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HomeMy WebLinkAboutILM PH1B 100Pcnt Design Plans_Combined Addendum 1 - 3 2024.09.30 TRC ReducedWILMINGTON INTERNATIONAL AIRPORT (ILM) AIRPORT BOULEVARD - PARKING IMPROVEMENTS PROGRAM BID PACKAGE 2 - PHASE 1B RS&H PROJECT No.: 1003-0070-005 SET NO. VICINITY MAPLOCATION MAPN.T.S N.T.S NEW HANOVER COUNTY AIRPORT AUTHORITY 100% DESIGN SUBMITTAL AUGUST 9, 2024 RS&H Architects-Engineers-Planners, Inc. 1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 WILMINGTON INTERNATIONAL AIRPORT WILMINGTON INTERNATIONAL AIRPORT WILMINGTON INTERNATIONAL AIRPORT PROJECT SITE WILMINGTON, NORTH CAROLINA WILMINGTON INTERNATIONAL AIRPORT SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 8 \ I L M B P 2 - P h 1 B _ G - 0 1 0 . d w g Pl o t t e d b y : C a s t o , C a i t l i n Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 9 : 1 0 P M WILMINGTON INTERNATIONAL AIRPORT 100% DESIGN 08/09/2024 XXX JKG JKG INDEX OF SHEETS G-010 CCR JKG AGS ADDENDUM #1 8/23/202411 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 8 \ I L M B P 2 - P h 1 B _ G - 0 3 0 . d w g Pl o t t e d b y : C a s t o , C a i t l i n Pl o t t e d o n : 8 / 8 / 2 0 2 4 5 : 5 1 P M WILMINGTON INTERNATIONAL AIRPORT 100% DESIGN 08/09/2024 @ AT&ANDABNDABANDONEDACADVISORY CIRCULARAIPAIRPORT IMPROVEMENT PROGRAMALLOWALLOWANCEAOAAIRCRAFT OPERATIONS AREAAPPRAPPROVEDAPPROXAPPROXIMATELYARFFAIRPORT RESCUE AND FIRE FIGHTINGASTMAMERICAN SOCIETY FOR TESTING MATERIALSAUG AUGERAWGAMERICAN WIRE GAUGE BLDG BUILDINGBMBENCHMARKBOBOTTOM OFBOCBACK OF CURBBOPBOTTOM OF PIPEBODBOTTOM OF DUCTBOTBOTTOMBUABUILT UPON AREA C/O CLEAN OUTCBCATCH BASINCECONCRETE ENCASEDCL / C/ ℄CENTERLINECCONDUITC-C CENTER ON CENTERCBRCALIFORNIA BEARING RATIOCKTCIRCUITCLSMCONTROLLED LOW STRENGTH MATERIALCMPCORRUGATED METAL PIPECMRCONSTRUCTION MANAGER AT RISKCOLCOLUMNCOMMCOMMUNICATIONCONCCONCRETECONNCONNECTIONCONTCONTINUOUSCSACONTRACTOR STAGING AREACSPPCONSTRUCTION SAFETY AND PHASING PLANCYCUBIC YARD DBL DOUBLEDEBDIRECT EARTH BURIEDDET / DTL DETAILDIPDUCTILE IRON PIPEDIA / Ø DIAMETERDIAGDIAGONALDWGDRAWING E EASTINGEAEACHECCECCENTRICEFSOEMERGENCY FUEL SHUT-OFF SYSTEMEGEXISTING GROUNDEL / ELEV ELEVATIONELECELECTRICALEOPEDGE OF PAVEMENTESEND SECTIONEX / EXST / EXISTEXISTING FAA FEDERAL AVIATION ADMINISTRATIONFARFEDERAL AVIATION REGULATIONSFDFIRE DEPARTMENTFESFLARED END SECTIONFFFINISHED FLOORFGFINISHED GRADEFHFIRE HYDRANTFLGFLANGEFLRFLOORFMFORCE MAINFMFLOW METERFOFIBER OPTICFODFOREIGN OBJECT DEBRISFPFIRE PROTECTIONFTFEET / FOOT GAL GALLONGMPGUARANTEED MAXIMUM PRICEGNDGROUNDGRSGALVANIZED RIGID STEELGSEGROUND SERVICE EQUIPMENTGVGAS VALVEGWLGROUND WATER LEVEL HB HORIZONTAL BENDHORTHORIZONTALHPHYDRANT PITHPVHIGH POINT VENTHTHEIGHTHW / HDWL HEADWALL I INLETIDIDENTIFICATION / INSIDE DIAMETERI.D.INNER DIAMETERIE / INV INVERT ELEVATION / INVERTILMWILMINGTON INTERNATIONAL AIRPORTININCHINVINVERTISOISOLATION JB JUNCTION BOXJFJET FUELJFPJET FUEL PIPE KIP 1,000 LBSkVKILOVOLT L LEFTLBPOUNDLEDLIGHT-EMITTING DIODELEOLAW ENFORCEMENT OFFICERLFLINEAR FEET / LINEAR FOOT LP LIGHTNING PROTECTION / LIGHT POLELPDLOW POINT DRAINLSLUMP SUMLTLEFTLTGLIGHTING MAX MAXIUMUMMECHMECHANICALMHMANHOLEMINMINIMUMMONMONITORING (WELL)MSL MEAN SEA LEVELMUTCDMANUAL ON UNIFORM TRAFFIC CONTROL DEVICES N NORTHING OR NO. OF BLOWSNADNORTH AMERICAN DATUMNAVAIDSNAVIGATIONAL AIDSNCDEQNORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITYNCDOTNORTH CAROLINA DEPARTMENT OF TRANSPORTATIONNECNATIONAL ELECTRICAL CODENFPANATIONAL FIRE PROTECTION ASSOCIATIONNGVDNATIONAL GEODETIC VERTICAL DATUMNHCAANEW HANOVER COUNTY AIRPORT AUTHORITYNISNOT IN SURVEY / NOT IN SCOPENONUMBERNOTAMNOTICE TO AIRMEN / NOTICE TO AIR MISSIONSNPTNATIONAL PIPE THREADNTPNOTICE TO PROCEEDNTSNOT TO SCALE OC ON CENTERODOUTER DIAMETEROFAOBJECT FREE AREAOZOUNCE PVMT PAVEMENTPCPOINT OF CURVATUREPCCPORTLAND CEMENT CONCRETEPEDPEDESTAL / PEDESTRIANPERFPERFORATEDPGPRESSURE GAUGE / PROPOSED GRADEPIPOINT OF INTERSECTIONPKGPARKINGPLPLATEPNL-CKT PANEL CIRCUITPOBPOINT OF BEGINNINGPOEPOINT OF ENDPROPPROPOSEDPSPIPE SUPPORTPSFPOUNDS PER SQUARE FOOTPSIPOUNDS PER SQUARE INCHPT POINT OF TANGENCYPTPPOWER-TELEPHONE POLEPVCPOLYVINYL CHLORIDEPVIPOINT OF VERTICAL INTERSECTIONPWRPOWER QA QUALITY ASSURANCEQCQUALITY CONTROL R / RAD RADIUSRRIGHTR/W RIGHT OF WAYRCBCREINFORCED CONCRETE BOX CULVERTRCPREINFORCED CONCRETE PIPERDROOF DRAINREDREDUCERREFREFERENCEREINFREINFORCEDREQ / REQ'D REQUIREDRGLRUNWAY GUARD LIGHTSRGSRIGID GALVANIZED STEELRFRAISED FACERIM RIM ELEVATIONROFARUNWAY OBJECT FREE AREARPRRESIDENT PROJECT REPRESENTATIVERPZRUNWAY PROTECTION ZONERSARUNWAY SAFETY AREARTRIGHTRVZ-F RUNWAY VISUAL ZONE - FRW / RWY RUNWAYRWLRAIN WATER LEADER S / SAN SANITARYSCSECONDARY CONTAINMENTSCH / SCHED SCHEDULESD / STM STORM DRAINSHTSHEETSIDASECURITY IDENTIFICATION DISPLAY AREASFSQUARE FOOTSF/GAL SQUARE FEET PER GALLONSPSINGLE PIPESP-SC SINGLE PIPE / SECONDARY CONTAINMENTSPECSPECIFICATIONSPTSTANDARD PENETRATION TESTSSSTAINLESS STEELSTASTATIONSTDSTANDARDSTLSTEELSTRUCTSTRUCTURESWJFPSINGLE WALL JET FUEL PIPELINESWSINGLE WALLSYSQUARE YARD TBR TO BE REMOVEDTDZTOUCHDOWN ZONETELTELEPHONETEMPTEMPORARYTHDTHREADEDTHKTHICKT/L / TXLN TAXILANET.O.TOP OFTOCTOP OF CONCRETE / TOP OF CURBTODTOP OF DUCT TOFA TAXIWAY OBJECT FREE AREATSATAXIWAY SAFETY AREA / TRANSPORTATION SECURITY BOARDTSPTWISTED SHIELDED PAIRT/W / TWY TAXIWAYTYPTYPICAL UD UNDERDRAINUGUNDERGROUNDUNKUNKNOWNUMHUNIDENTIFIED MANHOLEU.N.O.UNLESS NOTED OTHERWISEUTILUTILITYVAVOLT-AMPSVACVACUUMVDCVOLTAGE DIRECT CURRENTVERTVERTICAL W/WTR WATERW/WITHW/O WITHOUTWMWATER MAINWNWELD NECKWNFWELD NECK FLANGEWPWEATHER PROOFWVWATER VALVE YR YEAR ABBREVIATIONS: CIVIL ABBREVIATIONS G-030 JJL JKG AGS SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 8 \ I L M B P 2 - P h 1 B _ G - 0 4 0 . d w g Pl o t t e d b y : C a s t o , C a i t l i n Pl o t t e d o n : 8 / 8 / 2 0 2 4 5 : 5 4 P M WILMINGTON INTERNATIONAL AIRPORT 100% DESIGN 08/09/2024 G-040 JKG JKG AGS GENERAL NOTES 1. UNLESS OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS, ALL COSTS ASSOCIATED WITH THE REQUIREMENTS, CONDITIONS, ACTIONS, ACTIVITIES, ETC. REFERENCED IN THESE PLANS AND SPECIFICATIONS SHALL BE INCLUDED AS DIRECT OR INCIDENTAL COSTS IN THE BID PRICE SUBMITTED BY THE CONTRACTOR. 2. RIGHT-OF-WAY AND PROPERTY LINES ARE PLOTTED FROM THE BEST INFORMATION AVAILABLE AND ARE NOT WARRANTED TO BE ACCURATE. CONTRACTOR SHALL CONFIRM ALL LIMITS AND BOUNDARIES WITH THE AIRPORT PRIOR TO INITIATING ANYCONSTRUCTION. 3. WORK ASSOCIATED WITH THE FOLLOWING ARE IDENTIFIED BY THE APPROPRIATE PARTY.3.1. GEOTECHNICAL INVESTIGATION DATED OCTOBER 19, 2023 WAS PERFORMED BY: SM&E, INC. 3006 HALL WATERS DRIVE, SUITE 100 WILMINGTON, NC 28405 ADDITIONAL GEOTECHNICAL INVESTIGATION NOTED PER SHEET GR-010 WAS PROVIDED BY NEW HANOVER COUNTY AIRPORT AUTHORITY (NHCAA) AND/OR CONSULTANTS PERFORMING WORK ON BEHALF OF NHCAA. 3.2. TOPOGRAPHIC FEATURES (PAVEMENT EDGES, CURB, FENCING, UTILITIES, ETC...) REFERENCED AND SHOWN IN THE PLANSHEETS IS BASED ON SURVEY (FILE JULY 15, 2022) PROVIDED BY NEW HANOVER COUNTY AIRPORT AUTHORITY ANDSURVEY (FILE DATED JANUARY 2024) PROVIDED BY HANOVER DESIGN SERVICES, PA. 3.3. LOT F TOPOGRAPHIC FEATURES (PAVEMENT EDGES, CURB, FENCING, UTILITIES, ETC...) REFERENCED AND SHOWN IN THE PLAN SHEETS IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. THE CADD FILE USED FOR DESIGN/BID DOCUMENTS AND DOES NOT REPRESENT AS-BUILT CONDITIONS. 3.4. SURVEY TO VERIFY THE TERMINAL BUILDING FRONT IS BASED ON 3-26-2024 AND 4-9-2024 FIELD SURVEY CONDUCTED BY WENDELL R. BALL. THIS INFORMATION USED FOR INTERIM WALKWAY AND CANOPY LOCATION AT THE TERMINAL. 4. PRIOR TO PERFORMING ANY EXCAVATION THE CONTRACTOR SHALL COMPLETE UTILITY LOCATES (CALL BEFORE YOUDIG/NC811, NEW HANOVER COUNTY AIRPORT AUTHORITY AND FAA). 5. THE CONTRACTOR'S SUPERINTENDENT SHALL BE ON THE CONSTRUCTION SITE AT ALL TIMES DURING WORKING HOURS WHILE THE PROJECT IS IN PROGRESS AND SHALL BE DESIGNATED AS THE RESPONSIBLE CONTRACTOR'S REPRESENTATIVE WHO SHALL BE AVAILABLE ON A 2-HOUR BASIS. 6. UTILITIES: 6.1. UTILITIES SHOWN ON THE PLANS ARE FOR INFORMATIONAL PURPOSES ONLY. 6.2. CONTRACTOR SHALL COMPLETE UTILITY LOCATES (CALL BEFORE YOU DIG/NC811, NEW HANOVER COUNTY AIRPORTAUTHORITY, UTILITY AGENCY AND FAA). EXISTING UTILITIES SHALL BE MARKED IN THE FIELD AND COORDINATED WITH THEAPPROPRIATE PARTY PRIOR TO WORK PROCEEDING. 6.3. THE LOCATION AND SIZE OF ALL EXISTING UTILITIES HAVE BEEN PREPARED FROM THE BEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL VERIFY ALL UTILITIES BY HAND EXCAVATION WHERE NECESSARY IN COORDINATION WITH THE OWNER'S REPRESENTATIVE AND ALL UTILITY COMPANIES PRIOR TO BEGINNING ANY CONSTRUCTION OPERATIONS. ALL UTILITIES ENCOUNTERED DURING THE PRE-CONSTRUCTION OR CONSTRUCTION SHALL BE RECORDED AND SHOWN ON THE APPROPRIATE AS-BUILT PLANS WHICH INCLUDES TYPE OF UTILITY, SIZE, DIRECTION, LOCATION, ELEVATIONS, ETC 6.4. PRIOR TO PERFORMING ANY EXCAVATION IN THE VICINITY OF ANY UTILITY THE CONTRACTOR SHALL IDENTIFY AND VERIFYIN COORDINATION WITH THE UTILITY OWNER THE APPROPRIATE VALVES, SWITCHES, ETC THAT WILL NEED TO BEOPERATED TO ISOLATE THE POTENTIAL IMPACTED UTILITY. TRAINED PERSONNEL SHALL BE POSITIONED AT EACH VALVE,SWITCH, ETC. READY TO ISOLATE THE AREA IN THE EVENT THE UTILITY IS IMPACTED BY THE CONSTRUCTION. 6.5. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD LOCATION AND VERIFICATION OF ANY AND ALL UTILITIES AND CABLES. CONTRACTOR SHALL VERIFY UTILITIES BY MEANS OF HAND-DUG TEST HOLES, GPR, OR OTHER MEANS PRIOR TO EXCAVATION. DAMAGE TO ANY UTILITIES SHALL BE REPAIRED IMMEDIATELY BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE IN A MANNER ACCEPTABLE TO THE AIRPORT, FAA, UTILITY AGENCY, AND/OR OTHER IMPACTED PARTY. DAMAGES INCURRED BY THE AIRPORT AND/OR IMPACTED PARTY DUE TO DAMAGES CAUSED BY THE CONTRACTOR ARE ALSOSUBJECT TO MONETARY FINE(S) BY THE AIRPORT. 6.6. ANY DAMAGE TO UTILITIES CAUSED BY THE CONTRACTOR (REGARDLESS OF WHETHER THEY WERE LOCATED OR NOT BYTHE UTILITY OWNER) SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR AND/OR COORDINATE THE REPAIR WITH THE AFFECTED UTILITY COMPANY WITHIN AN EXPEDITED TIMEFRAME AND TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE. REFER TO THE CONTRACT DOCUMENTS FOR ANY ADDITIONAL UTILITY NOTES AND REQUIREMENTS. 6.7. PRIOR TO PERFORMING ANY EXCAVATION IN THE VICINITY OF ANY ELECTRICAL LIGHTING, CABLE, CIRCUITRY, OR OTHER ITEMS, THE CONTRACTOR SHALL IDENTIFY, VERIFY IN COORDINATION WITH THE UTILITY OWNER THE APPROPRIATE CONNECTIONS THAT WILL NEED TO BE OPERATED TO ISOLATE THE POTENTIAL IMPACTED CIRCUIT, AND HAVE SPLICE KITSAPPROPRIATE TO REPAIR ANY IMPACTED CIRCUITS. 6.8. EXISTING DRAINAGE STRUCTURES OR SYSTEMS THAT ARE REQUIRED TO BE MODIFIED AS PART OF THIS PROJECT SHALLBE FIELD VERIFIED BY THE CONTRACTOR TO DETERMINE EXACT LOCATION AND INVERT ELEVATIONS. ALL STRUCTURE TIE-INS SHALL BE EVALUATED BY THE CONTRACTOR TO DETERMINE THE APPROPRIATE CONSTRUCTION MEANS AND METHODS NECESSARY TO PREVENT IMPACTING STABILIZED SOILS UNDERNEATH THE EXISTING STRUCTURES THAT ARE TO REMAIN. 7. CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL LAWS AND REGULATIONS THAT ARE PERTINENT TO THIS PROJECT. UNLESS OTHERWISE DIRECTED, THE CONTRACTOR SHALL HAVE THE RESPONSIBILITY TO OBTAIN AND PAY ALLCOSTS ASSOCIATED WITH PERMITS AND/OR LICENSES REQUIRED TO ACCOMPLISH THIS WORK. ALL APPLICABLE PERMITS MUSTBE OBTAINED BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF CONSTRUCTION. REFER TO PROJECT SPECIFICATIONS FORADDITIONAL REQUIREMENTS. 8. CONTRACTOR SHALL NOTIFY THE ENGINEER, IN WRITING, OF ANY EXISTING CONDITIONS THAT VARY FROM THOSE SHOWN ON THE DRAWINGS PRIOR TO ANY CONSTRUCTION OR DEMOLITION TO THE ITEMS THAT VARY. THE CONTRACTOR'S WORK SHALL NOT VARY FROM THE DRAWINGS WITHOUT WRITTEN APPROVAL OF THE ENGINEER. 9. ACCESS FOR AIRPORT RESCUE AND FIRE FIGHTING EQUIPMENT AND PERSONNEL SHALL BE MAINTAINED AT ALL TIMES. EMERGENCY OPERATIONS SHALL HAVE THE RIGHT-OF-WAY OVER ALL CONTRACTOR'S OPERATIONS AT ALL TIMES. 10. CONTRACTOR SHALL MAINTAIN SAFE VEHICULAR ACCESS AND MOBILITY ON LANDSIDE ROADWAYS, DRIVEWAYS, AND OTHERAREAS. REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, NCDOT, AND OTHER FEDERAL, STATE, OR LOCALREQUIREMENTS. 11. THE CONTRACTOR SHALL MAINTAIN ADEQUATE SIGHT DISTANCE AND KEEP ALL TRAFFIC LANES OPERATIONAL AS SHOWN ON THE PLAN. 12. ANY HAUL ROUTES, CONTRACTOR STAGING AREAS, CONTRACTOR VEHICLE PARKING, ACCESS GATES, OR OTHER SITE LOGISTICS NOT SHOWN IN THE PLANS SHALL BE PROVIDED BY THE CONTRACTOR FOR OWNER AND ENGINEER REVIEW AND APPROVAL. ANY DAMAGE TO ROADS, GATES, GRASS OR OTHER EXISTING CONDITIONS SHALL BE REPAIRED AT THE CONTRACTOR'S COST AND TO THE OWNER'S SATISFACTION. 13. LIMITS OF DISTURBANCE HAVE BEEN SHOWN IN THE PLANS. ANY DISTURBANCE BEYOND THESE LIMITS SHALL BE REPAIRED ATTHE CONTRACTOR'S COST AND TO THE OWNER'S SATISFACTION. 14. STOCKPILED MATERIAL, LANDSIDE, SHALL BE CONSTRAINED TO PREVENT MOVEMENT DUE TO WEATHER, WIND, OR OTHER IMPACTS IN EXCESS OF FIFTEEN MILES PER HOUR. IN ADDITION, STOCKPILED MATERIAL SHALL HAVE SILT FENCE LOCATED AROUND THE MATERIAL TO PREVENT DEBRIS FROM MOVING ONTO ADJACENT PAVEMENTS OR POLLUTING WATERCOURSES. 15. THE STOCKPILE LOCATION SHALL BE PER THE PLANS. SHOULD THE CONTRACTOR REQUEST TO REVISE THE LOCATION OF THE STOCKPILE, IT SHALL BE WITHIN THE LIMIT OF DISTURBANCE AS WELL AS APPROVED BY THE OWNER AND ENGINEER. IF THERE IS NO STOCKPILE LOCATION IDENTIFIED IN THE PLANS, THE CONTRACTOR SHALL SUBMIT A LOCATION WITHIN THE LIMIT OFDISTURBANCE FOR THE OWNER AND ENGINEER TO REVIEW AND APPROVE. 16. OPEN TRENCHES, EXCAVATIONS, AND STOCKPILED MATERIALS DURING HOURS OF RESTRICTED VISIBILITY, NIGHTWORK OROTHER, THE CONTRACTOR SHALL PROMINENTLY MARK WITH ORANGE FLAGS, LIGHTED WITH RED FLASHING LIGHT UNITS OR OTHER MEANS ACCEPTABLE TO OWNER AND ENGINEER. GENERAL CONSTRUCTION NOTES 17. ALL WASTE MATERIALS, CONSTRUCTION DEBRIS, DEMOLITION MATERIALS OR OTHER ITEMS NOT SALVAGED TO THE OWNER SHALL BE DISPOSED OF OFF AIRPORT PROPERTY BY THE CONTRACTOR. ANY ITEMS TO BE SALVAGED TO THE OWNER SHALL BE COORDINATED WITH THE OWNER TO DETERMINE LOCATION THAT THE CONTRACTOR SHALL DELIVER AND PLACE WITHIN THE AIRPORT BOUNDARY. NO OPEN TOP DUMPSTERS ARE ALLOWED ON THE PROJECT SITE. 18. CONTRACTOR SHALL PAY ATTENTION TO DUST AND DEBRIS CREATED BY CONSTRUCTION ACTIVITIES FOR THIS PROJECT. THECONTRACTOR SHALL BE RESPONSIBLE FOR CONTINUOUS DUST AND DEBRIS CONTROL WITHIN THE PROJECT LIMITS, HAUL ROUTES, ACCESS, AND OTHER AREAS USED BY THEIR CONSTRUCTION FORCES. 19. THE OWNER'S REPRESENTATIVE MAY PERFORM WORK WITH ITS' OWN FORCES OR THOSE OF ANOTHER CONTRACTOR. IN THE EVENT THAT CONFLICTS IN SCHEDULING OR ACCESS OCCUR BETWEEN CONTRACTORS OR BETWEEN THE OWNER'S REPRESENTATIVE AND CONTRACTOR, THE OWNER'S REPRESENTATIVE SHALL BE THE SOLE JUDGE IN RESOLVING THE CONFLICT AND THE OWNER'S REPRESENTATIVE'S DECISION SHALL BE FINAL. 20. PROJECT WORK WITHIN THESE PLANS ARE CONSIDERED LANDSIDE UNLESS OTHERWISE IDENTIFIED WITHIN THE AOA. TAXIWAY F PERIMETER ROAD IS WITHIN THE AOA SUCH THAT ALL AIRSIDE REQUIREMENTS FOR SAFETY, SECURITY ANDOTHER REQUIREMENTS SHALL BE MET. 1.SAFETY IS PARAMOUNT. IF ANY OF THE CONTRACTOR'S PERSONNEL OR A MEMBER OF THE AIRPORT STAFF SEES AN UNSAFE SITUATION ON THE PROJECT, THEY ARE OBLIGATED TO STOP THE WORK, RESTORE A SAFE CONDITION AND NOTIFY A SUPERVISOR OF THE PROBLEM. AT THAT POINT THE RPR, AIRPORT REPRESENTATIVE AND THE CONTRACTOR WILL MEET, RESOLVE THE SITUATION AND CONTINUE THE EFFORT. 2.COMMUNICATIONS. PROPER COMMUNICATIONS IS ESSENTIAL TO THE SUCCESS OF THE PROJECT. ALLCOMMUNICATIONS WILL BE HANDLED IN THE FOLLOWING MANNER. A REQUEST FROM A SUBCONTRACTOR WILL BEGIVEN TO THE PRIME CONTRACTOR. THE PRIME CONTRACTOR WILL EVALUATE IT AND DETERMINE IF THE OWNER NEEDS TO BE RESPONSIVE. IF SO THEY WILL GIVE IT TO THE RPR WHO WILL GIVE IT TO AIRPORT OPERATIONS, WHO WILL DISSEMINATE IT TO THE APPROPRIATE AIRPORT DIVISION FOR A RESPONSE. THE RETURN INFORMATION WILL FOLLOW DOWN THE SYSTEM TO THE CONTRACTOR FOR HIS ACTION. EXCEPTION: IN CASE OF AN EMERGENCY, DIRECT COMMUNICATION IS AUTHORIZED TO QUICKLY RESOLVE THE SITUATION. ONCE STABILIZED, THE CONSTRUCTION TEAM (CONTRACTOR AND OWNER) WILL BE NOTIFIED OF THE SITUATION ANDWHAT ACTIONS HAVE BEEN TAKEN. 3.CHANGES. ONLY ENGINEER AND/OR OWNER APPROVAL IS AUTHORIZED TO MAKE CHANGES IN THE CONTRACT THAT WILL AFFECT THE CONTRACT AMOUNT AND THOSE REQUESTS MUST BE DONE THROUGH THE CHANGE ORDER SYSTEM. 4.CONSTRUCTION SAFETY PHASING PLAN COMPLIANCE. THE CONTRACTOR SHALL PROVIDE A SAFETY PLAN COMPLIANCE DOCUMENT (SPCD) THAT OUTLINES HOW THE CONTRACTOR WILL COMPLY WITH THE REQUIREMENTS OF THE CONSTRUCTION SAFETY PHASING PLAN (CSPP). COST OF PREPARING THE SPCD SHALL BE INCIDENTAL TOTHE PROJECT. GENERAL SAFETY AND SECURITY NOTES 1.GENERAL INTENT: IT IS INTENDED THAT THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE AIRPORT SECURITY PLAN AND WITH THE SECURITY REQUIREMENTS SPECIFIED HEREIN BY AIRPORT OPERATIONS. THE CONTRACTOR SHALL DESIGNATE TO THE RPR AND AIRPORT OPERATIONS, IN WRITING, THE NAME OF THEIR "CONTRACTOR SAFETY/SECURITY OFFICER (CSSO)." THE CSSO SHALL REPRESENT THE CONTRACTOR ON THE SECURITY REQUIREMENTS FOR THE CONTRACT. 2.CONTRACTOR PERSONNEL SECURITY ORIENTATION: THE CSSO SHALL BE RESPONSIBLE FOR BRIEFING ALLCONTRACTOR AND SUB-CONTRACTOR PERSONNEL ON SECURITY REQUIREMENTS. ALL NEW CONTRACTOR EMPLOYEESSHALL BE BRIEFED ON SECURITY REQUIREMENTS PRIOR TO WORKING IN THE CONSTRUCTION AREA. 3.ACCESS TO THE SITE: CONTRACTOR'S ACCESS TO THE SITE SHALL BE AS SHOWN ON THE PLANS. NO OTHER ACCESS POINTS SHALL BE ALLOWED UNLESS APPROVED BY AIRPORT OPERATIONS. ALL CONTRACTOR TRAFFIC AUTHORIZED TO ENTER THE SITE SHALL BE EXPERIENCED IN THE ROUTE OR GUIDED BY EXPERIENCED CONTRACTOR PERSONNEL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL TO AND FROM THE VARIOUS CONSTRUCTION AREAS ON THE SITE, AND FOR OPERATION AND SECURITY OF THE ACCESS GATE TO THE SITE. A CONTRACTOR'S FLAGMAN OR TRAFFIC CONTROL PERSON SHALL MONITOR AND COORDINATE ALL CONTRACTOR TRAFFIC AT ANY AOA ACCESS GATEWITH SECURITY. THE CONTRACTOR SHALL NOT PERMIT ANY UNAUTHORIZED CONSTRUCTION PERSONNEL OR TRAFFICON THE SITE. ACCESS GATES TO THE AOA SHALL BE LOCKED AND SECURED AT ALL TIMES WHEN NOT ATTENDED BY THECONTRACTOR. IF THE CONTRACTOR CHOOSES TO LEAVE ANY ACCESS GATE OPEN, IT SHALL BE ATTENDED BY CONTRACTOR PERSONNEL WHO ARE BADGED AND FAMILIAR WITH THE REQUIREMENTS OF THE AIRPORT OPERATIONS SECURITY PROGRAM. THE CONTRACTOR IS RESPONSIBLE FOR THE IMMEDIATE CLEANUP OF ANY DEBRIS DEPOSITED ALONG THE ACCESS ROUTE AS A RESULT OF HIS CONSTRUCTION TRAFFIC. DIRECTIONAL SIGNAGE FROM THE ACCESS GATE ALONG THE DELIVERY ROUTE TO THE STORAGE AREA, PLANT SITE OR WORK SITE SHALL BE AS DIRECTED BY AIRPORT OPERATIONS. 4.MATERIALS DELIVERY TO THE SITE: ALL CONTRACTOR'S MATERIAL ORDERS FOR DELIVERY TO THE WORK SITE WILL USEA DELIVERY ADDRESS, THE STREET NAME ASSIGNED TO THE ACCESS POINT AT THE CONTRACTOR'S STAGING SITE ATTHE AIRPORT. THE NAME “ WILMINGTON INTERNATIONAL AIRPORT” SHALL NOT BE USED IN THE DELIVERY ADDRESS AT ANY TIME. THIS WILL PRECLUDE DELIVERY TRUCKS FROM ENTERING INTO THE TERMINAL COMPLEX, OR TAKING SHORT CUTS THROUGH THE PERIMETER GATES AND ENTERING INTO AIRCRAFT OPERATIONS AREAS INAPPROPRIATELY. 5.CONSTRUCTION AREA LIMITS: THE LIMITS OF CONSTRUCTION, MATERIAL STORAGE AREAS, PLANT SITE, EQUIPMENT STORAGE AREA, PARKING AREA AND OTHER AREAS DEFINED AS REQUIRED FOR THE CONTRACTOR'S EXCLUSIVE USE DURING CONSTRUCTION SHALL BE MARKED BY THE CONTRACTOR. THE CONTRACTOR SHALL ERECT AND MAINTAINAROUND THE PERIMETER OF THESE AREAS SUITABLE FENCING, MARKING AND/ OR WARNING DEVICES VISIBLE FORDAY/NIGHT USE AT THE LOCATIONS SHOWN IN THE PLANS. TEMPORARY BARRICADES, FLAGGING AND FLASHINGWARNING LIGHTS WILL BE REQUIRED AT CRITICAL ACCESS POINTS. TYPE OF MARKING AND WARNING DEVICES SHALL BE APPROVED BY AIRPORT OPERATIONS. 6.SECURITY IDENTIFICATION: ALL EMPLOYEES, AGENTS, VENDORS, INVITEES, ETC. OF THE CONTRACTOR OR SUBCONTRACTORS REQUIRING ACCESS TO THE CONSTRUCTION SITE SHALL, IN ACCORDANCE WITH THE AIRPORT OPERATIONS SECURITY PROGRAM, BE REQUIRED TO DISPLAY AIRPORT ISSUED IDENTIFICATION OR BE UNDER ESCORT BY PROPERLY BADGED PERSONNEL. THESE BADGES WILL BE IDENTIFIED NUMERICALLY AND ISSUED TO INDIVIDUALEMPLOYEES WITH A PERMANENT RECORD MAINTAINED ON EACH INDIVIDUAL TO WHOM A BADGE IS ISSUED. EMPLOYEESWILL BE REQUIRED TO PASS A SECURITY BADGING CLASS CONDUCTED BY THE AIRPORT. CONTRACTOR SHALL HAVE EMPLOYEES BADGED PRIOR TO STARTING WORK AT THE JOB SITE. DELIVERIES MAY BE ESCORTED ON SITE BY A PROPERLY BADGED EMPLOYEE. AT THE COMPLETION OF THE CONTRACT ALL BADGES WILL BE RETURNED TO THE AIRPORT AND A CHARGE MAY BE ASSESSED FOR ALL BADGES NOT RETURNED. A NON-REFUNDABLE BADGING AND BACKGROUND CHECK FEE WILL BE REQUIRED FOR EACH NEW BADGE. THIS FEE WILL BE PAID BEFORE ANY BADGE IS ISSUED. NO BADGE WILL BE ISSUED TO ANY PERSON UNTIL A REVIEW OF THE FAA REQUIRED PAPERWORK BY AIRPORTSECURITY AND ALL REQUIREMENTS ARE MET. PAPERWORK SHALL BE SUBMITTED IN ADVANCE AS DIRECTED BY AIRPORTSECURITY BEFORE ISSUANCE OF ANY BADGE. THE CONTRACTOR AND ITS STAFF ARE RESPONSIBLE FOR ATTENDINGTRAINING AND COMPLETING SECURITY BADGE APPLICATIONS. THE CONTRACTOR SHALL PLAN ON BADGING ONE EMPLOYEE FOR EVERY THREE EMPLOYEES ON SITE. 7.VEHICLE IDENTIFICATION: THE CONTRACTOR, THROUGH THE CSSO, SHALL ESTABLISH AND MAINTAIN A LIST OF CONTRACTOR AND SUBCONTRACTOR VEHICLES AUTHORIZED TO OPERATE ON THE SITE. IN ADDITION, EACH CONTRACTOR VEHICLE ENTERING THE PROJECT SITE REGARDLESS OF ITS WORK WITHIN THE AOA OR NOT SHALL BE REQUIRED TO DISPLAY, ON BOTH SIDES OF THE VEHICLE EITHER PERMANENT OR MAGNETIC SIGNS THAT IDENTIFY THENAME OF THE CONTRACTOR AND A FLASHING AMBER LIGHT OR A 3' X 3' ORANGE AND WHITE CHECKERBOARD FLAG,EACH CHECKERBOARD COLOR BEING 1-FOOT SQUARE. 8.VEHICLE PARKING: CONTRACTOR EMPLOYEE VEHICLES SHALL BE RESTRICTED TO THE CONTRACTOR'S EMPLOYEE PARKING AREA IDENTIFIED ON THE PLANS AND ARE NOT ALLOWED OUTSIDE THE DESIGNATED AREA AT ANY TIME. IF THERE IS NO CONTRACTOR EMPLOYEE PARKING AREA IDENTIFIED IN THE PLANS, THE CONTRACTOR SHALL SUBMIT A LOCATION FOR THE OWNER AND ENGINEER TO REVIEW AND APPROVE. 9.FINES: PAYMENT OF ALL FINES ASSESSED TO WILMINGTON INTERNATIONAL AIRPORT DUE TO VIOLATIONS BY THE CONTRACTOR OF FEDERAL AVIATION ADMINISTRATION (FAA) SECURITY OR SAFETY REQUIREMENTS SHALL BE THE SOLERESPONSIBILITY OF THE CONTRACTOR. SECURITY CONTACT INFORMATION: EMERGENCIES: 911 NON-EMERGENCY, ILM DISPATCH: 910-341-4336 CONTRACTOR SHALL CONTACT ILM DISPATCH (910-341-4336) PRIOR TO BEGINNING WORK. CONTRACTOR SHALL NOTIFY ILMDISPATCH AT THE END OF EACH WORKING DAY AND REQUEST DAILY ILM INSPECTION. CONTRACTOR MAY NOT LEAVE SITEUNTIL ILM INSPECTION HAS BEEN COMPLETED AND ANY ISSUES HAVE BEEN RECTIFIED. CONTACT SHALL BE COORDINATED AS PART OF THE PRE-CONSTRUCTION MEETING. SAFETY 1.GENERAL INTENT. THE CONTRACTOR SHALL CONFORM WITH ALL FEDERAL, STATE, AND LOCAL SAFETYREGULATIONS AND GUIDELINES AS SET FORTH IN FEDERAL AVIATION ADMINISTRATION (FAA) AC NO. 150/5370-2 SERIES, ALONG WITH THESE PLANS AND SPECIFICATIONS. THE CONTRACTOR SHALL DESIGNATE TO THE RPR, AIRPORT CONSTRUCTION MANAGER AND AIRPORT OPERATIONS, IN WRITING, THE NAME OF HIS "CONTRACTOR SAFETY/SECURITY OFFICER (CSSO)." THE CSSO SHALL REPRESENT THE CONTRACTOR ON SAFETY REQUIREMENTS FOR THE CONTRACT. THE CONTRACTOR OR CSSO SHALL THOROUGHLY ACQUAINT ALL SUPERVISORS AND EMPLOYEES WORKING AT THE AIRPORT ON THE IMPORTANCE OF FOLLOWING ESTABLISHED SAFETY AND SECURITYPROCEDURES THAT ARE INHERENT TO THIS ACTIVE AIR CARRIER AIRPORT. ADDITIONALLY, THE CONTRACTORSHALL CONDUCT THE CONSTRUCTION ACTIVITIES TO CONFORM TO ALL ROUTINE AND EMERGENCY AIR TRAFFIC REQUIREMENTS AND GUIDELINES ON SAFETY. THIS INCLUDES MUTCD FOR LANDSIDE WORK. 2.CONTRACTOR VEHICLES. ALL CONTRACTOR AND SUBCONTRACTOR VEHICLES THAT ARE AUTHORIZED TO OPERATE ON THE PROJECT SHALL BE REQUIRED TO HAVE THEIR COMPANY LOGO ON BOTH SIDES OF THE VEHICLE AND A FLASHING AMBER LIGHT OR A 3' X 3' ORANGE AND WHITE CHECKERBOARD FLAG, EACH CHECKERBOARD COLOR BEING 1-FOOT SQUARE. ALL VEHICLES SHALL HAVE AIRPORT-ISSUED VEHICLE IDENTIFICATION PRIOR TO ENTERING THE AIR OPERATIONS AREA. ANY VEHICLE OPERATING ON THE PROJECT DURING THE HOURS OF DARKNESS SHALLUTILIZE ITS FLASHING AMBER LIGHT, MOUNTED ON TOP OF THE VEHICLE AND OF SUCH INTENSITY TO CONFORM TOLOCAL CODES FOR MAINTENANCE AND EMERGENCY VEHICLES. NO CONTRACTOR VEHICLE SHALL ENTER ANY ACTIVE AIRFIELD PAVEMENT WITHOUT PROPER ESCORT FROM AIRPORT OPERATIONS. ESCORTED VEHICLES SHALL BE MARKED AND LIGHTED AS DESCRIBED ABOVE. ALL AIRCRAFT TRAFFIC ON RUNWAYS, TAXIWAYS AND APRONS SHALL HAVE PRIORITY OVER CONTRACTOR'S TRAFFIC. 3.COORDINATION OF WORK AREA CLOSURES. NO TAXIWAY, APRON OR AIRPORT ROADWAY SHALL BE CLOSED WITHOUT WRITTEN APPROVAL OF AIRPORT OPERATIONS. TO ENABLE NECESSARY "NOTICES TO AIR MISSIONS"(NOTAM) OR ADVISORIES TO AIRPORT SERVICES OR TENANTS, A MINIMUM OF 48 HOURS WRITTEN NOTICEREQUESTING CLOSING SHALL BE DIRECTED TO AIRPORT OPERATIONS, WHO WILL COORDINATE THE REQUEST. NOLANDSIDE ROADWAY SHALL BE CLOSED WITHOUT THE WRITTEN APPROVAL FROM THE OWNER. 4.STOCKPILED MATERIALS. STOCKPILED MATERIAL WITHIN THE AOA SHALL BE CONSTRAINED IN A MANNER TO PREVENT MOVEMENT RESULTING FROM AIRCRAFT JET BLAST, PROPELLERS OR WIND CONDITIONS IN EXCESS OF TEN KNOTS. STOCKPILE HEIGHT SHALL BE LESS THAN 10 FEET. THE CONTRACTOR IS NOT PERMITTED TO STOCKPILE EARTHWORK MATERIAL WITHIN THE PROJECT LIMITS. ALL EXCESS MATERIAL THAT DOES NOT MATCH OR CONFORM TO EXISTING GRADES MUST BE HAULED TO THE CONTRACTOR'S STAGING AREA OR HAULED OFFSITE TOAN APPROVED FACILITY BY THE END OF EACH WORK SHIFT. 5.OPEN TRENCHES. OPEN TRENCHES, EXCAVATIONS AND STOCKPILED MATERIAL LOCATED LANDSIDE AND IN THEAOA SHALL BE PROMINENTLY MARKED WITH FLAGS AND LIGHTED BY APPROVED AMBER LIGHTS UNITS (ACCEPTABLE TO THE OWNER) DURING HOURS OF RESTRICTED VISIBILITY AND DARKNESS. THE CONTRACTOR IS TO NOTIFY ILM 48 HOURS PRIOR TO ANY OPEN TRENCH EXCAVATION WORK WITHIN THE AOA. THE CONTRACTOR IS TO NOTIFY ILM WHEN OPEN TRENCH EXCAVATION IS COMPLETE AND THE EARTHWORK AND ASSOCIATED GRADES ARE RESTORED. 6.FOREIGN OBJECT DEBRIS (FOD). DEBRIS, WASTE AND LOOSE MATERIAL CAPABLE OF CAUSING DAMAGE TOAIRCRAFT LANDING GEARS, PROPELLERS OR BEING INGESTED IN JET ENGINES SHALL BE PROPERLY CONTROLLEDAND PICKED UP AT ALL TIMES. IF THESE MATERIALS ARE OBSERVED, THE CONTRACTOR SHALL REMOVE THEMIMMEDIATELY. 7.INSPECTION OF WORK AREAS. THE RPR AND AIRPORT OPERATIONS WILL INSPECT, PRIOR TO OPENING FOR AIRCRAFT USE, ANY RUNWAY OR TAXIWAY THAT HAS BEEN CLOSED FOR WORK, ON OR ADJACENT THERETO, OR THAT HAS BEEN USED FOR A CROSSING POINT OR HAUL ROUTE BY THE CONTRACTOR. 8.FAA ADVISORY CIRCULARS. THE CONTRACTOR IS DIRECTED TO COMPLY WITH AND ACQUAINT HIS/HER EMPLOYEES WITH THE FOLLOWING SAFETY GUIDELINES, RELATED MATERIALS AND FAA ADVISORY CIRCULARS: 150/5200-18D "AIRPORT SAFETY-SELF INSPECTION"150/5210-5D “ PAINTING, MARKING, AND LIGHTING OF VEHICLES USED ON AN AIRPORT” 150/5370-2G “ OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION” COPIES OF THESE DOCUMENTS ARE AVAILABLE AT THE FOLLOWING WEBSITE: WWW.FAA.GOV/AIRPORTS/RESOURCES/ADVISORY_CIRCULARS CONTRACTOR RESPONSIBLE FOR STAYING UP-TO-DATE WITH ANY UPDATES OR REVISIONS TO THE ADVISORY CIRCULARS LISTED ABOVE. 9.CONSTRUCTION DELAYS. THE OWNER MAY HALT CONSTRUCTION DURING THE PROJECT AT ANY TIME IF IT IS DETERMINED TO BE IN THE BEST INTEREST OF AIRPORT ACTIVITIES OR SAFETY. THE CONTRACTOR MAY BEDIRECTED TO REMOVE EQUIPMENT AND/OR EVACUATE THE SITE IN ORDER TO ENABLE AIRCRAFT OPERATIONS.NECESSARY EXTENSIONS IN CONTRACT TIME WILL BE GRANTED OR A STOP WORK ORDER WILL BE ISSUED DUE TO THESE DELAYS, HOWEVER, THERE WILL BE NO ADJUSTMENTS IN CONTRACT PRICE DUE TO THESE DELAYS. 10.HAUL ROUTES. TRUCK HAUL ROUTES ON THE AIRFIELD SHALL BE DELINEATED TO CONTRACTOR AND EMPLOYEES. OTHER MEANS TO CLEARLY MARK THE ROUTES TO THE WORK SITE MAY BE REQUIRED AND APPROVED BY AIRPORT OPERATIONS. 11.AIRFIELD LIGHTING AND SIGNS. WORK CLOSING RUNWAYS OR TAXIWAYS WILL REQUIRE THE CONTRACTOR TO COVER THE APPROPRIATE SIGN PANELS WITH BLACK PLASTIC AND THE APPROPRIATE AIRFIELD LIGHTING TO SHOWTHAT THEY ARE NOT AVAILABLE FOR USE. AIRPORT PERSONNEL WILL ASSIST AND SHOW THE CONTRACTOR WHICHSIGNS AND AIRFIELD LIGHTING ARE AFFECTED. DURING THE RUNWAY SHUTDOWN PERIOD, AIRFIELD LIGHTING AND SIGNAGE WILL BE TURNED OFF IN THE ELECTRICAL VAULT. 12.NIGHTTIME/CONTINGENCY SAFETY PLAN. THE CONTRACTOR SHALL PREPARE A SAFETY PLAN SPECIFIC TO NIGHTTIME CONSTRUCTION OPERATIONS, AS WELL AS A CONTINGENCY PLAN TO ADDRESS CASES OF ABNORMAL FAILURES OR UNEXPECTED DISASTERS. THE CONTRACTOR SHALL ALSO PREPARE A DESTRUCTIVE WEATHER PLAN TO SET FORTH GENERAL GUIDANCE AND INFORMATION FOR THE CONTRACTOR TO COORDINATE PREPAREDNESS PLANS WHEN DESTRUCTIVE WEATHER THREATENS THE WILMINGTON INTERNATIONAL AIRPORT. 13.AIR TRAFFIC CONTROL TOWER COMMUNICATIONS. ALL COMMUNICATION WITH THE AIR TRAFFIC CONTROL TOWEROR OTHER ELEMENTS OF THE AIRPORT SHALL BE THROUGH THE RPR AND/OR AIRPORT OPERATIONS. X X INFO. SIGNSTREET INFO. SIGN INFO. SIGN SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN NCDOT R\W DISK CURB LINE CURB LINE CUR B LINE CURB LINE X X HANGAR 2 MO D E RN AVIATION INFO. SIGN INFO. SIGN LIMIT SIGNSPEED SIGNPARKING LIMIT SIGNSPEED INFO. SIGN B-9BORE B-7BORE B-2BORE B-6BORE B-4BORE INFO. SIGN EXIT SIGN LIMIT SIGNSPEED SIGNH\C SIGNH\CSIGNH\C INFO. SIGN INFO. SIGN INFO. SIGN LIMIT SIGNSPEED INFO. INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 S IGN B-2 S IGN B-1 SIGN C-1 SIGN C-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-3 SIGN B-4 SIGN B-4 SIGN C- 4 SIGN C-3 SIG N B-3 SIG N C- 2 SIG NB-2 SIGN C-1 SI G N B- 1 S I G N STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN SIGNSTREET SIGNYIELD SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIG NH\CS I GN H\C SIGNH\C SIGNH\C C-3 SIGN C-3 SIGN C-4 S IG N C-4 SIGN SIGNPARKING LIMIT SIGNSPEED SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO. SIGN INFO.SIGNINFO.SIGN SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING STOP SIGNPARKING SIGNPARKING SIGNPARKING INFO.SIGN SIGNH\C SIGNH\C SIGNINFO.INFO. SIGN SIGN INFO. SIGN SIGNINFO. INFO. SIGN INFO. SIGN LIMIT SIGNSPEED SIGNPARKING LIMIT SIGNSPEED INFO. SIGN B-9BORE B-7BORE B-2BORE B-6BORE B-4BORE INFO. SIGN 5' SID E W A L K EXIT SIGN CONCRETEMARKER GRAVELPARKING CONSTRUCTION TRAILER SIGNH\C SIGNH\CSIGNH\C INFO. SIGN INFO. SIGN INFO. SIGN LIMIT SIGNSPEED INFO. INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 S IGN B-2 S IGN B-1 SIGN C-1 SIGN C-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-3 SIGN B-4 SIGN B-4 SIGN C- 4 SIGN C-3 SIG N B-3 SIG N C- 2 SIG NB-2 SIGN C-1 SI G N B- 1 S I G N STOP SIGN STOP SIGN STOP SIGN STOP SIGN SIGNSTREET SIGNYIELD SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIG NH\CS I GN H\C SIGNH\C SIGNH\C C-3 SIGN C-3 SIGN C-4 S IG N C-4 SIGN SIGNPARKING INFO. SIGN LIMIT SIGNSPEED SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO. SIGN INFO.SIGNINFO.SIGN TICKETBOOTH SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING STOP SIGNPARKING SIGNPARKING SIGNPARKING INFO.SIGN SIGNH\C SIGNH\C SIGNINFO.INFO. SIGN SIGN INFO. SIGN SIGNINFO. XX X X X X ASPHAL T DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVE SPOIL MH MH MH CONCRETE WALK H\CSIGN CREWCAR FENCE SIGNPARKING INFO. SIGN SIGNINFO. STOP LIMIT SIGNSPEED INFO. SIGN INFO. SIGN STOP SIGN SIGN SIGNPARKING SIGNPARKINGSIGNPARKING FENCE SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 8 \ I L M B P 2 - P h 1 B _ G - 0 6 0 . d w g Pl o t t e d b y : C a s t o , C a i t l i n Pl o t t e d o n : 8 / 8 / 2 0 2 4 5 : 5 0 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 100% DESIGN NORTH 08/09/2024 HORIZONTAL AND VERTICALCONTROL G-060 JKG JKG AGS CONTROL POINT TABLE ILM CP 1 ILM CP 2 ILM CP 3 ILM CP 4 ILM CP 5 ILM CP 6 ILM CP 7 ILM CP 8 ILM CP 9 AIRPORT BOULEVARD AIRPORT BOULEVARD NOTES 1. TOPOGRAPHIC FEATURES (PAVEMENT EDGES, CURB, FENCING, UTILITIES, ETC...) REFERENCED AND SHOWN IN THE PLAN SHEETS IS BASED ON SURVEY (JULY 15, 2022) DATA PROVIDED BY NEW HANOVER COUNTY AIRPORT AUTHORITY AND SURVEY (JANUARY 12, 2024) DATE PROVIDED BY HANOVER DESIGN SERVICES, P.A., REFER TO SHEET G-040. 2. TOPOGRAPHIC SURVEY, INCLUDING FEATURES SHOWN ON THIS SHEET, IS PROVIDED BY HANOVER DESIGN SERVICES, P.A. PROVIDED ON 1-12-2024. PROJECT DATUMS: HORIZONTAL: NAD 83 (2011)VERTICAL: NAVD 88 3. PH1A CONSTRUCTION WORK MAY BE EXISTING, IN PROGRESS OF BEING DEMOLISHED, OR DEMOLISHED AT TIME OF BIDDING. 4. PLAN SHEET MUST BE PRINTED IN COLOR. DOLAN DRIVE HE W LE TT DRIV E TER MIN AL AIRPORT LOT B LOT A LOT C LOT D LOT F LOT E RENTAL CAR LOT LEGEND CONTROL POINT EXISTING FEATURES PHASE 1A CONSTRUCTION FEATURES XX BOU A R D LEV SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 8 \ I L M B P 2 - P h 1 B _ G - 0 7 0 . d w g Pl o t t e d b y : C a s t o , C a i t l i n Pl o t t e d o n : 8 / 8 / 2 0 2 4 5 : 5 6 P M WILMINGTON INTERNATIONAL AIRPORT 100% DESIGN 08/09/2024 XXX JKG JKG G-070 JKG JKG AGS NCDOT ROADWAY DETAILS X X X X X X X INFO. SIGNSTREETINFO. SIGN INFO. SIGN SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN X X M LIMIT SIGN SPEED STOP SIGN INFO. SIGN X X X X X X X X ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVE SPOIL MH MH MH LOT F A I R P O R T B L V D AR FF AC C ESS R OAD M O D E R N A V I A T I O N A C C E S S R O A D M O DERN AVIAT ION DRI V E W A Y AIR POR T BL V D AIRP O R T BL V D EMER GEN C Y AC C ESS R OAD H EW LET T D RIVE TRASK DRI V E TER M INA L HAL L DRIVE GA RD N E R RO A D ARF F A C C E S S R O AD EM ER G EN C Y AC C E S S RO AD T E M P R D W Y AIRPO R T PAR K I NG LOT M ODE RN A V IA T ION PAR KIN G LOT LOT DLOT C LOT E LO T B LOT A DRIVEDOLAN XX SIGNPARKING INFO. SIGN SIGNINFO . STOP LIMIT SIGN SPEED INFO. SIGN INFO. SIGN STOP SIGN SIGN SIGNPARK I N G SIGNPARK I NG SIGNPARK I N G FENCE GATE FENCE FENCE ED G E O F P A V E M E N T FENCE FENCE CONC. WALK TRAFFIC SIGN EMER GEN C Y AC C ESS R OAD AIR POR T BL V D AIRP O R T BL V D A I R P O R T B L V D EM ER G EN C Y AC C E S S RO AD M ODE RN A V IA T ION PAR KIN G LOT AR FF AC C ESS R OAD M O D E R N A V I A T I O N A C C E S S R O A D M O DERN AVIAT ION DRI V E W A Y AIRPO R T PAR K I NG LOT ARF F A C C E S S R O AD AR F F / P S O SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 8 \ I L M B P 2 - P h 1 B _ G C - 0 0 5 - 0 1 1 . d w g Pl o t t e d b y : C a s t o , C a i t l i n Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 1 1 : 0 1 A M WILMINGTON INTERNATIONAL AIRPORT NO RTH SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 400200200 200 100% DESIGN 08/09/2024 PROGRAM PHASE 1A (PORTIONS STILL IN PROGRESS AND/OR COMPLETE) PROGRAM PHASE 1B - WORK AREA 1 PROGRAM PHASE 1B - WORK AREA 2 PROGRAM PHASE 1B - WORK AREA 3 PROPOSED BARRICADES GC-005 CCR AGS CCR PROGRAM PHASE 1B OVERALL PHASING LEGENDLEGEND HANG A R 3 HANGAR 5 HANGAR 7 HANGAR 2 HANGAR 6 H A N GA R 1 HANG AR 4 H A N G A R B U I L D I N G 1 0 MODERN AVI ATION NOTES 1. PHASE 1B INCLUDES THREE (3) WORK AREAS: 1.1. WORK AREA 1 INCLUDES CONSTRUCTION OF ENTRY PLAZA INTO LOT F (ECONOMY) ANDLOT F (ECONOMY) PARKING, INTERIM ENTRY INTO LOT C (LONG TERM) PARKING, PARTIAL CONSTRUCTION OF LOT C (LONG TERM) PARKING LOT. 1.2. WORK AREA 2 INCLUDES CONSTRUCTION OF THE PERMANENT LOT C (LONG TERM) ENTRY PLAZA AND CANOPY AND ASPHALT ENTRY ROAD. THIS ENTRY WILL SERVE AS THE INTERIM SHORT TERM PARKING ENTRY. WORK AREA 2 ALSO INCLUDES THE CONSTRUCTION OF PROPOSED AIRPORT BOULEVARD ENTRANCE, TEMPORARYCONNECTION TO EXISTING CURBFRONT AND LOT D, RETURN TO TERMINAL, CELL PHONELOT, CONSTRUCTION OF INTERIM CURBFRONT, AND CONNECTION TO FUTURE AIRPORTBOULEVARD IN PHASE 2. WORK AREA 2 ALSO INCLUDES THE CONSTRUCTION OF LOT C (LONG TERM AND INTERIM SHORT TERM) PARKING, THE CONSTRUCTION OF THE GRASS LOT/OVERFLOW PARKING IN LOT C (LONG TERM) AND THE CONSTRUCTION OF THE INTERIM CURBFRONT. WORK AREA 2 ALSO INCLUDES THE CONSTRUCTION OF PARKING EXIT PLAZA AND CANOPY, PARKING ADMINISTRATION BUILDING AND ASSOCIATED PARKING SPACES, PROPOSED SHUTTLE ROUTE ACCESS ROAD, CONNECTION TOAIRPORT BOULEVARD, CONSTRUCTION OF INTERIM CURBFRONT CONNECTION TO EXITONTO AIRPORT BOULEVARD AND TEMPORARY CONNECTION FOR EXITING TERMINAL CURBFRONT TRAFFIC TO EXIT TO AIRPORT BOULEVARD. WORK AREA 2 ALSO INCLUDES THE CONSTRUCTION OF THE TAXIWAY F PERIMETER ROAD. 1.3. WORK AREA 3 INCLUDES THE CONSTRUCTION OF THE INTERIM COVERED WALKWAY AND INTERIM GOLF CART PATH. 2. EXIT ROUTE FROM AIRPORT BOULEVARD AT TERMINAL CURBFRONT TO BE CONSTRUCTED BY CONTRACTOR WITH APPROVAL BY THE OWNER. ANY TEMPORARY EXITS AROUND THELIMITS OF CONSTRUCTION SHALL MAINTAIN EQUAL OR GREATER LEVELS OF TRAFFIC.TRAFFIC SIGNAGE AND BARRICADES TO BE PROVIDED BY THE CONTRACTOR. 3. NIGHT WORK WILL BE REQUIRED TO MINIMIZE DISRUPTION TO EXISTING ROADWAY OPERATIONS. THE CONTRACTOR SHALL PREPARE A SAFETY PLAN SPECIFIC TO NIGHTTIME CONSTRUCTION OPERATIONS. 4. CONTRACTOR SHALL PERFORM ALL WORK WITHIN CONSTRUCTION LIMITS SHOWN. 5. ACCESS FOR AIRPORT RESCUE AND FIRE FIGHTING EQUIPMENT AND PERSONNEL SHALLBE MAINTAINED AT ALL TIMES. OPERATIONS SHALL HAVE THE RIGHT-OF-WAY OVER ALLCONTRACTORS AT ALL TIMES. 6. CONTRACTOR SHALL MAINTAIN SAFE VEHICULAR ACCESS AND MOBILITY ON LANDSIDE ROADWAYS, DRIVEWAYS, AND OTHER AREAS. REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, NCDOT, AND OTHER FEDERAL, STATE, OR LOCAL REQUIREMENTS. 7. THE CONTRACTOR SHALL MAINTAIN ADEQUATE SIGHT DISTANCE AND KEEP ALL TRAFFIC LANES OPERATIONAL AS SHOWN ON THE PLAN 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CONSTANT COORDINATION BETWEEN THE SUBCONTRACTORS IN ADDITION TO COORDINATION WITH THE OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL ALSO MAINTAIN CONSTANT COMMUNICATION WITH OTHER CONTRACTORS WORKING WITHIN THE AIRPORT PROPERTY LIMITS. ALLCONSTRUCTION ACTIVITIES PLANNED BY THE CONTRACTOR SHALL BE REVIEWED ANDAPPROVED BY THE OWNER'S REPRESENTATIVE AND AIRPORT OPERATIONS REPRESENTATIVES. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MAINTENANCE OF VEHICLE AND PEDESTRIAN TRAFFIC, ALONG WITH ASSOCIATED BARRICADES, TEMPORARY PAVEMENTS, AND SIGNAGE, FOR SAFE PASSAGE AROUND AND THROUGH THE CONSTRUCTION SITE DURING EACH PHASE OF THE PROJECT. CHANGES IN THE VEHICLE OR PEDESTRIAN PATHWAYS TO AND FROM THE TERMINAL AND PARKING LOTS SHALL BE REVIEWED AND APPROVED BY THE OWNERS REPRESENTATIVE AND AIRPORT OPERATIONS. PROPOSED LOT F ENTRY PROPOSED INTERIMLOT C (LONG TERM)PARKING ENTRY PROPOSED LOT C PARKING (LONG TERM PARKING) PROPOSED CANOPY AND ENTRY PLAZA PROPOSED ASPHALT ENTRYROAD PROPOSEDOVERFLOW/GRASS LOTCONSTRUCTION PROPOSED LOT F PARKING PROPOSED OVERFLOW/GRASS LOT CONSTRUCTION PROPOSED PARKING ADMINISTRATION BUILDING AND PARKING PROPOSED EXIT PLAZA AND CANOPY PROPOSED ASPHALTEXIT ROAD PROPOSED LOT F ASPHALT ENTRY ROAD PROPOSED INTERIM SHORT TERM PARKING PROPOSED SHUTTLE ROUTE ACCESS ROAD PROPOSED INTERIMGOLF CART PATH PROPOSED INTERIM COVERED WALKWAY PROPOSED INTERIMCURBFRONT PROPOSED CELLPHONE LOT PROPOSED RETURN TO TERMINAL EXISTING TEMPORARY CONNECTION TO AIRPORT BLVD TO BE CONSTRUCTED IN PHASE 1A TAXIWAY F PERIMETER ROAD 1 ADDENDUM #1 8/23/2024 1 1 1 TEMPORARY CONNECTION TO EXISTING AIRPORT BOULEVARD FROM EXISTING TERMINAL CURBFRONT - SEE NOTE 2. X X X X X X X INFO .SIGNSTREETINFO . S IGN INFO. SIGN SIGN STOP SIGN STOP SIG N STOP SIGN STOP SIGN X X M LIMIT SIGN SPEE D STOP SIG N INFO. SIGN X X X X X X X X ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVE SPOIL MH MH MH LOT F A I R P O R T B L V D A R FF A C C E S S R OA D M O D E R N A V I A T I O N A C C E S S R O A D MO D ER N AVIAT IO N DRI V E W A Y AIRPO R T BLV D AIRP O R T B L V D EMERG ENCY AC C E S S R O AD H E W LE TT D RIV E TRASK DRI V E TER M INA L HALL D RIVE GA RDNER R OA D ARFF AC CESS R O AD EME RGE NCY A CCESS R OA D T E M P R D W Y AIRPO R T PAR K I NG LOT MO DE RN A V IA T IO N PAR KI N G L OT LOT D LOT C L OT E LOT B LOT A DRIVEDOLAN XX SIGNPARK I NG INFO. SIGN SIGNINFO. STOP LIMIT SIGN SPEE D INFO . S IGN INFO. SIGN STOP SIG N SIGN SIGNPAR K I NG SIGNPARKING SIGNPARK I NG FENCE GATE FENCE FENCE EDGE OF P AVEMENT FENCE FENCE CONC. WALK TRAFFIC SIGN EMERG ENCY AC C E S S R O AD AIRPO R T BLV D AIRP O R T B L V D A I R P O R T B L V D EME RGE NCY A CCESS R OA D MO DE RN A V IA T IO N PAR KI N G L OT A R FF A C C E S S R OA D M O D E R N A V I A T I O N A C C E S S R O A D MO D ER N AVIAT IO N DRI V E W A Y AIRPO R T PAR K I NG LOT ARFF AC CESS R O AD AR F F / P S O SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 8 \ I L M B P 2 - P h 1 B _ G C - 0 0 5 - 0 1 1 . d w g Pl o t t e d b y : C a s t o , C a i t l i n Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 1 1 : 1 2 A M WILMINGTON INTERNATIONAL AIRPORT N OR T H SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 400200200 200 100% DESIGN 08/09/2024 GC-006 CCR AGS CCR PHASE 1B WORK AREA 1 LEGENDLEGEND HANG A R 3 HAN G A R 5 HANGAR 7 HANG A R 2 HAN G A R 6 HA NG A R 1 H AN G AR 4 H A N G A R B U I L DI N G 1 0 PROPOSED LOT F ENTRY PHASE 1A CONSTRUCTION (PORTIONS STILL IN PROGRESS AND/OR COMPLETE) PROGRAM PHASE 1B - WORK AREA 1 PROPOSED BARRICADES PROPOSED PEDESTRIAN WALKWAY MOD ERN AVI ATION NOTES PROPOSED INTERIMLOT C (LONG TERM) PARKING ENTRY PROPOSED LOT C (LONG TERM) PARKING PROPOSED LOT F ASPHALT ENTRY ROAD 1. WORK AREA 1 INCLUDES CONSTRUCTION OF ENTRY PLAZA INTO LOT F (ECONOMY) ANDLOT F (ECONOMY) PARKING, INTERIM ENTRY INTO LOT C (LONG TERM) PARKING, PARTIAL CONSTRUCTION OF LOT C (LONG TERM) PARKING LOT. 2. NIGHT WORK WILL BE REQUIRED TO MINIMIZE DISRUPTION TO EXISTING ROADWAY OPERATIONS. THE CONTRACTOR SHALL PREPARE A SAFETY PLAN SPECIFIC TO NIGHTTIME CONSTRUCTION OPERATIONS. 3. CONTRACTOR SHALL PERFORM ALL WORK WITHIN CONSTRUCTION LIMITS SHOWN. 4. ACCESS FOR AIRPORT RESCUE AND FIRE FIGHTING EQUIPMENT AND PERSONNEL SHALL BE MAINTAINED AT ALL TIMES. OPERATIONS SHALL HAVE THE RIGHT-OF-WAY OVER ALL CONTRACTORS AT ALL TIMES. 5. CONTRACTOR SHALL MAINTAIN SAFE VEHICULAR ACCESS AND MOBILITY ON LANDSIDE ROADWAYS, DRIVEWAYS, AND OTHER AREAS. REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, NCDOT, AND OTHER FEDERAL, STATE, OR LOCAL REQUIREMENTS. 6. THE CONTRACTOR SHALL MAINTAIN ADEQUATE SIGHT DISTANCE AND KEEP ALL TRAFFIC LANES OPERATIONAL AS SHOWN ON THE PLAN 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CONSTANT COORDINATIONBETWEEN THE SUBCONTRACTORS IN ADDITION TO COORDINATION WITH THE OWNER'SREPRESENTATIVE. THE CONTRACTOR SHALL ALSO MAINTAIN CONSTANT COMMUNICATIONWITH OTHER CONTRACTORS WORKING WITHIN THE AIRPORT PROPERTY LIMITS. ALL CONSTRUCTION ACTIVITIES PLANNED BY THE CONTRACTOR SHALL BE REVIEWED AND APPROVED BY THE OWNER'S REPRESENTATIVE AND AIRPORT OPERATIONS REPRESENTATIVES. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MAINTENANCE OF VEHICLE AND PEDESTRIAN TRAFFIC, ALONG WITH ASSOCIATED BARRICADES, TEMPORARY PAVEMENTS, AND SIGNAGE, FOR SAFE PASSAGE AROUND AND THROUGH THE CONSTRUCTION SITE DURING EACH PHASE OF THE PROJECT. CHANGES IN THE VEHICLE OR PEDESTRIANPATHWAYS TO AND FROM THE TERMINAL AND PARKING LOTS SHALL BE REVIEWED ANDAPPROVED BY THE OWNERS REPRESENTATIVE AND AIRPORT OPERATIONS. >>>>>>>>>> >> > > >> >> 1 ADDENDUM #1 8/23/2024 1 X X X X X X X INFO. SIGNSTREETINFO. SIGN INFO. SIGN SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN X X M LIMIT SIGN SPE E D STOP SIGN INFO. SIGN X X X X X X X X ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVE SPOIL MH MH MH LOT F A I R P O R T B L V D AR FF AC C ESS R OAD M O D E R N A V I A T I O N A C C E S S R O A D MOD E R N AVIAT ION DRI V E W A Y AIRP O RT BLV D AIRP O R T BL V D EMER GEN C Y AC C ESS R OAD H EW LET T D RIVE TRASK DRI V E TER M INA L HAL L DRIVE GA RD N E R RO A D ARF F A C C E S S R O AD EM ER G EN C Y AC C E S S RO AD T E M P R D W Y AIRPO R T PAR K I NG LOT M ODE RN A V IA T ION PAR KIN G LOT LOT DLOT C LOT E LO T B LOT A DRIVEDOLAN XX SIGNPARKING INFO. SIGN SIGNINFO . STOP LIMIT SIGN SPE E D INFO. SIGN INFO. SIGN STOP SIGN SIGN SIGNPARK I N G SIGNPARK I N G SIGNPARK I N G FENCE GATE FENCE FENCE ED G E O F P A V E M E N T FENCE FENCE CONC. WALK TRAFFIC SIGN EMER GEN C Y AC C ESS R OAD AIRP O RT BLV D AIRP O R T BL V D A I R P O R T B L V D EM ER G EN C Y AC C E S S RO AD M ODE RN A V IA T ION PAR KIN G LOT AR FF AC C ESS R OAD M O D E R N A V I A T I O N A C C E S S R O A D MOD E R N AVIAT ION DRI V E W A Y AIRPO R T PAR K I NG LOT ARF F A C C E S S R O AD AR F F / P S O SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 8 \ I L M B P 2 - P h 1 B _ G C - 0 0 5 - 0 1 1 . d w g Pl o t t e d b y : C a s t o , C a i t l i n Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 1 1 : 0 1 A M WILMINGTON INTERNATIONAL AIRPORT NO RTH SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 400200200 200 100% DESIGN 08/09/2024 GC-007 CCR AGS CCR PHASE 1B WORK AREA 2 LEGENDLEGEND HANG A R 3 HANGAR 5 HANGAR 7 HANGAR 2 HANGAR 6 H A N GA R 1 HANG AR 4 H A N G A R B U I L D I N G 1 0 PROPOSED LOT CCANOPY ANDENTRY PLAZA PHASE 1A CONSTRUCTION (PORTIONS STILL IN PROGRESS AND/OR COMPLETE) PROGRAM PHASE 1B - COMPLETE PROGRAM PHASE 1B - WORK AREA 2 PROPOSED BARRICADES PROPOSED PEDESTRIAN WALKWAY MODERN AVI ATION NOTES PROPOSED ASPHALT ENTRY ROAD 1. WORK AREA 2 INCLUDES CONSTRUCTION OF THE PERMANENT LOT C (LONG TERM) ENTRYPLAZA AND CANOPY AND ASPHALT ENTRY ROAD. THIS ENTRY WILL SERVE AS THE INTERIM SHORT TERM PARKING ENTRY. WORK AREA 2 ALSO INCLUDES THE CONSTRUCTION OF PROPOSED AIRPORT BOULEVARD ENTRANCE, TEMPORARY CONNECTION TO EXISTING CURBFRONT AND LOT D, RETURN TO TERMINAL, CELL PHONE LOT, CONSTRUCTION OF INTERIM CURBFRONT, AND CONNECTION TO FUTURE AIRPORT BOULEVARD IN PHASE 2. WORK AREA 2 ALSO INCLUDES THE CONSTRUCTION OF LOT C (LONG TERM AND INTERIMSHORT TERM) PARKING, THE CONSTRUCTION OF THE GRASS LOT/OVERFLOW PARKING INLOT C (LONG TERM) AND THE CONSTRUCTION OF THE INTERIM CURBFRONT. WORK AREA 2 ALSO INCLUDES THE CONSTRUCTION OF PARKING EXIT PLAZA AND CANOPY, PARKING ADMINISTRATION BUILDING AND ASSOCIATED PARKING SPACES, PROPOSED SHUTTLE ROUTE ACCESS ROAD, CONNECTION TO AIRPORT BOULEVARD, CONSTRUCTION OF INTERIM CURBFRONT CONNECTION TO EXIT ONTO AIRPORT BOULEVARD AND TEMPORARY CONNECTION FOR EXITING TERMINAL CURBFRONT TRAFFIC TO EXIT TO AIRPORT BOULEVARD. WORK AREA 2 ALSO INCLUDES THE CONSTRUCTION OF THE TAXIWAY FPERIMETER ROAD. 2. EXIT ROUTE FROM AIRPORT BOULEVARD AT TERMINAL CURBFRONT TO BE CONSTRUCTED BY CONTRACTOR WITH APPROVAL BY THE OWNER. ANY TEMPORARY EXITS AROUND THE LIMITS OF CONSTRUCTION SHALL MAINTAIN EQUAL OR GREATER LEVELS OF TRAFFIC. TRAFFIC SIGNAGE AND BARRICADES TO BE PROVIDED BY THE CONTRACTOR. 3. NIGHT WORK WILL BE REQUIRED TO MINIMIZE DISRUPTION TO EXISTING ROADWAY OPERATIONS. THE CONTRACTOR SHALL PREPARE A SAFETY PLAN SPECIFIC TO NIGHTTIME CONSTRUCTION OPERATIONS. 4. CONTRACTOR SHALL PERFORM ALL WORK WITHIN CONSTRUCTION LIMITS SHOWN. 5. ACCESS FOR AIRPORT RESCUE AND FIRE FIGHTING EQUIPMENT AND PERSONNEL SHALL BE MAINTAINED AT ALL TIMES. OPERATIONS SHALL HAVE THE RIGHT-OF-WAY OVER ALL CONTRACTORS AT ALL TIMES. 6. CONTRACTOR SHALL MAINTAIN SAFE VEHICULAR ACCESS AND MOBILITY ON LANDSIDE ROADWAYS, DRIVEWAYS, AND OTHER AREAS. REFER TO MANUAL ON UNIFORM TRAFFICCONTROL DEVICES, NCDOT, AND OTHER FEDERAL, STATE, OR LOCAL REQUIREMENTS. 7. THE CONTRACTOR SHALL MAINTAIN ADEQUATE SIGHT DISTANCE AND KEEP ALL TRAFFICLANES OPERATIONAL AS SHOWN ON THE PLAN 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CONSTANT COORDINATIONBETWEEN THE SUBCONTRACTORS IN ADDITION TO COORDINATION WITH THE OWNER'SREPRESENTATIVE. THE CONTRACTOR SHALL ALSO MAINTAIN CONSTANT COMMUNICATION WITH OTHER CONTRACTORS WORKING WITHIN THE AIRPORT PROPERTY LIMITS. ALL CONSTRUCTION ACTIVITIES PLANNED BY THE CONTRACTOR SHALL BE REVIEWED AND APPROVED BY THE OWNER'S REPRESENTATIVE AND AIRPORT OPERATIONS REPRESENTATIVES. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MAINTENANCE OF VEHICLE AND PEDESTRIAN TRAFFIC, ALONG WITH ASSOCIATED BARRICADES, TEMPORARY PAVEMENTS, AND SIGNAGE, FOR SAFE PASSAGE AROUND AND THROUGH THE CONSTRUCTION SITEDURING EACH PHASE OF THE PROJECT. CHANGES IN THE VEHICLE OR PEDESTRIANPATHWAYS TO AND FROM THE TERMINAL AND PARKING LOTS SHALL BE REVIEWED AND APPROVED BY THE OWNERS REPRESENTATIVE AND AIRPORT OPERATIONS. PROPOSED CELL PHONE CONSTRUCTION. PROPOSED ASPHALT ROAD CONSTRUCTION. PROPOSED ASPHALT ROAD CONSTRUCTION. PROPOSED ASPHALT ROAD STUB OUT FOR FUTURE CONNECTION CONSTRUCTION. >> >>>>>> >> >> >> >> > > >> >> PROPOSED OVERFLOW/GRASS LOTCONSTRUCTION PROPOSED LOT C(LONG TERM) PARKING. PROPOSED ASPHALT ROAD CONSTRUCTION PROPOSED CONCRETE SIDEWALK INTERIM CURBDROPOFF PROPOSED PARKING ADMINISTRATION BUILDING AND PARKING PROPOSED EXIT PLAZA AND CANOPY PROPOSED ASPHALT EXIT ROAD PROPOSED SHUTTLE ROUTEACCESS ROAD PROPOSED ASPHALT ROAD CONSTRUCTION. PROPOSED ASPHALT ROADSTUB OUT FOR FUTURECONNECTION IN PHASE 2CONSTRUCTION. PROPOSED ASPHALT ROAD CONSTRUCTION. TEMPORARY CONNECTION TOEXISTING AIRPORT BOULEVARD FROM EXISTING TERMINAL CURBFRONT - SEE NOTE 2. PROPOSE TAXIWAY F PERIMETER ROAD 1 ADDENDUM #1 8/23/2024 EXISTING TEMPORARY CONNECTION TO AIRPORT BLVD TO BE CONSTRUCTED IN PHASE 1A 1 1 1 EXISTING TEMPORARY CONNECTION TO AIRPORT BLVD TO BE CONSTRUCTED INPHASE 1A X X X X X X X INFO. SIGNSTREETINFO. SIGN INFO. SIGN SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN X X M LIMIT SIGN SPE E D STOP SIGN INFO. SIGN X X X X X X X X ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVE SPOIL MH MH MH LOT F A I R P O R T B L V D AR FF AC C ESS R OAD M O D E R N A V I A T I O N A C C E S S R O A D MOD E R N AVIAT ION DRI V E W A Y AIRP O RT BLV D AIRP O R T BL V D EMER GEN C Y AC C ESS R OAD H EW LET T D RIVE TRASK DRI V E TER M INA L HAL L DRIVE GA RD N E R RO A D ARF F A C C E S S R O AD EM ER G EN C Y AC C E S S RO AD T E M P R D W Y AIRPO R T PAR K I NG LOT M ODE RN A V IA T ION PAR KIN G LOT LOT DLOT C LOT E LO T B LOT A DRIVEDOLAN XX SIGNPARKING INFO. SIGN SIGNINFO . STOP LIMIT SIGN SPE E D INFO. SIGN INFO. SIGN STOP SIGN SIGN SIGNPARK I N G SIGNPARK I N G SIGNPARK I N G FENCE GATE FENCE FENCE ED G E O F P A V E M E N T FENCE FENCE CONC. WALK TRAFFIC SIGN EMER GEN C Y AC C ESS R OAD AIRP O RT BLV D AIRP O R T BL V D A I R P O R T B L V D EM ER G EN C Y AC C E S S RO AD M ODE RN A V IA T ION PAR KIN G LOT AR FF AC C ESS R OAD M O D E R N A V I A T I O N A C C E S S R O A D MOD E R N AVIAT ION DRI V E W A Y AIRPO R T PAR K I NG LOT ARF F A C C E S S R O AD AR F F / P S O SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 8 \ I L M B P 2 - P h 1 B _ G C - 0 0 5 - 0 1 1 . d w g Pl o t t e d b y : C a s t o , C a i t l i n Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 1 1 : 0 1 A M WILMINGTON INTERNATIONAL AIRPORT NO RTH SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 400200200 200 100% DESIGN 08/09/2024 GC-008 CCR AGS CCR PHASE 1B WORK AREA 3 HANG A R 3 HANGAR 5 HANGAR 7 HANGAR 2 HANGAR 6 H A N GA R 1 HANG AR 4 H A N G A R B U I L D I N G 1 0 MODERN AVI ATION LEGENDLEGEND PHASE 1A CONSTRUCTION (PORTIONS STILL IN PROGRESS AND/OR COMPLETE) PROGRAM PHASE 1B - COMPLETE PROGRAM PHASE 1B - WORK AREA 3 PROPOSED BARRICADES PROPOSED PEDESTRIAN WALKWAY NOTES PROPOSE TAXIWAY F PERIMETER ROAD 1. WORK AREA 3 INCLUDES THE CONSTRUCTION OF THE INTERIM COVERED WALKWAY ANDINTERIM GOLF CART PATH. 2. NIGHT WORK WILL BE REQUIRED TO MINIMIZE DISRUPTION TO EXISTING ROADWAY OPERATIONS. THE CONTRACTOR SHALL PREPARE A SAFETY PLAN SPECIFIC TO NIGHTTIME CONSTRUCTION OPERATIONS. 3. CONTRACTOR SHALL PERFORM ALL WORK WITHIN CONSTRUCTION LIMITS SHOWN. 4. ACCESS FOR AIRPORT RESCUE AND FIRE FIGHTING EQUIPMENT AND PERSONNEL SHALLBE MAINTAINED AT ALL TIMES. OPERATIONS SHALL HAVE THE RIGHT-OF-WAY OVER ALL CONTRACTORS AT ALL TIMES. 5. CONTRACTOR SHALL MAINTAIN SAFE VEHICULAR ACCESS AND MOBILITY ON LANDSIDE ROADWAYS, DRIVEWAYS, AND OTHER AREAS. REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, NCDOT, AND OTHER FEDERAL, STATE, OR LOCAL REQUIREMENTS. 6. THE CONTRACTOR SHALL MAINTAIN ADEQUATE SIGHT DISTANCE AND KEEP ALL TRAFFIC LANES OPERATIONAL AS SHOWN ON THE PLAN 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CONSTANT COORDINATION BETWEEN THE SUBCONTRACTORS IN ADDITION TO COORDINATION WITH THE OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL ALSO MAINTAIN CONSTANT COMMUNICATIONWITH OTHER CONTRACTORS WORKING WITHIN THE AIRPORT PROPERTY LIMITS. ALLCONSTRUCTION ACTIVITIES PLANNED BY THE CONTRACTOR SHALL BE REVIEWED AND APPROVED BY THE OWNER'S REPRESENTATIVE AND AIRPORT OPERATIONS REPRESENTATIVES. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MAINTENANCE OF VEHICLE AND PEDESTRIAN TRAFFIC, ALONG WITH ASSOCIATED BARRICADES, TEMPORARY PAVEMENTS, AND SIGNAGE, FOR SAFE PASSAGE AROUND AND THROUGH THE CONSTRUCTION SITE DURING EACH PHASE OF THE PROJECT. CHANGES IN THE VEHICLE OR PEDESTRIAN PATHWAYS TO AND FROM THE TERMINAL AND PARKING LOTS SHALL BE REVIEWED ANDAPPROVED BY THE OWNERS REPRESENTATIVE AND AIRPORT OPERATIONS. PROPOSED INTERIM GOLF CART PATH PROPOSED ENCLOSED INTERIM WALKWAY >>>>>> >>>>>> >> >>>>>> >> >> >>>> >> >> > > >> PROPOSED INTERIM COVERED WALKWAY 1 ADDENDUM #1 8/23/2024 1 1 GC-030 JRL TRAFFIC CONTROL NARRATIVE KT AGS GENERAL RESTRICTIONS ·ALL PROPOSED PARCELS OF RIGHT OF WAY AND/OR LEASE AREAS ARE RESTRICTED AND NOT AVAILABLE FOR CONSTRUCTION UNTIL DIRECTED BY THE ENGINEER AND/OR ILM MANAGEMENT. ·ACCESS SHALL BE MAINTAINED TO ALL PROPERTY AND LEASE HOLDS AT ALL TIMES UNLESS OTHERWISE APPROVED BY ILM MANAGEMENT. ·ALLOWABLE LANE CLOSURE TIMES, PEAK AND OFF-PEAK HOURS, NIGHTTIME AND WEEKEND CLOSURE TIMES SHALL BE APPROVED BY THE ENGINEER. ·POSITIVE DRAINAGE AND COMPLIANT STORM WATER POLLUTION PREVENTION MEASURES SHALL BE MAINTAINED THROUGH ALL PHASES OF CONSTRUCTION. ·TEMPORARY LANE CLOSURES FOR PAVEMENT TIE-IN SHALL BE NIGHT-TIME OPERATION ONLY AND ALL LANES OF TRAVEL SHALL BE OPEN BY 5:00 AM. ALL LANE CLOSURES MUST BE APPROVED BY THE ENGINEER OR ILM MANAGEMENT. ·CONTRACTOR TO MAINTAIN EXISTING DRAINAGE AT ALL TIMES DURING CONSTRUCTION. ·CONTRACTOR TO MAINTAIN DEBRIS FREE SWALES, DITCHES AND EXISTING DRAINAGE STRUCTURES DURING CONSTRUCTION. PHASE 1 TRAFFIC ·INSTALL ADVANCE WARNING SIGNS, TRAFFIC CONTROL DEVICES, AND TEMPORARY STRIPING ON ALL EXISTING ROADWAYS, DRIVEWAYS, AND CROSS STREET APPROACHES. ·MAINTAIN EXISTING TRAFFIC CONFIGURATION AND ESTABLISH WORKZONES ALONG AIRPORT BOULEVARD, INCLUDING ACCESS TO LOT F, ACCESS TO EXISTING PARKING, ACCESS TO THE TERMINAL DROPOFF VIA EXISTING AIRPORT LOOP, RETURN TO TERMINAL AS SET IN PHASE 1A, AND AIRPORT EXIT AS SET IN PHASE 1A. CONSTRUCTION ·CONSTRUCT TEMPORARY AND PERMENANT PAVEMENT WITHIN THE MEDIAN OF AIRPORT BOULEVARD ENTRANCE ROAD. ·CONSTRUCT PROPOSED PAVEMENT FOR THE REALIGNED ACCESS INTO PROPOSED ECONOMY AND LONG-TERM PARKING LOTS AT EXISTING LOT F ACCESS. ·CONSTRUCT APPLICABLE PARKING AND ENTRY PLAZAS AS DETAILED IN THE OVERALL PHASING DEVELOPED FOR THE PARKING AREAS IN THIS PLAN SET. PHASE 2 TRAFFIC ·INSTALL ADVANCE WARNING SIGNS, TRAFFIC CONTROL DEVICES, AND TEMPORARY STRIPING ON ALL ROADWAYS, DRIVEWAYS, AND CROSS STREETAPPROACHES. ·SHIFT AIRPORT BOULEVARD ENTRANCE TRAFFIC ONTO PAVEMENT CONSTRUCTED IN PHASE 1 STEP 1. ·SHIFT ENTRANCE TO ECONOMY AND LONG-TERM PARKING ON NEW ACCESS TO PARKING CONSTRUCTED IN PHASE 1 STEP 1. ·SHIFT EMERGENCY ACCESS ROAD TO ONE WAY TRAFFIC. ·MAINTAIN ACCESS TO TERMINAL ON EMERGENCY ACCESS ROAD. ·MAINTAIN TERMINAL EXIT IN PLACE FROM PRIOR PHASE. CONSTRUCTION ·CONSTRUCT PROPOSED AIRPORT BOULEVARD ENTRANCE ROAD FROM BEGINNING OF PROJECT TO TEMPORARY CURBFRONT. ·CONSTRUCT PARKING ENTRY TOLL PLAZA ADJACENT TO TEMPORARY CURBFRONT. ·CONSTRUCT PROPOSED CELL PHONE LOT. ·CONSTRUCT TEMPORARY CONNECTION FROM EMERGENCY ACCESS ROAD TO TRADEWINDS DRIVE FOR ACCESS TO EXISTING PARKING LOTS A/B IN NEXTPHASE. ·CONSTRUCT TEMPORARY CURBFRONT ROAD TO BE USED FOR DETOUR OF ACCESS TO EXISTING TERMINAL DROPOFF AND ACCESS TO EXISTING PARKING LOTS C/D IN NEXT PHASE. ·CONSTRUCT APPLICABLE PARKING AND ENTRY PLAZAS AS DETAILED IN THE OVERALL PHASING DEVELOPED FOR THE PARKING AREAS IN THIS PLAN SET. PHASE 3 TRAFFIC ·INSTALL ADVANCE WARNING SIGNS, TRAFFIC CONTROL DEVICES, AND TEMPORARY STRIPING ON ALL ROADWAYS, DRIVEWAYS, AND CROSS STREETAPPROACHES. ·MAINTAIN AIRPORT BOULEVARD ENTRANCE FROM PRIOR PHASE. ·OPEN AND SHIFT DROPOFF TO TEMPORARY CURBFRONT. ·OPEN TEMPORARY CURBFRONT EXIT TO AIRPORT BOULEVARD EXIT. ·OPEN SHORT-TERM EXIT PLAZA CONSTRUCTED IN PHASE 2 STEP 2. ·MAINTAIN PEDESTRIAN TRAFFIC FROM TEMPORARY CURBFRONT TO EXISTING WALKWAY AND STAIRS AS SHOWN IN THE OVERALL PHASING SHEET FOR THE PARKING AREAS IN THIS PLAN SET. CONSTRUCTION ·CONSTRUCT TEMPORARY WALKWAY FROM TEMPORARY CURBFRONT TO TERMINAL AS DETAILED IN THE OVERALL PHASING SHEETS DEVELOPED FOR THE PARKING AREAS IN THIS PLAN SET. ·DEMOLISH TEMPORARY CONNECTION FROM EXISTING TERMINAL DROPOFF EXIT TO PROPOSED AIRPORT BOULEVARD EXIT CONSTRUCTED IN PHASE 1A CONSTRUCTION DOCUMENTS (PRIOR CONSTRUCTION DOCUMENTS) SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ s a m b e r g a \ d 0 5 3 2 9 4 8 \ I L M B P 2 - P h 1 B _ G C - 0 3 1 . d w g Pl o t t e d b y : S a m b e r g , A n d r e w Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 2 : 4 7 P M WILMINGTON INTERNATIONAL AIRPORT 100% DESIGN 08/09/2024 1 ADDENDUM #1 8/23/2024 1 KT AGS JRL X X X X X X X INFO. SIG N STREET INFO. SIGN INFO. SIGN SIGN STOP SIGN STOP SIG N ST OP SIG N STOP SIGN NCDOT R \ W D ISK NCDOT R \ W D ISK X CURB LINE CURB LINECURB LINE CURB LINE CURB LINE CURB LINE CURB LINE X M SIG N H\C SIGN H\C B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGN C-2 SIGN C-3 SIGN C-4 SIGN C-5 SIG N C-5 SIGN C-5 SIGNB-5 SIG N B-5 SIG N B-5 SIG N B-4 SIGN B-3 SIGN B-3 SIGN B-4 SIGN B-4 S I G N C-4 S I G N C- 3 SIGN B-3 SIGN C-2 S I G N B-2 S I G N C-1 S I G N B-1 S I G N STOP SIGN C-3 SIGN C-3 SIGN C-4 SIGNC-4 SIGN SIGN PARK I NG SIG N PAR KING SIG N PARKING SIGN PARKI NG SIGN PARKI NG SIGN PAR KING SIGN PARKI NG SIGN PARKI NG SIGN PARKI NG SIG N H\C SIGN H\C 5' SIDEWALK CON C R E T E MAR KER GRAV E LPARKI NG CONSTR U C T I ON TRAILE R SIGN H\C SIG N H\C SIGN H\C INFO. B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGN C-2 SIGN C-3 SIGN C-4 SIGN C-5 SIG N C-5 SIGN C-5 SIGNB-5 SIG N B-5 SIG N B-5 SIG N B-4 SIGN B-3 SIGN B-3 SIGN B-4 SIGN B-4 S I G N C-4 S I G N C- 3 SIGN B-3 SIGN C-2 S I G N B-2 S I G N C-1 S I G N B-1 S I G N SIGN LIG HT P OLE TR AFFI C PE D . TRA FFIC SIGNH\C SIGNH\CSIGNH\C SIG N H\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C C-3 SIGN C-3 SIGN C-4 SIGNC-4 SIGN INFO. S IGN SIGN INFO. SIGN INFO. SIGN INF O. SIG N INFO. SIGN INFO. SIGN INFO. SIG N INFO. SIGN INFO. SIGN INFO. SIG N INFO.SIGN INFO.SIGN TICKETBOOT H SIGN PARK I NG SIG N PAR KING SIG N PARKING SIGN PARKI NG SIGN PARKI NG SIGN PAR KING ST OP SIGN PARKI NG SIGN PARKI NG SIGN PARKI NG INF O.SIG N SIG N H\C SIGN H\C GENER A T OR PAD SIGN INFO. SIG N INFO. X X X X X X X X GRAVEL DRIVE X X X SIGN STO P SIGN BUILDING BUILDINGBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD FFE 28.75 ED G E OF PAV E M ENT EDG E OF PA V E M ENT ED G E OF PA V E M EN T EDGE OF PAVE M ENT EDGE O F P A V E M E N T EDGE OF PAVEMENT EDGE OF PAV E M E N T WALK CONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAP CONC. TOWER TRAFFIC SIGN CONC. HVAC EDGE OF PAVMENTCONC. MH MHMH CONCRETE WALK H\CSIGN CRE WCAR GATE FENCE XX SIGN PARKI NG INFO. SIGN SIGN INFO. STOP LIMIT SIG N SPEED INFO. SIGN INFO. SIGN STOP SIGN SIGN SIGN PARKI NG SIGN PAR K I NG SIGN PARKI NG FENCE GATE FENC E FENCE EDGE O F P A V E M ENT FENCE FEN C E CONC. WAL K TRAFFIC SIGN LEGENDPHASE 1 PERMANENT WORKPREVIOUS PHASE PERMANENTWORKPHASE 1 TEMPORARY WORKPREVIOUS PHASE TEMPORARYWORKSIGNARROW BOARDTYPE 3 BARRICADECHANNELIZING DEVICE (SEENCDOT STD 1130.01)PH1A CONSTRUCTION FEATURESEXISTING FEATURESFLOW OF TRAFFIC GC-031 JRL TRAFFIC CONTROL PHASE 1 OVERALL KT AGS SHEET 1 OF 4 SHEET 2 OF 4 SHEET 3 OF 4 SHEET 4 OF 4 MATCH LINE A-A MA TCH LIN E B-B MA TCH LIN E D-D MATCH LINE C-C N O R T H LEGEND PERMANENT WORK THIS PHASE PREVIOUS PHASE PERMANENT WORK TEMPORARY WORK THIS PHASE PREVIOUS PHASE TEMPORARY WORK SIGN ARROW BOARD TYPE 3 BARRICADE CHANNELIZING DEVICE (SEE NCDOT STD 1130.01) PH1A CONSTRUCTION FEATURES EXISTING FEATURES FLOW OF TRAFFIC SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ s a m b e r g a \ d 0 5 3 2 9 4 8 \ I L M B P 2 - P h 1 B _ G C - 0 3 1 . d w g Pl o t t e d b y : S a m b e r g , A n d r e w Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 2 : 4 7 P M WILMINGTON INTERNATIONAL AIRPORT 100% DESIGN 08/09/2024 SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 400200200 200 WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 1 ADDENDUM #1 8/23/2024 1 NOTES1. EXISTING INFORMATION IS BASED ON:a. JULY 15, 2022 AND JANUARY 12, 2024,SURVEY.b. LOT F IS BASED ON OCTOBER 2023 CADDFILE RECEIVED FROM ILM CONSULTANT.c.PH1A DEMO WORK MAY BE EXISTING, INPROGRESS OF BEING DEMOLISHED, ORDEMOLISHED AT TIME OF BIDDING.2. ALL PLAN SHEETS MUST BE PRINTED INCOLOR3. TEMPORARY ROADS FOR TRAFFIC CONTROL PURPOSES ARE SHOWN FOR REFERENCE ONLY. ALL TEMPORARY ROADS AND ASSOCIATED WAYFINDING / REGULATORY SIGNAGE SHALL BE SUBMITTED TO THE OWNER FOR APPROVALPRIOR TO INSTALLATION AND RELOCATIONOF EXISTING TRAFFIC PATTERN. 1 JRL KT AGS KT AGS JRL IN F O. SIG N S T RE E T IN F O. SI G N IN F O. SI G N SI G N ST O P S I G N ST O P S I G N ST O P S I G N ST O P S I G N NCD OT R \W D I S K ST O P SI G N 5' SIDEWALK SIG N IN F O. CHANNELIZING DEVICES @ 10' C-C (TYP) CHANNELIZING DEVICES @ 10' C-C (TYP) 200.00' 250. 00' 200.00' AIR P O R T B O U LE V A R D E M E R G E N C Y A C C E S S R O A D AIR P O R T B O U LE V A R D GA RDN E R R D 100 . 00' A G C-03 6 A G C-03 6 C H A N N E L IZI N G D E V I C E S @ 1 0 C-C (T YP ) YIELD CHANNELIZING DEVICES @ 10' C-C (TYP) GC-031.1 JRL TRAFFIC CONTROL PHASE 1 (SHEET 1 OF 4) KT AGS MATCH LINE A-A MA T CH LIN E D- D N O R T H SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 INV. 11.16STORM SEWERHEADWALLSTORM SEWER CURB INLETRIM 22.78 (fut. EOP) INV. 13.72 (N)INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) STORM SEWERMANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E)INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N)INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALLSTORM SEWERMANHOLERIM 24.51INV. 15.24 (NW)INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E)INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWER MANHOLERIM 24.21INV. 13.27 (E)INV. 13.26 (W) STORM SEWERYARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W)STORM SEWERMANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W)STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W)STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W)STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W)STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W)STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N)INV. 21.29 (W)INV. 19.71 (E) INV. 18.48 (S) STORM SEWERYARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W) STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W)INV. 15.79INV. 15.91INV. 15.83 Allegh e n y Drive STORM SEWER CURB INLETRIM 24.60 (EOP)INV. 18.39 (S)STORM SEWERCURB INLETRIM 24.50 (EOP)INV. 17.13 (N) INV. 13.46 (W)INV. 13.45 (E) STORM SEWER CURB INLETRIM 23.25 (EOP)INV. 13.76 (E)STORM SEWERMANHOLERIM BURIED STORM SEWERMANHOLERIM 23.84INV. 13.35 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N) INV. 20.65 (S)STORM SEWERYARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W)INV. 19.41 (S) STORM SEWERYARD INLETRIM 27.00INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33INV. 20.17INV. 20.99 INV. 20.37STORM SEWERYARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWERYARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S)STORM SEWERMANHOLERIM 25.11INV. 6.52STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAP RIP-RAP STORM SEWER MANHOLERIM 22.71INV. 15.46 (E)INV. 14.39 (S)INV. 14.13 (W)STORM SEWER MANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWERYARD INLETRIM 20.75INV. 7.37 (E)STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N)INV. 17.22 (E)INV. 17.20 (S) STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90INV. 23.08INV. 24.19RIP-RAPINV. 23.98 STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S) INV. 21.836 (W) STORM SEWERCURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S)STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W)RIP-RAPINV. 26.57 INV. 26.37INV. 26.36INV. 25.34INV. 25.07INV. 26.89 RIP-RAPINV. 26.34STORM SEWERCURB INLET EOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWERCURB INLETEOP 3302INV. 30.71 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W) INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWERYARD INLETRIM 37.90INV. 33.80 (E) STORM SEWER CURB INLETEOP 37.67INV. 34.28 (S)INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W)STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W)STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S)INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWER CURB INLETEOP 38.96INV. 36.08 (E)INV. 35.90 (W) STORM SEWER MANHOLERIM 41.90INV. 38.91 (S)INV. 37.69 (E)INV. 37.47 (W) STORM SEWER MANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 ( E ) STORM SEWER MANHOLERIM 42.01INV. 37.67 (W) INV. 37.62 (S) INV. 37.47 (E) STORM SEWER CURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVED OVER)0 STORM SEWER CURB INLETEOP 30.68 INV.26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWE R YARD INLETRIM 21.60 INV.13.28 (N) INV.13.29 (S) STORM SEWERMANHOLE RIM 22.36 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM 19.46INV. 15.54 (S) STORM SEWERMANHOLE RIM 22.36INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S)STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV. 12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP)INV. 12.77 (N) INV. 12.75 (E) M STOPINFO. 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SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\PELEC.VAULTSIGNPARKING EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTELEC.VAULTELEC.VAULTINFO. SIGN LIMIT SIGNSPEEDSIGNELEC.PANELSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED.SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO.ELEC.PED.ELEC.PED.SIGNINFO.SIGNINFO.SIGNELEC.PED.INFO.SIGNTICKETBOOTH ELEC.PED.ELEC.VAULT SIGNPARKINGL\PSIGNPARKINGSIGNPARKINGSIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKINGL\PSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGELEC.PED.ELEC.PANELINFO.SIGNSIGNH\CSIGNH\CEDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTDUCTVAULTFAAMARKERGENERATORPADBACK FLOWPREVENTER WATERMETEREDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTINFO. SIGNTELE.VAULTELEC.VAULTL\PL\PL\PL\PL\PL\PELEC.VAULTTELE.VAULTELEC.VAULT W\VENCLOSURETELE.VAULTELEC.VAULTSIGNINFO.TELE.MHTELE.MHELEC.MH.L\PELEC.TRANS. INFO. SIGNELEC.TRANS. SIGNINFO. SIGNL\PL\PL\PSIGNINFO. ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVE GRAVEL DRIVE SPOIL SIGNSTOP SIGNBUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTFENCEFENCEFENCEWALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 04 KEY MAP 03 0201 LEGEND PERMANENT WORK THIS PHASE PREVIOUS PHASE PERMANENT WORK TEMPORARY WORK THIS PHASE PREVIOUS PHASE TEMPORARY WORK SIGN ARROW BOARD TYPE 3 BARRICADE CHANNELIZING DEVICE (SEE NCDOT STD 1130.01) PH1A CONSTRUCTION FEATURES EXISTING FEATURES FLOW OF TRAFFIC SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ s a m b e r g a \ d 0 5 3 2 9 4 8 \ I L M B P 2 - P h 1 B _ G C - 0 3 1 . d w g Pl o t t e d b y : S a m b e r g , A n d r e w Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 2 : 4 7 P M WILMINGTON INTERNATIONAL AIRPORT 100% DESIGN 08/09/2024 WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 1 1 ADDENDUM #1 8/23/2024 NOTES1. EXISTING INFORMATION IS BASED ON:a. JULY 15, 2022 AND JANUARY 12, 2024,SURVEY.b. LOT F IS BASED ON OCTOBER 2023 CADDFILE RECEIVED FROM ILM CONSULTANT.c.PH1A DEMO WORK MAY BE EXISTING, INPROGRESS OF BEING DEMOLISHED, ORDEMOLISHED AT TIME OF BIDDING.2. ALL PLAN SHEETS MUST BE PRINTED INCOLOR3. TEMPORARY ROADS FOR TRAFFIC CONTROL PURPOSES ARE SHOWN FOR REFERENCE ONLY. ALL TEMPORARY ROADS AND ASSOCIATED WAYFINDING / REGULATORY SIGNAGE SHALL BE SUBMITTED TO THE OWNER FOR APPROVALPRIOR TO INSTALLATION AND RELOCATIONOF EXISTING TRAFFIC PATTERN. 1 TEMPORARY ROADWAY TO BE INSTALLED IN PHASE 1A SHOWN FOR REFERENCE ONLY. SEE NOTE 3 JRL KT AGS KT AGS JRL N C DOT R \W D I S K X X G RA V E L P A RK IN G CO N S T R U C T IO N TR AI L E R SI G N GRAVE L DRIV E X X 100.00' 1 0 0 . 0 0 ' C H A N N E L I Z I N G D E V I C E S @ 10 C- C (T YP ) E M E R G E N C Y A C C E S S R O A D LO T A L O T B T R A D E W I N D S D R 100 . 00' GC-031.2 JRL TRAFFIC CONTROL PHASE 1 (SHEET 2 OF 4) KT AGS MATCH LINE A-A MA T CH LIN E B- B N O R T H SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 INV. 11.16STORM SEWERHEADWALLSTORM SEWER CURB INLETRIM 22.78 (fut. EOP) INV. 13.72 (N)INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) STORM SEWERMANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E)INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N)INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALLSTORM SEWERMANHOLERIM 24.51INV. 15.24 (NW)INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E)INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWER MANHOLERIM 24.21INV. 13.27 (E)INV. 13.26 (W) STORM SEWERYARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W)STORM SEWERMANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W)STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W)STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W)STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W)STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W)STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N)INV. 21.29 (W)INV. 19.71 (E) INV. 18.48 (S) STORM SEWERYARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W) STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W)INV. 15.79INV. 15.91INV. 15.83 Allegh e n y Drive STORM SEWER CURB INLETRIM 24.60 (EOP)INV. 18.39 (S)STORM SEWERCURB INLETRIM 24.50 (EOP)INV. 17.13 (N) INV. 13.46 (W)INV. 13.45 (E) STORM SEWER CURB INLETRIM 23.25 (EOP)INV. 13.76 (E)STORM SEWERMANHOLERIM BURIED STORM SEWERMANHOLERIM 23.84INV. 13.35 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N) INV. 20.65 (S)STORM SEWERYARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W)INV. 19.41 (S) STORM SEWERYARD INLETRIM 27.00INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33INV. 20.17INV. 20.99 INV. 20.37STORM SEWERYARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWERYARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S)STORM SEWERMANHOLERIM 25.11INV. 6.52STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAP RIP-RAP STORM SEWER MANHOLERIM 22.71INV. 15.46 (E)INV. 14.39 (S)INV. 14.13 (W)STORM SEWER MANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWERYARD INLETRIM 20.75INV. 7.37 (E)STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N)INV. 17.22 (E)INV. 17.20 (S) STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90INV. 23.08INV. 24.19RIP-RAPINV. 23.98 STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S) INV. 21.836 (W) STORM SEWERCURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S)STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W)RIP-RAPINV. 26.57 INV. 26.37INV. 26.36INV. 25.34INV. 25.07INV. 26.89 RIP-RAPINV. 26.34STORM SEWERCURB INLET EOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWERCURB INLETEOP 3302INV. 30.71 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W) INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWERYARD INLETRIM 37.90INV. 33.80 (E) STORM SEWER CURB INLETEOP 37.67INV. 34.28 (S)INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W)STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W)STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S)INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWER CURB INLETEOP 38.96INV. 36.08 (E)INV. 35.90 (W) STORM SEWER MANHOLERIM 41.90INV. 38.91 (S)INV. 37.69 (E)INV. 37.47 (W) STORM SEWER MANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 ( E ) STORM SEWER MANHOLERIM 42.01INV. 37.67 (W) INV. 37.62 (S) INV. 37.47 (E) STORM SEWER CURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVED OVER)0 STORM SEWER CURB INLETEOP 30.68 INV.26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWE R YARD INLETRIM 21.60 INV.13.28 (N) INV.13.29 (S) STORM SEWERMANHOLE RIM 22.36 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM 19.46INV. 15.54 (S) STORM SEWERMANHOLE RIM 22.36INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S)STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV. 12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP)INV. 12.77 (N) INV. 12.75 (E) M STOPINFO. SIGNINFO. SIGNLIMIT SIGNSPEED SIGNPARKINGSIGNPARKING LIMIT SIGNSPEEDINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNSIGNSTREETB-9BOREB-7BOREB-2BOREB-6BOREB-4BOREINFO. SIGN EXIT SIGN LIMIT SIGNSPEED SIGNH\CSIGNH\CSIGNH\CINFO. SIGNINFO. SIGNINFO. SIGN LIMIT SIGNSPEEDINFO.INFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNB-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGNC-5 SIGNC-5 SIGNB-5 SIGN B-5 SIGNB-5 SIGNB-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGN STOP SIGNSTOP SIGNSTOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGNSTOPSIGNSTOP SIGN SIGNSTREETSIGNYIELDSIGNYIELDSIGNINFO.SIGNSTREET SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNYIELDSIGNINFO.SIGNILM SIGNINFO.LIGHT POLETRAFFICPED.TRAFFIC SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGNSIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGNSIGNPARKING INFO. SIGN LIMIT SIGNSPEEDSIGN SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO.SIGN SIGNPARKINGSIGNPARKINGSIGNPARKINGSIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKING STOPSIGNPARKINGSIGNPARKINGSIGNPARKINGINFO.SIGNSIGNH\CSIGNH\CINFO. SIGNSIGNINFO.INFO. SIGN SIGNINFO. SIGNSIGNINFO.L\PL\P L\PL\PP\PP\PP\PP\PP\PP\PP\PP\P G\WG\WG\WG\WG\WG\WG\WG\WG\WSTOP ELEC.VAULTINFO. SIGNINFO. SIGNLIMIT SIGNSPEED SIGNPARKINGSIGNPARKING LIMIT SIGNSPEEDINFO. SIGNINFO. SIGNELEC.VAULTINFO. SIGNINFO. SIGNSIGNSTREETELEC.BOXB-9BOREB-7BORESWITCHCABINETB-2BOREB-6BOREAT&TVAULTB-4BOREINFO. SIGN OVERHEAD LINE EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT5' SIDEWALK EXIT SIGNPED.BELLSOUTHCONCRETEMARKER LIMIT SIGNSPEEDPEDESTAL AT&TPEDESTALELEC. CONDUIT BLOCKFOOTERCONC.HEADWALLCONC.HEADWALLCONC.HEADWALL CONC.FLUMEGRAVELPARKINGCONSTRUCTIONTRAILER SIGNH\CSIGNH\CSIGNH\CL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PINFO. SIGNINFO. SIGNINFO. SIGN LIMIT SIGNSPEEDL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PAT&TPEDESTALL\PP\P L\PINFO.INFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PINFO. SIGNINFO. SIGNINFO. SIGNB-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGNC-5 SIGNC-5 SIGNB-5 SIGN B-5 SIGNB-5 SIGNB-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGN L\P STOP SIGNSTOP SIGNTELE.PED.ELEC.MH.TELE.MHELEC.MH.ELEC.MH. ELEC.MH.ELEC.MH.ELEC.MH.TELE.MHTELE.MHTELE.MHTELE.MHTELE.MHTELE.PED.FIBERVAULTELEC.VAULTSTOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGNSTOPSIGNSTOP SIGN SIGNSTREETSIGNYIELDPANELELEC.SIGNYIELDSIGNINFO.SIGNSTREET SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\PL\PSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNYIELDVALVESEWERSIGNINFO.SIGNVAULTELEC.PED.ELEC.METERSIGNILM SIGNINFO.VAULTFIBER LIGHT POLETRAFFICVAULTFIBERVAULTSIGNALMARKERFIBER ELEC.METERVAULTFIBERPED.TRAFFIC SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGNL\PVAULTELEC.EDGE OF PAVEMENT EDGE OF PAVEMENTSIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\PELEC.VAULTSIGNPARKING EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTELEC.VAULTELEC.VAULTINFO. SIGN LIMIT SIGNSPEEDSIGNELEC.PANELSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED.SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO.ELEC.PED.ELEC.PED.SIGNINFO.SIGNINFO.SIGNELEC.PED.INFO.SIGNTICKETBOOTH ELEC.PED.ELEC.VAULT SIGNPARKINGL\PSIGNPARKINGSIGNPARKINGSIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKINGL\PSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGELEC.PED.ELEC.PANELINFO.SIGNSIGNH\CSIGNH\CEDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTDUCTVAULTFAAMARKERGENERATORPADBACK FLOWPREVENTER WATERMETEREDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTINFO. SIGNTELE.VAULTELEC.VAULTL\PL\PL\PL\PL\PL\PELEC.VAULTTELE.VAULTELEC.VAULT W\VENCLOSURETELE.VAULTELEC.VAULTSIGNINFO.TELE.MHTELE.MHELEC.MH.L\PELEC.TRANS. INFO. SIGNELEC.TRANS. SIGNINFO. SIGNL\PL\PL\PSIGNINFO. ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVE GRAVEL DRIVE SPOIL SIGNSTOP SIGNBUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTFENCEFENCEFENCEWALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 04 KEY MAP 03 0201 LEGEND PERMANENT WORK THIS PHASE PREVIOUS PHASE PERMANENT WORK TEMPORARY WORK THIS PHASE PREVIOUS PHASE TEMPORARY WORK SIGN ARROW BOARD TYPE 3 BARRICADE CHANNELIZING DEVICE (SEE NCDOT STD 1130.01) PH1A CONSTRUCTION FEATURES EXISTING FEATURES FLOW OF TRAFFIC SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ s a m b e r g a \ d 0 5 3 2 9 4 8 \ I L M B P 2 - P h 1 B _ G C - 0 3 1 . d w g Pl o t t e d b y : S a m b e r g , A n d r e w Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 2 : 4 8 P M WILMINGTON INTERNATIONAL AIRPORT 100% DESIGN 08/09/2024 WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 1 1 ADDENDUM #1 8/23/2024 NOTES1. EXISTING INFORMATION IS BASED ON:a. JULY 15, 2022 AND JANUARY 12, 2024,SURVEY.b. LOT F IS BASED ON OCTOBER 2023 CADDFILE RECEIVED FROM ILM CONSULTANT.c.PH1A DEMO WORK MAY BE EXISTING, INPROGRESS OF BEING DEMOLISHED, ORDEMOLISHED AT TIME OF BIDDING.2. ALL PLAN SHEETS MUST BE PRINTED INCOLOR3. TEMPORARY ROADS FOR TRAFFIC CONTROL PURPOSES ARE SHOWN FOR REFERENCE ONLY. ALL TEMPORARY ROADS AND ASSOCIATED WAYFINDING / REGULATORY SIGNAGE SHALL BE SUBMITTED TO THE OWNER FOR APPROVALPRIOR TO INSTALLATION AND RELOCATIONOF EXISTING TRAFFIC PATTERN. 1 TEMPORARY ROADWAY TO BEINSTALLED IN PHASE 1A SHOWN FORREFERENCE ONLY. SEE NOTE 3 JRL KT AGS KT AGS JRL X X X X X X X X X X CU R B L INE CUR B L I N E CU R B LI N E X X X X X X X SI G N H\C SI GN H\C B-5 S IG N B-4 SIGN B-3 SIG N B-2 SIGN B-1 SIGN C-1 SIGN C-2 SIGN C-3 SIG N C-4 SIGN C- 5 SIGN C-5 SIGN C- 5 SIGN B- 5 SI GN B- 5 SI G N B- 5 SI GN B-4 SI G N B- 3 SI G N B- 3 SI G N B-4 SI G N B-4 S IG N C-4 SI GN C - 3 SI G N B- 3 S I GN C-2 S I G N B- 2 SI GN C-1 SI GN B-1 SIGN C-3 SIGN C-3 SIG N C-4 SIGNC-4 SIGN SI GN PA R KIN G SI G N PA R KI N G SI G N PA R K I N G SIG N PA R KI N G SI G N P A R K I N G SIG N PAR KI N G SI GN P A RK IN G SI G N PA R K I N G SIG N PA R K I N G SI G N H\C SI G N H\C SI G N H\C SI G N H\C SI GN H\C IN F O. B-5 S IG N B-4 SIGN B-3 SIG N B-2 SIGN B-1 SIGN C-1 SIGN C-2 SIGN C-3 SIG N C-4 SIGN C- 5 SIGN C-5 SIGN C- 5 SIGN B- 5 SI GN B- 5 SI G N B- 5 SI GN B-4 SI G N B- 3 SI G N B- 3 SI G N B-4 SI G N B-4 S IG N C-4 SI GN C - 3 SI G N B- 3 S I GN C-2 S I G N B- 2 SI GN C-1 SI GN B-1 SIGN SI G N SIGNH\C SIGNH\CSIGNH\C SI G N H\ C SIGNH\C SIG NH\C SIGN H\C SIGNH\C C-3 SIGN C-3 SIG N C-4 SIGNC-4 SIGN IN F O . S I G N SI GN IN F O. SI GN IN F O. SI G N IN F O. SI G N IN F O. SI G N IN F O. SIG N IN F O. SI G N IN F O. SIG N IN F O. SI G N IN F O. SIG N IN F O. SI G N IN F O. SI G N TIC KE T BO O T H SI GN PA R KIN G SI G N PA R KI N G SI G N PA R K I N G SIG N PA R KI N G SI G N P A R K I N G SIG N PAR KI N G S T O P SI GN P A RK IN G SI G N PA R K I N G SIG N PA R K I N G IN FO.SIG N SI G N H\C SI G N H\C SI G N IN F O. SI G N IN F O. FENCE S T OP IN FO . S I G N INF O. S I GN SI G N SI GN PA R KI N G SI G N PA R K I N G G A TE FE N C E FE NC E A I R P O R T B O U L E V A R D LO T C AIRP ORT BOUL E VARD D O L A N D R I V E L O T E A R F F A C C E S S R O A D TEM P RDW Y A I R P O R T B O U L E V A R D GC-031.3 JRL TRAFFIC CONTROL PHASE 1 (SHEET 3 OF 4) KT AGS MATCH LINE C-C MAT CH L I NE B - B N O R T H SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 INV. 11.16STORM SEWERHEADWALLSTORM SEWER CURB INLETRIM 22.78 (fut. EOP) INV. 13.72 (N)INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) STORM SEWERMANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E)INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N)INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALLSTORM SEWERMANHOLERIM 24.51INV. 15.24 (NW)INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E)INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWER MANHOLERIM 24.21INV. 13.27 (E)INV. 13.26 (W) STORM SEWERYARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W)STORM SEWERMANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W)STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W)STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W)STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W)STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W)STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N)INV. 21.29 (W)INV. 19.71 (E) INV. 18.48 (S) STORM SEWERYARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W) STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W)INV. 15.79INV. 15.91INV. 15.83 Allegh e n y Drive STORM SEWER CURB INLETRIM 24.60 (EOP)INV. 18.39 (S)STORM SEWERCURB INLETRIM 24.50 (EOP)INV. 17.13 (N) INV. 13.46 (W)INV. 13.45 (E) STORM SEWER CURB INLETRIM 23.25 (EOP)INV. 13.76 (E)STORM SEWERMANHOLERIM BURIED STORM SEWERMANHOLERIM 23.84INV. 13.35 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N) INV. 20.65 (S)STORM SEWERYARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W)INV. 19.41 (S) STORM SEWERYARD INLETRIM 27.00INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33INV. 20.17INV. 20.99 INV. 20.37STORM SEWERYARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWERYARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S)STORM SEWERMANHOLERIM 25.11INV. 6.52STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAP RIP-RAP STORM SEWER MANHOLERIM 22.71INV. 15.46 (E)INV. 14.39 (S)INV. 14.13 (W)STORM SEWER MANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWERYARD INLETRIM 20.75INV. 7.37 (E)STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N)INV. 17.22 (E)INV. 17.20 (S) STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90INV. 23.08INV. 24.19RIP-RAPINV. 23.98 STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S) INV. 21.836 (W) STORM SEWERCURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S)STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W)RIP-RAPINV. 26.57 INV. 26.37INV. 26.36INV. 25.34INV. 25.07INV. 26.89 RIP-RAPINV. 26.34STORM SEWERCURB INLET EOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWERCURB INLETEOP 3302INV. 30.71 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W) INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWERYARD INLETRIM 37.90INV. 33.80 (E) STORM SEWER CURB INLETEOP 37.67INV. 34.28 (S)INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W)STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W)STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S)INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWER CURB INLETEOP 38.96INV. 36.08 (E)INV. 35.90 (W) STORM SEWER MANHOLERIM 41.90INV. 38.91 (S)INV. 37.69 (E)INV. 37.47 (W) STORM SEWER MANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 ( E ) STORM SEWER MANHOLERIM 42.01INV. 37.67 (W) INV. 37.62 (S) INV. 37.47 (E) STORM SEWER CURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVED OVER)0 STORM SEWER CURB INLETEOP 30.68 INV.26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWE R YARD INLETRIM 21.60 INV.13.28 (N) INV.13.29 (S) STORM SEWERMANHOLE RIM 22.36 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM 19.46INV. 15.54 (S) STORM SEWERMANHOLE RIM 22.36INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S)STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV. 12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP)INV. 12.77 (N) INV. 12.75 (E) M STOPINFO. SIGNINFO. SIGNLIMIT SIGNSPEED SIGNPARKINGSIGNPARKING LIMIT SIGNSPEEDINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNSIGNSTREETB-9BOREB-7BOREB-2BOREB-6BOREB-4BOREINFO. SIGN EXIT SIGN LIMIT SIGNSPEED SIGNH\CSIGNH\CSIGNH\CINFO. SIGNINFO. SIGNINFO. SIGN LIMIT SIGNSPEEDINFO.INFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNB-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGNC-5 SIGNC-5 SIGNB-5 SIGN B-5 SIGNB-5 SIGNB-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGN STOP SIGNSTOP SIGNSTOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGNSTOPSIGNSTOP SIGN SIGNSTREETSIGNYIELDSIGNYIELDSIGNINFO.SIGNSTREET SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNYIELDSIGNINFO.SIGNILM SIGNINFO.LIGHT POLETRAFFICPED.TRAFFIC SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGNSIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGNSIGNPARKING INFO. SIGN LIMIT SIGNSPEEDSIGN SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO.SIGN SIGNPARKINGSIGNPARKINGSIGNPARKINGSIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKING STOPSIGNPARKINGSIGNPARKINGSIGNPARKINGINFO.SIGNSIGNH\CSIGNH\CINFO. SIGNSIGNINFO.INFO. SIGN SIGNINFO. SIGNSIGNINFO.L\PL\P L\PL\PP\PP\PP\PP\PP\PP\PP\PP\P G\WG\WG\WG\WG\WG\WG\WG\WG\WSTOP ELEC.VAULTINFO. SIGNINFO. SIGNLIMIT SIGNSPEED SIGNPARKINGSIGNPARKING LIMIT SIGNSPEEDINFO. SIGNINFO. SIGNELEC.VAULTINFO. SIGNINFO. SIGNSIGNSTREETELEC.BOXB-9BOREB-7BORESWITCHCABINETB-2BOREB-6BOREAT&TVAULTB-4BOREINFO. SIGN OVERHEAD LINE EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT5' SIDEWALK EXIT SIGNPED.BELLSOUTHCONCRETEMARKER LIMIT SIGNSPEEDPEDESTAL AT&TPEDESTALELEC. CONDUIT BLOCKFOOTERCONC.HEADWALLCONC.HEADWALLCONC.HEADWALL CONC.FLUMEGRAVELPARKINGCONSTRUCTIONTRAILER SIGNH\CSIGNH\CSIGNH\CL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PINFO. SIGNINFO. SIGNINFO. SIGN LIMIT SIGNSPEEDL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PAT&TPEDESTALL\PP\P L\PINFO.INFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PINFO. SIGNINFO. SIGNINFO. SIGNB-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGNC-5 SIGNC-5 SIGNB-5 SIGN B-5 SIGNB-5 SIGNB-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGN L\P STOP SIGNSTOP SIGNTELE.PED.ELEC.MH.TELE.MHELEC.MH.ELEC.MH. ELEC.MH.ELEC.MH.ELEC.MH.TELE.MHTELE.MHTELE.MHTELE.MHTELE.MHTELE.PED.FIBERVAULTELEC.VAULTSTOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGNSTOPSIGNSTOP SIGN SIGNSTREETSIGNYIELDPANELELEC.SIGNYIELDSIGNINFO.SIGNSTREET SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\PL\PSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNYIELDVALVESEWERSIGNINFO.SIGNVAULTELEC.PED.ELEC.METERSIGNILM SIGNINFO.VAULTFIBER LIGHT POLETRAFFICVAULTFIBERVAULTSIGNALMARKERFIBER ELEC.METERVAULTFIBERPED.TRAFFIC SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGNL\PVAULTELEC.EDGE OF PAVEMENT EDGE OF PAVEMENTSIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\PELEC.VAULTSIGNPARKING EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTELEC.VAULTELEC.VAULTINFO. SIGN LIMIT SIGNSPEEDSIGNELEC.PANELSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED.SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO.ELEC.PED.ELEC.PED.SIGNINFO.SIGNINFO.SIGNELEC.PED.INFO.SIGNTICKETBOOTH ELEC.PED.ELEC.VAULT SIGNPARKINGL\PSIGNPARKINGSIGNPARKINGSIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKINGL\PSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGELEC.PED.ELEC.PANELINFO.SIGNSIGNH\CSIGNH\CEDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTDUCTVAULTFAAMARKERGENERATORPADBACK FLOWPREVENTER WATERMETEREDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTINFO. SIGNTELE.VAULTELEC.VAULTL\PL\PL\PL\PL\PL\PELEC.VAULTTELE.VAULTELEC.VAULT W\VENCLOSURETELE.VAULTELEC.VAULTSIGNINFO.TELE.MHTELE.MHELEC.MH.L\PELEC.TRANS. INFO. SIGNELEC.TRANS. SIGNINFO. SIGNL\PL\PL\PSIGNINFO. ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVE GRAVEL DRIVE SPOIL SIGNSTOP SIGNBUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTFENCEFENCEFENCEWALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 04 KEY MAP 03 0201 LEGEND PERMANENT WORK THIS PHASE PREVIOUS PHASE PERMANENT WORK TEMPORARY WORK THIS PHASE PREVIOUS PHASE TEMPORARY WORK SIGN ARROW BOARD TYPE 3 BARRICADE CHANNELIZING DEVICE (SEE NCDOT STD 1130.01) PH1A CONSTRUCTION FEATURES EXISTING FEATURES FLOW OF TRAFFIC SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ s a m b e r g a \ d 0 5 3 2 9 4 8 \ I L M B P 2 - P h 1 B _ G C - 0 3 1 . d w g Pl o t t e d b y : S a m b e r g , A n d r e w Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 2 : 4 8 P M WILMINGTON INTERNATIONAL AIRPORT 100% DESIGN 08/09/2024 WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 1 1 ADDENDUM #1 8/23/2024 NOTES1. EXISTING INFORMATION IS BASED ON:a. JULY 15, 2022 AND JANUARY 12, 2024,SURVEY.b. LOT F IS BASED ON OCTOBER 2023 CADDFILE RECEIVED FROM ILM CONSULTANT.c.PH1A DEMO WORK MAY BE EXISTING, INPROGRESS OF BEING DEMOLISHED, ORDEMOLISHED AT TIME OF BIDDING.2. ALL PLAN SHEETS MUST BE PRINTED INCOLOR3. TEMPORARY ROADS FOR TRAFFIC CONTROL PURPOSES ARE SHOWN FOR REFERENCE ONLY. ALL TEMPORARY ROADS AND ASSOCIATED WAYFINDING / REGULATORY SIGNAGE SHALL BE SUBMITTED TO THE OWNER FOR APPROVALPRIOR TO INSTALLATION AND RELOCATIONOF EXISTING TRAFFIC PATTERN. 1 TEMPORARY ROADWAY TO BE INSTALLED IN PHASE 1A SHOWN FOR REFERENCE ONLY. SEE NOTE 3 JRL KT AGS KT AGS JRL CO NC R E T E MAR K E R X X X X XX SI GN PA R KIN G IN F O . S I G N LI M IT S IG N SPE E D ST O P S I G N AI RPOR T BL VD LO T F 100.00'GC-031.4 JRL TRAFFIC CONTROL PHASE 1 (SHEET 4 OF 4) KT AGS MAT CH L I NE D - D MATCH LINE C-C NOTES1.EXISTING INFORMATION IS BASED ON:a. JULY 15, 2022 AND JANUARY 12, 2024,SURVEY.b. LOT F IS BASED ON OCTOBER 2023 CADDFILE RECEIVED FROM ILM CONSULTANT.c.PH1A DEMO WORK MAY BE EXISTING, INPROGRESS OF BEING DEMOLISHED, ORDEMOLISHED AT TIME OF BIDDING.2. ALL PLAN SHEETS MUST BE PRINTED INCOLOR3. TEMPORARY ROADS FOR TRAFFIC CONTROL PURPOSES ARE SHOWN FOR REFERENCE ONLY. ALL TEMPORARY ROADS AND ASSOCIATED WAYFINDING / REGULATORY SIGNAGE SHALL BE SUBMITTED TO THE OWNER FOR APPROVALPRIOR TO INSTALLATION AND RELOCATIONOF EXISTING TRAFFIC PATTERN. N O R T H SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 INV. 11.16STORM SEWERHEADWALLSTORM SEWER CURB INLETRIM 22.78 (fut. EOP) INV. 13.72 (N)INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) STORM SEWERMANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E)INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N)INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALLSTORM SEWERMANHOLERIM 24.51INV. 15.24 (NW)INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E)INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWER MANHOLERIM 24.21INV. 13.27 (E)INV. 13.26 (W) STORM SEWERYARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W)STORM SEWERMANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W)STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W)STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W)STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W)STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W)STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N)INV. 21.29 (W)INV. 19.71 (E) INV. 18.48 (S) STORM SEWERYARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W) STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W)INV. 15.79INV. 15.91INV. 15.83 Allegh e n y Drive STORM SEWER CURB INLETRIM 24.60 (EOP)INV. 18.39 (S)STORM SEWERCURB INLETRIM 24.50 (EOP)INV. 17.13 (N) INV. 13.46 (W)INV. 13.45 (E) STORM SEWER CURB INLETRIM 23.25 (EOP)INV. 13.76 (E)STORM SEWERMANHOLERIM BURIED STORM SEWERMANHOLERIM 23.84INV. 13.35 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N) INV. 20.65 (S)STORM SEWERYARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W)INV. 19.41 (S) STORM SEWERYARD INLETRIM 27.00INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33INV. 20.17INV. 20.99 INV. 20.37STORM SEWERYARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWERYARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S)STORM SEWERMANHOLERIM 25.11INV. 6.52STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAP RIP-RAP STORM SEWER MANHOLERIM 22.71INV. 15.46 (E)INV. 14.39 (S)INV. 14.13 (W)STORM SEWER MANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWERYARD INLETRIM 20.75INV. 7.37 (E)STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N)INV. 17.22 (E)INV. 17.20 (S) STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90INV. 23.08INV. 24.19RIP-RAPINV. 23.98 STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S) INV. 21.836 (W) STORM SEWERCURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S)STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W)RIP-RAPINV. 26.57 INV. 26.37INV. 26.36INV. 25.34INV. 25.07INV. 26.89 RIP-RAPINV. 26.34STORM SEWERCURB INLET EOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWERCURB INLETEOP 3302INV. 30.71 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W) INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWERYARD INLETRIM 37.90INV. 33.80 (E) STORM SEWER CURB INLETEOP 37.67INV. 34.28 (S)INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W)STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W)STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S)INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWER CURB INLETEOP 38.96INV. 36.08 (E)INV. 35.90 (W) STORM SEWER MANHOLERIM 41.90INV. 38.91 (S)INV. 37.69 (E)INV. 37.47 (W) STORM SEWER MANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 ( E ) STORM SEWER MANHOLERIM 42.01INV. 37.67 (W) INV. 37.62 (S) INV. 37.47 (E) STORM SEWER CURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVED OVER)0 STORM SEWER CURB INLETEOP 30.68 INV.26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWE R YARD INLETRIM 21.60 INV.13.28 (N) INV.13.29 (S) STORM SEWERMANHOLE RIM 22.36 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM 19.46INV. 15.54 (S) STORM SEWERMANHOLE RIM 22.36INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S)STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV. 12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP)INV. 12.77 (N) INV. 12.75 (E) M STOPINFO. SIGNINFO. SIGNLIMIT SIGNSPEED SIGNPARKINGSIGNPARKING LIMIT SIGNSPEEDINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNSIGNSTREETB-9BOREB-7BOREB-2BOREB-6BOREB-4BOREINFO. SIGN EXIT SIGN LIMIT SIGNSPEED SIGNH\CSIGNH\CSIGNH\CINFO. SIGNINFO. SIGNINFO. SIGN LIMIT SIGNSPEEDINFO.INFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNB-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGNC-5 SIGNC-5 SIGNB-5 SIGN B-5 SIGNB-5 SIGNB-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGN STOP SIGNSTOP SIGNSTOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGNSTOPSIGNSTOP SIGN SIGNSTREETSIGNYIELDSIGNYIELDSIGNINFO.SIGNSTREET SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNYIELDSIGNINFO.SIGNILM SIGNINFO.LIGHT POLETRAFFICPED.TRAFFIC SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGNSIGNINFO.SIGNINFO. 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SIGNTELE.VAULTELEC.VAULTL\PL\PL\PL\PL\PL\PELEC.VAULTTELE.VAULTELEC.VAULT W\VENCLOSURETELE.VAULTELEC.VAULTSIGNINFO.TELE.MHTELE.MHELEC.MH.L\PELEC.TRANS. INFO. SIGNELEC.TRANS. SIGNINFO. SIGNL\PL\PL\PSIGNINFO. ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVE GRAVEL DRIVE SPOIL SIGNSTOP SIGNBUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTFENCEFENCEFENCEWALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 04 KEY MAP 03 0201 LEGEND PERMANENT WORK THIS PHASE PREVIOUS PHASE PERMANENT WORK TEMPORARY WORK THIS PHASE PREVIOUS PHASE TEMPORARY WORK SIGN ARROW BOARD TYPE 3 BARRICADE CHANNELIZING DEVICE (SEE NCDOT STD 1130.01) PH1A CONSTRUCTION FEATURES EXISTING FEATURES FLOW OF TRAFFIC SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ s a m b e r g a \ d 0 5 3 2 9 4 8 \ I L M B P 2 - P h 1 B _ G C - 0 3 1 . d w g Pl o t t e d b y : S a m b e r g , A n d r e w Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 2 : 4 8 P M WILMINGTON INTERNATIONAL AIRPORT 100% DESIGN 08/09/2024 WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 1 1 ADDENDUM #1 8/23/2024 1 JRL KT AGS KT AGS JRL X X X X X X X INFO. SIG N STREET INFO. S IGN INF O. SIGN SIGN STOP SIGN STOP SI G N STOP SIG N STOP SIGN NCDOT R\W DISK NCDOT R\W D ISK X CURB LINE CURB LINECURB LINE CURB LINE CURB LINE CURB LINE CURB LINE X M SIG N H\C SIGN H\C B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGN C-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGNB-5 SIGN B-5 SIG N B-5 SIG N B-4 SIGN B-3 SIGN B-3 SIGN B-4 SIGN B-4 S I G N C-4 S I G N C-3 S IG N B-3 SIGN C-2 S I G N B-2 S I G N C-1 S I G N B-1 S I G N ST OP SIG N C-3 SIGN C-3 SIGN C-4 SIGNC-4 SIGN SIGN PARKI NG SIGN PARKI NG SIGN PARKI NG SIGN PARKI NG SIGN PARKI NG SIGN PARKI NG SIGN PARKI NG SIGN PARKI NG SIGN PARKI NG SIGN H\C SIGN H\C 5' SIDEWALK CONC R E T E MAR KER GRA V E LPARKI NG CONST R U C T I ON TR AILER SIGN H\C SIG N H\C SIGN H\C INF O. B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGN C-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGNB-5 SIGN B-5 SIG N B-5 SIG N B-4 SIGN B-3 SIGN B-3 SIGN B-4 SIGN B-4 S I G N C-4 S I G N C-3 S IG N B-3 SIGN C-2 S I G N B-2 S I G N C-1 S I G N B-1 S I G N SIGN LIGHT POLE TRAFFI C PED . TRA FFIC SIGNH\C SIGNH\CSIGNH\C SIGN H\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C C-3 SIGN C-3 SIGN C-4 SIGNC-4 SIGN INFO. SIGN SIGN INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGN INF O. SIGN INFO. SIGN INF O. SIGN INFO. SIG N INFO.SIGN INFO.SIGN TICKET BOOT H SIGN PARKI NG SIGN PARKI NG SIGN PARKI NG SIGN PARKI NG SIGN PARKI NG SIGN PARKI NG ST OP SIGN PARKI NG SIGN PARKI NG SIGN PARKI NG INF O.SIGN SIGN H\C SIGN H\C GENER A T OR PA D SIGN INFO. SIGN INFO. X X X X X X X X GRAVEL DRIVE X X X SIGN STOP SIGN BUILDING BUILDINGBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD FFE 28.75 ED G E OF PAV E M ENT EDG E OF PAV E M E N T EDGE OF PA V E M ENT EDGE OF PAV E M ENT EDGE O F P A V E M E N T EDGE OF PAVEMENT EDGE OF PAV E M E N T WALK CONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAP CONC. TOWER TRAFFIC SIGN CONC. HVAC EDGE OF PAVMENTCONC. MH MHMH CONCRET E WALK H\CSIGN CREWCAR GATE FENCE XX SIGN PARK I NG INF O. SIGN SIGN INFO. STOP LIMIT SIG N SPEED INFO. SIGN INF O. SIGN STOP SIGN SIG N SIGN PARKI NG SIGN PARKI NG SIGN PAR K I NG FENCE GATE FE NCE FENCE EDGE O F P A V E M ENT FENCE FEN C E CONC. WA L K TRAFFIC SIGN GC-032 JRL TRAFFIC CONTROL PHASE 2 OVERALL KT AGS SHEET 1 OF 4 SHEET 2 OF 4 SHEET 4 OF 4 SHEET 3 OF 4 MA TCH LIN E B-B MATCH LINE A-A MATCH LINE C-C MA T CH LIN E D- D N O R TH LEGEND PERMANENT WORK THIS PHASE PREVIOUS PHASE PERMANENT WORK TEMPORARY WORK THIS PHASE PREVIOUS PHASE TEMPORARY WORK SIGN ARROW BOARD TYPE 3 BARRICADE CHANNELIZING DEVICE (SEE NCDOT STD 1130.01) PH1A CONSTRUCTION FEATURES EXISTING FEATURES FLOW OF TRAFFIC SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ s a m b e r g a \ d 0 5 3 2 9 4 8 \ I L M B P 2 - P h 1 B _ G C - 0 3 2 . d w g Pl o t t e d b y : S a m b e r g , A n d r e w Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 2 : 4 8 P M WILMINGTON INTERNATIONAL AIRPORT 100% DESIGN 08/09/2024 SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 400200200 200 NOTES1. EXISTING INFORMATION IS BASED ON:a. JULY 15, 2022 AND JANUARY 12, 2024,SURVEY.b. LOT F IS BASED ON OCTOBER 2023 CADDFILE RECEIVED FROM ILM CONSULTANT.c.PH1A DEMO WORK MAY BE EXISTING, INPROGRESS OF BEING DEMOLISHED, ORDEMOLISHED AT TIME OF BIDDING.2. ALL PLAN SHEETS MUST BE PRINTED INCOLOR3. TEMPORARY ROADS FOR TRAFFIC CONTROL PURPOSES ARE SHOWN FOR REFERENCE ONLY. ALL TEMPORARY ROADS AND ASSOCIATED WAYFINDING / REGULATORY SIGNAGE SHALL BE SUBMITTED TO THE OWNER FOR APPROVALPRIOR TO INSTALLATION AND RELOCATIONOF EXISTING TRAFFIC PATTERN. 1 1 ADDENDUM #1 8/23/2024 1 JRL KT AGS KT AGS JRL IN F O. SIG N S T R E E T IN F O. S I G N IN F O. SI G N SI G N ST O P SI G N ST O P SI G N ST O P SI G N ST OP SI GN NC D OT R \W D I S K ST O P SI G N 5 ' S ID EWA LK SIG N IN F O. CHANNELIZING DEVICES @ 10' C-C (TYP) 150.0 0' 20 0 . 0 0 ' AIR P O R T B O U LE V A R D E M E R G E N C Y A C C E S S R O A D 200.00' GA RDN E R R D 100 . 00' B GC-036 B G C-03 6 100.0 0' R333.00' R3 3 3.0 0' N: 190231.23 E: 2326954.28 R333.00' R333 . 0 0 ' C E L L P H O N E L O T CHANNELIZING DEVICES @ 10' C-C (TYP) MERGERIGHT LANE ENDS GC-032.1 JRL TRAFFIC CONTROL PHASE 2 (SHEET 1 OF 4) KT AGS MATCH LINE A-A MA T CH LIN E D- D N O R TH SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 INV. 11.16STORM SEWERHEADWALLSTORM SEWER CURB INLETRIM 22.78 (fut. EOP) INV. 13.72 (N)INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) STORM SEWERMANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E)INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N)INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALLSTORM SEWERMANHOLERIM 24.51INV. 15.24 (NW)INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E)INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWER MANHOLERIM 24.21INV. 13.27 (E)INV. 13.26 (W) STORM SEWERYARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W)STORM SEWERMANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W)STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W)STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W)STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W)STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W)STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N)INV. 21.29 (W)INV. 19.71 (E) INV. 18.48 (S) STORM SEWERYARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W) STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W)INV. 15.79INV. 15.91INV. 15.83 Allegh e n y Drive STORM SEWER CURB INLETRIM 24.60 (EOP)INV. 18.39 (S)STORM SEWERCURB INLETRIM 24.50 (EOP)INV. 17.13 (N) INV. 13.46 (W)INV. 13.45 (E) STORM SEWER CURB INLETRIM 23.25 (EOP)INV. 13.76 (E)STORM SEWERMANHOLERIM BURIED STORM SEWERMANHOLERIM 23.84INV. 13.35 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N) INV. 20.65 (S)STORM SEWERYARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W)INV. 19.41 (S) STORM SEWERYARD INLETRIM 27.00INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33INV. 20.17INV. 20.99 INV. 20.37STORM SEWERYARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWERYARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S)STORM SEWERMANHOLERIM 25.11INV. 6.52STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAP RIP-RAP STORM SEWER MANHOLERIM 22.71INV. 15.46 (E)INV. 14.39 (S)INV. 14.13 (W)STORM SEWER MANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWERYARD INLETRIM 20.75INV. 7.37 (E)STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N)INV. 17.22 (E)INV. 17.20 (S) STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90INV. 23.08INV. 24.19RIP-RAPINV. 23.98 STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S) INV. 21.836 (W) STORM SEWERCURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S)STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W)RIP-RAPINV. 26.57 INV. 26.37INV. 26.36INV. 25.34INV. 25.07INV. 26.89 RIP-RAPINV. 26.34STORM SEWERCURB INLET EOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWERCURB INLETEOP 3302INV. 30.71 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W) INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWERYARD INLETRIM 37.90INV. 33.80 (E) STORM SEWER CURB INLETEOP 37.67INV. 34.28 (S)INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W)STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W)STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S)INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWER CURB INLETEOP 38.96INV. 36.08 (E)INV. 35.90 (W) STORM SEWER MANHOLERIM 41.90INV. 38.91 (S)INV. 37.69 (E)INV. 37.47 (W) STORM SEWER MANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 ( E ) STORM SEWER MANHOLERIM 42.01INV. 37.67 (W) INV. 37.62 (S) INV. 37.47 (E) STORM SEWER CURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVED OVER)0 STORM SEWER CURB INLETEOP 30.68 INV.26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWE R YARD INLETRIM 21.60 INV.13.28 (N) INV.13.29 (S) STORM SEWERMANHOLE RIM 22.36 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM 19.46INV. 15.54 (S) STORM SEWERMANHOLE RIM 22.36INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S)STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV. 12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP)INV. 12.77 (N) INV. 12.75 (E) M STOPINFO. SIGNINFO. SIGNLIMIT SIGNSPEED SIGNPARKINGSIGNPARKING LIMIT SIGNSPEEDINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNSIGNSTREETB-9BOREB-7BOREB-2BOREB-6BOREB-4BOREINFO. SIGN EXIT SIGN LIMIT SIGNSPEED SIGNH\CSIGNH\CSIGNH\CINFO. SIGNINFO. SIGNINFO. SIGN LIMIT SIGNSPEEDINFO.INFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNB-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGNC-5 SIGNC-5 SIGNB-5 SIGN B-5 SIGNB-5 SIGNB-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGN STOP SIGNSTOP SIGNSTOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGNSTOPSIGNSTOP SIGN SIGNSTREETSIGNYIELDSIGNYIELDSIGNINFO.SIGNSTREET SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNYIELDSIGNINFO.SIGNILM SIGNINFO.LIGHT POLETRAFFICPED.TRAFFIC SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGNSIGNINFO.SIGNINFO. 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MHMHMH CONCRETE WALKH\CSIGNCREWCAR 04 KEY MAP 03 0201 LEGEND PERMANENT WORK THIS PHASE PREVIOUS PHASE PERMANENT WORK TEMPORARY WORK THIS PHASE PREVIOUS PHASE TEMPORARY WORK SIGN ARROW BOARD TYPE 3 BARRICADE CHANNELIZING DEVICE (SEE NCDOT STD 1130.01) PH1A CONSTRUCTION FEATURES EXISTING FEATURES FLOW OF TRAFFIC SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ s a m b e r g a \ d 0 5 3 2 9 4 8 \ I L M B P 2 - P h 1 B _ G C - 0 3 2 . d w g Pl o t t e d b y : S a m b e r g , A n d r e w Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 2 : 4 8 P M WILMINGTON INTERNATIONAL AIRPORT 100% DESIGN 08/09/2024 JRL KT AGS NOTES1. EXISTING INFORMATION IS BASED ON:a. JULY 15, 2022 AND JANUARY 12, 2024,SURVEY.b. LOT F IS BASED ON OCTOBER 2023 CADDFILE RECEIVED FROM ILM CONSULTANT.c.PH1A DEMO WORK MAY BE EXISTING, INPROGRESS OF BEING DEMOLISHED, ORDEMOLISHED AT TIME OF BIDDING.2. ALL PLAN SHEETS MUST BE PRINTED INCOLOR3. TEMPORARY ROADS FOR TRAFFIC CONTROL PURPOSES ARE SHOWN FOR REFERENCE ONLY. ALL TEMPORARY ROADS AND ASSOCIATED WAYFINDING / REGULATORY SIGNAGE SHALL BE SUBMITTED TO THE OWNER FOR APPROVALPRIOR TO INSTALLATION AND RELOCATIONOF EXISTING TRAFFIC PATTERN. 1 1 ADDENDUM #1 8/23/2024 1 JRL KT AGS KT AGS JRL TEMPORARY ROADWAY TO BE INSTALLED IN PHASE 1A SHOWN FOR REFERENCE ONLY. SEE NOTE 3 N C D OT R \W D I S K X X G RA V E L PA R KI N G CO N S T RU C T IO N T R A I L ER SI G N G R AVEL DRIVE X X 35 0 . 0 0 ' CHANNELIZING DEVICES@10 C-C (TYP) CHANNELIZING DEVICES@10 C-C (TYP) AIRP OR T BOU L E VARD INTERIM TERMINAL CURBFRONT GC-032.2 JRL TRAFFIC CONTROL PHASE 2 (SHEET 2 OF 4) KT AGS MATCH LINE A-A MA T CH LIN E B- B N O R TH SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 INV. 11.16STORM SEWERHEADWALLSTORM SEWER CURB INLETRIM 22.78 (fut. EOP) INV. 13.72 (N)INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) STORM SEWERMANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E)INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N)INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALLSTORM SEWERMANHOLERIM 24.51INV. 15.24 (NW)INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E)INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWER MANHOLERIM 24.21INV. 13.27 (E)INV. 13.26 (W) STORM SEWERYARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W)STORM SEWERMANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W)STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W)STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W)STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W)STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W)STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N)INV. 21.29 (W)INV. 19.71 (E) INV. 18.48 (S) STORM SEWERYARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W) STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W)INV. 15.79INV. 15.91INV. 15.83 Allegh e n y Drive STORM SEWER CURB INLETRIM 24.60 (EOP)INV. 18.39 (S)STORM SEWERCURB INLETRIM 24.50 (EOP)INV. 17.13 (N) INV. 13.46 (W)INV. 13.45 (E) STORM SEWER CURB INLETRIM 23.25 (EOP)INV. 13.76 (E)STORM SEWERMANHOLERIM BURIED STORM SEWERMANHOLERIM 23.84INV. 13.35 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N) INV. 20.65 (S)STORM SEWERYARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W)INV. 19.41 (S) STORM SEWERYARD INLETRIM 27.00INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33INV. 20.17INV. 20.99 INV. 20.37STORM SEWERYARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWERYARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S)STORM SEWERMANHOLERIM 25.11INV. 6.52STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAP RIP-RAP STORM SEWER MANHOLERIM 22.71INV. 15.46 (E)INV. 14.39 (S)INV. 14.13 (W)STORM SEWER MANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWERYARD INLETRIM 20.75INV. 7.37 (E)STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N)INV. 17.22 (E)INV. 17.20 (S) STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90INV. 23.08INV. 24.19RIP-RAPINV. 23.98 STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S) INV. 21.836 (W) STORM SEWERCURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S)STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W)RIP-RAPINV. 26.57 INV. 26.37INV. 26.36INV. 25.34INV. 25.07INV. 26.89 RIP-RAPINV. 26.34STORM SEWERCURB INLET EOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWERCURB INLETEOP 3302INV. 30.71 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W) INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWERYARD INLETRIM 37.90INV. 33.80 (E) STORM SEWER CURB INLETEOP 37.67INV. 34.28 (S)INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W)STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W)STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S)INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWER CURB INLETEOP 38.96INV. 36.08 (E)INV. 35.90 (W) STORM SEWER MANHOLERIM 41.90INV. 38.91 (S)INV. 37.69 (E)INV. 37.47 (W) STORM SEWER MANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 ( E ) STORM SEWER MANHOLERIM 42.01INV. 37.67 (W) INV. 37.62 (S) INV. 37.47 (E) STORM SEWER CURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVED OVER)0 STORM SEWER CURB INLETEOP 30.68 INV.26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWE R YARD INLETRIM 21.60 INV.13.28 (N) INV.13.29 (S) STORM SEWERMANHOLE RIM 22.36 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM 19.46INV. 15.54 (S) STORM SEWERMANHOLE RIM 22.36INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S)STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV. 12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP)INV. 12.77 (N) INV. 12.75 (E) M STOPINFO. 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MHMHMH CONCRETE WALKH\CSIGNCREWCAR 04 KEY MAP 03 0201 LEGEND PERMANENT WORK THIS PHASE PREVIOUS PHASE PERMANENT WORK TEMPORARY WORK THIS PHASE PREVIOUS PHASE TEMPORARY WORK SIGN ARROW BOARD TYPE 3 BARRICADE CHANNELIZING DEVICE (SEE NCDOT STD 1130.01) PH1A CONSTRUCTION FEATURES EXISTING FEATURES FLOW OF TRAFFIC SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ s a m b e r g a \ d 0 5 3 2 9 4 8 \ I L M B P 2 - P h 1 B _ G C - 0 3 2 . d w g Pl o t t e d b y : S a m b e r g , A n d r e w Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 2 : 4 9 P M WILMINGTON INTERNATIONAL AIRPORT 100% DESIGN 08/09/2024 JRL KT AGS NOTES1. EXISTING INFORMATION IS BASED ON:a. JULY 15, 2022 AND JANUARY 12, 2024,SURVEY.b. LOT F IS BASED ON OCTOBER 2023 CADDFILE RECEIVED FROM ILM CONSULTANT.c.PH1A DEMO WORK MAY BE EXISTING, INPROGRESS OF BEING DEMOLISHED, ORDEMOLISHED AT TIME OF BIDDING.2. ALL PLAN SHEETS MUST BE PRINTED INCOLOR3. TEMPORARY ROADS FOR TRAFFIC CONTROL PURPOSES ARE SHOWN FOR REFERENCE ONLY. ALL TEMPORARY ROADS AND ASSOCIATED WAYFINDING / REGULATORY SIGNAGE SHALL BE SUBMITTED TO THE OWNER FOR APPROVALPRIOR TO INSTALLATION AND RELOCATIONOF EXISTING TRAFFIC PATTERN. 1 1 ADDENDUM #1 8/23/2024 1 JRL KT AGS KT AGS JRL TEMPORARY ROADWAY TO BE INSTALLED IN PHASE 1A SHOWN FOR REFERENCE ONLY. SEE NOTE 3 X X X X X X X X X X CU R B L I N E CURB LINE C U R B LINE X X IN F O . S I G N TI C KE T BO O T H FENCE STO P IN F O . S I G N IN F O. SI G N SI G N SIG N PA R K I N G SI G N PA R KIN G G A TE F E N C E F E NC E A I R P O R T B O U L E V A R D LO T C A I R P O R T B O U L E V A R D D O L A N D R I V E L O T E A I R P O R T B O U L E V A R D A R F F A C C E S S R O A D CHANNELIZING DEVICES @ 10' C-C (TYP) 10 0 . 0 0 ' 200 . 0 0 ' CHANNELIZING DEVICES @ 10' C-C (TYP) GC-032.3 JRL TRAFFIC CONTROL PHASE 2 (SHEET 3 OF 4) KT AGS MATCH LINE C-C MAT CH L I NE B - B N O R TH SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 INV. 11.16STORM SEWERHEADWALLSTORM SEWER CURB INLETRIM 22.78 (fut. EOP) INV. 13.72 (N)INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) STORM SEWERMANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E)INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N)INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALLSTORM SEWERMANHOLERIM 24.51INV. 15.24 (NW)INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E)INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWER MANHOLERIM 24.21INV. 13.27 (E)INV. 13.26 (W) STORM SEWERYARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W)STORM SEWERMANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W)STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W)STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W)STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W)STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W)STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N)INV. 21.29 (W)INV. 19.71 (E) INV. 18.48 (S) STORM SEWERYARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W) STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W)INV. 15.79INV. 15.91INV. 15.83 Allegh e n y Drive STORM SEWER CURB INLETRIM 24.60 (EOP)INV. 18.39 (S)STORM SEWERCURB INLETRIM 24.50 (EOP)INV. 17.13 (N) INV. 13.46 (W)INV. 13.45 (E) STORM SEWER CURB INLETRIM 23.25 (EOP)INV. 13.76 (E)STORM SEWERMANHOLERIM BURIED STORM SEWERMANHOLERIM 23.84INV. 13.35 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N) INV. 20.65 (S)STORM SEWERYARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W)INV. 19.41 (S) STORM SEWERYARD INLETRIM 27.00INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33INV. 20.17INV. 20.99 INV. 20.37STORM SEWERYARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWERYARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S)STORM SEWERMANHOLERIM 25.11INV. 6.52STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAP RIP-RAP STORM SEWER MANHOLERIM 22.71INV. 15.46 (E)INV. 14.39 (S)INV. 14.13 (W)STORM SEWER MANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWERYARD INLETRIM 20.75INV. 7.37 (E)STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N)INV. 17.22 (E)INV. 17.20 (S) STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90INV. 23.08INV. 24.19RIP-RAPINV. 23.98 STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S) INV. 21.836 (W) STORM SEWERCURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S)STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W)RIP-RAPINV. 26.57 INV. 26.37INV. 26.36INV. 25.34INV. 25.07INV. 26.89 RIP-RAPINV. 26.34STORM SEWERCURB INLET EOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWERCURB INLETEOP 3302INV. 30.71 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W) INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWERYARD INLETRIM 37.90INV. 33.80 (E) STORM SEWER CURB INLETEOP 37.67INV. 34.28 (S)INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W)STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W)STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S)INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWER CURB INLETEOP 38.96INV. 36.08 (E)INV. 35.90 (W) STORM SEWER MANHOLERIM 41.90INV. 38.91 (S)INV. 37.69 (E)INV. 37.47 (W) STORM SEWER MANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 ( E ) STORM SEWER MANHOLERIM 42.01INV. 37.67 (W) INV. 37.62 (S) INV. 37.47 (E) STORM SEWER CURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVED OVER)0 STORM SEWER CURB INLETEOP 30.68 INV.26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWE R YARD INLETRIM 21.60 INV.13.28 (N) INV.13.29 (S) STORM SEWERMANHOLE RIM 22.36 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM 19.46INV. 15.54 (S) STORM SEWERMANHOLE RIM 22.36INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S)STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV. 12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP)INV. 12.77 (N) INV. 12.75 (E) M STOPINFO. 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SIGNTELE.VAULTELEC.VAULTL\PL\PL\PL\PL\PL\PELEC.VAULTTELE.VAULTELEC.VAULT W\VENCLOSURETELE.VAULTELEC.VAULTSIGNINFO.TELE.MHTELE.MHELEC.MH.L\PELEC.TRANS. INFO. SIGNELEC.TRANS. SIGNINFO. SIGNL\PL\PL\PSIGNINFO. ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVE GRAVEL DRIVE SPOIL SIGNSTOP SIGNBUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTFENCEFENCEFENCEWALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 04 KEY MAP 03 0201 LEGEND PERMANENT WORK THIS PHASE PREVIOUS PHASE PERMANENT WORK TEMPORARY WORK THIS PHASE PREVIOUS PHASE TEMPORARY WORK SIGN ARROW BOARD TYPE 3 BARRICADE CHANNELIZING DEVICE (SEE NCDOT STD 1130.01) PH1A CONSTRUCTION FEATURES EXISTING FEATURES FLOW OF TRAFFIC SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ s a m b e r g a \ d 0 5 3 2 9 4 8 \ I L M B P 2 - P h 1 B _ G C - 0 3 2 . d w g Pl o t t e d b y : S a m b e r g , A n d r e w Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 2 : 4 9 P M WILMINGTON INTERNATIONAL AIRPORT 100% DESIGN 08/09/2024 JRL KT AGS NOTES1. EXISTING INFORMATION IS BASED ON:a. JULY 15, 2022 AND JANUARY 12, 2024,SURVEY.b. LOT F IS BASED ON OCTOBER 2023 CADDFILE RECEIVED FROM ILM CONSULTANT.c.PH1A DEMO WORK MAY BE EXISTING, INPROGRESS OF BEING DEMOLISHED, ORDEMOLISHED AT TIME OF BIDDING.2. ALL PLAN SHEETS MUST BE PRINTED INCOLOR3. TEMPORARY ROADS FOR TRAFFIC CONTROL PURPOSES ARE SHOWN FOR REFERENCE ONLY. ALL TEMPORARY ROADS AND ASSOCIATED WAYFINDING / REGULATORY SIGNAGE SHALL BE SUBMITTED TO THE OWNER FOR APPROVALPRIOR TO INSTALLATION AND RELOCATIONOF EXISTING TRAFFIC PATTERN. 1 1 ADDENDUM #1 8/23/2024 1 JRL KT AGS KT AGS JRL TEMPORARY ROADWAY TO BE INSTALLED IN PHASE 1A SHOWN FOR REFERENCE ONLY. SEE NOTE 3 TEMPORARY ROADWAY TO BE INSTALLED IN PHASE 1A SHOWN FOR REFERENCE ONLY. SEE NOTE 3 C O N C R ET E MA R K E R X X X X XX SI GN P A R KIN G IN F O. S I G N LI M IT S IG N SP E E D ST O P SI G N LO T F AIR POR T BL VD 1 0 0 . 0 0 ' GC-032.4 JRL TRAFFIC CONTROL PHASE 2 (SHEET 4 OF 4) KT AGS MAT CH L I NE D - D MATCH LINE C-C N O R TH SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 INV. 11.16STORM SEWERHEADWALLSTORM SEWER CURB INLETRIM 22.78 (fut. EOP) INV. 13.72 (N)INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) STORM SEWERMANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E)INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N)INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALLSTORM SEWERMANHOLERIM 24.51INV. 15.24 (NW)INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E)INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWER MANHOLERIM 24.21INV. 13.27 (E)INV. 13.26 (W) STORM SEWERYARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W)STORM SEWERMANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W)STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W)STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W)STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W)STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W)STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N)INV. 21.29 (W)INV. 19.71 (E) INV. 18.48 (S) STORM SEWERYARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W) STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W)INV. 15.79INV. 15.91INV. 15.83 Allegh e n y Drive STORM SEWER CURB INLETRIM 24.60 (EOP)INV. 18.39 (S)STORM SEWERCURB INLETRIM 24.50 (EOP)INV. 17.13 (N) INV. 13.46 (W)INV. 13.45 (E) STORM SEWER CURB INLETRIM 23.25 (EOP)INV. 13.76 (E)STORM SEWERMANHOLERIM BURIED STORM SEWERMANHOLERIM 23.84INV. 13.35 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N) INV. 20.65 (S)STORM SEWERYARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W)INV. 19.41 (S) STORM SEWERYARD INLETRIM 27.00INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33INV. 20.17INV. 20.99 INV. 20.37STORM SEWERYARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWERYARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S)STORM SEWERMANHOLERIM 25.11INV. 6.52STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAP RIP-RAP STORM SEWER MANHOLERIM 22.71INV. 15.46 (E)INV. 14.39 (S)INV. 14.13 (W)STORM SEWER MANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWERYARD INLETRIM 20.75INV. 7.37 (E)STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N)INV. 17.22 (E)INV. 17.20 (S) STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90INV. 23.08INV. 24.19RIP-RAPINV. 23.98 STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S) INV. 21.836 (W) STORM SEWERCURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S)STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W)RIP-RAPINV. 26.57 INV. 26.37INV. 26.36INV. 25.34INV. 25.07INV. 26.89 RIP-RAPINV. 26.34STORM SEWERCURB INLET EOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWERCURB INLETEOP 3302INV. 30.71 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W) INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWERYARD INLETRIM 37.90INV. 33.80 (E) STORM SEWER CURB INLETEOP 37.67INV. 34.28 (S)INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W)STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W)STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S)INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWER CURB INLETEOP 38.96INV. 36.08 (E)INV. 35.90 (W) STORM SEWER MANHOLERIM 41.90INV. 38.91 (S)INV. 37.69 (E)INV. 37.47 (W) STORM SEWER MANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 ( E ) STORM SEWER MANHOLERIM 42.01INV. 37.67 (W) INV. 37.62 (S) INV. 37.47 (E) STORM SEWER CURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVED OVER)0 STORM SEWER CURB INLETEOP 30.68 INV.26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWE R YARD INLETRIM 21.60 INV.13.28 (N) INV.13.29 (S) STORM SEWERMANHOLE RIM 22.36 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM 19.46INV. 15.54 (S) STORM SEWERMANHOLE RIM 22.36INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S)STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV. 12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP)INV. 12.77 (N) INV. 12.75 (E) M STOPINFO. 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MHMHMH CONCRETE WALKH\CSIGNCREWCAR 04 KEY MAP 03 0201 LEGEND PERMANENT WORK THIS PHASE PREVIOUS PHASE PERMANENT WORK TEMPORARY WORK THIS PHASE PREVIOUS PHASE TEMPORARY WORK SIGN ARROW BOARD TYPE 3 BARRICADE CHANNELIZING DEVICE (SEE NCDOT STD 1130.01) PH1A CONSTRUCTION FEATURES EXISTING FEATURES FLOW OF TRAFFIC SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ s a m b e r g a \ d 0 5 3 2 9 4 8 \ I L M B P 2 - P h 1 B _ G C - 0 3 2 . d w g Pl o t t e d b y : S a m b e r g , A n d r e w Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 2 : 4 9 P M WILMINGTON INTERNATIONAL AIRPORT 100% DESIGN 08/09/2024 JRL KT AGS NOTES1. EXISTING INFORMATION IS BASED ON:a. JULY 15, 2022 AND JANUARY 12, 2024,SURVEY.b. LOT F IS BASED ON OCTOBER 2023 CADDFILE RECEIVED FROM ILM CONSULTANT.c.PH1A DEMO WORK MAY BE EXISTING, INPROGRESS OF BEING DEMOLISHED, ORDEMOLISHED AT TIME OF BIDDING.2. ALL PLAN SHEETS MUST BE PRINTED INCOLOR3. TEMPORARY ROADS FOR TRAFFIC CONTROL PURPOSES ARE SHOWN FOR REFERENCE ONLY. ALL TEMPORARY ROADS AND ASSOCIATED WAYFINDING / REGULATORY SIGNAGE SHALL BE SUBMITTED TO THE OWNER FOR APPROVALPRIOR TO INSTALLATION AND RELOCATIONOF EXISTING TRAFFIC PATTERN. 1 1 ADDENDUM #1 8/23/2024 1 JRL KT AGS KT AGS JRL X X X X X X X INFO. SIG N STREET INFO. S IGN INF O. 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X X X X X X X X GRAVEL DRIVE X X X SIGN STOP SIGN BUILDING BUILDINGBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD FFE 28.75 ED G E OF PAV E M ENT EDG E OF PAV E M E N T EDGE OF PA V E M ENT EDGE OF PAV E M ENT EDGE O F P A V E M E N T EDGE OF PAVEMENT EDGE OF PAV E M E N T WALK CONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAP CONC. TOWER TRAFFIC SIGN CONC. HVAC EDGE OF PAVMENTCONC. MH MHMH CONCRET E WALK H\CSIGN CREWCAR GATE FENCE LO T F AIRPO RT BLVD A R FF A C C ES S R OA D MODER N AVIATION A CCE SS ROAD MOD E R N AV I AT I ON D R I V E W A Y AIRP OR T BOU L E VARD E M E R G E N C Y A C C E S S R O A D HE W L E T T D RIV E TERMINAL HAL L DRIVE GARDNER ROAD AR FF A C CES S R OAD EMERGENCY ACCESS ROAD AIR P O RT P A R K I N G L OT M O D E R N A V IA TI O N P A RK I N G L O T TE M P R D W Y LO T D LOT C LOT E LOT B LOT A AIR P OR T B O U L E V A RD DO L A N D R I V E AIR POR T B OU LEVARD A I R P O R T B O U L E V A R D AIRPORT B OULEVARD XX SIGN PARK I NG INF O. SIGN SIGN INFO. STOP LIMIT SIG N SPEED INFO. SIGN INF O. SIGN STOP SIGN SIG N SIGN PARKI NG SIGN PARKI NG SIGN PAR K I NG FENCE GATE FE NCE FENCE EDGE O F P A V E M ENT FENCE FEN C E CONC. WA L K TRAFFIC SIGN GC-033 JRL TRAFFIC CONTROL PHASE 3 OVERALL KT AGS SHEET 1 OF 4 SHEET 4 OF 4 SHEET 2 OF 4 SHEET 3 OF 4 MA TCH LIN E B-BMATCH LINE A-A MATCH LINE C-C MA TCH LIN E D-D N O R T H LEGEND PERMANENT WORK THIS PHASE PREVIOUS PHASE PERMANENT WORK TEMPORARY WORK THIS PHASE PREVIOUS PHASE TEMPORARY WORK SIGN ARROW BOARD TYPE 3 BARRICADE CHANNELIZING DEVICE (SEE NCDOT STD 1130.01) PH1A CONSTRUCTION FEATURES EXISTING FEATURES FLOW OF TRAFFIC SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ s a m b e r g a \ d 0 5 3 2 9 4 8 \ I L M B P 2 - P h 1 B _ G C - 0 3 3 . d w g Pl o t t e d b y : S a m b e r g , A n d r e w Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 2 : 4 9 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 400200200 200 100% DESIGN 08/09/2024 FLOW OF PEDESTRIAN TRAFFIC JRL KT AGS JRL KT AGS JRL KT AGS NOTES1. EXISTING INFORMATION IS BASED ON:a. JULY 15, 2022 AND JANUARY 12, 2024,SURVEY.b. LOT F IS BASED ON OCTOBER 2023 CADDFILE RECEIVED FROM ILM CONSULTANT.c.PH1A DEMO WORK MAY BE EXISTING, INPROGRESS OF BEING DEMOLISHED, ORDEMOLISHED AT TIME OF BIDDING.2. ALL PLAN SHEETS MUST BE PRINTED INCOLOR3. TEMPORARY ROADS FOR TRAFFIC CONTROL PURPOSES ARE SHOWN FOR REFERENCE ONLY. ALL TEMPORARY ROADS AND ASSOCIATED WAYFINDING / REGULATORY SIGNAGE SHALL BE SUBMITTED TO THE OWNER FOR APPROVALPRIOR TO INSTALLATION AND RELOCATIONOF EXISTING TRAFFIC PATTERN. 1 ADDENDUM #1 8/23/2024 1 JRL KT AGS KT AGS JRL 1 IN F O. SIG N S T RE E T IN F O . S I G N IN F O . S I G N SIG N ST O P SI G N ST O P S I G N ST O P SI G N S T OP SI GN N C DOT R \W D I S K ST O P SI G N 5' SI DEWALK AIR P O R T B O U LE V A R D E M E R G E N C Y A C C E S S R O A D AIR P O R T B O U LE V A R D SI GN IN F O. AIR P O R T B O U LE V A R D AIR P O R T B O U LE V A R D E M E R G E N C Y A C C E S S R O A D C E L L P H O N E L O T GC-033.1 JRL TRAFFIC CONTROL PHASE 3 (SHEET 1 OF 4) KT AGS MATCH LINE A-A MA TCH LIN E D-D SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 N O R T H INV. 11.16STORM SEWERHEADWALLSTORM SEWER CURB INLETRIM 22.78 (fut. EOP) INV. 13.72 (N)INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) STORM SEWERMANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E)INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N)INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALLSTORM SEWERMANHOLERIM 24.51INV. 15.24 (NW)INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E)INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWER MANHOLERIM 24.21INV. 13.27 (E)INV. 13.26 (W) STORM SEWERYARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W)STORM SEWERMANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W)STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W)STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W)STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W)STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W)STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N)INV. 21.29 (W)INV. 19.71 (E) INV. 18.48 (S) STORM SEWERYARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W) STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W)INV. 15.79INV. 15.91INV. 15.83 Allegh e n y Drive STORM SEWER CURB INLETRIM 24.60 (EOP)INV. 18.39 (S)STORM SEWERCURB INLETRIM 24.50 (EOP)INV. 17.13 (N) INV. 13.46 (W)INV. 13.45 (E) STORM SEWER CURB INLETRIM 23.25 (EOP)INV. 13.76 (E)STORM SEWERMANHOLERIM BURIED STORM SEWERMANHOLERIM 23.84INV. 13.35 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N) INV. 20.65 (S)STORM SEWERYARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W)INV. 19.41 (S) STORM SEWERYARD INLETRIM 27.00INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33INV. 20.17INV. 20.99 INV. 20.37STORM SEWERYARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWERYARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S)STORM SEWERMANHOLERIM 25.11INV. 6.52STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAP RIP-RAP STORM SEWER MANHOLERIM 22.71INV. 15.46 (E)INV. 14.39 (S)INV. 14.13 (W)STORM SEWER MANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWERYARD INLETRIM 20.75INV. 7.37 (E)STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N)INV. 17.22 (E)INV. 17.20 (S) STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90INV. 23.08INV. 24.19RIP-RAPINV. 23.98 STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S) INV. 21.836 (W) STORM SEWERCURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S)STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W)RIP-RAPINV. 26.57 INV. 26.37INV. 26.36INV. 25.34INV. 25.07INV. 26.89 RIP-RAPINV. 26.34STORM SEWERCURB INLET EOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWERCURB INLETEOP 3302INV. 30.71 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W) INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWERYARD INLETRIM 37.90INV. 33.80 (E) STORM SEWER CURB INLETEOP 37.67INV. 34.28 (S)INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W)STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W)STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S)INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWER CURB INLETEOP 38.96INV. 36.08 (E)INV. 35.90 (W) STORM SEWER MANHOLERIM 41.90INV. 38.91 (S)INV. 37.69 (E)INV. 37.47 (W) STORM SEWER MANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 ( E ) STORM SEWER MANHOLERIM 42.01INV. 37.67 (W) INV. 37.62 (S) INV. 37.47 (E) STORM SEWER CURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVED OVER)0 STORM SEWER CURB INLETEOP 30.68 INV.26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWE R YARD INLETRIM 21.60 INV.13.28 (N) INV.13.29 (S) STORM SEWERMANHOLE RIM 22.36 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM 19.46INV. 15.54 (S) STORM SEWERMANHOLE RIM 22.36INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S)STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV. 12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP)INV. 12.77 (N) INV. 12.75 (E) M STOPINFO. SIGNINFO. SIGNLIMIT SIGNSPEED SIGNPARKINGSIGNPARKING LIMIT SIGNSPEEDINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNSIGNSTREETB-9BOREB-7BOREB-2BOREB-6BOREB-4BOREINFO. SIGN EXIT SIGN LIMIT SIGNSPEED SIGNH\CSIGNH\CSIGNH\CINFO. SIGNINFO. SIGNINFO. SIGN LIMIT SIGNSPEEDINFO.INFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNB-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGNC-5 SIGNC-5 SIGNB-5 SIGN B-5 SIGNB-5 SIGNB-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGN STOP SIGNSTOP SIGNSTOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGNSTOPSIGNSTOP SIGN SIGNSTREETSIGNYIELDSIGNYIELDSIGNINFO.SIGNSTREET SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNYIELDSIGNINFO.SIGNILM SIGNINFO.LIGHT POLETRAFFICPED.TRAFFIC SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGNSIGNINFO.SIGNINFO. 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SIGNTELE.VAULTELEC.VAULTL\PL\PL\PL\PL\PL\PELEC.VAULTTELE.VAULTELEC.VAULT W\VENCLOSURETELE.VAULTELEC.VAULTSIGNINFO.TELE.MHTELE.MHELEC.MH.L\PELEC.TRANS. INFO. SIGNELEC.TRANS. SIGNINFO. SIGNL\PL\PL\PSIGNINFO. ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVE GRAVEL DRIVE SPOIL SIGNSTOP SIGNBUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTFENCEFENCEFENCEWALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 04 KEY MAP 03 0201 LEGEND PERMANENT WORK THIS PHASE PREVIOUS PHASE PERMANENT WORK TEMPORARY WORK THIS PHASE PREVIOUS PHASE TEMPORARY WORK SIGN ARROW BOARD TYPE 3 BARRICADE CHANNELIZING DEVICE (SEE NCDOT STD 1130.01) PH1A CONSTRUCTION FEATURES EXISTING FEATURES FLOW OF TRAFFIC SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ s a m b e r g a \ d 0 5 3 2 9 4 8 \ I L M B P 2 - P h 1 B _ G C - 0 3 3 . d w g Pl o t t e d b y : S a m b e r g , A n d r e w Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 2 : 4 9 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 400200200 200 100% DESIGN 08/09/2024 JRL KT AGS JRL KT AGS NOTES1. EXISTING INFORMATION IS BASED ON:a. JULY 15, 2022 AND JANUARY 12, 2024,SURVEY.b. LOT F IS BASED ON OCTOBER 2023 CADDFILE RECEIVED FROM ILM CONSULTANT.c.PH1A DEMO WORK MAY BE EXISTING, INPROGRESS OF BEING DEMOLISHED, ORDEMOLISHED AT TIME OF BIDDING.2. ALL PLAN SHEETS MUST BE PRINTED INCOLOR3. TEMPORARY ROADS FOR TRAFFIC CONTROL PURPOSES ARE SHOWN FOR REFERENCE ONLY. ALL TEMPORARY ROADS AND ASSOCIATED WAYFINDING / REGULATORY SIGNAGE SHALL BE SUBMITTED TO THE OWNER FOR APPROVALPRIOR TO INSTALLATION AND RELOCATIONOF EXISTING TRAFFIC PATTERN. 1 ADDENDUM #1 8/23/2024 1 JRL KT AGS KT AGS JRL 1 N C D O T R \W D I S K X X GR A V E L PA R K I N G C O NS T RU C T IO N T RA ILE R SIG N G RAVEL DRIVE X X L O T B L O T A AIR PO RT B O ULE V A R D INTERIM TERMINAL CURBFRONT GC-033.2 JRL TRAFFIC CONTROL PHASE 3 (SHEET 2 OF 4) KT AGS MATCH LINE A-A MA T CH LIN E B- B SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 N O R T H INV. 11.16STORM SEWERHEADWALLSTORM SEWER CURB INLETRIM 22.78 (fut. EOP) INV. 13.72 (N)INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) STORM SEWERMANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E)INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N)INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALLSTORM SEWERMANHOLERIM 24.51INV. 15.24 (NW)INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E)INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWER MANHOLERIM 24.21INV. 13.27 (E)INV. 13.26 (W) STORM SEWERYARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W)STORM SEWERMANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W)STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W)STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W)STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W)STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W)STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N)INV. 21.29 (W)INV. 19.71 (E) INV. 18.48 (S) STORM SEWERYARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W) STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W)INV. 15.79INV. 15.91INV. 15.83 Allegh e n y Drive STORM SEWER CURB INLETRIM 24.60 (EOP)INV. 18.39 (S)STORM SEWERCURB INLETRIM 24.50 (EOP)INV. 17.13 (N) INV. 13.46 (W)INV. 13.45 (E) STORM SEWER CURB INLETRIM 23.25 (EOP)INV. 13.76 (E)STORM SEWERMANHOLERIM BURIED STORM SEWERMANHOLERIM 23.84INV. 13.35 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N) INV. 20.65 (S)STORM SEWERYARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W)INV. 19.41 (S) STORM SEWERYARD INLETRIM 27.00INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33INV. 20.17INV. 20.99 INV. 20.37STORM SEWERYARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWERYARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S)STORM SEWERMANHOLERIM 25.11INV. 6.52STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAP RIP-RAP STORM SEWER MANHOLERIM 22.71INV. 15.46 (E)INV. 14.39 (S)INV. 14.13 (W)STORM SEWER MANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWERYARD INLETRIM 20.75INV. 7.37 (E)STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N)INV. 17.22 (E)INV. 17.20 (S) STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90INV. 23.08INV. 24.19RIP-RAPINV. 23.98 STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S) INV. 21.836 (W) STORM SEWERCURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S)STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W)RIP-RAPINV. 26.57 INV. 26.37INV. 26.36INV. 25.34INV. 25.07INV. 26.89 RIP-RAPINV. 26.34STORM SEWERCURB INLET EOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWERCURB INLETEOP 3302INV. 30.71 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W) INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWERYARD INLETRIM 37.90INV. 33.80 (E) STORM SEWER CURB INLETEOP 37.67INV. 34.28 (S)INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W)STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W)STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S)INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWER CURB INLETEOP 38.96INV. 36.08 (E)INV. 35.90 (W) STORM SEWER MANHOLERIM 41.90INV. 38.91 (S)INV. 37.69 (E)INV. 37.47 (W) STORM SEWER MANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 ( E ) STORM SEWER MANHOLERIM 42.01INV. 37.67 (W) INV. 37.62 (S) INV. 37.47 (E) STORM SEWER CURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVED OVER)0 STORM SEWER CURB INLETEOP 30.68 INV.26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWE R YARD INLETRIM 21.60 INV.13.28 (N) INV.13.29 (S) STORM SEWERMANHOLE RIM 22.36 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM 19.46INV. 15.54 (S) STORM SEWERMANHOLE RIM 22.36INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S)STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV. 12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP)INV. 12.77 (N) INV. 12.75 (E) M STOPINFO. 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MHMHMH CONCRETE WALKH\CSIGNCREWCAR 04 KEY MAP 03 0201 LEGEND PERMANENT WORK THIS PHASE PREVIOUS PHASE PERMANENT WORK TEMPORARY WORK THIS PHASE PREVIOUS PHASE TEMPORARY WORK SIGN ARROW BOARD TYPE 3 BARRICADE CHANNELIZING DEVICE (SEE NCDOT STD 1130.01) PH1A CONSTRUCTION FEATURES EXISTING FEATURES FLOW OF TRAFFIC SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ s a m b e r g a \ d 0 5 3 2 9 4 8 \ I L M B P 2 - P h 1 B _ G C - 0 3 3 . d w g Pl o t t e d b y : S a m b e r g , A n d r e w Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 2 : 5 0 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 400200200 200 100% DESIGN 08/09/2024 JRL KT AGS JRL KT AGS JRL KT AGS NOTES1. EXISTING INFORMATION IS BASED ON:a. JULY 15, 2022 AND JANUARY 12, 2024,SURVEY.b. LOT F IS BASED ON OCTOBER 2023 CADDFILE RECEIVED FROM ILM CONSULTANT.c.PH1A DEMO WORK MAY BE EXISTING, INPROGRESS OF BEING DEMOLISHED, ORDEMOLISHED AT TIME OF BIDDING.2. ALL PLAN SHEETS MUST BE PRINTED INCOLOR3. TEMPORARY ROADS FOR TRAFFIC CONTROL PURPOSES ARE SHOWN FOR REFERENCE ONLY. ALL TEMPORARY ROADS AND ASSOCIATED WAYFINDING / REGULATORY SIGNAGE SHALL BE SUBMITTED TO THE OWNER FOR APPROVALPRIOR TO INSTALLATION AND RELOCATIONOF EXISTING TRAFFIC PATTERN. 1 ADDENDUM #1 8/23/2024 1 JRL KT AGS KT AGS JRL 1 1 X X X X X X X X X X CU R B L I N E CURB LINE CU R B LIN E X X SIG N H\C SI G N H\C B- 5 SI GN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGN C-2 SIGN C-3 SIGN C-4 SIGN C-5 SI GN C- 5 SI G N C-5 SI GN B-5 S IG N B- 5 SI GN B -5 S IG N B-4 S IG N B- 3 SI G N B- 3 SI GN B-4 S IG N B- 4 SI GN C-4 SI GN C-3 SI GN B- 3 SI GN C-2 SIGN B-2 S IG N C-1 SI GN B-1 S IG N C-3 SIG N C-3 SIGN C-4 SIGNC-4 SIGN SIG N PA R KIN G SI GN PA R KIN G SI G N PA R KIN G SIGN PA R K I N G SIG N PA R KI N G SI G N PA R K I N G SI G N PA R KIN G SI G N PA R KIN G SI G N PA R KIN G SI G N H\C SIG N H \C SIG N H\C SIG N H\C SI G N H\C IN F O. B- 5 SI GN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGN C-2 SIGN C-3 SIGN C-4 SIGN C-5 SI GN C- 5 SI G N C-5 SI GN B-5 S IG N B- 5 SI GN B -5 S IG N B-4 S IG N B- 3 SI G N B- 3 SI GN B-4 S IG N B- 4 SI GN C-4 SI GN C-3 SI GN B- 3 SI GN C-2 SIGN B-2 S IG N C-1 SI GN B-1 S IG N SI G N SIGNH\C SIGNH\CSIGNH\C SI G N H\C SIGNH\C SIGNH\C SIGN H\C SIGNH\C C-3 SIG N C-3 SIGN C-4 SIGNC-4 SIGN IN F O. SI G N SIG N IN F O. SIG N IN F O. SI G N IN F O. SI G N IN F O. SI GN IN F O. SI GN IN F O. SI GN IN F O. SIG N I N F O. SI G N IN F O. SI G N IN F O. SIG N IN FO.SIG N TI C KE T BOO T H SIG N PA R KIN G SI GN PA R KIN G SI G N PA R KIN G SIGN PA R K I N G SIG N PA R KI N G SI G N PA R K I N G ST O P SI G N PA R KIN G SI G N PA R KIN G SI G N PA R KIN G IN F O. SI G N SI G N H\C SIG N H \C SI G N IN F O. SI G N IN F O. FENCE A R F F A C C E S S R O A D MODERN AVIATION P A R K I N G L O T TEM P RDW Y LO T D LO T C L O T E A I R P O R T B O U L E V A R D DOL A N DRIVE AI RPO RT BO ULEV A R D A I R P O R T B O U L E V A R D ST O P IN F O . S I G N IN F O . S I G N SI G N SI G N PA R KIN G SI G N PA R KI N G G A TE F E NC E F E N C E A I R P O R T B O U L E V A R D A R F F A C C E S S R O A D INTERIM TERMINAL CURBFRONT GC-033.3 JRL TRAFFIC CONTROL PHASE 3 (SHEET 3 OF 4) KT AGS MATCH LINE C-C MAT CH L I NE B - B SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 N O R T H INV. 11.16STORM SEWERHEADWALLSTORM SEWER CURB INLETRIM 22.78 (fut. EOP) INV. 13.72 (N)INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) STORM SEWERMANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E)INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N)INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALLSTORM SEWERMANHOLERIM 24.51INV. 15.24 (NW)INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E)INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWER MANHOLERIM 24.21INV. 13.27 (E)INV. 13.26 (W) STORM SEWERYARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W)STORM SEWERMANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W)STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W)STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W)STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W)STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W)STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N)INV. 21.29 (W)INV. 19.71 (E) INV. 18.48 (S) STORM SEWERYARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W) STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W)INV. 15.79INV. 15.91INV. 15.83 Allegh e n y Drive STORM SEWER CURB INLETRIM 24.60 (EOP)INV. 18.39 (S)STORM SEWERCURB INLETRIM 24.50 (EOP)INV. 17.13 (N) INV. 13.46 (W)INV. 13.45 (E) STORM SEWER CURB INLETRIM 23.25 (EOP)INV. 13.76 (E)STORM SEWERMANHOLERIM BURIED STORM SEWERMANHOLERIM 23.84INV. 13.35 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N) INV. 20.65 (S)STORM SEWERYARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W)INV. 19.41 (S) STORM SEWERYARD INLETRIM 27.00INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33INV. 20.17INV. 20.99 INV. 20.37STORM SEWERYARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWERYARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S)STORM SEWERMANHOLERIM 25.11INV. 6.52STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAP RIP-RAP STORM SEWER MANHOLERIM 22.71INV. 15.46 (E)INV. 14.39 (S)INV. 14.13 (W)STORM SEWER MANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWERYARD INLETRIM 20.75INV. 7.37 (E)STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N)INV. 17.22 (E)INV. 17.20 (S) STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90INV. 23.08INV. 24.19RIP-RAPINV. 23.98 STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S) INV. 21.836 (W) STORM SEWERCURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S)STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W)RIP-RAPINV. 26.57 INV. 26.37INV. 26.36INV. 25.34INV. 25.07INV. 26.89 RIP-RAPINV. 26.34STORM SEWERCURB INLET EOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWERCURB INLETEOP 3302INV. 30.71 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W) INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWERYARD INLETRIM 37.90INV. 33.80 (E) STORM SEWER CURB INLETEOP 37.67INV. 34.28 (S)INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W)STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W)STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S)INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWER CURB INLETEOP 38.96INV. 36.08 (E)INV. 35.90 (W) STORM SEWER MANHOLERIM 41.90INV. 38.91 (S)INV. 37.69 (E)INV. 37.47 (W) STORM SEWER MANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 ( E ) STORM SEWER MANHOLERIM 42.01INV. 37.67 (W) INV. 37.62 (S) INV. 37.47 (E) STORM SEWER CURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVED OVER)0 STORM SEWER CURB INLETEOP 30.68 INV.26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWE R YARD INLETRIM 21.60 INV.13.28 (N) INV.13.29 (S) STORM SEWERMANHOLE RIM 22.36 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM 19.46INV. 15.54 (S) STORM SEWERMANHOLE RIM 22.36INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S)STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV. 12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP)INV. 12.77 (N) INV. 12.75 (E) M STOPINFO. SIGNINFO. SIGNLIMIT SIGNSPEED SIGNPARKINGSIGNPARKING LIMIT SIGNSPEEDINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNSIGNSTREETB-9BOREB-7BOREB-2BOREB-6BOREB-4BOREINFO. SIGN EXIT SIGN LIMIT SIGNSPEED SIGNH\CSIGNH\CSIGNH\CINFO. SIGNINFO. SIGNINFO. SIGN LIMIT SIGNSPEEDINFO.INFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNB-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGNC-5 SIGNC-5 SIGNB-5 SIGN B-5 SIGNB-5 SIGNB-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGN STOP SIGNSTOP SIGNSTOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGNSTOPSIGNSTOP SIGN SIGNSTREETSIGNYIELDSIGNYIELDSIGNINFO.SIGNSTREET SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNYIELDSIGNINFO.SIGNILM SIGNINFO.LIGHT POLETRAFFICPED.TRAFFIC SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGNSIGNINFO.SIGNINFO. 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SIGNTELE.VAULTELEC.VAULTL\PL\PL\PL\PL\PL\PELEC.VAULTTELE.VAULTELEC.VAULT W\VENCLOSURETELE.VAULTELEC.VAULTSIGNINFO.TELE.MHTELE.MHELEC.MH.L\PELEC.TRANS. INFO. SIGNELEC.TRANS. SIGNINFO. SIGNL\PL\PL\PSIGNINFO. ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVE GRAVEL DRIVE SPOIL SIGNSTOP SIGNBUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTFENCEFENCEFENCEWALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 04 KEY MAP 03 0201 LEGEND PERMANENT WORK THIS PHASE PREVIOUS PHASE PERMANENT WORK TEMPORARY WORK THIS PHASE PREVIOUS PHASE TEMPORARY WORK SIGN ARROW BOARD TYPE 3 BARRICADE CHANNELIZING DEVICE (SEE NCDOT STD 1130.01) PH1A CONSTRUCTION FEATURES EXISTING FEATURES FLOW OF TRAFFIC SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ s a m b e r g a \ d 0 5 3 2 9 4 8 \ I L M B P 2 - P h 1 B _ G C - 0 3 3 . d w g Pl o t t e d b y : S a m b e r g , A n d r e w Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 2 : 5 0 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 400200200 200 100% DESIGN 08/09/2024 FLOW OF PEDESTRIAN TRAFFIC JRL KT AGS JRL KT AGS JRL KT AGS NOTES1. EXISTING INFORMATION IS BASED ON:a. JULY 15, 2022 AND JANUARY 12, 2024,SURVEY.b. LOT F IS BASED ON OCTOBER 2023 CADDFILE RECEIVED FROM ILM CONSULTANT.c.PH1A DEMO WORK MAY BE EXISTING, INPROGRESS OF BEING DEMOLISHED, ORDEMOLISHED AT TIME OF BIDDING.2. ALL PLAN SHEETS MUST BE PRINTED INCOLOR3. TEMPORARY ROADS FOR TRAFFIC CONTROL PURPOSES ARE SHOWN FOR REFERENCE ONLY. ALL TEMPORARY ROADS AND ASSOCIATED WAYFINDING / REGULATORY SIGNAGE SHALL BE SUBMITTED TO THE OWNER FOR APPROVALPRIOR TO INSTALLATION AND RELOCATIONOF EXISTING TRAFFIC PATTERN. 1 ADDENDUM #1 8/23/2024 1 JRL KT AGS KT AGS JRL 1 CO NC R E T E M A RK E R LO T F AIR POR T BL VD H E W L E TT D R I V E M O D E R N A V I A T I O N P A R K I N G L O T X X X X XX SI GN PA R KIN G IN F O. SI G N LIM IT S IG N S P E E D ST O P S I G N AIR POR T BL VD LO T F GC-033.4 JRL TRAFFIC CONTROL PHASE 3 (SHEET 4 OF 4) KT AGS MAT CH L I NE D - D MATCH LINE C-C SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 N O R T H INV. 11.16STORM SEWERHEADWALLSTORM SEWER CURB INLETRIM 22.78 (fut. EOP) INV. 13.72 (N)INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) STORM SEWERMANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E)INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N)INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALLSTORM SEWERMANHOLERIM 24.51INV. 15.24 (NW)INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E)INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWER MANHOLERIM 24.21INV. 13.27 (E)INV. 13.26 (W) STORM SEWERYARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W)STORM SEWERMANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W)STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W)STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W)STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W)STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W)STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N)INV. 21.29 (W)INV. 19.71 (E) INV. 18.48 (S) STORM SEWERYARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W) STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W)INV. 15.79INV. 15.91INV. 15.83 Allegh e n y Drive STORM SEWER CURB INLETRIM 24.60 (EOP)INV. 18.39 (S)STORM SEWERCURB INLETRIM 24.50 (EOP)INV. 17.13 (N) INV. 13.46 (W)INV. 13.45 (E) STORM SEWER CURB INLETRIM 23.25 (EOP)INV. 13.76 (E)STORM SEWERMANHOLERIM BURIED STORM SEWERMANHOLERIM 23.84INV. 13.35 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N) INV. 20.65 (S)STORM SEWERYARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W)INV. 19.41 (S) STORM SEWERYARD INLETRIM 27.00INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33INV. 20.17INV. 20.99 INV. 20.37STORM SEWERYARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWERYARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S)STORM SEWERMANHOLERIM 25.11INV. 6.52STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAP RIP-RAP STORM SEWER MANHOLERIM 22.71INV. 15.46 (E)INV. 14.39 (S)INV. 14.13 (W)STORM SEWER MANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWERYARD INLETRIM 20.75INV. 7.37 (E)STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N)INV. 17.22 (E)INV. 17.20 (S) STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90INV. 23.08INV. 24.19RIP-RAPINV. 23.98 STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S) INV. 21.836 (W) STORM SEWERCURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S)STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W)RIP-RAPINV. 26.57 INV. 26.37INV. 26.36INV. 25.34INV. 25.07INV. 26.89 RIP-RAPINV. 26.34STORM SEWERCURB INLET EOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWERCURB INLETEOP 3302INV. 30.71 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W) INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWERYARD INLETRIM 37.90INV. 33.80 (E) STORM SEWER CURB INLETEOP 37.67INV. 34.28 (S)INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W)STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W)STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S)INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWER CURB INLETEOP 38.96INV. 36.08 (E)INV. 35.90 (W) STORM SEWER MANHOLERIM 41.90INV. 38.91 (S)INV. 37.69 (E)INV. 37.47 (W) STORM SEWER MANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 ( E ) STORM SEWER MANHOLERIM 42.01INV. 37.67 (W) INV. 37.62 (S) INV. 37.47 (E) STORM SEWER CURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVED OVER)0 STORM SEWER CURB INLETEOP 30.68 INV.26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWE R YARD INLETRIM 21.60 INV.13.28 (N) INV.13.29 (S) STORM SEWERMANHOLE RIM 22.36 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM 19.46INV. 15.54 (S) STORM SEWERMANHOLE RIM 22.36INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S)STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV. 12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP)INV. 12.77 (N) INV. 12.75 (E) M STOPINFO. 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MHMHMH CONCRETE WALKH\CSIGNCREWCAR 04 KEY MAP 03 0201 LEGEND PERMANENT WORK THIS PHASE PREVIOUS PHASE PERMANENT WORK TEMPORARY WORK THIS PHASE PREVIOUS PHASE TEMPORARY WORK SIGN ARROW BOARD TYPE 3 BARRICADE CHANNELIZING DEVICE (SEE NCDOT STD 1130.01) PH1A CONSTRUCTION FEATURES EXISTING FEATURES FLOW OF TRAFFIC SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ s a m b e r g a \ d 0 5 3 2 9 4 8 \ I L M B P 2 - P h 1 B _ G C - 0 3 3 . d w g Pl o t t e d b y : S a m b e r g , A n d r e w Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 2 : 5 0 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 400200200 200 100% DESIGN 08/09/2024 JRL KT AGS JRL KT AGS JRL KT AGS NOTES1. EXISTING INFORMATION IS BASED ON:a. JULY 15, 2022 AND JANUARY 12, 2024,SURVEY.b. LOT F IS BASED ON OCTOBER 2023 CADDFILE RECEIVED FROM ILM CONSULTANT.c.PH1A DEMO WORK MAY BE EXISTING, INPROGRESS OF BEING DEMOLISHED, ORDEMOLISHED AT TIME OF BIDDING.2. ALL PLAN SHEETS MUST BE PRINTED INCOLOR3. TEMPORARY ROADS FOR TRAFFIC CONTROL PURPOSES ARE SHOWN FOR REFERENCE ONLY. ALL TEMPORARY ROADS AND ASSOCIATED WAYFINDING / REGULATORY SIGNAGE SHALL BE SUBMITTED TO THE OWNER FOR APPROVALPRIOR TO INSTALLATION AND RELOCATIONOF EXISTING TRAFFIC PATTERN. 1 ADDENDUM #1 8/23/2024 1 JRL KT AGS KT AGS JRL 1 A GC-036 A GC-036 CL AIRPORT BLVD CL AIRPORT BLVD B GC-036 B GC-036 C GC-036 C GC-036 TRAFFIC CONTROL TYPICAL SECTIONS (SHEET 1 OF 1) GC-036 JKG KT JRL LEGEND PERMANENT WORK THIS PHASE PREVIOUS PHASE PERMANENT WORK TEMPORARY WORK THIS PHASE PREVIOUS PHASE TEMPORARY WORK SIGN ARROW BOARD TYPE 3 BARRICADE CHANNELIZING DEVICE (SEE NCDOT STD 1130.01) PH1A CONSTRUCTION FEATURES EXISTING FEATURES FLOW OF TRAFFIC SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 4 8 6 7 4 2 \ I L M B P 2 - G C - 0 3 6 . d w g Pl o t t e d b y : C a s t o , C a i t l i n Pl o t t e d o n : 8 / 8 / 2 0 2 4 5 : 3 7 P M WILMINGTON INTERNATIONAL AIRPORT 100% DESIGN 08/09/2024 NCDOT R\W DISK NCDOT R\W DISK X CURB LINE CURB LINE CURB LINE CURB LINE CURB LINE CUR B LINE CURB LINE X HANGAR 6 HANGAR BU ILDING 10 HANGAR 4 HANGAR 5 HANGAR 2 HANGAR 1 MODERN AVIATION HANGAR 7 HANGAR 3 M INFO. SIGN INFO. SIGN LIMIT SIGNSPEED SIGNPARKING LIMIT SIGNSPEED INFO. SIGN B-9BORE B-7BORE B-2BORE B-6BORE B-4BORE INFO. SIGN EXIT SIGN LIMIT SIGNSPEED SIGNH\C SIGNH\CSIGNH\C INFO. SIGN INFO. SIGN INFO. SIGN LIMIT SIGNSPEED INFO. INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGN B-5 SIGN B-4 S I G N B-3 S I G N B-2 SI G N B-1 SIGN C-1 SIGN C-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-3 SIGN B-4 SIGN B-4 S I G N C-4 SIG N C-3 SIGNB-3 SIGN C-2 SIG NB-2 S I G N C-1 SIG NB-1 SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN SIGNSTREETSIGNYIELD SIGNYIELD SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO.STOP SIGN SIGNINFO. SIGNINFO. SIGNINFO.SIGNINFO. SIGNYIELD SIGNINFO. PED.TRAFFIC SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO.SIGNINFO. SIGNH\C SIGNH\CSIGNH\C SIGNH\C SIGNH\CSI G N H\C SIGNH\C SIGNH\C C-3 SIGN C-3 SIGN C-4 SIGN C-4 SIGN SIGNPARKING LIMIT SIGNSPEED SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO. SIGN INFO.SIGNINFO.SIGN SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING STOPSIGNPARKING SIGNPARKING SIGNPARKING INFO.SIGN SIGNH\C SIGNH\C INFO. SIGN SIGNINFO.INFO. SIGN SIGN INFO. SIGN SIGNINFO. INFO. SIGN INFO. SIGN LIMIT SIGNSPEED SIGNPARKING LIMIT SIGNSPEED INFO. SIGN B-9BORE B-7BORE B-2BORE B-6BORE B-4BORE INFO. SIGN 5' SIDEWAL K EXIT SIGN CONCRETEMARKER GRAVELPARKING CONSTRUCTION TRAILER SIGNH\C SIGNH\CSIGNH\C INFO. SIGN INFO. SIGN INFO. SIGN LIMIT SIGNSPEED INFO. INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGN B-5 SIGN B-4 S I G N B-3 S I G N B-2 SI G N B-1 SIGN C-1 SIGN C-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-3 SIGN B-4 SIGN B-4 S I G N C-4 SIG N C-3 SIGNB-3 SIGN C-2 SIG NB-2 S I G N C-1 SIG NB-1 SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN SIGNSTREETSIGNYIELD SIGNYIELD SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO.STOP SIGN SIGNINFO. SIGNINFO. SIGNINFO.SIGNINFO. SIGNYIELD SIGNINFO. PED.TRAFFIC SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO.SIGNINFO. SIGNH\C SIGNH\CSIGNH\C SIGNH\C SIGNH\CSI G N H\C SIGNH\C SIGNH\C C-3 SIGN C-3 SIGN C-4 SIGN C-4 SIGN SIGNPARKING LIMIT SIGNSPEED SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO. SIGN INFO.SIGNINFO.SIGN TICKETBOOTH SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING STOPSIGNPARKING SIGNPARKING SIGNPARKING INFO.SIGN SIGNH\C SIGNH\C GENERATORPAD INFO. SIGN SIGNINFO.INFO. SIGN SIGN INFO. SIGN SIGNINFO. XX X X X X X X ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVE L D R I V E X X X GRAVEL DRIVE SPOIL SIGN STOP SIGN BUILDING BUILDING BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD FFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENTEDGE OF PAVEM ENT EDG E OF P AVEMENT EDGE OF PAV E M E N T WALK CONC. WA L KCONCRETE GEN.ROOM 1'x1'STEEL CAPCONC. TOWER TRAFFIC SIGN CONC. HVAC EDGE OF P A V M ENT CONC. MH MHMH CONCRETE WALK H\CSIGN CREWCAR GATE FENCE L O T F AIRP ORT BLVD ARF F ACC E S S RO A D MODER N AVI A T I O N ACCE SS ROAD MO DE R N AVI ATI ON DRIVEWAY AIRPORT BLVD AIRPORT BLVD EMERGENCY ACCE SS RO AD HEWLETT DRIVE T R A S K D R I V E TERM INA L HALL DRIVE G ARDN E R R O AD ARFF ACCESS ROAD EM ER GEN C Y AC C ESS R OAD TEMP R DWY AIRPORT PARKING LOT MO D E R N AVI ATI ON PARKING LOT L O T D L O T C LOT E LO T B LO T A D R I V E D O L A N X X INV. 11.16 STORM SEWERHEADWALL 72" RCP 72 " RCP 72" RCP 72" RCP 72" RCP 72" RCP STORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N)INV. 13.70 (S) 15" RCP STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) STORM SEWERMANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E)INV. 12.42 (S)INV. 11.86 (W)72" RCP STORM SEWERMANHOLERIM 24.32INV. 12.67 (N)INV. 12.67 (E)INV. 12.66 (S)48" RCP 60" RCP 72" R CP INV. 10.53 STORM SEWERHEADWALL STORM SEWERMANHOLERIM 24.51INV. 15.24 (NW)INV. 13.23 (NE) 24" R CP STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E)INV. 17.87 (S) STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWERMANHOLERIM 24.21INV. 13.27 (E)INV. 13.26 (W) 48" RCP 72" RCP STORM SEWERYARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W) STORM SEWERMANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W) 48" RCP 48" RCP STORM SEWERMANHOLERIM 29.28INV. 16.89 (W) STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W) STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERMANHOLERIM 28.14INV. 13.44 (N)INV. 24.46 (E)INV. 24.82 (W) 72" RCP 72 " RC P 18" RCP 18" OVAL STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W) 18" RCP 18" RCP 18" RCP STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W) 18" RCP STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W) 30" R C P STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N)INV. 21.29 (W)INV. 19.71 (E)INV. 18.48 (S) 30" RCP STORM SEWERYARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W) STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W) 42" RCP 42" RCP INV. 15.79 INV. 15.91 INV. 15.83 18" RC P 18" RCP 24" RC P 12" R C P 18" R C P 48" RCP 48" RCP STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S) STORM SEWERCURB INLETRIM 24.50 (EOP)INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP)INV. 13.76 (E) STORM SEWERMANHOLERIM BURIED STORM SEWERMANHOLERIM 23.84INV. 13.35 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) RIP-RAP STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S) 24" RC P STORM SEWERYARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W)INV. 19.41 (S) STORM SEWERYARD INLETRIM 27.00 INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33 INV. 20.17 INV. 20.99 INV. 20.37 18" RC P 18" RCP 18" R C P 18 " RC P STORM SEWERYARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) 24" RCP 24" RCP STORM SEWERYARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S) STORM SEWERMANHOLERIM 25.11INV. 6.52 STORM S EWER MANHOLERIM 2 3.52INV. 12.73 (E) 48" RC P INV. 12.68 (W) RIP-RAP RIP-RAP STORM SEWERMANHOLERIM 22.71INV. 15.46 (E)INV. 14.39 (S)INV. 14.13 (W) STORM SEWERMANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWERYARD INLETRIM 20.75INV. 7.37 (E) STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N)INV. 17.22 (E)INV. 17.20 (S) STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) 36" RCPINV. 9.89 STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) 36" RCP 24" RC P RIP-RAPINV. 18.47 STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) 18" RCP 15" RCP RIP-RAPINV. 22.67 INV. 22.90 INV. 23.08 INV. 24.19 RIP-RAPINV. 23.98 STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S) RIP-RAPINV. 22.84 36" RCP STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWERCURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W) RIP-RAPINV. 26.57 INV. 26.37 INV. 26.36 INV. 25.34 INV. 25.07 INV. 26.89 RIP-RAPINV. 26.34 STORM SEWERCURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E)15" RCP STORM SEWERCURB INLETEOP 3302INV. 30.71 (E) 15" RCP STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) 15" RCP 15" RCP STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E)STORM SEWERYARD INLETRIM 37.90INV. 33.80 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S)INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W) 15" RCP 15" RCP18" RCP 18" RCP 24" RCP STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S)INV. 26.67 (N) 15" RCP STORM SEWE R CURB INLETEOP 32.13INV. 29.19 (E ) INV. 29.12 ( N ) STORM SEWER CURB INLET EOP 38.96INV. 36.08 (E) INV. 35.90 (W) STORM SEWER MANHOLE RIM 41.90 INV. 38.91 (S) INV. 37.69 (E) INV. 37.47 (W) STORM SEWER MANHOLE RIM 42.63 INV. 38.4 6 ( S ) INV. 38. 2 9 ( E ) STORM SEW E R MAN HOLE RIM 4 2 . 0 1 INV. 37 . 6 7 ( W ) INV. 37.62 (S) INV . 3 7 . 4 7 ( E ) STORM SEWERCURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVEDOVER)0 STORM SEWERCURB INLETEOP 30.68 INV.26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWERYARD INLETRIM 21.60 INV.13.28 (N) INV.13.29 (S) STORM SEWERYARD INLETRIM 21.50 INV.12.94 (N) INV.13.00 (S) STORM SEWERMANHOLE RIM 22.36INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM19.46INV. 15.54 (S) STORM SEWERMANHOLE RIM 22.36INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S) STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV.12.35 (E)STORM SEWERCURB INLETRIM 23.31 (EOP)INV. 12.77 (N) INV.12.75 (E) SANITARY SEWERMANHOLERIM 24.49 INV. 7.66 SANITARY SEWERMANHOLERIM 23.97 INV. 5.13 SANITARY SEWERMANHOLERIM 24.17INV. 6.62 8"SS8"SS SAN SAN SANITARY SEWERMANHOLERIM 24.20INV. 9.70 8"S S SANITARY SEWERMANHOLERIM 25.08INV. 11.50 8"S S 8"SS SANITARY SEWERMANHOLERIM 25.54INV. 11.88 SANITARY SEWERMANHOLERIM 27.00INV. sealed SANITARY SEWERMANHOLERIM 26.56INV. sealed SANITARY SEWERMANHOLERIM 27.67INV. sealed SANITARY SEWERMANHOLERIM 28.72INV. 16.02 SANITARY SEWERMANHOLERIM 27.14INV. 14.83 SANITARY SEWERMANHOLERIM 29.26INV. full of dirt 8"SS 8"SS 8"SS SANITARY SEWERMANHOLERIM 28.78 SANITARY SEWERMANHOLERIM 24.70INV. sealed SANITARY SEWERMANHOLERIM 24.29INV. sealed SAN SAN SA N SA N SA N SAN SANITARY SEWERMANHOLERIM 42.31INV. 15.15 SANITARY SEWERMANHOLERIM 30.68INV. 12.26 SANITARY SEWERMANHOLERIM (COVERED)INV. (COVERED) SANITARY SEWERMANHOLERIM 24.94INV. 8.15 APPROX. LOCATION UNABLE TO FIND MANHOLE SANITARY SEWERMANHOLERIM (COVERED)INV. (COVERED) SANITARY SEWERMANHOLERIM (COVERED)INV. (COVERED)SANITARY SEWERMANHOLERIM 29.91INV. 15.34 SANITARY SEWERMANHOLERIM 31.99INV. 21.26 (N)INV. 17.03 (W) SANITARY SEWERMANHOLERIM 29.39INV. 23.35 S A N SAN SAN SAN SA N SA N SA N SA N SAN SAN SAN SA N SAN SA N SAN SAN SAN SAN SA N SSSSSS SS S S S S S S S S S S S S S S S S S S S S S S S W W W 15"RCP15"RCP 15"RCP 15"RCP 24"RCP 24"RCP 15"R CP 15"RCP G G G 48" RCP G S 42" RC P W W WWWW 18" RCP 15"RCP 1 5"RC P 42" RC P SANITARY SEWERMANHOLERIM 10.72INV. 4.35 PUMP STATION FIREHYDRANT WATERVALVE INV.4.65 CLEAN OUT CLEAN OUT INV.6.07 SA N SANITARY SEWERMANHOLERIM 22.99INV. 4.30 SANITARY SEWERMANHOLERIM 23.87INV. 3.30 SANITARY SEWERMANHOLERIM 17.23 INV. 2.31 SA N SA N SA N SAN SANITARY SEWERMANHOLERIM 16.30INV. 1.15 SANITARY SEWERMANHOLERIM 23.01INV. 14.56 SANITARY SEWERMANHOLERIM 24.20INV. 13.65 INV.19.18 INV.19.06 18"RCP STORM MHRIM 22.73 INV. 14.52 INV 14.74 INV. 17.78 HEADWALLINV.18.60 HEADWALLINV. 14.58 INV.12.38 INV.10.78 WINGWALL WINGWALL WALL WINGWALL INV.10.69 INV.10.17 INV.9.99 WING GAS GA S 18"RCP INV.26.23 INV.25.87JUNCTION BOX SANITARY SEWERMANHOLERIM 29.39 INV.23.91 WATERVALVE FIREHYDRANT BACK FLOWPREVENTOR WATERMETER 8"PVCINV.27.17 INV.27.26RIP-RAPWBACK FLOWPREVENTER WATERMETER 15"RCPINV.25.39HEADWALL WATERMETER HEADWALL15"RCP INV. 25.98 INV. 15.77 RIM 26.54STORM INLET INV.18.95 INV. INV. 25.84 INV. 26.00 22.55INV. INV. 20.50 INV.20.70 INV. 15.10 INV. 18.27INV. 17.57 18.82 12"RCP INV.26.06 INV.26.40 INV. 23.13RIM 25.38STORM INLET INV. 18.83RIM 27.63STORM MANHOLE INV. NO ACCESSRIM 27.11STORM INLET INV. 13.83RIM 26.68STORM INLET SANITARY SEWERMANHOLERIM 27.49INV. 20.31 SANITARY SEWERMANHOLERIM 28.70INV. 20.10 SANITARY SEWERMANHOLERIM 28.75INV. 20.01 GASMETER GASVALVE FIREHYDRANT GAS GAS GAS GAS GAS S VALVESEWER CONC.HEADWALL CONC.HEADWALL CONC.HEADWALL CONC.FLUME W\VENCLOSURE W BACK FLOWPREVENTERWATERMETER STORM SEWERMANHOLERIM 24.21INV. 13.27 (E)INV. 13.26 (W) STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S) L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15L16 X X X X X X X X X X X X X X CA1 CA2 CA3 CA4CA5 CA6 CA7CA8 CA9CA10 CA11 CA12L17 INTERIM TERMINAL CURBFRONT INTERIM TERMINAL CURB FRONT INTERIM TERMINAL CURBFRONT CELL PHON E L OT AIRP OR T BOU L E V ARD SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 8 \ I L M B P 2 - P h 1 B _ G C - 0 4 0 . d w g Pl o t t e d b y : L e e , J a n e Pl o t t e d o n : 8 / 8 / 2 0 2 4 4 : 0 7 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 100% DESIGN NORTH 08/09/2024 JJL JKG 7460 CONSTRUCTION LIMITS 200 0 200 400 200 LEGENDLEGEND NOTES 1. EXISTING INFORMATION IS BASED ON:a. JULY 15, 2022 AND JANUARY 12, 2024, SURVEY. b. LOT F IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. c. PH1A DEMO & PROPOSED WORK MAY BE EXISTING, IN PROGRESS OF BEINGDEMOLISHED/CONSTRUCTED, ORDEMOLISHED/CONSTRUCTED AT TIMEOF BIDDING. 2. LANDSIDE APPLIES TO PROPOSED NEW PARKING LOTS AND PROPOSED ROADWAY. AIRSIDE APPLIES TO PROPOSED AIRFIELD ROADWAY AND AIRFIELD PAVEMENT MARKING. 3. CONTRACTOR SHALL COORDINATE WITHOWNER ON HAULING ROUTE AND ENTRY GATE AT NO ADDITIONAL COST. 4. ONLY THE TEMPORARY CONSTRUCTION LIMIT/WORK AREA BOUNDARY IS SUBMITTED FOR FAA 7460-1 AIRSPACE ANALYSIS. PERMANENT OBJECTS ASSOCIATED WITH THIS PROJECT WILL BE SUBMITTEDSEPARATELY. 50 FEET MAX. EQUIPMENT HEIGHTLANDSIDE CONSTRUCTIONBOUNDARY POINTSL# GC-040 PH1A CONSTRUCTION FEATURES EXISTING FEATURES 50 FEET MAX. EQUIPMENT HEIGHT LANDSIDE CONSTRUCTION BOUNDARY PH1B CONSTRUCTION FEATURES 35 FEET MAX. EQUIPMENT HEIGHT CONSTRUCTION AIRSIDE BOUNDARY POINTSCA# 35 FEET MAX. EQUIPMENT HEIGHT AIRSIDE CONSTRUCTION BOUNDARY PROPOSED PARKING LOT PAVEMENT PROPOSED ROADWAY PAVEMENT PROPOSED AIRSIDE ROADWAYPAVEMENT SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 8 \ I L M B P 2 - P h 1 B _ G C - 0 4 0 . d w g Pl o t t e d b y : L e e , J a n e Pl o t t e d o n : 8 / 8 / 2 0 2 4 4 : 0 8 P M WILMINGTON INTERNATIONAL AIRPORT 100% DESIGN 08/09/2024 JJL AGS JKG 7460 CONSTRUCTION LIMITS TABLE GC-041 POINT DESCRIPTION NORTHING EASTING LATITUDE LONGITUDE EXISTING GROUND ELEVATION OBJECT EQUIPMENT HEIGHT OBJECT EQUIPMENT ELEVATION COORDINATES (NAD83)FEET FEET FEET L1 Landside 190451.75 2326980.16 N34° 16' 6.18'' W77° 55' 4.06'' 23.06 50 73.06 L2 Landside 190098.00 2326980.16 N34° 16' 2.68'' W77° 55' 4.10'' 22.88 50 72.88 L3 Landside 190098.00 2327402.00 N34° 16' 2.63'' W77° 54' 59.08'' 23.36 50 73.36 L4 Landside 189959.50 2327402.00 N34° 16' 1.26'' W77° 54' 59.10'' 13.68 50 63.68 L5 Landside 189924.14 2327794.45 N34° 16' 0.87'' W77° 54' 54.42'' 23.12 50 73.12 L6 Landside 189641.09 2327956.14 N34° 15' 58.05'' W77° 54' 52.54'' 23.36 50 73.36 L7 Landside 189320.33 2328392.36 N34° 15' 54.83'' W77° 54' 47.38'' 25.86 50 75.86 L8 Landside 189697.39 2328916.43 N34° 15' 58.51'' W77° 54' 41.09'' 27.37 50 77.37 L9 Landside 190047.15 2329282.11 N34° 16' 1.93'' W77° 54' 36.68'' 44.90 50 94.90 L10 Landside 190094.87 2329234.81 N34° 16' 2.40'' W77° 54' 37.24'' 41.54 50 91.54 L11 Landside 190436.13 2329563.96 N34° 16' 5.74'' W77° 54' 33.28'' 30.84 50 80.84 L12 Landside 190894.30 2329372.26 N34° 16' 10.29'' W77° 54' 35.50'' 27.95 50 77.95 L13 Landside 191361.67 2328602.41 N34° 16' 15'' W77° 54' 44.61'' 28.80 50 78.80 L14 Landside 191163.38 2328074.65 N34° 16' 13.10'' W77° 54' 50.92'' 27.50 50 77.50 L15 Landside 190842.07 2327742.23 N34° 16' 9.95'' W77° 54' 54.93'' 23.56 50 73.56 L16 Landside 190838.78 2327421.15 N34° 16' 9.96'' W77° 54' 58.75'' 22.40 50 72.40 L17 Landside 190456.16 2327422.85 N34° 16' 6.17'' W77° 54' 58.78'' 23.32 50 73.32 CA1 Landside 190488.29 2329996.24 N34° 16' 6.21'' W77° 54' 28.12'' 29.08 50 79.08 CA2 Landside 190490.05 2330296.96 N34° 16' 6.20'' W77° 54' 24.54'' 28.27 50 78.27 CA3 Landside 190523.78 2330337.27 N34° 16' 6.53'' W77° 54' 24.05'' 28.20 50 78.20 CA4 Airside 190490.44 2330362.90 N34° 16' 6.19'' W77° 54' 23.75'' 28.02 35 63.02 CA5 Airside 190452.12 2330381.81 N34° 16' 5.81'' W77° 54' 23.53'' 28.13 35 63.13 CA6 Airside 190453.08 2330493.50 N34° 16' 5.81'' W77° 54' 22.20'' 0.00 35 CA7 Airside 190432.31 2330493.87 N34° 16' 5.60'' W77° 54' 22.20'' 0.00 35 CA8 Airside 190425.79 2330057.61 N34° 16' 5.59'' W77° 54' 27.40'' 0.00 35 CA9 Airside 190247.12 2330048.91 N34° 16' 3.82'' W77° 54' 27.52'' 0.00 35 CA10 Airside 190248.20 2330026.79 N34° 16' 3.83'' W77° 54' 27.79'' 0.00 35 CA11 Airside 190426.36 2330032.44 N34° 16' 5.59'' W77° 54' 27.70'' 0.00 35 CA12 Airside 190424.21 2329982.67 N34° 16' 5.58'' W77° 54' 28.29'' 0.00 35 JJL JKG NOTES 1.HIGHLIGHTED POINTS ARE POINTS THAT AREMISSING SURVEY DATA THAT WILL BE UPDATEDONCE SURVEY IS RECEIVED. SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 8 \ I L M B P 2 - P h 1 B _ G R - 0 1 0 . d w g Pl o t t e d b y : C a s t o , C a i t l i n Pl o t t e d o n : 8 / 9 / 2 0 2 4 3 : 0 3 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 100% DESIGN NORTH 08/09/2024 JKG ECS JKG GEOTECHNICAL INVESTIGATION GR-010 NOTES 1.GEOTECHNICAL TEST LOCATION SKETCH - FIGURE 2 AND FIGURE 3 FROMS&ME, INC. "REPORT OF GEOTECHNICALEXPLORATION PROPOSED ILM LANDSIDE IMPROVEMENTS" PREPARED FOR RS&H (10/19/2023), INCLUDED IN SPECIFICATIONS. 2. GEOTECHNICAL TEST LOCATION MAP 1 FROM S&ME, INC. "REPORT OFGEOTECHNICAL EXPLORATIONWILMINGTON INTERNATIONAL AIRPORT - TERMINAL FRONT CURB IMPROVEMENTS" PREPARED FOR TALBERT & BRIGHT, INC. (03/17/2023), AVAILABLE UPON REQUEST. 3. GEOTECHNICAL TEST LOCATION MAP 2 FROM S&ME, INC. "GEOTECHNICALENGINEERING REPORT WILMINGTONINTERNATIONAL AIRPORT LANDSIDEPARKING REDEVELOPMENT" PREPARED FOR AVCON (06/24/2022), AVAILABLE UPON REQUEST. JKG JKG AGS S&ME, INC. GEOTECHNICAL TEST LOCATION SKETCH - FIGURE 3 S&ME, INC. GEOTECHNICAL TEST LOCATION SKETCH - FIGURE 2 S&ME, INC. GEOTECHNICAL TEST LOCATION MAP 2 PREPARED FOR AVCON S&ME, INC. GEOTECHNICAL TEST LOCATION MAP 1 PREPARED FOR TALBERT & BRIGHT, INC. INV. 11.16STORM SEW E R HEADWALL 72" RCP 72" RCP 72" RCP 72" RC P 72" RCP 72" RCP STORM S E W E R CUR B INLET RIM 22.78 (fut. EOP) INV. 13.7 2 ( N) INV. 13.70 (S) 15" R C P STORM SEWER YARD INLET RIM 20 . 9 0 INV. 16.14 (E) INV. 16.13 (S) STORM SEWER YARD INLET RIM 21.40 INV. 16.44 (W) STORM SEW E R MANHOLE RIM 24 . 2 2 INV. 1 2.03 (N) INV. 1 1.82 (E) INV. 1 2.42 (S) INV. 11.86 (W) 72" RCP STORM SEW E R MANHOLE RIM 24 . 3 2 INV. 1 2.67 (N) INV. 1 2.67 (E) INV. 1 2.66 (S) 48" RCP 60" RC P 72" R C P INV. 10.53STORM SEW E R HEADWALL STORM SEW E R MANHOLE RIM 24.51 INV. 15.24 (NW) INV. 13.23 (NE) 24" RC P STORM SEWE R YARD INLET RIM 19 . 4 0 INV. 1 6.23 (N) INV. 1 6.26 (S) 24" RCP STORM SEWER YARD INLET RIM 22.11 INV. 17.98 (E) INV. 17.87 (S) STORM SEWER MANHOL E RIM 24 . 1 2 INV. 12.22 (E) INV. 12.22 (W) STORM SEWER MANHO L E RIM 24.21 INV. 13.27 (E) INV. 13.26 (W) 48" RCP 72" RC P STORM SEW E R YARD INLET RIM 23.30 INV. 14.36 (E) INV. 14.32 (W) STORM SEWE R MANHO L E RIM 2 7 . 8 1 INV. 15.75 (E) INV. 15.75 (W) 48" R C P 48" RCP STORM SEWER MANHOLE RIM 29.28 INV. 16.89 (W)STORM SEWER MANHOLE RIM 29.06 INV. 2 0.05 (N) INV. 20.04 (W) STORM SEWER MANHOLE RIM 28.91 INV. 1 3.44 (N) INV. 24.46 (E) INV. 13.41 (S) STOR M S E W E R MANHOLE RIM 28 . 1 4 INV. 13.44 (N) INV. 24.46 (E) INV. 2 4.82 (W) 72" R C P 72" RCP 18" RC P 18" OVAL STORM SEWER YARD INLET RIM 2 7 . 2 3 INV. 24.96 (E) INV. 24.99 (W) 18" RCP 18" RC P 18" RCP STORM SEWER YARD IN L ET RIM 2 7 . 7 4 INV. 24.67 (E) INV. 24.53 (W) 18" R C P STORM SEW E R YARD INLET RIM 2 6.71 INV. 23.30 (E) INV. 23.28 (W) 30" RCP STORM S EWER YARD IN L ET RIM 2 5 . 2 8 INV. 18. 5 0 ( N) INV. 21.29 (W) INV. 1 9.71 (E) INV. 18.48 (S) 30" RC P STORM SEWE R YARD INLET RIM 21 . 5 1 INV. 14.27 (E) INV. 14.22 (W) STORM SEW E R YARD INLET RIM 23 . 3 0 INV. 1 5.23 (E) INV. 15.23 (W) STORM SEWER YARD INLET RIM 2 4 . 8 0 INV. 15.63 (E) INV. 15.61 (W) 42" RCP 42" R C P INV. 15.79 INV. 15.91 INV. 15.83 18" RC P 18" RC P 24" RCP 12" R CP 18" RCP 48" RCP 48" RCP STORM S E W E R CURB INLET RIM 24.60 (EOP) INV. 18.39 (S) STORM SEWER CURB INLET RIM 24.50 (EOP) INV. 17.1 3 ( N) INV. 13.46 (W) INV. 13.45 (E) STORM SEW E R CURB INLET RIM 2 3 . 2 5 ( E O P ) INV. 1 3.76 (E) STORM SEWE R MAN HOLE RIM BURIED STORM SEWER MANHOLE RIM 2 3.84 INV. 13.35 (S) STORM SEW E R YARD INLET RIM 21.40 INV. 16.44 (W) RIP-RAP STORM S EWER YARD INLET RIM 26.85 INV. 20. 6 5 ( N) INV. 20.65 (S) 24" RCP STORM SEWE R YARD INLET RIM 2 7.00 INV. 1 9.80 (N) INV. 20.57 (W) INV. 19.41 (S) STORM SEWE R YARD INLET RIM 2 7 . 0 0 INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33 INV. 20.17 INV. 20.99 INV. 20.37 18" RC P 18" R C P 18" RCP 18" RCP STORM S EWER YARD I N L ET RIM 21.33 INV. 12.1 2 ( N) INV. 11.95 (E) 24" RCP 24" RCP STORM S E W E R YARD INLET RIM 20.74 INV. 10.84 (W) INV. 1 0.35 (N) INV. 9.74 (S) STORM SEW E R MANHOLE RIM 2 5 . 1 1 INV. 6.52 STORM SEWERMANHOLERIM 23.52INV. 12.73 (E) 48" R C P 36" RCP INV. 12.68 (W) 36" R CP RIP-RAP RIP-RAP STORM S E W E R MANHOLE RIM 22.71 INV. 1 5.46 (E) INV. 14.39 (S) INV. 14.13 (W) 18" R C P STORM SEW E R MANHOLE RIM 23 . 4 6 INV. 15.37 (E) INV. 1 5.33 (N) 24" RCP 24" RCP 18" RCP INV. 19.55 INV. 18.8 9 RIP-RAP STORM SEWER YARD INLET RIM 20 . 7 5 INV. 7 . 3 7 ( E ) STORM SEWER YARD INLET RIM 23 . 0 0 INV. 17.29 (W) INV. 17. 4 4 ( N) INV. 17.22 (E) INV. 17.20 (S) STORM SEWER MANHOLE RIM 2 5 . 7 5 INV. 1 4.54 (N) INV. 17.50 (S) INV. 14.43 (W) 36" RCP 24" RCP INV. 9.89 STORM SEWER YARD INLET RIM 22.85 INV. 1 8.22 (N) 36 " RC P 24" R CPRIP-RAP INV. 18.4 7 STORM SEWER YARD INLET RIM 24 . 7 4 INV. 22.48 (E) INV. 19.09 (W) 18" RCP 15" RCP RIP-RAP INV. 22.67 INV. 22. 9 0 INV. 23.08 INV. 24.19 RIP-RAP INV. 23.98 STORM SEWE R YARD INLET RIM 25 . 4 0 INV. 22.42 (E) INV. 19.19 (S) 15" RCP RIP-RAP INV. 22.8 4 36" RC P STORM SEWER YARD INLET RIM 2 1 . 1 5 INV. 14.45 (E) INV. 1 3.91 (S) 36" R CP 36" RCP STORM SEWER YARD INLET RIM 22 . 0 0 INV. 16.98 (E) INV. 16.45 (W) 30" RCP STORM SEW E R CURB INLET EOP 27.71 INV. 2 3.00 (N) INV. 22.14 (S) INV. 21. 8 3 6 ( W ) STORM SEWE R CURB INLET EOP 27.34 INV. 2 4.15 (E) INV. 23.80 (S) 18" RC P 30" RC P 15" R CP STORM SEW E R CUR B INLET EOP 29.04 INV. 25.52 (W) RIP-RAP INV. 26.5 7 INV. 26.37 INV. 26.36 INV. 25.3 4 INV. 25.07 INV. 26.8 9 RIP-RAP INV. 26.3 4 STORM SEWE R CURB INLET EOP 31.81 INV. 28.52 (W) INV. 28.26 (E) 15" RCP STORM S E W E R CURB INLET EOP 3 302 INV. 3 0.71 (E)15" R CP STORM S EWER CURB INLET EOP 3 4.23 INV. 29.02 (W) INV. 28.98 (E) 15" RCP 15" R CP STORM SEWER CURB INLET EOP 36.97 INV. 33.25 (W) INV. 32.99 (E) STORM S EWER YARD I N L ET RIM 37 . 9 0 INV. 33.80 (E) STORM SEW E R CURB INLET EOP 37.67 INV. 34.28 (S) INV. 33.96 (W) STORM S E W E R CURB I N L ET EOP 32.31 INV. 28.96 (E) INV. 28.82 (W) STORM SEWER CURB INLET EOP 31.18 INV. 28.01 (E) INV. 27.58 (W) STORM SEWER CURB INLET EOP 31.16 INV. 26.77 (E) INV. 27.58 (W) 15" RCP 15" RC P 18" RCP 18" R CP 24" RCP STORM SEW E R CURB INLET EOP 31.1 0 INV. 2 7.81 (N) STORM SEWER CURB INLET EOP 31.12 INV. 2 6.85 (S) INV. 26.67 (N) 15" RCP 30" RCP 24" RCP STORM SEWER CURB INLET EOP 32.13 INV. 29.19 (E) INV. 29.12 (N) STORM SEWER CURB INLET EOP 38.96 INV. 36.08 (E) INV. 35 . 9 0 ( W ) STORM SEWER MANHOLE RIM 41.90 INV. 38.91 (S) INV. 37.69 (E) INV . 3 7 . 4 7 ( W) STORM SEWER MAN HOL E RIM 42 . 63 IN V . 3 8 . 4 6 ( S) IN V . 3 8 . 2 9 ( E) STORM S EWER MA NHOLE RIM 42.01 IN V . 3 7 . 6 7 ( W) INV. 37 . 62 (S ) INV . 37 . 4 7 (E) STORM SEWE R CURB INLE T EOP 2 7.90 INV. 22.47 (E) INV. 22.19 (N) STOR M SEW E R MANHO L E R I M ( PAVED OVER)0 STOR M SEW ER CURB I N L E T EOP 3 0.68 INV. 26.69 (S) IN V . 25.92 (E) I N V . 25.69 (W) STORM SEWER YARD INL E T RIM 21.7 9 I N V . 19.48 ( N ) INV. 19.46 ( S) STOR M SEW ER YARD INL E T RIM 21.20 INV. 13.55 ( N ) INV. 13.54 (S) STOR M SEW ER YARD I N L E T RIM 21.60 INV. 13.28 (N) INV. 13.29 (S) STORM SEWER YARD INL E T RIM 21.50 INV. 12.94 ( N ) INV. 13.00 (S) STORM SEWER MANHO L E R I M 2 2 . 3 6 INV. 11.41 (N) INV. 1 1.40 (S) STOR M SEW ER YARD INL E T RIM 20.65 INV. 15.26 ( N ) INV. 14.63 (S) STOR M SEW ER YARD INL ET RIM 19.46 INV. 1 5.54 (S) STORM SEWER MANHO L E R I M 2 2 . 3 6 INV. 15.17 (N) INV. 11.90 (W) INV. 1 1.89 (E) INV. 1 1.89 (S) STOR M SEW ER CURB I N L ET RIM 23.28 (EOP) INV. 12.37 (W) INV. 12.35 (E) STORM SEWER CURB I N L E T RIM 23.31 ( E O P) INV. 12.77 (N) INV. 12.75 ( E ) MH MH S A N SAN SANITARY SEWER MANHO L E RIM 2 4.49 INV. 7.66 SANITARY SEW ER MANHOLE RIM 23.97 INV. 5.13 SANITARY SEWER MANHO L E RIM 24 . 1 7 INV. 6.62 8"SS 8"SS SAN SAN SANITARY SEW E R MANHOL E RIM 24 . 2 0 INV. 9.70 8"SS SANITARY SEWE R MANHO L E RIM 25 . 0 8 INV. 11.50 8"SS 8"SS SANITARY SEWER MAN HOLE RIM 25 . 5 4 INV. 11.88 SANITARY SEW E R MANHOL E RIM 27 . 0 0 INV. sealed SANI TARY SEW ER MANHOLE RIM 2 6 . 5 6 INV. sealed SANITARY SEWER MANHOLE RIM 27 . 6 7 INV. sealed SANITARY SEWER MANHOLE RIM 28.72 INV. 16.02 SANITARY SEW ER MANHOLE RIM 27.14 INV. 14.83 SANITARY SEWER MANHOL E RIM 29 . 2 6 INV. full of dirt 8"SS 8"S S 8"SS SAN I TARY SEWE R MANHO L E RIM 2 8 . 7 8 SAN I TARY SEWE R MANHO L E RIM 24 . 7 0 INV. sealed SANI T ARY S E W ER MANHOLE RIM 24.29 INV. sealed SAN SA N SA N S A N SA N SAN SANITARY SEWER MANHOLE RIM 42.31 INV. 15.1 5 SANITARY SEWER MANHOLE RIM 3 0 . 6 8 INV. 12.26 SAN I TARY SEWE R MANHO L E RIM ( C O V E R E D ) INV. (COVERED) SANI T ARY S E W ER MANHOLE RIM 24.94 INV. 8.15 APPR OX. LOCATION UNAB L E TO FIND MANHO L E SANITARY SEW E R MANHOL E RIM ( C O V E R E D ) INV. (COVER ED) SANITARY SEWER MANHO L E RIM ( C O V E R E D ) INV. (COVERED) SANITARY SEWER MAN HOLE RIM 2 9 . 9 1 INV. 15.34 SANITARY SEW ER MANHOL E RIM 3 1 . 9 9 INV. 21.26 (N) INV. 17.03 (W) SANITARY SEWER MANHOLE RIM 29.39 INV. 23.35 SAN SAN SAN SAN S A N SA N SA N SAN S A N SAN SAN S A N SAN S A N SAN SAN SAN S AN S A N S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W GAS G AS 15"RCP 15"R CP 15" R C P 15"RCP 24"RCP 24"RCP 15 " R CP15"RCP SAN S G AS GAS GAS GAS GAS G AS GAS G AS GA S GAS GA S G A S W G G G 13" X 2 2" CM P 48" R C P G AS GA S GAS G G AS GAS S S SAN G AS W W S A N W S A N S W W W S A N S A N W SAN 6" P VC SERVICE S S 42" RCP 15" RCP 15" R C P 15" RCP 15" RCP W W WW WWWW W W W W SAN S A N S A N SAN SAN SAN S A N SAN SAN SAN SAN SAN SA N SA N S S S S S S S S S S S S S S S S S S S S W W W W W W 1 1/2" 1 1/2" 1 1/2" 2" 18" RCP WS S S W S S W WW W W W W W W W W W W W W W W W W W W W W W W W W W W W 8" WATER 8" W A TE R 8" W A TER 8" WATER 8" W A TER 8" WATER 8" W A TE R 8" WATER 12" WA T E R 8" WATER 8" WAT ER SAN SAN S S A N S A N SAN SA N S S S 15" R CP 15"RCP 24" R CP 42" RCP S S S S FIREHYDRANT WATER VALVE INV.19.18 INV.19.06 18"RCP STORM MH RIM 22.73 INV. 14.52 INV 14.74INV. 17.78 HEADWALL INV.18.60 HEADW A L L INV. 14.58 INV.12.38 INV.10.78 WINGWALL WINGWALL WALL WINGWALL INV.10.69 INV.10.17 INV.9.99 WING GA S GAS 18"RCP INV.26.23 INV.25.87 JUNCTION BOX WATERVALVE FIREHYDRANT BACK FLOW PREVEN T O R WATERMETER 8"PVC INV.27.17 INV.27.26 RIP-RAP W BACK FLOW PREVE N T E R WATERMETER 15"RCP INV.25.39HEADWALL WATERMETER INV. 15.77 RIM 26.54STORM INLE T INV.18.95INV. INV.25.84 INV.26.00 22.55INV. INV. 20.50INV.20.70 INV. 15.10INV. 18.27 INV. 17.57 18.82 12"RCP INV.26.06 INV.26.4 0 INV. 23.13RIM 25.3 8STORM INLE T INV. 18.83RIM 27.63STORM MANHOLE INV. NO ACCESS RIM 27.11STORM INLET INV. 13.83RIM 26.68STORM INLET GASMETER GASVALVE FIREHYDRANT G A S G AS GAS G AS GAS CONC. HEAD W ALL CONC. HEADWALL CONC. HEA D W ALL CONC. FLUME W\VENCLOSURE W BACK FLOW PREVENTER WATER METER STORM S EWER MAN HOLE RIM 2 4.21 INV. 13.27 (E) INV. 13.26 (W) STORM S E W E R YARD I N L E T RIM 25.40 INV. 2 2.42 (E) INV. 19.19 (S) L\P L\P L\P L\P P\P P\P P\P P\P P\P P\P P\P P\P G\W G\W G\WG\W G\WG\W G\W G\W G\W ELEC . VAULT ELEC . VAULT ELEC . BOX SWITCH CABINET AT& T VAULT OVERHEAD LIN E PED.BELLSOUTH AT& T PED E S T A L ELEC . C O N D U I T BLOCK FOOTER L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\PL\P L\P L\PL\B L\PL\BL\B L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P AT&T PEDESTAL L\P P\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P T TELE. PED.ELE C .MH. TELE.MH E ELEC. MH. E ELEC.MH. E ELEC . MH.E ELEC. MH. E TTELE.MH TTELE.MH T TELE. MH T TELE. MH TELE. PED. ELEC. VAULT PANELELEC . L\P L\P VAULTELEC . L\P ELEC . VAULT ELEC . VAULT ELEC . VAULT ELEC. PANEL ELEC . PED. ELEC . PED. ELEC . PED. ELEC . PED. ELEC . PED. ELEC . VAU L T L\P L\P ELEC.PED. ELEC . PANEL DUCT VAULT FAAMARKE R TELE. VAULT ELEC. VAULT L\PL\PL\P L\P L\P L\P ELEC . VAULT TELE. VAULT ELEC . VAULT TELE. VAULT ELEC . VAULT TTELE. MH TTELE. MH ELEC . MH. E L\P ELEC . TRANS. ELEC . TRANS. L\P L\P L\P ET T L\P L\P L\B L\B L\B L\B L\B L\B L\B L\B L\B L\B L\B L\B L\B L\BL\B L\B L\B L\B L\B L\B L\B L\B L\B L\B L\B L\B L\B L\P L\BL\BL\B E E E E E T T T T E E E E E E E E E E E E E E E E E E E E E E E E E E E E E T T T T T T T T T T T T T T T T T TV TV E E T T C T T lp T E E E E E E E E T T T T T T T T T E E E E E E E E T T T T T T T T T T T T T T T T T T T T T T T ABANDONED COMM LINE, VIF ABAND O N E D C O M M LI NE, VIF A A A A A A A A A A A A A A P\P GUYWIRE P\PP\P GUYWIRE T AT&THANDHOLE AT&THANDHOLE TRANSFORMER T T L\P PHONE PED. L\P L\P L\P TRANSFORMER TRANSFORMER COMMUNICATIONS VAULT L\P TRANSFORMER P\P TEM P O RARY S E R V I C E P O LE T T T T T T T T T T T AT& T VAULT L\B L\B L\B L\B L\P L\P L\P L\P L\P L\B L\B L\P L\P PEDESTAL L\B L\B L\B L\B L\P NCD O T R \ W DISK NCDOT R\W D ISK X CUR B LINE CURB LINE CUR B LINE CUR B LINE CURB L I N E CURB LINE X HANG A R 6 HANG A R BUILD ING 10 HANG A R 4 HANG A R 5 HANG A R 2 HAN GAR 1 MODERN AV I A T ION HANG A R 7 HANG A R 3 M INFO. SIGN INFO. SIGN LIMIT S I G N SPEED SIGNPARKING LIMIT S I G N SPEE D INFO. SIGN B-9BOR E B-7BORE B-2BORE B-6BOR E B-4BORE INFO . S IGN EDGE OF P A V E M E N T EXIT SIG N LIMIT SIGN SPEED SIGNH\C SIGNH\C SIGNH\C INFO . S IGN INFO . S IGN INFO. SIGN LIMIT SIG N SPE E D INFO . INFO. SIGN INFO . S IGN INFO. SIGN INFO. SIGN INFO. SIGN INFO . S IGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGN C-2 S I G N C-3 S I G N C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIG N B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGN C-4 SIGN C-3 SIGN B-3 SIGN C-2 SIGN B-2 SIGN C-1 SIGN B-1 SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN SIGNSTREET SIGNYIELD SIGNYIEL D SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. STOP SIGN SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO . SIGNINFO . SIGNINFO. SIG N H\C SIG N H\C SIG N H\C SIGNH\C SIG N H\C SIGN H\C SIGNH\CSIG N H\C C-3 SI G N C-3 SI G N C- 4 S IG N C-4 SIGN SIGNPARKING LIMIT S I G N SPEE D SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. SIG NINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN SIGNPAR K I NG SIGNPARK I NG SIGNPARKING SIGNPARKING SIGNPARK I NG SIGNPAR K I NG STOPSIGNPARK I NG SIGNPARK I NGSIGNPARK I NGINFO. SIGN SIGNH\C SIGNH\C INFO. SIGN SIGNINFO. INFO . S IGN SIGN INFO. SIGN SIGNINFO. INFO. SIGN INFO. SIGN LIMIT S I G N SPEED SIGNPARKING LIMIT S I G N SPEE D INFO. SIGN B-9BOR E B-7BORE B-2BORE B-6BOR E B-4BORE INFO . S IGN EDG E OF PAV E M E N T EDGE OF PAV E M E N T EDGE OF PAVEMENT 5' S IDE WA LK EXIT SIG N CONC R E T E MARKER GRAV E L PARKING CONS T R U C T I ON TRAILER SIGNH\C SIGNH\C SIGNH\C INFO . S IGN INFO . S IGN INFO. SIGN LIMIT SIG N SPE E D INFO . INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGN INFO . S IGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGN C-2 S I G N C-3 S I G N C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIG N B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGN C-4 SIGN C-3 SIGN B-3 SIGN C-2 SIGN B-2 SIGN C-1 SIGN B-1 SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN SIGNSTREET SIGNYIELD SIGNYIEL D SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. STOP SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF P AVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF P AVEMENT EDGE OF PAVEMENT EDG E OF PAV E M E N T EDGE OF P AVEMENT EDG E OF PAV E M E N T EDG E O F P A V E M ENT SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO . EDGE OF PAVEMENT EDGE OF PAVE M E N T SIGNINFO . SIGNINFO. SIG N H\C SIG N H\C SIG N H\C SIGNH\C SIG N H\C SIGN H\C SIGNH\CSIG N H\C C-3 SI G N C-3 SI G N C- 4 S IG N C-4 SIGN EDGE OF PAVEMENT EDGE OF P AVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT SIGNPARKING EDGE OF PA V E M ENT EDGE O F P AVEMENT EDGE OF PAVEMENT LIMIT S I G N SPEE D SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. SIG NINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN TICKET BOOTH SIGNPAR K I NG SIGNPARK I NG SIGNPARKING SIGNPARKING SIGNPARK I NG SIGNPAR K I NG STOPSIGNPARK I NG SIGNPARK I NGSIGNPARK I NGINFO. SIGN SIGNH\C SIGNH\C EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEME N T EDGE OF PAVEM E N T EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF P AVEMENT EDGE OF PAVEMENT ED G E O F PA V E M E N T ED G E O F P A V E M E N T ED G E O F P A V E M E N T GENERATOR PAD EDG E O F PAV E M E N T EDGE OF PAVEMENT EDG E OF PAVEMENT INFO. SIGN SIGNINFO. INFO . S IGN SIGN INFO. SIGN SIGNINFO. X X X X X X X X ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DR I V E X GRAVEL DRIVE SPOIL SIGN STOP SIGN BUILDING BUILDING BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLAR D BOLLARD BOLLAR D BOLLARD FFE 28.75 EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMEN T EDGE OF PAVEMENT EDGE OF PAVEMENT WALK CONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAP CONC. TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENT CON C . MH MHMH CONCRETE WALK H\CSIGN CREWCAR GATE FEN C E LOT F A I R P O R T B L V D ARFF ACC E S S R O AD M O D E R N A V I A T I O N A C C E S S R O A D MO D ER N A V IA T ION DRI V E WA Y AIRPO R T BLV D AIR POR T BL VD EMERG ENCY ACCESS RO AD H E W LETT D RIVE TRASK D RIVE TER M INA L HALL DRIVE GARDNER ROAD ARFF A CCE SS RO AD EME RGE NCY A CCESS R OA D T E M P R D W Y AIRPO R T PAR K I NG LOT MO DE RN A V IA T IO N PAR KI N G L OT LOT D LOT C LO T E LOT B LOT A DRIVEDOLAN XX 1 5 2 3 4 X X X X X X X X X X X XXXXXXXXXX XXXXXXX X X XX XXXXXXXXXXX X X X X X X X XXX XXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X XXXXX X X X X X X X X X X X X X X X XX X XXXX X X X X X X X X X X X X X X X X X X X XX X X X XX X X XXX X X X X X X X X X X XX X XXXX X X X X X X X X X X X X X X X X X XX X X X X X X X X X X XXXXXX X XX XX X X XXXX X X X X X X X XX X X X X X X X X X X X XX X X X XX X X X X X X X X X X X X X X X X X X X X XX X X X X X X X X X XX X X X XX X X X XXXXXXX X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX X X X X X XX XXXXXXX X X X XX X X X SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ s a m b e r g a \ d 0 5 3 2 9 4 5 \ I L M B P 2 - C D . d w g Pl o t t e d b y : S a m b e r g , A n d r e w Pl o t t e d o n : 8 / 9 / 2 0 2 4 1 : 5 6 P M WILMINGTON INTERNATIONAL AIRPORT N OR T H SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 400200200 200 100% DESIGN 08/09/2024 CD-100 EXISTING CONDITIONS AND DEMOLITION PLAN OVERALL LEGEND NOTES 1. EXISTING INFORMATION IS BASED ON: a. JULY 15, 2022 AND JANUARY 12,2024, SURVEY. b. LOT F IS BASED ON OCTOBER 2023CADD FILE RECEIVED FROM ILMCONSULTANT. c. PH1A DEMO & PROPOSED WORK MAY BE EXISTING, IN PROGRESS OF BEING DEMOLISHED/CONSTRUCTED, OR DEMOLISHED/CONSTRUCTED AT TIME OF BIDDING. 2. ALL EXISTING CONDITIONS AND DEMOLITIONPLAN SHEETS MUST BE PRINTED IN COLOR. 3. NOT ALL LEGEND ITEMS WILL ALWAYS BE ON EVERY SHEET. 4. DEMOLITION LIMITS INCLUDED IN THIS PACKAGE MAY BE BEYOND GRADING LIMITS. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM ANY PROPOSED ROADWAY PAVEMENT, SIDEWALKS, ETC. 5. FOR ELECTRICAL DEMOLITION, REFER TOELECTRICAL DEMOLITION SHEETS. 6. FOR INFORMATION REGARDING PROTECTION OF ALL OTHER KNOWN EXISTING UTILITIES AND UTILITY REMOVAL REFER TO SHEETS CU-100 THROUGH CU-106. 7. STORM STRUCTURE DEMOLITION CONSISTSOF REMOVAL OF FLARE END PIPESINCLUDING ALL RIP RAP AND ANY PIPE CULVERTS, STORM STRUCTURE INLETS, ETC. 8. ASPHALT ROAD DEMOLITION CONSISTS OF ASPHALT PAVEMENT DEMOLITION ONLY. 9. OTHER CONCRETE DEMOLITION CONSISTS OF CONCRETE ISLANDS, MEDIANS,CONCRETE PADS, OR CONCRETESTRUCTURE REMOVAL. 10. EXISTING EQUIPMENT AND/OR MATERIALS REMOVED SHALL BE COORDINATED WITH THE OWNER FOR SALVAGE/REUSE. THE CONTRACTOR, AT NO ADDITIONAL COST OR SCHEDULE IMPACTS, SHALL DELIVER AND PLACE WITHIN THE AIRPORT BOUNDARYTHE EQUIPMENT AND/OR MATERIALDETERMINED TO BE SALVAGED, REFER TO GENERAL NOTES FOR FURTHER INFORMATION. THE CONTRACTOR SHALL VERIFY WITH THE OWNER ANY SALVAGED EQUIPMENT AND/OR MATERIALS THAT ARE TO BE REUSED PRIOR TO ORDERING NEWEQUIPMENT AND/OR MATERIALS. 11. ALL TREES THAT ARE MARKED AS TREEDEMOLITION ARE TO BE COORDINATED WITH THE THE OWNER FOR SALVAGE. TREE LOCATIONS AND VEGETATION DEMOLITION ARE BASED OFF OF AERIAL. VEGETATION DEMOLITION AREAS ARE AREAS WHERE MULTIPLE TREES, PLANTERS, BUSHES OR OTHER TYPES OF VEGETATION OTHERTHAN GRASS NEED TO BE VERIFIED ANDDEMOLISHED. JJL AGS JJL X X X SIGN DEMOLITION STORM STRUCTURE DEMOLITION(SEE NOTE 6 AND 7) ASPHALT ROAD DEMOLITION(SEE NOTE 8)ASPHALT PARKING LOT DEMOLITION(SEE NOTE 8) PARKING CURB DEMOLITION OTHER CONCRETE DEMOLITION(SEE NOTE 9) STORM PIPE DEMOLITION VEGETATION DEMOLITION(SEE NOTE 11) TREE DEMOLITION (SEE NOTE 11) GRAVEL DEMOLITION SIDEWALK DEMOLITION PH1A CONSTRUCTION FEATURES EXISTING FEATURES X ENTRY/EXIT PLAZA DEMOLITION (SEE NOTE 10) ROAD CURB DEMOLITION FENCE DEMOLITION (SEE NOTE 10)XXX XXXXXXX MARKINGS DEMOLITIONXXXXXXX INV. 11.16 STORM SEWER HEADWA LL 72" RC P 72 " R CP 72" RCP 72" RC P 72" R CP 72 " R CP STORM SEWER CUR B INLE T RIM 2 2.78 (fu t. E O P ) INV . 1 3 . 7 2 ( N) INV. 13.70 (S) 1 5 " R C P STORM SEWER YARD I N L E T RIM 20.90 INV. 16.14 (E) INV. 16.13 (S) STORM SEWER YAR D I N L E T RIM 21.40 INV. 1 6 . 4 4 ( W ) RIM 24.22 INV . 1 2 . 0 3 ( N) INV. 11.82 (E) INV. 12.42 (S) INV. 1 1 . 8 6 ( W ) STORM S E W E R MAN H O L E RIM 24.32 INV. 12.67 (N) INV. 12.67 (E) INV. 12.66 (S) 60" R CP 72 " R C P STORM SEWER MAN HOLE RIM 24.51 INV. 1 5 . 2 4 ( N W) INV. 13.23 (NE) 24" R CP 42" RCP 18" R CP 48" RCP 48" R C P STORM S E W ER CURB INLET RIM 24.60 (EOP ) INV. 18.39 (S) STORM S E W ER CURB INLET RIM 24.50 (EOP ) INV. 17.13 (N) INV. 1 3 . 4 6 ( W ) INV. 13.45 (E) STORM SEWER MAN HOLE RIM BURI E D STORM S E W E R MAN H O L E RIM 2 3 . 8 4 INV. 13.35 (S) STORM SEWER YARD I N L E T RIM 21.40 INV. 1 6 . 4 4 ( W ) RIP -RA P INV. 13.23 (S) INV . 20 . 9 9 INV . 20 . 3 7 18" R C P STO R M SEW ER YARD I N L E T RIM 2 1 . 3 3 INV. 12.12 (N) INV. 11.95 (E) 24" R CP 24" R C P 3 6 " R C P 36" R C P STO RM SEW E R YAR D INLE T RIM 21. 2 0 I N V. 13.55 (N) INV. 13.54 (S) STO R M S E W E R YAR D I N L ET RIM 21. 6 0 I N V. 13.28 (N) INV. 13.29 (S) STOR M SE W E R MAN HOLE RIM 22.36 INV. 11.41 (N) INV . 1 1 . 4 0 ( S ) STOR M SE W E R YAR D I N L ET RIM 20. 6 5 I N V. 15.2 6 ( N ) I N V . 14.6 3 ( S) STO R M S E W E R YAR D INLET RIM 19.46 INV . 1 5 . 5 4 ( S ) STOR M SE W E R MAN H O L E RIM 22.36 INV . 1 5 . 1 7 ( N ) INV . 11.90 (W) INV . 1 1 . 8 9 ( E ) INV . 1 1 . 8 9 ( S ) STO R M S E W E R C URB INLET RIM 2 3 . 2 8 ( EOP) INV. 12.37 (W) INV. 12.3 5 ( E) STO RM SEW E R CUR B INL E T RIM 2 3 . 3 1 ( EOP) INV. 12.77 (N) INV. 12.75 (E) SAN I TARY SEW ER MAN H O LE RIM 24.49 INV. 7.66 SAN I T A R Y S E W E R MAN HOLE RIM 2 4.17 INV. 6 . 6 2 8"SS 8"SS SAN I T A R Y S E W ER MAN HOLE RIM 24.20 INV. 9.70 8" S S 8"SS SA N SA N SA N SA N SA N SA N SAN SA N SA N SAN SAN I TARY SEW ER MAN H O L E RIM 2 4 . 9 4 INV. 8.15 APPR OX. LOCATION U NABL E TO FIN D M AN H OLE SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SA N SA N SA N S A N SA N SA N SA N SAN SA N SA N SA N SA N SA N SAN SA N SAN SAN S A N S A N S A N S A N SAN SAN SAN SAN SAN SAN SAN SAN S S S S S S W W W W W W W W W W SAN SAN SAN SAN G AS G AS GAS G AS GAS GAS GAS GAS G AS GAS GAS GA S GAS GAS GAS GAS G AS G AS G AS GAS GAS GAS GAS G AS GAS G AS G AS G AS GAS GAS G AS G AS G AS GAS W W W W W W W W W G A S G AS GAS GAS G AS S A N S A N S A N W W 42 " R C P W 42 " R C P S GAS GAS G AS G AS G AS GAS GAS G AS GAS GAS L\P L\P ELEC. VAU L T ELE C . BOX L\P L\P L\P L\P L\P L\P L\P L\P T TEL E. PED.ELEC. MH. TELE. MH E ELE C . MH. E T TELE. MH T TEL E. MH PAN EL ELE C . L\P VAU LTELE C . ELEC. PANEL ELE C . TRANS. ELE C . TRANS. E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T UTV UTV E lpT T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T NCDOT R\W D ISK INFO. SI G N EXIT S IG N INFO. SI G N INFO. SI G N INFO. SI G NSTOP SIGN STOP SIGNSTRE ET SIG NYIELD SIGNINFO. SIG NINFO. SIGNINFO. SIGNINFO. INFO. SI G N SIG N INFO. SI G N EDGE OF PAVE M E N T 5' S I D E W AL K EXIT S IG N GRA VEL PARKING CONST R UCTION TRAIL ER INFO. SI G N INFO. SI G N INFO. SI G NSTOP SIGN STOP SIGNSTRE ET SIG NYIELD SIGNINFO. SIG NINFO. EDG E O F PA V E M E N T ED G E O F P A V E M E N T ED G E O F PA V E M E N T ED G E O F P A V E M E N T ED GE OF PAV E M E N T SIGNINFO. SIGNINFO. EDG E O F P A V E M E N T E D G E OF PA V E M E N T INFO. SI G N SIG N LEA S E A R E A O THER S AIRPOR T BOU LEVA R D AIRPOR T BOU LEVA R D X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X XX X X X X X X X X X X X X X X X X X X X X X X X X XX REFER TO NOTE 11, TYP. PROTECT NCDOTR/W DISK REMOVE APPROXIMATELY 3050 SY OF GRAVEL REMOVE APPROX. 135 LF OF PARKING CURB REMOVE APPROX. 88 SY OF ASPHALT PAVEMENT. REFER TO NOTE 8, TYP. REMOVE APPROX. 264 SY OF ASPHALTPAVEMENT REMOVE APPROX. 25 LF OFPARKING CURB REMOVE APPROX.77 LF OF 36" RCP APPROX. 93 LF OF EXISTING POST & CABLE FENCE. REFER TO NOTE 10 REMOVE APPROX. 5224 SY OF ASPHALT PAVEMENT REMOVE APPROX. 6 SY OF CONCRETE. REFER TO NOTE 5 AND 9, TYP. FIELD VERIFY AND REMOVEOBJECT IN THIS VICINITY CONSTRUCTION TRAILER (REMOVED BY OTHERS) EXISTING ELECTRICALINFRASTRUCTURE (TYP).SEE NOTE 5 EXISTING UTILITYINFRASTRUCTURE (TYP).SEE NOTE 5 REMOVE EXISTINGDRAINAGE STRUCTURE (TYP) SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ s a m b e r g a \ d 0 5 3 2 9 4 5 \ I L M B P 2 - C D . d w g Pl o t t e d b y : S a m b e r g , A n d r e w Pl o t t e d o n : 8 / 9 / 2 0 2 4 1 : 5 7 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 N OR T H 100% DESIGN 08/09/2024 CD-101 EXISTING CONDITIONS AND DEMOLITION PLAN (SHEET 1 OF 5) JJL AGS JJL MA T C H L I N E S E E C D - 1 0 2 MATCHLINE SEE CD-103 LEGEND NOTES 1. EXISTING INFORMATION IS BASED ON: a. JULY 15, 2022 AND JANUARY 12,2024, SURVEY. b. LOT F IS BASED ON OCTOBER 2023CADD FILE RECEIVED FROM ILMCONSULTANT. c. PH1A DEMO & PROPOSED WORK MAY BE EXISTING, IN PROGRESS OF BEING DEMOLISHED/CONSTRUCTED, OR DEMOLISHED/CONSTRUCTED AT TIME OF BIDDING. 2. ALL PLAN SHEETS MUST BE PRINTED INCOLOR. 3. NOT ALL LEGEND ITEMS WILL ALWAYS BE ON EVERY SHEET. 4. DEMOLITION LIMITS INCLUDED IN THIS PACKAGE MAY BE BEYOND GRADING LIMITS. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM ANY PROPOSED ROADWAY PAVEMENT, SIDEWALKS, ETC. 5. FOR ELECTRICAL DEMOLITION, REFER TOELECTRICAL DEMOLITION SHEETS. 6. FOR INFORMATION REGARDING PROTECTION OF ALL OTHER KNOWN EXISTING UTILITIES AND UTILITY REMOVAL REFER TO SHEETS CU-100 THROUGH CU-106. 7. STORM STRUCTURE DEMOLITION CONSISTSOF REMOVAL OF FLARE END PIPESINCLUDING ALL RIP RAP AND ANY PIPE CULVERTS, STORM STRUCTURE INLETS, ETC. 8. ASPHALT ROAD DEMOLITION CONSISTS OF ASPHALT PAVEMENT DEMOLITION ONLY. 9. OTHER CONCRETE DEMOLITION CONSISTS OF CONCRETE ISLANDS, MEDIANS,CONCRETE PADS, OR CONCRETESTRUCTURE REMOVAL. 10. EXISTING EQUIPMENT AND/OR MATERIALS REMOVED SHALL BE COORDINATED WITH THE OWNER FOR SALVAGE/REUSE. THE CONTRACTOR, AT NO ADDITIONAL COST OR SCHEDULE IMPACTS, SHALL DELIVER AND PLACE WITHIN THE AIRPORT BOUNDARYTHE EQUIPMENT AND/OR MATERIALDETERMINED TO BE SALVAGED, REFER TO GENERAL NOTES FOR FURTHER INFORMATION. THE CONTRACTOR SHALL VERIFY WITH THE OWNER ANY SALVAGED EQUIPMENT AND/OR MATERIALS THAT ARE TO BE REUSED PRIOR TO ORDERING NEWEQUIPMENT AND/OR MATERIALS. 11. ALL TREES THAT ARE MARKED AS TREEDEMOLITION ARE TO BE COORDINATED WITH THE THE OWNER FOR SALVAGE. TREE LOCATIONS AND VEGETATION DEMOLITION ARE BASED OFF OF AERIAL. VEGETATION DEMOLITION AREAS ARE AREAS WHERE MULTIPLE TREES, PLANTERS, BUSHES OR OTHER TYPES OF VEGETATION OTHERTHAN GRASS NEED TO BE VERIFIED ANDDEMOLISHED. X X X SIGN DEMOLITION STORM STRUCTURE DEMOLITION(SEE NOTE 6 AND 7) ASPHALT ROAD DEMOLITION(SEE NOTE 8)ASPHALT PARKING LOT DEMOLITION(SEE NOTE 8) PARKING CURB DEMOLITION OTHER CONCRETE DEMOLITION(SEE NOTE 9) STORM PIPE DEMOLITION VEGETATION DEMOLITION(SEE NOTE 11) TREE DEMOLITION (SEE NOTE 11) GRAVEL DEMOLITION SIDEWALK DEMOLITION PH1A CONSTRUCTION FEATURES EXISTING FEATURES X ENTRY/EXIT PLAZA DEMOLITION (SEE NOTE 10) ROAD CURB DEMOLITION XXXXX FENCE DEMOLITION (SEE NOTE 10) INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N)INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) STORM SEWERMANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E) INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N) INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALLSTORM SEWERMANHOLERIM 24.51INV. 15.24 (NW) INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E)INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWERMANHOLERIM 24.21INV. 13.27 (E) INV. 13.26 (W) STORM SEWERYARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W)STORM SEWERMANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W)STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W)STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W)STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W)STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W)STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N) INV. 21.29 (W) INV. 19.71 (E)INV. 18.48 (S) STORM SEWER YARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W)STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W)INV. 15.79INV. 15.91INV. 15.83 Allegh e n y Drive STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S)STORM SEWERCURB INLETRIM 24.50 (EOP)INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP)INV. 13.76 (E)STORM SEWERMANHOLERIM BURIED STORM SEWERMANHOLERIM 23.84INV. 13.35 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S)STORM SEWERYARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W) INV. 19.41 (S) STORM SEWERYARD INLETRIM 27.00INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33INV. 20.17INV. 20.99 INV. 20.37STORM SEWERYARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWER YARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N) INV. 9.74 (S)STORM SEWERMANHOLERIM 25.11INV. 6.52STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPRIP-RAPSTORM SEWERMANHOLERIM 22.71INV. 15.46 (E)INV. 14.39 (S)INV. 14.13 (W)STORM SEWERMANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWER YARD INLETRIM 20.75INV. 7.37 (E)STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N)INV. 17.22 (E)INV. 17.20 (S) STORM SEWER MANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWER YARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90INV. 23.08INV. 24.19RIP-RAPINV. 23.98 STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWERCURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W)RIP-RAPINV. 26.57 INV. 26.37INV. 26.36INV. 25.34INV. 25.07INV. 26.89 RIP-RAPINV. 26.34 STORM SEWER CURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWER CURB INLETEOP 3302INV. 30.71 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLET EOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWER YARD INLETRIM 37.90INV. 33.80 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S) INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W)STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W)STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S) INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWERCURB INLET EOP 38.96INV. 36.08 (E)INV. 35.90 (W) STORM SEWERMANHOLERIM 41.90INV. 38.91 (S) INV. 37.69 (E) INV. 37.47 (W) STORM SEWERMANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEWERMANHOLERIM 42.01INV. 37.67 (W)INV. 37.62 (S)INV. 37.47 (E) STORM SEWERCURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVED OVER)0 STORM SEWERCURB INLETEOP 30.68 INV.26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWERYARD INLETRIM 21.60 INV.13.28 (N) INV.13.29 (S) STORM SEWERMANHOLE RIM 22 . 3 6 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM19.46INV. 15.54 (S) STORM SEWER MANHOLE RIM 22.36 INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S) STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV.12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP) INV. 12.77 (N) INV. 12.75 (E) M STOPINFO. SIGNINFO. SIGNLIMIT SIGNSPEED SIGNPARKINGSIGNPARKING LIMIT SIGNSPEEDINFO. SIGNINFO. SIGN INFO. SIGNINFO. SIGNSIGNSTREETB-9BOREB-7BOREB-2BOREB-6BOREB-4BOREINFO. SIGN EXIT SIGN LIMIT SIGNSPEED SIGNH\CSIGNH\CSIGNH\CINFO. SIGNINFO. SIGNINFO. SIGN LIMIT SIGNSPEEDINFO.INFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNB-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGNC-5 SIGNC-5 SIGNC-5 SIGNB-5 SIGN B-5 SIGNB-5 SIGNB-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGN STOP SIGNSTOP SIGNSTOP SIGNSTOP SIGNSTOP SIGNSTOP SIGNSTOP SIGN STOP SIGN STOPSIGNSTOP SIGN SIGNSTREETSIGNYIELDSIGNYIELDSIGNINFO.SIGNSTREET SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNYIELDSIGNINFO.SIGNILM SIGNINFO.LIGHT POLETRAFFICPED.TRAFFIC SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.STOP SIGNSIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGNSIGNPARKING INFO. SIGN LIMIT SIGNSPEEDSIGNSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO.SIGN SIGNPARKINGSIGNPARKINGSIGNPARKINGSIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKING STOPSIGNPARKINGSIGNPARKINGSIGNPARKINGINFO.SIGNSIGNH\CSIGNH\CINFO. SIGNSIGNINFO.INFO. SIGNSIGNINFO. SIGNSIGNINFO.L\PL\P L\PL\PP\PP\PP\PP\PP\PP\PP\PP\P G\WG\W G\WG\WG\WG\WG\WG\WG\WSTOP ELEC.VAULTINFO. SIGNINFO. SIGNLIMIT SIGNSPEED SIGNPARKINGSIGNPARKING LIMIT SIGNSPEEDINFO. SIGNINFO. SIGNELEC.VAULTINFO. SIGNINFO. SIGNSIGNSTREETELEC.BOXB-9BOREB-7BORESWITCHCABINETB-2BOREB-6BOREAT&TVAULTB-4BOREINFO. SIGN OVERHEAD LINEEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT5' SIDEWALK EXIT SIGNPED.BELLSOUTHCONCRETEMARKER LIMIT SIGNSPEEDPEDESTAL AT&TPEDESTALELEC. CONDUIT BLOCKFOOTER CONC.HEADWALLCONC.HEADWALL CONC.HEADWALL CONC.FLUMEGRAVELPARKINGCONSTRUCTIONTRAILER SIGNH\CSIGNH\CSIGNH\CL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\P L\PL\PL\PL\PL\P L\PL\PL\PL\PL\PINFO. SIGNINFO. SIGNINFO. SIGN LIMIT SIGNSPEEDL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\P L\PL\PAT&TPEDESTALL\PP\P L\PINFO.INFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PINFO. SIGNINFO. SIGNINFO. SIGNB-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGNC-5 SIGNC-5 SIGNC-5 SIGNB-5 SIGN B-5 SIGNB-5 SIGNB-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGNL\PSTOP SIGNSTOP SIGNTELE.PED.ELEC.MH.TELE.MHELEC.MH.ELEC.MH. ELEC.MH.ELEC.MH.ELEC.MH.TELE.MHTELE.MHTELE.MHTELE.MHTELE.MHTELE.PED.FIBERVAULTELEC.VAULTSTOP SIGNSTOP SIGNSTOP SIGNSTOP SIGNSTOP SIGN STOP SIGN STOPSIGNSTOP SIGN SIGNSTREETSIGNYIELDPANELELEC.SIGNYIELDSIGNINFO.SIGNSTREET SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVE M E N TEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEM E N T EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\PL\PSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNYIELDVALVESEWERSIGNINFO.SIGNVAULTELEC.PED.ELEC.METERSIGNILM SIGNINFO.VAULTFIBER LIGHT POLETRAFFICVAULTFIBERVAULTSIGNALMARKERFIBERELEC.METERVAULTFIBERPED.TRAFFIC SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.STOP SIGNL\PVAULTELEC.EDGE OF PAVEMENT EDGE OF PAVEMENTSIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\PELEC.VAULTSIGNPARKING EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTELEC.VAULTELEC.VAULTINFO. SIGN LIMIT SIGNSPEEDSIGNELEC.PANELSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.ELEC.PED.ELEC.PED.SIGNINFO.SIGNINFO.SIGNELEC.PED.INFO.SIGNTICKETBOOTH ELEC.PED.ELEC.VAULTSIGNPARKING L\PSIGNPARKINGSIGNPARKINGSIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKINGL\PSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGELEC.PED.ELEC.PANELINFO.SIGNSIGNH\CSIGNH\CEDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEME N T EDGE OF PAVEM E NT EDGE OF PAVEMENT EDGE OF PAVEMENTDUCTVAULTFAAMARKERGENERATORPADBACK FLOWPREVENTER WATERMETEREDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTINFO. SIGNTELE.VAULTELEC.VAULTL\PL\PL\PL\PL\PL\PELEC.VAULTTELE.VAULTELEC.VAULT W\VENCLOSURE TELE.VAULTELEC.VAULTSIGNINFO.TELE.MHTELE.MHELEC.MH.L\PELEC.TRANS. INFO. SIGNELEC.TRANS.SIGNINFO. SIGNL\PL\PL\PSIGNINFO. ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVEGRAVEL DRIVE SPOIL SIGNSTOP SIGNBUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTFENCEFENCEFENCEWALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 05 KEY MAP MARKINGS DEMOLITIONXXXXXXXX INV . 10 . 5 3 STORM S E W ER HEADW A LL STORM SEWER YARD I N L E T RIM 2 0 . 7 4 INV. 1 0 . 8 4 ( W ) INV . 1 0 . 3 5 ( N) INV. 9.74 (S) STORM S E W ER MAN HOLE RIM 2 5 . 1 1 INV. 6 . 5 2 STORM SEWERMANHOLERIM 23.52INV. 12.73 (E) 48 " R C P 36" R CP INV. 12.68 (W) 36" R C P RIP -RA P RIP -RA P STORM SEWER MAN H O LE RIM 2 2.71 INV. 15.46 (E) INV. 14.39 (S) INV. 1 4 . 1 3 ( W ) 18 " R CP STORM S E W ER MANH O L E RIM 2 3 . 4 6 INV. 15.37 (E) INV . 1 5 . 3 3 ( N) 24" RCP 24" RCP 18" RCP INV . 19 . 5 5 INV. 18.89 RIP -RA P STORM S E W ER YARD I N L E T RIM 20.75 INV. 7.37 (E) STORM S E W ER YARD I N L E T RIM 2 3.00 INV. 1 7 . 2 9 ( W ) INV . 1 7 . 4 4 ( N) INV. 17.22 (E) INV. 17.20 (S) STORM SEWER MAN H O LE RIM 25.75 INV . 1 4 . 5 4 ( N) INV. 17.50 (S) INV. 1 4 . 4 3 ( W ) 36" RCP 24" RCP INV. 9.89 STO R M SEW ER YARD I N L E T RIM 2 2 . 8 5 INV . 1 8 . 2 2 ( N) 36" R CP 24" R C P RIP -RA P INV . 18 . 4 7 STORM S E W ER YARD I N L E T RIM 2 4.74 INV. 22.48 (E) INV. 1 9 . 0 9 ( W ) 1 8" RC P 15" R C P RIP -RA P INV. 22.67 INV . 22 . 9 0 INV . 23 . 0 8 INV . 24 . 1 9 RIP -RA P INV. 23.98 STORM SEWER YAR D I N L E T RIM 2 5.40 INV. 22.42 (E) INV. 19.19 (S) SAN W 15"R C P 1 5 " R C P 15 " R CP 2 4 "RCP 2 4 "RCP SAN SAN SAN S G AS GA S G A S W W WW W INV. 10.78 WING WALL WING WALL WALL WING WALL INV. 10.69 INV. 10.17 INV. 9.99 WING L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P E E E E E E E E E E E E E E E E E E E E E E E T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T TE E E E E E E E E E E E E E E E E E E E E E E E E T T T T T T T T T T T T T T T T T T T T T T T T T T T E E E E E E E E E E E E E E E E E E E E E E E E E E E E EEEEE E E E E E EEEEE X X X SIG NH\C SIG NH\C X X X LOT B LOT A TRA DE WINDS DRIV E XXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXX X X X X XXXX X X X X X X X X X X X X X REFER TO NOTE 11, TYP. EXISTING ENTRY/EXIT PLAZA EQUIPMENT AND CANOPY TO BE REMOVED, SALVAGED,OR REUSED. EXISTING CONCRETE ISLAND TO BE DEMOLISHED. REFER TO NOTE 10, TYP. REFER TO NOTE 7, TYP. REMOVE APPROX. 93 LF OF 36" RCP REMOVE APPROX. 87 LF OF PARKING CURB REMOVE APPROX. 88 LF OF PARKING CURB REMOVE APPROX. 101 LF OF PARKING CURB REMOVE APPROX. 102 LFOF PARKING CURB REMOVE APPROX. 1041 SYOF ASPHALT PAVEMENT REMOVE APPROX. 76 LF OF PARKING CURB REMOVE APPROX. 111 LF OF PARKING CURB REMOVE APPROX. 243 LF OF PARKING CURB REMOVE APPROX. 91 LF OFPARKING CURB REMOVE APPROX. 101 LF OF PARKING CURB REMOVE APPROX. 390 LFOF PARKING CURB REMOVE APPROX. 157 LFOF PARKING CURB REMOVE APPROX. 91 LF OF PARKING CURB REMOVE APPROX. 108 LFOF 24" RCP REMOVE APPROX. 94 SYOF ASPHALT PAVEMENT REMOVE APPROX. 5767 SY OF ASPHALT PAVEMENT. REFER TO NOTE 8, TYP. REMOVE APPROX. 2602 SFOF SIDEWALK REMOVE APPROX. 6883 SY OF ASPHALTPAVEMENT REMOVE APPROX. 176 LF OF 18" RCP REMOVE APPROX. 61 LF OF 24" RCP REMOVE APPROX. 240 LF OF 18" RCP REMOVE APPROXIMATELY29 SY OF GRAVEL REMOVE APPROX. 712 SF OF SIDEWALK REMOVE APPROX. 1388 SF OF SIDEWALK REMOVE APPROX. 911 LF OF PARKING CURB REMOVE APPROX. 171 LF OF PARKING CURB REMOVE APPROX. 34 LF OFPARKING CURB REMOVE APPROX. 94 LF OFPARKING CURB REMOVE APPROX. 148 LF OF PARKING CURBEXISTING UTILITY INFRASTURE (TYP). SEE NOTE 6 EXISTING LIGHT POLE AND FOUNDATION (TYP). SEE NOTE 5 REMOVE APPROX. 236 LF OF 36" RCP REMOVE APPROX. 37 LF OF 48" RCP REMOVE APPROX. 31 LF OF 36" RCP SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 5 \ I L M B P 2 - C D . d w g Pl o t t e d b y : L e e , J a n e Pl o t t e d o n : 8 / 9 / 2 0 2 4 1 0 : 1 7 A M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 N OR T H 100% DESIGN 08/09/2024 CD-102 INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N)INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) STORM SEWERMANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E) INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N) INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALLSTORM SEWERMANHOLERIM 24.51INV. 15.24 (NW) INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E)INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWERMANHOLERIM 24.21INV. 13.27 (E) INV. 13.26 (W) STORM SEWERYARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W)STORM SEWERMANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W)STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W)STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W)STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W)STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W)STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N) INV. 21.29 (W) INV. 19.71 (E)INV. 18.48 (S) STORM SEWER YARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W)STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W)INV. 15.79INV. 15.91INV. 15.83 Allegh e n y Drive STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S)STORM SEWERCURB INLETRIM 24.50 (EOP)INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP)INV. 13.76 (E)STORM SEWERMANHOLERIM BURIED STORM SEWERMANHOLERIM 23.84INV. 13.35 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S)STORM SEWERYARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W) INV. 19.41 (S) STORM SEWERYARD INLETRIM 27.00INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33INV. 20.17INV. 20.99 INV. 20.37STORM SEWERYARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWER YARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N) INV. 9.74 (S)STORM SEWERMANHOLERIM 25.11INV. 6.52STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPRIP-RAPSTORM SEWERMANHOLERIM 22.71INV. 15.46 (E)INV. 14.39 (S)INV. 14.13 (W)STORM SEWERMANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWER YARD INLETRIM 20.75INV. 7.37 (E)STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N)INV. 17.22 (E)INV. 17.20 (S) STORM SEWER MANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWER YARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90INV. 23.08INV. 24.19RIP-RAPINV. 23.98 STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWERCURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W)RIP-RAPINV. 26.57 INV. 26.37INV. 26.36INV. 25.34INV. 25.07INV. 26.89 RIP-RAPINV. 26.34 STORM SEWER CURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWER CURB INLETEOP 3302INV. 30.71 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLET EOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWER YARD INLETRIM 37.90INV. 33.80 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S) INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W)STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W)STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S) INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWERCURB INLET EOP 38.96INV. 36.08 (E)INV. 35.90 (W) STORM SEWERMANHOLERIM 41.90INV. 38.91 (S) INV. 37.69 (E) INV. 37.47 (W) STORM SEWERMANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEWERMANHOLERIM 42.01INV. 37.67 (W)INV. 37.62 (S)INV. 37.47 (E) STORM SEWERCURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVED OVER)0 STORM SEWERCURB INLETEOP 30.68 INV.26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWERYARD INLETRIM 21.60 INV.13.28 (N) INV.13.29 (S) STORM SEWERMANHOLE RIM 22 . 3 6 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM19.46INV. 15.54 (S) STORM SEWER MANHOLE RIM 22.36 INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S) STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV.12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP) INV. 12.77 (N) INV. 12.75 (E) M STOPINFO. 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SIGNTELE.VAULTELEC.VAULTL\PL\PL\PL\PL\PL\PELEC.VAULTTELE.VAULTELEC.VAULT W\VENCLOSURE TELE.VAULTELEC.VAULTSIGNINFO.TELE.MHTELE.MHELEC.MH.L\PELEC.TRANS. INFO. SIGNELEC.TRANS.SIGNINFO. SIGNL\PL\PL\PSIGNINFO. ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVEGRAVEL DRIVE SPOIL SIGNSTOP SIGNBUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTFENCEFENCEFENCEWALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 05 KEY MAP EXISTING CONDITIONS AND DEMOLITION PLAN (SHEET 2 OF 5) JJL AGS JJL MA T C H L I N E S E E C D - 1 0 1 MATCHLINE SEE CD-104 LEGEND NOTES 1. EXISTING INFORMATION IS BASED ON: a. JULY 15, 2022 AND JANUARY 12,2024, SURVEY. b. LOT F IS BASED ON OCTOBER 2023CADD FILE RECEIVED FROM ILMCONSULTANT. c. PH1A DEMO & PROPOSED WORK MAY BE EXISTING, IN PROGRESS OF BEING DEMOLISHED/CONSTRUCTED, OR DEMOLISHED/CONSTRUCTED AT TIME OF BIDDING. 2. ALL PLAN SHEETS MUST BE PRINTED INCOLOR. 3. NOT ALL LEGEND ITEMS WILL ALWAYS BE ON EVERY SHEET. 4. DEMOLITION LIMITS INCLUDED IN THIS PACKAGE MAY BE BEYOND GRADING LIMITS. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM ANY PROPOSED ROADWAY PAVEMENT, SIDEWALKS, ETC. 5. FOR ELECTRICAL DEMOLITION, REFER TOELECTRICAL DEMOLITION SHEETS. 6. FOR INFORMATION REGARDING PROTECTION OF ALL OTHER KNOWN EXISTING UTILITIES AND UTILITY REMOVAL REFER TO SHEETS CU-100 THROUGH CU-106. 7. STORM STRUCTURE DEMOLITION CONSISTSOF REMOVAL OF FLARE END PIPESINCLUDING ALL RIP RAP AND ANY PIPE CULVERTS, STORM STRUCTURE INLETS, ETC. 8. ASPHALT ROAD DEMOLITION CONSISTS OF ASPHALT PAVEMENT DEMOLITION ONLY. 9. OTHER CONCRETE DEMOLITION CONSISTS OF CONCRETE ISLANDS, MEDIANS,CONCRETE PADS, OR CONCRETESTRUCTURE REMOVAL. 10. EXISTING EQUIPMENT AND/OR MATERIALS REMOVED SHALL BE COORDINATED WITH THE OWNER FOR SALVAGE/REUSE. THE CONTRACTOR, AT NO ADDITIONAL COST OR SCHEDULE IMPACTS, SHALL DELIVER AND PLACE WITHIN THE AIRPORT BOUNDARYTHE EQUIPMENT AND/OR MATERIALDETERMINED TO BE SALVAGED, REFER TO GENERAL NOTES FOR FURTHER INFORMATION. THE CONTRACTOR SHALL VERIFY WITH THE OWNER ANY SALVAGED EQUIPMENT AND/OR MATERIALS THAT ARE TO BE REUSED PRIOR TO ORDERING NEWEQUIPMENT AND/OR MATERIALS. 11. ALL TREES THAT ARE MARKED AS TREEDEMOLITION ARE TO BE COORDINATED WITH THE THE OWNER FOR SALVAGE. TREE LOCATIONS AND VEGETATION DEMOLITION ARE BASED OFF OF AERIAL. VEGETATION DEMOLITION AREAS ARE AREAS WHERE MULTIPLE TREES, PLANTERS, BUSHES OR OTHER TYPES OF VEGETATION OTHERTHAN GRASS NEED TO BE VERIFIED ANDDEMOLISHED. X X X SIGN DEMOLITION STORM STRUCTURE DEMOLITION(SEE NOTE 6 AND 7) ASPHALT ROAD DEMOLITION(SEE NOTE 8)ASPHALT PARKING LOT DEMOLITION(SEE NOTE 8) PARKING CURB DEMOLITION OTHER CONCRETE DEMOLITION(SEE NOTE 9) STORM PIPE DEMOLITION VEGETATION DEMOLITION(SEE NOTE 11) TREE DEMOLITION (SEE NOTE 11) GRAVEL DEMOLITION SIDEWALK DEMOLITION PH1A CONSTRUCTION FEATURES EXISTING FEATURES X ENTRY/EXIT PLAZA DEMOLITION (SEE NOTE 10) ROAD CURB DEMOLITION XXXXX FENCE DEMOLITION (SEE NOTE 10) MARKINGS DEMOLITIONXXXXXXXX STORM SEWER MAN H O LE RIM 24.22 INV . 1 2 . 0 3 ( N) INV. 11.82 (E) INV. 12.42 (S) INV. 1 1 . 8 6 ( W ) 72" RC P 48" RC P 60" R CP 24" R CP STORM SEWER YARD I N L E T RIM 1 9.40 INV . 1 6 . 2 3 ( N) INV. 16.26 (S) 24" R CP STORM S E W ER YARD I N L E T RIM 2 2.11 INV. 17.98 (E) INV. 17.87 (S) STORM SEWER MAN H O L E RIM 24.12 INV. 12.22 (E) INV. 1 2 . 2 2 ( W ) STORM SEWER MAN H O LE RIM 24.21 INV. 13.27 (E) INV. 1 3 . 2 6 ( W ) 48" R C P 72" R CP STORM SEWER YARD I N L E T RIM 2 3 . 3 0 INV. 14.36 (E) INV. 1 4 . 3 2 ( W ) STORM S E W E R MAN HOLE RIM 27.81 INV. 15.75 (E) INV. 1 5 . 7 5 ( W ) 48" RC P 48" R C P 18" RC P STORM SEWER YARD I N L E T RIM 26.71 INV. 23.30 (E) INV. 2 3 . 2 8 ( W ) 30 " R C P STORM S E W E R YARD I N L E T RIM 25.28 INV . 1 8 . 5 0 ( N) INV. 2 1 . 2 9 ( W ) INV. 19.71 (E) INV. 18.48 (S) 3 0 " R C P STORM S E W E R YARD I N L E T RIM 2 3.30 INV. 15.23 (E) INV. 1 5 . 2 3 ( W ) STO R M SEW ER YARD I N L E T RIM 24.80 INV. 15.63 (E) INV. 1 5 . 6 1 ( W ) 42" RCP INV. 15.79 IN V . 1 5 . 9 1 IN V . 1 5 . 8 3 STORM SEWER YARD I N L E T RIM 2 1.15 INV. 14.45 (E) INV. 13.91 (S) 36 " R CP STORM SEWER YARD I N L E T RIM 22.00 INV. 16.98 (E) INV. 1 6 . 4 5 ( W ) 30" R C P SAN SAN SAN SAN SAN SAN SAN SAN SAN I TARY SEW ER MAN HOLE RIM 25.08 INV . 11 . 5 0 SAN I T A R Y S E W ER MAN HOLE RIM 27.00 INV. sea l ed SAN I TARY SEW ER MAN HOLE RIM 26.56 INV. sealed SAN I TARY SEW ER MAN H O L E RIM 2 7.14 INV. 14.83 8"S S SAN I TARY SEW ER MAN H O LE RIM 2 8 . 7 8 SAN I TARY SEW ER MAN H O LE RIM 2 4 . 7 0 INV . s e a l e d SAN I TARY SEW ER MAN H O LE RIM 24.29 INV . s e a l e d SAN SA N SA N S A N SAN S S S S S S W W W W W W G AS G A S G AS G A S G AS GA S GA S GAS W W GA S CONC. HEA D W A L L CONC. HEAD WALL CONC. HEADW A LL CONC. FLUME STORM S E W ER MAN H O LE RIM 24.21 INV. 13.27 (E) INV. 1 3 . 2 6 ( W ) L\P L\P P\P P\P P\P G\W G\W G\W G\W G\W G\W ELE C . VAU LT PED .BEL LSOU T H L\P L\P L\P L\P ELE C . VAU L T T A A A A A A A A A A A A A A INFO. SI G N INFO. SI G N LIM IT SIGN SPEED SIGNPARKING LIM IT S IGN SPEED B-9 BOR E B-7 BOR E B-6 BOR E B-4 BOR E EXIT SIG N LIM I T SIG N SPE E D C-5 SIGN B-5 SIG N B-4 SIGN C-4 SIGN SIGNPAR K I N G INFO. SI G N INFO. SI G N LIM IT SIGN SPEED SIGNPARKING LIM IT S IGN SPEED B-9 BOR E B-7 BOR E B-6 BOR E B-4 BOR E ED GE OF PA V E M E N T EXIT SIG N LIM I T SIG N SPE E D C-5 SIGN B-5 SIG N B-4 SIGN C-4 SIGN EDGE OF PAVEME NT ED GE OF PAVEMEN T SIGNPAR K I N G EDGE O F P AVEME NT EDG E O F P AVEME NT EDG E OF P AVEMENT A I R P O R T B L V D LOT F H E W LETT D RIVE XX XX XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXX XXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXX XXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X XXXXXXXXX XXX XXX XX XX XX XX XXXXXXXXXX X X X X X X XXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X EXISTING ENTRY/EXIT PLAZA, EQUIPMENT AND CANOPY TO BEREMOVED, SALVAGED,OR REUSED.SEE ELECTRICAL DEMOLITIONPLANS. REFER TO NOTE 10, TYP. REMOVE/SALVAGE APPROX. 243 LF OF EXISTING POST & CABLE FENCE. REFER TONOTE 10, TYP. EXISTING CONCRETE ISLANDS TO REMAIN. REFER TO ELECTRICAL DEMOLITION PLANS FOR EXISTINGENTRY AND EXIT PLAZA EQUIPMENTDEMOLITION AND RELOCATION. REFER TO NOTE 10, TYP. EXISTING LIGHT POLE AND FOUNDATION (TYP). SEE NOTE 5 REMOVE APPROX. 86 SY OF ASPHALT PAVEMENT REMOVE APPROX. 490 SY OF ASPHALT PAVEMENT REMOVE APPROX. 76 SY OF ASPHALT PAVEMENT REMOVE APPROX. 86 LF OF PARKING CURB REMOVE APPROX. 511 LF OF PARKING CURB REMOVE APPROX. 701 SF OF SIDEWALK REMOVE APPROX. 213 SF OF SIDEWALK REMOVE APPROX. 12 SY OFCONCRETE. REFER TO NOTE 9, TYP. REMOVE APPROX. 3019 SYOF ASPHALT PAVEMENT REMOVE APPROX. 250 SY OF ASPHALT PAVEMENT REMOVE APPROX. 78 LF OFPARKING CURB REMOVE APPROX. 77 LF OF PARKING CURB REMOVE APPROX. 1855 SYOF ASPHALT PAVEMENT REMOVE APPROX. 48 LF OF PARKING CURB REMOVE APPROX. 51 LF OFPARKING CURB REMOVE APPROX. 51 LF OFPARKING CURB REMOVE APPROX. 218 SF OF SIDEWALK REMOVE APPROX. 48 LF OFPARKING CURB REMOVE APPROX. 62 LF OF 30" RCP REMOVE APPROX.237 LF OF 36" RCP REMOVE/SALVAGE APPROX. 243 LF OF EXISTING POST & CABLE FENCE. REFER TONOTE 10, TYP. REMOVE APPROX. 64 LF OFPARKING CURB REMOVE APPROX. 3 SY OFASPHALT PAVEMENT BELL SOUTH PEDESTAL REMOVALAND/OR RELOCATION, AGENCYCOORDINATION NEEDED REMOVE APPROX. 45 LF OF PARKING CURB REMOVE & SALVAGEAPPROX. 162 LF OF EXISTINGPOST & CABLE FENCE. REFER TO NOTE 10, TYP. REMOVE & SALVAGE APPROX. 22 LF OFEXISTING POST & CABLEFENCE. REFER TO NOTE 10, TYP. REMOVE EXISTING STOP SIGN EXISTING UTILITY INFRASTRUCUTRE (TYP).SEE NOTE 5 REMOVE APPROX. 125 LF OF 24" RCP MODIFY EXISTING DRAINAGE STRUCTURE. SEE PROPOSED DRAINAGE SHEETS MODIFY EXISTING DRAINAGE STRUCTURE. SEE PROPOSEDDRAINAGE SHEETS REMOVE APPROX. 57 LF OF RCP - UNKNOWN DIAMETER SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ s a m b e r g a \ d 0 5 3 2 9 4 5 \ I L M B P 2 - C D . d w g Pl o t t e d b y : S a m b e r g , A n d r e w Pl o t t e d o n : 8 / 9 / 2 0 2 4 1 : 5 8 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 N OR T H 100% DESIGN 08/09/2024 CD-103 INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N)INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) STORM SEWERMANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E) INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N) INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALLSTORM SEWERMANHOLERIM 24.51INV. 15.24 (NW) INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E)INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWERMANHOLERIM 24.21INV. 13.27 (E) INV. 13.26 (W) STORM SEWERYARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W)STORM SEWERMANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W)STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W)STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W)STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W)STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W)STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N) INV. 21.29 (W) INV. 19.71 (E)INV. 18.48 (S) STORM SEWER YARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W)STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W)INV. 15.79INV. 15.91INV. 15.83 Allegh e n y Drive STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S)STORM SEWERCURB INLETRIM 24.50 (EOP)INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP)INV. 13.76 (E)STORM SEWERMANHOLERIM BURIED STORM SEWERMANHOLERIM 23.84INV. 13.35 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S)STORM SEWERYARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W) INV. 19.41 (S) STORM SEWERYARD INLETRIM 27.00INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33INV. 20.17INV. 20.99 INV. 20.37STORM SEWERYARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWER YARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N) INV. 9.74 (S)STORM SEWERMANHOLERIM 25.11INV. 6.52STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPRIP-RAPSTORM SEWERMANHOLERIM 22.71INV. 15.46 (E)INV. 14.39 (S)INV. 14.13 (W)STORM SEWERMANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWER YARD INLETRIM 20.75INV. 7.37 (E)STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N)INV. 17.22 (E)INV. 17.20 (S) STORM SEWER MANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWER YARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90INV. 23.08INV. 24.19RIP-RAPINV. 23.98 STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWERCURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W)RIP-RAPINV. 26.57 INV. 26.37INV. 26.36INV. 25.34INV. 25.07INV. 26.89 RIP-RAPINV. 26.34 STORM SEWER CURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWER CURB INLETEOP 3302INV. 30.71 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLET EOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWER YARD INLETRIM 37.90INV. 33.80 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S) INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W)STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W)STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S) INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWERCURB INLET EOP 38.96INV. 36.08 (E)INV. 35.90 (W) STORM SEWERMANHOLERIM 41.90INV. 38.91 (S) INV. 37.69 (E) INV. 37.47 (W) STORM SEWERMANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEWERMANHOLERIM 42.01INV. 37.67 (W)INV. 37.62 (S)INV. 37.47 (E) STORM SEWERCURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVED OVER)0 STORM SEWERCURB INLETEOP 30.68 INV.26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWERYARD INLETRIM 21.60 INV.13.28 (N) INV.13.29 (S) STORM SEWERMANHOLE RIM 22 . 3 6 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM19.46INV. 15.54 (S) STORM SEWER MANHOLE RIM 22.36 INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S) STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV.12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP) INV. 12.77 (N) INV. 12.75 (E) M STOPINFO. 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ELEC.MH.ELEC.MH.ELEC.MH.TELE.MHTELE.MHTELE.MHTELE.MHTELE.MHTELE.PED.FIBERVAULTELEC.VAULTSTOP SIGNSTOP SIGNSTOP SIGNSTOP SIGNSTOP SIGN STOP SIGN STOPSIGNSTOP SIGN SIGNSTREETSIGNYIELDPANELELEC.SIGNYIELDSIGNINFO.SIGNSTREET SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVE M E N TEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEM E N T EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\PL\PSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNYIELDVALVESEWERSIGNINFO.SIGNVAULTELEC.PED.ELEC.METERSIGNILM SIGNINFO.VAULTFIBER LIGHT POLETRAFFICVAULTFIBERVAULTSIGNALMARKERFIBERELEC.METERVAULTFIBERPED.TRAFFIC SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.STOP SIGNL\PVAULTELEC.EDGE OF PAVEMENT EDGE OF PAVEMENTSIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\PELEC.VAULTSIGNPARKING EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTELEC.VAULTELEC.VAULTINFO. SIGN LIMIT SIGNSPEEDSIGNELEC.PANELSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.ELEC.PED.ELEC.PED.SIGNINFO.SIGNINFO.SIGNELEC.PED.INFO.SIGNTICKETBOOTH ELEC.PED.ELEC.VAULTSIGNPARKING L\PSIGNPARKINGSIGNPARKINGSIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKINGL\PSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGELEC.PED.ELEC.PANELINFO.SIGNSIGNH\CSIGNH\CEDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEME N T EDGE OF PAVEM E NT EDGE OF PAVEMENT EDGE OF PAVEMENTDUCTVAULTFAAMARKERGENERATORPADBACK FLOWPREVENTER WATERMETEREDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTINFO. SIGNTELE.VAULTELEC.VAULTL\PL\PL\PL\PL\PL\PELEC.VAULTTELE.VAULTELEC.VAULT W\VENCLOSURE TELE.VAULTELEC.VAULTSIGNINFO.TELE.MHTELE.MHELEC.MH.L\PELEC.TRANS. INFO. SIGNELEC.TRANS.SIGNINFO. SIGNL\PL\PL\PSIGNINFO. ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVEGRAVEL DRIVE SPOIL SIGNSTOP SIGNBUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTFENCEFENCEFENCEWALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 05 KEY MAP EXISTING CONDITIONS AND DEMOLITION PLAN (SHEET 3 OF 5) JJL AGS JJL MA T C H L I N E S E E C D - 1 0 4 MATCHLINE SEE CD-101 MATCHLINE SEE CD-105 LEGEND NOTES 1. EXISTING INFORMATION IS BASED ON: a. JULY 15, 2022 AND JANUARY 12,2024, SURVEY. b. LOT F IS BASED ON OCTOBER 2023CADD FILE RECEIVED FROM ILMCONSULTANT. c. PH1A DEMO & PROPOSED WORK MAY BE EXISTING, IN PROGRESS OF BEING DEMOLISHED/CONSTRUCTED, OR DEMOLISHED/CONSTRUCTED AT TIME OF BIDDING. 2. ALL PLAN SHEETS MUST BE PRINTED INCOLOR. 3. NOT ALL LEGEND ITEMS WILL ALWAYS BE ON EVERY SHEET. 4. DEMOLITION LIMITS INCLUDED IN THIS PACKAGE MAY BE BEYOND GRADING LIMITS. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM ANY PROPOSED ROADWAY PAVEMENT, SIDEWALKS, ETC. 5. FOR ELECTRICAL DEMOLITION, REFER TOELECTRICAL DEMOLITION SHEETS. 6. FOR INFORMATION REGARDING PROTECTION OF ALL OTHER KNOWN EXISTING UTILITIES AND UTILITY REMOVAL REFER TO SHEETS CU-100 THROUGH CU-106. 7. STORM STRUCTURE DEMOLITION CONSISTSOF REMOVAL OF FLARE END PIPESINCLUDING ALL RIP RAP AND ANY PIPE CULVERTS, STORM STRUCTURE INLETS, ETC. 8. ASPHALT ROAD DEMOLITION CONSISTS OF ASPHALT PAVEMENT DEMOLITION ONLY. 9. OTHER CONCRETE DEMOLITION CONSISTS OF CONCRETE ISLANDS, MEDIANS,CONCRETE PADS, OR CONCRETESTRUCTURE REMOVAL. 10. EXISTING EQUIPMENT AND/OR MATERIALS REMOVED SHALL BE COORDINATED WITH THE OWNER FOR SALVAGE/REUSE. THE CONTRACTOR, AT NO ADDITIONAL COST OR SCHEDULE IMPACTS, SHALL DELIVER AND PLACE WITHIN THE AIRPORT BOUNDARYTHE EQUIPMENT AND/OR MATERIALDETERMINED TO BE SALVAGED, REFER TO GENERAL NOTES FOR FURTHER INFORMATION. THE CONTRACTOR SHALL VERIFY WITH THE OWNER ANY SALVAGED EQUIPMENT AND/OR MATERIALS THAT ARE TO BE REUSED PRIOR TO ORDERING NEWEQUIPMENT AND/OR MATERIALS. 11. ALL TREES THAT ARE MARKED AS TREEDEMOLITION ARE TO BE COORDINATED WITH THE THE OWNER FOR SALVAGE. TREE LOCATIONS AND VEGETATION DEMOLITION ARE BASED OFF OF AERIAL. VEGETATION DEMOLITION AREAS ARE AREAS WHERE MULTIPLE TREES, PLANTERS, BUSHES OR OTHER TYPES OF VEGETATION OTHERTHAN GRASS NEED TO BE VERIFIED ANDDEMOLISHED. X X X SIGN DEMOLITION STORM STRUCTURE DEMOLITION(SEE NOTE 6 AND 7) ASPHALT ROAD DEMOLITION(SEE NOTE 8)ASPHALT PARKING LOT DEMOLITION(SEE NOTE 8) PARKING CURB DEMOLITION OTHER CONCRETE DEMOLITION(SEE NOTE 9) STORM PIPE DEMOLITION VEGETATION DEMOLITION(SEE NOTE 11) TREE DEMOLITION (SEE NOTE 11) GRAVEL DEMOLITION SIDEWALK DEMOLITION PH1A CONSTRUCTION FEATURES EXISTING FEATURES X ENTRY/EXIT PLAZA DEMOLITION (SEE NOTE 10) ROAD CURB DEMOLITION XXXXX FENCE DEMOLITION (SEE NOTE 10) MARKINGS DEMOLITIONXXXXXXXX STORM SEWER YAR D I N L E T INV. 22.42 (E) 1 5 " R C P RIP -RA P INV . 22 . 8 4 INV. 16.98 (E) INV. 1 6 . 4 5 ( W ) STORM S E W ER CUR B INLET EOP 2 7 . 7 1 INV. 23.00 (N) INV. 22.14 (S) INV. 21.836 (W) STORM S E W ER CUR B INLE T EOP 27 . 3 4 INV. 24.15 (E) INV. 23.80 (S) 1 8 " R C P 30 " R C P 15" R C P STORM S E W ER CUR B INLE T EOP 29.04 INV. 2 5 . 5 2 ( W ) INV . 26 . 5 7 STORM SEWER YAR D I N L E T RIM 37.90 INV. 33.80 (E) STORM S E W ER CUR B INLET EOP 37.67 INV. 34.28 (S) INV. 3 3 . 9 6 ( W ) STORM SEWER CUR B INLET EOP 32.31 INV. 28.96 (E) INV. 2 8 . 8 2 ( W ) STORM SEWER CUR B INLET EOP 31 . 1 8 INV. 28.01 (E) INV. 2 7 . 5 8 ( W ) STORM S E W ER CUR B INLET EOP 31.16 INV. 26.77 (E) INV. 2 7 . 5 8 ( W ) 15" RCP 18" R C P 18" R C P 24 " R C P STORM SEWER CUR B INLET EOP 31.10 INV . 2 7 . 8 1 ( N) STO R M SEW ER CUR B INLET EOP 31.12 INV. 26.85 (S) INV . 2 6 . 6 7 ( N) 15" R C P 3 0 " RCP 24" R C P S TORM S EWER CUR B I N LET EOP 32.13 INV. 29.19 (E) I NV. 29.12 (N) STORM S E W ER CU R B INL E T EO P 38.96 INV. 36.08 (E ) INV. 35.90 (W) STORM S E W E R MANH O L E RIM 4 1 . 9 0 INV . 38.91 (S) IN V . 3 7 . 6 9 ( E ) INV . 37 . 47 (W ) STO RM SEWE R M A NH O LE RIM 4 2.6 3 INV. 38 . 46 (S ) INV. 38 . 29 (E ) S T O R M S E W E R M A N H O L E R I M 4 2 . 0 1 I N V . 3 7 . 6 7 ( W ) I N V . 3 7. 6 2 ( S ) I N V . 3 7 . 4 7 ( E ) STORM SE W ER C URB IN LET EOP 2 7.90 INV . 22.4 7 ( E ) INV. 22.1 9 ( N ) STO R M S E W E R M ANH O LE RIM (PAV E D OVER)0 STOR M SE W E R CUR B INL E T EOP 3 0.68 INV . 26.6 9 ( S ) I N V . 25.9 2 ( E ) I N V . 25.6 9 ( W ) 8"S S SAN ITA R Y S E W E R MAN H O LE RIM 4 2 . 3 1 INV . 15 . 1 5 SAN I T A R Y S E W E R MAN HOLE RIM 3 0 . 6 8 INV . 12 . 2 6 SAN I TARY SEW ER MAN H O LE RIM (CO VERED) INV . (COV ERED) SAN I TARY SEW ER MAN HOLE RIM (COV E R E D ) INV . (COV ERED) SAN I T A R Y S E W E R MAN HOLE RIM ( COV E R E D ) INV. (COVERED) SA N SAN SAN SAN SAN SAN SAN S A N S A N S A N S A N S A N S A N SA N S A N SA N SAN SAN SA N SAN SAN SAN SA N SAN SAN SAN S A N S A N S A N S A N SAN S A N S S S S S W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 15 " R CP 15 " R CP 1 5 " R C P 1 5 "R C P W G AS GAS G AS GA S G AS G AS G A S GA S GA S GA S G A S G AS G AS GA S GAS GAS GAS W 1 3 " X 2 2 " C M P W W W W W W W W W W W W SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN S S 15"R CP 15 " RCP W\V ENC L O S U R E STORM SEWER YARD I N L E T RIM 2 5.40 INV. 22.42 (E) INV. 19.19 (S) L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\PL\B L\P L\B L\B L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P ELEC. VAU LT ELEC. VAU L T ELEC. PED . ELEC. PED . ELEC. PED. ELE C . PED. ELEC. PED . ELE C . VAU L T L\P TEL E. VAU LT ELE C . VAU LT T TELE. MH T TELE. MH ELEC. MH. E L\B L\B L\B L\B L\B L\B L\B L\B L\B L\B L\B L\B L\B L\BL\B L\B L\B L\B L\B L\B L\B L\B L\B L\B L\B L\B L\B L\P L\BL\BL\B E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T TV TV E T T T T T T T T T T T L\B L\B L\B L\B L\P L\P L\P L\P L\P L\B L\B L\P L\P L\B L\B L\B L\B L\P X X CU R B LI N E CU R B LIN E X X X X X X X SIG NH\C SIG NH\C SIG NH\C INFO. SI G N INFO. S IGN INFO. SI G N INFO. SI G N B-5 SIG N B - 4 S I G N B - 3 S I G N B - 2 S I G N B - 1 S I G N C-1 S I G N C-2 S IG N C-3 S IG N C-4 S IG N C-5 SIGN C-5 SIGN B-5 S I G N B-5 SIGN B-4 SI G N B-3 S IGNB-3 S IGN B-4 SIGN B-4 SIGN C-4 SIGN C-3 SIGN B-3 SIGN C-2 SIGN B-2 SIGN C-1 SIGN B-1 SIGN S I G N H \ C SI GN H\ C SI G N H\ C SIGNH\C S I G N H \ C SIG N H\C SI G N H\C SIG N H \ C C - 3 S IG N C-3 SIG N C - 4 SIG N C- 4 S I G N LIM IT S IGN SPEED SIG NINF O. SIG NINF O. SIG NINFO. SIG NINF O. SIG NINFO. SIGNINF O . SIGNINFO. SIG NINFO. SIG NINF O. INFO . SIG N INF O. SIGN SIGNPARKING SIGNINFO. INFO. SI G N SIGNINFO. SIG NH\C SIG NH\C SIG NH\C INFO. SI G N INFO. S IGN INFO. SI G N INFO. SI G N B-5 SIG N B - 4 S I G N B - 3 S I G N B - 2 S I G N B - 1 S I G N C-1 S I G N C-2 S IG N C-3 S IG N C-4 S IG N C-5 SIGN C-5 SIGN B-5 S I G N B-5 SIGN B-4 SI G N B-3 S IGNB-3 S IGN B-4 SIGN B-4 SIGN C-4 SIGN C-3 SIGN B-3 SIGN C-2 SIGN B-2 SIGN C-1 SIGN B-1 SIGN S I G N H \ C SI GN H\ C SI G N H\ C SIGNH\C S I G N H \ C SIG N H\C SI G N H\C SIG N H \ C C - 3 S IG N C-3 SIG N C - 4 SIG N C- 4 S I G N EDGE OF PAVEME NT ED GE OF PAVEMEN T EDGE OF PAVEMENT EDGE OF PAVEMENT LIM IT S IGN SPEED SIG NINF O. SIG NINF O. SIG NINFO. SIG NINF O. SIG NINFO. SIGNINF O . SIGNINFO. SIG NINFO. SIG NINF O. INFO . SIG N INF O. SIGN TICKET BOO T H SIGNPARKING SIGNINFO. INFO. SI G N SIGNINFO. FEN C E LOT D LOT C AI RPORT BOULEVARD TER M INA L XXXX XXXXXXXX XX XXXXXXXXX X X X X X X XXXXXXXXXXXX X X X X X X X X X X X X X X X X X X XXXXX X X X X X X X XX X X X X X X X X XX X XX XX X X X X X X X X X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X X XX X X X XX X X XX XXXXX X X X XX REFER TO NOTE 11, TYP. REFER TONOTE 7, TYP. EXISTING ENTRY/EXIT PLAZA EQUIPMENT AND CANOPY TO BE REMOVED, SALVAGED,OR REUSED. REFER TO NOTE 10, TYP. REMOVE APPROX. 27,215 SY OF ASPHALT PAVEMENT REMOVE APPROX. 4150 SY OF ASPHALT PAVEMENTREMOVE APPROX. 21 LF OF 15" RCP REMOVE APPROX. 83 LF OFPARKING CURB REMOVE APPROX. 882 SF OF SIDEWALK REMOVE APPROX. 26 SY OFASPHALT PAVEMENT REMOVE APPROX. 173 SY OFASPHALT PAVEMENT REMOVE APPROX. 178 LF OF PARKING CURB REMOVE APPROX. 201 SF OF SIDEWALK REMOVE APPROX. 157 LF OF ROAD CURB REMOVE APPROX. 96 LF OF ROAD CURB REMOVE APPROX. 79 LF OFPARKING CURB REMOVE APPROX. 960 SF OF SIDEWALK REMOVE APPROX. 248 LF OF PARKING CURB REMOVE APPROX.13 SY OF CONCRETE REMOVE APPROX. 506LF OF PARKING CURB REMOVE APPROX. 75 LF OF13" X 22" CMP. REFER TO NOTE 10. REMOVE APPROX. 329 LF OF PARKING CURB REMOVE APPROX. 102LF OF PARKING CURB REMOVE APPROX. 102 LF OF PARKING CURB REMOVE APPROX. 564 LFOF PARKING CURB REMOVE APPROX. 561 LFOF PARKING CURB REMOVE APPROX. 553 LF OF PARKING CURB REMOVE APPROX. 70 LF OF PARKING CURB REMOVE APPROX. 53 LF OF PARKING CURB REMOVE APPROX. 102 LFOF PARKING CURB REMOVE APPROX. 217 LF OF PARKING CURB REMOVE APPROX. 65 LF OF PARKING CURB REMOVE APPROX. 81 LF OF PARKING CURB REMOVE APPROX. 78 LF OF PARKING CURB REMOVE APPROX.101 LF OF PARKINGCURB REMOVE APPROX. 51LF OF PARKING CURBREMOVE APPROX. 50 LF OF PARKING CURB REMOVE APPROX. 230 LF OF PARKING CURB REMOVE APPROX. 232 LF OF PARKING CURB REMOVE APPROX. 73 LF OF RCP REMOVE APPROX. 81 LF OF 24" RCP REMOVE APPROX. 132 LF OF 30" RCP REMOVE APPROX. 121 LF OF 30" RCP REMOVE APPROX. 157 LF OF 30" RCP REMOVEAPPROX.155 LF OF18" RCP REMOVE APPROX. 219 LF OF 15" RCP REMOVE APPROX. 3408 SF OF SIDEWALK REMOVE APPROX. 564 SF OF SIDEWALK REMOVE APPROX. 254 SY OF ASPHALTPAVEMENT REMOVE APPROX. 413 SF OF SIDEWALK REMOVE APPROX. 155 SF OFSIDEWALK REMOVE APPROX. 95 LF OFPARKING CURB REMOVE APPROX. 82 LF OF PARKING CURB REMOVE APPROX. 270 LF OF PARKING CURB REMOVE APPROX. 575 LF OF PARKING CURB REMOVE APPROX. 151 SF OF SIDEWALKREMOVE APPROX. 78 LF OF PARKING CURB REMOVE APPROX. 79 LF OFPARKING CURB REMOVE APPROX. 152 SF OFSIDEWALK REMOVE APPROX. 202 SF OF SIDEWALK REMOVE APPROX. 56 LF OF PARKING CURB REMOVE APPROX. 80 LF OFPARKING CURB REMOVE APPROX. 176 SF OFSIDEWALK REMOVE APPROX. 276 LF OF PARKING CURB REMOVE APPROX. 44 LF OFPARKING CURB REMOVE APPROX. 3370 SF OF SIDEWALK CONTRACTOR IS RESPONSIBLE TO COORDINATE DEMOLITION OF EXISTING TERMINAL FRONTCANOPY, COLUMNS, SIDEWALK,ETC. WITH OWNER. REMOVE APPROX. 153 SF OFSIDEWALK REMOVE APPROX. 152 SF OF SIDEWALK EXISTING LIGHT POLE AND FOUNDATION (TYP.)SEE NOTE 5 EXISTING UTILITYINFRASTRUCTURE (TYP).SEE NOTE 5 SEE SHEET CS-200 FOR INTERM ENCLOSED WALKWAY AND SHUTTLE DRIVE. ALL DEMOLITION ACTIVITIES ASSOCIATED WITH THE INTERM ENCLOSED WALKWAY SHALL BE CONSIDERED INCIDENTAL TO THE WALKWAYAND SHUTTLE DRIVE ITSELF. SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ s a m b e r g a \ d 0 5 3 2 9 4 5 \ I L M B P 2 - C D . d w g Pl o t t e d b y : S a m b e r g , A n d r e w Pl o t t e d o n : 8 / 9 / 2 0 2 4 1 : 4 7 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 N OR T H 100% DESIGN 08/09/2024 CD-104 XXX XXX XXX X X X SIGN DEMOLITION STORM STRUCTURE DEMOLITION(SEE NOTE 6 AND 7) ASPHALT ROAD DEMOLITION(SEE NOTE 8)ASPHALT PARKING LOT DEMOLITION(SEE NOTE 8) PARKING CURB DEMOLITION OTHER CONCRETE DEMOLITION(SEE NOTE 9) STORM PIPE DEMOLITION VEGETATION DEMOLITION(SEE NOTE 11) TREE DEMOLITION (SEE NOTE 11) GRAVEL DEMOLITION SIDEWALK DEMOLITION PH1A CONSTRUCTION FEATURES EXISTING FEATURES X ENTRY/EXIT PLAZA DEMOLITION (SEE NOTE 10) ROAD CURB DEMOLITION XXXXX FENCE DEMOLITION (SEE NOTE 10) JJL AGS INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N)INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) STORM SEWERMANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E) INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N) INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALLSTORM SEWERMANHOLERIM 24.51INV. 15.24 (NW) INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E)INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWERMANHOLERIM 24.21INV. 13.27 (E) INV. 13.26 (W) STORM SEWERYARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W)STORM SEWERMANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W)STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W)STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W)STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W)STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W)STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N) INV. 21.29 (W) INV. 19.71 (E)INV. 18.48 (S) STORM SEWER YARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W)STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W)INV. 15.79INV. 15.91INV. 15.83 Allegh e n y Drive STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S)STORM SEWERCURB INLETRIM 24.50 (EOP)INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP)INV. 13.76 (E)STORM SEWERMANHOLERIM BURIED STORM SEWERMANHOLERIM 23.84INV. 13.35 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S)STORM SEWERYARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W) INV. 19.41 (S) STORM SEWERYARD INLETRIM 27.00INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33INV. 20.17INV. 20.99 INV. 20.37STORM SEWERYARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWER YARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N) INV. 9.74 (S)STORM SEWERMANHOLERIM 25.11INV. 6.52STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPRIP-RAPSTORM SEWERMANHOLERIM 22.71INV. 15.46 (E)INV. 14.39 (S)INV. 14.13 (W)STORM SEWERMANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWER YARD INLETRIM 20.75INV. 7.37 (E)STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N)INV. 17.22 (E)INV. 17.20 (S) STORM SEWER MANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWER YARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90INV. 23.08INV. 24.19RIP-RAPINV. 23.98 STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWERCURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W)RIP-RAPINV. 26.57 INV. 26.37INV. 26.36INV. 25.34INV. 25.07INV. 26.89 RIP-RAPINV. 26.34 STORM SEWER CURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWER CURB INLETEOP 3302INV. 30.71 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLET EOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWER YARD INLETRIM 37.90INV. 33.80 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S) INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W)STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W)STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S) INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWERCURB INLET EOP 38.96INV. 36.08 (E)INV. 35.90 (W) STORM SEWERMANHOLERIM 41.90INV. 38.91 (S) INV. 37.69 (E) INV. 37.47 (W) STORM SEWERMANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEWERMANHOLERIM 42.01INV. 37.67 (W)INV. 37.62 (S)INV. 37.47 (E) STORM SEWERCURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVED OVER)0 STORM SEWERCURB INLETEOP 30.68 INV.26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWERYARD INLETRIM 21.60 INV.13.28 (N) INV.13.29 (S) STORM SEWERMANHOLE RIM 22 . 3 6 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM19.46INV. 15.54 (S) STORM SEWER MANHOLE RIM 22.36 INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S) STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV.12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP) INV. 12.77 (N) INV. 12.75 (E) M STOPINFO. 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SIGNTELE.VAULTELEC.VAULTL\PL\PL\PL\PL\PL\PELEC.VAULTTELE.VAULTELEC.VAULT W\VENCLOSURE TELE.VAULTELEC.VAULTSIGNINFO.TELE.MHTELE.MHELEC.MH.L\PELEC.TRANS. INFO. SIGNELEC.TRANS.SIGNINFO. SIGNL\PL\PL\PSIGNINFO. ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVEGRAVEL DRIVE SPOIL SIGNSTOP SIGNBUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTFENCEFENCEFENCEWALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 05 KEY MAP EXISTING CONDITIONS AND DEMOLITION PLAN (SHEET 4 OF 5) JJL MA T C H L I N E S E E C D - 1 0 3 MATCHLINE SEE CD-102 MATCHLINE SEE CD-105 LEGEND NOTES 1. EXISTING INFORMATION IS BASED ON: a. JULY 15, 2022 AND JANUARY 12,2024, SURVEY. b. LOT F IS BASED ON OCTOBER 2023CADD FILE RECEIVED FROM ILMCONSULTANT. c. PH1A DEMO & PROPOSED WORK MAY BE EXISTING, IN PROGRESS OF BEING DEMOLISHED/CONSTRUCTED, OR DEMOLISHED/CONSTRUCTED AT TIME OF BIDDING. 2. ALL PLAN SHEETS MUST BE PRINTED INCOLOR. 3. NOT ALL LEGEND ITEMS WILL ALWAYS BE ON EVERY SHEET. 4. DEMOLITION LIMITS INCLUDED IN THIS PACKAGE MAY BE BEYOND GRADING LIMITS. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM ANY PROPOSED ROADWAY PAVEMENT, SIDEWALKS, ETC. 5. FOR ELECTRICAL DEMOLITION, REFER TOELECTRICAL DEMOLITION SHEETS. 6. FOR INFORMATION REGARDING PROTECTION OF ALL OTHER KNOWN EXISTING UTILITIES AND UTILITY REMOVAL REFER TO SHEETS CU-100 THROUGH CU-106. 7. STORM STRUCTURE DEMOLITION CONSISTSOF REMOVAL OF FLARE END PIPESINCLUDING ALL RIP RAP AND ANY PIPE CULVERTS, STORM STRUCTURE INLETS, ETC. 8. ASPHALT ROAD DEMOLITION CONSISTS OF ASPHALT PAVEMENT DEMOLITION ONLY. 9. OTHER CONCRETE DEMOLITION CONSISTS OF CONCRETE ISLANDS, MEDIANS,CONCRETE PADS, OR CONCRETESTRUCTURE REMOVAL. 10. EXISTING EQUIPMENT AND/OR MATERIALS REMOVED SHALL BE COORDINATED WITH THE OWNER FOR SALVAGE/REUSE. THE CONTRACTOR, AT NO ADDITIONAL COST OR SCHEDULE IMPACTS, SHALL DELIVER AND PLACE WITHIN THE AIRPORT BOUNDARYTHE EQUIPMENT AND/OR MATERIALDETERMINED TO BE SALVAGED, REFER TO GENERAL NOTES FOR FURTHER INFORMATION. THE CONTRACTOR SHALL VERIFY WITH THE OWNER ANY SALVAGED EQUIPMENT AND/OR MATERIALS THAT ARE TO BE REUSED PRIOR TO ORDERING NEWEQUIPMENT AND/OR MATERIALS. 11. ALL TREES THAT ARE MARKED AS TREEDEMOLITION ARE TO BE COORDINATED WITH THE THE OWNER FOR SALVAGE. TREE LOCATIONS AND VEGETATION DEMOLITION ARE BASED OFF OF AERIAL. VEGETATION DEMOLITION AREAS ARE AREAS WHERE MULTIPLE TREES, PLANTERS, BUSHES OR OTHER TYPES OF VEGETATION OTHERTHAN GRASS NEED TO BE VERIFIED ANDDEMOLISHED. MARKINGS DEMOLITIONXXXXXXXX S TORM SEWE R M ANHO L E RIM 29.28 I NV. 1 6.8 9 (W) STORM S E W ER MAN HOLE RIM 2 9.06 INV . 2 0 . 0 5 ( N) INV. 20 . 0 4 ( W ) STORM SEWER MAN H O L E RIM 2 8.91 INV . 1 3.44 (N) INV. 24.46 (E) INV. 13.41 (S) STO R M S E W ER M A NH OLE RIM 2 8 . 1 4 INV . 13 . 4 4 ( N) INV . 2 4.46 (E) INV . 2 4 . 8 2 ( W ) 72 " R CP 72" RCP 18" R CP 18" O V A L STORM SEWER YAR D INLE T RIM 2 7.23 INV. 24.96 (E) INV. 24 . 9 9 ( W ) 18" R C P 18" R C P 18" R C P STOR M SEWER YARD I N L E T RIM 2 7.74 INV. 24.67 (E) INV. 24 . 5 3 ( W ) 18" R C P 18 " R C P STORM SEWER YARD I N L E T RIM 26.85 INV . 2 0 . 6 5 ( N) INV. 20.65 (S) 24" RCP RIP -RA P INV. 26.57 INV . 26 . 8 9 RIP -RA P INV . 26.34 STORM S E W ER CUR B INLE T EOP 31.81 INV. 28 . 5 2 ( W ) INV. 28.26 (E) STORM S E W ER CUR B INLE T EOP 3302 INV. 30.71 (E)15" R C P MH S A N S A N SAN I T A R Y S E W ER MAN HOLE RIM 2 8.72 INV. 16.02 SAN ITARY S E W ER MANHO L E RIM 2 9.26 INV . ful l o f d i r t 8"S S 8" SS S A N SA N SA N SA N SA N S A N SA N SA N SANITA RY SEWER MANHOLE RIM 29.91 INV . 15 . 3 4 SAN I T A R Y S E W ER MAN H O L E RIM 31.99 INV . 2 1 . 2 6 ( N) INV. 17 . 0 3 ( W ) SAN I T A R Y S E W ER MAN H O L E RIM 2 9.39 INV . 23.35 SAN S A N S A N S A N S A N SAN SAN SAN SAN SAN SAN SAN SAN S S S S S S W W W W W W W W W W W GAS GAS GAS GA S G A S G A S G A S GAS GAS GAS W W W W W W G G 48 " RC P GAS G AS G AS G AS G AS GA S GA S GA S GAS GAS GAS GAS G GA S GA S GAS GA S GAS S SAN SA N S A N S A N SA N SA N SA N SAN SAN S A N S A N S A N S A N SAN SAN SAN SAN W W W W W W W SAN SAN SA N SA N SA N 15" RCP 15" R C P 15" RCP 15" RCP S A N S A N SAN SAN SAN S S W W W W W 2 4 " R C P SAN SANW W W S A N W W W W GA S GA S GAS GAS GAS GAS GA S GAS 18"RCP INV . 26.23 INV. 25.87 JUNCTION BO X WATER VALV E FIRE HYDRANT BACK F LOW PREVENTOR WATE R METER 8"PVC INV. 27.17 INV. 27.26 RIP-RAP W BACK FLOW PREVE N TER WATER METE R 15"R CP INV.25.39HEADWALL WATER METER GA S P\P P\P P\P G\W G\W SWI T C H CABINET AT& T VAU L T OVERH E AD LINE AT&T PED EST AL L\P L\P L\P L\P L\P L\P L\P L\P AT& T PEDESTAL L\P L\P L\P L\P ELEC.PED. ELEC. PAN E L L\P E E T T T T C T P\P GUY WIRE P\P P\P GUYWIRE T T T T T T T T T T T T AT&T HANDHO L E AT&T HANDHO L E TRANSFORM E R T T T T T T T TT T T T T T L\P PHONE PED. L\P L\P L\P TRANSFORMER AT& T VAU L T PED EST AL C U R B L I N E C U R B LIN E HA NG AR 6 MO DERN AVIA T IO N B-2 BOR E INFO. SIGN LIM I T S IGN SPEED INFO. INFO. SIGN INFO. SIGN C-5 SIGNLIM IT S IGN SPEED SIGN SIG NPAR KIN G SIGNPAR KINGSIGNPAR KIN GINF O. SIGN SIGNH\C SIGNH\C B-2 BOR E INFO. SIGN ED GE O F P A V E M E N T CON C R E TE MARKER INFO. INFO. SIGN INFO. SIGN C-5 SIGNLIM IT S IGN SPEED SIGN SIG NPAR KIN G SIGNPAR KINGSIGNPAR KIN GINF O. SIGN SIGNH\C SIGNH\C EDGE OF PAVEMENT EDGE OF PAVEMENT E DGE OF P A V E MENT E D GE OF P A V E MEN T EDGE OF PAVEMENT ED GE OF PAV E M EN T X X X X X X X X X X X X X X X X X SIG N STOP SIGN MH MH MH CONCRETE WALK H\CSIGN CREWCAR X M O D E R N A V I A T I O N A C C E S S R O A D MOD E R N A V IA T ION D R IV E WA Y AIRPO RT BO ULEVARD ARFF ACCESS ROAD T E M P R D W Y M ODE RN A V I A T I ON P A RK I NG LOT LOT E AIRPORT BOULEVARD DOLAN DRIVE HE WLETT DR I VE TRASK DRIVE X X X X X X XXXXXXXXXXXXXXXXXX X X X X X XXX X X X XXXXXXXX X X XX X X X X X X X X X X X X REFER TO NOTE 11, TYP. EXISTING ENTRY/EXIT PLAZA EQUIPMENT AND CANOPY TO BE REMOVED, SALVAGED,OR REUSED.REFER TO NOTE 10, TYP. REFER TONOTE 7, TYP. REMOVE APPROX.2179 SY OF ASPHALTPAVEMENT REMOVE APPROX. 4677 SY OF ASPHALT PAVEMENT REMOVE APPROX. 67 SY OF CONCRETE. REFER TO NOTE 9. REMOVE APPROX. 6 SY OF CONCRETE. REFER TO NOTE 9, TYP. REMOVE APPROX. 808 LFOF PARKING CURB REMOVE APPROX. 95 LFOF PARKING CURB REMOVE APPROX. 93 LFOF PARKING CURB REMOVE APPROX. 91 LF OF PARKING CURB REMOVE APPROX. 34 LF OF 24" RCP. REFER TO NOTE 6, TYP. REMOVE APPROX. 118 LF OF 15" RCP. REFER TONOTE 6, TYP. REMOVE APPROX. 26 LF OF RCP. REFER TO NOTE 6, TYP. REMOVE APPROX.288 LF OF 15" RCP REMOVE APPROX. 140 SY OF ASPHALT PAVEMENT REMOVAL OF FLARE END PIPE INCLUDES ALL RIP RAP AND PIPE INVERSION, TYP. REMOVE APPROX. 39 LF OF RCP. REFER TO NOTE 6, TYP. REMOVE APPROX. 12 SY OFCONCRETE REMOVE APPROX. 55 LF OF PARKING CURB REMOVE APPROX. 198 LF OFPARKING CURB REMOVE APPROX.1364 SY OF ASPHALTPAVEMENT EXISTING LIGHT POLEAND FOUNDATION (TYP). SEE NOTE 5 EXISTING UTILITYINFRASTRUCTURE (TYP).SEE NOTE 5 SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 5 \ I L M B P 2 - C D . d w g Pl o t t e d b y : L e e , J a n e Pl o t t e d o n : 8 / 8 / 2 0 2 4 4 : 5 2 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 N OR T H 100% DESIGN 08/09/2024 CD-105 INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N)INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) STORM SEWERMANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E) INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N) INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALLSTORM SEWERMANHOLERIM 24.51INV. 15.24 (NW) INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E)INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWERMANHOLERIM 24.21INV. 13.27 (E) INV. 13.26 (W) STORM SEWERYARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W)STORM SEWERMANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W)STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W)STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W)STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W)STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W)STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N) INV. 21.29 (W) INV. 19.71 (E)INV. 18.48 (S) STORM SEWER YARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W)STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W)INV. 15.79INV. 15.91INV. 15.83 Allegh e n y Drive STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S)STORM SEWERCURB INLETRIM 24.50 (EOP)INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP)INV. 13.76 (E)STORM SEWERMANHOLERIM BURIED STORM SEWERMANHOLERIM 23.84INV. 13.35 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S)STORM SEWERYARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W) INV. 19.41 (S) STORM SEWERYARD INLETRIM 27.00INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33INV. 20.17INV. 20.99 INV. 20.37STORM SEWERYARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWER YARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N) INV. 9.74 (S)STORM SEWERMANHOLERIM 25.11INV. 6.52STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPRIP-RAPSTORM SEWERMANHOLERIM 22.71INV. 15.46 (E)INV. 14.39 (S)INV. 14.13 (W)STORM SEWERMANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWER YARD INLETRIM 20.75INV. 7.37 (E)STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N)INV. 17.22 (E)INV. 17.20 (S) STORM SEWER MANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWER YARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90INV. 23.08INV. 24.19RIP-RAPINV. 23.98 STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWERCURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W)RIP-RAPINV. 26.57 INV. 26.37INV. 26.36INV. 25.34INV. 25.07INV. 26.89 RIP-RAPINV. 26.34 STORM SEWER CURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWER CURB INLETEOP 3302INV. 30.71 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLET EOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWER YARD INLETRIM 37.90INV. 33.80 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S) INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W)STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W)STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S) INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWERCURB INLET EOP 38.96INV. 36.08 (E)INV. 35.90 (W) STORM SEWERMANHOLERIM 41.90INV. 38.91 (S) INV. 37.69 (E) INV. 37.47 (W) STORM SEWERMANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEWERMANHOLERIM 42.01INV. 37.67 (W)INV. 37.62 (S)INV. 37.47 (E) STORM SEWERCURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVED OVER)0 STORM SEWERCURB INLETEOP 30.68 INV.26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWERYARD INLETRIM 21.60 INV.13.28 (N) INV.13.29 (S) STORM SEWERMANHOLE RIM 22 . 3 6 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM19.46INV. 15.54 (S) STORM SEWER MANHOLE RIM 22.36 INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S) STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV.12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP) INV. 12.77 (N) INV. 12.75 (E) M STOPINFO. SIGNINFO. SIGNLIMIT SIGNSPEED SIGNPARKINGSIGNPARKING LIMIT SIGNSPEEDINFO. SIGNINFO. SIGN INFO. SIGNINFO. SIGNSIGNSTREETB-9BOREB-7BOREB-2BOREB-6BOREB-4BOREINFO. SIGN EXIT SIGN LIMIT SIGNSPEED SIGNH\CSIGNH\CSIGNH\CINFO. SIGNINFO. SIGNINFO. SIGN LIMIT SIGNSPEEDINFO.INFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNB-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGNC-5 SIGNC-5 SIGNC-5 SIGNB-5 SIGN B-5 SIGNB-5 SIGNB-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGN STOP SIGNSTOP SIGNSTOP SIGNSTOP SIGNSTOP SIGNSTOP SIGNSTOP SIGN STOP SIGN STOPSIGNSTOP SIGN SIGNSTREETSIGNYIELDSIGNYIELDSIGNINFO.SIGNSTREET SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNYIELDSIGNINFO.SIGNILM SIGNINFO.LIGHT POLETRAFFICPED.TRAFFIC SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.STOP SIGNSIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGNSIGNPARKING INFO. SIGN LIMIT SIGNSPEEDSIGNSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO.SIGN SIGNPARKINGSIGNPARKINGSIGNPARKINGSIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKING STOPSIGNPARKINGSIGNPARKINGSIGNPARKINGINFO.SIGNSIGNH\CSIGNH\CINFO. SIGNSIGNINFO.INFO. SIGNSIGNINFO. SIGNSIGNINFO.L\PL\P L\PL\PP\PP\PP\PP\PP\PP\PP\PP\P G\WG\W G\WG\WG\WG\WG\WG\WG\WSTOP ELEC.VAULTINFO. SIGNINFO. SIGNLIMIT SIGNSPEED SIGNPARKINGSIGNPARKING LIMIT SIGNSPEEDINFO. SIGNINFO. SIGNELEC.VAULTINFO. SIGNINFO. SIGNSIGNSTREETELEC.BOXB-9BOREB-7BORESWITCHCABINETB-2BOREB-6BOREAT&TVAULTB-4BOREINFO. SIGN OVERHEAD LINEEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT5' SIDEWALK EXIT SIGNPED.BELLSOUTHCONCRETEMARKER LIMIT SIGNSPEEDPEDESTAL AT&TPEDESTALELEC. CONDUIT BLOCKFOOTER CONC.HEADWALLCONC.HEADWALL CONC.HEADWALL CONC.FLUMEGRAVELPARKINGCONSTRUCTIONTRAILER SIGNH\CSIGNH\CSIGNH\CL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\P L\PL\PL\PL\PL\P L\PL\PL\PL\PL\PINFO. SIGNINFO. SIGNINFO. SIGN LIMIT SIGNSPEEDL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\P L\PL\PAT&TPEDESTALL\PP\P L\PINFO.INFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PINFO. SIGNINFO. SIGNINFO. SIGNB-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGNC-5 SIGNC-5 SIGNC-5 SIGNB-5 SIGN B-5 SIGNB-5 SIGNB-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGNL\PSTOP SIGNSTOP SIGNTELE.PED.ELEC.MH.TELE.MHELEC.MH.ELEC.MH. 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SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\PELEC.VAULTSIGNPARKING EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTELEC.VAULTELEC.VAULTINFO. SIGN LIMIT SIGNSPEEDSIGNELEC.PANELSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.ELEC.PED.ELEC.PED.SIGNINFO.SIGNINFO.SIGNELEC.PED.INFO.SIGNTICKETBOOTH ELEC.PED.ELEC.VAULTSIGNPARKING L\PSIGNPARKINGSIGNPARKINGSIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKINGL\PSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGELEC.PED.ELEC.PANELINFO.SIGNSIGNH\CSIGNH\CEDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEME N T EDGE OF PAVEM E NT EDGE OF PAVEMENT EDGE OF PAVEMENTDUCTVAULTFAAMARKERGENERATORPADBACK FLOWPREVENTER WATERMETEREDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTINFO. SIGNTELE.VAULTELEC.VAULTL\PL\PL\PL\PL\PL\PELEC.VAULTTELE.VAULTELEC.VAULT W\VENCLOSURE TELE.VAULTELEC.VAULTSIGNINFO.TELE.MHTELE.MHELEC.MH.L\PELEC.TRANS. INFO. SIGNELEC.TRANS.SIGNINFO. SIGNL\PL\PL\PSIGNINFO. ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVEGRAVEL DRIVE SPOIL SIGNSTOP SIGNBUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTFENCEFENCEFENCEWALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 05 KEY MAP EXISTING CONDITIONS AND DEMOLITION PLAN (SHEET 5 OF 5) JJL AGS MATCHLINE SEE CD-103 MATCHLINE SEE CD-104 LEGEND NOTES 1. EXISTING INFORMATION IS BASED ON: a. JULY 15, 2022 AND JANUARY 12,2024, SURVEY. b. LOT F IS BASED ON OCTOBER 2023 CADDFILE RECEIVED FROM ILM CONSULTANT. c. PH1A DEMO & PROPOSED WORK MAY BE EXISTING, IN PROGRESS OF BEING DEMOLISHED/CONSTRUCTED, OR DEMOLISHED/CONSTRUCTED AT TIME OF BIDDING. 2. ALL PLAN SHEETS MUST BE PRINTED IN COLOR. 3. NOT ALL LEGEND ITEMS WILL ALWAYS BE ONEVERY SHEET. 4. DEMOLITION LIMITS INCLUDED IN THIS PACKAGE MAY BE BEYOND GRADING LIMITS. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM ANY PROPOSED ROADWAY PAVEMENT, SIDEWALKS, ETC. 5. FOR ELECTRICAL DEMOLITION, REFER TO ELECTRICAL DEMOLITION SHEETS. 6. FOR INFORMATION REGARDING PROTECTION OFALL OTHER KNOWN EXISTING UTILITIES ANDUTILITY REMOVAL REFER TO SHEETS CU-100 THROUGH CU-106. 7. STORM STRUCTURE DEMOLITION CONSISTS OF REMOVAL OF FLARE END PIPES INCLUDING ALL RIP RAP AND ANY PIPE CULVERTS, STORMSTRUCTURE INLETS, ETC. 8. ASPHALT ROAD DEMOLITION CONSISTS OF ASPHALT PAVEMENT DEMOLITION ONLY. 9. OTHER CONCRETE DEMOLITION CONSISTS OFCONCRETE ISLANDS, MEDIANS, CONCRETEPADS, OR CONCRETE STRUCTURE REMOVAL. 10. EXISTING EQUIPMENT AND/OR MATERIALS REMOVED SHALL BE COORDINATED WITH THE OWNER FOR SALVAGE/REUSE. THE CONTRACTOR, AT NO ADDITIONAL COST OR SCHEDULE IMPACTS, SHALL DELIVER AND PLACE WITHIN THE AIRPORT BOUNDARY THEEQUIPMENT AND/OR MATERIAL DETERMINED TOBE SALVAGED, REFER TO GENERAL NOTES FOR FURTHER INFORMATION. THE CONTRACTOR SHALL VERIFY WITH THE OWNER ANY SALVAGED EQUIPMENT AND/OR MATERIALS THAT ARE TO BE REUSED PRIOR TO ORDERING NEW EQUIPMENT AND/OR MATERIALS. 11. ALL TREES THAT ARE MARKED AS TREEDEMOLITION ARE TO BE COORDINATED WITHTHE THE OWNER FOR SALVAGE. TREELOCATIONS AND VEGETATION DEMOLITION ARE BASED OFF OF AERIAL. VEGETATION DEMOLITION AREAS ARE AREAS WHERE MULTIPLE TREES, PLANTERS, BUSHES OR OTHER TYPES OF VEGETATION OTHER THAN GRASS NEED TO BE VERIFIED AND DEMOLISHED. X X X SIGN DEMOLITION STORM STRUCTURE DEMOLITION(SEE NOTE 6 AND 7) ASPHALT ROAD DEMOLITION(SEE NOTE 8)ASPHALT PARKING LOT DEMOLITION(SEE NOTE 8) PARKING CURB DEMOLITION OTHER CONCRETE DEMOLITION(SEE NOTE 9) STORM PIPE DEMOLITION VEGETATION DEMOLITION(SEE NOTE 11) TREE DEMOLITION (SEE NOTE 11) GRAVEL DEMOLITION SIDEWALK DEMOLITION PH1A CONSTRUCTION FEATURES EXISTING FEATURES X ENTRY/EXIT PLAZA DEMOLITION (SEE NOTE 10) ROAD CURB DEMOLITION XXXXX FENCE DEMOLITION (SEE NOTE 10) JJL NCDOT R\W D ISK CURB LI N E CURB LINE CURB LI N E INF O. SIGN INF O . SI G N LIMI T S IG N SPE E D SIGN PARK IN G LI MIT SI GN SPE E D INF O . S IG N B-9BO RE B-7BO RE B-2BO RE B-6BO RE INF O . S IG N EXI T SIGN SI GN H\C SIGN H\C INF O . S IG N INF O . S I G N INF O. SIGN LIMI T S IG N SPE E D INF O. IN F O . S IG N INF O . S IGN INF O . S IG N IN F O . S IG N INF O . S IG N INFO . SI G N B-5 S IG N B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGN C-2 SIGN C-3 SIGN C-4 SIGN C-5 S I G N C- 5 SI G N C- 5 SI G N B-5 S IG N B-5 SIG N B- 5 SI GN B-4 SIG N B-3 SIG N B- 3 SIG N B-4 SIG N B-4 SIGN C-4 SIGN C- 3 SIGN B-3 SIGN C-2 SIGN B- 2 S I G N C-1 SIGN B-1 SIGN STOP SIGN STOP SIGN STOP S IG N STOP SI GN SIGN STR EE T SIGN YI E L D SIG N YI E L D SIGN INF O. SIGN INFO . SI GN INF O. SIGN INF O. SIG N INFO . SIG N IN F O . STOP SIGN SI GN IN F O . SI GN INF O. SI GN IN F O . SI GN IN F O. SI GN INF O. SIGNH\C SIGNH\CSIGNH\C SIGN H\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C C-3 SIGN C-3 SIGN C-4 SIG N C-4 SIGN SIGN PAR KIN G LIM I T S IGN SP E E D SI GN INF O. SIGN INF O. SI GN INF O. SIG N INFO . SIGN INF O . SI GN INF O . SIGN INF O . SI GN INF O . SIGN INF O. SIGN IN F O . SIG N INF O. SI GN SI GN PARK ING SIGN PAR K I NG SIGN PA RK ING SIGN P ARK ING STOP SI GN PAR KIN G SIGN PAR KIN G SIGN PAR KIN G INF O . SI GN SIGN H\C SIGN H\C SIGN INF O. INF O . S IG N SI GN INF O . S IG N SIGN INF O . INF O. SIGN INF O . SI G N LIMI T S IG N SPE E D SIGN PARK IN G LI MIT SI GN SPE E D INF O . S IG N B-9BO RE B-7BO RE B-2BO RE B-6BO RE INF O . S IG N 5' SIDEWALK EXI T SIGN CON C R E TE MARKER GR AVEL PAR KIN G CO N S TRU C T I ON TR AILER SI GN H\C SIGN H\C INF O . S IG N INF O . S I G N INF O. SIGN LIMI T S IG N SPE E D INF O. IN F O . S IG N INF O. SIGN INF O . S IG N IN F O . S IG N INF O . S IG N INFO . SI G N B-5 S IG N B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGN C-2 SIGN C-3 SIGN C-4 SIGN C-5 S I G N C- 5 SI G N C- 5 SI G N B-5 S IG N B-5 SIG N B- 5 SI GN B-4 SIG N B-3 SIG N B- 3 SIG N B-4 SIG N B-4 SIGN C-4 SIGN C- 3 SIGN B-3 SIGN C-2 SIGN B- 2 S I G N C-1 SIGN B-1 SIGN STOP SIGN STOP SIGN STOP S IG N STOP SI GN SIGN STR EE T SIGN YI E L D SIG N YI E L D SIGN INF O. SIGN INFO . SI GN INF O. SIGN INF O. SIG N INFO . SIG N IN F O . STOP SIGN SI GN IN F O . SI GN INF O. SI GN IN F O . SI GN IN F O. SI GN INF O. SIGNH\C SIGNH\CSIGNH\C SIGN H\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C C-3 SIGN C-3 SIGN C-4 SIG N C-4 SIGN SIGN PAR KIN G LIM I T S IGN SP E E D SI GN INF O. SIGN INF O. SI GN INF O. SIG N INFO . SIGN INF O . SI GN INF O . SIGN INF O . SI GN INF O . SIGN INF O. SIGN IN F O . SIG N INF O. SI GN TIC K ET BO OTH SI GN PARK ING SIGN PAR K I NG SIGN PA RK ING SIGN P ARK ING STOP SI GN PAR KIN G SIGN PAR KIN G SIGN PAR KIN G INF O . SI GN SIGN H\C SIGN H\C SIGN INF O. INF O . S IG N SI GN INF O . S IG N SIGN INF O . X GRAVEL DRIVE SIGN LO T F A IRP ORT B L V D A R F F A C C E S S R O A D M O DERN A CCE S S ROA D AI R P O R T B L V D AI R P O R T B L V D E M E R G E N C Y A C C E S S R O A D TEM P RDW Y AI R P O R T P A R K I N G L O T M O D E R N A V I A T I O N P A R K I N G L O T LOT D LO T C L O T E L O T B L O T A DRIVE DO L A N XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX BEGIN AIRPORT BOULEVARDSTA: 10+53.79N: 190228.03E: 2326742.35 BEGIN INTERIM TERMINAL CURBFRONTSTA: 26+14.45= CL AIRPORT BOULEVARD STA: 25+61.35N: 189692.27E: 2328019.66 END INTERIM TERMINAL CURBFRONT STA: 44+52.73 = CL AIRPORT BOULEVARD STA: 50+32.07 N: 190837.00 E: 2329265.32 BEGIN AIRPORT BOULEVARD STA: 49+00.00 N: 190703.51 E: 2329388.88 END AIRPORT BOULEVARD STA: 57+51.05 N: 191135.10 E: 2328679.48 END AIRPORT BOULEVARDSTA: 28+00.00N: 189563.50 E: 2328150.15 10 54 + 11 00 + 12 00 + 13 00 + 14 00 + 15 00 + 16 00 + 17 00 + 18 00 + 1 9 0 0 + 2 0 0 0 + 21 00 + 22 00 + 23 00 + 24 00 + 25 00 + 26 00 + 27 00 + 2 8 0 0 +49 00 + 50 00 + 51 00 + 5 2 00 + 5 3 0 0 + 5 4 0 0 + 5 5 0 0 + 5 6 0 0 + 5 7 0 0 + 5 7 5 1 + 16 14 + 17 00 + 1 8 0 0 + 1 9 0 0 + 2 0 0 0 + 2 1 0 0 + 22 00 + 23 00 + 23 26 + 26 14 + 27 00 + 28 00+29 00+30 00+31 00+32 00+33 00+34 00+35 00+36 00+37 00+38 00+39 00+40 00+41 00+42 00+4 3 0 0+ 44 00 + 4 4 5 3 + BEGIN CELL PHONE LOTSTA: 16+14.07N: 190226.17E: 2327302.73 END CELL PHONE LOTSTA: 23+26.22N: 189897.72E: 2327889.02 L53 L54 L55 C53 C55 L60 C60 L57 L58 L59 C57 C58 AIRPORT BLVD Number L53 L54 C53 L55 C55 Length 765.134 438.609 164.209 143.998 997.089 Radius 333.000 1200.000 Line/Chord Direction N88° 57' 49.41"E S29° 37' 32.46"E S43° 45' 09.12"E S57° 52' 45.77"E N55° 07' 20.85"W Chord Length 162.550 968.652 External Tangent 83.810 529.357 Delta Angle 28° 15' 13.31" 47° 36' 26.94" PC 26+14.45 47+53.96 PT 27+78.66 57+51.05 CELL PHONE LOT Number L57 C57 L58 C58 L59 Length 109.018 62.297 358.254 43.008 139.578 Radius 125.000 75.000 Line/Chord Direction N88° 57' 49.41"E S76° 45' 31.70"E S62° 28' 52.81"E S46° 03' 12.64"E S29° 37' 32.46"E Chord Length 61.654 42.421 External Tangent 31.810 22.113 Delta Angle 28° 33' 17.78" 32° 51' 20.35" PC 17+23.09 21+43.64 PT 17+85.39 21+86.65 TEMPORARY CURBFRONT Number L60 C60 Length 1521.664 171.540 Radius 100.000 Line/Chord Direction N47° 50' 25.26"E N01° 18' 07.82"W Chord Length 151.268 External Tangent 115.616 Delta Angle 98° 17' 06.16" PC 42+81.19 PT 44+52.73 GEOMETRY ALIGNMENT LAYOUT (SHEET 1 OF 1) CS-100 JRL KT AGS LEGEND PROPOSED PHASE 1B FEATURES PH1A CONSTRUCTION FEATURES EXISTING FEATURES SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 4 8 6 7 3 2 \ I L M B P 2 - C S - 1 0 0 . d w g Pl o t t e d b y : T a n w a n i , K u n a l Pl o t t e d o n : 8 / 2 2 / 2 0 2 4 2 : 5 0 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 100% DESIGN NORTH 08/09/2024 1 ADDENDUM #11 08/23/2024 X X X X CU R B LINE CU R B LINE SI G N H\ C S I G N H\ C SIG N H\ C I N F O . SI G N B -5 S I G N B-4 SIG N B -3 SIGN B -2 SIGN B -1 SIGN S I GNH\C SIGNH\CSIGNH\C SI G N H\ C SIGNH\C SIG NH\C S I G N IN F O . SI G N IN F O . S I G N IN F O. S I G N I N F O . SI G N I N F O . SIG N IN F O . S I G N IN F O . SI G N I N F O . S I G N I N F O . I N F O. SI G N S I G N I N F O . SI G N H\ C S I G N H\ C SIG N H\ C I N F O . SI G N B -5 S I G N B-4 SIG N B -3 SIGN B -2 SIGN B -1 SIGN S I GNH\C SIGNH\CSIGNH\C SI G N H\ C SIGNH\C SIG NH\C S I G N IN F O . SI G N IN F O . S I G N IN F O. S I G N I N F O . SI G N I N F O . SIG N IN F O . S I G N IN F O . SI G N I N F O . S I G N I N F O . I N F O. SI G N S I G N I N F O . L O T D L O T B A I R P O R T B O U L E V A R D TERMINAL L\ P L\ P L\ P L\ P L\ P L\ P L\ P L\ P L\ P L\ P L\ P L\ P L\ P L\ P L\ P L\ P L\ P L\ P L\ P L\ P L\ P L\ P L\ P L\ P L\ P E L E C. P E D . T T E L E . M H T T E L E. M H E L E C. M H . E L\ B L \B L\ B L\ B L\ B L\ B L\ B L\ B L\ B L\ B L\ B L\ B L\ B L\ B L\ B L\ B L\ P L\ B L\ B L\ B E E E E E E E E T T T T T T T T T T T T T T E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T TV TV E T T T T T T T T T T T T T T T T T T T T T T T L\ B L\ B L\ B L\ B L\ B L\ B L\ B L\ P S T O R M S E W E R M A N H O L E S T O R M S E W E R Y A R D IN L E T R I M 2 5 . 4 0 I N V . 2 2.4 2 (E ) IN V . 1 9 . 1 9 ( S ) RIP - R A P I N V . 2 2 . 8 4 S T O R M S E W E R C U R B I N L E T E O P 3 1 . 1 6 I N V . 2 6.7 7 ( E ) IN V. 2 7.5 8 ( W )24" RCP S T O R M S E W E R C U R B I N L E T E O P 3 1 . 1 0 I N V . 2 7.8 1 ( N ) S T O R M S E W E R C U R B I N L E T E O P 3 1 . 12 I N V . 2 6.8 5 (S ) I N V . 2 6.6 7 ( N ) 1 5" R C P S T O R M S E W E R C U R B I N L E T E O P 3 2 . 1 3 I N V . 2 9 . 1 9 ( E ) I N V . 2 9 . 1 2 ( N ) ST OR M SE W E R CU R B IN L ET EOP 38. 96 INV. 3 6 . 0 8 ( E ) IN V . 3 5 . 9 0 ( W) STORM S EWER MANHOLERIM 41.90INV. 3 8 . 9 1 ( S) INV. 3 7 . 6 9 ( E) INV. 37.47 (W)STORM SEWER MANHOLERIM 42.63INV. 38.46 (S) INV. 38.29 (E) ST O R M SE W E R M A N H O L E RI M (P A V E D O V E R ) 0 ST O R M S E W E R C U R B IN LET E O P 30.68 IN V . 26.69 (S) IN V. 25.9 2 (E ) I N V . 25 . 6 9 ( W ) S A N I T A R Y S E W E R M A N H O L E R I M 4 2 . 3 1 IN V. 1 5 . 1 5 S A N I T A R Y S E W E R M A N H O L E R IM 3 0 . 6 8 I N V. 1 2 . 2 6 SAN SAN SAN SAN SAN SAN SAN S AN SA N S AN SA N S AN SA N S A N SA N S A N S A N S A N S A N S A N S A N S A N S A N S A N S A N S A N S S W W W WW S T O R M S E W E R Y A R D I N L E T RI M 2 5 . 4 0 I N V . 2 2 . 4 2 ( E ) I N V . 1 9.1 9 (S )INTERIM TERMINAL CURBFRONTINTERIM TERMINAL CURBFRONT IN T E R I M S H U T T L E D R I V E IN T E R I M E N C L O S E D W A L K W A Y OPEN CANOPY INTERIM CURBSIDE N: 189879.50E: 2329097.96 N: 189881.52E: 2329100.19 N: 189775.52 E: 2328983.13 N: 189914.15E: 2328900.77 N: 189920.86 E: 2328908.19 N: 189929.75E: 2328900.13 N: 189808.12 E: 2328996.78 N: 189923.04 E: 2328892.72 N: 189999.30E: 2328823.73 N: 190005.98 E: 2328831.11 N: 190025.38 E: 2328813.55 N: 190018.67E: 2328806.14 N: 190213.91E: 2328823.61N: 189911.87 E: 2328490.04 N: 189802.97 E: 2328958.27 N: 189788.15E: 2328971.69 N: 189892.63 E: 2329090.12 N: 189866.08 E: 2329083.14N: 189801.57 E: 2328986.52 N: 189809.68 E: 2328965.68 N: 190117.26E: 2328716.87 N: 190095.78 E: 2328693.15 N: 190087.66 E: 2328713.98 N: 190109.20E: 2328707.97 N: 190080.95E: 2328706.57 N: 190224.66E: 2328813.88N: 189922.43E: 2328480.47 N: 190120.28 E: 2328720.20 N: 190118.05E: 2328722.22 N: 190120.07 E: 2328724.44 N: 190122.29 E: 2328722.43 N: 189784.44 E: 2328975.05 N: 189773.11 E: 2328962.44 N: 189780.17 E: 2328962.82 N: 189811.26E: 2328934.87 N: 189818.87 E: 2328933.40 N: 189810.15 E: 2328929.15 N: 189817.85 E: 2328927.97 SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 5 \ I L M B P 2 - C S - 2 0 0 . d w g Pl o t t e d b y : L e e , J a n e Pl o t t e d o n : 8 / 8 / 2 0 2 4 4 : 0 1 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 100% DESIGN 08/09/2024 CS-200 GEOMETRY ALIGNMENT LAYOUT - INTERIM WALKWAY JJL AGS JJL LEGENDLEGEND NOTES 1. EXISTING INFORMATION IS BASED ON:a. JULY 15, 2022 AND JANUARY 12,2024,SURVEY. b. LOT F IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. c. PH1A DEMO WORK MAY BE EXISTING, IN PROGRESS OF BEING DEMOLISHED, OR DEMOLISHED AT TIME OF BIDDING. 2.ALL PLAN SHEETS MUST BE PRINTED IN COLOR. 3.REFER TO CIVIL DEMOLITION PLAN SHEETS FORGUIDANCE ON PAVEMENT REMOVAL LIMITS. 4. REFER TO SHEETS CS-300 THROUGH CS-307FOR GUIDANCE ON PARKING GEOMETRY. 5. REFER TO ROADWAY SHEETS FOR GUIDANCEON PROPOSED ROADWAYS. 6. REFER TO STRUCTURAL AND ARCHITECTURALSHEETS FOR GUIDANCE ON COVEREDSIDEWALK CONSTRUCTION AND CANOPYCONSTRUCTION. 7. NORTHING AND EASTING CALLOUTS AREPOINTING TO THE EDGE OF THE SIDEWALKLIMITS. PROPOSED INTERIM SHUTTLE DRIVE (SHEET CP-303 SECTION G) INV. 11.16STORM SEWERHEADWALLSTORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N)INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) STORM SEWERMANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E)INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N)INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALLSTORM SEWERMANHOLERIM 24.51INV. 15.24 (NW) INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E)INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W)STORM SEWERMANHOLERIM 24.21INV. 13.27 (E)INV. 13.26 (W) STORM SEWERYARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W)STORM SEWERMANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W)STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W)STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E) INV. 13.41 (S)STORM SEWER YARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W)STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W)STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W)STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N)INV. 21.29 (W)INV. 19.71 (E)INV. 18.48 (S) STORM SEWER YARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W)STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W)INV. 15.79INV. 15.91 INV. 15.83 Allegh e n y Drive STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S)STORM SEWER CURB INLETRIM 24.50 (EOP)INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP) INV. 13.76 (E) STORM SEWER MANHOLERIM BURIED STORM SEWERMANHOLERIM 23.84INV. 13.35 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINERIP-RAPCURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S) STORM SEWERYARD INLETRIM 27.00INV. 19.80 (N) INV. 20.57 (W)INV. 19.41 (S) STORM SEWERYARD INLETRIM 27.00INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33INV. 20.17INV. 20.99 INV. 20.37STORM SEWERYARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWERYARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N) INV. 9.74 (S)STORM SEWERMANHOLERIM 25.11INV. 6.52STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPRIP-RAP STORM SEWERMANHOLERIM 22.71INV. 15.46 (E)INV. 14.39 (S)INV. 14.13 (W)STORM SEWERMANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWERYARD INLETRIM 20.75INV. 7.37 (E) STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W) INV. 17.44 (N)INV. 17.22 (E)INV. 17.20 (S) STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W)RIP-RAPINV. 22.67INV. 22.90 INV. 23.08INV. 24.19RIP-RAPINV. 23.98STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWERCURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S)STORM SEWER CURB INLETEOP 29.04INV. 25.52 (W)RIP-RAPINV. 26.57INV. 26.37INV. 26.36INV. 25.34INV. 25.07INV. 26.89 RIP-RAPINV. 26.34STORM SEWERCURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWER CURB INLETEOP 3302INV. 30.71 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWERYARD INLETRIM 37.90INV. 33.80 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S)INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W)STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W)STORM SEWER CURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S)INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWER CURB INLETEOP 38.96INV. 36.08 (E)INV. 35.90 (W) STORM SEWERMANHOLERIM 41.90INV. 38.91 (S) INV. 37.69 (E)INV. 37.47 (W) STORM SEWERMANHOLERIM 42.63 INV. 38.46 (S) INV. 38.2 9 ( E ) STORM SEWERMANHOLERIM 42.01INV. 37.67 (W)INV. 37.62 (S)INV. 37.47 (E) STORM SEWERCURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVED OVER)0 STORM SEWERCURB INLETEOP 30.68 INV. 26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWER YARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWERYARD INLETRIM 21.60 INV. 13.28 (N) INV.13.29 (S) STORM SEWERMANHOLE RIM 22.36 INV. 11.41 (N)INV. 11.40 (S) STORM SEWER YARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM19.46INV. 15.54 (S) STORM SEWERMANHOLE RIM 22. 3 6 INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E) INV. 11.89 (S)STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV. 12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP)INV. 12.77 (N) INV. 12.75 (E) M STOPINFO. SIGNINFO. SIGNLIMIT SIGNSPEEDSIGNPARKINGSIGNPARKING LIMIT SIGNSPEEDINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNSIGNSTREETB-9BOREB-7BOREB-2BOREB-6BOREB-4BOREINFO. SIGN EXIT SIGNLIMIT SIGNSPEEDSIGNH\C SIGNH\CSIGNH\C INFO. SIGNINFO. SIGNINFO. SIGN LIMIT SIGNSPEEDINFO.INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNB-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGNC-5 SIGNC-5 SIGNB-5 SIGN B-5 SIGNB-5 SIGNB-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGN STOP SIGNSTOP SIGNSTOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGNSTOPSIGN STOP SIGN SIGNSTREETSIGNYIELD SIGNYIELDSIGNINFO.SIGNSTREETSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.STOP SIGN SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. SIGNYIELDSIGNINFO.SIGNILMSIGNINFO.LIGHT POLETRAFFICPED.TRAFFICSIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGNSIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN SIGNPARKING INFO. SIGN LIMIT SIGNSPEEDSIGN SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNSIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKINGSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGINFO.SIGN SIGNH\CSIGNH\CINFO. SIGNSIGNINFO.INFO. SIGNSIGNINFO. SIGNSIGNINFO. L\P L\PL\PL\PP\PP\PP\PP\PP\PP\PP\PP\PG\WG\WG\WG\WG\WG\WG\WG\WG\WSTOP ELEC.VAULTINFO. SIGNINFO. SIGNLIMIT SIGNSPEEDSIGNPARKINGSIGNPARKING LIMIT SIGNSPEEDINFO. SIGNINFO. SIGNELEC.VAULTINFO. SIGNINFO. SIGNSIGNSTREETELEC.BOXB-9BOREB-7BORESWITCHCABINETB-2BOREB-6BOREAT&TVAULTB-4BOREINFO. SIGN OVERHEAD LINEEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT5' SIDEWALK EXIT SIGNPED.BELLSOUTH CONCRETEMARKERLIMIT SIGNSPEEDPEDESTAL AT&TPEDESTALELEC. CONDUIT BLOCKFOOTERCONC.HEADWALL CONC.HEADWALLCONC.HEADWALL CONC.FLUMEGRAVELPARKINGCONSTRUCTION TRAILER SIGNH\C SIGNH\CSIGNH\C L\P L\PL\PL\P L\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\P L\PL\PINFO. SIGNINFO. SIGNINFO. SIGN LIMIT SIGNSPEEDL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PAT&TPEDESTALL\PP\PL\PINFO.INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGNINFO. SIGNL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PINFO. SIGNINFO. SIGNINFO. SIGNB-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGNC-5 SIGNC-5 SIGNB-5 SIGN B-5 SIGNB-5 SIGNB-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGN L\P STOP SIGNSTOP SIGNTELE.PED.ELEC.MH. TELE.MHELEC.MH.ELEC.MH.ELEC.MH.ELEC.MH.ELEC.MH.TELE.MHTELE.MHTELE.MHTELE.MHTELE.MHTELE.PED.FIBERVAULT ELEC.VAULTSTOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGNSTOPSIGN STOP SIGN SIGNSTREETSIGNYIELD PANELELEC.SIGNYIELDSIGNINFO.SIGNSTREETSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.STOP SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEM E N TEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEME N T EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\PL\PSIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. SIGNYIELDVALVESEWERSIGNINFO.SIGNVAULTELEC.PED.ELEC.METERSIGNILMSIGNINFO.VAULTFIBER LIGHT POLETRAFFICVAULTFIBERVAULTSIGNAL MARKERFIBER ELEC.METERVAULTFIBERPED.TRAFFICSIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGNL\PVAULTELEC.EDGE OF PAVEMENT EDGE OF PAVEMENTSIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\P ELEC.VAULT SIGNPARKING EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTELEC.VAULTELEC.VAULTINFO. SIGN LIMIT SIGNSPEEDSIGN ELEC.PANEL SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED. ELEC.PED.SIGNINFO.SIGNINFO.SIGNELEC.PED.INFO.SIGNTICKETBOOTH ELEC.PED.ELEC.VAULTSIGNPARKINGL\PSIGNPARKINGSIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKINGL\PSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGELEC.PED.ELEC.PANELINFO.SIGN SIGNH\CSIGNH\CEDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVE M E NT EDGE OF PAVEMENT EDGE OF PAVEMENTDUCTVAULTFAAMARKER GENERATORPADBACK FLOWPREVENTERWATERMETEREDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTINFO. SIGNTELE.VAULTELEC.VAULTL\PL\PL\PL\PL\PL\PELEC.VAULTTELE.VAULTELEC.VAULTW\VENCLOSURETELE.VAULTELEC.VAULTSIGNINFO.TELE.MHTELE.MHELEC.MH.L\PELEC.TRANS. INFO. SIGN ELEC.TRANS.SIGNINFO. SIGNL\PL\PL\PSIGNINFO. ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVE GRAVEL DRIVE SPOIL SIGNSTOP SIGNBUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT FENCEFENCEFENCEWALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR KEY MAP 30 30 60 30 N O R T H PROPOSED OPEN CANOPY SIDEWALK (SHEET CP-303 SECTION F.REFER TO NOTE 6) PROPOSED INTERIM ENCLOSED WALKWAY (SHEET CP-303 SECTION F. REFER TO NOTE 6) 450' PH1A CONSTRUCTION FEATURES EXISTING FEATURES PROPOSED PARKING LOT PAVEMENT PROPOSED PH1B CONSTRUCTIONFEATURES PROPOSED ROADWAY PAVEMENT PROPOSED RAISED CROSSWALKS( SHEET CP-563 DETAIL 1) INTERIM WALKWAY ISTO TIE INTO EXISTING TERMINAL FRONT. CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY EXISTING BUILDING AND CANOPY LIMITS AND EXISTING ELEVATIONS BEFORE BEGINNINGANY CONSTRUCTION. 15' SIDEWALK WIDTH INCLUDES CURBDISTANCE EDGE OF 6" HEADER CURB SEE NOTE 4 5' SIDEWALK IS TO TIEINTO EXISTINGSIDEWALK. 10'12' 15' 300' 12' 24' 48' 14.50' 10' 20' 15' PROPOSED CONCRETE SIDEWALKS(SHEET CP-303 SECTION E) 5' MH MH S A N SAN 8"SS 8"SS SAN SAN 8"SS 8"SS 8"SS 8"SS 8"S S 8"SS SAN SA N SA N S A N SA N SAN SAN SAN SAN SAN S A N SA N SA N SAN S A N SAN SAN S A N SAN S A N SAN SAN SAN S AN S A N S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W GAS G AS SAN S G AS GAS GAS GAS GAS G AS GAS G AS GA S GAS GA S G A S W G G G G AS GA S GAS G G AS GAS S S SAN G AS W W S A N W S A N S W W W S A N S A N W SAN 6" P VC SERVICE S S 42" RCP W W WW WWWW W W W W SAN S A N S A N SAN SAN SAN S A N SAN SAN SAN SAN SAN SA N SA N S S S S S S S S S S S S S S S S S S S S W W W W W W 1 1/2" 1 1/2" 1 1/2" 2" WS S S W S S W WW W W W W W W W W W W W W W W W W W W W W W W W W W W W 8" WATER 8" W A TE R 8" W A TER 8" WATER 8" W A TER 8" WATER 8" W A TE R 8" WATER 12" WA T E R 8" WATER 8" WAT ER SAN SAN S S A N S A N SAN SA N S S S 42" RCP S S S S FIREHYDRANT WATER VALVE INV.19.18 INV.19.06 18"RCP STORM MH RIM 22.73 INV. 14.52 INV 14.74INV. 17.78 HEADWALL INV.18.60 HEADW A L L INV. 14.58 INV.12.38 INV.10.78 WINGWALL WINGWALL WALL WINGWALL INV.10.69 INV.10.17 INV.9.99 WING GA S GAS 18"RCP INV.26.23 INV.25.87 JUNCTION BOX WATERVALVE FIREHYDRANT BACK FLOW PREVEN T O R WATERMETER 8"PVC INV.27.17 INV.27.26 RIP-RAP W BACK FLOW PREVE N T E R WATERMETER 15"RCP INV.25.39HEADWALL WATERMETER INV. 15.77 RIM 26.54STORM INLE T INV.18.95INV. INV.25.84 INV.26.00 22.55INV. INV. 20.50INV.20.70 INV. 15.10INV. 18.27 INV. 17.57 18.82 12"RCP INV.26.06 INV.26.4 0 INV. 23.13RIM 25.3 8STORM INLE T INV. 18.83RIM 27.63STORM MANHOLE INV. NO ACCESS RIM 27.11STORM INLET INV. 13.83RIM 26.68STORM INLET GASMETER GASVALVE FIREHYDRANT G A S G AS GAS G AS GAS CONC. HEAD W ALL CONC. HEADWALL CONC. HEA D W ALL CONC. FLUME W\VENCLOSURE W BACK FLOW PREVENTER WATER METER L\P L\P L\P L\P P\P P\P P\P P\P P\P P\P P\P P\P G\W G\W G\WG\W G\WG\W G\W G\W G\W ELEC . VAULT ELEC . VAULT ELEC . BOX SWITCH CABINET AT& T VAULT OVERHEAD LIN E PED.BELLSOUTH AT& T PED E S T A L ELEC . C O N D U I T BLOCK FOOTER L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\PL\P L\P L\PL\B L\PL\BL\B L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P AT&T PEDESTAL L\P P\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P T TELE. PED.ELE C .MH. TELE.MH E ELEC. MH. E ELEC.MH. E ELEC . MH.E ELEC. MH. E TTELE.MH TTELE.MH T TELE. MH T TELE. MH TELE. PED. ELEC. VAULT PANELELEC . L\P L\P VAULTELEC . L\P ELEC . VAULT ELEC . VAULT ELEC . VAULT ELEC. PANEL ELEC . PED. ELEC . PED. ELEC . PED. ELEC . PED. ELEC . PED. ELEC . VAU L T L\P L\P ELEC.PED. ELEC . PANEL DUCT VAULT FAAMARKE R TELE. VAULT ELEC. VAULT L\PL\PL\P L\P L\P L\P ELEC . VAULT TELE. VAULT ELEC . VAULT TELE. VAULT ELEC . VAULT TTELE. MH TTELE. MH ELEC . MH. E L\P ELEC . TRANS. ELEC . TRANS. L\P L\P L\P ET T L\P L\P L\B L\B L\B L\B L\B L\B L\B L\B L\B L\B L\B L\B L\B L\BL\B L\B L\B L\B L\B L\B L\B L\B L\B L\B L\B L\B L\B L\P L\BL\BL\B E E E E E T T T T E E E E E E E E E E E E E E E E E E E E E E E E E E E E E T T T T T T T T T T T T T T T T T TV TV E E T T C T T lp T E E E E E E E E T T T T T T T T T E E E E E E E E T T T T T T T T T T T T T T T T T T T T T T T ABANDONED COMM LINE, VIF ABAND O N E D C O M M LI NE, VIF A A A A A A A A A A A A A A P\P GUYWIRE P\PP\P GUYWIRE T AT&THANDHOLE AT&THANDHOLE TRANSFORMER T T L\P PHONE PED. L\P L\P L\P TRANSFORMER TRANSFORMER COMMUNICATIONS VAULT L\P TRANSFORMER P\P TEM P O RARY S E R V I C E P O LE T T T T T T T T T T T AT& T VAULT L\B L\B L\B L\B L\P L\P L\P L\P L\P L\B L\B L\P L\P PEDESTAL L\B L\B L\B L\B L\P NCD O T R \ W DISK NCDOT R\W D ISK X CUR B LINE CURB LINE CUR B LINE CUR B LINE CURB L I N E CURB LINE X M INFO. SIGN INFO. SIGN LIMIT S I G N SPEED SIGNPARKING LIMIT S I G N SPEE D INFO. SIGN B-9BOR E B-7BORE B-2BORE B-6BOR E B-4BORE INFO . S IGN EXIT SIG N SIGNH\C SIGNH\C SIGNH\C INFO . S IGN INFO . S IGN INFO. SIGN LIMIT SIG N SPE E D INFO . INFO. SIGN INFO . S IGN INFO. SIGN INFO. SIGN INFO. SIGN INFO . S IGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGN C-2 S I G N C-3 S I G N C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIG N B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGN C-4 SIGN C-3 SIGN B-3 SIGN C-2 SIGN B-2 SIGN C-1 SIGN B-1 SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN SIGNSTREET SIGNYIELD SIGNYIEL D SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. STOP SIGN SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO . SIGNINFO . SIGNINFO. SIG N H\C SIG N H\C SIG N H\C SIGNH\C SIG N H\C SIGN H\C SIGNH\CSIG N H\C C-3 SI G N C-3 SI G N C- 4 S IG N C-4 SIGN SIGNPARKING LIMIT S I G N SPEE D SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. SIG NINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN SIGNPAR K I NG SIGNPARK I NG SIGNPARKING SIGNPARKING SIGNPARK I NG SIGNPAR K I NG STOPSIGNPARK I NG SIGNPARK I NGSIGNPARK I NGINFO. SIGN SIGNH\C SIGNH\C INFO. SIGN SIGNINFO. INFO . S IGN SIGN INFO. SIGN SIGNINFO. INFO. SIGN INFO. SIGN LIMIT S I G N SPEED SIGNPARKING LIMIT S I G N SPEE D INFO. SIGN B-9BOR E B-7BORE B-2BORE B-6BOR E B-4BORE INFO . S IGN 5' S IDE WA LK EXIT SIG N CONC R E T E MARKER GRAV E L PARKING CONS T R U C T I ON TRAILER SIGNH\C SIGNH\C SIGNH\C INFO . S IGN INFO . S IGN INFO. SIGN LIMIT SIG N SPE E D INFO . INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGN INFO . S IGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGN C-2 S I G N C-3 S I G N C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIG N B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGN C-4 SIGN C-3 SIGN B-3 SIGN C-2 SIGN B-2 SIGN C-1 SIGN B-1 SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN SIGNSTREET SIGNYIELD SIGNYIEL D SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. STOP SIGN SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO . SIGNINFO . SIGNINFO. SIG N H\C SIG N H\C SIG N H\C SIGNH\C SIG N H\C SIGN H\C SIGNH\CSIG N H\C C-3 SI G N C-3 SI G N C- 4 S IG N C-4 SIGN SIGNPARKING LIMIT S I G N SPEE D SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. SIG NINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN TICKET BOOTH SIGNPAR K I NG SIGNPARK I NG SIGNPARKING SIGNPARKING SIGNPARK I NG SIGNPAR K I NG STOPSIGNPARK I NG SIGNPARK I NGSIGNPARK I NGINFO. SIGN SIGNH\C SIGNH\C GENERATOR PAD INFO. SIGN SIGNINFO. INFO . S IGN SIGN INFO. SIGN SIGNINFO. X X X X X X X X GRAVEL DR I V E X SIGN STOP SIGN BUILDING BUILDING BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLAR D BOLLARD BOLLAR D BOLLARD FFE 28.75 EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMEN T EDGE OF PAVEMENT EDGE OF PAVEMENT WALK CONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAP CONC. TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENT CON C . MH MHMH CONCRETE WALK H\CSIGN CREWCAR GATE FEN C E LOT F A I R P O R T B L V D ARFF ACC E S S R O AD M O D E R N A V I A T I O N A C C E S S R O A D MO D ER N A V IA T ION DRI V E WA Y AIRPO R T BLV D AIR POR T BL VD EMERG ENCY ACCESS RO AD H E W LETT D RIVE TRASK D RIVE TER M INA L HALL DRIVE GARDNER ROAD ARFF A CCE SS RO AD EME RGE NCY A CCESS R OA D T E M P R D W Y AIRPO R T PAR K I NG LOT MO DE RN A V IA T IO N PAR KI N G L OT LOT D LOT C LO T E LOT B LOT A DRIVEDOLAN XX TAX I W AY F P E R IM ETE R R O AD XXXX XX XX XX XX XX INT ER I M TER M I NA L CU R B F RO N T C E LL P H ON E LOT 1 5 2 43 SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ s a m b e r g a \ d 0 5 3 2 9 4 5 \ I L M B P 2 - C S - 3 0 0 . d w g Pl o t t e d b y : S a m b e r g , A n d r e w Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 1 2 : 4 2 P M WILMINGTON INTERNATIONAL AIRPORT N OR T H SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 400200200 200 100% DESIGN 08/09/2024 CS-300 JJL CCR GEOMETRY ALIGNMENT LAYOUT-AIRPORT LONG TERM PARKING LOT OVERALL LEGEND NOTES AGS PH1A CONSTRUCTION FEATURES EXISTING FEATURES PROPOSED PARKING LOT PAVEMENT(SHEET CP-303 SECTION B) PROPOSED RAISED CROSSWALKS( SHEET CP-563 DETAIL 1) PROPOSED CONCRETE SIDEWALKS(SHEET CP-303 SECTION E) PROPOSED PH1B CONSTRUCTIONFEATURES XX PROPOSED WOODEN POST &CABLE FENCE PROPOSED STRUCTURE/BUILDING PROPOSED CONCRETE PAVEMENT(SHEET CP-303 SECTION D) TAX I W AY F P E R I M ETE R R O A D PROPOSED ROADWAY PAVEMENT(SHEET CP-303 SECTION A, SEENOTE 4) PROPOSED AIRSIDE ROADWAYPAVEMENT(SHEET CP-303 SECTION C) PROPOSED INTERIM SHUTTLEDRIVE (SEE SHEET CS-200) PROPOSED OPEN CANOPYSIDEWALK (SEE SHEET CS-200) PROPOSED INTERIM ENCLOSED WALKWAY (SEE SHEET CS-200) 1. EXISTING INFORMATION IS BASED ON: a. JULY 15, 2022 AND JANUARY 12,2024, SURVEY. b. LOT F IS BASED ON OCTOBER 2023 CADDFILE RECEIVED FROM ILM CONSULTANT. c. PH1A DEMO & PROPOSED WORK MAY BE EXISTING, IN PROGRESS OF BEING DEMOLISHED/CONSTRUCTED, OR DEMOLISHED/CONSTRUCTED AT TIME OF BIDDING. 2. ALL GEOMETRY PLAN SHEETS MUST BEPRINTED IN COLOR. 3. REFER TO SHEETS CD-100 THROUGH CD-105FOR GUIDANCE ON DEMOLITION. 4. REFER TO ROADWAY PLAN AND PROFILES FOR GUIDANCE ON ROADWAY GEOMETRY. 5. REFER TO SHEET CP-120 FOR GUIDANCE ON CELL PHONE LOT GEOMETRY. 6. REFER TO SHEET CP-520 FOR CELL PHONE LOT MARKINGS PLAN. 7. REFER TO ARCHITECTURE AND STRUCTURALSHEETS FOR GUIDANCE ON PROPOSEDCANOPIES, BUILDINGS, BUILDING FOUNDATIONS, ETC. 8. REFER TO SHEET CP-200 FOR PROPOSED TAXIWAY F PERIMETER ROAD GEOMETRY. REFER TO SHEET CP-540 FOR TAXIWAY FPERIMETER ROAD PAVEMENT MARKING PLAN. 9. REFER TO SHEET CP-303 FOR PROPOSEDPAVEMENT SECTIONS. 10. REFER TO SHEET CP-530 THROUGH CP-535 FOR LONG TERM PARKING LOT PAVEMENT MARKING PLANS AND BARRICADE GUIDANCE. REFER TO SHEET CP-560 FOR PAVEMENT MARKING DETAILS. 11. REFER TO SHEET CP-320 FOR CROSSWALKAND ISLAND DETAILS. 12. REFER TO FENCING PLAN SHEETS FOR GUIDANCE ON PROPOSED FENCING. 13. ALL CURB AND GUTTER ARE TO BE 2'-6" WIDE. LOT F PARKING LOT EXPANSIONS ARE TO HAVE HEADER CURBS TO MATCH LOT F EXISTING LAYOUT. 14. NORTHING AND EASTING CALLOUTS AREPOINTING TO THE EDGE OF THE ASPHALTPAVING LIMITS,CONCRETE PAVING LIMITS, END POINTS OF RADII CURVES, AND SIDEWALK/RAISED WALKWAY LIMITS. ALL ARC RADII ARE TO BE A RADIUS OF 7' UNLESS OTHERWISE SPECIFIED. 15. LOT F ENTRANCE TRAFFIC DELINEATORS TOBE PLACED PER NCDOT STANDARDS. COLORAND SIZE TO BE APPROVED BY OWNER ANDENGINEER PRIOR TO INSTALLATION. 16. CURB AND GUTTER SHALL BE COORDINATED WITH DRAINAGE AND GRADING PLANS. REVERSE FLOW GUTTER TO BE UTILIZED ON CURBS AS NEEDED TO ALLOW FOR POSITIVE DRAINAGE 1 1 ADDENDUM #1 8/23/2024 SA N SA N SA N SA N SA N SA N SAN SA N SA N SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SA N SA N SA N S A N SA N SA N SA N SAN SA N SA N SA N SA N SA N SAN SA N SAN SAN S A N S A N S A N S A N SAN SAN SAN SAN SAN SAN SAN SAN S S S S S S W W W W W W W W W W SAN SAN SAN SAN G AS G AS GAS G AS GAS GAS GAS GAS G AS GAS GAS GA S GAS GAS GAS GAS G AS G AS G AS GAS GAS GAS GAS G AS GAS G AS G AS G AS GAS GAS G AS G AS G AS GAS W W W W W W W W W G A S G AS GAS GAS G AS S A N S A N S A N W W 42 " R C P W 42 " R C P S GAS GAS G AS G AS G AS GAS GAS G AS GAS GAS L\P L\P ELEC. VAU L T ELE C . BOX L\P L\P L\P L\P L\P L\P L\P L\P T TEL E. PED.ELEC. MH. TELE. MH E ELE C . MH. E T TELE. MH T TEL E. MH PAN EL ELE C . L\P VAU LTELE C . ELEC. PANEL ELE C . TRANS. ELE C . TRANS. E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T UTV UTV E lpT T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T NCDOT R\W D ISK INFO. SI G N EXIT S IG N INFO. SI G N INFO. SI G N INFO. SI G NSTOP SIGN STOP SIGNSTRE ET SIG NYIELD SIGNINFO. SIG NINFO. SIGNINFO. SIGNINFO. INFO. SI G N SIG N INFO. SI G N 5' S I D E W AL K EXIT S IG N GRA VEL PARKING CONST R UCTION TRAIL ER INFO. SI G N INFO. SI G N INFO. SI G NSTOP SIGN STOP SIGNSTRE ET SIG NYIELD SIGNINFO. SIG NINFO. SIGNINFO. SIGNINFO. INFO. SI G N SIG N LEA S E A R E A O THER S AIRPOR T BOU LEVA R D AIRPOR T BOU LEVA R D XX XX XX XX XX XX XX XX XX XX XX XX XX XX 99' TYP.90' TYP. 12'12' 24' 24' C E LL P H ON E LOT AIRPORT BOULEVARD R5' R5' R80' R108' R2' R148' R5' R5'R5'R5' R331' R2' R164' PROPOSEDWOODEN POST &CABLE FENCE, REFER TO NOTE 12, TYP. PROPOSED LOT F ENTRANCEPLAZA. SEE DETAIL D SHEETCP-303 FOR SECTION. REFERTO NOTE 7 FOR CURB ISLAND AND PLAZA EQUIPMENT LAYOUT AND DETAILS. REFER TO SHEETCP-120 FOR CELLPHONE LOT PLAN AND PROFILE PROPOSEDROADWAY PAVEMENT, SEE NOTE 4, TYP. NCDOT PAVEMENTMOUNTED FLEXIBLETRAFFIC DELINEATOR.SEE NOTE 15. 174'27 28 293031 32 33 34 353637 38 39 40 4142 43 44 45 46 47 48 49 50 51 52 53 5455 565758 59 60 6162 63 64 65 66 67 68 69 NCDOT 846.01 2'-6" CURB AND GUTTER (TYP) NCDOT 846.01 9"-12" CONCRETE CURB (TYP) NCDOT 846.01 2'-6" CURB AND GUTTER (TYP) END CURB ANDGUTTER FOR FUTUREASPHALT CONNECTION SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ s a m b e r g a \ d 0 5 3 2 9 4 5 \ I L M B P 2 - C S - 3 0 0 . d w g Pl o t t e d b y : S a m b e r g , A n d r e w Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 1 2 : 4 2 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 N OR T H 100% DESIGN 08/09/2024 INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N)INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) STORM SEWERMANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E) INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N) INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALLSTORM SEWERMANHOLERIM 24.51INV. 15.24 (NW) INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E)INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWERMANHOLERIM 24.21INV. 13.27 (E) INV. 13.26 (W) STORM SEWERYARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W)STORM SEWERMANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W)STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W)STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W)STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W)STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W)STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N) INV. 21.29 (W) INV. 19.71 (E)INV. 18.48 (S) STORM SEWER YARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W)STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W)INV. 15.79INV. 15.91INV. 15.83 Allegh e n y Drive STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S)STORM SEWERCURB INLETRIM 24.50 (EOP)INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP)INV. 13.76 (E)STORM SEWERMANHOLERIM BURIED STORM SEWERMANHOLERIM 23.84INV. 13.35 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S)STORM SEWERYARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W) INV. 19.41 (S) STORM SEWERYARD INLETRIM 27.00INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33INV. 20.17INV. 20.99 INV. 20.37STORM SEWERYARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWER YARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N) INV. 9.74 (S)STORM SEWERMANHOLERIM 25.11INV. 6.52STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPRIP-RAPSTORM SEWERMANHOLERIM 22.71INV. 15.46 (E)INV. 14.39 (S)INV. 14.13 (W)STORM SEWERMANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWER YARD INLETRIM 20.75INV. 7.37 (E)STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N)INV. 17.22 (E)INV. 17.20 (S) STORM SEWER MANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWER YARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90INV. 23.08INV. 24.19RIP-RAPINV. 23.98 STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWERCURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W)RIP-RAPINV. 26.57 INV. 26.37INV. 26.36INV. 25.34INV. 25.07INV. 26.89 RIP-RAPINV. 26.34 STORM SEWER CURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWER CURB INLETEOP 3302INV. 30.71 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLET EOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWER YARD INLETRIM 37.90INV. 33.80 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S) INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W)STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W)STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S) INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWERCURB INLET EOP 38.96INV. 36.08 (E)INV. 35.90 (W) STORM SEWERMANHOLERIM 41.90INV. 38.91 (S) INV. 37.69 (E) INV. 37.47 (W) STORM SEWERMANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEWERMANHOLERIM 42.01INV. 37.67 (W)INV. 37.62 (S)INV. 37.47 (E) STORM SEWERCURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVED OVER)0 STORM SEWERCURB INLETEOP 30.68 INV.26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWERYARD INLETRIM 21.60 INV.13.28 (N) INV.13.29 (S) STORM SEWERMANHOLE RIM 22 . 3 6 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM19.46INV. 15.54 (S) STORM SEWER MANHOLE RIM 22.36 INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S) STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV.12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP) INV. 12.77 (N) INV. 12.75 (E) M STOPINFO. SIGNINFO. SIGNLIMIT SIGNSPEED SIGNPARKINGSIGNPARKING LIMIT SIGNSPEEDINFO. SIGNINFO. SIGN INFO. SIGNINFO. SIGNSIGNSTREETB-9BOREB-7BOREB-2BOREB-6BOREB-4BOREINFO. SIGN EXIT SIGN LIMIT SIGNSPEED SIGNH\CSIGNH\CSIGNH\CINFO. SIGNINFO. SIGNINFO. SIGN LIMIT SIGNSPEEDINFO.INFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNB-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGNC-5 SIGNC-5 SIGNC-5 SIGNB-5 SIGN B-5 SIGNB-5 SIGNB-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGN STOP SIGNSTOP SIGNSTOP SIGNSTOP SIGNSTOP SIGNSTOP SIGNSTOP SIGN STOP SIGN STOPSIGNSTOP SIGN SIGNSTREETSIGNYIELDSIGNYIELDSIGNINFO.SIGNSTREET SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNYIELDSIGNINFO.SIGNILM SIGNINFO.LIGHT POLETRAFFICPED.TRAFFIC SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.STOP SIGNSIGNINFO.SIGNINFO. 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SIGNTELE.VAULTELEC.VAULTL\PL\PL\PL\PL\PL\PELEC.VAULTTELE.VAULTELEC.VAULT W\VENCLOSURE TELE.VAULTELEC.VAULTSIGNINFO.TELE.MHTELE.MHELEC.MH.L\PELEC.TRANS. INFO. SIGNELEC.TRANS.SIGNINFO. SIGNL\PL\PL\PSIGNINFO. ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVEGRAVEL DRIVE SPOIL SIGNSTOP SIGNBUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTFENCEFENCEFENCEWALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 05 KEY MAP CS-301 GEOMETRY ALIGNMENT LAYOUT-AIRPORT LONG TERM PARKING LOT (SHEET 1 OF 6) MA T C H L I N E S E E C S - 3 0 2 MATCHLINE SEE CS-303 LEGEND NOTES JJL CCR AGS PH1A CONSTRUCTION FEATURES EXISTING FEATURES PROPOSED PARKING LOT PAVEMENT(SHEET CP-303 SECTION B) PROPOSED RAISED CROSSWALKS( SHEET CP-563 DETAIL 1) PROPOSED CONCRETE SIDEWALKS(SHEET CP-303 SECTION E) PROPOSED PH1B CONSTRUCTIONFEATURES XX PROPOSED WOODEN POST &CABLE FENCE PROPOSED STRUCTURE/BUILDING PROPOSED CONCRETE PAVEMENT(SHEET CP-303 SECTION D) PROPOSED ROADWAY PAVEMENT(SHEET CP-303 SECTION A, SEENOTE 4) PROPOSED INTERIM SHUTTLEDRIVE (SEE SHEET CS-200) PROPOSED OPEN CANOPYSIDEWALK (SEE SHEET CS-200) PROPOSED INTERIM ENCLOSED WALKWAY (SEE SHEET CS-200) 1. EXISTING INFORMATION IS BASED ON: a. JULY 15, 2022 AND JANUARY 12,2024, SURVEY. b. LOT F IS BASED ON OCTOBER 2023 CADDFILE RECEIVED FROM ILM CONSULTANT. c. PH1A DEMO & PROPOSED WORK MAY BE EXISTING, IN PROGRESS OF BEING DEMOLISHED/CONSTRUCTED, OR DEMOLISHED/CONSTRUCTED AT TIME OF BIDDING. 2. ALL GEOMETRY PLAN SHEETS MUST BE PRINTED IN COLOR. 3. REFER TO SHEETS CD-100 THROUGH CD-105FOR GUIDANCE ON DEMOLITION. 4. REFER TO ROADWAY PLAN AND PROFILES FOR GUIDANCE ON ROADWAY GEOMETRY. 5. REFER TO SHEET CP-120 FOR GUIDANCE ON CELL PHONE LOT GEOMETRY. 6. REFER TO SHEET CP-520 FOR CELL PHONE LOT MARKINGS PLAN. 7. REFER TO ARCHITECTURE AND STRUCTURALSHEETS FOR GUIDANCE ON PROPOSEDCANOPIES, BUILDINGS, BUILDING FOUNDATIONS, ETC. 8. REFER TO SHEET CP-200 FOR PROPOSED TAXIWAY F PERIMETER ROAD GEOMETRY. REFER TO SHEET CP-540 FOR TAXIWAY FPERIMETER ROAD PAVEMENT MARKING PLAN. 9. REFER TO SHEET CP-303 FOR PROPOSEDPAVEMENT SECTIONS. 10. REFER TO SHEET CP-530 THROUGH CP-535 FOR LONG TERM PARKING LOT PAVEMENT MARKING PLANS AND BARRICADE GUIDANCE. REFER TO SHEET CP-560 FOR PAVEMENT MARKING DETAILS. 11. REFER TO SHEET CP-320 FOR CROSSWALKAND ISLAND DETAILS. 12. REFER TO FENCING PLAN SHEETS FOR GUIDANCE ON PROPOSED FENCING. 13. ALL CURB AND GUTTER ARE TO BE 2'-6" WIDE. LOT F PARKING LOT EXPANSIONS ARE TO HAVE HEADER CURBS TO MATCH LOT F EXISTING LAYOUT. 14. NORTHING AND EASTING CALLOUTS AREPOINTING TO THE EDGE OF THE ASPHALTPAVING LIMITS,CONCRETE PAVING LIMITS, END POINTS OF RADII CURVES, AND SIDEWALK/RAISED WALKWAY LIMITS. ALL ARC RADII ARE TO BE A RADIUS OF 7' UNLESS OTHERWISE SPECIFIED. 15. LOT F ENTRANCE TRAFFIC DELINEATORS TOBE PLACED PER NCDOT STANDARDS. COLORAND SIZE TO BE APPROVED BY OWNER ANDENGINEER PRIOR TO INSTALLATION. 16. CURB AND GUTTER SHALL BE COORDINATED WITH DRAINAGE AND GRADING PLANS. REVERSE FLOW GUTTER TO BE UTILIZED ON CURBS AS NEEDED TO ALLOW FOR POSITIVE DRAINAGE 1 1 ADDENDUM #1 8/23/2024 SAN W SAN SAN SAN S G AS GA S G A S W W WW W INV. 10.78 WING WALL WING WALL WALL WING WALL INV. 10.69 INV. 10.17 INV. 9.99 WING L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P E E E E E E E E E E E E E E E E E E E E E E E T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T TE E E E E E E E E E E E E E E E E E E E E E E E E T T T T T T T T T T T T T T T T T T T T T T T T T T T E E E E E E E E E E E E E E E E E E E E E E E E E E E E EEEEE E E E E E EEEEE X X X SIG NH\C SIG NH\C X X X LOT B LOT A TRA DE WINDS DRIV E EMER GEN C Y AC C ESS R OAD XX XX XX XX XX XX XX XX XX XX XX XX XX XX 99' TYP.117' TYP. 12'12'12'12' 24' INT ER I M TER M I NA L CU R B F RO N T R5'R5'R5'R5' R50' R99' R150' R486' R5' R30.5' 12'MIN. CONCRETE ENTRANCE PLAZA. SEEDETAIL D SHEET CP-303 FORSECTION. REFER TO NOTE 7 FORCURB ISLAND AND PLAZAEQUIPMENT LAYOUT AND DETAILS. CANOPY AND ITEMS ASSOCIATED WITH TICKETING ENTRANCE ON INTERM TERMINAL CURBFRONT ARE TO BE INSTALLED IN A FUTUREPHASE. SEE DETAIL B1 SHEET A221FOR GUIDANCE, R5'R5' 1 2 3 4 5 6 7 8 91011 12 1314 15 16 17 181920 21 22 23 24 2526 181 182 NCDOT 846.01 2'-6" CURB AND GUTTER (TYP) NCDOT 846.01 2'-6" CURB AND GUTTER (TYP) 24'64' END CURB ANDGUTTER FOR FUTURE ASPHALT CONNECTION SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ s a m b e r g a \ d 0 5 3 2 9 4 5 \ I L M B P 2 - C S - 3 0 0 . d w g Pl o t t e d b y : S a m b e r g , A n d r e w Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 1 2 : 4 2 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 N OR T H 100% DESIGN 08/09/2024 CS-302 XXX XXX XXX INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N)INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) STORM SEWERMANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E) INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N) INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALLSTORM SEWERMANHOLERIM 24.51INV. 15.24 (NW) INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E)INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWERMANHOLERIM 24.21INV. 13.27 (E) INV. 13.26 (W) STORM SEWERYARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W)STORM SEWERMANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W)STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W)STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W)STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W)STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W)STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N) INV. 21.29 (W) INV. 19.71 (E)INV. 18.48 (S) STORM SEWER YARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W)STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W)INV. 15.79INV. 15.91INV. 15.83 Allegh e n y Drive STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S)STORM SEWERCURB INLETRIM 24.50 (EOP)INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP)INV. 13.76 (E)STORM SEWERMANHOLERIM BURIED STORM SEWERMANHOLERIM 23.84INV. 13.35 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S)STORM SEWERYARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W) INV. 19.41 (S) STORM SEWERYARD INLETRIM 27.00INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33INV. 20.17INV. 20.99 INV. 20.37STORM SEWERYARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWER YARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N) INV. 9.74 (S)STORM SEWERMANHOLERIM 25.11INV. 6.52STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPRIP-RAPSTORM SEWERMANHOLERIM 22.71INV. 15.46 (E)INV. 14.39 (S)INV. 14.13 (W)STORM SEWERMANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWER YARD INLETRIM 20.75INV. 7.37 (E)STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N)INV. 17.22 (E)INV. 17.20 (S) STORM SEWER MANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWER YARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90INV. 23.08INV. 24.19RIP-RAPINV. 23.98 STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWERCURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W)RIP-RAPINV. 26.57 INV. 26.37INV. 26.36INV. 25.34INV. 25.07INV. 26.89 RIP-RAPINV. 26.34 STORM SEWER CURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWER CURB INLETEOP 3302INV. 30.71 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLET EOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWER YARD INLETRIM 37.90INV. 33.80 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S) INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W)STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W)STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S) INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWERCURB INLET EOP 38.96INV. 36.08 (E)INV. 35.90 (W) STORM SEWERMANHOLERIM 41.90INV. 38.91 (S) INV. 37.69 (E) INV. 37.47 (W) STORM SEWERMANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEWERMANHOLERIM 42.01INV. 37.67 (W)INV. 37.62 (S)INV. 37.47 (E) STORM SEWERCURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVED OVER)0 STORM SEWERCURB INLETEOP 30.68 INV.26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWERYARD INLETRIM 21.60 INV.13.28 (N) INV.13.29 (S) STORM SEWERMANHOLE RIM 22 . 3 6 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM19.46INV. 15.54 (S) STORM SEWER MANHOLE RIM 22.36 INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S) STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV.12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP) INV. 12.77 (N) INV. 12.75 (E) M STOPINFO. 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SIGNTELE.VAULTELEC.VAULTL\PL\PL\PL\PL\PL\PELEC.VAULTTELE.VAULTELEC.VAULT W\VENCLOSURE TELE.VAULTELEC.VAULTSIGNINFO.TELE.MHTELE.MHELEC.MH.L\PELEC.TRANS. INFO. SIGNELEC.TRANS.SIGNINFO. SIGNL\PL\PL\PSIGNINFO. ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVEGRAVEL DRIVE SPOIL SIGNSTOP SIGNBUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTFENCEFENCEFENCEWALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 05 KEY MAP GEOMETRY ALIGNMENT LAYOUT-AIRPORT LONG TERM PARKING LOT (SHEET 2 OF 6) MA T C H L I N E S E E C S - 3 0 1 MATCHLINE SEE CS-304 JJL CCR AGS NOTESLEGEND PH1A CONSTRUCTION FEATURES EXISTING FEATURES PROPOSED PARKING LOT PAVEMENT(SHEET CP-303 SECTION B) PROPOSED RAISED CROSSWALKS( SHEET CP-563 DETAIL 1) PROPOSED CONCRETE SIDEWALKS(SHEET CP-303 SECTION E) PROPOSED PH1B CONSTRUCTIONFEATURES XX PROPOSED WOODEN POST &CABLE FENCE PROPOSED STRUCTURE/BUILDING PROPOSED CONCRETE PAVEMENT(SHEET CP-303 SECTION D) PROPOSED ROADWAY PAVEMENT(SHEET CP-303 SECTION A, SEENOTE 4) PROPOSED INTERIM SHUTTLEDRIVE (SEE SHEET CS-200) PROPOSED OPEN CANOPYSIDEWALK (SEE SHEET CS-200) PROPOSED INTERIM ENCLOSED WALKWAY (SEE SHEET CS-200) 1. EXISTING INFORMATION IS BASED ON: a. JULY 15, 2022 AND JANUARY 12,2024, SURVEY. b. LOT F IS BASED ON OCTOBER 2023 CADDFILE RECEIVED FROM ILM CONSULTANT. c. PH1A DEMO & PROPOSED WORK MAY BE EXISTING, IN PROGRESS OF BEING DEMOLISHED/CONSTRUCTED, OR DEMOLISHED/CONSTRUCTED AT TIME OF BIDDING. 2. ALL GEOMETRY PLAN SHEETS MUST BE PRINTED IN COLOR. 3. REFER TO SHEETS CD-100 THROUGH CD-105FOR GUIDANCE ON DEMOLITION. 4. REFER TO ROADWAY PLAN AND PROFILES FOR GUIDANCE ON ROADWAY GEOMETRY. 5. REFER TO SHEET CP-120 FOR GUIDANCE ON CELL PHONE LOT GEOMETRY. 6. REFER TO SHEET CP-520 FOR CELL PHONE LOT MARKINGS PLAN. 7. REFER TO ARCHITECTURE AND STRUCTURALSHEETS FOR GUIDANCE ON PROPOSEDCANOPIES, BUILDINGS, BUILDING FOUNDATIONS, ETC. 8. REFER TO SHEET CP-200 FOR PROPOSED TAXIWAY F PERIMETER ROAD GEOMETRY. REFER TO SHEET CP-540 FOR TAXIWAY FPERIMETER ROAD PAVEMENT MARKING PLAN. 9. REFER TO SHEET CP-303 FOR PROPOSEDPAVEMENT SECTIONS. 10. REFER TO SHEET CP-530 THROUGH CP-535 FOR LONG TERM PARKING LOT PAVEMENT MARKING PLANS AND BARRICADE GUIDANCE. REFER TO SHEET CP-560 FOR PAVEMENT MARKING DETAILS. 11. REFER TO SHEET CP-320 FOR CROSSWALKAND ISLAND DETAILS. 12. REFER TO FENCING PLAN SHEETS FOR GUIDANCE ON PROPOSED FENCING. 13. ALL CURB AND GUTTER ARE TO BE 2'-6" WIDE. LOT F PARKING LOT EXPANSIONS ARE TO HAVE HEADER CURBS TO MATCH LOT F EXISTING LAYOUT. 14. NORTHING AND EASTING CALLOUTS AREPOINTING TO THE EDGE OF THE ASPHALTPAVING LIMITS,CONCRETE PAVING LIMITS, END POINTS OF RADII CURVES, AND SIDEWALK/RAISED WALKWAY LIMITS. ALL ARC RADII ARE TO BE A RADIUS OF 7' UNLESS OTHERWISE SPECIFIED. 15. LOT F ENTRANCE TRAFFIC DELINEATORS TOBE PLACED PER NCDOT STANDARDS. COLORAND SIZE TO BE APPROVED BY OWNER ANDENGINEER PRIOR TO INSTALLATION. 16. CURB AND GUTTER SHALL BE COORDINATED WITH DRAINAGE AND GRADING PLANS. REVERSE FLOW GUTTER TO BE UTILIZED ON CURBS AS NEEDED TO ALLOW FOR POSITIVE DRAINAGE 1 1 ADDENDUM #1 8/23/2024 SAN SAN SAN SAN SAN SAN SAN SAN SAN SA N SA N S A N SAN S S S S S S W W W W W W G AS G A S G AS G A S G AS GA S GA S GAS W W GA S CONC. HEA D W A L L CONC. HEAD WALL CONC. HEADW A LL CONC. FLUME L\P L\P P\P P\P P\P G\W G\W G\W G\W G\W G\W ELE C . VAU LT PED .BEL LSOU T H L\P L\P L\P L\P ELE C . VAU L T T A A A A A A A A A A A A A A INFO. SI G N INFO. SI G N LIM IT SIGN SPEED SIGNPARKING LIM IT S IGN SPEED B-9 BOR E B-7 BOR E B-6 BOR E B-4 BOR E EXIT SIG N LIM I T SIG N SPE E D C-5 SIGN B-5 SIG N B-4 SIGN C-4 SIGN SIGNPAR K I N G INFO. SI G N INFO. SI G N LIM IT SIGN SPEED SIGNPARKING LIM IT S IGN SPEED B-9 BOR E B-7 BOR E B-6 BOR E B-4 BOR E EXIT SIG N LIM I T SIG N SPE E D C-5 SIGN B-5 SIG N B-4 SIGN C-4 SIGN SIGNPAR K I N G A I R P O R T B L V D LOT F H E W LETT D RIVE XX XX XX XX 202' TYP. 24' MIN. 24'MIN. 10' 10' 14' 24' 126' 24' 24' 24' 202' TYP. 24'MIN. R4.5' R5' R5'R5' R5' R5'R5' R5'R5' R5'R5' R5'R5' R5' R5' R4.5'R4.5' R5'R5'R5'R5' R5' R10.5' R22' R24.5' R5'R5' R4.5' TIE-INTO EXISTING SIDEWALK, REFER TO NOTES 3-14, TYP. TIE-INTO EXISTING EDGE OF PAVEMENT, REFER TO NOTES 3-14, TYP. TIE-INTO EXISTINGSIDEWALK, REFER TO NOTES 3-14, TYP. TIE-INTO EXISTING SIDEWALK, REFER TONOTES 3-14, TYP.PROPOSED SHUTTLE STOP, REFER TO NOTE 7, TYP. BARRICADE /PROVIDESEPARATION OFTRAFFIC, TYP. PROPOSED CURB ISLAND. EXISTINGEQUIPMENT FROM ISLAND TO BE REMOVEDTO BE REPLACED ON PROPOSED ISLAND. CONTRACTOR TO WORK WITH OWNER'SPARKING VENDOR TO COORDINATEINSTALLATION AND INTEGRATION OFEQUIPMENT /CONDUITS /BOLLARDS. TIE-INTO EXISTINGEDGE OF PAVEMENT, REFER TO NOTES 3-14, TYP. PROTECT EXISTING ISLAND AS ABLE. EXISTINGEQUIPMENT TO BE RE-ORIENTED TO ALLOW FORENTRANCE CONFIGURATION. CONTRACTOR TO WORK WITH OWNER'S PARKING VENDOR TOCOORDINATE INSTALLATION AND INTEGRATION OFEQUIPMENT/CONDUITS /BOLLARDS. 12' MIN. NCDOT PAVEMENTMOUNTED FLEXIBLE TRAFFIC DELINEATOR. SEE NOTE 15. 59 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 86 87 88 89 90 9192 93 94 95 96 97 98 99 100 101102103 104105106 107 108109 110 111 112 113 114115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 183 184 185 186 187188 189 190 191 192193 194 237 238 239 240 241 242 243244245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 301 302 303 304305 306 307 308309 310 311 312 313 314 315 316 317 318 319 320 321 322 323 324 325 326 327 328 329 330 364365 366 367368 369 370 371 372 373 374375376377378379 380 NCDOT 846.01 2'-6" CURB AND GUTTER (TYP) NCDOT 846.01 2'-6"CURB AND GUTTER. SEE NOTE 16 (TYP) PARKING CURB STOP. SEE DETAIL 5 SHEETCP-560 (TYP) NCDOT 848.06CURB RAMP (TYP) BUS SHELTER SIDEWALK TO TIE INTO ASPHALT ELEVATION FLUSH. SEELANDSCAPING PLAN FOR PAVEMENT DETAILS TRANSITION CURB ANDGUTTER. 6" CURB TO FLUSHWITH SIDEWALK, TYP. BOLLARDS, DECORATIVE LIGHT POLES ANDSECURITY POLES. INSTALL FOUNDATIONSPER MANUFACTURER RECOMMENDATIONS. SEE NOTE 7 (TYP) NCDOT 846.01 2'-6" CURB AND GUTTER. SEE NOTE 16 (TYP) NCDOT 846.01 2'-6" CURB AND GUTTER. SEE NOTE 16 (TYP) RAISED CROSSWALK. SEE DETAIL 1 SHEET CP-563 (TYP) TIE INTO EXISTINGASPHALT PAVEMENT (TYP) ADA ACCESSIBLEPARKING. ASPHALT TO TIE INTO CONCRETE SIDEWALKS FLUSH (TYP) END CURB AND GUTTER FOR FUTUREASPHALT CONNECTION SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ s a m b e r g a \ d 0 5 3 2 9 4 5 \ I L M B P 2 - C S - 3 0 0 . d w g Pl o t t e d b y : S a m b e r g , A n d r e w Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 1 2 : 4 2 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 N OR T H 100% DESIGN 08/09/2024 CS-303 XXX XXX XXX INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N)INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) STORM SEWERMANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E) INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N) INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALLSTORM SEWERMANHOLERIM 24.51INV. 15.24 (NW) INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E)INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWERMANHOLERIM 24.21INV. 13.27 (E) INV. 13.26 (W) STORM SEWERYARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W)STORM SEWERMANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W)STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W)STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W)STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W)STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W)STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N) INV. 21.29 (W) INV. 19.71 (E)INV. 18.48 (S) STORM SEWER YARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W)STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W)INV. 15.79INV. 15.91INV. 15.83 Allegh e n y Drive STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S)STORM SEWERCURB INLETRIM 24.50 (EOP)INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP)INV. 13.76 (E)STORM SEWERMANHOLERIM BURIED STORM SEWERMANHOLERIM 23.84INV. 13.35 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S)STORM SEWERYARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W) INV. 19.41 (S) STORM SEWERYARD INLETRIM 27.00INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33INV. 20.17INV. 20.99 INV. 20.37STORM SEWERYARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWER YARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N) INV. 9.74 (S)STORM SEWERMANHOLERIM 25.11INV. 6.52STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPRIP-RAPSTORM SEWERMANHOLERIM 22.71INV. 15.46 (E)INV. 14.39 (S)INV. 14.13 (W)STORM SEWERMANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWER YARD INLETRIM 20.75INV. 7.37 (E)STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N)INV. 17.22 (E)INV. 17.20 (S) STORM SEWER MANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWER YARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90INV. 23.08INV. 24.19RIP-RAPINV. 23.98 STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWERCURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W)RIP-RAPINV. 26.57 INV. 26.37INV. 26.36INV. 25.34INV. 25.07INV. 26.89 RIP-RAPINV. 26.34 STORM SEWER CURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWER CURB INLETEOP 3302INV. 30.71 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLET EOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWER YARD INLETRIM 37.90INV. 33.80 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S) INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W)STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W)STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S) INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWERCURB INLET EOP 38.96INV. 36.08 (E)INV. 35.90 (W) STORM SEWERMANHOLERIM 41.90INV. 38.91 (S) INV. 37.69 (E) INV. 37.47 (W) STORM SEWERMANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEWERMANHOLERIM 42.01INV. 37.67 (W)INV. 37.62 (S)INV. 37.47 (E) STORM SEWERCURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVED OVER)0 STORM SEWERCURB INLETEOP 30.68 INV.26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWERYARD INLETRIM 21.60 INV.13.28 (N) INV.13.29 (S) STORM SEWERMANHOLE RIM 22 . 3 6 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM19.46INV. 15.54 (S) STORM SEWER MANHOLE RIM 22.36 INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S) STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV.12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP) INV. 12.77 (N) INV. 12.75 (E) M STOPINFO. 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SIGNTELE.VAULTELEC.VAULTL\PL\PL\PL\PL\PL\PELEC.VAULTTELE.VAULTELEC.VAULT W\VENCLOSURE TELE.VAULTELEC.VAULTSIGNINFO.TELE.MHTELE.MHELEC.MH.L\PELEC.TRANS. INFO. SIGNELEC.TRANS.SIGNINFO. SIGNL\PL\PL\PSIGNINFO. ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVEGRAVEL DRIVE SPOIL SIGNSTOP SIGNBUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTFENCEFENCEFENCEWALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 05 KEY MAP GEOMETRY ALIGNMENT LAYOUT-AIRPORT LONG TERM PARKING LOT (SHEET 3 OF 6) MA T C H L I N E S E E C S - 3 0 4 MATCHLINE SEE CS-301 MATCHLINE SEE CS-305 JJL CCR AGS NOTES 1. EXISTING INFORMATION IS BASED ON: a. JULY 15, 2022 AND JANUARY 12,2024, SURVEY. b. LOT F IS BASED ON OCTOBER 2023 CADDFILE RECEIVED FROM ILM CONSULTANT. c. PH1A DEMO & PROPOSED WORK MAY BE EXISTING, IN PROGRESS OF BEING DEMOLISHED/CONSTRUCTED, OR DEMOLISHED/CONSTRUCTED AT TIME OF BIDDING. 2. ALL GEOMETRY PLAN SHEETS MUST BE PRINTED IN COLOR. 3. REFER TO SHEETS CD-100 THROUGH CD-105FOR GUIDANCE ON DEMOLITION. 4. REFER TO ROADWAY PLAN AND PROFILES FOR GUIDANCE ON ROADWAY GEOMETRY. 5. REFER TO SHEET CP-120 FOR GUIDANCE ON CELL PHONE LOT GEOMETRY. 6. REFER TO SHEET CP-520 FOR CELL PHONE LOT MARKINGS PLAN. 7. REFER TO ARCHITECTURE AND STRUCTURALSHEETS FOR GUIDANCE ON PROPOSEDCANOPIES, BUILDINGS, BUILDING FOUNDATIONS, ETC. 8. REFER TO SHEET CP-200 FOR PROPOSED TAXIWAY F PERIMETER ROAD GEOMETRY. REFER TO SHEET CP-540 FOR TAXIWAY FPERIMETER ROAD PAVEMENT MARKING PLAN. 9. REFER TO SHEET CP-303 FOR PROPOSEDPAVEMENT SECTIONS. 10. REFER TO SHEET CP-530 THROUGH CP-535 FOR LONG TERM PARKING LOT PAVEMENT MARKING PLANS AND BARRICADE GUIDANCE. REFER TO SHEET CP-560 FOR PAVEMENT MARKING DETAILS. 11. REFER TO SHEET CP-320 FOR CROSSWALKAND ISLAND DETAILS. 12. REFER TO FENCING PLAN SHEETS FOR GUIDANCE ON PROPOSED FENCING. 13. ALL CURB AND GUTTER ARE TO BE 2'-6" WIDE. LOT F PARKING LOT EXPANSIONS ARE TO HAVE HEADER CURBS TO MATCH LOT F EXISTING LAYOUT. 14. NORTHING AND EASTING CALLOUTS AREPOINTING TO THE EDGE OF THE ASPHALTPAVING LIMITS,CONCRETE PAVING LIMITS, END POINTS OF RADII CURVES, AND SIDEWALK/RAISED WALKWAY LIMITS. ALL ARC RADII ARE TO BE A RADIUS OF 7' UNLESS OTHERWISE SPECIFIED. 15. LOT F ENTRANCE TRAFFIC DELINEATORS TOBE PLACED PER NCDOT STANDARDS. COLORAND SIZE TO BE APPROVED BY OWNER ANDENGINEER PRIOR TO INSTALLATION. 16. CURB AND GUTTER SHALL BE COORDINATED WITH DRAINAGE AND GRADING PLANS. REVERSE FLOW GUTTER TO BE UTILIZED ON CURBS AS NEEDED TO ALLOW FOR POSITIVE DRAINAGE LEGEND PH1A CONSTRUCTION FEATURES EXISTING FEATURES PROPOSED PARKING LOT PAVEMENT(SHEET CP-303 SECTION B) PROPOSED RAISED CROSSWALKS( SHEET CP-563 DETAIL 1) PROPOSED CONCRETE SIDEWALKS(SHEET CP-303 SECTION E) PROPOSED PH1B CONSTRUCTIONFEATURES XX PROPOSED WOODEN POST &CABLE FENCE PROPOSED STRUCTURE/BUILDING PROPOSED CONCRETE PAVEMENT(SHEET CP-303 SECTION D) PROPOSED ROADWAY PAVEMENT(SHEET CP-303 SECTION A, SEENOTE 4) PROPOSED INTERIM SHUTTLEDRIVE (SEE SHEET CS-200) PROPOSED OPEN CANOPYSIDEWALK (SEE SHEET CS-200) PROPOSED INTERIM ENCLOSED WALKWAY (SEE SHEET CS-200) 1 1 ADDENDUM #1 8/23/2024 SA N SAN SAN SAN SAN SAN SAN S A N S A N S A N S A N S A N S A N SA N S A N SA N SAN SAN SA N SAN SAN SAN SA N SAN SAN SAN S A N S A N S A N S A N SAN S A N S S S S S W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W G AS GAS G AS GA S G AS G AS G A S GA S GA S GA S G A S G AS G AS GA S GAS GAS GAS W W W W W W W W W W W W W SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN S S W\V ENC L O S U R E L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\PL\B L\P L\B L\B L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P ELEC. VAU LT ELEC. VAU L T ELEC. PED . ELEC. PED . ELEC. PED. ELE C . PED. ELEC. PED . ELE C . VAU L T L\P TEL E. VAU LT ELE C . VAU LT T TELE. MH T TELE. MH ELEC. MH. E L\B L\B L\B L\B L\B L\B L\B L\B L\B L\B L\B L\B L\B L\BL\B L\B L\B L\B L\B L\B L\B L\B L\B L\B L\B L\B L\B L\P L\BL\BL\B E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T TV TV E T T T T T T T T T T T L\B L\B L\B L\B L\P L\P L\P L\P L\P L\B L\B L\P L\P L\B L\B L\B L\B L\P X X CU R B LI N E CU R B LIN E X X X X X X X SIG NH\C SIG NH\C SIG NH\C INFO. SI G N INFO. S IGN INFO. SI G N INFO. SI G N B-5 SIG N B - 4 S I G N B - 3 S I G N B - 2 S I G N B - 1 S I G N C-1 S I G N C-2 S IG N C-3 S IG N C-4 S IG N C-5 SIGN C-5 SIGN B-5 S I G N B-5 SIGN B-4 SI G N B-3 S IGNB-3 S IGN B-4 SIGN B-4 SIGN C-4 SIGN C-3 SIGN B-3 SIGN C-2 SIGN B-2 SIGN C-1 SIGN B-1 SIGN S I G N H \ C SI GN H\ C SI G N H\ C SIGNH\C S I G N H \ C SIG N H\C SI G N H\C SIG N H \ C C - 3 S IG N C-3 SIG N C - 4 SIG N C- 4 S I G N LIM IT S IGN SPEED SIG NINF O. SIG NINF O. SIG NINFO. SIG NINF O. SIG NINFO. SIGNINF O . SIGNINFO. SIG NINFO. SIG NINF O. INFO . SIG N INF O. SIGN SIGNPARKING SIGNINFO. INFO. SI G N SIGNINFO. SIG NH\C SIG NH\C SIG NH\C INFO. SI G N INFO. S IGN INFO. SI G N INFO. SI G N B-5 SIG N B - 4 S I G N B - 3 S I G N B - 2 S I G N B - 1 S I G N C-1 S I G N C-2 S IG N C-3 S IG N C-4 S IG N C-5 SIGN C-5 SIGN B-5 S I G N B-5 SIGN B-4 SI G N B-3 S IGNB-3 S IGN B-4 SIGN B-4 SIGN C-4 SIGN C-3 SIGN B-3 SIGN C-2 SIGN B-2 SIGN C-1 SIGN B-1 SIGN S I G N H \ C SI GN H\ C SI G N H\ C SIGNH\C S I G N H \ C SIG N H\C SI G N H\C SIG N H \ C C - 3 S IG N C-3 SIG N C - 4 SIG N C- 4 S I G N LIM IT S IGN SPEED SIG NINF O. SIG NINF O. SIG NINFO. SIG NINF O. SIG NINFO. SIGNINF O . SIGNINFO. SIG NINFO. SIG NINF O. INFO . SIG N INF O. SIGN TICKET BOO T H SIGNPARKING SIGNINFO. INFO. SI G N SIGNINFO. FEN C E LOT D LOT C AI RPORT BOULEVARD TER M INA L XX 229' TYP. 24'TYP. 24' TYP. 24'TYP. 24'TYP. 10' 10' 14' 24' 24' 24' 24' INT ER I M TER M I NA L CU R B F RO N T PROPOSED SHUTTLE STOP, REFER TO NOTE 4, TYP. R4.5'R4.5' R4.5'R4.5' R5' R5'R5'R5' 24' MIN.INTERIMCURBSIDE/ INTERIM SHUTTLE DRIVE/ INTERIM ENCLOSED WALKWAY, REFER TO SHEET CS-200FOR GEOMETRY. BARRICADE /PROVIDESEPARATION OFTRAFFIC, TYP. 138 139 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 178 179180 195 196 197 198 199200201202 203 204 205 206 207208 209 210 211 212 213 214 215216 217 218219 220 221222 223 224225 226 227228 230231232 233 234 235236 260 261 262 263 264 265 266 267 268 269 270 271 272 273 275 276 277 278 279 280 281 282 283 284 286287 288 289 290 291 292293 294 295 296 297 298 299 300 331 332 333 334 335 336 337 338 339 340 341 342 343344345346 347 348 349 350 351 352 353 354 355356 357 358359 360 361 362 363 ADA ACCESSIBLE PARKING.ASPHALT TO TIE INTO CONCRETESIDEWALKS FLUSH (TYP) TRANSITION CURB AND GUTTER. 6" CURB TO FLUSHWITH SIDEWALK, TYP. PARKING CURB STOP. SEE DETAIL 5 SHEET CP-560 (TYP) SEE LANDSCAPING PLAN FOR SIDEWALK DETAILS AND LANDSCAPING REQUIREMENTS 229' TYP. 24' NCDOT 846.01 2'-6" CURB AND GUTTER.SEE NOTE 16 (TYP) NCDOT 848.06 CURB RAMP (TYP) NCDOT 848.06CURB RAMP (TYP) NCDOT 848.06 CURB RAMP (TYP) NCDOT 846.01 2'-6" CURB AND GUTTER. SEE NOTE 16 (TYP) TRANSITION CURB AND GUTTER. 6" CURB TO FLUSH WITH SIDEWALK, TYP. END CURB ANDGUTTER FOR FUTURE ASPHALT CONNECTION NCDOT 846.01 2'-6"CURB AND GUTTER. SEE NOTE 16 (TYP) NCDOT 846.01 2'-6" CURB AND GUTTER.SEE NOTE 16 (TYP) BUS SHELTER SIDEWALK TO TIE INTO ASPHALT ELEVATION FLUSH. SEE LANDSCAPING PLAN FOR PAVEMENT DETAILS BOLLARDS, DECORATIVE LIGHT POLES ANDSECURITY POLES. INSTALL FOUNDATIONSPER MANUFACTURER RECOMMENDATIONS.SEE NOTE 7 (TYP) 24' 24' 24' RAISEDCROSSWALK. SEEDETAIL 1 SHEET CP-563 (TYP) SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ s a m b e r g a \ d 0 5 3 2 9 4 5 \ I L M B P 2 - C S - 3 0 0 . d w g Pl o t t e d b y : S a m b e r g , A n d r e w Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 1 2 : 4 3 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 N OR T H 100% DESIGN 08/09/2024 CS-304 XXX XXX XXX INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N)INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) STORM SEWERMANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E) INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N) INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALLSTORM SEWERMANHOLERIM 24.51INV. 15.24 (NW) INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E)INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWERMANHOLERIM 24.21INV. 13.27 (E) INV. 13.26 (W) STORM SEWERYARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W)STORM SEWERMANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W)STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W)STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W)STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W)STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W)STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N) INV. 21.29 (W) INV. 19.71 (E)INV. 18.48 (S) STORM SEWER YARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W)STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W)INV. 15.79INV. 15.91INV. 15.83 Allegh e n y Drive STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S)STORM SEWERCURB INLETRIM 24.50 (EOP)INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP)INV. 13.76 (E)STORM SEWERMANHOLERIM BURIED STORM SEWERMANHOLERIM 23.84INV. 13.35 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S)STORM SEWERYARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W) INV. 19.41 (S) STORM SEWERYARD INLETRIM 27.00INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33INV. 20.17INV. 20.99 INV. 20.37STORM SEWERYARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWER YARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N) INV. 9.74 (S)STORM SEWERMANHOLERIM 25.11INV. 6.52STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPRIP-RAPSTORM SEWERMANHOLERIM 22.71INV. 15.46 (E)INV. 14.39 (S)INV. 14.13 (W)STORM SEWERMANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWER YARD INLETRIM 20.75INV. 7.37 (E)STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N)INV. 17.22 (E)INV. 17.20 (S) STORM SEWER MANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWER YARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90INV. 23.08INV. 24.19RIP-RAPINV. 23.98 STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWERCURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W)RIP-RAPINV. 26.57 INV. 26.37INV. 26.36INV. 25.34INV. 25.07INV. 26.89 RIP-RAPINV. 26.34 STORM SEWER CURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWER CURB INLETEOP 3302INV. 30.71 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLET EOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWER YARD INLETRIM 37.90INV. 33.80 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S) INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W)STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W)STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S) INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWERCURB INLET EOP 38.96INV. 36.08 (E)INV. 35.90 (W) STORM SEWERMANHOLERIM 41.90INV. 38.91 (S) INV. 37.69 (E) INV. 37.47 (W) STORM SEWERMANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEWERMANHOLERIM 42.01INV. 37.67 (W)INV. 37.62 (S)INV. 37.47 (E) STORM SEWERCURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVED OVER)0 STORM SEWERCURB INLETEOP 30.68 INV.26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWERYARD INLETRIM 21.60 INV.13.28 (N) INV.13.29 (S) STORM SEWERMANHOLE RIM 22 . 3 6 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM19.46INV. 15.54 (S) STORM SEWER MANHOLE RIM 22.36 INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S) STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV.12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP) INV. 12.77 (N) INV. 12.75 (E) M STOPINFO. SIGNINFO. SIGNLIMIT SIGNSPEED SIGNPARKINGSIGNPARKING LIMIT SIGNSPEEDINFO. SIGNINFO. SIGN INFO. SIGNINFO. SIGNSIGNSTREETB-9BOREB-7BOREB-2BOREB-6BOREB-4BOREINFO. SIGN EXIT SIGN LIMIT SIGNSPEED SIGNH\CSIGNH\CSIGNH\CINFO. SIGNINFO. SIGNINFO. SIGN LIMIT SIGNSPEEDINFO.INFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNB-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGNC-5 SIGNC-5 SIGNC-5 SIGNB-5 SIGN B-5 SIGNB-5 SIGNB-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGN STOP SIGNSTOP SIGNSTOP SIGNSTOP SIGNSTOP SIGNSTOP SIGNSTOP SIGN STOP SIGN STOPSIGNSTOP SIGN SIGNSTREETSIGNYIELDSIGNYIELDSIGNINFO.SIGNSTREET SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNYIELDSIGNINFO.SIGNILM SIGNINFO.LIGHT POLETRAFFICPED.TRAFFIC SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.STOP SIGNSIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGNSIGNPARKING INFO. SIGN LIMIT SIGNSPEEDSIGNSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO.SIGN SIGNPARKINGSIGNPARKINGSIGNPARKINGSIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKING STOPSIGNPARKINGSIGNPARKINGSIGNPARKINGINFO.SIGNSIGNH\CSIGNH\CINFO. SIGNSIGNINFO.INFO. SIGNSIGNINFO. SIGNSIGNINFO.L\PL\P L\PL\PP\PP\PP\PP\PP\PP\PP\PP\P G\WG\W G\WG\WG\WG\WG\WG\WG\WSTOP ELEC.VAULTINFO. SIGNINFO. SIGNLIMIT SIGNSPEED SIGNPARKINGSIGNPARKING LIMIT SIGNSPEEDINFO. SIGNINFO. SIGNELEC.VAULTINFO. SIGNINFO. SIGNSIGNSTREETELEC.BOXB-9BOREB-7BORESWITCHCABINETB-2BOREB-6BOREAT&TVAULTB-4BOREINFO. SIGN OVERHEAD LINEEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT5' SIDEWALK EXIT SIGNPED.BELLSOUTHCONCRETEMARKER LIMIT SIGNSPEEDPEDESTAL AT&TPEDESTALELEC. 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SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\PELEC.VAULTSIGNPARKING EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTELEC.VAULTELEC.VAULTINFO. SIGN LIMIT SIGNSPEEDSIGNELEC.PANELSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.ELEC.PED.ELEC.PED.SIGNINFO.SIGNINFO.SIGNELEC.PED.INFO.SIGNTICKETBOOTH ELEC.PED.ELEC.VAULTSIGNPARKING L\PSIGNPARKINGSIGNPARKINGSIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKINGL\PSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGELEC.PED.ELEC.PANELINFO.SIGNSIGNH\CSIGNH\CEDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEME N T EDGE OF PAVEM E NT EDGE OF PAVEMENT EDGE OF PAVEMENTDUCTVAULTFAAMARKERGENERATORPADBACK FLOWPREVENTER WATERMETEREDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTINFO. SIGNTELE.VAULTELEC.VAULTL\PL\PL\PL\PL\PL\PELEC.VAULTTELE.VAULTELEC.VAULT W\VENCLOSURE TELE.VAULTELEC.VAULTSIGNINFO.TELE.MHTELE.MHELEC.MH.L\PELEC.TRANS. INFO. SIGNELEC.TRANS.SIGNINFO. SIGNL\PL\PL\PSIGNINFO. ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVEGRAVEL DRIVE SPOIL SIGNSTOP SIGNBUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTFENCEFENCEFENCEWALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 05 KEY MAP GEOMETRY ALIGNMENT LAYOUT-AIRPORT LONG TERM PARKING LOT (SHEET 4 OF 6) MA T C H L I N E S E E C S - 3 0 3 MATCHLINE SEE CS-302 MATCHLINE SEE CS-305 JJL CCR AGS NOTESLEGEND PH1A CONSTRUCTION FEATURES EXISTING FEATURES PROPOSED PARKING LOT PAVEMENT(SHEET CP-303 SECTION B) PROPOSED RAISED CROSSWALKS( SHEET CP-563 DETAIL 1) PROPOSED CONCRETE SIDEWALKS(SHEET CP-303 SECTION E) PROPOSED PH1B CONSTRUCTIONFEATURES XX PROPOSED WOODEN POST &CABLE FENCE PROPOSED STRUCTURE/BUILDING PROPOSED CONCRETE PAVEMENT(SHEET CP-303 SECTION D) PROPOSED ROADWAY PAVEMENT(SHEET CP-303 SECTION A, SEENOTE 4) PROPOSED INTERIM SHUTTLEDRIVE (SEE SHEET CS-200) PROPOSED OPEN CANOPYSIDEWALK (SEE SHEET CS-200) PROPOSED INTERIM ENCLOSED WALKWAY (SEE SHEET CS-200) 1. EXISTING INFORMATION IS BASED ON: a. JULY 15, 2022 AND JANUARY 12,2024, SURVEY. b. LOT F IS BASED ON OCTOBER 2023 CADDFILE RECEIVED FROM ILM CONSULTANT. c. PH1A DEMO & PROPOSED WORK MAY BE EXISTING, IN PROGRESS OF BEING DEMOLISHED/CONSTRUCTED, OR DEMOLISHED/CONSTRUCTED AT TIME OF BIDDING. 2. ALL GEOMETRY PLAN SHEETS MUST BE PRINTED IN COLOR. 3. REFER TO SHEETS CD-100 THROUGH CD-105FOR GUIDANCE ON DEMOLITION. 4. REFER TO ROADWAY PLAN AND PROFILES FOR GUIDANCE ON ROADWAY GEOMETRY. 5. REFER TO SHEET CP-120 FOR GUIDANCE ON CELL PHONE LOT GEOMETRY. 6. REFER TO SHEET CP-520 FOR CELL PHONE LOT MARKINGS PLAN. 7. REFER TO ARCHITECTURE AND STRUCTURALSHEETS FOR GUIDANCE ON PROPOSEDCANOPIES, BUILDINGS, BUILDING FOUNDATIONS, ETC. 8. REFER TO SHEET CP-200 FOR PROPOSED TAXIWAY F PERIMETER ROAD GEOMETRY. REFER TO SHEET CP-540 FOR TAXIWAY FPERIMETER ROAD PAVEMENT MARKING PLAN. 9. REFER TO SHEET CP-303 FOR PROPOSEDPAVEMENT SECTIONS. 10. REFER TO SHEET CP-530 THROUGH CP-535 FOR LONG TERM PARKING LOT PAVEMENT MARKING PLANS AND BARRICADE GUIDANCE. REFER TO SHEET CP-560 FOR PAVEMENT MARKING DETAILS. 11. REFER TO SHEET CP-320 FOR CROSSWALKAND ISLAND DETAILS. 12. REFER TO FENCING PLAN SHEETS FOR GUIDANCE ON PROPOSED FENCING. 13. ALL CURB AND GUTTER ARE TO BE 2'-6" WIDE. LOT F PARKING LOT EXPANSIONS ARE TO HAVE HEADER CURBS TO MATCH LOT F EXISTING LAYOUT. 14. NORTHING AND EASTING CALLOUTS AREPOINTING TO THE EDGE OF THE ASPHALTPAVING LIMITS,CONCRETE PAVING LIMITS, END POINTS OF RADII CURVES, AND SIDEWALK/RAISED WALKWAY LIMITS. ALL ARC RADII ARE TO BE A RADIUS OF 7' UNLESS OTHERWISE SPECIFIED. 15. LOT F ENTRANCE TRAFFIC DELINEATORS TOBE PLACED PER NCDOT STANDARDS. COLORAND SIZE TO BE APPROVED BY OWNER ANDENGINEER PRIOR TO INSTALLATION. 16. CURB AND GUTTER SHALL BE COORDINATED WITH DRAINAGE AND GRADING PLANS. REVERSE FLOW GUTTER TO BE UTILIZED ON CURBS AS NEEDED TO ALLOW FOR POSITIVE DRAINAGE 1 1 ADDENDUM #1 8/23/2024 MH S A N S A N S A N SA N SA N SA N SA N S A N SA N SA N SAN S A N S A N S A N S A N SAN SAN SAN SAN SAN SAN SAN SAN S S S S S S W W W W W W W W W W W GAS GAS GAS GA S G A S G A S G A S GAS GAS GAS W W W W W W G G GAS G AS G AS G AS G AS GA S GA S GA S GAS GAS GAS GAS G GA S GA S GAS GA S GAS S SAN SA N S A N S A N SA N SA N SA N SAN SAN S A N S A N S A N S A N SAN SAN SAN SAN W W W W W W W SAN SAN SA N SA N SA N S A N S A N SAN SAN SAN S S W W W W W SAN SANW W W S A N W W W W GA S GA S GAS GAS GAS GAS GA S GAS 18"RCP INV . 26.23 INV. 25.87 JUNCTION BO X WATER VALV E FIRE HYDRANT BACK F LOW PREVENTOR WATE R METER 8"PVC INV. 27.17 INV. 27.26 RIP-RAP W BACK FLOW PREVE N TER WATER METE R 15"R CP INV.25.39HEADWALL WATER METER GA S P\P P\P P\P G\W G\W SWI T C H CABINET AT& T VAU L T OVERH E AD LINE AT&T PED EST AL L\P L\P L\P L\P L\P L\P L\P L\P AT& T PEDESTAL L\P L\P L\P L\P ELEC.PED. ELEC. PAN E L L\P E E T T T T C T P\P GUY WIRE P\P P\P GUYWIRE T T T T T T T T T T T T AT&T HANDHO L E AT&T HANDHO L E TRANSFORM E R T T T T T T T TT T T T T T L\P PHONE PED. L\P L\P L\P TRANSFORMER AT& T VAU L T PED EST AL C U R B L I N E C U R B LIN E B-2 BOR E INFO. SIGN INFO. INFO. SIGN INFO. SIGN C-5 SIGNLIM IT S IGN SPEED SIGN SIG NPAR KIN G SIGNPAR KINGSIGNPAR KIN GINF O. SIGN SIGNH\C SIGNH\C B-2 BOR E INFO. SIGN CON C R E TE MARKER INFO. INFO. SIGN INFO. SIGN C-5 SIGNLIM IT S IGN SPEED SIGN SIG NPAR KIN G SIGNPAR KINGSIGNPAR KIN GINF O. SIGN SIGNH\C SIGNH\C X X X X X X X X X X X X X X X X X SIG N STOP SIGN MH MH MH CONCRETE WALK H\CSIGN CREWCAR X M O D E R N A V I A T I O N A C C E S S R O A D MOD E R N A V IA T ION D R IV E WA Y AIRPO RT BO ULEVARD ARFF ACCESS ROAD T E M P R D W Y M ODE RN A V I A T I ON P A RK I NG LOT LOT E AIRPORT BOULEVARD DOLAN DRIVE HE WLETT DR I VE TRASK DRIVE XXXXXXXXXXXXXXXX XX XX XX XX XXXXXXXXXXXX 12' 12' 12' 12' 12' 12' 18' 24' MIN. 12' 12' INT ER I M TER M I NA L CU R B F RO N T 5' R75' R75' R25' R5' R24.5' R30.5' R25' R25' PROPOSED ADMIN BUILDING FOOTPRINT, REFER TO NOTE 7 PROPOSEDWOODEN POST & CABLE FENCE, REFER TO NOTE 12, TYP. CONCRETE EXIT PLAZA. SEE DETAIL D SHEET CP-303 FORSECTION. REFER TO NOTE 7FOR CURB ISLAND ANDPLAZA EQUIPMENT LAYOUTAND DETAILS. PROPOSED NCDOT TYPE 2 CURB RAMP. 140141 160 161162 163 164165 166 167 168 169 170 171172 173174 175 176 177 CURB RAMP 6.5' TIE INTO EXISTINGASPHALT, CURBAND GUTTER (TYP). TIE INTO EXISTINGASPHALT, CURBAND GUTTER (TYP). NCDOT 846.01 2'-6"CURB AND GUTTER.SEE NOTE 16 (TYP) NCDOT 846.01 2'-6" CURB AND GUTTER. SEE NOTE 16 (TYP) TIE INTO EXISTINGASPHALT, CURBAND GUTTER (TYP). GATE ARM AND OPERATOR.SEE ELECTRICAL SERIES FOR ADDITIONAL INFORMATION NCDOT 846.01 2'-6"CURB AND GUTTER.SEE NOTE 16 (TYP) SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ s a m b e r g a \ d 0 5 3 2 9 4 5 \ I L M B P 2 - C S - 3 0 0 . d w g Pl o t t e d b y : S a m b e r g , A n d r e w Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 1 2 : 4 3 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 N OR T H 100% DESIGN 08/09/2024 CS-305 XXX XXX XXX INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N)INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) STORM SEWERMANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E) INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N) INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALLSTORM SEWERMANHOLERIM 24.51INV. 15.24 (NW) INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E)INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWERMANHOLERIM 24.21INV. 13.27 (E) INV. 13.26 (W) STORM SEWERYARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W)STORM SEWERMANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W)STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W)STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W)STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W)STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W)STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N) INV. 21.29 (W) INV. 19.71 (E)INV. 18.48 (S) STORM SEWER YARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W)STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W)INV. 15.79INV. 15.91INV. 15.83 Allegh e n y Drive STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S)STORM SEWERCURB INLETRIM 24.50 (EOP)INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP)INV. 13.76 (E)STORM SEWERMANHOLERIM BURIED STORM SEWERMANHOLERIM 23.84INV. 13.35 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S)STORM SEWERYARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W) INV. 19.41 (S) STORM SEWERYARD INLETRIM 27.00INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33INV. 20.17INV. 20.99 INV. 20.37STORM SEWERYARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWER YARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N) INV. 9.74 (S)STORM SEWERMANHOLERIM 25.11INV. 6.52STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPRIP-RAPSTORM SEWERMANHOLERIM 22.71INV. 15.46 (E)INV. 14.39 (S)INV. 14.13 (W)STORM SEWERMANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWER YARD INLETRIM 20.75INV. 7.37 (E)STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N)INV. 17.22 (E)INV. 17.20 (S) STORM SEWER MANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWER YARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90INV. 23.08INV. 24.19RIP-RAPINV. 23.98 STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWERCURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W)RIP-RAPINV. 26.57 INV. 26.37INV. 26.36INV. 25.34INV. 25.07INV. 26.89 RIP-RAPINV. 26.34 STORM SEWER CURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWER CURB INLETEOP 3302INV. 30.71 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLET EOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWER YARD INLETRIM 37.90INV. 33.80 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S) INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W)STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W)STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S) INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWERCURB INLET EOP 38.96INV. 36.08 (E)INV. 35.90 (W) STORM SEWERMANHOLERIM 41.90INV. 38.91 (S) INV. 37.69 (E) INV. 37.47 (W) STORM SEWERMANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEWERMANHOLERIM 42.01INV. 37.67 (W)INV. 37.62 (S)INV. 37.47 (E) STORM SEWERCURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVED OVER)0 STORM SEWERCURB INLETEOP 30.68 INV.26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWERYARD INLETRIM 21.60 INV.13.28 (N) INV.13.29 (S) STORM SEWERMANHOLE RIM 22 . 3 6 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM19.46INV. 15.54 (S) STORM SEWER MANHOLE RIM 22.36 INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S) STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV.12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP) INV. 12.77 (N) INV. 12.75 (E) M STOPINFO. SIGNINFO. SIGNLIMIT SIGNSPEED SIGNPARKINGSIGNPARKING LIMIT SIGNSPEEDINFO. SIGNINFO. SIGN INFO. SIGNINFO. SIGNSIGNSTREETB-9BOREB-7BOREB-2BOREB-6BOREB-4BOREINFO. SIGN EXIT SIGN LIMIT SIGNSPEED SIGNH\CSIGNH\CSIGNH\CINFO. SIGNINFO. SIGNINFO. SIGN LIMIT SIGNSPEEDINFO.INFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNB-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGNC-5 SIGNC-5 SIGNC-5 SIGNB-5 SIGN B-5 SIGNB-5 SIGNB-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGN STOP SIGNSTOP SIGNSTOP SIGNSTOP SIGNSTOP SIGNSTOP SIGNSTOP SIGN STOP SIGN STOPSIGNSTOP SIGN SIGNSTREETSIGNYIELDSIGNYIELDSIGNINFO.SIGNSTREET SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNYIELDSIGNINFO.SIGNILM SIGNINFO.LIGHT POLETRAFFICPED.TRAFFIC SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.STOP SIGNSIGNINFO.SIGNINFO. 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CONDUIT BLOCKFOOTER CONC.HEADWALLCONC.HEADWALL CONC.HEADWALL CONC.FLUMEGRAVELPARKINGCONSTRUCTIONTRAILER SIGNH\CSIGNH\CSIGNH\CL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\P L\PL\PL\PL\PL\P L\PL\PL\PL\PL\PINFO. SIGNINFO. SIGNINFO. SIGN LIMIT SIGNSPEEDL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\P L\PL\PAT&TPEDESTALL\PP\P L\PINFO.INFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PINFO. SIGNINFO. SIGNINFO. SIGNB-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGNC-5 SIGNC-5 SIGNC-5 SIGNB-5 SIGN B-5 SIGNB-5 SIGNB-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGNL\PSTOP SIGNSTOP SIGNTELE.PED.ELEC.MH.TELE.MHELEC.MH.ELEC.MH. ELEC.MH.ELEC.MH.ELEC.MH.TELE.MHTELE.MHTELE.MHTELE.MHTELE.MHTELE.PED.FIBERVAULTELEC.VAULTSTOP SIGNSTOP SIGNSTOP SIGNSTOP SIGNSTOP SIGN STOP SIGN STOPSIGNSTOP SIGN SIGNSTREETSIGNYIELDPANELELEC.SIGNYIELDSIGNINFO.SIGNSTREET SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVE M E N TEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEM E N T EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\PL\PSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNYIELDVALVESEWERSIGNINFO.SIGNVAULTELEC.PED.ELEC.METERSIGNILM SIGNINFO.VAULTFIBER LIGHT POLETRAFFICVAULTFIBERVAULTSIGNALMARKERFIBERELEC.METERVAULTFIBERPED.TRAFFIC SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.STOP SIGNL\PVAULTELEC.EDGE OF PAVEMENT EDGE OF PAVEMENTSIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\PELEC.VAULTSIGNPARKING EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTELEC.VAULTELEC.VAULTINFO. SIGN LIMIT SIGNSPEEDSIGNELEC.PANELSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.ELEC.PED.ELEC.PED.SIGNINFO.SIGNINFO.SIGNELEC.PED.INFO.SIGNTICKETBOOTH ELEC.PED.ELEC.VAULTSIGNPARKING L\PSIGNPARKINGSIGNPARKINGSIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKINGL\PSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGELEC.PED.ELEC.PANELINFO.SIGNSIGNH\CSIGNH\CEDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEME N T EDGE OF PAVEM E NT EDGE OF PAVEMENT EDGE OF PAVEMENTDUCTVAULTFAAMARKERGENERATORPADBACK FLOWPREVENTER WATERMETEREDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTINFO. SIGNTELE.VAULTELEC.VAULTL\PL\PL\PL\PL\PL\PELEC.VAULTTELE.VAULTELEC.VAULT W\VENCLOSURE TELE.VAULTELEC.VAULTSIGNINFO.TELE.MHTELE.MHELEC.MH.L\PELEC.TRANS. INFO. SIGNELEC.TRANS.SIGNINFO. SIGNL\PL\PL\PSIGNINFO. ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVEGRAVEL DRIVE SPOIL SIGNSTOP SIGNBUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTFENCEFENCEFENCEWALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 05 KEY MAP GEOMETRY ALIGNMENT LAYOUT-AIRPORT LONG TERM PARKING LOT (SHEET 5 OF 6) MATCHLINE SEE CS-303 MATCHLINE SEE CS-304 JJL CCR AGS LEGEND NOTES PH1A CONSTRUCTION FEATURES EXISTING FEATURES PROPOSED PARKING LOT PAVEMENT(SHEET CP-303 SECTION B) PROPOSED RAISED CROSSWALKS( SHEET CP-563 DETAIL 1) PROPOSED CONCRETE SIDEWALKS(SHEET CP-303 SECTION E) PROPOSED PH1B CONSTRUCTIONFEATURES XX PROPOSED WOODEN POST &CABLE FENCE PROPOSED STRUCTURE/BUILDING PROPOSED CONCRETE PAVEMENT(SHEET CP-303 SECTION D) PROPOSED ROADWAY PAVEMENT(SHEET CP-303 SECTION A, SEENOTE 4) PROPOSED INTERIM SHUTTLEDRIVE (SEE SHEET CS-200) PROPOSED OPEN CANOPYSIDEWALK (SEE SHEET CS-200) PROPOSED INTERIM ENCLOSED WALKWAY (SEE SHEET CS-200) 1. EXISTING INFORMATION IS BASED ON: a. JULY 15, 2022 AND JANUARY 12,2024, SURVEY. b. LOT F IS BASED ON OCTOBER 2023 CADDFILE RECEIVED FROM ILM CONSULTANT. c. PH1A DEMO & PROPOSED WORK MAY BE EXISTING, IN PROGRESS OF BEING DEMOLISHED/CONSTRUCTED, OR DEMOLISHED/CONSTRUCTED AT TIME OF BIDDING. 2. ALL GEOMETRY PLAN SHEETS MUST BE PRINTED IN COLOR. 3. REFER TO SHEETS CD-100 THROUGH CD-105FOR GUIDANCE ON DEMOLITION. 4. REFER TO ROADWAY PLAN AND PROFILES FOR GUIDANCE ON ROADWAY GEOMETRY. 5. REFER TO SHEET CP-120 FOR GUIDANCE ON CELL PHONE LOT GEOMETRY. 6. REFER TO SHEET CP-520 FOR CELL PHONE LOT MARKINGS PLAN. 7. REFER TO ARCHITECTURE AND STRUCTURALSHEETS FOR GUIDANCE ON PROPOSEDCANOPIES, BUILDINGS, BUILDING FOUNDATIONS, ETC. 8. REFER TO SHEET CP-200 FOR PROPOSED TAXIWAY F PERIMETER ROAD GEOMETRY. REFER TO SHEET CP-540 FOR TAXIWAY FPERIMETER ROAD PAVEMENT MARKING PLAN. 9. REFER TO SHEET CP-303 FOR PROPOSEDPAVEMENT SECTIONS. 10. REFER TO SHEET CP-530 THROUGH CP-535 FOR LONG TERM PARKING LOT PAVEMENT MARKING PLANS AND BARRICADE GUIDANCE. REFER TO SHEET CP-560 FOR PAVEMENT MARKING DETAILS. 11. REFER TO SHEET CP-320 FOR CROSSWALKAND ISLAND DETAILS. 12. REFER TO FENCING PLAN SHEETS FOR GUIDANCE ON PROPOSED FENCING. 13. ALL CURB AND GUTTER ARE TO BE 2'-6" WIDE. LOT F PARKING LOT EXPANSIONS ARE TO HAVE HEADER CURBS TO MATCH LOT F EXISTING LAYOUT. 14. NORTHING AND EASTING CALLOUTS AREPOINTING TO THE EDGE OF THE ASPHALTPAVING LIMITS,CONCRETE PAVING LIMITS, END POINTS OF RADII CURVES, AND SIDEWALK/RAISED WALKWAY LIMITS. ALL ARC RADII ARE TO BE A RADIUS OF 7' UNLESS OTHERWISE SPECIFIED. 15. LOT F ENTRANCE TRAFFIC DELINEATORS TOBE PLACED PER NCDOT STANDARDS. COLORAND SIZE TO BE APPROVED BY OWNER ANDENGINEER PRIOR TO INSTALLATION. 16. CURB AND GUTTER SHALL BE COORDINATED WITH DRAINAGE AND GRADING PLANS. REVERSE FLOW GUTTER TO BE UTILIZED ON CURBS AS NEEDED TO ALLOW FOR POSITIVE DRAINAGE 1 1 ADDENDUM #1 8/23/2024 POINT NORTHING EASTING COORDINATES NAD83 1 189856.98 2328232.17 2 189808.32 2328276.18 3 189838.25 2328309.12 4 189886.86 2328265.15 5 189882.78 2328268.84 6 189910.49 2328299.47 7 189935.88 2328372.23 8 189948.70 2328408.99 9 189969.75 2328432.24 10 189982.37 2328427.56 11 189988.29 2328415.47 12 189979.56 2328405.82 13 190022.95 2328366.58 14 190066.33 2328327.33 15 190075.05 2328336.97 16 190083.22 2328336.32 17 190084.69 2328328.25 18 190075.97 2328318.61 19 190112.67 2328285.40 20 190149.38 2328252.19 21 190158.10 2328261.83 22 190166.28 2328261.18 23 190167.74 2328253.11 24 190159.02 2328243.47 25 190176.82 2328227.37 26 190186.04 2328237.49 27 190193.71 2328236.35 28 190195.18 2328228.29 29 190186.46 2328218.65 30 190219.83 2328188.46 31 190253.20 2328158.26 32 190261.92 2328167.91 33 190270.09 2328167.25 34 190271.56 2328159.18 35 190262.84 2328149.54 36 190299.55 2328116.33 37 190336.25 2328083.13 38 190344.98 2328092.77 39 190353.15 2328092.11 40 190354.62 2328084.05 41 190345.89 2328074.40 42 190364.35 2328057.71 43 190312.30 2328000.18 44 190289.97 2327959.18 45 190264.74 2327922.17 46 190247.61 2327852.18 47 190246.95 2327816.04 48 190262.94 2327815.75 49 190263.64 2327853.05 50 190301.84 2327948.45 51 190350.95 2328003.09 52 190353.36 2328000.90 53 190355.22 2327999.22 54 190375.62 2327980.76 55 190378.22 2327978.41 56 190385.07 2328032.22 57 190405.48 2328013.76 58 190408.08 2328011.41 59 190430.26 2328041.12 60 190433.64 2328038.06 61 190433.79 2328035.23 62 190423.05 2328023.37 63 190456.42 2327993.18 64 190465.14 2328002.82 65 190472.21 2328003.17 66 190474.43 2328001.16 67 190474.78 2327994.10 68 190466.06 2327984.46 69 190594.80 2327867.99 70 190656.79 2327889.86 71 190666.01 2327895.68 72 190666.37 2327895.34 73 190712.08 2327945.82 74 190660.24 2327992.73 75 190658.95 2327989.31 76 190641.51 2327970.02 77 190634.44 2327969.67 78 190632.22 2327971.68 79 190631.87 2327978.75 80 190649.31 2327998.03 81 190652.59 2327999.65 82 190557.16 2328086.00 83 190555.87 2328082.56 84 190538.43 2328063.28 86 190529.14 2328064.94 87 190528.79 2328072.00 88 190546.23 2328091.28 89 190549.53 2328092.91 90 190505.97 2328132.37 91 190519.45 2328147.24 92 190527.82 2328156.49 93 190536.37 2328165.92 94 190535.88 2328175.81 95 190527.73 2328183.19 96 190519.01 2328187.72 97 190512.18 2328180.18 98 190509.59 2328182.53 99 190482.89 2328206.68 100 190567.16 2328299.71 101 190650.73 2328391.97 102 190677.43 2328367.82 103 190680.03 2328365.47 104 190689.39 2328375.81 105 190686.80 2328378.16 106 190677.73 2328386.37 107 190660.12 2328402.33 108 190748.21 2328499.57 109 190775.63 2328474.73 110 190846.72 2328553.21 111 190838.44 2328560.69 112 190837.95 2328570.58 113 190841.93 2328574.98 114 190849.97 2328583.88 115 190859.86 2328584.37 116 190868.15 2328576.87 117 190921.97 2328636.29 118 190975.79 2328695.70 119 190967.66 2328703.06 120 190967.30 2328710.12 121 190971.13 2328714.34 122 190945.68 2328737.36 123 190936.96 2328727.73 124 190929.90 2328727.37 125 190927.67 2328729.38 126 190927.32 2328736.45 127 190936.04 2328746.09 128 190862.62 2328812.50 129 190853.90 2328802.87 130 190846.84 2328802.51 131 190844.62 2328804.52 132 190844.26 2328811.59 133 190852.98 2328821.23 134 190786.24 2328881.61 135 190777.52 2328871.97 136 190770.46 2328871.61 137 190768.24 2328873.62 138 190767.88 2328880.69 139 190776.61 2328890.33 140 190882.83 2329007.76 141 190873.93 2329015.81 142 190767.71 2328898.38 143 190758.81 2328906.43 144 190750.09 2328896.79 145 190743.02 2328896.44 146 190740.80 2328898.45 147 190740.45 2328905.51 148 190749.17 2328915.15 149 190675.75 2328981.57 150 190667.03 2328971.93 151 190659.97 2328971.58 152 190657.75 2328973.59 153 190657.39 2328980.65 154 190666.11 2328990.29 155 190579.35 2329068.79 156 190570.29 2329058.77 157 190563.94 2329058.46 158 190561.34 2329060.80 159 190561.03 2329067.16 160 190657.88 2329174.22 161 190692.49 2329175.95 162 190780.75 2329096.05 163 190781.11 2329088.99 164 190768.47 2329075.02 165 190790.71 2329054.89 166 190806.72 2329072.59 167 190808.21 2329071.25 168 190880.99 2329151.72 169 190769.18 2329252.87 170 190738.86 2329267.35 171 190724.35 2329251.31 172 190750.41 2329227.73 173 190752.13 2329192.36 174 190749.98 2329190.00 175 190714.87 2329188.15 176 190689.90 2329210.38 177 190647.01 2329208.07 178 190384.14 2328917.75 179 190074.69 2328576.00 180 190067.98 2328568.58 181 189948.15 2328436.24 182 189835.39 2328311.71 183 190463.72 2328224.02 184 190457.02 2328216.62 185 190385.05 2328281.72 186 190376.36 2328272.04 187 190366.47 2328271.55 188 190364.25 2328273.56 189 190363.75 2328283.45 190 190372.47 2328293.09 191 190308.71 2328350.78 192 190299.98 2328341.14 193 190290.09 2328340.65 194 190287.87 2328342.66 195 190287.38 2328352.55 196 190296.10 2328362.19 197 190281.26 2328375.61 198 190272.54 2328365.97 199 190262.66 2328365.47 200 190260.43 2328367.48 201 190259.94 2328377.37 202 190268.66 2328387.01 203 190250.12 2328403.78 204 190198.23 2328450.72 205 190189.49 2328441.10 206 190179.60 2328440.61 207 190177.37 2328442.62 208 190176.88 2328452.51 209 190185.66 2328462.09 210 190101.89 2328537.93 211 190093.09 2328528.32 212 190083.20 2328527.83 213 190080.98 2328529.84 214 190080.48 2328539.73 215 190089.20 2328549.37 216 190095.91 2328556.78 217 190104.63 2328566.43 218 190114.52 2328566.92 219 190116.74 2328564.91 220 190117.24 2328555.02 221 190108.52 2328545.38 222 190192.15 2328469.72 223 190201.04 2328479.21 224 190210.92 2328479.70 225 190213.15 2328477.69 226 190213.64 2328467.81 227 190204.92 2328458.16 228 190256.83 2328411.20 230 190284.09 2328404.07 231 190293.98 2328404.56 232 190296.20 2328402.55 233 190296.70 2328392.67 234 190287.97 2328383.02 235 190302.81 2328369.61 236 190311.53 2328379.25 237 190320.71 2328379.70 238 190356.67 2328347.17 239 190357.13 2328337.99 240 190349.75 2328329.83 241 190379.61 2328300.12 242 190387.91 2328310.15 243 190397.80 2328310.64 244 190400.02 2328308.63 245 190400.52 2328298.74 246 190391.79 2328289.10 247 190632.93 2328408.07 248 190621.54 2328402.19 249 190557.91 2328475.94 250 190551.46 2328465.59 251 190544.09 2328457.43 252 190533.09 2328457.94 253 190531.48 2328468.84 254 190538.86 2328476.99 255 190546.91 2328485.89 256 190480.90 2328545.61 257 190475.08 2328534.69 258 190467.71 2328526.53 259 190456.71 2328527.04 260 190455.10 2328537.94 261 190470.53 2328554.99 262 190455.70 2328568.41 263 190440.27 2328551.36 264 190429.27 2328551.87 265 190435.04 2328570.92 266 190444.94 2328578.14 267 190370.46 2328645.82 268 190364.59 2328634.65 269 190357.21 2328626.50 270 190346.21 2328627.01 271 190344.61 2328637.90 272 190351.99 2328646.06 273 190361.91 2328653.26 274 190273.90 2328732.88 275 190268.19 2328721.87 276 190260.81 2328713.71 277 190249.81 2328714.22 278 190248.21 2328725.12 279 190263.63 2328742.17 280 190273.03 2328752.55 281 190288.46 2328769.62 282 190299.46 2328769.11 283 190301.07 2328758.21 284 190293.69 2328750.05 285 190284.28 2328742.61 286 190371.28 2328663.66 287 190377.48 2328674.23 288 190384.86 2328682.40 289 190395.86 2328681.89 290 190397.47 2328670.99 291 190390.09 2328662.84 292 190380.18 2328655.61 293 190454.34 2328588.52 294 190460.54 2328599.10 295 190467.92 2328607.26 296 190478.92 2328606.75 297 190480.52 2328595.85 298 190465.09 2328578.79 299 190479.92 2328565.38 300 190495.36 2328582.44 301 190506.35 2328581.92 302 190507.96 2328571.03 303 190500.58 2328562.87 304 190490.67 2328555.65 305 190558.16 2328494.60 306 190564.36 2328505.18 307 190571.74 2328513.34 308 190582.74 2328512.82 309 190584.35 2328501.93 310 190576.96 2328493.77 311 190567.05 2328486.55 312 190646.95 2328430.23 313 190642.32 2328418.45 314 190819.69 2328595.12 315 190810.97 2328585.48 316 190799.97 2328585.99 317 190798.37 2328596.89 318 190805.75 2328605.04 319 190808.90 2328605.55 320 190735.49 2328671.98 321 190735.29 2328668.78 322 190727.91 2328660.62 323 190716.91 2328661.13 324 190715.31 2328672.03 325 190722.69 2328680.18 326 190725.85 2328680.70 327 190658.77 2328740.71 328 190658.91 2328737.88 329 190651.53 2328729.73 330 190640.53 2328730.24 331 190638.93 2328741.13 332 190647.65 2328750.77 333 190632.45 2328764.52 334 190623.73 2328754.88 335 190614.54 2328754.42 336 190578.95 2328786.63 337 190578.49 2328795.81 338 190585.87 2328803.96 339 190589.03 2328804.48 340 190548.62 2328841.04 341 190548.42 2328837.84 342 190541.04 2328829.69 343 190530.04 2328830.20 344 190528.44 2328841.09 345 190535.81 2328849.25 346 190538.98 2328849.76 347 190450.54 2328926.40 348 190459.93 2328936.78 349 190545.01 2328856.44 350 190545.21 2328859.63 351 190552.59 2328867.79 352 190563.59 2328867.28 353 190565.22 2328856.41 354 190557.84 2328848.25 355 190554.66 2328847.72 356 190628.80 2328781.36 357 190628.29 2328784.52 358 190635.67 2328792.68 359 190646.67 2328792.16 360 190648.27 2328781.27 361 190639.53 2328771.61 362 190654.36 2328758.19 363 190663.08 2328767.83 364 190674.08 2328767.31 365 190675.69 2328756.42 366 190668.31 2328748.26 367 190665.15 2328747.75 368 190731.89 2328687.37 369 190732.08 2328690.57 370 190739.46 2328698.73 371 190750.46 2328698.21 372 190752.07 2328687.32 373 190744.69 2328679.16 374 190741.15 2328678.98 375 190814.94 2328612.23 376 190815.13 2328615.43 377 190822.52 2328623.59 378 190833.52 2328623.08 379 190835.12 2328612.18 380 190826.40 2328602.54 SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ s a m b e r g a \ d 0 5 3 2 9 4 5 \ I L M B P 2 - C S - 3 0 0 . d w g Pl o t t e d b y : S a m b e r g , A n d r e w Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 1 2 : 4 3 P M WILMINGTON INTERNATIONAL AIRPORT 100% DESIGN 08/09/2024 CS-306 XXX XXX XXX GEOMETRY ALIGNMENT LAYOUT-AIRPORT LONG TERM PARKING LOT (SHEET 6 OF 6) JJL CCR AGS NOTES 1. NORTHING AND EASTING CALLOUTS ARE POINTING TO THE EDGE OF THE ASPHALTPAVING LIMITS,CONCRETE PAVING LIMITS,END POINTS OF RADII CURVES, AND SIDEWALK/RAISED WALKWAY LIMITS. ALL ARC RADII ARE TO BE A RADIUS OF 7' UNLESS OTHERWISE SPECIFIED. 1 1 ADDENDUM #1 8/23/2024 X CUR B LINE CURB LINE CUR B LINE CUR B LINE CURB L I N E CURB LINE X M B-9BOR E B-7BORE B-2BORE B-6BOR E B-4BORE SIGNH\C SIGNH\CB-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGN C-2 S I G N C-3 S I G N C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIG N B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGN C-4 SIGN C-3 SIGN B-3 SIGN C-2 SIGN B-2 SIGN C-1 SIGN B-1 SIGN C-3 SI G N C-3 SI G N C- 4 S IG N C-4 SIGN SIGNPAR K I NG SIGNPARK I NG SIGNPARKING SIGNPARKING SIGNPARK I NG SIGNPAR K I NG SIGNPARK I NG SIGNPARK I NGSIGNPARK I NG SIGNH\C SIGNH\C B-9BOR E B-7BORE B-2BORE B-6BOR E B-4BORE 5' S IDE WA LK CONC R E T E MARKER GRAV E L PARKING CONS T R U C T I ON TRAILER SIGNH\C SIGNH\C SIGNH\C INFO . B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGN C-2 S I G N C-3 S I G N C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIG N B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGN C-4 SIGN C-3 SIGN B-3 SIGN C-2 SIGN B-2 SIGN C-1 SIGN B-1 SIGN SIGN SIG N H\C SIG N H\C SIG N H\C SIGNH\C SIG N H\C SIGN H\C SIGNH\CSIG N H\C C-3 SI G N C-3 SI G N C- 4 S IG N C-4 SIGN SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. SIG NINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN TICKET BOOTH SIGNPAR K I NG SIGNPARK I NG SIGNPARKING SIGNPARKING SIGNPARK I NG SIGNPAR K I NG STOPSIGNPARK I NG SIGNPARK I NGSIGNPARK I NGINFO. SIGN SIGNH\C SIGNH\C GENERATOR PAD SIGNINFO. SIGNINFO. X X X X X X X X GRAVEL DR I V E X SIGN STOP SIGN BUILDING BUILDING BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLAR D BOLLARD BOLLAR D BOLLARD FFE 28.75 EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMEN T EDGE OF PAVEMENT EDGE OF PAVEMENT WALK CONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAP CONC. TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENT CON C . MH MHMH CONCRETE WALK H\CSIGN CREWCAR GATE FEN C E LOT F A I R P O R T B L V D ARFF ACC E S S R O AD M O D E R N A V I A T I O N A C C E S S R O A D MO D ER N A V IA T ION DRI V E WA Y AIRPO R T BLV D AIR POR T BL VD EMERG ENCY ACCESS RO AD H E W LETT D RIVE TRASK D RIVE TER M INA L HALL DRIVE GARDNER ROAD ARFF A CCE SS RO AD EME RGE NCY A CCESS R OA D T E M P R D W Y AIRPO R T PAR K I NG LOT MO DE RN A V IA T IO N PAR KI N G L OT LOT D LOT C LO T E LOT B LOT A DRIVEDOLAN XX TAX I W AY F P E R IM ETE R R O AD XXXX XX XX XX XX XX INT ER I M TER M I NA L CU R B F RO N T C E LL P H ON E LOT 2 1 SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 5 \ I L M B P 2 - C F - 1 3 5 . d w g Pl o t t e d b y : L e e , J a n e Pl o t t e d o n : 8 / 8 / 2 0 2 4 3 : 3 7 P M WILMINGTON INTERNATIONAL AIRPORT N OR T H SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 400200200 200 100% DESIGN 08/09/2024 CF-134 JJL AGS CCR FENCING PLAN OVERALL LEGEND NOTES 1. EXISTING INFORMATION IS BASED ON:a. JULY 15, 2022 AND JANUARY 12,2024, SURVEY. b. LOT F IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. c. PH1A DEMO & PROPOSED WORK MAY BE EXISTING, IN PROGRESS OF BEINGDEMOLISHED/CONSTRUCTED, ORDEMOLISHED/CONSTRUCTED AT TIME OF BIDDING. 2. ALL PLAN SHEETS MUST BE PRINTED IN COLOR. 3. REFER TO SHEETS CD-100 THROUGH CD-105 FOR GUIDANCE ON DEMOLITION. 4. REFER TO ARCHITECTURE ANDSTRUCTURAL SHEETS FOR GUIDANCE ONPROPOSED CANOPIES, BUILDINGS, BUILDING FOUNDATIONS, ETC. 5.REFER TO SHEET CF-140 DETAIL 1 FOR WOODENPOST & CABLE FENCE DETAIL. 6. REFER TO SHEETS CS-300 THROUGH CS-307FOR GUIDANCE ON PARKING GEOMETRY. 7. CONTRACTOR SHALL VERIFY FENCE AND GATEARM LAYOUT WITH OWNER PRIOR TO ANYFENCING CONSTRUCTION. PH1A CONSTRUCTION FEATURES EXISTING FEATURES PROPOSED PH1B CONSTRUCTIONFEATURES XX PROPOSED WOODEN POST &CABLE FENCE PROPOSEDWOODEN POST &CABLE FENCE. REFER TO NOTE 5, TYP. PROPOSED CANOPY, REFER TO NOTE 4 PROPOSED CANOPY, REFER TO NOTE 4 PROPOSED CANOPY, REFER TO NOTE 4 PROPOSED LIFT ARM GATE PROPOSED LIFT GATE ARM PROPOSED PARKING LOT PAVEMENT PROPOSED ROADWAY PAVEMENT PROPOSED AIRSIDE ROADWAYPAVEMENT L\P L\P L\P ELEC. VAU L T ELEC. BOX PED . L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P T TELE. PED .ELEC. MH. TELE. MH E L\P VAU LTELEC. L\P ELEC. PANEL T TEL E . MH ELEC. TRANS. ELEC. TRANS. L\P L\P L\P L\P L\P E E E E E E T T T T T E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T UTV UTV E E T T lpT T T T T T T T T T T T T T T T T T T T T E E E E E E E E E E E E E E E E E E E E E E E E EEEEE E E E E E EEEEE T T T T T T T T T T T 72" R C P 72" RCP 72" R CP 72" RC P 15" R C P 72" RC P 48" RCP 60" RC P 7 2 " R C P 24" RC P 18" R CP 24" RC P 24" RC P 4 8 " R C P 36" RCP 24 " RCP 18" RCP 3 6 " R C P SA N SA N SAN SAN SA N SAN SA N SA N SA N SA N SAN SAN SAN SAN SAN SAN SA N SA N SA N SA N SA N SA N SA N SA N SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN S S S S W W W W W W W W W W W W W 15"R C P 1 5 " R C P 2 4 "RCP SAN SAN SAN SAN SAN SAN SAN S G AS G AS G AS G AS GAS GAS GAS GAS GAS GAS GA S GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GA S G AS GAS G AS GA S G AS G AS GA S GAS GAS W W W W W NCD O T R\W DISK GRA V E L PAR KIN G CON STRUCTION TRAILER SIGNH\C LO T B LO T A TR A D E WIN D S D R IV E AI RPORT BOULEVARD XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX N: 190010.54E: 2328374.47 N: 189851.19 E: 2328198.36 N: 190125.91 E: 2327949.82 N: 190186.81 E: 2328017.07 N: 190264.19E: 2327947.00 N: 190298.00 E: 2327984.37 N: 190422.50E: 2327943.69 N: 190380.88 E: 2327981.35 N: 190308.21E: 2328003.11 N: 190360.64E: 2328061.06 INT ER I M TER M I NA L CU R B F RO N T CELL PHONE LOT AIRPORT BOULEVARD SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 5 \ I L M B P 2 - C F - 1 3 5 . d w g Pl o t t e d b y : L e e , J a n e Pl o t t e d o n : 8 / 8 / 2 0 2 4 3 : 3 8 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 N OR T H 100% DESIGN 08/09/2024 CF-135 JJL AGS CCR FENCING PLAN (SHEET 1 OF 2) INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N)INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) STORM SEWERMANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E) INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N) INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALLSTORM SEWERMANHOLERIM 24.51INV. 15.24 (NW) INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E)INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWERMANHOLERIM 24.21INV. 13.27 (E) INV. 13.26 (W) STORM SEWERYARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W)STORM SEWERMANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W)STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W)STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W)STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W)STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W)STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N) INV. 21.29 (W) INV. 19.71 (E)INV. 18.48 (S) STORM SEWER YARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W)STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W)INV. 15.79INV. 15.91INV. 15.83 Allegh e n y Drive STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S)STORM SEWERCURB INLETRIM 24.50 (EOP)INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP)INV. 13.76 (E)STORM SEWERMANHOLERIM BURIED STORM SEWERMANHOLERIM 23.84INV. 13.35 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S)STORM SEWERYARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W) INV. 19.41 (S) STORM SEWERYARD INLETRIM 27.00INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33INV. 20.17INV. 20.99 INV. 20.37STORM SEWERYARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWER YARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N) INV. 9.74 (S)STORM SEWERMANHOLERIM 25.11INV. 6.52STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPRIP-RAPSTORM SEWERMANHOLERIM 22.71INV. 15.46 (E)INV. 14.39 (S)INV. 14.13 (W)STORM SEWERMANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWER YARD INLETRIM 20.75INV. 7.37 (E)STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N)INV. 17.22 (E)INV. 17.20 (S) STORM SEWER MANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWER YARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90INV. 23.08INV. 24.19RIP-RAPINV. 23.98 STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWERCURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W)RIP-RAPINV. 26.57 INV. 26.37INV. 26.36INV. 25.34INV. 25.07INV. 26.89 RIP-RAPINV. 26.34 STORM SEWER CURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWER CURB INLETEOP 3302INV. 30.71 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLET EOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWER YARD INLETRIM 37.90INV. 33.80 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S) INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W)STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W)STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S) INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWERCURB INLET EOP 38.96INV. 36.08 (E)INV. 35.90 (W) STORM SEWERMANHOLERIM 41.90INV. 38.91 (S) INV. 37.69 (E) INV. 37.47 (W) STORM SEWERMANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEWERMANHOLERIM 42.01INV. 37.67 (W)INV. 37.62 (S)INV. 37.47 (E) STORM SEWERCURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVED OVER)0 STORM SEWERCURB INLETEOP 30.68 INV.26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWERYARD INLETRIM 21.60 INV.13.28 (N) INV.13.29 (S) STORM SEWERMANHOLE RIM 22 . 3 6 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM19.46INV. 15.54 (S) STORM SEWER MANHOLE RIM 22.36 INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S) STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV.12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP) INV. 12.77 (N) INV. 12.75 (E) M STOPINFO. 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SIGNTELE.VAULTELEC.VAULTL\PL\PL\PL\PL\PL\PELEC.VAULTTELE.VAULTELEC.VAULT W\VENCLOSURE TELE.VAULTELEC.VAULTSIGNINFO.TELE.MHTELE.MHELEC.MH.L\PELEC.TRANS. INFO. SIGNELEC.TRANS.SIGNINFO. SIGNL\PL\PL\PSIGNINFO. ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVEGRAVEL DRIVE SPOIL SIGNSTOP SIGNBUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTFENCEFENCEFENCEWALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR KEY MAP 02 01 LEGEND NOTES 1. EXISTING INFORMATION IS BASED ON:a. JULY 15, 2022 AND JANUARY 12,2024, SURVEY. b. LOT F IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. c. PH1A DEMO & PROPOSED WORK MAY BE EXISTING, IN PROGRESS OF BEINGDEMOLISHED/CONSTRUCTED, ORDEMOLISHED/CONSTRUCTED AT TIME OF BIDDING. 2. ALL PLAN SHEETS MUST BE PRINTED IN COLOR. 3. REFER TO SHEETS CD-100 THROUGH CD-105 FOR GUIDANCE ON DEMOLITION. 4. REFER TO ARCHITECTURE ANDSTRUCTURAL SHEETS FOR GUIDANCE ONPROPOSED CANOPIES, BUILDINGS, BUILDING FOUNDATIONS, ETC. 5.REFER TO SHEET CF-140 DETAIL 1 FOR WOODENPOST & CABLE FENCE DETAIL. 6. REFER TO SHEETS CS-300 THROUGH CS-307FOR GUIDANCE ON PARKING GEOMETRY. 7. CONTRACTOR SHALL VERIFY FENCE AND GATEARM LAYOUT WITH OWNER PRIOR TO ANYFENCING CONSTRUCTION. PH1A CONSTRUCTION FEATURES EXISTING FEATURES PROPOSED PH1B CONSTRUCTIONFEATURES XX PROPOSED WOODEN POST &CABLE FENCE PROPOSED LIFT GATE ARM PROPOSED PARKING LOT PAVEMENT PROPOSED ROADWAY PAVEMENT P\P P\P P\P P\P G\W G\W G\W ELEC. VAU LT SW I TCH CABINET AT& T VAU L T OVERH E AD LINE AT&T PEDESTAL L\P L\P L\P L\P L\P L\P L\P L\P AT&T PED EST AL L\P L\P L\P L\P ELEC. VAU LT ELEC. VAU LT L\P ELEC.PED. ELEC. PANEL L\P E E T T T T C T A P\P GUYWIRE P\P P\P GUY WIRE T T T T T T T T T T T T AT&T HANDHO L E AT&T HANDHO L E TRANSFORM ER T T T T T T T TT T T T T T L\P PHONE PED. L\P L\P L\P TRANSFORMER AT& T VAU L T PED EST AL 48" RC P 72 " R C P 72" RC P 18" R CP 18" O V A L 18" R C P 18" R C P 18" R C P 18" R C P 18 " R CP 24" RCP 15 " R C P MH S A N S A N SA N SA N SA N S A N SA N SA N SA N S A N SAN S A N S A N S A N S A N S A N SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN S S S S S S S W W W W W W W W W W W W W W GAS GAS GA S G A S G A S G A S G A S GAS GAS GAS W W W W W W G G 48 " RC P GAS G AS G AS G AS G AS GA S GA S GA S GAS GAS GAS GAS G GA S GA S GA S GAS GA S GAS S S A N SA N SA N SA N S A N SA N SAN SAN S A N S A N S A N S A N SA N SAN SAN SAN W W W W W W W W W SAN SA N SAN W W SAN SAN SAN S S W W W W W W W SAN W W W W GA S GA S GAS GAS GAS GA S GA S GA S GAS 18"RCP INV. 26.23 INV. 25.87 JUNC T I ON BOX WATER VALV E FIRE HYDRANT BACK F LOW PREVENTOR WATE R METER 8"PVC INV. 27.17 RIP-RAP W BAC K FLO W PREVE N TER WATER METER 15"RCP INV.25.39HEAD WALL WATER METER GA S C U R B L I N E C U R B LINE B-2 BOR E INFO. SIGN INFO. INFO. SIGN INFO. SIGN INFO . SIGN C-5 SIGNLIMIT S IGN SPEED SIGN INFO. SIG N SIG NPAR KING SIGNPARKINGSIG NPAR KIN GINFO. SIGN SIGNH\C SIG NH\C B-2 BOR E INFO. SIGN CON C R E TE MAR KER INFO. INFO. SIGN INFO. SIGN INFO . SIGN C-5 SIGNLIMIT S IGN SPEED SIGN INFO. SIG N TICKET SIG NPAR KING SIGNPARKINGSIG NPAR KIN GINFO. SIGN SIGNH\C SIG NH\C X X X X X X X X X X X X X X SIG N STOP SIGN MH MH WALK H\CSIGN CREW CAR X M O D E R N A V I A T I O N A C C E S S R O A D M ODERN AVI A T I O N D R I V E W AY AIRPO RT BO ULEVARD AR F F AC C ESS R O AD T E M P R D W Y M ODE RN A V I A T I ON P A RK I NG LOT L OT E AIRPORT BOULEVARD DOLAN DRIVE HE WLE TT DR I VE TRAS K D R I V E XX XXXXXXXXXXXXXXXX XX XX XX XX XX XX XXXXXXXXXXXX N: 190978.45 E: 2328711.05 N: 191045.24 E: 2328784.81 N: 190680.40E: 2329114.89 N: 190613.66E: 2329041.12 N: 190835.87 E: 2328974.22N: 190846.26E: 2328964.83 PROPOSED LIFT ARM GATE.SEE ELECTRICAL SHEETS FORADDITIONAL INFORMATION. INT ER I M TER M I NA L CU R B F RO N T SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 5 \ I L M B P 2 - C F - 1 3 5 . d w g Pl o t t e d b y : L e e , J a n e Pl o t t e d o n : 8 / 8 / 2 0 2 4 3 : 3 8 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 N OR T H 100% DESIGN 08/09/2024 CF-136 JJL AGS CCR FENCING PLAN (SHEET 2 OF 2) INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N)INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) STORM SEWERMANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E) INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N) INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALLSTORM SEWERMANHOLERIM 24.51INV. 15.24 (NW) INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E)INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWERMANHOLERIM 24.21INV. 13.27 (E) INV. 13.26 (W) STORM SEWERYARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W)STORM SEWERMANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W)STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W)STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W)STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W)STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W)STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N) INV. 21.29 (W) INV. 19.71 (E)INV. 18.48 (S) STORM SEWER YARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W)STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W)INV. 15.79INV. 15.91INV. 15.83 Allegh e n y Drive STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S)STORM SEWERCURB INLETRIM 24.50 (EOP)INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP)INV. 13.76 (E)STORM SEWERMANHOLERIM BURIED STORM SEWERMANHOLERIM 23.84INV. 13.35 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S)STORM SEWERYARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W) INV. 19.41 (S) STORM SEWERYARD INLETRIM 27.00INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33INV. 20.17INV. 20.99 INV. 20.37STORM SEWERYARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWER YARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N) INV. 9.74 (S)STORM SEWERMANHOLERIM 25.11INV. 6.52STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPRIP-RAPSTORM SEWERMANHOLERIM 22.71INV. 15.46 (E)INV. 14.39 (S)INV. 14.13 (W)STORM SEWERMANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWER YARD INLETRIM 20.75INV. 7.37 (E)STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N)INV. 17.22 (E)INV. 17.20 (S) STORM SEWER MANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWER YARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90INV. 23.08INV. 24.19RIP-RAPINV. 23.98 STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWERCURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W)RIP-RAPINV. 26.57 INV. 26.37INV. 26.36INV. 25.34INV. 25.07INV. 26.89 RIP-RAPINV. 26.34 STORM SEWER CURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWER CURB INLETEOP 3302INV. 30.71 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLET EOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWER YARD INLETRIM 37.90INV. 33.80 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S) INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W)STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W)STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S) INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWERCURB INLET EOP 38.96INV. 36.08 (E)INV. 35.90 (W) STORM SEWERMANHOLERIM 41.90INV. 38.91 (S) INV. 37.69 (E) INV. 37.47 (W) STORM SEWERMANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEWERMANHOLERIM 42.01INV. 37.67 (W)INV. 37.62 (S)INV. 37.47 (E) STORM SEWERCURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVED OVER)0 STORM SEWERCURB INLETEOP 30.68 INV.26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWERYARD INLETRIM 21.60 INV.13.28 (N) INV.13.29 (S) STORM SEWERMANHOLE RIM 22 . 3 6 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM19.46INV. 15.54 (S) STORM SEWER MANHOLE RIM 22.36 INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S) STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV.12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP) INV. 12.77 (N) INV. 12.75 (E) M STOPINFO. SIGNINFO. SIGNLIMIT SIGNSPEED SIGNPARKINGSIGNPARKING LIMIT SIGNSPEEDINFO. SIGNINFO. SIGN INFO. SIGNINFO. SIGNSIGNSTREETB-9BOREB-7BOREB-2BOREB-6BOREB-4BOREINFO. SIGN EXIT SIGN LIMIT SIGNSPEED SIGNH\CSIGNH\CSIGNH\CINFO. SIGNINFO. SIGNINFO. SIGN LIMIT SIGNSPEEDINFO.INFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNB-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGNC-5 SIGNC-5 SIGNC-5 SIGNB-5 SIGN B-5 SIGNB-5 SIGNB-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGN STOP SIGNSTOP SIGNSTOP SIGNSTOP SIGNSTOP SIGNSTOP SIGNSTOP SIGN STOP SIGN STOPSIGNSTOP SIGN SIGNSTREETSIGNYIELDSIGNYIELDSIGNINFO.SIGNSTREET SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNYIELDSIGNINFO.SIGNILM SIGNINFO.LIGHT POLETRAFFICPED.TRAFFIC SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.STOP SIGNSIGNINFO.SIGNINFO. 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ELEC.MH.ELEC.MH.ELEC.MH.TELE.MHTELE.MHTELE.MHTELE.MHTELE.MHTELE.PED.FIBERVAULTELEC.VAULTSTOP SIGNSTOP SIGNSTOP SIGNSTOP SIGNSTOP SIGN STOP SIGN STOPSIGNSTOP SIGN SIGNSTREETSIGNYIELDPANELELEC.SIGNYIELDSIGNINFO.SIGNSTREET SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVE M E N TEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEM E N T EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\PL\PSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNYIELDVALVESEWERSIGNINFO.SIGNVAULTELEC.PED.ELEC.METERSIGNILM SIGNINFO.VAULTFIBER LIGHT POLETRAFFICVAULTFIBERVAULTSIGNALMARKERFIBERELEC.METERVAULTFIBERPED.TRAFFIC SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.STOP SIGNL\PVAULTELEC.EDGE OF PAVEMENT EDGE OF PAVEMENTSIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\PELEC.VAULTSIGNPARKING EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTELEC.VAULTELEC.VAULTINFO. SIGN LIMIT SIGNSPEEDSIGNELEC.PANELSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.ELEC.PED.ELEC.PED.SIGNINFO.SIGNINFO.SIGNELEC.PED.INFO.SIGNTICKETBOOTH ELEC.PED.ELEC.VAULTSIGNPARKING L\PSIGNPARKINGSIGNPARKINGSIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKINGL\PSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGELEC.PED.ELEC.PANELINFO.SIGNSIGNH\CSIGNH\CEDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEME N T EDGE OF PAVEM E NT EDGE OF PAVEMENT EDGE OF PAVEMENTDUCTVAULTFAAMARKERGENERATORPADBACK FLOWPREVENTER WATERMETEREDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTINFO. SIGNTELE.VAULTELEC.VAULTL\PL\PL\PL\PL\PL\PELEC.VAULTTELE.VAULTELEC.VAULT W\VENCLOSURE TELE.VAULTELEC.VAULTSIGNINFO.TELE.MHTELE.MHELEC.MH.L\PELEC.TRANS. INFO. SIGNELEC.TRANS.SIGNINFO. SIGNL\PL\PL\PSIGNINFO. ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVEGRAVEL DRIVE SPOIL SIGNSTOP SIGNBUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTFENCEFENCEFENCEWALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR KEY MAP 02 01 LEGEND NOTES 1. EXISTING INFORMATION IS BASED ON:a. JULY 15, 2022 AND JANUARY 12,2024, SURVEY. b. LOT F IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. c. PH1A DEMO & PROPOSED WORK MAY BE EXISTING, IN PROGRESS OF BEINGDEMOLISHED/CONSTRUCTED, ORDEMOLISHED/CONSTRUCTED AT TIME OF BIDDING. 2. ALL PLAN SHEETS MUST BE PRINTED IN COLOR. 3. REFER TO SHEETS CD-100 THROUGH CD-105 FOR GUIDANCE ON DEMOLITION. 4. REFER TO ARCHITECTURE ANDSTRUCTURAL SHEETS FOR GUIDANCE ONPROPOSED CANOPIES, BUILDINGS, BUILDING FOUNDATIONS, ETC. 5.REFER TO SHEET CF-140 DETAIL 1 FOR WOODENPOST & CABLE FENCE DETAIL. 6. REFER TO SHEETS CS-300 THROUGH CS-307FOR GUIDANCE ON PARKING GEOMETRY. 7. CONTRACTOR SHALL VERIFY FENCE AND GATEARM LAYOUT WITH OWNER PRIOR TO ANYFENCING CONSTRUCTION. PH1A CONSTRUCTION FEATURES EXISTING FEATURES PROPOSED PH1B CONSTRUCTIONFEATURES XX PROPOSED WOODEN POST &CABLE FENCE PROPOSED LIFT GATE ARM PROPOSED PARKING LOT PAVEMENT PROPOSED ROADWAY PAVEMENT SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 5 \ I L M B P 2 - C F - 1 4 0 . d w g Pl o t t e d b y : L e e , J a n e Pl o t t e d o n : 8 / 8 / 2 0 2 4 3 : 4 1 P M WILMINGTON INTERNATIONAL AIRPORT 100% DESIGN 08/09/2024 TYPICAL 4' HIGH POST AND CABLE FENCE AGS JJL AGS FENCING PLAN DETAILS CF-140 316" STAINLESS STEEL CABLE (GRADE 316L) 1X19 OR APPROVED EQUAL 6" DIA. AMERICAN TIMBER AND STEEL WOODEN FENCE POST OR APPROVED EQUAL4. 0 ' 4. 0 'GRADE 8'-0" MAX. SPACING POSTSSHALL BE EQUALLY SPACED 8'-0" MAX. SPACING POSTSSHALL BE EQUALLY SPACED 6" STAINLESS STEEL EYE3" SAG (MAX.) POST AND CABLE FENCE NOTES: NCD O T R \ W D I S K CUR B LINE CURB LINE CU R B L IN E CURB LINE X X INFO. SIGN INFO . S IGN LIMI T S IGN SPE E D SIGNPAR K I N G LIMI T S IGN SPEE D INF O . S IGN B-9BORE B-7BORE B-2BORE B-6BORE B-4BORE INF O . S IGN EXIT SIGN SIGNH\C SIGNH\C SIGNH\C INFO . S IGN INFO. SIGN INFO . S IGN LIMIT SIGN SPEE D INFO . INFO . S IGN INFO . S IGN INFO . S IGN INFO . S IGN INFO . S IGN INFO. S I G N B-5 SIGN B-4 S IG N B-3 S IG N B-2 S IG N B- 1 S I G N C-1 SIGN C-2 SIGN C-3 S IGN C-4 S I G N C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIG NB-3 SIGN B-4 SIGN B-4 SIGN C-4 SIGN C-3 SIGN B-3 SIGN C-2 SIGN B-2 SIGN C-1 SIGN B-1 SIGN STOP SIGN STOP SIGN SIGNSTR E E T SIGNYIELD SIGNYIELD SIGNINFO . SIGNINFO. SIGNINFO . SIGNINFO. SIGNINFO. SIGNINFO. STOP SIGN SIGNINFO . SIGNINFO. SIG N H \ C SIG N H\ C SIG N H\C SIGNH\C SIGN H\C SIGN H\C SIGNH\C SIGN H\ C C-3 SI G N C-3 SI G N C-4 SI G N C-4 SIG N SIGNPAR K I N G LIMI T S IGN SPEE D SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO . SIGNINFO . SIGNINFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING STOP SIGNPAR K I N G SIGNPAR K I N G SIGNPARK I N G INFO . SIGN SIGNH\C SIGNH\C INFO . S IGN SIGNINFO. INF O . S IGN SIGN INFO. SIGN SIGNINFO. INFO. SIGN INFO . S IGN LIMI T S IGN SPE E D SIGNPAR K I N G LIMI T S IGN SPEE D INF O . S IGN B-9BORE B-7BORE B-2BORE B-6BORE B-4BORE INF O . S IGN 5' S I D E W AL K EXIT SIGN CON C R E T E MARKE R GRAVEL PAR K I N G CONSTRUCTION TRAILER SIGNH\C SIGNH\C SIGNH\C INFO . S IGN INFO. SIGN INFO . S IGN LIMIT SIGN SPEE D INFO . INFO . S IGN INFO . S IGN INFO . S IGN INFO . S IGN INFO . S IGN INFO. S I G N B-5 SIGN B-4 S IG N B-3 S IG N B-2 S IG N B- 1 S I G N C-1 SIGN C-2 SIGN C-3 S IGN C-4 S I G N C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIG NB-3 SIGN B-4 SIGN B-4 SIGN C-4 SIGN C-3 SIGN B-3 SIGN C-2 SIGN B-2 SIGN C-1 SIGN B-1 SIGN STOP SIGN STOP SIGN SIGNSTR E E T SIGNYIELD SIGNYIELD SIGNINFO . SIGNINFO. SIGNINFO . SIGNINFO. SIGNINFO. SIGNINFO. STOP SIGN SIGNINFO . SIGNINFO. SIG N H \ C SIG N H\ C SIG N H\C SIGNH\C SIGN H\C SIGN H\C SIGNH\C SIGN H\ C C-3 SI G N C-3 SI G N C-4 SI G N C-4 SIG N SIGNPAR K I N G LIMI T S IGN SPEE D SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO . SIGNINFO . SIGNINFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN TICKE T BOO T H SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING STOP SIGNPAR K I N G SIGNPAR K I N G SIGNPARK I N G INFO . SIGN SIGNH\C SIGNH\C INFO . S IGN SIGNINFO. INF O . S IGN SIGN INFO. SIGN SIGNINFO. X X X X X X X X X X X X X SIGN STOP SIGN MH MH MH CONCRETE WALK H\CSIGN CREWCAR FENC E LOT F A I R P O R T B L V D A RFF A CCE S S RO A D M O D E R N A V I A T I O N A C C E S S R O A D M O DERN AVIAT IO N D R I V E W A Y AIRP ORT B LV D AIRPO R T BLV D H E W L E TT D RIV E TRA S K D R I V E TER MI NAL H ALL D RIVE ARF F ACC E S S RO AD EM E R GE N CY AC CES S ROA D T E M P R D W Y AIRP O RT P A RKING LO T MODERN A V I A T ION PAR KI N G L O T LOT D LOT C L OT E L OT B L O T A DRIVEDOLAN XXXXXX XX XX XX XX XX XX XX XX XX XX XX XX XXXX SAN SAN SAN SA N SA N SAN SA N SA N SA N SA N S AN SAN SAN SAN SAN SAN SAN SAN SA N S A N SA N SA N SAN SA N SA N S A N S A N SAN SA N SA N SAN SAN S A N S A N S A N SAN SAN S A N SAN SAN SAN SAN SAN SA N SAN SAN S A N S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S W W W G G G G 42" R C P W W WWWW 42" R C P SA N SAN SANITARY SEWER MANHOLE RIM 22.99 INV. 4.30 SANITARY SEWER MANHOLE RIM 23.87 INV. 3 .30 INV.10.78 WINGWALL WINGWALL WALL WINGWALL INV.10.69 INV. 10.17 INV.9.99 WING GA S GAS GA S 18"RCP INV.26.23 INV. 25.87 JUNCT I ON BOX SANITARY SEWE R MANHOLE RIM 29. 3 9 INV.23.91 WATER VALVE FIREHYDRA N T BACK FLOW PREVENTOR WATER METER 8"PVC INV.27.17 INV.27.26 RIP-RAP W BACK FLOW PREV E N T ER WATER METE R 15"RCP INV.25.39HEADWALL WATER METER HEADWALL 15"RCP INV. 25.98 GAS G AS G AS GAS GAS CONC. HEADWALL CONC. HEADWALL CONC. HEADWALL CONC. FLUME W\V ENCLOSURE L\P L\P L\P L\P P\P P\P P\P P\P P\P P\P P\P P\P G\W G\W G\WG\W G\WG\W G\W G\W G\W ELEC. VAU L T ELEC. VAULT ELE C . BOX SWITCH CAB I NET AT&T VAU L T OVER H E A D LINE PED.BELL S O U TH AT&T PED E S T A L ELEC. CONDU I T BLO CK FOOTER L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\PL\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P AT&T PED E S T A L L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P T TELE. PED.ELEC. MH. TELE. MH E ELEC. MH. E ELEC. MH. E T TELE. MH T TELE. MH PANELELEC. L\P VAU L TELE C . L\P ELEC. VAULT ELEC. VAULT ELEC. VAULT ELEC. PANEL ELEC. PED. ELEC. PED. ELE C . PED. ELEC. PED . ELEC. PED . ELEC. VAULT L\P L\P ELEC.PED. ELEC. PANEL TELE. VAULT ELEC. VAULT L\P L\P L\P L\P L\P L\P ELE C . VAU L T TELE. VAU LT ELEC. VAU LT TELE. VAUL T ELEC. VAULT T TELE. MH TTELE. MH ELEC. MH. E L\P ELEC. TRANS. ELEC. TRANS. L\P L\P L\P E E T T T T L\P L\P L\P E E E E E E E E E T T T T T T E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E UTV TV TV E E T T C T T lp T T T T E E E E E E E E E E E EE E E EE TE T T T T T T T T T T T T T T A B A N D O N E D C O M M LIN E , V I F A A A A A A A A A A A A A A P\P GUYWIRE P\PP\P GUYWIRE T T T T T AT&THANDHOLE AT&THANDHOLE TRANSFORMER T T T T T L\P PHONE PED. L\P L\P L\P TRANSFORMER T T T T T T T T T T T T T T AT&T VAU L T L\P L\P L\P L\P L\P L\P L\P PEDE S T A L L\P EXISTING 35' LF 60" RCP TAXIWAY F TER MINAL APR ON SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ s a m b e r g a \ d 0 5 3 2 9 4 5 \ I L M B P 2 - C G - 1 0 0 - 1 0 5 . d w g Pl o t t e d b y : S a m b e r g , A n d r e w Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 8 : 5 6 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 400200200 200 100% DESIGN 08/09/2024 CG-100 GRADING PLAN OVERALL SCB SCB AGS CG-101 CG-102 CG-103 CG-104 CG-105 LEGEND NOTES1.EXISTING INFORMATION IS BASED ON:a. JULY 15, 2022, SURVEY AND JANUARY 12,2024 SURVEY.b. LOT F IS BASED ON OCTOBER 2023 CADDFILE RECEIVED FROM ILM CONSULTANT. EXISTING STORM INLET EXISTING STORM MANHOLE EXISTING MINOR CONTOUR (0.5 FT) EXISTING MAJOR CONTOUR (1 FT) EXISTING STORM PIPE PROPOSED STORM INLET PROPOSED STORM MANHOLE PROPOSED MINOR CONTOUR (0.25 FT) PROPOSED MAJOR CONTOR (1 FT) PROPOSED STORM PIPE 27.00 27.5 27.0 26.5 LIMITS OF DISTURBANCE 1 ADDENDUM #1 8/23/2024 1 CG-106 NCDOT R\W D ISK INFO. SI G N EXIT SIGN INFO. SI G N INFO. S IGN INFO. SI G NSTO P SIGN STOP SIGNSTREET SIG NYIELD SIGNINFO. SIG NINFO. SIGNINFO. SIGNINFO. INFO. SI G N SIG N INFO. SI G N 5' S ID E WA L K EXIT SIGN GRA V E L PARKING CONST R UCTION TRAIL ER INFO. SI G N INFO. S IGN INFO. SI G NSTO P SIGN STOP SIGNSTREET SIG NYIELD SIGNINFO. SIG NINFO. SIGNINFO. SIGNINFO. INFO. SI G N SIG N AIRP O RT B O ULEVA R D AIRP ORT BLV D AIRP ORT BLV D LEA S E A R E A O T HER S AIRPOR T BOU LEVA R D AIRPOR T BOU LEVA R D AIR P O R T BO U L EVA R D CEL L PHONE L OT AIRPORT BOULEVARD SAN SA N SA N SAN SA N SA N SA N SA N SA N SA N SAN SAN SAN SAN SAN SAN SAN SAN SA N SAN SAN SAN SAN SAN SAN SA N SA N SA N S A N SA N SA N SA N SA N SA N SA N SA N SAN SA N SA N SAN SAN SAN S A N S A N S A N S A N SAN SAN SAN SAN SAN SAN SAN SAN S S S S S S 42 " R C P 42 " R C P SAN GAS G AS G AS GA S GAS GAS GAS GAS GAS G AS L\P L\P ELEC. VAU LT ELEC. BOX L\P L\P L\P L\P L\P L\P L\P L\P T TEL E. PED.ELEC. MH. TEL E . MH E ELEC. MH. E T TEL E. MH T TELE. MH PAN E L ELEC. L\P VAU L T ELEC. ELEC. PAN E L ELEC. TRANS. ELEC. TRAN S . E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E UTV UTV E lpT T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T CEL L PHONE L OT AIRPORT BOULEVARD EXISTING 35' LF 60" RCP 22.0 2 2 . 0 23.0 23.0 23.0 2 3 . 0 24.0 2 4 .0 25.0 2 6 .0 26. 0 23.0 24 . 0 24.0 25.0 2 5 . 0 24.0 25.0 23. 0 24.0 25.0 23 24 2 2 . 5 23 . 5 2 3 . 5 23.5 24.524.5 25 2 4 .5 24.5 24.5 2 4 2 4 23 24 24.5 24.5 21 22 23 24 2525 24 24 2 4 2 3 . 5 23.524.524.5 2 4 . 5 2 3 23 242424 25 2 3 . 5 23.5 24 . 5 25.5 SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ s a m b e r g a \ d 0 5 3 2 9 4 5 \ I L M B P 2 - C G - 1 0 0 - 1 0 5 . d w g Pl o t t e d b y : S a m b e r g , A n d r e w Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 8 : 5 6 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 100% DESIGN 08/09/2024 CG-101 GRADING PLAN (SHEET 1 OF 6) SCB SCB AGS LEGEND NOTES EXISTING STORM INLET EXISTING STORM MANHOLE EXISTING MINOR CONTOUR (0.5 FT) EXISTING MAJOR CONTOUR (1 FT) EXISTING STORM PIPE PROPOSED STORM INLET PROPOSED STORM MANHOLE PROPOSED MINOR CONTOUR (0.25 FT) PROPOSED MAJOR CONTOR (1 FT) PROPOSED STORM PIPE 27.00 27.5 27.0 26.5 LIMITS OF DISTURBANCE INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N) INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S)STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) STORM SEWER MANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E)INV. 12.42 (S)INV. 11.86 (W)STORM SEWERMANHOLERIM 24.32INV. 12.67 (N) INV. 12.67 (E)INV. 12.66 (S)INV. 10.53STORM SEWERHEADWALLSTORM SEWERMANHOLERIM 24.51INV. 15.24 (NW)INV. 13.23 (NE) STORM SEWERYARD INLET RIM 19.40INV. 16.23 (N)INV. 16.26 (S)STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E)INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWERMANHOLERIM 24.21INV. 13.27 (E)INV. 13.26 (W)STORM SEWERYARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W) STORM SEWER MANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W) STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W) STORM SEWER MANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W)STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W) STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W) STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N) INV. 21.29 (W)INV. 19.71 (E)INV. 18.48 (S)STORM SEWERYARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W)STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W) STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W)INV. 15.79 INV. 15.91 INV. 15.83 Allegheny Drive STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S)STORM SEWERCURB INLETRIM 24.50 (EOP) INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP)INV. 13.76 (E) STORM SEWERMANHOLERIM BURIEDSTORM SEWERMANHOLERIM 23.84INV. 13.35 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W)CURB LINE CURB LINE CURB LINERIP-RAPCURB LINECURB LINE CURB LINECURB LINESTORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S) STORM SEWERYARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W) INV. 19.41 (S) STORM SEWER YARD INLETRIM 27.00 INV. 13.23 (S) INV. 19.73 (S)INV. 18.99INV. 19.33 INV. 20.17 INV. 20.99INV. 20.37STORM SEWERYARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWER YARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S)STORM SEWERMANHOLERIM 25.11INV. 6.52 STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPRIP-RAPSTORM SEWERMANHOLERIM 22.71INV. 15.46 (E)INV. 14.39 (S)INV. 14.13 (W)STORM SEWERMANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55INV. 18.89RIP-RAP STORM SEWERYARD INLETRIM 20.75INV. 7.37 (E) STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W) INV. 17.44 (N)INV. 17.22 (E)INV. 17.20 (S) STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W)INV. 9.89STORM SEWER YARD INLETRIM 22.85INV. 18.22 (N)RIP-RAPINV. 18.47STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90 INV. 23.08 INV. 24.19RIP-RAPINV. 23.98 STORM SEWER YARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W)STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWER CURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W) RIP-RAPINV. 26.57INV. 26.37 INV. 26.36INV. 25.34INV. 25.07 INV. 26.89 RIP-RAPINV. 26.34 STORM SEWER CURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWERCURB INLETEOP 3302INV. 30.71 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWERYARD INLETRIM 37.90INV. 33.80 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S)INV. 33.96 (W)STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W)STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W)STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N)STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S) INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWERCURB INLETEOP 38.96INV. 36.08 (E)INV. 35.90 (W) STORM SEWERMANHOLERIM 41.90INV. 38.91 (S) INV. 37.69 (E) INV. 37.47 (W) STORM SEWE R MANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEWERMANHOLERIM 42.01INV. 37.67 (W)INV. 37.62 (S)INV. 37.47 (E) STORM SEWERCURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVED OVER)0 STORM SEWERCURB INLETEOP 30.68 INV.26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWERYARD INLETRIM 21.60 INV.13.28 (N) INV. 13.29 (S) STORM SEWERMANHOLE RIM 22.36 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM19.46INV. 15.54 (S) STORM SEWER MANHOLE RIM 22.36 INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S) STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV.12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP) INV. 12.77 (N) INV. 12.75 (E) MSTOPINFO. SIGN INFO. SIGN LIMIT SIGNSPEED SIGNPARKING SIGNPARKINGLIMIT SIGNSPEED INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNSIGNSTREETB-9BOREB-7BOREB-2BORE B-6BOREB-4BORE INFO. SIGN EXIT SIGN LIMIT SIGNSPEEDSIGNH\CSIGNH\CSIGNH\CINFO. SIGNINFO. SIGN INFO. SIGNLIMIT SIGNSPEEDINFO.INFO. SIGN INFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGN INFO. SIGNINFO. SIGNINFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGNC-5 SIGNC-5 SIGN C-5 SIGNB-5 SIGNB-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGN STOP SIGN STOP SIGN STOP SIGNSTOP SIGNSTOP SIGNSTOP SIGNSTOP SIGNSTOP SIGNSTOPSIGN STOP SIGNSIGNSTREETSIGNYIELDSIGNYIELDSIGNINFO. SIGNSTREETSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.STOP SIGNSIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO.SIGNYIELDSIGNINFO. SIGNILMSIGNINFO.LIGHT POLETRAFFICPED.TRAFFICSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.STOP SIGN SIGNINFO.SIGNINFO.SIGNH\C SIGNH\C SIGNH\CSIGNH\CSIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN SIGNPARKINGINFO. SIGNLIMIT SIGNSPEED SIGN SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNSIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKINGSIGNPARKINGSIGNPARKINGSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGINFO.SIGNSIGNH\CSIGNH\C INFO. SIGN SIGNINFO.INFO. SIGNSIGN INFO. SIGN SIGNINFO.L\PL\PL\PL\PP\PP\PP\PP\PP\PP\PP\PP\PG\WG\WG\WG\WG\WG\WG\WG\WG\WSTOPELEC.VAULT INFO. SIGN INFO. SIGN LIMIT SIGNSPEED SIGNPARKING SIGNPARKINGLIMIT SIGNSPEED INFO. SIGN INFO. SIGNELEC.VAULT INFO. SIGN INFO. SIGNSIGNSTREETELEC.BOXB-9BOREB-7BORESWITCHCABINETB-2BORE B-6BORE AT&TVAULTB-4BORE INFO. SIGN OVERHEAD LINEEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEM E N T 5' SIDEWALK EXIT SIGN PED.BELLSOUTHCONCRETEMARKERLIMIT SIGNSPEEDPEDESTALAT&TPEDESTAL ELEC. CONDUIT BLOCKFOOTERCONC.HEADWALL CONC.HEADWALLCONC.HEADWALLCONC.FLUMEGRAVELPARKING CONSTRUCTIONTRAILERSIGNH\CSIGNH\CSIGNH\CL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PINFO. SIGNINFO. SIGN INFO. SIGNLIMIT SIGNSPEEDL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\P L\P L\PL\PL\PL\PL\PL\PL\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PAT&TPEDESTAL L\PP\PL\PINFO.INFO. SIGN INFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PINFO. SIGNINFO. SIGNINFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGNC-5 SIGNC-5 SIGN C-5 SIGNB-5 SIGNB-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGNL\PSTOP SIGN STOP SIGNTELE.PED.ELEC.MH.TELE.MHELEC.MH.ELEC.MH.ELEC.MH. ELEC.MH.ELEC.MH.TELE.MHTELE.MHTELE.MHTELE.MHTELE.MHTELE.PED.FIBERVAULTELEC.VAULT STOP SIGNSTOP SIGNSTOP SIGNSTOP SIGNSTOP SIGNSTOP SIGNSTOPSIGN STOP SIGNSIGNSTREETSIGNYIELDPANELELEC.SIGNYIELDSIGNINFO. SIGNSTREETSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.STOP SIGNEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEME N T EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT L\P L\P SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO.SIGNYIELDVALVESEWERSIGNINFO.SIGNVAULTELEC.PED.ELEC.METER SIGNILMSIGNINFO.VAULTFIBERLIGHT POLETRAFFICVAULTFIBERVAULTSIGNALMARKERFIBERELEC.METERVAULTFIBERPED.TRAFFICSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.STOP SIGNL\PVAULTELEC.EDGE OF PAVEMENT EDGE OF PAVEMENT SIGNINFO.SIGNINFO.SIGNH\C SIGNH\C SIGNH\CSIGNH\CSIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\PELEC.VAULT SIGNPARKINGEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT ELEC.VAULTELEC.VAULTINFO. SIGNLIMIT SIGNSPEED SIGNELEC.PANEL SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.ELEC.PED.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED.ELEC.PED.SIGNINFO.SIGNINFO.SIGNELEC.PED.INFO.SIGNTICKETBOOTHELEC.PED. ELEC.VAULT SIGNPARKINGL\PSIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKINGSIGNPARKINGSIGNPARKINGL\PSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGELEC.PED.ELEC.PANELINFO.SIGNSIGNH\CSIGNH\C EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEM E N T EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTDUCTVAULTFAAMARKER GENERATORPADBACK FLOWPREVENTERWATERMETEREDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT INFO. SIGN TELE.VAULTELEC.VAULTL\PL\PL\PL\PL\PL\PELEC.VAULTTELE.VAULTELEC.VAULTW\VENCLOSURETELE.VAULTELEC.VAULT SIGNINFO.TELE.MHTELE.MHELEC.MH.L\PELEC.TRANS.INFO. SIGNELEC.TRANS.SIGN INFO. SIGN L\PL\PL\P SIGNINFO.ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVE GRAVEL DRIVE SPOIL SIGN STOP SIGN BUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT FENCEFENCEFENCEWALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 05 KEY MAP NORTH 1.EXISTING INFORMATION IS BASED ON:a. JULY 15, 2022, SURVEY AND JANUARY 12,2024 SURVEY.b. LOT F IS BASED ON OCTOBER 2023 CADDFILE RECEIVED FROM ILM CONSULTANT. MA T C H L I N E S E E C G - 1 0 2 MATCHLINE SEE CG-103 1 ADDENDUM #1 8/23/2024 1 X X X SIG NH\C SIG NH\C X X X EME RGENCY A CCESS R OAD LOT BLOT B L O T ALOT A TRA DE WINDS DRIV E INT ER I M TER M I NA L CU R B F RO N T XX XX XX XX XX XX XX XX XX XX XX XX XX XX SAN W W WW INV. 10.78 WING WALL WING WALL WALL WING WALL INV. 10.69 INV. 10.17 INV. 9.99 WING L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P E E E E E E E E E E E E E E E E E E E E E E E T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T TE E E E E E E E E E E E E E E E E E E E E E E E E T T T T T T T T T T T T T T T T T T T E E E E E E E E E E E E E E E E E E E E E E E E E E E E EEEEE E E E E E EEEEE INT ER I M TER M I NA L CU R B F RO N T 22.0 23.0 24.0 2 5 . 0 22. 0 23.0 24.0 25.0 2 6 .0 26 26 25.5 2 6 .5 24.5 25 2 6 2 7 2 8 2 9 3 0 24 31 22 23 24 25 26222324 20 21 22 23 24 25 26 27 29 30 31 25 2 6 262 6 2 4 . 5 25.5 26.5 2 6 26 26 27 28 25.5 25 . 5 26 . 5 26.5 26 . 5 27.5 SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ s a m b e r g a \ d 0 5 3 2 9 4 5 \ I L M B P 2 - C G - 1 0 0 - 1 0 5 . d w g Pl o t t e d b y : S a m b e r g , A n d r e w Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 8 : 5 6 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 100% DESIGN 08/09/2024 CG-102 SCB SCB AGS GRADING PLAN (SHEET 2 OF 6) LEGEND NOTES INV. 11.16STORM SEWERHEADWALLSTORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N)INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E) INV. 16.13 (S)STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) STORM SEWER MANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E)INV. 12.42 (S)INV. 11.86 (W) STORM SEWER MANHOLERIM 24.32INV. 12.67 (N)INV. 12.67 (E) INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALL STORM SEWER MANHOLERIM 24.51INV. 15.24 (NW)INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E)INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E) INV. 12.22 (W)STORM SEWERMANHOLERIM 24.21INV. 13.27 (E)INV. 13.26 (W) STORM SEWERYARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W) STORM SEWERMANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W)STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W)STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W) STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W)STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W)STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N)INV. 21.29 (W)INV. 19.71 (E)INV. 18.48 (S)STORM SEWERYARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W)STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E) INV. 15.61 (W) INV. 15.79 INV. 15.91INV. 15.83 Allegh e n y Drive STORM SEWER CURB INLETRIM 24.60 (EOP)INV. 18.39 (S) STORM SEWERCURB INLETRIM 24.50 (EOP) INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP)INV. 13.76 (E) STORM SEWERMANHOLERIM BURIEDSTORM SEWERMANHOLERIM 23.84INV. 13.35 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W)CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S) STORM SEWER YARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W)INV. 19.41 (S) STORM SEWERYARD INLETRIM 27.00INV. 13.23 (S)INV. 19.73 (S) INV. 18.99 INV. 19.33INV. 20.17INV. 20.99 INV. 20.37STORM SEWERYARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWERYARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S) STORM SEWERMANHOLERIM 25.11INV. 6.52 STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W)RIP-RAPRIP-RAP STORM SEWERMANHOLERIM 22.71INV. 15.46 (E)INV. 14.39 (S)INV. 14.13 (W)STORM SEWERMANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55INV. 18.89RIP-RAP STORM SEWERYARD INLETRIM 20.75INV. 7.37 (E)STORM SEWER YARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N)INV. 17.22 (E)INV. 17.20 (S)STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N)RIP-RAPINV. 18.47 STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W)RIP-RAPINV. 22.67INV. 22.90 INV. 23.08 INV. 24.19RIP-RAPINV. 23.98STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W)STORM SEWERCURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W)RIP-RAPINV. 26.57INV. 26.37INV. 26.36INV. 25.34INV. 25.07INV. 26.89RIP-RAPINV. 26.34STORM SEWERCURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWERCURB INLETEOP 3302INV. 30.71 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W) INV. 32.99 (E) STORM SEWERYARD INLETRIM 37.90INV. 33.80 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S)INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E) INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWER CURB INLETEOP 31.12INV. 26.85 (S)INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWERCURB INLETEOP 38.96INV. 36.08 (E) INV. 35.90 (W) STORM SEWERMANHOLERIM 41.90INV. 38.91 (S)INV. 37.69 (E) INV. 37.47 (W) STORM SEW E R MANHOLERIM 42.63INV. 38.46 (S ) INV. 38.29 (E ) STORM SEWER MANHOLERIM 42.01INV. 37.67 (W) INV. 37.62 (S) INV. 37.47 (E) STORM SEWERCURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVED OVER)0 STORM SEWERCURB INLETEOP 30.68 INV.26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV. 19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV. 13.55 (N) INV.13.54 (S) STORM SEWERYARD INLETRIM 21.60 INV.13.28 (N) INV.13.29 (S) STORM SEWERMANHOLE RIM 22.36 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV. 15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM19.46INV. 15.54 (S) STORM SEWERMANHOLE RIM 22.36 INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S)STORM SEWER CURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV.12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP)INV. 12.77 (N) INV. 12.75 (E) M STOPINFO. SIGNINFO. SIGNLIMIT SIGNSPEEDSIGNPARKINGSIGNPARKING LIMIT SIGNSPEEDINFO. SIGNINFO. SIGNINFO. SIGN INFO. SIGNSIGNSTREETB-9BOREB-7BOREB-2BOREB-6BOREB-4BORE INFO. SIGN EXIT SIGN LIMIT SIGNSPEEDSIGNH\C SIGNH\CSIGNH\C INFO. SIGNINFO. SIGNINFO. SIGNLIMIT SIGNSPEED INFO. INFO. SIGN INFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNB-5 SIGNB-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGNC-5 SIGNB-5 SIGNB-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGN STOP SIGNSTOP SIGNSTOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOPSIGNSTOP SIGN SIGNSTREETSIGNYIELD SIGNYIELDSIGNINFO.SIGNSTREETSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.STOP SIGN SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNYIELDSIGNINFO.SIGNILMSIGNINFO.LIGHT POLETRAFFICPED.TRAFFICSIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.STOP SIGN SIGNINFO.SIGNINFO. 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SIGNB-5 SIGNB-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGNC-5 SIGNB-5 SIGNB-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGNL\PSTOP SIGNSTOP SIGNTELE.PED.ELEC.MH.TELE.MHELEC.MH.ELEC.MH.ELEC.MH.ELEC.MH.ELEC.MH.TELE.MHTELE.MHTELE.MHTELE.MHTELE.MHTELE.PED.FIBERVAULT ELEC.VAULTSTOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOPSIGNSTOP SIGN SIGNSTREETSIGNYIELDPANELELEC.SIGNYIELDSIGNINFO.SIGNSTREETSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.STOP SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENTEDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMEN T EDGE OF PAVEMENT EDGE OF PAVE M E N T EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\PL\PSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNYIELDVALVESEWERSIGNINFO.SIGNVAULTELEC.PED.ELEC.METERSIGNILMSIGNINFO.VAULTFIBER LIGHT POLETRAFFICVAULTFIBERVAULTSIGNAL MARKERFIBERELEC.METERVAULTFIBERPED.TRAFFICSIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.STOP SIGNL\PVAULTELEC. EDGE OF PAVEMENT EDGE OF PAVEMENT SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\PELEC.VAULTSIGNPARKING EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTELEC.VAULTELEC.VAULTINFO. SIGN LIMIT SIGNSPEED SIGN ELEC.PANEL SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.ELEC.PED.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. ELEC.PED. ELEC.PED.SIGNINFO. SIGN INFO.SIGNELEC.PED.INFO.SIGNTICKETBOOTH ELEC.PED.ELEC.VAULT SIGNPARKINGL\PSIGNPARKINGSIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKINGL\PSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGELEC.PED.ELEC.PANELINFO.SIGNSIGNH\CSIGNH\C EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTDUCTVAULTFAAMARKER GENERATORPADBACK FLOWPREVENTERWATERMETEREDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTINFO. SIGNTELE.VAULTELEC.VAULTL\PL\PL\PL\P L\PL\PELEC.VAULTTELE.VAULTELEC.VAULTW\VENCLOSURE TELE.VAULT ELEC.VAULTSIGNINFO.TELE.MHTELE.MHELEC.MH.L\PELEC.TRANS.INFO. SIGN ELEC.TRANS.SIGNINFO. SIGNL\PL\PL\PSIGNINFO.ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVE GRAVEL DRIVE SPOIL SIGNSTOP SIGNBUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT FENCE FENCE FENCE WALK CONC. WALK CONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 05 KEY MAP NORTH 1.EXISTING INFORMATION IS BASED ON:a. JULY 15, 2022, SURVEY AND JANUARY 12,2024 SURVEY.b. LOT F IS BASED ON OCTOBER 2023 CADDFILE RECEIVED FROM ILM CONSULTANT. MA T C H L I N E S E E C D - 1 0 1 MATCHLINE SEE CD-104 EXISTING STORM INLET EXISTING STORM MANHOLE EXISTING MINOR CONTOUR (0.5 FT) EXISTING MAJOR CONTOUR (1 FT) EXISTING STORM PIPE PROPOSED STORM INLET PROPOSED STORM MANHOLE PROPOSED MINOR CONTOUR (0.25 FT) PROPOSED MAJOR CONTOR (1 FT) PROPOSED STORM PIPE 27.00 27.5 27.0 26.5 LIMITS OF DISTURBANCE 1 ADDENDUM #1 8/23/2024 1 INFO. SI G N INFO. SI G N LIM IT SIGN SPEED SIGNPARKING LIMIT S IGN SPEED B-9 BOR E B-7 BORE B-6 BOR E B-4 BOR E EXIT SIG N LIM I T SIG N SPE E D C-5 SIGN B-5 SIG N B-4 SIGN C-4 SIGN SIGNPAR K I N G INFO. SI G N INFO. SI G N LIM IT SIGN SPEED SIGNPARKING LIMIT S IGN SPEED B-9 BOR E B-7 BORE B-6 BOR E B-4 BOR E EXIT SIG N LIM I T SIG N SPE E D C-5 SIGN B-5 SIG N B-4 SIGN C-4 SIGN SIGNPAR K I N G LOT F A I R P O R T B L V D H EWL E T T D RIVE XX XX XX XX SAN SAN SAN SAN SAN SAN SAN SAN SAN S A N SA N S A N SAN S S S S S S GA S CONC. HEA D W A L L CONC. HEAD WALL CONC. HEADWA LL CONC. FLUME L\P L\P P\P P\P P\P G\W G\W G\W G\W G\W G\W ELE C . VAU LT PED .BEL LSOU T H L\P L\P L\P L\P ELE C . VAU L T T A A A A A A A A A A A A A A 25.0 2 5 . 0 26.0 26.0 2 6 . 0 27.0 28.0 28.0 28.0 26 . 0 26. 0 26. 0 27. 0 28. 0 2 7 . 0 28. 0 29.0 2 5 25 24 . 5 24. 5 25 . 5 25 . 5 25 . 5 25.5 25 . 5 25. 5 23 22.5 2 2 . 5 23.5 24 24 25 2 5 25 2 6 2 6 26 26 2 6 2 7 2727 28 23. 5 23 . 5 24 . 5 2 4 . 5 24.5 24. 5 25 . 5 25 . 5 25.5 26.5 2 6 . 5 26.5 2 6 . 5 2 6.5 2 7 . 5 2 5 2 6 2 7 27 2 4 . 5 2 4 . 5 2 5 . 5 26.5 26 2 6 2 5 . 5 25.5 27 2 7 2 6 . 5 26 . 5 24 25 25 25 25 24. 5 2 4 2 3 .5 2 3 . 5 2 4 .5 SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ s a m b e r g a \ d 0 5 3 2 9 4 5 \ I L M B P 2 - C G - 1 0 0 - 1 0 5 . d w g Pl o t t e d b y : S a m b e r g , A n d r e w Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 8 : 5 7 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 100% DESIGN 08/09/2024 CG-103 SCB SCB AGS GRADING PLAN (SHEET 3 OF 6) LEGEND NOTES INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP) INV. 13.72 (N)INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S)STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) STORM SEWERMANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E)INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N)INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALLSTORM SEWERMANHOLERIM 24.51INV. 15.24 (NW)INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWER YARD INLETRIM 22.11INV. 17.98 (E)INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWERMANHOLERIM 24.21INV. 13.27 (E)INV. 13.26 (W) STORM SEWERYARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W)STORM SEWERMANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W) STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W)STORM SEWERMANHOLERIM 28.91INV. 13.44 (N) INV. 24.46 (E)INV. 13.41 (S)STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W) STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W) STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W) STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N)INV. 21.29 (W)INV. 19.71 (E)INV. 18.48 (S) STORM SEWERYARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W)STORM SEWER YARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W) STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W)INV. 15.79INV. 15.91INV. 15.83 Allegh e n y Drive STORM SEWERCURB INLETRIM 24.60 (EOP) INV. 18.39 (S) STORM SEWERCURB INLETRIM 24.50 (EOP)INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWER CURB INLETRIM 23.25 (EOP)INV. 13.76 (E)STORM SEWERMANHOLERIM BURIEDSTORM SEWERMANHOLERIM 23.84INV. 13.35 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINECURB LINESTORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S)STORM SEWERYARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W)INV. 19.41 (S)STORM SEWERYARD INLETRIM 27.00INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33INV. 20.17INV. 20.99 INV. 20.37 STORM SEWERYARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E)STORM SEWERYARD INLETRIM 20.74INV. 10.84 (W) INV. 10.35 (N)INV. 9.74 (S)STORM SEWERMANHOLERIM 25.11INV. 6.52 STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAP RIP-RAP STORM SEWERMANHOLERIM 22.71INV. 15.46 (E)INV. 14.39 (S)INV. 14.13 (W)STORM SEWERMANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWERYARD INLETRIM 20.75INV. 7.37 (E)STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N)INV. 17.22 (E)INV. 17.20 (S) STORM SEWERMANHOLERIM 25.75INV. 14.54 (N) INV. 17.50 (S)INV. 14.43 (W)INV. 9.89 STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E) INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90INV. 23.08INV. 24.19RIP-RAPINV. 23.98 STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E) INV. 13.91 (S) STORM SEWER YARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W)STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWERCURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W)RIP-RAPINV. 26.57 INV. 26.37INV. 26.36INV. 25.34 INV. 25.07 INV. 26.89 RIP-RAPINV. 26.34STORM SEWERCURB INLETEOP 31.81INV. 28.52 (W) INV. 28.26 (E) STORM SEWERCURB INLETEOP 3302INV. 30.71 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWERYARD INLETRIM 37.90INV. 33.80 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S)INV. 33.96 (W) STORM SEWER CURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W)STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S)INV. 26.67 (N)STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWER CURB INLETEOP 38.96INV. 36.08 (E)INV. 35.90 (W) STORM SEWER MANHOLERIM 41.90INV. 38.91 (S)INV. 37.69 (E)INV. 37.47 (W) STORM SEWER MANHOLERIM 42.63INV. 38.46 ( S ) INV. 38.29 (E) STORM SEWER MANHOLERIM 42.01INV. 37.67 (W) INV. 37.62 (S)INV. 37.47 (E) STORM SEWERCURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWER MANHOLE RIM (PAVED OVER)0 STORM SEWERCURB INLETEOP 30.68 INV.26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV. 13.54 (S) STORM SEWERYARD INLETRIM 21.60 INV.13.28 (N) INV.13.29 (S) STORM SEWERMANHOLE RIM 22.36INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWER YARD INLET RIM 19.46INV. 15.54 (S) STORM SEWERMANHOLE RIM 22.36INV. 15.17 (N)INV. 11.90 (W) INV. 11.89 (E)INV. 11.89 (S)STORM SEWERCURB INLETRIM 23.28 (EOP) INV. 12.37 (W) INV. 12.35 (E) STORM SEWER CURB INLETRIM 23.31 (EOP)INV. 12.77 (N) INV.12.75 (E) MSTOPINFO. SIGNINFO. SIGNLIMIT SIGNSPEEDSIGNPARKINGSIGNPARKING LIMIT SIGNSPEEDINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNSIGNSTREETB-9BOREB-7BOREB-2BOREB-6BOREB-4BOREINFO. SIGN EXIT SIGN LIMIT SIGNSPEEDSIGNH\CSIGNH\CSIGNH\CINFO. SIGNINFO. SIGNINFO. SIGN LIMIT SIGNSPEEDINFO.INFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGNC-5 SIGNC-5 SIGNC-5 SIGN B-5 SIGNB-5 SIGNB-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGNSTOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGNSTOP SIGN STOP SIGN STOPSIGNSTOP SIGN SIGNSTREETSIGNYIELDSIGNYIELDSIGNINFO.SIGNSTREETSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGNSIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO.SIGNYIELDSIGNINFO. SIGNILM SIGNINFO.LIGHT POLETRAFFICPED.TRAFFIC SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO.STOP SIGNSIGNINFO.SIGNINFO.SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGN C-4 SIGNSIGNPARKING INFO. SIGN LIMIT SIGNSPEEDSIGNSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO.SIGN INFO.SIGNSIGNPARKINGSIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKINGSIGNPARKINGSIGNPARKINGSIGNPARKINGSIGNPARKING STOPSIGNPARKINGSIGNPARKINGSIGNPARKINGINFO.SIGNSIGNH\CSIGNH\CINFO. SIGN SIGNINFO. INFO. SIGNSIGNINFO. SIGNSIGNINFO.L\PL\PL\PL\PP\PP\PP\PP\PP\PP\PP\PP\P G\WG\W G\WG\W G\WG\WG\WG\WG\WSTOPELEC.VAULTINFO. SIGNINFO. SIGNLIMIT SIGNSPEEDSIGNPARKINGSIGNPARKING LIMIT SIGNSPEEDINFO. SIGNINFO. SIGNELEC.VAULTINFO. SIGNINFO. SIGNSIGNSTREETELEC.BOXB-9BOREB-7BORE SWITCHCABINETB-2BOREB-6BOREAT&TVAULTB-4BOREINFO. SIGN OVERHEAD LINE EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT5' SIDEWALK EXIT SIGN PED.BELLSOUTH CONCRETEMARKER LIMIT SIGNSPEEDPEDESTAL AT&TPEDESTAL ELEC. CONDUIT BLOCKFOOTER CONC.HEADWALLCONC.HEADWALL CONC.HEADWALLCONC.FLUMEGRAVELPARKINGCONSTRUCTION TRAILER SIGNH\CSIGNH\CSIGNH\C L\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PINFO. SIGNINFO. SIGNINFO. SIGN LIMIT SIGNSPEEDL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PAT&TPEDESTAL L\P P\PL\PINFO.INFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PINFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGNC-5 SIGNC-5 SIGNC-5 SIGN B-5 SIGNB-5 SIGNB-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGNL\PSTOP SIGNSTOP SIGN TELE.PED.ELEC.MH.TELE.MHELEC.MH. ELEC.MH.ELEC.MH.ELEC.MH.ELEC.MH.TELE.MHTELE.MHTELE.MHTELE.MHTELE.MHTELE.PED.FIBERVAULTELEC.VAULT STOP SIGNSTOP SIGN STOP SIGNSTOP SIGNSTOP SIGN STOP SIGN STOPSIGNSTOP SIGN SIGNSTREETSIGNYIELDPANELELEC.SIGNYIELDSIGNINFO.SIGNSTREETSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMEN TL\PL\PSIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO.SIGNYIELDVALVESEWERSIGNINFO.SIGNVAULTELEC.PED.ELEC.METERSIGNILM SIGNINFO.VAULTFIBER LIGHT POLETRAFFICVAULTFIBERVAULTSIGNALMARKERFIBER ELEC.METERVAULTFIBERPED.TRAFFIC SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO.STOP SIGNL\PVAULTELEC.EDGE OF PAVEMENTEDGE OF PAVEMENTSIGNINFO.SIGNINFO.SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGN C-4 SIGN EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\PELEC.VAULTSIGNPARKING EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT ELEC.VAULTELEC.VAULTINFO. SIGN LIMIT SIGNSPEEDSIGNELEC.PANELSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.ELEC.PED.ELEC.PED. SIGNINFO.SIGNINFO.SIGNELEC.PED.INFO.SIGN TICKETBOOTHELEC.PED.ELEC.VAULTSIGNPARKING L\PSIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKINGSIGNPARKINGSIGNPARKINGSIGNPARKINGSIGNPARKINGL\PSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGELEC.PED.ELEC.PANELINFO.SIGNSIGNH\CSIGNH\CEDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF P A V E M E N T EDGE OF PAVEMENTDUCTVAULTFAAMARKERGENERATORPADBACK FLOWPREVENTER WATERMETEREDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT INFO. SIGN TELE.VAULTELEC.VAULT L\PL\PL\PL\PL\PL\PELEC.VAULTTELE.VAULTELEC.VAULT W\VENCLOSURETELE.VAULTELEC.VAULTSIGNINFO.TELE.MHTELE.MHELEC.MH.L\PELEC.TRANS.INFO. SIGNELEC.TRANS.SIGNINFO. SIGNL\PL\PL\PSIGNINFO. ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVE GRAVEL DRIVE SPOIL SIGN STOP SIGN BUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT FENCEFENCEFENCEWALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 05 KEY MAP NORTH 1.EXISTING INFORMATION IS BASED ON:a. JULY 15, 2022, SURVEY AND JANUARY 12,2024 SURVEY.b. LOT F IS BASED ON OCTOBER 2023 CADDFILE RECEIVED FROM ILM CONSULTANT. MA T C H L I N E S E E C D - 1 0 4 MATCHLINE SEE CD-101 MATCHLINE SEE CD-105 EXISTING STORM INLET EXISTING STORM MANHOLE EXISTING MINOR CONTOUR (0.5 FT) EXISTING MAJOR CONTOUR (1 FT) EXISTING STORM PIPE PROPOSED STORM INLET PROPOSED STORM MANHOLE PROPOSED MINOR CONTOUR (0.25 FT) PROPOSED MAJOR CONTOR (1 FT) PROPOSED STORM PIPE 27.00 27.5 27.0 26.5 LIMITS OF DISTURBANCE 1 ADDENDUM #1 8/23/2024 1 X X CU R B LI N E CU R B LINE X X X X X X X SIGNH\C SIGNH\C SIGNH\C INFO . SIGN INFO. S I G N INFO. SIGN INFO. SIGN B-5 SIG N B - 4 S I G N B - 3 S I G N B - 2 S I G N B - 1 S I G N C-1 S I G N C-2 SIGN C-3 SIGN C-4 S I G N C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIG N B-4 SIGN B-3 S IGNB-3 SIGN B-4 S IGN B-4 SIGN C-4 SIGN C-3 SIGN B-3 SIGN C-2 SIGN B-2 SIGN C-1 SIGN B-1 SIGN S I G N H \ C SI GN H \ C SI GN H\ C SIGNH\C S I GN H \ C SIG N H\C SI G N H\C SI G N H \ C C - 3 SIG N C-3 SIG N C - 4 SIG N C- 4 S I G N LIM I T S IGN SPEED SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO. SIG NINFO. SIGNINFO. SIG NINF O. SIGNINFO. SIG NINF O. INFO. SIGN INF O. SIG N SIGNPARKING SIG NINF O. INFO. SIGN SIGNINF O. SIGNH\C SIGNH\C SIGNH\C INFO . SIGN INFO. S I G N INFO. SIGN INFO. SIGN B-5 SIG N B - 4 S I G N B - 3 S I G N B - 2 S I G N B - 1 S I G N C-1 S I G N C-2 SIGN C-3 SIGN C-4 S I G N C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIG N B-4 SIGN B-3 S IGNB-3 SIGN B-4 S IGN B-4 SIGN C-4 SIGN C-3 SIGN B-3 SIGN C-2 SIGN B-2 SIGN C-1 SIGN B-1 SIGN S I G N H \ C SI GN H \ C SI GN H\ C SIGNH\C S I GN H \ C SIG N H\C SI G N H\C SI G N H \ C C - 3 SIG N C-3 SIG N C - 4 SIG N C- 4 S I G N LIM I T S IGN SPEED SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO. SIG NINFO. SIGNINFO. SIG NINF O. SIGNINFO. SIG NINF O. INFO. SIGN INF O. SIG N TICKET BOOT H SIGNPARKING SIG NINF O. INFO. SIGN SIGNINF O. FEN C E TE RM IN A LLOT D LOT C A IR P OR T B OU L E V A R D INT ER I M TER M I NA L CU R B F RO N T SAN SAN SA N SA N SAN SAN SAN S A N S A N S A N S A N S A N S A N S A N S A N SAN SAN SAN SAN SAN SAN SA N SAN SAN SAN SAN S A N S A N S A N S A N SAN S A N S S S S S W WW W W\V ENC L O SUR E ELEC. VAU LT ELEC. VAU L T ELEC. PED. ELEC. PED . ELEC. PED . ELEC. PED . ELEC. PED . ELEC. VAU L T TEL E. VAU LT ELEC. VAU LT T TELE. MH T TEL E . MH ELEC. MH. E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E TV TV E T T T T T T T T T T T INT ER I M TER M I NA L CU R B F RO N T 27.0 28 . 0 2 9 . 0 30 . 0 27.0 2 8 . 0 29 . 0 2 5 . 0 32.0 33 . 0 34 . 0 35 . 0 36 . 0 30.0 3 1 . 0 32. 0 3 3 . 0 34 . 0 35 .0 36.0 27 .0 2 8 . 0 29 . 0 30 . 0 31. 0 32 . 0 33.0 3 4.0 35 . 0 3 6 . 0 3 7 . 0 38.0 39 . 0 40 .0 41 . 0 25 2 5 25.5 26 2 6 26.5 2 7 27 26.5 2 6 2 6 2 7 26 . 5 27.5 2 7 2 7 2 7 27 26.5 2 6 . 5 2 7 .5 27 27 2 6.5 2 6 . 5 2 7 27 28 27.5 27.5 27 2 7 28 2 8 2 7.5 2 7 . 5 28.5 28 2 8 27.5 27 . 5 28.5 27 28 29 26 .5 27 . 5 28 . 5 29.5 2 8 29 2 7 . 5 28 . 5 29 . 5 28 29 28 . 5 29 . 5 2 8 2 9 2 8 . 5 2 9.5 27 2827.5 30 . 5 30 . 5 30 . 5 32 33 34 35 37 38 39 40 39.5 40 41 42 36 30 . 5 30 . 5 30 31 31 30 30 30 30 43 38 39 25 26 27 28 29 27 35.00 40. 0 0 39. 0 6 SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ s a m b e r g a \ d 0 5 3 2 9 4 5 \ I L M B P 2 - C G - 1 0 0 - 1 0 5 . d w g Pl o t t e d b y : S a m b e r g , A n d r e w Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 8 : 5 7 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 100% DESIGN 08/09/2024 CG-104 SCB SCB AGS GRADING PLAN (SHEET 4 OF 6) LEGEND NOTES INV. 11.16STORM SEWER HEADWALL STORM SEWER CURB INLETRIM 22.78 (fut. EOP) INV. 13.72 (N)INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S)STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) STORM SEWERMANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E)INV. 12.42 (S)INV. 11.86 (W)STORM SEWER MANHOLERIM 24.32INV. 12.67 (N)INV. 12.67 (E)INV. 12.66 (S)INV. 10.53STORM SEWERHEADWALL STORM SEWERMANHOLERIM 24.51INV. 15.24 (NW)INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E)INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWER MANHOLERIM 24.21INV. 13.27 (E)INV. 13.26 (W) STORM SEWERYARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W) STORM SEWERMANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W)STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W)STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E) INV. 24.99 (W) STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W) STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W) STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N)INV. 21.29 (W)INV. 19.71 (E) INV. 18.48 (S)STORM SEWERYARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWER YARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W) STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W) INV. 15.79 INV. 15.91INV. 15.83 Allegheny Drive STORM SEWER CURB INLETRIM 24.60 (EOP) INV. 18.39 (S)STORM SEWERCURB INLETRIM 24.50 (EOP)INV. 17.13 (N) INV. 13.46 (W)INV. 13.45 (E) STORM SEWER CURB INLETRIM 23.25 (EOP)INV. 13.76 (E) STORM SEWERMANHOLERIM BURIEDSTORM SEWERMANHOLERIM 23.84INV. 13.35 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W)CURB LINE CURB LINE CURB LINERIP-RAPCURB LINECURB LINE CURB LINECURB LINESTORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S) STORM SEWERYARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W)INV. 19.41 (S) STORM SEWERYARD INLETRIM 27.00 INV. 13.23 (S) INV. 19.73 (S)INV. 18.99INV. 19.33 INV. 20.17 INV. 20.99INV. 20.37STORM SEWERYARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWERYARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S) STORM SEWERMANHOLERIM 25.11INV. 6.52 STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPRIP-RAPSTORM SEWER MANHOLERIM 22.71INV. 15.46 (E)INV. 14.39 (S)INV. 14.13 (W)STORM SEWERMANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55INV. 18.89RIP-RAP STORM SEWERYARD INLETRIM 20.75INV. 7.37 (E)STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N)INV. 17.22 (E)INV. 17.20 (S) STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89 STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N)RIP-RAPINV. 18.47STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90INV. 23.08 INV. 24.19RIP-RAPINV. 23.98 STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWER YARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S) INV. 21.836 (W) STORM SEWERCURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W)RIP-RAPINV. 26.57INV. 26.37 INV. 26.36INV. 25.34INV. 25.07 INV. 26.89 RIP-RAPINV. 26.34 STORM SEWERCURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWERCURB INLETEOP 3302INV. 30.71 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W) INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E)STORM SEWERYARD INLETRIM 37.90INV. 33.80 (E)STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S)INV. 33.96 (W) STORM SEWER CURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W)STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N)STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S)INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWER CURB INLETEOP 38.96INV. 36.08 (E)INV. 35.90 (W) STORM SEWER MANHOLERIM 41.90INV. 38.91 (S)INV. 37.69 (E)INV. 37.47 (W) STORM SE W E R MANHOLERIM 42.63INV. 38.46 ( S ) INV. 38.29 ( E ) STORM SEWER MANHOLERIM 42.01INV. 37.67 (W) INV. 37.62 (S) INV. 37.47 (E) STORM SEWER CURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWER MANHOLE RIM (PAVED OVER)0 STORM SEWER CURB INLETEOP 30.68 INV.26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV. 19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV. 13.54 (S) STORM SEWER YARD INLETRIM 21.60 INV.13.28 (N) INV.13.29 (S) STORM SEWERMANHOLE RIM 22.36INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV. 14.63 (S) STORM SEWER YARD INLET RIM19.46INV. 15.54 (S) STORM SEWERMANHOLE RIM 22.36INV. 15.17 (N) INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S)STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV. 12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP)INV. 12.77 (N) INV.12.75 (E) M STOP INFO. SIGN INFO. SIGN LIMIT SIGNSPEED SIGNPARKINGSIGNPARKINGLIMIT SIGNSPEEDINFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNSIGNSTREETB-9BOREB-7BOREB-2BORE B-6BOREB-4BORE INFO. SIGN EXIT SIGN LIMIT SIGNSPEEDSIGNH\CSIGNH\CSIGNH\CINFO. SIGNINFO. SIGN INFO. SIGNLIMIT SIGNSPEEDINFO.INFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGN INFO. SIGNINFO. SIGNINFO. SIGNB-5 SIGNB-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGN C-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGNC-5 SIGNB-5 SIGNB-5 SIGNB-5 SIGNB-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGNSTOP SIGNSTOP SIGN STOP SIGN STOP SIGNSTOPSIGN STOP SIGNSIGNSTREETSIGNYIELDSIGNYIELDSIGNINFO. SIGNSTREETSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.STOP SIGNSIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNYIELDSIGNINFO.SIGNILMSIGNINFO.LIGHT POLETRAFFICPED.TRAFFICSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN SIGNINFO. SIGNINFO.SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN SIGNPARKINGINFO. SIGNLIMIT SIGNSPEEDSIGNSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGN INFO.SIGNINFO.SIGNSIGNPARKINGSIGNPARKINGSIGNPARKINGSIGNPARKINGSIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKINGSIGNPARKING STOPSIGNPARKINGSIGNPARKINGSIGNPARKINGINFO.SIGNSIGNH\CSIGNH\C INFO. SIGN SIGNINFO.INFO. SIGNSIGN INFO. SIGN SIGNINFO.L\PL\PL\PL\PP\PP\PP\PP\PP\PP\PP\PP\PG\WG\WG\WG\WG\WG\W G\WG\WG\WSTOP ELEC.VAULT INFO. SIGN INFO. SIGN LIMIT SIGNSPEED SIGNPARKINGSIGNPARKINGLIMIT SIGNSPEEDINFO. SIGN INFO. SIGNELEC.VAULT INFO. SIGN INFO. SIGNSIGNSTREETELEC.BOXB-9BOREB-7BORESWITCHCABINETB-2BORE B-6BOREAT&TVAULTB-4BORE INFO. SIGN OVERHEAD LINE EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT 5' SIDEWALK EXIT SIGN PED.BELLSOUTH CONCRETEMARKER LIMIT SIGNSPEEDPEDESTALAT&TPEDESTALELEC. CONDUITBLOCKFOOTERCONC.HEADWALL CONC.HEADWALLCONC.HEADWALLCONC.FLUMEGRAVELPARKING CONSTRUCTIONTRAILERSIGNH\CSIGNH\CSIGNH\CL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P INFO. SIGNINFO. SIGN INFO. SIGNLIMIT SIGNSPEEDL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PAT&TPEDESTALL\PP\PL\PINFO.INFO. SIGN INFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PINFO. SIGNINFO. SIGNINFO. SIGNB-5 SIGNB-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGN C-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGNC-5 SIGNB-5 SIGNB-5 SIGNB-5 SIGNB-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGNL\PSTOP SIGNSTOP SIGNTELE.PED.ELEC.MH.TELE.MH ELEC.MH.ELEC.MH. ELEC.MH.ELEC.MH.ELEC.MH. TELE.MHTELE.MHTELE.MHTELE.MHTELE.MH TELE.PED.FIBERVAULT ELEC.VAULT STOP SIGNSTOP SIGNSTOP SIGNSTOP SIGN STOP SIGN STOP SIGNSTOPSIGN STOP SIGNSIGNSTREETSIGNYIELDPANELELEC.SIGNYIELDSIGNINFO. SIGNSTREETSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.STOP SIGNEDGE OF PAVE M E N T EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\PL\PSIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNYIELDVALVESEWERSIGNINFO.SIGNVAULTELEC.PED.ELEC.METERSIGNILMSIGNINFO.VAULTFIBER LIGHT POLETRAFFICVAULTFIBERVAULTSIGNAL MARKERFIBERELEC.METERVAULTFIBERPED.TRAFFICSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGNL\PVAULTELEC. EDGE OF PAVEMENT EDGE OF PAVEMENT SIGNINFO. SIGNINFO.SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\PELEC.VAULT SIGNPARKINGEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTELEC.VAULT ELEC.VAULTINFO. SIGNLIMIT SIGNSPEEDSIGNELEC.PANELSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED.SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. ELEC.PED.ELEC.PED.SIGNINFO. SIGN INFO.SIGNELEC.PED.INFO.SIGNTICKETBOOTHELEC.PED.ELEC.VAULT SIGNPARKINGL\PSIGNPARKINGSIGNPARKINGSIGNPARKINGSIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKINGSIGNPARKING L\P STOPSIGNPARKINGSIGNPARKINGSIGNPARKINGELEC.PED.ELEC.PANELINFO.SIGNSIGNH\CSIGNH\C EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEM E N T EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT DUCTVAULTFAAMARKER GENERATORPADBACK FLOWPREVENTERWATERMETEREDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT INFO. SIGNTELE.VAULTELEC.VAULTL\PL\PL\PL\PL\PL\PELEC.VAULTTELE.VAULTELEC.VAULTW\VENCLOSURETELE.VAULTELEC.VAULT SIGNINFO.TELE.MHTELE.MHELEC.MH. L\P ELEC.TRANS.INFO. SIGNELEC.TRANS.SIGN INFO. SIGNL\PL\PL\P SIGNINFO. ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVE GRAVEL DRIVE SPOIL SIGN STOP SIGN BUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT FENCE FENCE FENCEWALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 05 KEY MAP NORTH 1.EXISTING INFORMATION IS BASED ON:a. JULY 15, 2022, SURVEY AND JANUARY 12,2024 SURVEY.b. LOT F IS BASED ON OCTOBER 2023 CADDFILE RECEIVED FROM ILM CONSULTANT. MA T C H L I N E S E E C D - 1 0 3 MATCHLINE SEE CD-102 MATCHLINE SEE CD-105 EXISTING STORM INLET EXISTING STORM MANHOLE EXISTING MINOR CONTOUR (0.5 FT) EXISTING MAJOR CONTOUR (1 FT) EXISTING STORM PIPE PROPOSED STORM INLET PROPOSED STORM MANHOLE PROPOSED MINOR CONTOUR (0.25 FT) PROPOSED MAJOR CONTOR (1 FT) PROPOSED STORM PIPE 27.00 27.5 27.0 26.5 LIMITS OF DISTURBANCE 1 ADDENDUM #1 8/23/2024 1 C U R B L I N E C U R B LIN E B-2 BOR E INFO . SIGN INF O. INFO. SIGN INFO. SIGN C-5 SIGNLIMIT S IGN SPE E D SIGN SIG NPARKING SIG NPAR K I N G SIG NPAR K I N G INFO. SIG N SIG NH\C SIGNH\C B-2 BOR E INFO . SIGN CONCRETE MARK E R INF O. INFO. SIGN INFO. SIGN C-5 SIGNLIMIT S IGN SPE E D SIGN SIG NPARKING SIG NPAR K I N G SIG NPAR K I N G INFO. SIG N SIG NH\C SIGNH\C X X X X X X X X X X X X X X X X X SIG N STOP SIGN MH MH MH CONCRETE WALK H\CSIGN CREW CAR X M O D E R N A V I A T I O N A C C E S S R O A D MOD E R N A V IA T ION D R IV E WA Y AIRPO RT BO ULEVARD AR FF AC C ESS R O AD T E M P R D W Y MO D E R N A V IA TIO N P A R K IN G LO T L O T E AIRPORT BOULEVARD DOLAN DRIVE HEWLE TT DRIVE TRASK DRI V E INT ER I M TER M I NA L CU R B F RO N T SA N SA N S A N SA N SA N SA N SA N SAN SAN S A N S A N S A N S A N SAN SAN SAN SAN SAN SAN SAN SAN S S S S S S W GAS GAS GA S G A S G A S G A S G A S G G G GA S GAS GAS GAS GA S GAS GA S GAS 18"R C P INV. 26.23 INV. 25.87 JUNCTION BO X SAN ITA R Y SE W ER MANHO L E RIM 2 9.39 INV.23.91 WATER VALV E FIRE HYDRA NT BACK FLOW PREVENTOR WATER METER 8"PVC INV. 27.17 INV. 27.26 RIP - R A P W BACK FLOW PRE V E N T ER WATER METER 15"RCP INV.25.39HEADWA LL WATE R METER HEADWALL 15"R C P INV. 25 . 9 8 GA S P\P P\P P\P G\W G\W SW I T C H CAB I NET AT& T VAULT OVERHEAD LINE AT& T PED EST AL L\P L\P L\P L\P L\P L\P L\P L\P AT& T PEDESTAL L\P L\P L\P L\P ELEC.PED. ELEC. PANEL L\P E E T T T T C T P\P GUYWIRE P\PP\P GUY WIRE T T T T T T T T T T T T AT&T HANDHO L E AT&T HANDHO L E TRANSFOR M E R T T T T T T T TT T T T T T L\P PHON E PED. L\P L\P L\P TRANSFORMER AT& T VAULT PED EST AL INT ER I M TER M I NA L CU R B F RO N T 29.0 30.0 28.0 29.0 29 . 0 30.0 3 1.0 30.0 30 . 0 3 0 . 0 31 . 0 32 . 0 3 3 . 0 3 4 . 0 3 5 . 0 3 6 . 0 2 828 2828 2 9292 9292 9 3 030 3030 3 0 303 027.527.5 2 8 . 528. 5 2 8 . 5 28.5 2 9 . 529. 5 2 9 . 5 29.52 9 . 5 29 30 31 29.5 30.5 30 2 9 . 5 30.5 30 3 0 . 5 3031 31 31 31 32 32 30 29.5 30 31 30.00 CG-105 SCB AGS GRADING PLAN (SHEET 5 OF 6) LEGEND NOTES SCB INV. 11.16STORM SEWER HEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP) INV. 13.72 (N)INV. 13.70 (S)STORM SEWER YARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) STORM SEWERMANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E)INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N)INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWER HEADWALL STORM SEWERMANHOLERIM 24.51INV. 15.24 (NW)INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E)INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWER MANHOLERIM 24.21INV. 13.27 (E)INV. 13.26 (W) STORM SEWERYARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W)STORM SEWERMANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W)STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W) STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W)STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W)STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W)STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N)INV. 21.29 (W)INV. 19.71 (E) INV. 18.48 (S) STORM SEWERYARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W)STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W) INV. 15.79 INV. 15.91INV. 15.83 Allegh e n y Drive STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S) STORM SEWERCURB INLETRIM 24.50 (EOP)INV. 17.13 (N) INV. 13.46 (W)INV. 13.45 (E) STORM SEWER CURB INLETRIM 23.25 (EOP)INV. 13.76 (E)STORM SEWERMANHOLERIM BURIED STORM SEWERMANHOLERIM 23.84INV. 13.35 (S) STORM SEWERYARD INLET RIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINERIP-RAPCURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N) INV. 20.65 (S) STORM SEWERYARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W)INV. 19.41 (S) STORM SEWERYARD INLETRIM 27.00INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33INV. 20.17INV. 20.99 INV. 20.37STORM SEWERYARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWERYARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S)STORM SEWERMANHOLERIM 25.11INV. 6.52STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAP RIP-RAP STORM SEWER MANHOLERIM 22.71INV. 15.46 (E)INV. 14.39 (S)INV. 14.13 (W)STORM SEWER MANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55INV. 18.89RIP-RAP STORM SEWERYARD INLETRIM 20.75INV. 7.37 (E) STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N)INV. 17.22 (E)INV. 17.20 (S) STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W)RIP-RAPINV. 22.67INV. 22.90INV. 23.08 INV. 24.19RIP-RAPINV. 23.98STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S) INV. 21.836 (W) STORM SEWERCURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W)RIP-RAPINV. 26.57INV. 26.37INV. 26.36INV. 25.34INV. 25.07INV. 26.89RIP-RAPINV. 26.34STORM SEWERCURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWERCURB INLETEOP 3302INV. 30.71 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W) INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWERYARD INLETRIM 37.90INV. 33.80 (E) STORM SEWER CURB INLETEOP 37.67INV. 34.28 (S)INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W)STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W)STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWER CURB INLETEOP 31.12INV. 26.85 (S)INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWER CURB INLETEOP 38.96INV. 36.08 (E)INV. 35.90 (W) STORM SEWER MANHOLERIM 41.90INV. 38.91 (S)INV. 37.69 (E)INV. 37.47 (W) STORM SE W E R MANHOLERIM 42.63INV. 38.46 (S) INV. 38.29 ( E ) STORM SEWER MANHOLERIM 42.01INV. 37.67 (W) INV. 37.62 (S) INV. 37.47 (E) STORM SEWER CURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVED OVER)0 STORM SEWER CURB INLETEOP 30.68 INV.26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWERYARD INLETRIM 21.60 INV.13.28 (N) INV.13.29 (S) STORM SEWERMANHOLE RIM 22.36 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWE R YARD INLET RIM 19.46INV. 15.54 (S) STORM SEWERMANHOLE RIM 22.36INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S)STORM SEWERCURB INLETRIM 23.28 (EOP) INV. 12.37 (W) INV. 12.35 (E) STORM SEWER CURB INLETRIM 23.31 (EOP)INV. 12.77 (N) INV.12.75 (E) M STOPINFO. SIGNINFO. SIGNLIMIT SIGNSPEED SIGNPARKINGSIGNPARKINGLIMIT SIGNSPEEDINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNSIGNSTREETB-9BOREB-7BOREB-2BOREB-6BOREB-4BOREINFO. SIGN EXIT SIGNLIMIT SIGNSPEEDSIGNH\CSIGNH\CSIGNH\C INFO. SIGNINFO. SIGNINFO. SIGN LIMIT SIGNSPEEDINFO.INFO. SIGNINFO. SIGNINFO. SIGN INFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNB-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGNC-5 SIGNC-5 SIGNB-5 SIGN B-5 SIGNB-5 SIGNB-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGN STOP SIGNSTOP SIGNSTOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGNSTOPSIGNSTOP SIGN SIGNSTREETSIGNYIELD SIGNYIELDSIGNINFO.SIGNSTREETSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.STOP SIGN SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO.SIGNYIELDSIGNINFO.SIGNILMSIGNINFO.LIGHT POLETRAFFICPED.TRAFFICSIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGNSIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGN C-4 SIGN SIGNPARKING INFO. SIGN LIMIT SIGNSPEED SIGN SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. SIGN INFO.SIGNINFO.SIGNSIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKINGSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGINFO.SIGNSIGNH\CSIGNH\CINFO. SIGNSIGNINFO.INFO. SIGNSIGNINFO. SIGNSIGNINFO. L\PL\PL\PL\PP\PP\PP\PP\PP\PP\PP\PP\PG\WG\WG\WG\WG\WG\WG\WG\WG\W STOP ELEC.VAULTINFO. SIGNINFO. SIGNLIMIT SIGNSPEED SIGNPARKINGSIGNPARKINGLIMIT SIGNSPEEDINFO. SIGNINFO. SIGNELEC.VAULTINFO. SIGNINFO. SIGNSIGNSTREETELEC.BOXB-9BOREB-7BORESWITCHCABINETB-2BOREB-6BOREAT&TVAULTB-4BOREINFO. SIGN OVERHEAD LINE EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT5' SIDEWALK EXIT SIGNPED.BELLSOUTH CONCRETEMARKERLIMIT SIGNSPEEDPEDESTAL AT&TPEDESTALELEC. CONDUITBLOCKFOOTERCONC.HEADWALL CONC.HEADWALLCONC.HEADWALL CONC.FLUMEGRAVELPARKINGCONSTRUCTION TRAILER SIGNH\CSIGNH\CSIGNH\C L\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PINFO. SIGNINFO. SIGNINFO. SIGN LIMIT SIGNSPEEDL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PAT&TPEDESTALL\PP\PL\PINFO.INFO. SIGNINFO. SIGNINFO. SIGN INFO. SIGNINFO. SIGNL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PINFO. SIGNINFO. SIGNINFO. SIGNB-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGNC-5 SIGNC-5 SIGNB-5 SIGN B-5 SIGNB-5 SIGNB-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGN L\P STOP SIGNSTOP SIGNTELE.PED.ELEC.MH.TELE.MHELEC.MH.ELEC.MH.ELEC.MH.ELEC.MH.ELEC.MH.TELE.MHTELE.MHTELE.MHTELE.MHTELE.MHTELE.PED.FIBERVAULT ELEC.VAULTSTOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGNSTOPSIGNSTOP SIGN SIGNSTREETSIGNYIELD PANELELEC.SIGNYIELDSIGNINFO.SIGNSTREETSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.STOP SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMEN TEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\PL\PSIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO.SIGNYIELDVALVESEWERSIGNINFO. SIGNVAULTELEC.PED.ELEC.METERSIGNILMSIGNINFO.VAULTFIBER LIGHT POLETRAFFICVAULTFIBERVAULTSIGNAL MARKERFIBERELEC.METERVAULTFIBERPED.TRAFFICSIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGNL\PVAULTELEC.EDGE OF PAVEMENT EDGE OF PAVEMENTSIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGN C-4 SIGN EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\P ELEC.VAULT SIGNPARKING EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTELEC.VAULTELEC.VAULTINFO. SIGN LIMIT SIGNSPEED SIGN ELEC.PANEL SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED.SIGNINFO. SIGNINFO. SIGNINFO.SIGNINFO.ELEC.PED. ELEC.PED.SIGNINFO. SIGN INFO.SIGNELEC.PED.INFO.SIGNTICKETBOOTH ELEC.PED.ELEC.VAULTSIGNPARKINGL\PSIGNPARKINGSIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKINGL\PSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGELEC.PED.ELEC.PANELINFO.SIGNSIGNH\CSIGNH\CEDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTDUCTVAULTFAAMARKER GENERATORPADBACK FLOWPREVENTERWATERMETEREDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTINFO. SIGNTELE.VAULTELEC.VAULTL\PL\PL\PL\PL\PL\PELEC.VAULTTELE.VAULTELEC.VAULTW\VENCLOSURETELE.VAULTELEC.VAULTSIGNINFO.TELE.MHTELE.MHELEC.MH.L\PELEC.TRANS. INFO. SIGNELEC.TRANS.SIGNINFO. SIGNL\PL\PL\PSIGNINFO. ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVE GRAVEL DRIVE SPOIL SIGNSTOP SIGNBUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT FENCE FENCE FENCEWALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 05 KEY MAP NORTH 1.EXISTING INFORMATION IS BASED ON:a. JULY 15, 2022, SURVEY AND JANUARY 12,2024 SURVEY.b. LOT F IS BASED ON OCTOBER 2023 CADDFILE RECEIVED FROM ILM CONSULTANT. MATCHLINE SEE CD-103 MATCHLINE SEE CD-104 EXISTING STORM INLET EXISTING STORM MANHOLE EXISTING MINOR CONTOUR (0.5 FT) EXISTING MAJOR CONTOUR (1 FT) EXISTING STORM PIPE PROPOSED STORM INLET PROPOSED STORM MANHOLE PROPOSED MINOR CONTOUR (0.25 FT) PROPOSED MAJOR CONTOR (1 FT) PROPOSED STORM PIPE 27.00 27.5 27.0 26.5 LIMITS OF DISTURBANCE 1 ADDENDUM #1 8/23/2024 1 SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ s a m b e r g a \ d 0 5 3 2 9 4 5 \ I L M B P 2 - C G - 1 0 0 - 1 0 5 . d w g Pl o t t e d b y : S a m b e r g , A n d r e w Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 8 : 5 7 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 100% DESIGN 08/09/2024 X X SIGNPARKING SIGNPARKING INFO. SIGN SIGNPARKING SIGNPARKING INFO. SIGN X X X X X X X X X X X X X X X X BUILDING BUILD I N G BOLLARD BOLLARD BOLLA R D BOLLA R D BOLLAR D BOLLARD BOLLA R D BOLLA R D BOLLARD BOLLA R D BOLLARD BOLLA R D BOLLAR D BOLLA R D BOLLARD BOLLA R D BOLLA R D BOLLARD FFE 28.75 EDGE OF PAVEME N T EDGE OF PAVEME N T EDGE OF P AVEMENT EDGE OF PAVEMENT E D G E O F P A V E M E N T E D G E O F P A V E M E N T X W ALK GEN. ROO M 1'x1'STEEL CAPCONC. TOWER TRAFFIC SIGN CONC. HVAC ED GE O F PAV M E N T CONC. ARFF ACCESS ROAD AIRPORT PARKING LOT XX X X X X X X X X X X INV. 15.77 RIM 26.54STORM INLET INV.18.95 INV. INV . 25 . 84 IN V . 26.00 INV. 1 5.10 INV. 18.27 INV. 17.57 18.8 2 12"RC P IN V . 26.06 IN V . 26.40 INV. NO ACCESSRIM 27.11STORM INLET INV. 13.83RIM 26.68STORM INLET SANITARY SEWERMANHOLERIM 27.49INV. 20.31 SANITARY SEWERMANHOLERIM 28.70INV. 20.10 SANITARY SEWERMANHOLERIM 28.75INV. 20.01 GASMETER GASVALVE FIREHYDRANT ELEC.VAULT L\P L\P L\P L\P L\P L\P ELEC.VAULT TELE.VAULT ELEC.VAULT TELE.VAULT E E E E E T T T T T T T T T T T T T T COMMUNICATIONS VAULT L\P TRANSFORMER 29 28 28.5 27.5 29 2928.5 28.5 28 28 27.5 TAXIWAY F PERIMETER ROAD TAXIWAY FTERMINAL APRON CG-106 GRADING PLAN (SHEET 6 OF 6) SCB INV. 11.16STORM SEWER HEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP) INV. 13.72 (N)INV. 13.70 (S)STORM SEWER YARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) STORM SEWERMANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E)INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N)INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWER HEADWALL STORM SEWERMANHOLERIM 24.51INV. 15.24 (NW)INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E)INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWER MANHOLERIM 24.21INV. 13.27 (E)INV. 13.26 (W) STORM SEWERYARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W)STORM SEWERMANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W)STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W) STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W)STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W)STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W)STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N)INV. 21.29 (W)INV. 19.71 (E) INV. 18.48 (S) STORM SEWERYARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W)STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W) INV. 15.79 INV. 15.91INV. 15.83 Allegh e n y Drive STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S) STORM SEWERCURB INLETRIM 24.50 (EOP)INV. 17.13 (N) INV. 13.46 (W)INV. 13.45 (E) STORM SEWER CURB INLETRIM 23.25 (EOP)INV. 13.76 (E)STORM SEWERMANHOLERIM BURIED STORM SEWERMANHOLERIM 23.84INV. 13.35 (S) STORM SEWERYARD INLET RIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINERIP-RAPCURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N) INV. 20.65 (S) STORM SEWERYARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W)INV. 19.41 (S) STORM SEWERYARD INLETRIM 27.00INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33INV. 20.17INV. 20.99 INV. 20.37STORM SEWERYARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWERYARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S)STORM SEWERMANHOLERIM 25.11INV. 6.52STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAP RIP-RAP STORM SEWER MANHOLERIM 22.71INV. 15.46 (E)INV. 14.39 (S)INV. 14.13 (W)STORM SEWER MANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55INV. 18.89RIP-RAP STORM SEWERYARD INLETRIM 20.75INV. 7.37 (E) STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N)INV. 17.22 (E)INV. 17.20 (S) STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W)RIP-RAPINV. 22.67INV. 22.90INV. 23.08 INV. 24.19RIP-RAPINV. 23.98STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S) INV. 21.836 (W) STORM SEWERCURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W)RIP-RAPINV. 26.57INV. 26.37INV. 26.36INV. 25.34INV. 25.07INV. 26.89RIP-RAPINV. 26.34STORM SEWERCURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWERCURB INLETEOP 3302INV. 30.71 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W) INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWERYARD INLETRIM 37.90INV. 33.80 (E) STORM SEWER CURB INLETEOP 37.67INV. 34.28 (S)INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W)STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W)STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWER CURB INLETEOP 31.12INV. 26.85 (S)INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWER CURB INLETEOP 38.96INV. 36.08 (E)INV. 35.90 (W) STORM SEWER MANHOLERIM 41.90INV. 38.91 (S)INV. 37.69 (E)INV. 37.47 (W) STORM SE W E R MANHOLERIM 42.63INV. 38.46 (S) INV. 38.29 ( E ) STORM SEWER MANHOLERIM 42.01INV. 37.67 (W) INV. 37.62 (S) INV. 37.47 (E) STORM SEWER CURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVED OVER)0 STORM SEWER CURB INLETEOP 30.68 INV.26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWERYARD INLETRIM 21.60 INV.13.28 (N) INV.13.29 (S) STORM SEWERMANHOLE RIM 22.36 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWE R YARD INLET RIM 19.46INV. 15.54 (S) STORM SEWERMANHOLE RIM 22.36INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S)STORM SEWERCURB INLETRIM 23.28 (EOP) INV. 12.37 (W) INV. 12.35 (E) STORM SEWER CURB INLETRIM 23.31 (EOP)INV. 12.77 (N) INV.12.75 (E) M STOPINFO. SIGNINFO. SIGNLIMIT SIGNSPEED SIGNPARKINGSIGNPARKINGLIMIT SIGNSPEEDINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNSIGNSTREETB-9BOREB-7BOREB-2BOREB-6BOREB-4BOREINFO. SIGN EXIT SIGNLIMIT SIGNSPEEDSIGNH\CSIGNH\CSIGNH\C INFO. SIGNINFO. SIGNINFO. SIGN LIMIT SIGNSPEEDINFO.INFO. SIGNINFO. SIGNINFO. SIGN INFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNB-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGNC-5 SIGNC-5 SIGNB-5 SIGN B-5 SIGNB-5 SIGNB-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGN STOP SIGNSTOP SIGNSTOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGNSTOPSIGNSTOP SIGN SIGNSTREETSIGNYIELD SIGNYIELDSIGNINFO.SIGNSTREETSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.STOP SIGN SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO.SIGNYIELDSIGNINFO.SIGNILMSIGNINFO.LIGHT POLETRAFFICPED.TRAFFICSIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGNSIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGN C-4 SIGN SIGNPARKING INFO. SIGN LIMIT SIGNSPEED SIGN SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. SIGN INFO.SIGNINFO.SIGNSIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKINGSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGINFO.SIGNSIGNH\CSIGNH\CINFO. SIGNSIGNINFO.INFO. SIGNSIGNINFO. SIGNSIGNINFO. L\PL\PL\PL\PP\PP\PP\PP\PP\PP\PP\PP\PG\WG\WG\WG\WG\WG\WG\WG\WG\W STOP ELEC.VAULTINFO. SIGNINFO. SIGNLIMIT SIGNSPEED SIGNPARKINGSIGNPARKINGLIMIT SIGNSPEEDINFO. SIGNINFO. SIGNELEC.VAULTINFO. SIGNINFO. SIGNSIGNSTREETELEC.BOXB-9BOREB-7BORESWITCHCABINETB-2BOREB-6BOREAT&TVAULTB-4BOREINFO. SIGN OVERHEAD LINE EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT5' SIDEWALK EXIT SIGNPED.BELLSOUTH CONCRETEMARKERLIMIT SIGNSPEEDPEDESTAL AT&TPEDESTALELEC. CONDUITBLOCKFOOTERCONC.HEADWALL CONC.HEADWALLCONC.HEADWALL CONC.FLUMEGRAVELPARKINGCONSTRUCTION TRAILER SIGNH\CSIGNH\CSIGNH\C L\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PINFO. SIGNINFO. SIGNINFO. SIGN LIMIT SIGNSPEEDL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PAT&TPEDESTALL\PP\PL\PINFO.INFO. SIGNINFO. SIGNINFO. SIGN INFO. SIGNINFO. SIGNL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PINFO. SIGNINFO. SIGNINFO. SIGNB-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGNC-5 SIGNC-5 SIGNB-5 SIGN B-5 SIGNB-5 SIGNB-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGN L\P STOP SIGNSTOP SIGNTELE.PED.ELEC.MH.TELE.MHELEC.MH.ELEC.MH.ELEC.MH.ELEC.MH.ELEC.MH.TELE.MHTELE.MHTELE.MHTELE.MHTELE.MHTELE.PED.FIBERVAULT ELEC.VAULTSTOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGNSTOPSIGNSTOP SIGN SIGNSTREETSIGNYIELD PANELELEC.SIGNYIELDSIGNINFO.SIGNSTREETSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.STOP SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMEN TEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\PL\PSIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO.SIGNYIELDVALVESEWERSIGNINFO. SIGNVAULTELEC.PED.ELEC.METERSIGNILMSIGNINFO.VAULTFIBER LIGHT POLETRAFFICVAULTFIBERVAULTSIGNAL MARKERFIBERELEC.METERVAULTFIBERPED.TRAFFICSIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGNL\PVAULTELEC.EDGE OF PAVEMENT EDGE OF PAVEMENTSIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGN C-4 SIGN EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\P ELEC.VAULT SIGNPARKING EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTELEC.VAULTELEC.VAULTINFO. SIGN LIMIT SIGNSPEED SIGN ELEC.PANEL SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED.SIGNINFO. SIGNINFO. SIGNINFO.SIGNINFO.ELEC.PED. ELEC.PED.SIGNINFO. SIGN INFO.SIGNELEC.PED.INFO.SIGNTICKETBOOTH ELEC.PED.ELEC.VAULTSIGNPARKINGL\PSIGNPARKINGSIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKINGL\PSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGELEC.PED.ELEC.PANELINFO.SIGNSIGNH\CSIGNH\CEDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTDUCTVAULTFAAMARKER GENERATORPADBACK FLOWPREVENTERWATERMETEREDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTINFO. SIGNTELE.VAULTELEC.VAULTL\PL\PL\PL\PL\PL\PELEC.VAULTTELE.VAULTELEC.VAULTW\VENCLOSURETELE.VAULTELEC.VAULTSIGNINFO.TELE.MHTELE.MHELEC.MH.L\PELEC.TRANS. INFO. SIGNELEC.TRANS.SIGNINFO. SIGNL\PL\PL\PSIGNINFO. ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVE GRAVEL DRIVE SPOIL SIGNSTOP SIGNBUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT FENCE FENCE FENCEWALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 05 KEY MAP NORTH 1.EXISTING INFORMATION IS BASED ON:a. JULY 15, 2022, SURVEY AND JANUARY 12,2024 SURVEY.b. LOT F IS BASED ON OCTOBER 2023 CADDFILE RECEIVED FROM ILM CONSULTANT. SCB AGS LEGEND NOTES EXISTING STORM INLET EXISTING STORM MANHOLE EXISTING MINOR CONTOUR (0.5 FT) EXISTING MAJOR CONTOUR (1 FT) EXISTING STORM PIPE PROPOSED STORM INLET PROPOSED STORM MANHOLE PROPOSED MINOR CONTOUR (0.25 FT) PROPOSED MAJOR CONTOR (1 FT) PROPOSED STORM PIPE 27.00 27.5 27.0 26.5 LIMITS OF DISTURBANCE 1 ADDENDUM #1 8/23/2024 1 SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ s a m b e r g a \ d 0 5 3 2 9 4 5 \ I L M B P 2 - C G - 1 0 0 - 1 0 5 . d w g Pl o t t e d b y : S a m b e r g , A n d r e w Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 8 : 5 7 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 100% DESIGN 08/09/2024 PROPOSED SWALE TO EXISTING DRAINAGE STRUCTURE PROPOSED SWALE TO EXISTING DRAINAGE STRUCTURE X X M X X X X X X X X X MH MH MH XX XXXX XX XX XX XX XX XX XX XX XX XX 1 2 4 5 3 L\P L\P L\P L\P P\P P\P P\P P\P P\P P\P P\P P\P G\W G\W G\WG\W G\WG\W G\W G\W G\W ELEC . VAULT ELEC. VAUL T ELEC . BOX SWITCH CABINET AT&T VAUL T OVERHEAD LINE PED.BELLSOUTH AT&T PEDESTAL ELEC . C O N D U I T BLOCK FOOTER L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\PL\P L\P L\PL\B L\P L\B L\B L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P AT&T PEDESTAL L\P P\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P T TELE. PED.ELEC. MH. TELE. MH E ELEC. MH. E ELEC. MH. E ELEC. MH. E ELEC. MH. E TTELE. MH TTELE. MH TTELE.MH TTELE.MH TELE. PED. ELEC . VAULT PANELELEC. L\P L\P VAULTELEC. L\P ELEC. VAUL T ELEC. VAULT ELEC . VAULT ELEC. PANEL ELEC . PED. ELEC. PED. ELEC. PED. ELEC . PED. ELEC . PED. ELEC . VAULT L\P L\P ELEC.PED. ELEC. PANEL DUCT VAULT FAAMARKER TELE. VAULT ELEC. VAULT L\P L\P L\P L\P L\P L\P ELEC . VAU L T TELE. VAULT ELEC. VAULT TELE. VAULT ELEC . VAULT TTELE. MH TTELE.MH ELEC . MH. E L\P ELEC . TRANS. ELEC . TRANS. L\P L\P L\P ET T L\P L\P L\B L\B L\B L\B L\B L\B L\B L\B L\B L\B L\B L\B L\B L\BL\B L\B L\B L\B L\B L\B L\B L\B L\B L\B L\B L\B L\B L\P L\BL\BL\B E E E E E T T T T E E E E E E E E E E E E E E E E E E E E E E E E E E E E E T T T T T T T T T T T T T T T T T TV TV E E T T C T T lp T E E E E E E E E T T T T T T T T T E E E E E E E E T T T T T T T T T T T T T T T T T T T T T T T ABANDONED COMM LINE, VIF AB ANDON ED CO MM LIN E , V I F A A A A A A A A A A A A A A P\P GUYWIRE P\PP\P GUYWIRE T AT&THANDHOL E AT&THANDHO L E TRANSFORMER T T L\P PHONEPED. L\P L\P L\P TRANSFORMER TRANSFO RMER COMMUNICATIONS VAULT L\P TRANSFORMER P\P TEMP O R A R Y S E R V I C E P O L E T T T T T T T T T T T AT&T VAUL T L\B L\B L\B L\B L\P L\P L\P L\P L\P L\B L\B L\P L\P PED E S T A L L\B L\B L\B L\BL\P SAN SAN SA N SA N S A N SA N SA N SAN SAN SAN SA N SAN S A N SA N SA N SA N S A N SAN SAN S A N SAN S A N SAN SAN SAN SA N SAN S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 12"WL (SIZE P R OVID ED BY C FPUA) 12" WL (SIZE PROVIDED BY CFPU A ) 8"WL (SIZE PROVIDED BY CFPUA) W G G G G S W W W WWWW SANITARY SEWER FIREHYDRANT WATERVALVE INV. SAN SANITARY SEWER MANH O LE RIM 22.9 9 INV. 4.30 SANITARY SEWER MAN H O LE RIM 23.87 INV. 3.30 SANITARY SEWER MANHOLE RIM 17.23 INV. 2.31 S A N S A N S A N S A N SANITARY SEWER MANHOLE RIM 16.30 INV. 1.15 SAN I TARY SEWER MAN H O LE RIM 23.0 1 INV. 14.56 SANITARY SEWER MANHOLE RIM 24.2 0 INV. 13.65 INV.19.18 INV.19.06 STORM MH RIM 22.73 INV. 14.52 INV 14.74INV. 17.78 HEADWALL INV.18.60 HEADWALL INV. 14.58 INV.12.38 WINGWALL WINGWALL WALL WINGWALL WING GA S GA S JUNCT I O N BOX SANITARY S E W E R MANHOLE RIM 29.39 INV.23.91 WATER VALVE FIREHYDRANT BACK FLOW PREVENTOR WATERMETER RIP-RAP W BACK FLOW PREVENTERWATER METER 15"RCP INV.25.39HEADWA L L WATERMETER HEADW A L L 15"RCP INV. 25.98 INV. 15.77 RIM 26.54 STORM INLETINV.18.95INV. INV.25.84 INV.26.00 22.55INV. INV. 20.50INV.20.70 INV. 15.10INV. 18.27 INV. 17.57 18.82 INV.26.06 INV.26.40 INV. 23.13RIM 25.38STORM INLET INV. 18.83RIM 27.63STORM MANHOLE INV. NO ACCES S RIM 27.11STORM INLET INV. 13.83RIM 26.68STORM INLET SANITARY S E W E R MANHOLE RIM 27.49 INV. 20 . 3 1 SANITA R Y S E W E R MANHOL E RIM 28.70 INV. 20.10 SANITARY S E W ER MANHOLE RIM 28.75 INV. 20.01 GASMETER GASVALVE FIREHYDRAN T G AS GAS G AS G AS GAS W BACK FLOW PREVENTER WATER METER 5 LEGEND PROPOSED BP2-PH1B DROP INLET/ CATCH BASIN PROPOSED BP2-PH1B STORMDRAINAGE LINE EXISTING STORM DRAINAGE LINE PROPOSED BP2-PH1B MANHOLE PROPOSED BP1-PH1A DROPINLET/ CATCH BASIN PROPOSED BP1-PH1A MANHOLE EXISTING DROP INLET/ CATCH BASIN EXISTING MANHOLE PROPOSED BP1-PH1A STORMDRAINAGE LINE ILM OUTFALL 001A1 ILM OUTFALL 001A2 ILM OUTFALL 001B ILM OUTFALL 002 DRAINAGE FLOW ARROW NOTES 1. EXISTING INFORMATION IS BASED ON: a. JULY 15, 2022 AND JANUARY 12,2024, SURVEY. b. LOT F IS BASED ON OCTOBER 2023 CADDFILE RECEIVED FROM ILM CONSULTANT. c. PH1A PROPOSED DRAINAGE MAY BEEXISTING, IN PROGRESS OF BEING INSTALLED, OR INSTALLED AT TIME OF BIDDING. 2. PLAN SHEET MUST BE PRINTED IN COLOR. 3. REFER TO CD-100 - CD-105 FOR UTILITY ABANDONMENT/REMOVAL REQUIREMENTS. 4. REFER TO SHEETS CS-200 - CS-307 FORGEOMETRY LAYOUT INFORMATION. 5. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE ON THE PROJECT AT ALL TIMES. IF DURING SIGNIFICANT RAIN EVENTS AREAS CANNOT BE MAINTAINED, THE CONTRACTOR SHALL UTILIZE PUMPS AND DEWATERING BAGS TO MAINTAIN SITE. SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 5 \ I L M B P 2 - D R . d w g Pl o t t e d b y : A r m s t r o n g , Z a n e Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 3 : 2 7 P M WILMINGTON INTERNATIONAL AIRPORT NO RTH SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 400200200 200 100% DESIGN 08/09/2024 CG-140 ZHA AGS DMS OVERALLDRAINAGE PLAN 1 ADDENDUM #1 08/23/2024 1 1 XX XX XX XX XX XX XX XX XX XX XX XX XX XX 16+1 4 . 0 7 17+ 00.0 0 1 8 +0 0 .0 0 1 9 +0 0 .0 0 2 0 +0 0 .0 0 2 1 +0 0 .0 0 22+00.00 14+0 0 . 0 0 15+ 00.0 0 16+00.0 0 17+ 00.0 0 18+00.0 0 19+00 . 0 0 20+00.00 21+00.00 22+00.00 23+00.00 24+00.00 L\P L\P ELE C . VAULT ELE C . BOX L\P L\P L\P L\P L\P L\P L\P L\P T TELE. PED.ELE C . MH. TELE. MH E ELEC. MH. E T TELE. MH T TELE. MH PAN E L ELE C . L\P VAULT ELE C . ELE C . PANEL ELE C . TRANS. ELE C . TRANS. E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T UTV UTV E lpT T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SAN SA N SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SA N SA N SA N S AN SA N SA N S A N SAN SA N SA N SAN SAN SA N SAN SAN SAN SAN S A N S A N S A N S A N SAN SAN SAN SAN SAN SAN SAN SAN S S S S S S W W W W W W W W W W W W W W W W W W W 12"W L (SIZE PR OVIDED BY CFPUA) 12" WL (SIZE P R OVID ED BY C FPU A) 8 "WL (S IZE P ROVIDED B Y CFPUA ) SAN GAS GAS G AS GAS GAS G AS GAS GAS GAS GAS EX_S-01-04 EX_S-01-03 EX-S-01-01 EX_S-01-02 EX-OUTFALL-001A1 S-01A-11 S-01A-12 EX_S-01-11 S-01A-02 S-01A-13 S-01A-10 S-01A-03 S-01-01 S-01A-01 S-01A-04 EX_S-01-19 EX_S-01-20 EX_S-01-21 EX_S-01-10 EXI STING 134' LF 72" RCP EXISTIN G 49 9 ' LF 72 " RC P EXISTING 57' LF 72" RCP EXISTING 54' LF 72" RCP 176' LF 72" CL III RCP @ 0.31% E XIS TING 150' LF 24" RCP E XIS TI N G 5 0 8 ' L F 7 2 " R C P EXISTING 114' LF 24" RCP EXISTING 93' LF 18" RCP EXISTING 35' LF 60" RCP EXISTING 281' LF 72" RCP 105' L F 1 8" C L I I I R CP @ 0 .2 0% 12 0 ' LF 15 " CL III RCP @ 0. 30 % 120' LF 18" CL III RCP @ 0.40% 120' LF 18" CL III RCP @ 0.20% 127' LF 15" CL III RCP @ 0.50% 77' LF 15" CL III RCP @ 0.94% EXISTIN G 9 5' LF 24" R CP 74' LF 15" CL III RCP @ 0.50% 30' LF 15" CL III RCP @ 0.50% INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N) INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) STORM SEWER MANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E) INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N) INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALL STORM SEWERMANHOLERIM 24.51INV. 15.24 (NW)INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E) INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWERMANHOLERIM 24.21INV. 13.27 (E) INV. 13.26 (W) STORM SEWER YARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W) STORM SEWER MANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W) STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W) STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W) STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W) STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W) STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N)INV. 21.29 (W) INV. 19.71 (E)INV. 18.48 (S) STORM SEWER YARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W) STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W) INV. 15.79 INV. 15.91 INV. 15.83 Allegheny Drive STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S) STORM SEWERCURB INLETRIM 24.50 (EOP) INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP)INV. 13.76 (E) STORM SEWERMANHOLERIM BURIED STORM SEWER MANHOLERIM 23.84INV. 13.35 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S) STORM SEWER YARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W)INV. 19.41 (S) STORM SEWER YARD INLETRIM 27.00 INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33 INV. 20.17 INV. 20.99 INV. 20.37 STORM SEWER YARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWERYARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S) STORM SEWERMANHOLERIM 25.11INV. 6.52 STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPRIP-RAP STORM SEWERMANHOLERIM 22.71INV. 15.46 (E) INV. 14.39 (S)INV. 14.13 (W)STORM SEWERMANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWERYARD INLETRIM 20.75INV. 7.37 (E) STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N) INV. 17.22 (E)INV. 17.20 (S) STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89 STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90 INV. 23.08 INV. 24.19RIP-RAPINV. 23.98 STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWER CURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W) RIP-RAPINV. 26.57 INV. 26.37 INV. 26.36 INV. 25.34 INV. 25.07 INV. 26.89 RIP-RAPINV. 26.34 STORM SEWER CURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWERCURB INLETEOP 3302INV. 30.71 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWER YARD INLETRIM 37.90INV. 33.80 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S)INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S) INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWERCURB INLETEOP 38.96INV. 36.08 (E) INV. 35.90 (W) STORM SEWERMANHOLERIM 41.90INV. 38.91 ( S) INV. 37.69 (E) INV. 37.47 (W) STORM SEWERMANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEWERMANHOLERIM 42.01INV. 37.67 (W)INV. 37.62 (S)INV. 37.47 (E) STORM SEWERCURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVED OVER)0 STORM SEWERCURB INLETEOP 30.68 INV.26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWERYARD INLETRIM 21.60 INV.13.28 (N) INV.13.29 (S) STORM SEWER MANHOLE RIM 22.36 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM19.46INV. 15.54 (S) STORM SEWER MANHOLE RIM 22.36 INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S) STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV.12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP) INV. 12.77 (N) INV. 12.75 (E) M STOP INFO. SIGN INFO. SIGN LIMIT SIGNSPEED SIGNPARKING SIGNPARKING LIMIT SIGNSPEED INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNSIGNSTREET B-9BORE B-7BORE B-2BOREB-6BORE B-4BORE INFO. SIGN EXIT SIGN LIMIT SIGNSPEEDSIGNH\C SIGNH\C SIGNH\CINFO. SIGN INFO. SIGNINFO. SIGN LIMIT SIGNSPEED INFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGNSTOPSIGN STOP SIGN SIGNSTREETSIGNYIELDSIGNYIELDSIGNINFO.SIGNSTREETSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNYIELDSIGNINFO. SIGNILM SIGNINFO.LIGHT POLETRAFFIC PED.TRAFFICSIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN SIGNPARKING INFO. SIGN LIMIT SIGNSPEED SIGNSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGN INFO.SIGNINFO.SIGNSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING STOPSIGNPARKINGSIGNPARKINGSIGNPARKINGINFO.SIGNSIGNH\CSIGNH\C INFO. SIGN SIGNINFO. INFO. SIGN SIGN INFO. SIGN SIGNINFO.L\PL\PL\P L\P P\P P\PP\PP\PP\PP\PP\PP\PG\WG\WG\WG\W G\WG\WG\WG\WG\WSTOPELEC.VAULT INFO. SIGN INFO. SIGN LIMIT SIGNSPEED SIGNPARKING SIGNPARKING LIMIT SIGNSPEED INFO. SIGN INFO. SIGNELEC.VAULT INFO. SIGN INFO. SIGNSIGNSTREETELEC.BOXB-9BORE B-7BORE SWITCHCABINET B-2BOREB-6BOREAT&TVAULT B-4BORE INFO. SIGN OVERHEAD LINEEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT 5' SIDEWALK EXIT SIGNPED.BELLSOUTH CONCRETEMARKER LIMIT SIGNSPEEDPEDESTAL AT&TPEDESTAL ELEC. CONDUIT BLOCKFOOTER CONC.HEADWALL CONC.HEADWALLCONC.HEADWALLCONC.FLUME GRAVELPARKING CONSTRUCTIONTRAILERSIGNH\C SIGNH\C SIGNH\CL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\P L\P L\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\P L\P L\PL\PL\PL\PL\P L\PL\PINFO. SIGN INFO. SIGNINFO. SIGN LIMIT SIGNSPEEDL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\P L\P L\PL\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\P L\P L\P L\PL\PL\PAT&TPEDESTALL\PP\PL\PINFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN L\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PINFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGNL\PSTOP SIGNSTOP SIGNTELE.PED.ELEC.MH.TELE.MHELEC.MH. ELEC.MH.ELEC.MH.ELEC.MH.ELEC.MH. TELE.MHTELE.MH TELE.MH TELE.MH TELE.MHTELE.PED.FIBERVAULTELEC.VAULT STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGNSTOPSIGN STOP SIGN SIGNSTREETSIGNYIELDPANELELEC.SIGNYIELDSIGNINFO.SIGNSTREETSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\PL\P SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNYIELDVALVESEWERSIGNINFO.SIGNVAULT ELEC.PED.ELEC.METERSIGNILM SIGNINFO.VAULTFIBERLIGHT POLETRAFFIC VAULTFIBERVAULTSIGNALMARKERFIBERELEC.METERVAULTFIBERPED.TRAFFICSIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN L\PVAULTELEC. EDGE OF PAVEMENT EDGE OF PAVEMENT SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\P ELEC.VAULT SIGNPARKING EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTELEC.VAULT ELEC.VAULTINFO. SIGN LIMIT SIGNSPEED SIGNELEC.PANELSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED. ELEC.PED.SIGNINFO. SIGN INFO.SIGNELEC.PED.INFO.SIGN TICKETBOOTH ELEC.PED.ELEC.VAULTSIGNPARKINGL\PSIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGL\PSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGELEC.PED.ELEC.PANELINFO.SIGNSIGNH\CSIGNH\C EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTDUCTVAULT FAAMARKER GENERATORPADBACK FLOWPREVENTER WATERMETEREDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT INFO. SIGN TELE.VAULT ELEC.VAULTL\PL\PL\PL\PL\PL\PELEC.VAULT TELE.VAULTELEC.VAULTW\VENCLOSURE TELE.VAULTELEC.VAULT SIGNINFO. TELE.MH TELE.MHELEC.MH.L\PELEC.TRANS. INFO. SIGNELEC.TRANS. SIGN INFO. SIGNL\PL\PL\PSIGNINFO.ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVEGRAVEL DRIVE SPOIL SIGN STOP SIGN BUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT FENCE FENCE FENCE WALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 05 KEY MAP SYSTEM #24 SEE SHEET CG-158 SYSTEM #18SEE SHEET CG-155 SYSTEM #25 SEE SHEET CG-158 SYSTEM #27SEE SHEET CG-159 SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 5 \ I L M B P 2 - D R . d w g Pl o t t e d b y : A r m s t r o n g , Z a n e Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 3 : 2 7 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 NO RTH 100% DESIGN 08/09/2024 CG-141 MA T C H L I N E S E E C G - 1 4 2 MATCHLINE SEE CG-143 ZHA AGS DMS PROPOSED DRAINAGE PLAN (SHEET 1 OF 5) CONNECT PROPOSED PIPETO EXISTING INLET S-01-38 INSTALLED IN PHASE 1A. CONNECT S-01-01 TO EXISTING 24" RCP (CONTRACTOR TO FIELD VERIFY INVERT OF EXISTING 24" RCP) LEGEND PROPOSED BP2-PH1B DROP INLET/ CATCH BASIN PROPOSED BP2-PH1B STORMDRAINAGE LINE EXISTING STORM DRAINAGE LINE PROPOSED BP2-PH1B MANHOLE PROPOSED BP1-PH1A DROPINLET/ CATCH BASIN PROPOSED BP1-PH1A MANHOLE EXISTING DROP INLET/ CATCH BASIN EXISTING MANHOLE PROPOSED BP1-PH1A STORMDRAINAGE LINE DRAINAGE FLOW ARROW NOTES 1. EXISTING INFORMATION IS BASED ON: a. JULY 15, 2022 AND JANUARY 12,2024, SURVEY. b. LOT F IS BASED ON OCTOBER 2023 CADDFILE RECEIVED FROM ILM CONSULTANT. c. PH1A PROPOSED DRAINAGE MAY BEEXISTING, IN PROGRESS OF BEING INSTALLED, OR INSTALLED AT TIME OF BIDDING. 2. PLAN SHEET MUST BE PRINTED IN COLOR. 3. REFER TO CD-100 - CD-105 FOR UTILITY ABANDONMENT/REMOVAL REQUIREMENTS. 4. REFER TO SHEETS CS-200 - CS-307 FORGEOMETRY LAYOUT INFORMATION. 5. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE ON THE PROJECT AT ALL TIMES. IF DURING SIGNIFICANT RAIN EVENTS AREAS CANNOT BE MAINTAINED, THE CONTRACTOR SHALL UTILIZE PUMPS AND DEWATERING BAGS TO MAINTAIN SITE. CONTRACTOR TO FIELD INVESTIGATEELEVATION OF EXISTING UTILITIES PRIOR TO INSTALLATION OF PROPOSED STORM SEWER. EXISTING UTILITIES TO BE PROTECTED. CONTRACTOR TO FIELD INVESTIGATE ELEVATION OF EXISTING UTILITIES PRIORTO INSTALLATION OF PROPOSED STORM SEWER.EXISTING UTILITIES TO BE PROTECTED. SYSTEM #28 SEE SHEET CG-159 EXISTING MANHOLE EX_S-01-11 TO BE ADJUSTED 1 ADDENDUM #1 08/23/2024 1 X X X X X X XX XX XX XX XX XX XX XX XX XX XX XX XX XX 24+00.00 25+00.00 26+00.00 27+00.00 2 8 +0 0 .0 027+00.00 28 + 0 0 . 0 0 29 + 0 0 . 0 0 3 0 + 0 0 . 0 0 31 + 0 0 . 0 0 32 + 0 0 . 0 0 L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P E E E E E E E E E E E E E E E E E E E E E E E T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T TE E E E E E E E E E E E E E E E E E E E E E E E E T T T T T T T T T T T T T T T T T T T T T T T T T T T E E E E E E E E E E E E E E E E E E E E E E E E E E E E EEEEE E E E E E EEEEE SAN W W W WW WING WALL WING WALL WALL WING WALL WING EX-OUTFALL-001A2 S-01-14 S-01-17 S-01-16 S-01-15 S-01-04 S-01-09 S-01-12 EX_S-01-31 S-01-13 S-01-10 S-01-03 S-01-07 S-01-42 S-01-05 S-01-06B S-01-11 S-01-06A S-01-06 EX_S-01-17A S-01-43 S-01-02 S-01-41 118' LF 42" CL III RCP @ 1.04% 12 0 ' LF 15 " CL III RCP @ 0. 94 % 12 0 ' L F 1 5 " C L I I I R C P @ 1 . 0 0 % 129' LF 30" CL III RC P @ 0.25% 63' LF 24" CL III RCP @ 0.21% 39' LF 15" CL III RCP @ 0.43% 147' LF 24" CL III RCP @ 0.51% 22 7 ' LF 48 " CL III RCP @ 1. 00 % 69' LF 48" CL III RCP @ 0.20% 84' LF 42" CL III RCP @ 0.85% 180' LF 30" CL III RCP @ 0.25% 23' LF 15" CL III RCP @ 0.48% 120' LF 24" CL III RCP @ 0.63% 37' LF 48" CL III RCP @ 1.80% 4 0 2 ' L F 4 8 " C L I I I R C P @ 0. 0 5 % 227' LF 24" CL III RCP @ 0.49% 12' LF 48" CL III RCP @ 1.04%57' LF 24" CL III RCP @ 0.09% 21' LF 24" CL III RCP @ 0.42% 35' LF 15" CL III RCP @ 0.50% 35' LF 15" CL III RCP @ 0.50% 71' LF 24" CL III RCP @ 0.50% 31' LF 48" CL III RCP @ 1.80% 239' LF 48" CL III RCP @ 1.13% INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N) INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) STORM SEWER MANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E) INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N) INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALL STORM SEWERMANHOLERIM 24.51INV. 15.24 (NW)INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E) INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWERMANHOLERIM 24.21INV. 13.27 (E) INV. 13.26 (W) STORM SEWER YARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W) STORM SEWER MANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W) STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W) STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W) STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W) STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W) STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N)INV. 21.29 (W) INV. 19.71 (E)INV. 18.48 (S) STORM SEWER YARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W) STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W) INV. 15.79 INV. 15.91 INV. 15.83 Allegheny Drive STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S) STORM SEWERCURB INLETRIM 24.50 (EOP) INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP)INV. 13.76 (E) STORM SEWERMANHOLERIM BURIED STORM SEWER MANHOLERIM 23.84INV. 13.35 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S) STORM SEWER YARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W)INV. 19.41 (S) STORM SEWER YARD INLETRIM 27.00 INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33 INV. 20.17 INV. 20.99 INV. 20.37 STORM SEWER YARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWERYARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S) STORM SEWERMANHOLERIM 25.11INV. 6.52 STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPRIP-RAP STORM SEWERMANHOLERIM 22.71INV. 15.46 (E) INV. 14.39 (S)INV. 14.13 (W)STORM SEWERMANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWERYARD INLETRIM 20.75INV. 7.37 (E) STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N) INV. 17.22 (E)INV. 17.20 (S) STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89 STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90 INV. 23.08 INV. 24.19RIP-RAPINV. 23.98 STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWER CURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W) RIP-RAPINV. 26.57 INV. 26.37 INV. 26.36 INV. 25.34 INV. 25.07 INV. 26.89 RIP-RAPINV. 26.34 STORM SEWER CURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWERCURB INLETEOP 3302INV. 30.71 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWER YARD INLETRIM 37.90INV. 33.80 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S)INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S) INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWERCURB INLETEOP 38.96INV. 36.08 (E) INV. 35.90 (W) STORM SEWERMANHOLERIM 41.90INV. 38.91 ( S) INV. 37.69 (E) INV. 37.47 (W) STORM SEWERMANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEWERMANHOLERIM 42.01INV. 37.67 (W)INV. 37.62 (S)INV. 37.47 (E) STORM SEWERCURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVED OVER)0 STORM SEWERCURB INLETEOP 30.68 INV.26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWERYARD INLETRIM 21.60 INV.13.28 (N) INV.13.29 (S) STORM SEWER MANHOLE RIM 22.36 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM19.46INV. 15.54 (S) STORM SEWER MANHOLE RIM 22.36 INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S) STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV.12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP) INV. 12.77 (N) INV. 12.75 (E) M STOP INFO. SIGN INFO. SIGN LIMIT SIGNSPEED SIGNPARKING SIGNPARKING LIMIT SIGNSPEED INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNSIGNSTREET B-9BORE B-7BORE B-2BOREB-6BORE B-4BORE INFO. SIGN EXIT SIGN LIMIT SIGNSPEEDSIGNH\C SIGNH\C SIGNH\CINFO. SIGN INFO. SIGNINFO. SIGN LIMIT SIGNSPEED INFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGNSTOPSIGN STOP SIGN SIGNSTREETSIGNYIELDSIGNYIELDSIGNINFO.SIGNSTREETSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNYIELDSIGNINFO. SIGNILM SIGNINFO.LIGHT POLETRAFFIC PED.TRAFFICSIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN SIGNPARKING INFO. SIGN LIMIT SIGNSPEED SIGNSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGN INFO.SIGNINFO.SIGNSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING STOPSIGNPARKINGSIGNPARKINGSIGNPARKINGINFO.SIGNSIGNH\CSIGNH\C INFO. SIGN SIGNINFO. INFO. SIGN SIGN INFO. SIGN SIGNINFO.L\PL\PL\P L\P P\P P\PP\PP\PP\PP\PP\PP\PG\WG\WG\WG\W G\WG\WG\WG\WG\WSTOPELEC.VAULT INFO. SIGN INFO. SIGN LIMIT SIGNSPEED SIGNPARKING SIGNPARKING LIMIT SIGNSPEED INFO. SIGN INFO. SIGNELEC.VAULT INFO. SIGN INFO. SIGNSIGNSTREETELEC.BOXB-9BORE B-7BORE SWITCHCABINET B-2BOREB-6BOREAT&TVAULT B-4BORE INFO. SIGN OVERHEAD LINEEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT 5' SIDEWALK EXIT SIGNPED.BELLSOUTH CONCRETEMARKER LIMIT SIGNSPEEDPEDESTAL AT&TPEDESTAL ELEC. CONDUIT BLOCKFOOTER CONC.HEADWALL CONC.HEADWALLCONC.HEADWALLCONC.FLUME GRAVELPARKING CONSTRUCTIONTRAILERSIGNH\C SIGNH\C SIGNH\CL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\P L\P L\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\P L\P L\PL\PL\PL\PL\P L\PL\PINFO. SIGN INFO. SIGNINFO. SIGN LIMIT SIGNSPEEDL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\P L\P L\PL\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\P L\P L\P L\PL\PL\PAT&TPEDESTALL\PP\PL\PINFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN L\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PINFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGNL\PSTOP SIGNSTOP SIGNTELE.PED.ELEC.MH.TELE.MHELEC.MH. ELEC.MH.ELEC.MH.ELEC.MH.ELEC.MH. TELE.MHTELE.MH TELE.MH TELE.MH TELE.MHTELE.PED.FIBERVAULTELEC.VAULT STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGNSTOPSIGN STOP SIGN SIGNSTREETSIGNYIELDPANELELEC.SIGNYIELDSIGNINFO.SIGNSTREETSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\PL\P SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNYIELDVALVESEWERSIGNINFO.SIGNVAULT ELEC.PED.ELEC.METERSIGNILM SIGNINFO.VAULTFIBERLIGHT POLETRAFFIC VAULTFIBERVAULTSIGNALMARKERFIBERELEC.METERVAULTFIBERPED.TRAFFICSIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN L\PVAULTELEC. EDGE OF PAVEMENT EDGE OF PAVEMENT SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\P ELEC.VAULT SIGNPARKING EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTELEC.VAULT ELEC.VAULTINFO. SIGN LIMIT SIGNSPEED SIGNELEC.PANELSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED. ELEC.PED.SIGNINFO. SIGN INFO.SIGNELEC.PED.INFO.SIGN TICKETBOOTH ELEC.PED.ELEC.VAULTSIGNPARKINGL\PSIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGL\PSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGELEC.PED.ELEC.PANELINFO.SIGNSIGNH\CSIGNH\C EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTDUCTVAULT FAAMARKER GENERATORPADBACK FLOWPREVENTER WATERMETEREDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT INFO. SIGN TELE.VAULT ELEC.VAULTL\PL\PL\PL\PL\PL\PELEC.VAULT TELE.VAULTELEC.VAULTW\VENCLOSURE TELE.VAULTELEC.VAULT SIGNINFO. TELE.MH TELE.MHELEC.MH.L\PELEC.TRANS. INFO. SIGNELEC.TRANS. SIGN INFO. SIGNL\PL\PL\PSIGNINFO.ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVEGRAVEL DRIVE SPOIL SIGN STOP SIGN BUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT FENCE FENCE FENCE WALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 05 KEY MAP ILM OUTFALL 001B ILM OUTFALL 002 SYSTEM #1 SEE SHEET CG-146 SYSTEM #3 SEE SHEET CG-147 SYSTEM #2 SEE SHEETCG-146 SYSTEM #5 SEE SHEET CG-148 SYSTEM #6 SEE SHEET CG-149 SYSTEM #7 SEE SHEET CG-149 SYSTEM #4SEE SHEET CG-148 EXISTING INLET TO BE REMOVED AND REPLACED WITH PROPOSED MANHOLE WITH OPEN GRATE SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 5 \ I L M B P 2 - D R . d w g Pl o t t e d b y : A r m s t r o n g , Z a n e Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 3 : 2 7 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 NO RTH 100% DESIGN 08/09/2024 CG-142 MA T C H L I N E S E E C G - 1 4 1 MATCHLINE SEE CG-144 ZHA AGS DMS PROPOSED DRAINAGE PLAN (SHEET 2 OF 5) CONNECT TEMPORARY PIPE TOEXISTING MANHOLE (CONTRACTORTO FIELD VERIFY INVERT AT MANHOLE) LEGEND PROPOSED BP2-PH1B DROP INLET/ CATCH BASIN PROPOSED BP2-PH1B STORMDRAINAGE LINE EXISTING STORM DRAINAGE LINE PROPOSED BP2-PH1B MANHOLE PROPOSED BP1-PH1A DROPINLET/ CATCH BASIN PROPOSED BP1-PH1A MANHOLE EXISTING DROP INLET/ CATCH BASIN EXISTING MANHOLE PROPOSED BP1-PH1A STORMDRAINAGE LINE DRAINAGE FLOW ARROW NOTES 1. EXISTING INFORMATION IS BASED ON: a. JULY 15, 2022 AND JANUARY 12,2024, SURVEY. b. LOT F IS BASED ON OCTOBER 2023 CADDFILE RECEIVED FROM ILM CONSULTANT. c. PH1A PROPOSED DRAINAGE MAY BEEXISTING, IN PROGRESS OF BEING INSTALLED, OR INSTALLED AT TIME OF BIDDING. 2. PLAN SHEET MUST BE PRINTED IN COLOR. 3. REFER TO CD-100 - CD-105 FOR UTILITY ABANDONMENT/REMOVAL REQUIREMENTS. 4. REFER TO SHEETS CS-200 - CS-307 FORGEOMETRY LAYOUT INFORMATION. 5. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE ON THE PROJECT AT ALL TIMES. IF DURING SIGNIFICANT RAIN EVENTS AREAS CANNOT BE MAINTAINED, THE CONTRACTOR SHALL UTILIZE PUMPS AND DEWATERING BAGS TO MAINTAIN SITE. SYSTEM #34 SEE SHEET CG-162 CONNECT 10 FT. OF PR 48" PIPE TO EXIST. 48" PIPE CONNECT 10 FT. OF PR 36" PIPE TO EXIST. 36" PIPE 1 ADDENDUM #1 08/23/2024 1 XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX X X X X X X L\P L\P P\P P\P P\P G\W G\W G\W G\W G\W G\W ELE C . VAULT PED.BELLS OUTH L\P L\P L\P L\P ELE C . VAU L T T A A A A A A A A A A A A A A SAN SAN SAN SAN SAN SAN SAN SAN SA N SA N SA N S A N SAN S S S S S S W W W W W W GAS EX_S-01-14 S-01B-01 S-01B-04 S-01B-06 EX_S-01-13 S-01B-05 EX_S-01-05 EX_S-01-06 S-01C-01 S-01B-02 EX_S-01-12 S-01B-03 S-01A-07 S-01A-05 S-01A-08 S-01A-06 EXISTING 109' LF 48" RCP EXISTING 107' LF 72" RCP EXISTING 371' LF 48" RCP EXISTING 880' LF 72" RC P EX I ST I NG 336' LF 48" RC P E XIS TIN G 247 ' LF 48" R C P 155' LF 36" CL III RCP @ 0.35% 19 0 ' L F 2 4 " C L I I I R C P @ 0 . 5 3 % 107' LF 18" CL III RCP @ 0.50% 10 3 ' L F 2 4 " C L I I I R C P @ 0 . 4 6 % 129' LF 30" CL III RCP @ 0.50% 12 0 ' L F 2 4 " C L I I I R C P @ 0 . 5 0 % 107' LF 18" CL III RCP @ 0.50% 13 0 ' L F 1 8 " C L I I I R C P @ 0 . 5 4 % 107' LF 18" CL III RCP @ 0.50% 16 8 ' L F 1 8 " C L I I I R CP @ 0 . 4 1 % 107' LF 24" CL III RCP @ 0.50% INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N) INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) STORM SEWER MANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E) INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N) INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALL STORM SEWERMANHOLERIM 24.51INV. 15.24 (NW)INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E) INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWERMANHOLERIM 24.21INV. 13.27 (E) INV. 13.26 (W) STORM SEWER YARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W) STORM SEWER MANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W) STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W) STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W) STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W) STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W) STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N)INV. 21.29 (W) INV. 19.71 (E)INV. 18.48 (S) STORM SEWER YARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W) STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W) INV. 15.79 INV. 15.91 INV. 15.83 Allegheny Drive STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S) STORM SEWERCURB INLETRIM 24.50 (EOP) INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP)INV. 13.76 (E) STORM SEWERMANHOLERIM BURIED STORM SEWER MANHOLERIM 23.84INV. 13.35 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S) STORM SEWER YARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W)INV. 19.41 (S) STORM SEWER YARD INLETRIM 27.00 INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33 INV. 20.17 INV. 20.99 INV. 20.37 STORM SEWER YARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWERYARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S) STORM SEWERMANHOLERIM 25.11INV. 6.52 STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPRIP-RAP STORM SEWERMANHOLERIM 22.71INV. 15.46 (E) INV. 14.39 (S)INV. 14.13 (W)STORM SEWERMANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWERYARD INLETRIM 20.75INV. 7.37 (E) STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N) INV. 17.22 (E)INV. 17.20 (S) STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89 STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90 INV. 23.08 INV. 24.19RIP-RAPINV. 23.98 STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWER CURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W) RIP-RAPINV. 26.57 INV. 26.37 INV. 26.36 INV. 25.34 INV. 25.07 INV. 26.89 RIP-RAPINV. 26.34 STORM SEWER CURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWERCURB INLETEOP 3302INV. 30.71 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWER YARD INLETRIM 37.90INV. 33.80 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S)INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S) INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWERCURB INLETEOP 38.96INV. 36.08 (E) INV. 35.90 (W) STORM SEWERMANHOLERIM 41.90INV. 38.91 ( S) INV. 37.69 (E) INV. 37.47 (W) STORM SEWERMANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEWERMANHOLERIM 42.01INV. 37.67 (W)INV. 37.62 (S)INV. 37.47 (E) STORM SEWERCURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVED OVER)0 STORM SEWERCURB INLETEOP 30.68 INV.26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWERYARD INLETRIM 21.60 INV.13.28 (N) INV.13.29 (S) STORM SEWER MANHOLE RIM 22.36 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM19.46INV. 15.54 (S) STORM SEWER MANHOLE RIM 22.36 INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S) STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV.12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP) INV. 12.77 (N) INV. 12.75 (E) M STOP INFO. SIGN INFO. SIGN LIMIT SIGNSPEED SIGNPARKING SIGNPARKING LIMIT SIGNSPEED INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNSIGNSTREET B-9BORE B-7BORE B-2BOREB-6BORE B-4BORE INFO. SIGN EXIT SIGN LIMIT SIGNSPEEDSIGNH\C SIGNH\C SIGNH\CINFO. SIGN INFO. SIGNINFO. SIGN LIMIT SIGNSPEED INFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGNSTOPSIGN STOP SIGN SIGNSTREETSIGNYIELDSIGNYIELDSIGNINFO.SIGNSTREETSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNYIELDSIGNINFO. SIGNILM SIGNINFO.LIGHT POLETRAFFIC PED.TRAFFICSIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN SIGNPARKING INFO. SIGN LIMIT SIGNSPEED SIGNSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGN INFO.SIGNINFO.SIGNSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING STOPSIGNPARKINGSIGNPARKINGSIGNPARKINGINFO.SIGNSIGNH\CSIGNH\C INFO. SIGN SIGNINFO. INFO. SIGN SIGN INFO. SIGN SIGNINFO.L\PL\PL\P L\P P\P P\PP\PP\PP\PP\PP\PP\PG\WG\WG\WG\W G\WG\WG\WG\WG\WSTOPELEC.VAULT INFO. SIGN INFO. SIGN LIMIT SIGNSPEED SIGNPARKING SIGNPARKING LIMIT SIGNSPEED INFO. SIGN INFO. SIGNELEC.VAULT INFO. SIGN INFO. SIGNSIGNSTREETELEC.BOXB-9BORE B-7BORE SWITCHCABINET B-2BOREB-6BOREAT&TVAULT B-4BORE INFO. SIGN OVERHEAD LINEEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT 5' SIDEWALK EXIT SIGNPED.BELLSOUTH CONCRETEMARKER LIMIT SIGNSPEEDPEDESTAL AT&TPEDESTAL ELEC. CONDUIT BLOCKFOOTER CONC.HEADWALL CONC.HEADWALLCONC.HEADWALLCONC.FLUME GRAVELPARKING CONSTRUCTIONTRAILERSIGNH\C SIGNH\C SIGNH\CL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\P L\P L\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\P L\P L\PL\PL\PL\PL\P L\PL\PINFO. SIGN INFO. SIGNINFO. SIGN LIMIT SIGNSPEEDL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\P L\P L\PL\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\P L\P L\P L\PL\PL\PAT&TPEDESTALL\PP\PL\PINFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN L\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PINFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGNL\PSTOP SIGNSTOP SIGNTELE.PED.ELEC.MH.TELE.MHELEC.MH. ELEC.MH.ELEC.MH.ELEC.MH.ELEC.MH. TELE.MHTELE.MH TELE.MH TELE.MH TELE.MHTELE.PED.FIBERVAULTELEC.VAULT STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGNSTOPSIGN STOP SIGN SIGNSTREETSIGNYIELDPANELELEC.SIGNYIELDSIGNINFO.SIGNSTREETSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\PL\P SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNYIELDVALVESEWERSIGNINFO.SIGNVAULT ELEC.PED.ELEC.METERSIGNILM SIGNINFO.VAULTFIBERLIGHT POLETRAFFIC VAULTFIBERVAULTSIGNALMARKERFIBERELEC.METERVAULTFIBERPED.TRAFFICSIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN L\PVAULTELEC. EDGE OF PAVEMENT EDGE OF PAVEMENT SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\P ELEC.VAULT SIGNPARKING EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTELEC.VAULT ELEC.VAULTINFO. SIGN LIMIT SIGNSPEED SIGNELEC.PANELSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED. ELEC.PED.SIGNINFO. SIGN INFO.SIGNELEC.PED.INFO.SIGN TICKETBOOTH ELEC.PED.ELEC.VAULTSIGNPARKINGL\PSIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGL\PSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGELEC.PED.ELEC.PANELINFO.SIGNSIGNH\CSIGNH\C EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTDUCTVAULT FAAMARKER GENERATORPADBACK FLOWPREVENTER WATERMETEREDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT INFO. SIGN TELE.VAULT ELEC.VAULTL\PL\PL\PL\PL\PL\PELEC.VAULT TELE.VAULTELEC.VAULTW\VENCLOSURE TELE.VAULTELEC.VAULT SIGNINFO. TELE.MH TELE.MHELEC.MH.L\PELEC.TRANS. INFO. SIGNELEC.TRANS. SIGN INFO. SIGNL\PL\PL\PSIGNINFO.ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVEGRAVEL DRIVE SPOIL SIGN STOP SIGN BUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT FENCE FENCE FENCE WALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 05 KEY MAP SYSTEM #19 SEE SHEET CG-155 SYSTEM #18SEE SHEET CG-155 SYSTEM #20SEE SHEET CG-156 SYSTEM #23 SEE SHEET CG-157 SYSTEM #21 SEE SHEET CG-156 SYSTEM #22 SEE SHEET CG-157 SYSTEM #17 SEE SHEET CG-154 SYSTEM #14 SEE SHEET CG-154 EXISTING MANHOLEEX_S-01-14TO BE ADJUSTED EXISTING INLETEX_S-01-13TO BE ADJUSTED EXISTING MANHOLEEX_S-01-12TO BE ADJUSTED SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ s a m b e r g a \ d 0 5 3 2 9 4 5 \ I L M B P 2 - D R . d w g Pl o t t e d b y : S a m b e r g , A n d r e w Pl o t t e d o n : 8 / 9 / 2 0 2 4 2 : 1 9 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 NO RTH 100% DESIGN 08/09/2024 CG-143 MA T C H L I N E S E E C G - 1 4 4 MATCHLINE SEE CG-141 MATCHLINE SEE CG-145 ZHA AGS DMS PROPOSED DRAINAGE PLAN (SHEET 3 OF 5) EXISTING MANHOLEEX_S-01-06 TO BE ADJUSTED CONNECT PROPOSED PIPE TO EX_S-01-05 (CONTRACTOR TO FIELD VERIFY INVERT AT MANHOLE) LEGEND PROPOSED BP2-PH1B DROP INLET/ CATCH BASIN PROPOSED BP2-PH1B STORMDRAINAGE LINE EXISTING STORM DRAINAGE LINE PROPOSED BP2-PH1B MANHOLE PROPOSED BP1-PH1A DROPINLET/ CATCH BASIN PROPOSED BP1-PH1A MANHOLE EXISTING DROP INLET/ CATCH BASIN EXISTING MANHOLE PROPOSED BP1-PH1A STORMDRAINAGE LINE DRAINAGE FLOW ARROW NOTES 1. EXISTING INFORMATION IS BASED ON: a. JULY 15, 2022 AND JANUARY 12,2024, SURVEY. b. LOT F IS BASED ON OCTOBER 2023 CADDFILE RECEIVED FROM ILM CONSULTANT. c. PH1A PROPOSED DRAINAGE MAY BEEXISTING, IN PROGRESS OF BEING INSTALLED, OR INSTALLED AT TIME OF BIDDING. 2. PLAN SHEET MUST BE PRINTED IN COLOR. 3. REFER TO CD-100 - CD-105 FOR UTILITY ABANDONMENT/REMOVAL REQUIREMENTS. 4. REFER TO SHEETS CS-200 - CS-307 FORGEOMETRY LAYOUT INFORMATION. 5. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE ON THE PROJECT AT ALL TIMES. IF DURING SIGNIFICANT RAIN EVENTS AREAS CANNOT BE MAINTAINED, THE CONTRACTOR SHALL UTILIZE PUMPS AND DEWATERING BAGS TO MAINTAIN SITE. EXISTING CURB INLET FRAME TO BE REPLACED EXISTING CURB INLET FRAME TO BE REPLACED EXISTING INLET TO BE ADJUSTED EXISTING INLETTO BE ADJUSTED X X X X X X X X X XX 32 + 0 0 . 0 0 33 + 00 . 0 0 34 + 0 0 . 0 0 35 + 0 0 . 0 0 3 6 + 0 0 . 0 0 37 + 0 0 . 0 0 38 + 0 0 . 0 0 39 + 00 . 0 0 40 + 0 0 . 0 0 4 1 + 0 0 . 0 0 L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\B L\P L\B L\B L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P ELE C . VAULT ELE C . VAULT ELE C . PED . ELE C . PED. ELEC. PED. ELE C . PED . ELE C . PED. ELE C . VAULT L\P TELE. VAULT ELE C . VAULT T TELE. MH T TELE. MH ELE C . MH. E L\B L\B L\B L\B L\B L\B L\B L\B L\B L\B L\B L\B L\B L\BL\B L\B L\B L\B L\B L\B L\B L\B L\B L\B L\B L\B L\B L\P L\BL\BL\B E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T TV TV E T T T T T T T T T T T L\B L\B L\B L\B L\P L\P L\P L\P L\P L\B L\B L\P L\P L\B L\B L\B L\B L\P SA N SAN SAN SAN SAN SAN SAN S A N S A N S A N S A N S A N S A N SA N S A N SAN SAN SAN SAN SAN SA N SAN SA N SAN SA N SAN S A N S A N S A N SAN S A N S A N S S S S S W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W S-01D-12 S-01D-01 S-01D-03 S-01-31B S-01-20 S-01-31A S-01-20A S-01-19 S-01-21 S-01-18 S-01-27S-01-25 S-01-39 S-01-26 S-01-35 S-01-38S-01-34 S-01-36 S-01-24 S-01-22 S-01-32 S-01-23 S-TEMP-01 S-TEMP-02 118' LF 42" CL III RCP @ 0.25% 12 9 ' L F 1 5 " C L I I I R C P @ 1 . 0 0 % 12 9 ' L F 1 8 " C L I I I R C P @ 1 . 0 0 % 217' LF 15" CL III RCP @ 0.50% 118' LF 36" CL III RCP @ 1.15% 68' LF 36" CL III RCP @ 1.23% 15 4 ' L F 1 5 " C L I I I R C P @ 1 . 0 0 % 15 4 ' L F 2 4 " C L I I I R C P @ 1 . 0 0 % 12 0 ' LF 15 " CL III RCP @ 1. 00 % 12 0 ' L F 1 5 " C L I I I R C P @ 1 . 0 0 % 310' L F 4 2" C L I I I R CP @ 0 .5 6% 12 0 ' LF 15 " CL III RCP @ 1. 00 % 92' LF 15" CL III RCP @ 1.00% 118' LF 18" CL III RCP @ 0.79% 120' LF 48" CL III RCP @ 0.50% 33' LF 24" CL III RCP @ 0.24% 185' LF 30" CL III RCP @ 1.72% 97' LF 24" CL III RCP @ 0.66% 24' LF 15" CL III RCP @ 0.50% 1 13 ' L F 1 8 " C L I I I R C P @ 2 . 5 4% 81' LF 18" CL III RCP @ 0.27% 40' LF 15" TEMP PIPE 52' LF 15" TEMP PIPE INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N) INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) STORM SEWER MANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E) INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N) INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALL STORM SEWERMANHOLERIM 24.51INV. 15.24 (NW)INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E) INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWERMANHOLERIM 24.21INV. 13.27 (E) INV. 13.26 (W) STORM SEWER YARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W) STORM SEWER MANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W) STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W) STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W) STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W) STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W) STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N)INV. 21.29 (W) INV. 19.71 (E)INV. 18.48 (S) STORM SEWER YARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W) STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W) INV. 15.79 INV. 15.91 INV. 15.83 Allegheny Drive STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S) STORM SEWERCURB INLETRIM 24.50 (EOP) INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP)INV. 13.76 (E) STORM SEWERMANHOLERIM BURIED STORM SEWER MANHOLERIM 23.84INV. 13.35 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S) STORM SEWER YARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W)INV. 19.41 (S) STORM SEWER YARD INLETRIM 27.00 INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33 INV. 20.17 INV. 20.99 INV. 20.37 STORM SEWER YARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWERYARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S) STORM SEWERMANHOLERIM 25.11INV. 6.52 STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPRIP-RAP STORM SEWERMANHOLERIM 22.71INV. 15.46 (E) INV. 14.39 (S)INV. 14.13 (W)STORM SEWERMANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWERYARD INLETRIM 20.75INV. 7.37 (E) STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N) INV. 17.22 (E)INV. 17.20 (S) STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89 STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90 INV. 23.08 INV. 24.19RIP-RAPINV. 23.98 STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWER CURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W) RIP-RAPINV. 26.57 INV. 26.37 INV. 26.36 INV. 25.34 INV. 25.07 INV. 26.89 RIP-RAPINV. 26.34 STORM SEWER CURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWERCURB INLETEOP 3302INV. 30.71 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWER YARD INLETRIM 37.90INV. 33.80 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S)INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S) INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWERCURB INLETEOP 38.96INV. 36.08 (E) INV. 35.90 (W) STORM SEWERMANHOLERIM 41.90INV. 38.91 ( S) INV. 37.69 (E) INV. 37.47 (W) STORM SEWERMANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEWERMANHOLERIM 42.01INV. 37.67 (W)INV. 37.62 (S)INV. 37.47 (E) STORM SEWERCURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVED OVER)0 STORM SEWERCURB INLETEOP 30.68 INV.26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWERYARD INLETRIM 21.60 INV.13.28 (N) INV.13.29 (S) STORM SEWER MANHOLE RIM 22.36 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM19.46INV. 15.54 (S) STORM SEWER MANHOLE RIM 22.36 INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S) STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV.12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP) INV. 12.77 (N) INV. 12.75 (E) M STOP INFO. SIGN INFO. SIGN LIMIT SIGNSPEED SIGNPARKING SIGNPARKING LIMIT SIGNSPEED INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNSIGNSTREET B-9BORE B-7BORE B-2BOREB-6BORE B-4BORE INFO. SIGN EXIT SIGN LIMIT SIGNSPEEDSIGNH\C SIGNH\C SIGNH\CINFO. SIGN INFO. SIGNINFO. SIGN LIMIT SIGNSPEED INFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGNSTOPSIGN STOP SIGN SIGNSTREETSIGNYIELDSIGNYIELDSIGNINFO.SIGNSTREETSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNYIELDSIGNINFO. SIGNILM SIGNINFO.LIGHT POLETRAFFIC PED.TRAFFICSIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN SIGNPARKING INFO. SIGN LIMIT SIGNSPEED SIGNSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGN INFO.SIGNINFO.SIGNSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING STOPSIGNPARKINGSIGNPARKINGSIGNPARKINGINFO.SIGNSIGNH\CSIGNH\C INFO. SIGN SIGNINFO. INFO. SIGN SIGN INFO. SIGN SIGNINFO.L\PL\PL\P L\P P\P P\PP\PP\PP\PP\PP\PP\PG\WG\WG\WG\W G\WG\WG\WG\WG\WSTOPELEC.VAULT INFO. SIGN INFO. SIGN LIMIT SIGNSPEED SIGNPARKING SIGNPARKING LIMIT SIGNSPEED INFO. SIGN INFO. SIGNELEC.VAULT INFO. SIGN INFO. SIGNSIGNSTREETELEC.BOXB-9BORE B-7BORE SWITCHCABINET B-2BOREB-6BOREAT&TVAULT B-4BORE INFO. SIGN OVERHEAD LINEEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT 5' SIDEWALK EXIT SIGNPED.BELLSOUTH CONCRETEMARKER LIMIT SIGNSPEEDPEDESTAL AT&TPEDESTAL ELEC. CONDUIT BLOCKFOOTER CONC.HEADWALL CONC.HEADWALLCONC.HEADWALLCONC.FLUME GRAVELPARKING CONSTRUCTIONTRAILERSIGNH\C SIGNH\C SIGNH\CL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\P L\P L\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\P L\P L\PL\PL\PL\PL\P L\PL\PINFO. SIGN INFO. SIGNINFO. SIGN LIMIT SIGNSPEEDL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\P L\P L\PL\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\P L\P L\P L\PL\PL\PAT&TPEDESTALL\PP\PL\PINFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN L\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PINFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGNL\PSTOP SIGNSTOP SIGNTELE.PED.ELEC.MH.TELE.MHELEC.MH. ELEC.MH.ELEC.MH.ELEC.MH.ELEC.MH. TELE.MHTELE.MH TELE.MH TELE.MH TELE.MHTELE.PED.FIBERVAULTELEC.VAULT STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGNSTOPSIGN STOP SIGN SIGNSTREETSIGNYIELDPANELELEC.SIGNYIELDSIGNINFO.SIGNSTREETSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\PL\P SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNYIELDVALVESEWERSIGNINFO.SIGNVAULT ELEC.PED.ELEC.METERSIGNILM SIGNINFO.VAULTFIBERLIGHT POLETRAFFIC VAULTFIBERVAULTSIGNALMARKERFIBERELEC.METERVAULTFIBERPED.TRAFFICSIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN L\PVAULTELEC. EDGE OF PAVEMENT EDGE OF PAVEMENT SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\P ELEC.VAULT SIGNPARKING EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTELEC.VAULT ELEC.VAULTINFO. SIGN LIMIT SIGNSPEED SIGNELEC.PANELSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED. ELEC.PED.SIGNINFO. SIGN INFO.SIGNELEC.PED.INFO.SIGN TICKETBOOTH ELEC.PED.ELEC.VAULTSIGNPARKINGL\PSIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGL\PSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGELEC.PED.ELEC.PANELINFO.SIGNSIGNH\CSIGNH\C EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTDUCTVAULT FAAMARKER GENERATORPADBACK FLOWPREVENTER WATERMETEREDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT INFO. SIGN TELE.VAULT ELEC.VAULTL\PL\PL\PL\PL\PL\PELEC.VAULT TELE.VAULTELEC.VAULTW\VENCLOSURE TELE.VAULTELEC.VAULT SIGNINFO. TELE.MH TELE.MHELEC.MH.L\PELEC.TRANS. INFO. SIGNELEC.TRANS. SIGN INFO. SIGNL\PL\PL\PSIGNINFO.ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVEGRAVEL DRIVE SPOIL SIGN STOP SIGN BUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT FENCE FENCE FENCE WALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 05 KEY MAP SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 5 \ I L M B P 2 - D R . d w g Pl o t t e d b y : A r m s t r o n g , Z a n e Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 3 : 2 7 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 NO RTH 100% DESIGN 08/09/2024 CG-144 MA T C H L I N E S E E C G - 1 4 3 MATCHLINE SEE CG-142 ZHA AGS DMS PROPOSED DRAINAGE PLAN (SHEET 4 OF 5) MATCHLINE SEE CG-145 LEGEND PROPOSED BP2-PH1B DROP INLET/ CATCH BASIN PROPOSED BP2-PH1B STORMDRAINAGE LINE EXISTING STORM DRAINAGE LINE PROPOSED BP2-PH1B MANHOLE PROPOSED BP1-PH1A DROPINLET/ CATCH BASIN PROPOSED BP1-PH1A MANHOLE EXISTING DROP INLET/ CATCH BASIN EXISTING MANHOLE PROPOSED BP1-PH1A STORMDRAINAGE LINE DRAINAGE FLOW ARROW NOTES 1. EXISTING INFORMATION IS BASED ON: a. JULY 15, 2022 AND JANUARY 12,2024, SURVEY. b. LOT F IS BASED ON OCTOBER 2023 CADDFILE RECEIVED FROM ILM CONSULTANT. c. PH1A PROPOSED DRAINAGE MAY BEEXISTING, IN PROGRESS OF BEING INSTALLED, OR INSTALLED AT TIME OF BIDDING. 2. PLAN SHEET MUST BE PRINTED IN COLOR. 3. REFER TO CD-100 - CD-105 FOR UTILITY ABANDONMENT/REMOVAL REQUIREMENTS. 4. REFER TO SHEETS CS-200 - CS-307 FORGEOMETRY LAYOUT INFORMATION. 5. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE ON THE PROJECT AT ALL TIMES. IF DURING SIGNIFICANT RAIN EVENTS AREAS CANNOT BE MAINTAINED, THE CONTRACTOR SHALL UTILIZE PUMPS AND DEWATERING BAGS TO MAINTAIN SITE. 1 ADDENDUM #1 08/23/2024 1 SYSTEM #7 SEE SHEET CG-149 SYSTEM #8SEE SHEET CG-150 SYSTEM #2 SEE SHEET CG-146 SYSTEM #9 SEE SHEET CG-150 SYSTEM #15 SEE SHEET CG-153 SYSTEM #10SEE SHEET CG-151 SYSTEM #12 SEE SHEET CG-152 SYSTEM #29 SEE SHEET CG-160 SYSTEM #30SEE SHEET CG-160 SYSTEM #31 SEE SHEET CG-161 CONNECT EXISTING 24" RCP TOS-01-31A (CONTRACTOR TO FIELD VERIFY INVERT AT MANHOLE) CONNECT EXISTING 24" RCP TO S-01-31B (CONTRACTOR TO FIELD VERIFY INVERT AT MANHOLE) CONTRACTOR TO FIELD INVESTIGATEELEVATION OF EXISTING UTILITIES PRIORTO INSTALLATION OF PROPOSED STORM SEWER. EXISTING UTILITIES TO BE PROTECTED. PROPOSED MANHOLE TO HAVE OPEN GRATE 1 1 CONTRACTOR TO SUBMIT FOR OWNER'S APPROVAL PRIOR TO INSTALLATION OFTHE TEMPORARY INLET ANDPIPE SYSTEM. X X X X X X X X X X X X X X X X X MH MH MH H\CSIGN CREWCAR X XXXXXXXXXXXXXXXX XX XX XX XX XXXXXXXXXXXX 49+00.0050+00.0051+00.00 52+00.00 53+00.00 54+00.00 5 5 +0 0 .0 0 56+00.00 57+00 . 0 0 57+5 1 . 0 5 41 + 0 0 . 0 0 42 + 0 0 . 0 0 4 3 +0 0. 0 0 P\P P\P P\P G\W G\W SWIT C H CABINE T AT&T VAULT OVERH E AD LINE AT& T PED E S T A L L\P L\P L\P L\P L\P L\P L\P L\P AT&T PED E S T A L L\P L\P L\P L\P ELEC.PED. ELEC. PAN E L L\P E E T T T T C T P\P GUY WIRE P\PP\P GUY WIRE T T T T T T T T T T T T AT&T HANDHO L E AT&T HAND H O L E TRANSFORMER T T T T T T T TT T T T T T L\P PHONE PED. L\P L\P L\P TRANSFORMER AT&T VAULT PED E S T A L S A N SA N SA N SA N S A N SA N SA N SA N SA N S A N S A N S A N S A N SAN SAN SAN SAN SAN SAN SAN SAN S S S S S S W W W W W W W W W W W GAS GA S GA S GA S G AS G A S G A S W W W W W W G G G GA S GAS GA S GAS GAS GAS GA S GAS JUNC T ION BOX SANITARY SEWER MANH O L E RIM 29. 3 9 INV.23.91 WATER VALV E FIRE HYDR A N T BACK F LOW PREVENTOR WATER METER RIP-R AP W BACK FLOW PREVE N TER WATER METER 15"R C P INV. 2 5 . 3 9 HEADWA LL WATER METER HEAD W A L L 15"R C P INV. 25.98 GAS S-01D-11 S-01D-10 S-01C-07 S-01D-07 S-01D-14 S-01D-06 S-01D-13 S-01D-15EX_S-01-07 S-01C-06 S-01C-04 S-01C-03 EX_S-01-15 S-01D-08 S-01D-09 S-01C-08 S-01D-04S-01D-02 S-01D-05 S-01C-05 EX_S-01-08 S-01C-02 35 4 ' LF 72 " CL III R C P @ 0. 04 % 92' LF 42" CL III RCP @ 0.25% 77' LF 24" CL III RCP @ 0.30% 104' LF 42" CL III RCP @ 0.26% 34' LF 15" CL III RCP @ 0.34% 42' LF 15" CL III RCP @ 1.50% 10 5 ' L F 1 5 " C L I I I R CP @ 0 . 5 2 % 82' LF 18" CL III RCP @ 0.28% 13 1 ' LF 15 " CL III RCP @ 0. 42 % 39' LF 24" CL III RCP @ 0.31% 30' LF 15" CL III RCP @ 0.50% 80' LF 15" CL III RCP @ 0.50% 23' LF 15" CL III RCP @ 0.63% 101' LF 15" CL III RCP @ 0.75% 35' LF 42" CL III RCP @ 0.26% 22' LF 24" CL III RCP @ 0.50% 138' LF 24" CL III RCP @ 0.49% 40' LF 24" CL III RCP @ 0.50%21' LF 15" CL III RCP @ 0.49% EDGE OF PAVEMENTEDGE OF P AVEME NT EDGE OF PAVEMENT EDGE OF PAVEMENT X ED G E O F P A V M EN T X X XX XX XX XX XXX X XX XX XX XX XX T T T T COMMUNICATIO NS VAUL T L\P TRANSFORMER IN V . 25.84 IN V . 26.00 IN V . 26 . 0 6 IN V .26 . 4 0 INV. 13. 8 3 RIM 26.68 STORM I N L ET SANITARY SEWER MAN H O L E RIM 2 7.49 INV . 2 0 . 3 1 SANITARY SEWER MAN H O L E RIM 2 8.70 INV . 2 0.10 SANITARY SEWER MAN H O LE RIM 2 8.75 INV . 2 0.01 GAS METER GAS VALVE FIRE HYDRANT S-01E-01 S-01E-02 30' LF 15" CL III RCP @ 0.50% INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N) INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) STORM SEWER MANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E) INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N) INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALL STORM SEWERMANHOLERIM 24.51INV. 15.24 (NW)INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E) INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWERMANHOLERIM 24.21INV. 13.27 (E) INV. 13.26 (W) STORM SEWER YARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W) STORM SEWER MANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W) STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W) STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W) STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W) STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W) STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N)INV. 21.29 (W) INV. 19.71 (E)INV. 18.48 (S) STORM SEWER YARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W) STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W) INV. 15.79 INV. 15.91 INV. 15.83 Allegheny Drive STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S) STORM SEWERCURB INLETRIM 24.50 (EOP) INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP)INV. 13.76 (E) STORM SEWERMANHOLERIM BURIED STORM SEWER MANHOLERIM 23.84INV. 13.35 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S) STORM SEWER YARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W)INV. 19.41 (S) STORM SEWER YARD INLETRIM 27.00 INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33 INV. 20.17 INV. 20.99 INV. 20.37 STORM SEWER YARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWERYARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S) STORM SEWERMANHOLERIM 25.11INV. 6.52 STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPRIP-RAP STORM SEWERMANHOLERIM 22.71INV. 15.46 (E) INV. 14.39 (S)INV. 14.13 (W)STORM SEWERMANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWERYARD INLETRIM 20.75INV. 7.37 (E) STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N) INV. 17.22 (E)INV. 17.20 (S) STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89 STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90 INV. 23.08 INV. 24.19RIP-RAPINV. 23.98 STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWER CURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W) RIP-RAPINV. 26.57 INV. 26.37 INV. 26.36 INV. 25.34 INV. 25.07 INV. 26.89 RIP-RAPINV. 26.34 STORM SEWER CURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWERCURB INLETEOP 3302INV. 30.71 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWER YARD INLETRIM 37.90INV. 33.80 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S)INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S) INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWERCURB INLETEOP 38.96INV. 36.08 (E) INV. 35.90 (W) STORM SEWERMANHOLERIM 41.90INV. 38.91 ( S) INV. 37.69 (E) INV. 37.47 (W) STORM SEWERMANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEWERMANHOLERIM 42.01INV. 37.67 (W)INV. 37.62 (S)INV. 37.47 (E) STORM SEWERCURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVED OVER)0 STORM SEWERCURB INLETEOP 30.68 INV.26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWERYARD INLETRIM 21.60 INV.13.28 (N) INV.13.29 (S) STORM SEWER MANHOLE RIM 22.36 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM19.46INV. 15.54 (S) STORM SEWER MANHOLE RIM 22.36 INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S) STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV.12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP) INV. 12.77 (N) INV. 12.75 (E) M STOP INFO. SIGN INFO. SIGN LIMIT SIGNSPEED SIGNPARKING SIGNPARKING LIMIT SIGNSPEED INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNSIGNSTREET B-9BORE B-7BORE B-2BOREB-6BORE B-4BORE INFO. SIGN EXIT SIGN LIMIT SIGNSPEEDSIGNH\C SIGNH\C SIGNH\CINFO. SIGN INFO. SIGNINFO. SIGN LIMIT SIGNSPEED INFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGNSTOPSIGN STOP SIGN SIGNSTREETSIGNYIELDSIGNYIELDSIGNINFO.SIGNSTREETSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNYIELDSIGNINFO. SIGNILM SIGNINFO.LIGHT POLETRAFFIC PED.TRAFFICSIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN SIGNPARKING INFO. SIGN LIMIT SIGNSPEED SIGNSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGN INFO.SIGNINFO.SIGNSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING STOPSIGNPARKINGSIGNPARKINGSIGNPARKINGINFO.SIGNSIGNH\CSIGNH\C INFO. SIGN SIGNINFO. INFO. SIGN SIGN INFO. SIGN SIGNINFO.L\PL\PL\P L\P P\P P\PP\PP\PP\PP\PP\PP\PG\WG\WG\WG\W G\WG\WG\WG\WG\WSTOPELEC.VAULT INFO. SIGN INFO. SIGN LIMIT SIGNSPEED SIGNPARKING SIGNPARKING LIMIT SIGNSPEED INFO. SIGN INFO. SIGNELEC.VAULT INFO. SIGN INFO. SIGNSIGNSTREETELEC.BOXB-9BORE B-7BORE SWITCHCABINET B-2BOREB-6BOREAT&TVAULT B-4BORE INFO. SIGN OVERHEAD LINEEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT 5' SIDEWALK EXIT SIGNPED.BELLSOUTH CONCRETEMARKER LIMIT SIGNSPEEDPEDESTAL AT&TPEDESTAL ELEC. CONDUIT BLOCKFOOTER CONC.HEADWALL CONC.HEADWALLCONC.HEADWALLCONC.FLUME GRAVELPARKING CONSTRUCTIONTRAILERSIGNH\C SIGNH\C SIGNH\CL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\P L\P L\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\P L\P L\PL\PL\PL\PL\P L\PL\PINFO. SIGN INFO. SIGNINFO. SIGN LIMIT SIGNSPEEDL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\P L\P L\PL\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\P L\P L\P L\PL\PL\PAT&TPEDESTALL\PP\PL\PINFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN L\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PINFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGNL\PSTOP SIGNSTOP SIGNTELE.PED.ELEC.MH.TELE.MHELEC.MH. ELEC.MH.ELEC.MH.ELEC.MH.ELEC.MH. TELE.MHTELE.MH TELE.MH TELE.MH TELE.MHTELE.PED.FIBERVAULTELEC.VAULT STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGNSTOPSIGN STOP SIGN SIGNSTREETSIGNYIELDPANELELEC.SIGNYIELDSIGNINFO.SIGNSTREETSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\PL\P SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNYIELDVALVESEWERSIGNINFO.SIGNVAULT ELEC.PED.ELEC.METERSIGNILM SIGNINFO.VAULTFIBERLIGHT POLETRAFFIC VAULTFIBERVAULTSIGNALMARKERFIBERELEC.METERVAULTFIBERPED.TRAFFICSIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN L\PVAULTELEC. EDGE OF PAVEMENT EDGE OF PAVEMENT SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\P ELEC.VAULT SIGNPARKING EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTELEC.VAULT ELEC.VAULTINFO. SIGN LIMIT SIGNSPEED SIGNELEC.PANELSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED. ELEC.PED.SIGNINFO. SIGN INFO.SIGNELEC.PED.INFO.SIGN TICKETBOOTH ELEC.PED.ELEC.VAULTSIGNPARKINGL\PSIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGL\PSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGELEC.PED.ELEC.PANELINFO.SIGNSIGNH\CSIGNH\C EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTDUCTVAULT FAAMARKER GENERATORPADBACK FLOWPREVENTER WATERMETEREDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT INFO. SIGN TELE.VAULT ELEC.VAULTL\PL\PL\PL\PL\PL\PELEC.VAULT TELE.VAULTELEC.VAULTW\VENCLOSURE TELE.VAULTELEC.VAULT SIGNINFO. TELE.MH TELE.MHELEC.MH.L\PELEC.TRANS. INFO. SIGNELEC.TRANS. SIGN INFO. SIGNL\PL\PL\PSIGNINFO.ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVEGRAVEL DRIVE SPOIL SIGN STOP SIGN BUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT FENCE FENCE FENCE WALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 05 KEY MAP SYSTEM #14 SEE SHEET CG-153 SYSTEM #26 SEE SHEET CG-158 SYSTEM #13SEE SHEET CG-152 SYSTEM #16 SEE SHEET CG-154 SYSTEM #11SEE SHEET CG-151 EXISTING MANHOLEEX_S-01-07TO BE ADJUSTED SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 5 \ I L M B P 2 - D R . d w g Pl o t t e d b y : A r m s t r o n g , Z a n e Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 3 : 4 8 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 NO RTH 100% DESIGN 08/09/2024 CG-145 ZHA AGS DMS PROPOSED DRAINAGE PLAN (SHEET 5 OF 5) MATCHLINE SEE CG-143 MATCHLINE SEE CG-144 SYSTEM #32 SEE SHEET CG-161 CONNECT PROPOSED PIPE TO S-01-15 (CONTRACTOR TO FIELD VERIFY INVERT AT MANHOLE) CONNECT PROPOSED PIPE TO EX_S-01-07 (CONTRACTOR TOFIELD VERIFY INVERT AT MANHOLE) EXISTINGMANHOLEEX-S-01-15 TO BE ADJUSTED LEGEND PROPOSED BP2-PH1B DROP INLET/ CATCH BASIN PROPOSED BP2-PH1B STORMDRAINAGE LINE EXISTING STORM DRAINAGE LINE PROPOSED BP2-PH1B MANHOLE PROPOSED BP1-PH1A DROPINLET/ CATCH BASIN PROPOSED BP1-PH1A MANHOLE EXISTING DROP INLET/ CATCH BASIN EXISTING MANHOLE PROPOSED BP1-PH1A STORMDRAINAGE LINE DRAINAGE FLOW ARROW NOTES 1. EXISTING INFORMATION IS BASED ON: a. JULY 15, 2022 AND JANUARY 12,2024, SURVEY. b. LOT F IS BASED ON OCTOBER 2023 CADDFILE RECEIVED FROM ILM CONSULTANT. c. PH1A PROPOSED DRAINAGE MAY BEEXISTING, IN PROGRESS OF BEING INSTALLED, OR INSTALLED AT TIME OF BIDDING. 2. PLAN SHEET MUST BE PRINTED IN COLOR. 3. REFER TO CD-100 - CD-105 FOR UTILITY ABANDONMENT/REMOVAL REQUIREMENTS. 4. REFER TO SHEETS CS-200 - CS-307 FORGEOMETRY LAYOUT INFORMATION. 5. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE ON THE PROJECT AT ALL TIMES. IF DURING SIGNIFICANT RAIN EVENTS AREAS CANNOT BE MAINTAINED, THE CONTRACTOR SHALL UTILIZE PUMPS AND DEWATERING BAGS TO MAINTAIN SITE.CONTRACTOR TO FIELD INVESTIGATEELEVATION OF EXISTING UTILITIES PRIORTO INSTALLATION OF PROPOSED STORM SEWER. EXISTING UTILITIES TO BE PROTECTED.1 ADDENDUM #1 08/23/2024 1 1 SYSTEM #1 PROFILE 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 SYSTEM #2 PROFILE 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 EXISTING GRADE EXISTING GRADE PROPOSED GRADE -1+00 24 . 7 6 23 . 8 3 0+00 24 . 6 4 23 . 7 4 24 . 5 2 1+00 24 . 4 3 2+00 3+00 PROPOSED GRADE S-01-06BRIM ELEV. = 23.83NW INV. OUT (15")= 16.48 35' LF 15" CL III RCP @ 0.50% S-01-06ARIM ELEV. = 23.76SE INV. IN (15") = 16.31NW INV. OUT (15")= 16.31 35' LF 15" CL IIIRCP @ 0.50% S-01-06RIM ELEV. = 23.74 SE INV. IN (15") = 16.13 NE INV. OUT (15")= 16.13 23' LF 15" CL III RCP @ 0.48% S-01-05 RIM ELEV. = 24.17 SW INV. IN (15") = 16.02SE INV. OUT (24")= 15.27E INV. OUT (24")= 15.27 147' LF 24" CL IIIRCP @ 0.51% -0+50 0+00 24 . 4 6 24 . 4 6 1+00 25 . 2 6 25 . 2 6 25 . 7 2 25 . 7 2 2+00 25 . 9 7 25 . 9 7 26 . 1 8 26 . 1 8 3+00 25 . 7 2 25 . 7 2 25 . 4 6 25 . 4 6 4+00 25 . 5 9 25 . 5 9 26 . 1 0 26 . 1 0 5+00 26 . 2 6 26 . 2 6 26 . 0 1 26 . 0 1 6+00 26 . 0 9 26 . 0 9 26 . 2 5 26 . 2 5 7+00 8+00 S-01-42 RIM ELEV. = 24.23 N INV. IN (48") = 9.34 W INV. IN (24") = 14.92 S INV. OUT (48")= 9.34S INV. OUT (48")= 9.24 S-01-42 RIM ELEV. = 24.23 N INV. IN (48") = 9.34 W INV. IN (24") = 14.92S INV. OUT (48")= 9.34S INV. OUT (48")= 9.24 37' LF 48" CL IIIRCP @ 1.80% 31' LF 48" CL III RCP @ 1.80% S-01-43 RIM ELEV. = 21.81 SE INV. IN (48") = 10.56 SW INV. OUT (48")= 10.56 NE INV. OUT (48")= 10.46 227' LF 48" CL IIIRCP @ 1.00% 120' LF 48" CL III RCP @ 0.50% S-01-22 RIM ELEV. = 24.90 NE INV. IN (42") = 14.06 SW INV. OUT (48")= 13.56 310' LF 42" CL IIIRCP @ 0.56% S-01-41RIM ELEV. = 20.74NE INV. IN (48") = 10.00S INV. OUT (48")= 10.00 S-01-09 RIM ELEV. = 26.17 NE INV. IN (48") = 12.96 SE INV. IN (48") = 12.96SW INV. OUT (48")= 12.96 S-01-25 RIM ELEV. = 26.66 SE INV. IN (36") = 15.80SW INV. OUT (42")= 15.80 S-01-02RIM ELEV. = 21.69 NE INV. IN (48") = 10.69 SE INV. IN (24") = 12.56 NW INV. OUT (48")= 10.69 12' LF 48" CL IIIRCP @ 1.04% SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ s a m b e r g a \ d 0 5 3 2 9 4 5 \ I L M B P 2 - D R P . d w g Pl o t t e d b y : S a m b e r g , A n d r e w Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 6 : 1 5 P M WILMINGTON INTERNATIONAL AIRPORT 100% DESIGN 08/09/2024 CG-146 ZHA AGS DMS PROPOSED DRAINAGE PROFILE (SHEET 1 OF 17) SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 422 2 VERT. SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 HORIZ. 1 ADDENDUM #1 08/23/2024 1 1 1 SYSTEM #3 PROFILE 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 -1+00 21 . 5 2 26 . 1 4 0+00 21 . 1 2 22 . 4 3 1+00 23 . 3 7 21 . 7 7 2+00 3+00 4+00 S-01-04RIM ELEV. = 26.14NW INV. OUT (24")= 13.67 227' LF 24" CL IIIRCP @ 0.49% S-01-02 RIM ELEV. = 21.69 NE INV. IN (48") = 10.69 SE INV. IN (24") = 12.56 NW INV. OUT (48")= 10.69 EXISTING GRADE PROPOSED GRADE SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ s a m b e r g a \ d 0 5 3 2 9 4 5 \ I L M B P 2 - D R P . d w g Pl o t t e d b y : S a m b e r g , A n d r e w Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 6 : 1 5 P M WILMINGTON INTERNATIONAL AIRPORT 100% DESIGN 08/09/2024 CG-147 ZHA AGS DMS PROPOSED DRAINAGE PROFILE (SHEET 2 OF 17) SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 422 2 VERT. SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 HORIZ. 1 ADDENDUM #1 08/23/2024 1 SYSTEM #4 PROFILE 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 SYSTEM #5 PROFILE 8 10 12 14 16 18 20 22 24 26 28 30 32 34 8 10 12 14 16 18 20 22 24 26 28 30 32 34 -1+00 21 . 5 2 21 . 5 2 0+00 22 . 1 2 22 . 1 2 23 . 0 3 23 . 0 3 1+00 2+00 3+00-1+00 23 . 7 7 23 . 7 7 0+00 23 . 4 9 23 . 4 9 23 . 2 9 23 . 2 9 1+00 23 . 3 4 23 . 3 4 23 . 5 4 23 . 5 4 2+00 24 . 0 0 24 . 0 0 3+00 4+00 S-01-09RIM ELEV. = 26.17NE INV. IN (48") = 12.96 SE INV. IN (48") = 12.96 SW INV. OUT (48")= 12.96 69' LF 48" CL III RCP @ 0.20% S-01-10 RIM ELEV. = 25.02 SE INV. IN (42") = 13.60 SW INV. IN (15") = 15.85NE INV. IN (24") = 15.60NW INV. OUT (48")= 13.10 118' LF 42" CL III RCP @ 1.04% S-01-12 RIM ELEV. = 26.17 SW INV. IN (15") = 17.08 SE INV. IN (42") = 14.83NW INV. OUT (42")= 14.83 84' LF 42" CL III RCP @ 0.85% S-01-14RIM ELEV. = 28.69W INV. IN (30") = 14.21 NE INV. IN (30") = 16.54 NW INV. OUT (42")= 15.54 S-01-11RIM ELEV. = 24.22 NE INV. OUT (15")= 16.98 120' LF 15" CL III RCP @ 0.94% S-01-10RIM ELEV. = 25.02SE INV. IN (42") = 13.60 SW INV. IN (15") = 15.85 NE INV. IN (24") = 15.60 NW INV. OUT (48")= 13.10 EXISTING GRADE EXISTING GRADE PROPOSED GRADE PROPOSED GRADE SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ s a m b e r g a \ d 0 5 3 2 9 4 5 \ I L M B P 2 - D R P . d w g Pl o t t e d b y : S a m b e r g , A n d r e w Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 6 : 1 5 P M WILMINGTON INTERNATIONAL AIRPORT 100% DESIGN 08/09/2024 CG-148 ZHA AGS DMS PROPOSED DRAINAGE PROFILE (SHEET 3 OF 17) SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 422 2 VERT. SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 HORIZ. 1 ADDENDUM #1 08/23/2024 1 1 1 1 1 1 SYSTEM #6 PROFILE 10 12 14 16 18 20 22 24 26 28 30 32 34 36 10 12 14 16 18 20 22 24 26 28 30 32 34 36 -1+00 21 . 9 1 21 . 9 1 0+00 22 . 3 9 22 . 3 9 23 . 1 3 23 . 1 3 1+00 2+00 3+00 SYSTEM #7 PROFILE 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 S-01-13RIM ELEV. = 25.36NE INV. OUT (15")= 18.28 120' LF 15" CL III RCP @ 1.00% S-01-12RIM ELEV. = 26.17 SW INV. IN (15") = 17.08 SE INV. IN (42") = 14.83 NW INV. OUT (42")= 14.83 EXISTING GRADE EXISTING GRADE PROPOSED GRADE PROPOSED GRADE -1+00 23 . 4 4 0+00 23 . 3 9 28 . 6 3 22 . 7 9 27 . 8 3 1+00 22 . 4 4 27 . 4 8 23 . 0 8 28 . 1 0 2+00 23 . 9 6 28 . 5 6 24 . 7 6 29 . 4 5 3+00 25 . 3 1 29 . 2 0 28 . 1 4 29 . 3 3 4+00 27 . 1 1 29 . 4 4 27 . 3 8 29 . 9 8 5+00 6+00 7+00 21' LF 24" CL IIIRCP @ 0.42% S-01-17 RIM ELEV. = 18.99 SW INV. IN (24") = 15.24NW INV. OUT (24")= 15.24 EX_S-01-17A RIM ELEV. = 23.44NE INV. OUT (24")= 15.33 57' LF 24" CL III RCP @ 0.09% S-01-16 RIM ELEV. = 28.07 SE INV. IN (24") = 15.19NW INV. OUT (24")= 15.19 63' LF 24" CL III RCP @ 0.21% S-01-15 RIM ELEV. = 27.31 SE INV. IN (24") = 15.06E INV. OUT (30")= 14.53 129' LF 30" CL III RCP @ 0.25% S-01-14 RIM ELEV. = 28.69 W INV. IN (30") = 14.21 NE INV. IN (30") = 16.54 NW INV. OUT (42")= 15.54 180' LF 30" CL III RCP @ 0.25% S-01-18 RIM ELEV. = 29.45E INV. IN (24") = 17.50SW INV. OUT (30")= 16.99 33' LF 24" CL IIIRCP @ 0.24% S-01-19 RIM ELEV. = 29.98 NE INV. IN (15") = 18.33 SE INV. IN (18") = 18.08W INV. OUT (24")= 17.58 24' LF 15" CL III RCP @ 0.50% S-01-21 RIM ELEV. = 29.98 SW INV. OUT (15")= 18.45 SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ s a m b e r g a \ d 0 5 3 2 9 4 5 \ I L M B P 2 - D R P . d w g Pl o t t e d b y : S a m b e r g , A n d r e w Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 6 : 1 5 P M WILMINGTON INTERNATIONAL AIRPORT 100% DESIGN 08/09/2024 CG-149 ZHA AGS DMS PROPOSED DRAINAGE PROFILE (SHEET 4 OF 17) SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 422 2 VERT. SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 HORIZ. 1 ADDENDUM #1 08/23/2024 1 1 1 SYSTEM #8 PROFILE 8 10 12 14 16 18 20 22 24 26 28 30 32 8 10 12 14 16 18 20 22 24 26 28 30 32 -1+00 23 . 4 2 25 . 0 2 0+00 24 . 7 5 25 . 0 2 26 . 6 7 24 . 7 7 1+00 26 . 9 9 25 . 5 7 27 . 0 2 26 . 1 4 2+00 3+00 4+00 SYSTEM #9 PROFILE 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 120' LF 24" CL III RCP @ 0.63% S-01-23RIM ELEV. = 24.67SE INV. IN (18") = 16.85SW INV. OUT (24")= 16.35 118' LF 18" CL III RCP @ 0.79% S-01-24RIM ELEV. = 25.81 NW INV. OUT (18")= 17.78 EXISTING GRADE EXISTING GRADE PROPOSED GRADE PROPOSED GRADE -1+00 30 . 7 2 0+00 30 . 0 9 30 . 6 0 29 . 5 6 29 . 4 5 1+00 28 . 9 9 27 . 9 1 28 . 6 7 26 . 9 3 2+00 28 . 2 4 27 . 2 0 28 . 0 5 26 . 0 8 3+00 27 . 3 6 26 . 4 6 4+00 5+00 S-01-10RIM ELEV. = 25.02 SE INV. IN (42") = 13.60 SW INV. IN (15") = 15.85 NE INV. IN (24") = 15.60 NW INV. OUT (48")= 13.10 S-01-26 RIM ELEV. = 26.02 SE INV. IN (36") = 16.64 SW INV. IN (15") = 18.66 NE INV. IN (24") = 17.91 NW INV. OUT (36")= 16.64 S-01-27 RIM ELEV. = 26.83 SE INV. IN (30") = 18.28 NE INV. IN (15") = 19.49 SW INV. IN (15") = 20.04 NW INV. OUT (36")= 17.99 185' LF 30" CL IIIRCP @ 1.72% 118' LF 36" CL III RCP @ 1.15% 68' LF 36" CL IIIRCP @ 1.23% S-01-25RIM ELEV. = 26.60SE INV. IN (36") = 15.80SW INV. OUT (42") = 15.80 S-01-31ARIM ELEV. = 30.72NE INV. OUT (24")= 24.00NW INV. OUT (30")= 21.45 SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ s a m b e r g a \ d 0 5 3 2 9 4 5 \ I L M B P 2 - D R P . d w g Pl o t t e d b y : S a m b e r g , A n d r e w Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 6 : 1 5 P M WILMINGTON INTERNATIONAL AIRPORT 100% DESIGN 08/09/2024 CG-150 ZHA AGS DMS PROPOSED DRAINAGE PROFILE (SHEET 5 OF 17) SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 422 2 VERT. SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 HORIZ. 1 ADDENDUM #1 08/23/2024 1 1 1 1 SYSTEM #10 PROFILE 12 14 16 18 20 22 24 26 28 30 32 34 36 38 12 14 16 18 20 22 24 26 28 30 32 34 36 38 EXISTING GRADE EXISTING GRADE PROPOSED GRADE PROPOSED GRADE SYSTEM #11 PROFILE 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 -1+00 28 . 9 6 30 . 1 8 0+00 28 . 5 6 29 . 8 5 27 . 6 2 29 . 4 6 1+00 26 . 7 9 28 . 7 0 28 . 5 6 29 . 6 8 2+00 29 . 3 7 28 . 4 2 27 . 4 2 29 . 0 4 3+00 4+00 5+00 S-01D-02 RIM ELEV. = 28.32SW INV. IN (15") = 21.46SE INV. IN (42") = 19.21NE INV. IN (15") = 21.46 NW INV. OUT (42")= 19.21 S-01D-04RIM ELEV. = 28.60SW INV. IN (18") = 21.50SE INV. IN (42") = 19.50 NE INV. IN (24") = 21.00 NW INV. OUT (42")= 19.50 S-01D-14 RIM ELEV. = 30.18 NW INV. OUT (42")= 19.86 35' LF 42" CL IIIRCP @ 0.26% S-01D-13 RIM ELEV. = 30.02 SW INV. IN (15") = 22.02 SE INV. IN (42") = 19.77NW INV. OUT (42")= 19.77 104' LF 42" CL III RCP @ 0.26%118' LF 42" CL IIIRCP @ 0.25% 92' LF 42" CL III RCP @ 0.25% EX_S-01-15 RIM ELEV. = 29.00 SE INV. IN (42") = 18.98 NE INV. IN (24") = 16.99 W INV. OUT (48")= 16.89 -1+00 26 . 8 9 26 . 8 9 0+00 27 . 6 5 27 . 6 5 28 . 1 9 28 . 1 9 1+00 27 . 6 7 27 . 6 7 27 . 9 3 27 . 9 3 2+00 28 . 0 6 28 . 0 6 27 . 9 7 27 . 9 7 3+00 28 . 1 5 28 . 1 5 28 . 2 7 28 . 2 7 4+00 28 . 8 2 28 . 8 2 5+00 6+00 S-01-32 RIM ELEV. = 25.25 NE INV. OUT (15")= 19.87 120' LF 15" CL III RCP @ 1.00% 154' LF 24" CL IIIRCP @ 1.00% S-01-34 RIM ELEV. = 26.03 NE INV. IN (15") = 20.20SW INV. OUT (24")= 19.45 120' LF 15" CL III RCP @ 1.00% S-01-35 RIM ELEV. = 26.74 SE INV. IN (15") = 21.41 SW INV. OUT (15")= 21.41 S-01-26RIM ELEV. = 26.02SE INV. IN (36") = 16.64 SW INV. IN (15") = 18.66 NE INV. IN (24") = 17.91 NW INV. OUT (36")= 16.64 92' LF 15" CL III RCP @ 1.00% S-01-39RIM ELEV. = 27.31NW INV. OUT (15")= 22.32 SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ s a m b e r g a \ d 0 5 3 2 9 4 5 \ I L M B P 2 - D R P . d w g Pl o t t e d b y : S a m b e r g , A n d r e w Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 6 : 1 6 P M WILMINGTON INTERNATIONAL AIRPORT 100% DESIGN 08/09/2024 CG-151 ZHA AGS DMS PROPOSED DRAINAGE PROFILE (SHEET 6 OF 17) SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 422 2 VERT. SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 HORIZ. 1 ADDENDUM #1 08/23/2024 1 1 1 1 1 1 1 1 SYSTEM #12 PROFILE 14 16 18 20 22 24 26 28 30 32 34 36 38 14 16 18 20 22 24 26 28 30 32 34 36 38 -1+00 27 . 4 9 28 . 0 0 0+00 27 . 0 0 28 . 1 0 28 . 7 1 28 . 1 9 1+00 2+00 3+00 S-01D-01RIM ELEV. = 28.45NE INV. OUT (15")= 22.75 129' LF 15" CL IIIRCP @ 1.00% EXISTING GRADE EXISTING GRADE PROPOSED GRADE PROPOSED GRADE SYSTEM #13 PROFILE 14 16 18 20 22 24 26 28 30 32 34 36 38 40 14 16 18 20 22 24 26 28 30 32 34 36 38 40 -1+00 29 . 2 0 27 . 3 9 0+00 28 . 9 7 27 . 8 7 28 . 3 6 28 . 7 4 1+00 28 . 6 7 28 . 4 9 29 . 6 8 29 . 3 5 2+00 28 . 2 2 30 . 1 2 28 . 6 6 30 . 6 4 3+00 29 . 7 2 31 . 1 5 30 . 4 6 31 . 3 9 4+00 30 . 9 8 31 . 7 3 5+00 6+00 S-01D-04 RIM ELEV. = 28.60 SW INV. IN (18") = 21.50 SE INV. IN (42") = 19.50NE INV. IN (24") = 21.00NW INV. OUT (42")= 19.50 129' LF 18" CL III RCP @ 1.00% 39' LF 24" CL III RCP @ 0.31% S-01D-05 RIM ELEV. = 28.40 NE INV. IN (24") = 21.12 SW INV. OUT (24")= 21.12 77' LF 24" CL III RCP @ 0.30% 131' LF 15" CL IIIRCP @ 0.42% S-01D-07 RIM ELEV. = 30.26E INV. IN (15") = 22.65SW INV. OUT (15")= 22.65 23' LF 15" CL III RCP @ 0.63% S-01D-10RIM ELEV. = 31.36SE INV. IN (15") = 22.80W INV. OUT (15")= 22.80 101' LF 15" CL IIIRCP @ 0.75% S-01D-11 RIM ELEV. = 31.98 NW INV. OUT (15")= 23.55 S-01D-06RIM ELEV. = 30.01NE INV. IN (15") = 22.10SW INV. OUT (24") = 21.35 S-01D-02RIM ELEV. = 28.32SW INV. IN (15") = 21.46SE INV. IN (42") = 19.21NE INV. IN (15") = 21.46 NW INV. OUT (42")= 19.21 SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ s a m b e r g a \ d 0 5 3 2 9 4 5 \ I L M B P 2 - D R P . d w g Pl o t t e d b y : S a m b e r g , A n d r e w Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 6 : 1 6 P M WILMINGTON INTERNATIONAL AIRPORT 100% DESIGN 08/09/2024 CG-152 ZHA AGS DMS PROPOSED DRAINAGE PROFILE (SHEET 7 OF 17) SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 422 2 VERT. SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 HORIZ. 1 ADDENDUM #1 08/23/2024 1 1 1 1 1 1 SYSTEM #14 PROFILE 16 18 20 22 24 26 28 30 32 34 36 38 16 18 20 22 24 26 28 30 32 34 36 38 -1+00 27 . 6 1 27 . 6 1 0+00 27 . 6 6 27 . 6 6 27 . 5 8 27 . 5 8 1+00 27 . 8 3 27 . 8 3 28 . 4 5 28 . 4 5 2+00 28 . 3 8 28 . 3 8 3+00 4+00 168' LF 18" CL III RCP @ 0.41% S-01C-02RIM ELEV. = 27.40SE INV. IN (24") = 21.46 SW INV. IN (18") = 21.96 NE INV. OUT (24")= 21.46 42' LF 15" CL III RCP @ 1.50% S-01C-03RIM ELEV. = 28.89NE INV. IN (15") = 22.64SW INV. OUT (15")= 22.64 34' LF 15" CL III RCP @ 0.34% S-01C-04RIM ELEV. = 29.34SW INV. OUT (15")= 22.76EXISTING GRADE EXISTING GRADE PROPOSED GRADE PROPOSED GRADE SYSTEM #15 PROFILE 12 14 16 18 20 22 24 26 28 30 32 34 36 38 12 14 16 18 20 22 24 26 28 30 32 34 36 38 S-01C-08RIM ELEV. = 28.28 NE INV. IN (15") = 22.01 SW INV. IN (24") = 21.26 NW INV. OUT (24")= 21.26 40' LF 24" CL III RCP @ 0.50% S-01C-01 RIM ELEV. = 27.19 NE INV. OUT (18") = 22.65 -1+00 27 . 9 3 27 . 9 3 0+00 28 . 2 9 28 . 2 9 28 . 6 4 28 . 6 4 1+00 28 . 8 7 28 . 8 7 28 . 9 8 28 . 9 8 2+00 29 . 0 1 29 . 0 1 3+00 4+00 S-01-36 RIM ELEV. = 26.22 NE INV. OUT (15")= 21.24 120' LF 15" CL III RCP @ 1.00% 154' LF 15" CL IIIRCP @ 1.00% S-01-27 RIM ELEV. = 26.83 SE INV. IN (30") = 18.28 NE INV. IN (15") = 19.49 SW INV. IN (15") = 20.04 NW INV. OUT (36")= 17.99 S-01-38 RIM ELEV. = 26.75 SW INV. OUT (15")= 21.03 SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ s a m b e r g a \ d 0 5 3 2 9 4 5 \ I L M B P 2 - D R P . d w g Pl o t t e d b y : S a m b e r g , A n d r e w Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 6 : 1 6 P M WILMINGTON INTERNATIONAL AIRPORT 100% DESIGN 08/09/2024 CG-153 ZHA AGS DMS PROPOSED DRAINAGE PROFILE (SHEET 8 OF 17) SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 422 2 VERT. SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 HORIZ. 1 ADDENDUM #1 08/23/2024 1 1 1 1 1 SYSTEM #17 PROFILE 10 12 14 16 18 20 22 24 26 28 30 32 34 10 12 14 16 18 20 22 24 26 28 30 32 34 -1+00 26 . 2 4 25 . 5 7 0+00 25 . 7 2 25 . 3 7 25 . 6 7 25 . 1 2 1+00 25 . 4 3 25 . 9 6 25 . 4 6 26 . 1 3 2+00 25 . 3 5 26 . 6 0 28 . 1 7 26 . 5 8 3+00 28 . 9 0 26 . 3 3 4+00 5+00 S-01B-01RIM ELEV. = 25.57NE INV. IN (24") = 19.15 NW INV. OUT (30")= 18.65 103' LF 24" CL IIIRCP @ 0.46% S-01B-02 RIM ELEV. = 25.10 NE INV. IN (24") = 19.62 NW INV. IN (18") = 20.37 SW INV. OUT (24")= 19.62 120' LF 24" CL III RCP @ 0.50% S-01B-04RIM ELEV. = 26.02NE INV. IN (18") = 20.72 NW INV. IN (18") = 20.97 SW INV. OUT (24")= 20.22 130' LF 18" CL III RCP @ 0.54% S-01B-06 RIM ELEV. = 26.32 SW INV. OUT (18")= 21.42 SYSTEM #16 PROFILE 16 18 20 22 24 26 28 30 32 34 36 38 40 16 18 20 22 24 26 28 30 32 34 36 38 40 EXISTING GRADE EXISTING GRADE PROPOSED GRADE PROPOSED GRADE -1+00 27 . 3 2 30 . 2 5 0+00 28 . 5 8 29 . 9 0 28 . 4 3 29 . 4 0 1+00 29 . 3 4 28 . 5 8 28 . 2 6 27 . 8 9 2+00 28 . 5 7 28 . 4 2 28 . 9 1 27 . 8 2 3+00 4+00 5+00 S-01C-02RIM ELEV. = 27.40SE INV. IN (24") = 21.46SW INV. IN (18") = 21.96 NE INV. OUT (24")= 21.46 S-01C-07 RIM ELEV. = 30.25SW INV. OUT (15")= 23.68 105' LF 15" CL III RCP @ 0.52% S-01C-06 RIM ELEV. = 29.28 NE INV. IN (15") = 23.12 SW INV. OUT (18")= 22.87 82' LF 18" CL III RCP @ 0.28% S-01C-05 RIM ELEV. = 27.75 NE INV. IN (18") = 22.64 NW INV. OUT (24")= 22.14 138' LF 24" CL III RCP @ 0.49% SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ s a m b e r g a \ d 0 5 3 2 9 4 5 \ I L M B P 2 - D R P . d w g Pl o t t e d b y : S a m b e r g , A n d r e w Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 6 : 1 6 P M WILMINGTON INTERNATIONAL AIRPORT 100% DESIGN 08/09/2024 CG-154 ZHA AGS DMS PROPOSED DRAINAGE PROFILE (SHEET 9 OF 17) SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 422 2 VERT. SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 HORIZ. 1 ADDENDUM #1 08/23/2024 1 1 1 11 1 SYSTEM #18 PROFILE 10 12 14 16 18 20 22 24 26 28 30 32 34 36 10 12 14 16 18 20 22 24 26 28 30 32 34 36 SYSTEM #19 PROFILE 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 -1+00 23 . 9 9 23 . 1 0 0+00 24 . 9 5 23 . 3 2 26 . 2 0 22 . 4 1 1+00 25 . 4 7 22 . 3 4 24 . 3 0 22 . 0 8 2+00 25 . 4 2 22 . 3 2 26 . 0 2 23 . 0 6 3+00 25 . 9 4 23 . 2 5 25 . 7 8 23 . 0 0 4+00 5+00 6+00 -1+00 24 . 1 9 24 . 5 0 0+00 23 . 8 9 24 . 2 2 25 . 1 5 23 . 3 0 1+00 25 . 2 4 22 . 0 9 22 . 4 5 23 . 3 0 2+00 22 . 9 1 23 . 3 1 3+00 4+00 105' LF 18" CL III RCP @ 0.20%120' LF 18" CL III RCP @ 0.20% S-01A-06 RIM ELEV. = 21.96 SE INV. IN (24") = 17.54SW INV. IN (18") = 18.40NE INV. IN (24") = 17.54NW INV. OUT (36")= 14.81 190' LF 24" CL III RCP @ 0.53% S-01A-08RIM ELEV. = 22.93SE INV. IN (18") = 19.29 SW INV. OUT (24")= 18.54 EX_S-01-12RIM ELEV. = 24.50E INV. IN (48") = 13.27SE INV. IN (36") = 14.27W INV. OUT (48")= 13.26 155' LF 36" CL IIIRCP @ 0.35% S-01A-06 RIM ELEV. = 21.96 SE INV. IN (24") = 17.54 SW INV. IN (18") = 18.40 NE INV. IN (24") = 17.54NW INV. OUT (36")= 14.81 107' LF 24" CL III RCP @ 0.50% S-01A-05RIM ELEV. = 23.21 SW INV. IN (18") = 18.58 NW INV. OUT (24")= 18.08 EXISTING GRADE EXISTING GRADE PROPOSED GRADE PROPOSED GRADE S-01A-02RIM ELEV. = 23.39NE INV. OUT (18") = 18.85 EXIST. 24" PIPE INV ELEV. = 15.77 EXIST. 15" PIPEINV ELEV. = 18.75 SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ s a m b e r g a \ d 0 5 3 2 9 4 5 \ I L M B P 2 - D R P . d w g Pl o t t e d b y : S a m b e r g , A n d r e w Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 6 : 1 6 P M WILMINGTON INTERNATIONAL AIRPORT 100% DESIGN 08/09/2024 CG-155 ZHA AGS DMS PROPOSED DRAINAGE PROFILE (SHEET 10 OF 17) SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 422 2 VERT. SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 HORIZ. 1 ADDENDUM #1 08/23/2024 1 1 1 1 1 1 SYSTEM #20 PROFILE 14 16 18 20 22 24 26 28 30 32 14 16 18 20 22 24 26 28 30 32 -1+00 26 . 0 0 22 . 9 3 0+00 26 . 2 8 24 . 3 8 24 . 9 8 24 . 0 8 1+00 2+00 3+00 SYSTEM #21 PROFILE 10 12 14 16 18 20 22 24 26 28 30 32 34 36 10 12 14 16 18 20 22 24 26 28 30 32 34 36 S-01A-08RIM ELEV. = 22.93 SE INV. IN (18") = 19.29 SW INV. OUT (24")= 18.54 107' LF 18" CL III RCP @ 0.50% S-01A-07 RIM ELEV. = 24.00 NW INV. OUT (18")= 19.83 -1+00 23 . 3 1 25 . 2 0 0+00 27 . 1 2 25 . 5 1 23 . 9 5 25 . 9 1 1+00 2+00 3+00 EX_S-01-13 RIM ELEV. = 25.71 NE INV. IN (48") = 14.36 SE INV. IN (30") = 18.00 W INV. OUT (48")= 14.32 129' LF 30" CL III RCP @ 0.50% S-01B-01RIM ELEV. = 25.57NE INV. IN (24") = 19.15 NW INV. OUT (30")= 18.65 EXISTING GRADE EXISTING GRADE PROPOSED GRADE PROPOSED GRADE SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ s a m b e r g a \ d 0 5 3 2 9 4 5 \ I L M B P 2 - D R P . d w g Pl o t t e d b y : S a m b e r g , A n d r e w Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 6 : 1 6 P M WILMINGTON INTERNATIONAL AIRPORT 100% DESIGN 08/09/2024 CG-156 ZHA AGS DMS PROPOSED DRAINAGE PROFILE (SHEET 11 OF 17) SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 422 2 VERT. SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 HORIZ. 1 ADDENDUM #1 08/23/2024 1 1 1 SYSTEM #22 PROFILE 12 14 16 18 20 22 24 26 28 30 32 12 14 16 18 20 22 24 26 28 30 32 SYSTEM #23 PROFILE 12 14 16 18 20 22 24 26 28 30 32 12 14 16 18 20 22 24 26 28 30 32 -1+00 26 . 0 6 24 . 3 6 0+00 27 . 6 0 25 . 5 6 25 . 3 8 25 . 1 9 1+00 2+00 3+00 -1+00 26 . 2 2 25 . 3 9 0+00 28 . 4 8 26 . 5 4 25 . 3 4 26 . 1 2 1+00 2+00 3+00 107' LF 18" CL III RCP @ 0.50% S-01B-02RIM ELEV. = 25.10NE INV. IN (24") = 19.62NW INV. IN (18") = 20.37 SW INV. OUT (24")= 19.62 S-01B-05 RIM ELEV. = 25.39 SE INV. OUT (18")= 21.51 107' LF 18" CL III RCP @ 0.50% S-01B-04RIM ELEV. = 26.02 NE INV. IN (18") = 20.72 NW INV. IN (18") = 20.97 SW INV. OUT (24")= 20.22 EXISTING GRADE EXISTING GRADE PROPOSED GRADE PROPOSED GRADE SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ s a m b e r g a \ d 0 5 3 2 9 4 5 \ I L M B P 2 - D R P . d w g Pl o t t e d b y : S a m b e r g , A n d r e w Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 6 : 1 6 P M WILMINGTON INTERNATIONAL AIRPORT 100% DESIGN 08/09/2024 CG-157 ZHA AGS DMS PROPOSED DRAINAGE PROFILE (SHEET 12 OF 17) SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 422 2 VERT. SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 HORIZ. 1 ADDENDUM #1 08/23/2024 1 1 1 SYSTEM #26 PROFILE 14 16 18 20 22 24 26 28 30 32 34 36 38 14 16 18 20 22 24 26 28 30 32 34 36 38 SYSTEM #24 PROFILE 14 16 18 20 22 24 26 28 30 32 34 14 16 18 20 22 24 26 28 30 32 34 SYSTEM #25 PROFILE 14 16 18 20 22 24 26 28 30 32 34 36 14 16 18 20 22 24 26 28 30 32 34 36 -1+00 24 . 6 7 23 . 5 6 0+00 23 . 2 6 23 . 8 1 23 . 0 1 23 . 1 0 1+00 2+00 3+00 -1+00 23 . 0 4 23 . 2 1 0+00 25 . 3 6 23 . 4 6 25 . 4 9 24 . 0 1 1+00 2+00 3+00 120' LF 15" CL III RCP @ 0.30% S-01A-01 RIM ELEV. = 22.76 NE INV. OUT (15")= 19.67 120' LF 18" CL III RCP @ 0.40% S-01A-03RIM ELEV. = 23.56SW INV. IN (15") = 19.31 NE INV. OUT (18")= 19.06 EXISTING GRADE EXISTING GRADEPROPOSED GRADE PROPOSED GRADE -1+00 28 . 8 9 29 . 5 8 0+00 28 . 5 7 28 . 8 1 29 . 4 9 28 . 2 7 1+00 2+00 3+00 EXISTING GRADE PROPOSED GRADE S-01D-09 RIM ELEV. = 29.64 NW INV. IN (15") = 21.86 SW INV. OUT (15")= 21.86E INV. OUT (15")= 21.86 S-01D-08RIM ELEV. = 29.58SE INV. OUT (15")= 22.01 30 LF 15" CL III RCP @ 0.50% 80 LF 15" CL III RCP @ 0.50% S-01D-02RIM ELEV. = 28.32SW INV. IN (15") = 21.46SE INV. IN (42") = 19.21 NE INV. IN (15") = 21.46 NW INV. OUT (42")= 19.21 S-01A-05 RIM ELEV. = 23.21 SW INV. IN (18") = 18.58 NW INV. OUT (24")= 18.08 S-01A-03 RIM ELEV. = 23.56 SW INV. IN (15") = 19.31NE INV. OUT (18")= 19.06 SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ s a m b e r g a \ d 0 5 3 2 9 4 5 \ I L M B P 2 - D R P . d w g Pl o t t e d b y : S a m b e r g , A n d r e w Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 6 : 1 6 P M WILMINGTON INTERNATIONAL AIRPORT 100% DESIGN 08/09/2024 CG-158 ZHA AGS DMS PROPOSED DRAINAGE PROFILE (SHEET 13 OF 17) SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 422 2 VERT. SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 HORIZ. 1 ADDENDUM #1 08/23/2024 1 1 1 1 1 1 1 SYSTEM #27 PROFILE 14 16 18 20 22 24 26 28 30 32 34 36 14 16 18 20 22 24 26 28 30 32 34 36 -1+00 21 . 8 4 0+00 23 . 9 5 1+00 2+00 S-01A-10RIM ELEV. = 21.84 N INV. OUT (15")= 18.91 77' LF 15" CL III RCP @ 0.94% S-01-38RIM ELEV. = 24.13S INV. IN (15") = 17.93SW INV. IN (18") = 17.93 E INV. OUT (18") = 17.93 EXISTING GRADE EXISTING GRADE PROPOSED GRADE SYSTEM #28 PROFILE 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 -1+00 22 . 1 0 22 . 1 0 0+00 22 . 8 1 22 . 8 1 24 . 0 1 24 . 0 1 1+00 24 . 0 9 24 . 0 9 2+00 3+00 127' LF 15" CL III RCP @ 0.50% 30' LF 15" CL IIIRCP @ 0.50% S-01A-11 RIM ELEV. = 25.06 NW INV. IN (15") = 19.82 NE INV. OUT (15")= 19.82 S-01A-12 RIM ELEV. = 24.54 SE INV. OUT (15")= 20.45 EX_S-01-05RIM ELEV. = 25.26S INV. IN (60") = 12.42E INV. IN (72") = 11.86SW INV. IN (15") = 19.67 E INV. OUT (72") = 11.82 SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ s a m b e r g a \ d 0 5 3 2 9 4 5 \ I L M B P 2 - D R P . d w g Pl o t t e d b y : S a m b e r g , A n d r e w Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 6 : 1 6 P M WILMINGTON INTERNATIONAL AIRPORT 100% DESIGN 08/09/2024 CG-159 ZHA AGS DMS PROPOSED DRAINAGE PROFILE (SHEET 14 OF 17) SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 422 2 VERT. SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 HORIZ. 1 ADDENDUM #1 08/23/2024 1 SYSTEM #29 PROFILE 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 -1+00 23 . 7 4 0+00 30 . 5 4 29 . 2 4 1+00 27 . 1 5 30 . 8 6 2+00 3+00 SYSTEM #30 PROFILE 16 18 20 22 24 26 28 30 32 34 36 38 40 16 18 20 22 24 26 28 30 32 34 36 38 40 -1+00 30 . 7 2 0+00 31 . 0 2 1+00 2+00 S-01-19 RIM ELEV. = 29.98 NE INV. IN (15") = 18.33 SE INV. IN (18") = 18.08 W INV. OUT (24")= 17.58 S-01-20A RIM ELEV. = 24.38 NE INV. OUT (18")= 21.18 113' LF 18" CL IIIRCP @ 2.54% S-01-20 RIM ELEV. = 27.72 SW INV. IN (18") = 18.30NW INV. OUT (18")= 18.30 81' LF 18" CL III RCP @ 0.27% S-01-31ARIM ELEV. = 30.72NE INV. OUT (24")= 24.00NW INV. OUT (30")= 21.45 97' LF 24" CL III RCP @ 0.66% S-01-31B RIM ELEV. = 31.12 SW INV. IN (24") = 23.35 EXISTING GRADE PROPOSED GRADE EXISTING GRADE SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ s a m b e r g a \ d 0 5 3 2 9 4 5 \ I L M B P 2 - D R P . d w g Pl o t t e d b y : S a m b e r g , A n d r e w Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 6 : 1 6 P M WILMINGTON INTERNATIONAL AIRPORT 100% DESIGN 08/09/2024 CG-160 ZHA AGS DMS PROPOSED DRAINAGE PROFILE (SHEET 15 OF 17) SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 422 2 VERT. SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 HORIZ. 1 ADDENDUM #1 08/23/2024 1 1 1 1 SYSTEM #32 PROFILE 16 18 20 22 24 26 28 30 32 34 36 38 16 18 20 22 24 26 28 30 32 34 36 38 SYSTEM #31 PROFILE 14 16 18 20 22 24 26 28 30 32 34 36 38 40 14 16 18 20 22 24 26 28 30 32 34 36 38 40 -1+00 30 . 5 3 29 . 9 9 0+00 30 . 4 7 29 . 9 9 30 . 3 5 29 . 9 9 1+00 29 . 8 3 29 . 9 9 29 . 0 9 29 . 9 9 2+00 3+00 4+00 -1+00 29 . 0 6 28 . 3 5 0+00 1+00 2+00 S-01D-13 RIM ELEV. = 30.02 SW INV. IN (15") = 22.02 SE INV. IN (42") = 19.77 NW INV. OUT (42")= 19.77 S-01D-12 RIM ELEV. = 29.99 NE INV. OUT (15")= 23.11 217' LF 15" CL III RCP @ 0.50% S-01C-08 RIM ELEV. = 28.28 NE INV. IN (15") = 22.01SW INV. IN (24") = 21.26NW INV. OUT (24")= 21.26 EX_S-01-07 RIM ELEV. = 29.47 N INV. IN (72") = 20.05 SE INV. IN (24") = 21.15 SW INV. OUT (72")= 20.04 22' LF 24" CL IIIRCP @ 0.50% EXISTING GRADE PROPOSED GRADE EXISTING GRADE SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ s a m b e r g a \ d 0 5 3 2 9 4 5 \ I L M B P 2 - D R P . d w g Pl o t t e d b y : S a m b e r g , A n d r e w Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 6 : 1 6 P M WILMINGTON INTERNATIONAL AIRPORT 100% DESIGN 08/09/2024 CG-161 ZHA AGS DMS PROPOSED DRAINAGE PROFILE (SHEET 16 OF 17) SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 422 2 VERT. SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 HORIZ. 1 ADDENDUM #1 08/23/2024 1 SYSTEM #33 PROFILE 10 12 14 16 18 20 22 24 26 28 30 32 34 10 12 14 16 18 20 22 24 26 28 30 32 34 -1+00 25 . 7 4 25 . 7 4 0+00 25 . 5 4 25 . 5 4 25 . 0 9 25 . 0 9 1+00 24 . 7 3 24 . 7 3 2+00 3+00 S-01-07 RIM ELEV. = 24.53 NE INV. OUT (15")= 15.44 S-01-05 RIM ELEV. = 24.17 SW INV. IN (15") = 16.02 SE INV. OUT (24")= 15.27 E INV. OUT (24")= 15.27 S-01-03 RIM ELEV. = 24.23 SW INV. IN (15") = 15.27 NW INV. IN (24") = 14.52 39' LF 15" CL IIIRCP @ 0.43% 147' LF 24" CL III RCP @ 0.51% EXISTING GRADE PROPOSED GRADE EXISTING GRADE PROPOSED GRADE SYSTEM #34 PROFILE 8 10 12 14 16 18 20 22 24 26 28 30 32 34 8 10 12 14 16 18 20 22 24 26 28 30 32 34 -1+00 23 . 4 4 23 . 4 4 0+00 24 . 1 1 24 . 1 1 1+00 2+00 S-01A-13 RIM ELEV. = 24.05 NW INV. OUT (15")= 20.62 74' LF 15" CL III RCP @ 0.50% EX_S-01-11 RIM ELEV. = 24.52 E INV. IN (48") = 12.67 SE INV. IN (15") = 20.25S INV. OUT (72")= 12.66N INV. OUT (60")= 12.67 SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ s a m b e r g a \ d 0 5 3 2 9 4 5 \ I L M B P 2 - D R P . d w g Pl o t t e d b y : S a m b e r g , A n d r e w Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 6 : 1 6 P M WILMINGTON INTERNATIONAL AIRPORT 100% DESIGN 08/09/2024 CG-162 ZHA AGS DMS PROPOSED DRAINAGE PROFILE (SHEET 17 OF 17) SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 422 2 VERT. HORIZ. EXIST. 48" PIPE T.O.P. ELEV. = 12.24 1 ADDENDUM #1 08/23/2024 1 DRAINAGE STRUCTURE TABLE STRUCTURE NAME S-01-01 S-01-02 S-01-03 S-01-04 S-01-05 S-01-06 S-01-06A S-01-06B S-01-07 S-01-09 S-01-10 S-01-11 S-01-12 S-01-13 S-01-14 S-01-15 S-01-16 S-01-17 S-01-18 S-01-19 S-01-20 S-01-20A S-01-21 S-01-22 S-01-23 S-01-24 S-01-25 STRUCTURE TYPE DROP INL - FRAME WITH GRATE, STD 840.16 MH (7' DIAMETER) - FRAME WITH COVER, STD 840.54 CB - FRAME AND GRATE, STD 840.03 DROP INL - FRAME WITH GRATE, STD 840.16 DROP INL - FRAME WITH GRATE, STD 840.16 DROP INL - FRAME WITH GRATE, STD 840.16 DROP INL - FRAME WITH GRATE, STD 840.16 DROP INL - FRAME WITH GRATE, STD 840.16 DROP INL - FRAME WITH GRATE, STD 840.16 MH (8' DIAMETER) - FRAME WITH COVER, STD 840.54 DROP INL - FRAME WITH GRATE, STD 840.16 DROP INL - FRAME WITH GRATE, STD 840.16 DROP INL - FRAME WITH GRATE, STD 840.16 DROP INL - FRAME WITH GRATE, STD 840.16 DROP INL - FRAME WITH GRATE, STD 840.16 CB - FRAME AND GRATE, STD 840.03 DROP INL - FRAME WITH GRATE, STD 840.16 DROP INL - FRAME WITH GRATE, STD 840.16 DROP INL - FRAME WITH GRATE, STD 840.16 DROP INL - FRAME WITH GRATE, STD 840.16 DROP INL - FRAME WITH GRATE, STD 840.16 DROP INL - FRAME WITH GRATE, STD 840.16 DROP INL - FRAME WITH GRATE, STD 840.16 MH (7' DIAMETER) - FRAME WITH COVER, STD 840.54 DROP INL - FRAME WITH GRATE, STD 840.16 DROP INL - FRAME WITH GRATE, STD 840.16 MH (8' DIAMETER) - FRAME WITH COVER, STD 840.54 RIM ELEVATION 22.52 21.69 24.23 26.14 24.17 23.74 23.76 23.83 24.53 26.17 25.02 24.22 26.17 25.36 28.69 27.31 28.07 18.99 29.45 29.98 27.72 24.38 29.98 24.90 24.67 25.81 26.66 INVERT ELEVATIONS N INV IN (24) = 13.26' S INV OUT (24) = 13.26' NE INV IN (48) = 10.69' SE INV IN (24) = 12.56' NW INV OUT (48) = 10.69' SW INV IN (15) = 15.27' NW INV IN (24) = 14.52' NW INV OUT (24) = 13.67' SW INV IN (15) = 16.02'SE INV OUT (24) = 15.27' E INV OUT (24) = 15.27' SE INV IN (15) = 16.13' NE INV OUT (15) = 16.13' SE INV IN (15) = 16.31' NW INV OUT (15) = 16.31' NW INV OUT (15) = 16.48' NE INV OUT (15) = 15.44' NE INV IN (48) = 12.96' SE INV IN (48) = 12.96'SW INV OUT (48) = 12.96' SE INV IN (42) = 13.60'SW INV IN (15) = 15.85'NE INV IN (24) = 15.60'NW INV OUT (48) = 13.10' NE INV OUT (15) = 16.98' SW INV IN (15) = 17.08'SE INV IN (42) = 14.83'NW INV OUT (42) = 14.83' NE INV OUT (15) = 18.28' W INV IN (30) = 14.21' NE INV IN (30) = 16.54'NW INV OUT (42) = 15.54' SE INV IN (24) = 15.06' E INV OUT (30) = 14.53' SE INV IN (24) = 15.19' NW INV OUT (24) = 15.19' SW INV IN (24) = 15.24' NW INV OUT (24) = 15.24' E INV IN (24) = 17.50' SW INV OUT (30) = 16.99' NE INV IN (15) = 18.33' SE INV IN (18) = 18.08' W INV OUT (24) = 17.58' SW INV IN (18) = 18.30' NW INV OUT (18) = 18.30' NE INV OUT (18) = 21.18' SW INV OUT (15) = 18.45' NE INV IN (42) = 14.06' SW INV OUT (48) = 13.56' SE INV IN (18) = 16.85' SW INV OUT (24) = 16.35' NW INV OUT (18) = 17.78' SE INV IN (36) = 15.80'SW INV OUT (42) = 15.80' NORTHING/EASTING N: 190097.74 E: 2327748.28 N: 189991.53 E: 2328048.41 N: 189777.87 E: 2328026.39 N: 189818.67 E: 2328196.21 N: 189906.19E: 2327953.67 N: 189894.67 E: 2327933.42 N: 189864.64E: 2327950.68 N: 189834.49E: 2327967.72 N: 189745.37E: 2328004.48 N: 190143.44E: 2328217.13 N: 190092.56E: 2328263.17 N: 190012.06E: 2328174.19 N: 190005.24E: 2328342.17 N: 189924.74E: 2328253.18 N: 189942.89 E: 2328398.38 N: 189893.82E: 2328279.43 N: 189847.54 E: 2328322.68 N: 189805.49 E: 2328361.36 N: 190062.38 E: 2328533.20 N: 190068.06 E: 2328566.05 N: 190013.65 E: 2328626.54 N: 189927.76 E: 2328552.97 N: 190083.70 E: 2328583.75 N: 190223.87 E: 2328306.19 N: 190173.06 E: 2328352.15 N: 190085.75E: 2328431.15 N: 190431.62E: 2328536.23 DRAINAGE STRUCTURE TABLE STRUCTURE NAME S-01-26 S-01-27 S-01-31A S-01-31B S-01-32 S-01-34 S-01-35 S-01-36 S-01-38 S-01-39 S-01-41 S-01-42 S-01-43 S-01A-01 S-01A-02 S-01A-03 S-01A-04 S-01A-05 S-01A-06 S-01A-07 S-01A-08 S-01A-10 S-01A-11 S-01A-12 S-01A-13 S-01B-01 S-01B-02 STRUCTURE TYPE MH (7' DIAMETER) - FRAME WITH GRATE, STD 840.54 MH (7' DIAMETER) - FRAME WITH GRATE, STD 840.54 DROP INL - FRAME WITH GRATE, STD 840.16 DROP INL - FRAME WITH GRATE, STD 840.16 DROP INL - FRAME WITH GRATE, STD 840.16 DROP INL - FRAME WITH GRATE, STD 840.16 DROP INL - FRAME WITH GRATE, STD 840.16 DROP INL - FRAME WITH GRATE, STD 840.16 DROP INL - FRAME WITH GRATE, STD 840.16 DROP INL - FRAME WITH GRATE, STD 840.16 MH (8' DIAMETER) - FRAME WITH COVER, STD 840.54 MH (8' DIAMETER) - FRAME WITH COVER, STD 840.54 MH (8' DIAMETER) - FRAME WITH COVER, STD 840.54 DROP INL - FRAME WITH GRATE, STD 840.16 DROP INL - FRAME WITH GRATE, STD 840.16 DROP INL - FRAME WITH GRATE, STD 840.16 DROP INL - FRAME WITH GRATE, STD 840.16 DROP INL - FRAME WITH GRATE, STD 840.16 DROP INL - FRAME WITH GRATE, STD 840.16 DROP INL - FRAME WITH GRATE, STD 840.16 DROP INL - FRAME WITH GRATE, STD 840.16 CB - FRAME AND GRATE, STD 840.03 CB - FRAME AND GRATE, STD 840.03 CB - FRAME AND GRATE, STD 840.03 CB - FRAME AND GRATE, STD 840.03 MH (6' DIAMETER) - FRAME WITH COVER, STD 840.54 DROP INL - FRAME WITH GRATE, STD 840.16 RIM ELEVATION 26.02 26.83 30.72 31.12 25.25 26.03 26.74 26.22 26.75 27.31 20.74 24.23 21.81 22.76 25.08 23.56 22.31 23.21 21.96 24.00 22.93 21.84 25.06 24.54 24.05 25.57 25.10 INVERT ELEVATIONS SE INV IN (36) = 16.64'SW INV IN (15) = 18.66'NE INV IN (24) = 17.91'NW INV OUT (36) = 16.64' SE INV IN (30) = 18.28'NE INV IN (15) = 19.49' SW INV IN (15) = 20.04' NW INV OUT (36) = 17.99' NE INV OUT (24) = 24.00' NW INV OUT (30) = 21.45' SW INV IN (24) = 23.35' NE INV OUT (15) = 19.87' NE INV IN (15) = 20.20'SW INV OUT (24) = 19.45' SE INV IN (15) = 21.41'SW INV OUT (15) = 21.41' NE INV OUT (15) = 21.24' SW INV OUT (15) = 21.03' NW INV OUT (15) = 22.32' NE INV IN (48) = 10.00' S INV OUT (48) = 10.00' N INV IN (48) = 9.34'W INV IN (24) = 14.92' S INV OUT (48) = 9.34' S INV OUT (48) = 9.24' SE INV IN (48) = 10.56' SW INV OUT (48) = 10.56' NE INV OUT (48) = 10.46' NE INV OUT (15) = 19.67' NE INV OUT (18) = 18.85' SW INV IN (15) = 19.31'NE INV OUT (18) = 19.06' SW INV IN (18) = 18.64'NE INV OUT (18) = 18.64' SW INV IN (18) = 18.58'NW INV OUT (24) = 18.08' SE INV IN (24) = 17.54'SW INV IN (18) = 18.40'NE INV IN (24) = 17.54'NW INV OUT (36) = 14.81' NW INV OUT (18) = 19.83' SE INV IN (18) = 19.29'SW INV OUT (24) = 18.54' N INV OUT (15) = 18.91' NW INV IN (15) = 19.82' NE INV OUT (15) = 19.82' SE INV OUT (15) = 20.45' NW INV OUT (15) = 20.62' NE INV IN (24) = 19.15' NW INV OUT (30) = 18.65' NE INV IN (24) = 19.62'NW INV IN (18) = 20.37' SW INV OUT (24) = 19.62' NORTHING/EASTING N: 190381.03E: 2328582.03 N: 190293.72E: 2328661.07 N: 190146.44 E: 2328773.12 N: 190217.23E: 2328839.89 N: 190300.52E: 2328493.04 N: 190484.35E: 2328696.23 N: 190565.00E: 2328785.39 N: 190213.21 E: 2328572.03 N: 190397.04 E: 2328775.22 N: 190495.46 E: 2328845.38 N: 189968.85E: 2328023.23 N: 189932.33E: 2328019.19 N: 189996.71 E: 2328037.04 N: 190119.21 E: 2328077.24 N: 190208.73E: 2328016.22 N: 190199.72E: 2328166.22 N: 190279.43E: 2328094.10 N: 190280.22E: 2328255.21 N: 190359.93E: 2328183.09 N: 190407.68E: 2328396.09 N: 190487.39E: 2328323.97 N: 190405.01 E: 2327922.01 N: 190500.19 E: 2327955.15 N: 190594.45 E: 2327870.34 N: 190425.42 E: 2328023.19 N: 190522.26E: 2328522.75 N: 190591.51E: 2328599.28 NOTES 1. CONTRACTOR TO FIELD VERIFY EXISTING STRUCTURE INVERTS FOR PROPOSED PIPE CONNECTIONS. SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ s a m b e r g a \ d 0 5 3 2 9 4 5 \ I L M B P 2 - D R P . d w g Pl o t t e d b y : S a m b e r g , A n d r e w Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 6 : 1 7 P M WILMINGTON INTERNATIONAL AIRPORT 100% DESIGN 08/09/2024 CG-163 ZHA AGS DMS DRAINAGE STRUCTURE TABLE (SHEET 1 OF 3) 1 ADDENDUM #1 08/23/2024 1 1 1 1 1 1 1 DRAINAGE STRUCTURE TABLE STRUCTURE NAME S-01B-03 S-01B-04 S-01B-05 S-01B-06 S-01C-01 S-01C-02 S-01C-03 S-01C-04 S-01C-05 S-01C-06 S-01C-07 S-01C-08 S-01D-01 S-01D-02 S-01D-03 S-01D-04 S-01D-05 S-01D-06 S-01D-07 S-01D-08 S-01D-09 S-01D-10 S-01D-11 S-01D-12 S-01D-13 S-01D-14 S-01D-15 STRUCTURE TYPE DROP INL - FRAME WITH GRATE, STD 840.16 DROP INL - FRAME WITH GRATE, STD 840.16 DROP INL - FRAME WITH GRATE, STD 840.16 DROP INL - FRAME WITH GRATE, STD 840.16 DROP INL - FRAME WITH GRATE, STD 840.16 DROP INL - FRAME WITH GRATE, STD 840.16 CB - FRAME AND GRATE, STD 840.03 CB - FRAME AND GRATE, STD 840.03 DROP INL - FRAME WITH GRATE, STD 840.16 CB - FRAME AND GRATE, STD 840.03 CB - FRAME AND GRATE, STD 840.03 DROP INL - FRAME WITH GRATE, STD 840.16 DROP INL - FRAME WITH GRATE, STD 840.16 MH (7' DIAMETER) - FRAME WITH COVER, STD 840.54 DROP INL - FRAME WITH GRATE, STD 840.16 MH (7' DIAMETER) - FRAME WITH COVER, STD 840.54 DROP INL - FRAME WITH GRATE, STD 840.16 CB - FRAME AND GRATE, STD 840.03 DROP INL - FRAME WITH GRATE, STD 840.16 MH (6' DIAMETER) - FRAME WITH COVER, STD 840.54 MH (6' DIAMETER) - FRAME WITH COVER, STD 840.54 CB - FRAME AND GRATE, STD 840.03 CB - FRAME AND GRATE, STD 840.03 CB - FRAME AND GRATE, STD 840.03 CB - FRAME AND GRATE, STD 840.03 CB - FRAME AND GRATE, STD 840.03 CB - FRAME AND GRATE, STD 840.03 RIM ELEVATION 24.36 26.02 25.39 26.32 27.19 27.40 28.89 29.34 27.75 29.28 30.25 28.28 28.45 28.32 27.39 28.60 28.40 30.01 30.26 29.58 29.64 31.36 31.98 29.99 30.02 30.18 29.22 INVERT ELEVATIONS SE INV OUT (18) = 20.91' NE INV IN (18) = 20.72' NW INV IN (18) = 20.97' SW INV OUT (24) = 20.22' SE INV OUT (18) = 21.51' SW INV OUT (18) = 21.42' NE INV OUT (18) = 22.65' SE INV IN (24) = 21.46' SW INV IN (18) = 21.96'NE INV OUT (24) = 21.46' NE INV IN (15) = 22.64'SW INV OUT (15) = 22.64' SW INV OUT (15) = 22.76' NE INV IN (18) = 22.64' NW INV OUT (24) = 22.14' NE INV IN (15) = 23.12' SW INV OUT (18) = 22.87' SW INV OUT (15) = 23.68' NE INV IN (15) = 22.01' SW INV IN (24) = 21.26' NW INV OUT (24) = 21.26' NE INV OUT (15) = 22.75' SW INV IN (15) = 21.46' SE INV IN (42) = 19.21' NE INV IN (15) = 21.46' NW INV OUT (42) = 19.21' NE INV OUT (18) = 22.79' SW INV IN (18) = 21.50' SE INV IN (42) = 19.50' NE INV IN (24) = 21.00' NW INV OUT (42) = 19.50' NE INV IN (24) = 21.12' SW INV OUT (24) = 21.12' NE INV IN (15) = 22.10' SW INV OUT (24) = 21.35' E INV IN (15) = 22.65' SW INV OUT (15) = 22.65' SE INV OUT (15) = 22.01' NW INV IN (15) = 21.86' SW INV OUT (15) = 21.86' E INV OUT (15) = 21.86' SE INV IN (15) = 22.80' W INV OUT (15) = 22.80' NW INV OUT (15) = 23.55' NE INV OUT (15) = 23.11' SW INV IN (15) = 22.02' SE INV IN (42) = 19.77'NW INV OUT (42) = 19.77' NW INV OUT (42) = 19.86' W INV IN (15) = 21.76' NORTHING/EASTING N: 190671.22 E: 2328527.16 N: 190672.01 E: 2328688.27 N: 190751.73 E: 2328616.15 N: 190759.23E: 2328784.67 N: 190862.30E: 2328691.41 N: 190974.28E: 2328816.23 N: 191027.10E: 2328878.26 N: 191058.57 E: 2328892.37 N: 190871.73 E: 2328909.02 N: 190926.25 E: 2328970.09 N: 190972.33 E: 2329064.74 N: 190999.54 E: 2328846.71 N: 190652.07 E: 2328881.61 N: 190738.60 E: 2328977.26 N: 190564.75 E: 2328960.61 N: 190651.30 E: 2329056.27 N: 190677.25 E: 2329084.96 N: 190728.69 E: 2329141.82 N: 190817.69 E: 2329237.38 N: 190817.38 E: 2329015.02 N: 190794.96 E: 2329034.72 N: 190824.81 E: 2329259.32 N: 190752.86E: 2329330.00 N: 190428.48E: 2328964.86 N: 190574.45E: 2329126.08 N: 190548.41 E: 2329149.77 N: 190792.68 E: 2329055.61 DRAINAGE STRUCTURE TABLE STRUCTURE NAME S-01E-01 S-01E-02 S-TEMP-01 S-TEMP-02 STRUCTURE TYPE CONCRETE FLARED END SECTION CONCRETE FLARED END SECTION TEMPORARY INLET TEMPORARY INLET RIM ELEVATION 28.79 28.94 38.61 39.31 INVERT ELEVATIONS N INV IN (18) = 27.00' S INV OUT (18) = 27.15' NW INV OUT (15) = 35.46' SE INV IN (15) = 35.26' W INV OUT (15) = 35.26' NORTHING/EASTING N: 190442.45E: 2330234.48 N: 190472.69E: 2330234.07 N: 189820.44 E: 2328988.66 N: 189849.73 E: 2328961.48 NOTES 1. CONTRACTOR TO FIELD VERIFY EXISTING STRUCTURE INVERTS FOR PROPOSED PIPE CONNECTIONS. SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ s a m b e r g a \ d 0 5 3 2 9 4 5 \ I L M B P 2 - D R P . d w g Pl o t t e d b y : S a m b e r g , A n d r e w Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 6 : 1 7 P M WILMINGTON INTERNATIONAL AIRPORT 100% DESIGN 08/09/2024 CG-163A ZHA AGS DMS DRAINAGE STRUCTURE TABLE (SHEET 2 OF 3) 1 ADDENDUM #1 08/23/2024 1 1 1 1 1 1 1 1 Pipe Table PIPE NAME P-01-02 P-01-04 P-01-05 P-01-05A P-01-06 P-01-06A P-01-06B P-01-07 P-01-09 P-01-10 P-01-11 P-01-12 P-01-13 P-01-14 P-01-15 P-01-16 P-01-17 P-01-18 P-01-19 P-01-20 P-01-20A P-01-21 P-01-22 P-01-23 P-01-24 P-01-25 P-01-26 P-01-27 P-01-30 P-01-31A P-01-32 P-01-34 P-01-35 P-01-36 P-01-38 P-01-39 P-01-41 P-01-42 P-01-43 P-01A-01 PIPE SIZE 48 24 24 24 15 15 15 15 48 48 15 42 15 42 30 24 24 30 24 18 18 15 48 24 18 42 36 36 30 24 15 24 15 15 15 15 48 48 48 15 PIPE LENGTH 12 227 147 71 23 35 35 39 227 69 120 118 120 84 129 63 57 180 33 81 113 24 120 120 118 310 68 118 185 97 120 154 120 120 154 92 31 10 10 120 PIPE SLOPE 1.04% 0.49% 0.51% 0.50% 0.48% 0.50% 0.50% 0.43% 1.00% 0.20% 0.94% 1.04% 1.00% 0.85% 0.25% 0.21% 0.09% 0.25% 0.24% 0.27% 2.54% 0.50% 0.50% 0.63% 0.79% 0.56% 1.23% 1.15% 1.72% 0.66% 1.00% 1.00% 1.00% 1.00% 1.00% 1.00% 1.80% 1.00% 1.00% 0.30% Pipe Table PIPE NAME P-01A-02 P-01A-03 P-01A-04 P-01A-05 P-01A-06 P-01A-07 P-01A-08 P-01A-10 P-01A-11 P-01A-12 P-01A-13 P-01B-01 P-01B-02 P-01B-03 P-01B-04 P-01B-05 P-01B-06 P-01C-01 P-01C-02 P-01C-03 P-01C-04 P-01C-05 P-01C-06 P-01C-07 P-01C-08 P-01D-01 P-01D-02 P-01D-03 P-01D-04 P-01D-05 P-01D-06 P-01D-07 P-01D-08 P-01D-09 P-01D-10 P-01D-11 P-01D-12 P-01D-13 P-01D-14 P-01D-15 PIPE SIZE 18 18 18 24 36 18 24 15 15 15 15 30 24 18 24 18 18 18 24 15 15 24 18 15 24 15 42 18 42 24 24 15 15 15 15 15 15 42 42 15 PIPE LENGTH 105 120 120 107 155 107 190 77 30 127 74 129 103 107 120 107 130 168 40 42 34 138 82 105 22 129 92 129 118 39 77 131 30 80 23 101 217 104 35 21 PIPE SLOPE 0.20% 0.40% 0.20% 0.50% 0.35% 0.50% 0.53% 0.94% 0.50% 0.50% 0.50% 0.50% 0.46% 0.50% 0.50% 0.50% 0.54% 0.41% 0.50% 1.50% 0.34% 0.49% 0.28% 0.52% 0.50% 1.00% 0.25% 1.00% 0.25% 0.31% 0.30% 0.42% 0.50% 0.50% 0.63% 0.75% 0.50% 0.26% 0.26% 0.49% Pipe Table PIPE NAME P-01E-01 P-TEMP-01 P-TEMP-01-17 P-TEMP-02 PIPE SIZE 18 15 24 15 PIPE LENGTH 30 40 21 52 PIPE SLOPE 0.50% 0.50% 0.42% 0.50% NOTES 1. PIPE NUMBERS ARE REFERENCING UPSTREAM STRUCTURE NUMBER. SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ s a m b e r g a \ d 0 5 3 2 9 4 5 \ I L M B P 2 - D R P . d w g Pl o t t e d b y : S a m b e r g , A n d r e w Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 6 : 1 7 P M WILMINGTON INTERNATIONAL AIRPORT 100% DESIGN 08/09/2024 CG-163B ZHA AGS DMS DRAINAGE STRUCTURE TABLE (SHEET 3 OF 3) 1 ADDENDUM #1 08/23/2024 1 1 1 1 1 1 1 1 EROSION AND SEDIMENT CONTROL NOTES CG-165 NCG01 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19 EFFECTIVE: 04/01/19 GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITHTHE NCG01 CONSTRUCTION GENERAL PERMIT Implementing the details and specifications on this plan sheet will result in the constructionactivity being considered compliant with the Ground Stabilization and Materials Handlingsections of the NCG01 Construction General Permit (Sections E and F, respectively). Thepermittee shall comply with the Erosion and Sediment Control plan approved by thedelegated authority having jurisdiction. All details and specifications shown on this sheetmay not apply depending on site conditions and the delegated authority having jurisdiction. GROUND STABILIZATION SPECIFICATION Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of thetechniques in the table below: POLYACRYLAMIDES (PAMS) AND FLOCCULANTS 1. Select flocculants that are appropriate for the soils being exposed duringconstruction, selecting from the NC DWR List of Approved PAMS/Flocculants. 2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. 3. Apply flocculants at the concentrations specified in the NC DWR List of ApprovedPAMS/Flocculants and in accordance with the manufacturer's instructions. 4. Provide ponding area for containment of treated Stormwater before dischargingoffsite. 5. Store flocculants in leak-proof containers that are kept under storm-resistant coveror surrounded by secondary containment structures. HAZARDOUS AND TOXIC WASTE 1. Create designated hazardous waste collection areas on-site. 2. Place hazardous waste containers under cover or in secondary containment. 3. Do not store hazardous chemicals, drums or bagged materials directly on the ground. EQUIPMENT AND VEHICLE MAINTENANCE 1. Maintain vehicles and equipment to prevent discharge of fluids. 2. Provide drip pans under any stored equipment. 3. Identify leaks and repair as soon as feasible, or remove leaking equipment from theproject. 4. Collect all spent fluids, store in separate containers and properly dispose ashazardous waste (recycle when possible). 5. Remove leaking vehicles and construction equipment from service until the problemhas been corrected. 6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum productsto a recycling or disposal center that handles these materials. LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE 1. Never bury or burn waste. Place litter and debris in approved waste containers. 2. Provide a sufficient number and size of waste containers (e.g dumpster, trashreceptacle) on site to contain construction and domestic wastes. 3. Locate waste containers at least 50 feet away from storm drain inlets and surfacewaters unless no other alternatives are reasonably available. 4. Locate waste containers on areas that do not receive substantial amounts of runofffrom upland areas and does not drain directly to a storm drain, stream or wetland. 5. Cover waste containers at the end of each workday and before storm events orprovide secondary containment. Repair or replace damaged waste containers. 6. Anchor all lightweight items in waste containers during times of high winds. 7. Empty waste containers as needed to prevent overflow. Clean up immediately ifcontainers overflow. 8. Dispose waste off-site at an approved disposal facility. 9. On business days, clean up and dispose of waste in designated waste containers. PAINT AND OTHER LIQUID WASTE 1. Do not dump paint and other liquid waste into storm drains, streams or wetlands. 2. Locate paint washouts at least 50 feet away from storm drain inlets and surfacewaters unless no other alternatives are reasonably available. 3. Contain liquid wastes in a controlled area. 4. Containment must be labeled, sized and placed appropriately for the needs of site. 5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes fromconstruction sites. PORTABLE TOILETS 1. Install portable toilets on level ground, at least 50 feet away from storm drains,streams or wetlands unless there is no alternative reasonably available. If 50 footoffset is not attainable, provide relocation of portable toilet behind silt fence or placeon a gravel pad and surround with sand bags. 2. Provide staking or anchoring of portable toilets during periods of high winds or in highfoot traffic areas. 3. Monitor portable toilets for leaking and properly dispose of any leaked material.Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replacewith properly operating unit.HERBICIDES, PESTICIDES AND RODENTICIDES 1. Store and apply herbicides, pesticides and rodenticides in accordance with labelrestrictions. 2. Store herbicides, pesticides and rodenticides in their original containers with thelabel, which lists directions for use, ingredients and first aid steps in case ofaccidental poisoning. 3. Do not store herbicides, pesticides and rodenticides in areas where flooding ispossible or where they may spill or leak into wells, stormwater drains, ground wateror surface water. If a spill occurs, clean area immediately. 4. Do not stockpile these materials onsite. CONCRETE WASHOUTS 1. Do not discharge concrete or cement slurry from the site. 2. Dispose of, or recycle settled, hardened concrete residue in accordance with localand state solid waste regulations and at an approved facility. 3. Manage washout from mortar mixers in accordance with the above item and inaddition place the mixer and associated materials on impervious barrier and withinlot perimeter silt fence. 4. Install temporary concrete washouts per local requirements, where applicable. If analternate method or product is to be used, contact your approval authority forreview and approval. If local standard details are not available, use one of the twotypes of temporary concrete washouts provided on this detail. 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalksections. Stormwater accumulated within the washout may not be pumped into ordischarged to the storm drain system or receiving surface waters. Liquid waste mustbe pumped out and removed from project. 6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless itcan be shown that no other alternatives are reasonably available. At a minimum,install protection of storm drain inlet(s) closest to the washout which could receivespills or overflow. 7. Locate washouts in an easily accessible area, on level ground and install a stoneentrance pad in front of the washout. Additional controls may be required by theapproving authority. 8. Install at least one sign directing concrete trucks to the washout within the projectlimits. Post signage on the washout itself to identify this location. 9. Remove leavings from the washout when at approximately 75% capacity to limitoverflow events. Replace the tarp, sand bags or other temporary structuralcomponents when no longer functional. When utilizing alternative or proprietaryproducts, follow manufacturer's instructions. 10. At the completion of the concrete work, remove remaining leavings and dispose ofin an approved disposal facility. Fill pit, if applicable, and stabilize any disturbancecaused by removal of washout. EARTHEN STOCKPILE MANAGEMENT 1. Show stockpile locations on plans. Locate earthen-material stockpile areas at least50 feet away from storm drain inlets, sediment basins, perimeter sediment controlsand surface waters unless it can be shown no other alternatives are reasonablyavailable. 2. Protect stockpile with silt fence installed along toe of slope with a minimum offset offive feet from the toe of stockpile. 3. Provide stable stone access point when feasible. 4. Stabilize stockpile within the timeframes provided on this sheet and in accordancewith the approved plan and any additional requirements. Soil stabilization is definedas vegetative, physical or chemical coverage techniques that will restrain acceleratederosion on disturbed soils for temporary or permanent control needs. A A BELOW GRADE WASHOUT STRUCTURE 1:1SIDE SLOPE(TYP.) 10 MILPLASTICLINING 3'-0 " MIN . & X ' MAX . SECTION A-A NOT TO SCALE ABOVE GRADE WASHOUT STRUCTURENOT TO SCALE PLAN SECTION B-B HIGHCOHESIVE &LOW FILTRATIONSOIL BERM 8" 6" 2' HIGHCOHESIVE &LOW FILTRATIONSOIL BERM1:1 SIDE SLOPE(TYP.) 10 MILPLASTIC LINING B B 3'- 0 "MIN . & X ' MA X . A SANDBAGS (TYP.)OR STAPLES SANDBAGS (TYP.)OR STAPLES SANDBAGS (TYP.)OR STAPLES SANDBAGS (TYP.)OR STAPLES NOTES:1. ACTUAL LOCATION DETERMINED IN FIELD 2. THE CONCRETE WASHOUT STRUCTURES SHALL BEMAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES75% OF THE STRUCTURES CAPACITY. 3.CONCRETE WASHOUT STRUCTURE NEEDS TO BECLEARY MARKED WITH SIGNAGE NOTING DEVICE. NOTES:1. ACTUAL LOCATION DETERMINED IN FIELD 2. THE CONCRETE WASHOUT STRUCTURESSHALL BE MAINTAINED WHEN THE LIQUIDAND/OR SOLID REACHES 75% OF THESTRUCTURES CAPACITY TO PROVIDEADEQUATE HOLDING CAPACITY WITH AMINIMUM 12 INCHES OF FREEBOARD. 3.CONCRETE WASHOUT STRUCTURE NEEDSTO BE CLEARY MARKED WITH SIGNAGENOTING DEVICE. ONSITE CONCRETE WASHOUTSTRUCTURE WITH LINER CONCRETEWASHOUT CONCRETEWASHOUT PLAN CLEARLY MARKED SIGNAGENOTING DEVICE (18"X24" MIN.)CLEARLY MARKED SIGNAGENOTING DEVICE (18"X24" MIN.) SILT FENCE 10'MIN 10'MIN SECTION E: GROUND STABILIZATION Required Ground Stabilization Timeframes Note: After the permanent cessation of construction activities, any areas with temporaryground stabilization shall be converted to permanent ground stabilization as soon aspracticable but in no case longer than 90 calendar days after the last land disturbingactivity. Temporary ground stabilization shall be maintained in a manner to render thesurface stable against accelerated erosion until permanent ground stabilization is achieved. Site Area Description Timeframe variations -7 days for perimeter dikes, swales,ditches, perimeter slopes and HQW Zones -10 days for Falls Lake Watershed unlessthere is zero slope Stabilize within thismany calendardays after ceasingland disturbance 7 7 7 14 None None (a) Perimeter dikes,swales, ditches, andperimeter slopes (b) High Quality Water(HQW) Zones (c) Slopes steeper than3:1 If slopes are 10' or less in length and arenot steeper than 2:1, 14 days areallowed (d) Slopes 3:1 to 4:1 (e) Areas with slopesflatter than 4:1 14 -7 days for slopes greater than 50' inlength and with slopes steeper than 4:1 -7 days for perimeter dikes, swales,ditches, perimeter slopes and HQWZones -10 days for Falls Lake Watershed NCG01 SELF-INSPECTION, RECORDKEEPING AND REPORTING PART IIISELF-INSPECTION, RECORDKEEPING AND REPORTING SECTION A: SELF-INSPECTION Self-inspections are required during normal business hours in accordance with the tablebelow. When adverse weather or site conditions would cause the safety of the inspectionpersonnel to be in jeopardy, the inspection may be delayed until the next business day onwhich it is safe to perform the inspection. In addition, when a storm event of equal to orgreater than 1.0 inch occurs outside of normal business hours, the self-inspection shall beperformed upon the commencement of the next business day. Any time when inspectionswere delayed shall be noted in the Inspection Record. NOTE: The rain inspection resets the required 7 calendar day inspection requirement. PART III SELF-INSPECTION, RECORDKEEPING AND REPORTING SECTION B: RECORDKEEPING 1. E&SC Plan Documentation The approved E&SC plan as well as any approved deviation shall be kept on the site. Theapproved E&SC plan must be kept up-to-date throughout the coverage under this permit.The following items pertaining to the E&SC plan shall be kept on site and available for inspection at all times during normal business hours. 2. Additional Documentation to be Kept on Site In addition to the E&SC plan documents above, the following items shall be kept on the site and available for inspectors at all times during normal business hours, unless the Division provides a site-specific exemption based on unique site conditions that make this requirement not practical: (a) This General Permit as well as the Certificate of Coverage, after it is received. (b) Records of inspections made during the previous twelve months. The permittee shallrecord the required observations on the Inspection Record Form provided by theDivision or a similar inspection form that includes all the required elements. Use ofelectronically-available records in lieu of the required paper copies will be allowed ifshown to provide equal access and utility as the hard-copy records. PART IIISELF-INSPECTION, RECORDKEEPING AND REPORTING SECTION C: REPORTING 1. Occurrences that Must be Reported Permittees shall report the following occurrences: (a) Visible sediment deposition in a stream or wetland. (b) Oil spills if: ·They are 25 gallons or more, ·They are less than 25 gallons but cannot be cleaned up within 24 hours, ·They cause sheen on surface waters (regardless of volume), or ·They are within 100 feet of surface waters (regardless of volume). (c) Releases of hazardous substances in excess of reportable quantities under Section 311of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA(Ref: 40 CFR 302.4) or G.S. 143-215.85. (d) Anticipated bypasses and unanticipated bypasses. (e) Noncompliance with the conditions of this permit that may endanger health or theenvironment. 2. Reporting Timeframes and Other Requirements After a permittee becomes aware of an occurrence that must be reported, he shall contactthe appropriate Division regional office within the timeframes and in accordance with theother requirements listed below. Occurrences outside normal business hours may also bereported to the Department's Environmental Emergency Center personnel at (800)858-0368. 3. Documentation to be Retained for Three Years All data used to complete the e-NOI and all inspection records shall be maintained for a period of three years after project completion and made available upon request. [40 CFR 122.41] PART II, SECTION G, ITEM (4) DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn downfor maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather).Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met: (a) The E&SC plan authority has been provided with documentation of the non-surface withdrawal and the specific time periods or conditions in which it will occur. The non-surface withdrawal shall not commence until the E&SC plan authority has approved these items, (b) The non-surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit, (c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems, (d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above, (e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and (f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States. WMM DAS WMM SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 5 \ I L M B P 2 - C G - 1 6 5 . d w g Pl o t t e d b y : D a v e S k u r k y Pl o t t e d o n : 8 / 2 2 / 2 0 2 4 3 : 3 8 P M WILMINGTON INTERNATIONAL AIRPORT 100% DESIGN 08/09/2024 1 ADDENDUM #1 08/23/2024 1 INV. 11.16STOR M SEW E R HEADW A L L 72" RCP 72" RC P 72" RCP 72" RCP 72" RCP 72" RC P STORM SEWER CURB INLET RIM 22.78 (fut. EOP) INV. 13.7 2 ( N ) INV. 13.70 (S) 15" RCP STOR M S EWER YARD IN L ET RIM 20.90 INV. 1 6 . 1 4 ( E) INV. 16.13 (S) STORM S E W E R YARD IN L ET RIM 21.40 INV. 16.4 4 ( W) STORM S EWER MANHOLE RIM 24.22 INV. 12.03 (N) INV. 1 1 . 8 2 ( E) INV. 12.42 (S) INV. 11.8 6 ( W) 72" RCP STORM S EWER MANHOLE RIM 24.32 INV. 12.67 (N) INV. 1 2 . 6 7 ( E) INV. 1 2 . 6 6 ( S) 48" RCP 60" R C P 72" RCP INV. 10.53STORM S EWER HEAD W A L L STORM S E W E R MANHOLE RIM 24.51 INV. 15.24 (NW) INV. 13.23 (NE) 24" RC P STORM SEWE R YARD IN L ET RIM 19.40 INV. 16.23 (N) INV. 16.26 (S) STORM S E W E R YARD IN L ET RIM 22.11 INV. 1 7 . 9 8 ( E) INV. 17.87 (S) STORM SEWER MANHOLE RIM 24.12 INV. 12.22 (E) INV. 12.22 (W) STORM SEWER MAN H O LE RIM 24.21 INV. 1 3 . 2 7 ( E) INV. 13.26 (W) 48" RCP 72" RC P STORM SEWER YARD I N L ET RIM 23.30 INV. 14.36 (E) INV. 14.3 2 ( W) STORM SEWER MANHOLE RIM 27.81 INV. 1 5 . 7 5 ( E) INV. 15.75 ( W) 48" R C P 48" RCP STORM SEWER MANHOLE RIM 29.28 INV. 16.89 ( W) STORM S E W E R MANHOLE RIM 2 9 . 0 6 INV. 20.05 (N) INV. 20.04 (W) STORM S E W ER MANHOLE RIM 2 8 . 9 1 INV. 13.44 (N) INV. 2 4 . 4 6 ( E ) INV. 1 3 . 4 1 ( S ) STORM SEWE R MANHO L E RIM 2 8.14 INV. 1 3 . 4 4 ( N ) INV. 24.46 (E) INV. 24.8 2 ( W ) 72" R C P 72" RCP 18" RCP 18" OVAL STORM S E W ER YARD I N L E T RIM 2 7 . 2 3 INV. 2 4 . 9 6 ( E ) INV. 24.99 (W) 18" RC P 18" RCP 18" RC P STORM S EWER YARD I N L E T RIM 2 7 . 7 4 INV. 24.67 (E) INV. 2 4 . 5 3 ( W) 18" RC P STORM SEWER YARD INLET RIM 26.71 INV. 23.30 (E) INV. 23.2 8 ( W) 30" R C P STORM S EWER YARD INLET RIM 25.28 INV. 18.50 (N) INV. 21. 2 9 ( W) INV. 19.71 (E) INV. 18.48 (S) 30" R C P STORM SEWER YARD INL ET RIM 21.51 INV. 1 4 . 2 7 ( E) INV. 14.2 2 ( W) STORM SEWER YARD I N L ET RIM 23.30 INV. 1 5 . 2 3 ( E) INV. 15.23 (W) STORM S EWER YARD INLET RIM 24.80 INV. 15.63 (E) INV. 15.6 1 ( W) 42" RC P 42" R C P INV. 15.79 IN V . 1 5 . 9 1 IN V . 1 5 . 8 3 18" RC P 18" RC P 24" R C P 12" RC P 18" R C P 48" RCP 48" RCP STORM S EWER CURB INLET RIM 24.60 (EOP ) INV. 18.39 (S) STORM S EWER CURB INLET RIM 24.50 (EOP ) INV. 17.13 (N) INV. 13.4 6 ( W) INV. 13.45 (E) STORM S EWER CURB INLET RIM 23.25 (EOP) INV. 13.76 (E) STORM SE W E R MANHOLE RIM BURIED STORM SE W E R MANHOLE RIM 23.84 INV. 1 3 . 3 5 ( S ) STORM SEWER YARD INLET RIM 21.40 INV. 16.44 (W) RIP-RAP STORM S EWER YARD I N L E T RIM 26.85 INV. 20.6 5 ( N ) INV. 20.65 (S) 24" R C P STORM SEWER YARD IN L ET RIM 27.00 INV. 19.80 (N) INV. 20.57 ( W) INV. 19.41 (S) STORM S EWER YARD I N L E T RIM 27.00 INV. 13.23 (S) INV. 19.73 (S) INV. 18. 9 9 INV. 19.33 INV. 20.17 INV. 20.99 INV. 20.37 18" RC P 18" R CP 18" RCP 18" RCP STORM SEWER YARD I N L ET RIM 21.33 INV. 12.12 (N) INV. 1 1 . 9 5 ( E) 24" R C P 24" RCP STORM S EWER YARD INLET RIM 20.74 INV. 10.84 (W) INV. 10.35 (N) INV. 9.7 4 ( S ) STORM SEWER MANHOLE RIM 25.11 INV. 6.52 STORM SEWERMANHOLERIM 23.52INV. 12.73 (E) 48" R C P INV. 12.68 (W) RIP-RAP RIP- R A P STORM SEWER MAN H O LE RIM 22.71 INV. 1 5 . 4 6 ( E ) INV. 14.39 (S) INV. 14.13 (W) STORM S EWER MANHOLE RIM 23.46 INV. 15.37 (E) INV. 15.33 (N) INV. 19.55 INV. 18. 8 9 RIP-R A P STORM SEWER YARD INLET RIM 20.75 INV. 7.37 (E) STOR M SEW E R YARD I N L E T RIM 23.00 INV. 17.2 9 ( W) INV. 17.44 (N) INV. 1 7 . 2 2 ( E ) INV. 1 7 . 2 0 ( S ) STORM S EWER MANHOLE RIM 25.75 INV. 14.54 (N) INV. 1 7 . 5 0 ( S) INV. 14.43 (W) 36" RCP INV. 9.89 STORM SEWER YARD IN L ET RIM 22.85 INV. 18.22 (N) 36" RC P 24" RC PRIP-R A P INV. 18.47 STORM SEWER YARD IN L ET RIM 24.74 INV. 2 2 . 4 8 ( E ) INV. 19.0 9 ( W) 18" RCP 15" RCP RIP-RAP INV. 22.67 INV. 22 . 9 0 INV. 23.08 INV. 24.19 RIP-RAP INV. 23.98 STORM S EWER YARD INL ET RIM 25.40 INV. 2 2 . 4 2 ( E) INV. 19.19 (S) RIP-R A P INV. 22. 8 4 36" R C P STORM SEWER YARD I N L E T RIM 21.15 INV. 1 4 . 4 5 ( E ) INV. 13.91 (S) STORM SE W E R YARD I N L E T RIM 22.00 INV. 16.98 (E) INV. 16.45 (W) STORM SEWER CURB INLET EOP 27.71 INV. 23.00 (N) INV. 22.14 (S) INV. 21.836 (W) STORM S EWER CURB INLET EOP 2 7.34 INV. 24.15 (E) INV. 23.80 (S) STORM S E W E R CURB INLET EOP 29.04 INV. 25. 5 2 ( W) RIP-RAP INV. 26.57 INV. 26.37 INV. 26.36 INV. 25.34 INV. 25 . 0 7 INV. 26.89 RIP-R A P INV. 26.34 STORM SEWER CURB INLET EOP 31.81 INV. 28.52 (W) INV. 28.26 (E) 15" RCP STORM S EWER CURB INLET EOP 3302 INV. 30.71 (E)15" RCP STOR M S EWER CURB I N L ET EOP 34.23 INV. 29.02 ( W) INV. 2 8 . 9 8 ( E) 15" RCP 15" RC P STORM SEWER CURB INLET EOP 36.97 INV. 33.25 (W) INV. 3 2 . 9 9 ( E ) STOR M S EWER YARD INLET RIM 37.90 INV. 3 3 . 8 0 ( E) STORM S EWER CURB INLET EOP 37.67 INV. 3 4 . 2 8 ( S ) INV. 33.9 6 ( W) STORM S EWER CURB INLET EOP 32.31 INV. 28.96 (E) INV. 28.82 (W) STORM S EWER CURB INLET EOP 31.18 INV. 28.01 (E) INV. 27.58 (W) STOR M SEW E R CURB INLET EOP 31.16 INV. 2 6 . 7 7 ( E) INV. 27.5 8 ( W) 15" RCP 15" RCP 18" RCP 18" RCP 24" R C P STORM S EWER CURB INLET EOP 3 1.10 INV. 27.8 1 ( N ) STORM SEWER CURB I N L ET EOP 31.12 INV. 2 6 . 8 5 ( S ) INV. 26.67 (N) 15" RCP STORM SEWER CURB INLET EOP 32.13 INV. 29.19 (E) INV. 29.12 (N) STORM SEWER CURB INLET EOP 38.96 INV. 3 6 . 0 8 ( E) INV . 3 5.90 (W) STORM S EWER MAN H O LE RIM 41.90 INV. 38.91 (S) INV. 3 7 . 6 9 ( E) INV . 3 7 . 4 7 ( W) STORM SEWER MANHOLE RIM 42.63 INV . 38.46 (S) INV. 3 8.29 (E ) STO RM S EWER MA N H O L E RIM 4 2.0 1 INV. 37. 67 (W) INV. 37 . 62 (S ) INV. 3 7 . 4 7 ( E) STORM S EWER CURB INLET EOP 27.90 I N V. 22.47 ( E ) INV. 22.19 (N) STORM S EWER MANHOLE RIM ( P AVED OVER)0 STORM SEWER CURB I N L ET EOP 30.6 8 I N V. 26.69 (S) INV. 25.92 (E) INV. 25.69 (W) STORM SE W E R YARD INL ET RIM 21.79 INV. 19.48 (N) INV. 19.46 (S) STORM SEWER YARD INL E T RIM 21.20 INV. 13.55 (N) IN V . 13.54 (S) STORM SEWER YARD INLET RIM 21.60 INV. 13.28 ( N ) I N V . 13.29 (S) STORM SEWER YARD INL E T RIM 21.50 INV. 12.94 (N) IN V . 13.00 (S) STORM SEWER MANHOLE RIM 2 2.36 INV. 11.41 (N) INV. 1 1.40 (S) STORM SEWER YARD INLET RIM 20.65 INV. 15.26 ( N ) I N V . 14.63 (S) STORM SEWER YARD I N L ET RIM 19.46 INV. 15.54 (S) STORM SEWER MANHOL E RIM 22.36 INV. 15.17 ( N ) INV. 11.90 (W) INV. 11.89 (E) INV. 1 1.89 (S) STORM SEWER CURB I N L ET RIM 23.28 (EOP) INV. 12.37 (W) INV. 12.35 (E) STORM SE W E R CURB INLET RIM 23.31 (EOP) INV. 12.77 (N) IN V . 12.75 (E) SANI T A R Y S E W ER MANHOLE RIM 24.49 INV. 7.66 SANITARY SEW E R MANHOLE RIM 23.97 INV. 5.13 SANI T A R Y S E W ER MANHOLE RIM 24.17 INV. 6.62 SAN SAN SANITARY SEWER MANHOLE RIM 24.20 INV. 9.70 SANITARY SEWER MANHOLE RIM 25.08 INV. 11.50 SANITARY SEW E R MANHOLE RIM 25.54 INV. 11.8 8 SANITA RY SEWER MANHOLE RIM 27.00 INV. sealed SANITARY SEWER MANH O LE RIM 26.56 INV. sealed SANITARY SEWER MANHOLE RIM 27.67 INV. sealed SANITARY SEWER MANHOLE RIM 2 8 . 7 2 INV. 16.02 SANIT A R Y S E W ER MANHOLE RIM 27.14 INV. 14 . 8 3 SANITARY SEWER MANHOLE RIM 2 9 . 2 6 INV. full of dirt SANIT A R Y S E W ER MANH O LE RIM 28.78 SANITARY SEWER MANHOLE RIM 24.70 INV. sealed SANITARY SEW E R MANHOLE RIM 24.29 INV. sealed SA N SA N SA N S A N SA N SAN SANITARY SEWER MANHOLE RIM 42.31 INV. 15.1 5 SANIT A R Y S E W ER MANHOLE RIM 30.68 INV. 12.26 SANI T A R Y S E W ER MANHOLE RIM (COV E R E D ) INV. (COVER ED) SANITARY SEWER MANHOLE RIM 24.94 INV. 8.15 SANIT A R Y S E W ER MANHOLE RIM (COVERED) INV. (COVERED) SANITARY SEWER MANHOLE RIM (COVERED) INV. (COV E R E D ) SANI T A R Y S E W ER MANHOLE RIM 29.91 INV. 15. 3 4 SANITA RY SEWER MANHOLE RIM 31.99 INV. 21.26 (N) INV. 17. 0 3 ( W) SANITARY SEWER MANH O LE RIM 29.39 INV. 23.35 SAN SAN SA N SAN SA N SA N SA N SA N S A N SAN SAN S A N SAN S A N SAN SAN SAN SA N SAN S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S W W W G G G 48" R C P G S 42" RC P W W WWWW 18" RCP 42" RC P SANITARY SEWER FIREHYDRANT WATER VALVE SAN SANITARY SEW E R MANHOLE RIM 22.99 INV. 4.30 SANITARY SEWER MANH O LE RIM 23.87 INV. 3.30 SANITARY SEWER MANHOLE RIM 17.23 INV. 2.31 S A N S A N S A N S A N SANI T A R Y S E W ER MANHOLE RIM 16.30 INV. 1.15 SANITARY SEWER MANHOLE RIM 23.01 INV. 14 . 5 6 SANIT A R Y S E W ER MANHOLE RIM 24.20 INV. 13 . 6 5 INV.19.18 INV.19.06 18"RCP STORM MH RIM 22.73 INV. 14.52 INV 14.74INV. 17.78 HEADWALL INV.18.60 HEADWALL INV. 14.58 INV.12.38 INV.10.78 WINGWALL WINGWALL WALL WINGWALL INV.10.69 INV.10.17 INV.9.99 WING GA S GAS 18"RCP INV.26.23 INV.25.87 JUNCTI ON BOX SANITARY SEWER MANHO LE RIM 29.39 INV.23.91 WATERVALVE FIREHYDRANT BACK FLOW PREVENTOR WATER METER 8"PVC INV.27.17 INV.27.26 RIP-RAP W BACK FLOW PREVEN T ERWATERMETER 15"RCP INV.25.39HEADWAL L WATERMETER HEADWA L L 15"RCP INV. 25.98 INV. 15.77 RIM 26.54STORM INLETINV.18.95INV. INV.25.84 INV.26.00 22.55INV. INV. 20.50INV.20.70 INV. 15.10INV. 18.27 INV. 17.57 18.82 12"RCP INV.26.06 INV.26.40 INV. 23.13RIM 25.38STORM INLET INV. 18.83RIM 27.63STORM MANHOLE INV. NO ACCESS RIM 27.11STORM INLET INV. 13.83RIM 26.68STORM INLET SANITARY SEWER MANHO L E RIM 27.49 INV. 20.31 SANITARY SEWER MANHO L E RIM 28.70 INV. 20.10 SANITARY SEWER MANHOLE RIM 28.75 INV. 20 . 0 1 GASMETER GASVALVE FIREHYDRANT G AS GAS G AS G AS GAS CONC. HEADWALL CONC. HEADWALL CONC. HEAD W A L L CONC. FLUME W\VENCLOSU RE W BACK F LOW PREVENTER WATE R METER STORM SEWER MANH O LE RIM 24.21 INV. 1 3 . 2 7 ( E) INV. 13.26 (W) STORM S EWER YAR D I N L E T RIM 25.40 INV. 2 2 . 4 2 ( E ) INV. 19.19 (S) X X X X X X X INFO.SIGNSTRE E TINFO. SIGN INFO . SIGN SIGN STOP S I G N STOP S I G N STOP SIG N STOP SIGN NCDOT R\W DISK NCDOT R\W DISK X CURB LI N E CURB LINE CURB L I N E CUR B LINE CU R B L I N E CURB LINE X M B-9BORE B-7BORE B-2BORE B-6BORE B-4BORE LIMIT SIG N SPEE D SIGNH\C SIGNH\CB-5 SIGN B-4 SIGN B-3 SIG N B-2 SIG N B-1 S IG N C-1 SIGN C-2 SIGN C-3 SIGN C-4 SI G N C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIG N B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGN C-4 SIGN C-3 SIGN B-3 SIGN C-2 SIGN B-2 SIGN C-1 SIGN B-1 SIGN STOP SIGN C-3 S IG N C- 3 S IGN C- 4 S IGN C-4 SIGN SIGNPARK I N G SIGNPARKI N G SIGNPARK I N G SIGNPARKING SIGNPARKING SIGNPARK I N G SIGNPARKING SIGNPARKINGSIGNPARKING SIGNH\C SIGNH\C B-9BORE B-7BORE B-2BORE B-6BORE B-4BORE 5' SIDEW AL K CONCRETE MARKER SIGNH\C SIGNH\C SIGNH\C INFO. B-5 SIGN B-4 SIGN B-3 SIG N B-2 SIG N B-1 S IG N C-1 SIGN C-2 SIGN C-3 SIGN C-4 SI G N C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIG N B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGN C-4 SIGN C-3 SIGN B-3 SIGN C-2 SIGN B-2 SIGN C-1 SIGN B-1 SIGN SIGN SIGN H\ C SIG N H\C SIGN H\C SIGNH\C SIGN H\C SIGN H\C SIG N H\C SIGN H\ C C-3 S IG N C- 3 S IGN C- 4 S IGN C-4 SIGN INFO . SIGN SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN SIGNPARK I N G SIGNPARKI N G SIGNPARK I N G SIGNPARKING SIGNPARKING SIGNPARK I N G STOPSIGNPARKING SIGNPARKINGSIGNPARKINGINFO. SIGN SIGNH\C SIGNH\C GENER A T OR PAD SIGNINFO. SIGNINFO. X X X X X X X X ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVE GRAVEL DRIVE SPOIL SIG N STOP S I G N BUILDING BUILDING BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLAR D BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD FFE 28.75 EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT WALK CONC. W A L K CONCRETE GEN.ROOM 1'x1'STEEL CAP CONC. TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENT CON C . MH MHMH CONCRETE WALK H\CSIGN CREWCAR GATE FENCE MO D E RN AVIATI ON ACC E SS RO A D MODERN AVIA T I O N D R I V E W AY AI R PO R T BL VD AIRPORT BOULEVARD ARFF ACCESS ROAD ARFF ACCESS ROAD EMERGENCY ACCESS ROAD LOT F LEASE AREA OTHERS AIRPORT PARKING LOT TEM P RDWY MODERN AVIATION PARKING LOT HEWLETT DRIVE LOT D LOT C LOT E LOT B LOT A RENTAL CAR LOT TRADEWINDS DRIVE AIRPORT BOULEVARD AIRPORT BOULEVARD DOLAN DRIVE HEWLETT D RIVE AIRPORT BOULEVAR D AIRPORT BOULEVARD GAR D N E R DRI VE HALL DRIVE TER M I N A L TRASK DRIVE XX SIGNPARKI N G INFO. SIGN SIGNINFO. STOP LIMIT SIG N SPEE D INFO. SIGN INFO . SIGN STOP SIGN SIGN SIGNPARK I N G SIGNPARK I N G SIGNPARK I N G FENCE GATE FENCE FENCE ED GE O F P A V E M ENT FENCE FENCE CONC. WALK TRAFFIC SIGN X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXX X XX X XXX XXXX X X X XXX X X X X X X X X X X X XX XXXXXXXXXX XXXXXXX X X X X XXXXXXXXXXX X X X X X X X XXX XXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X XXXXX X X X X X X X X X X X X X X X XXX XXXX X X X X X X X X X X X X X X X X X X X XX X X X X X X X X XXXXX XXXXXXXXXX XXXXX XXXXXXXX X XX XX XX XXXXXXXXXXXXXXXXXX X X X XXXXXXXXX X X X X X X L O D LOD L O D LO D LOD LOD LO D LOD LOD LOD LO D LOD LO D LOD LOD LOD LOD LOD LODLODLOD L OD L O D LO D LOD LOD LOD LOD LODLOD LO D LOD LOD LO D LO D LO D LOD L O D LOD X X NORTH LEGEND NOTES TS CE RSC B RECP LOD SF PS IP IPEXC. # IST B 1. EXISTING INFORMATION IS BASED ON:a. JULY 15, 2022 AND JANUARY 12, 2024, SURVEY.b. LOT F IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. c. PH1A PROPOSED DRAINAGE MAY BE EXISTING, IN PROGRESS OF BEING INSTALLED, OR INSTALLED AT TIME OF BIDDING.2. ALL PLAN SHEETS MUST BE PRINTED IN COLOR.3. CONTRACTOR SHALL INSTALL TEMPORARYCONSTRUCTION ENTRANCES WHERE NOTED ON EROSION CONTROL PLANS. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING AND PROTECTING ALL KNOWN UTILITIES DURING CONSTRUCTION. 5. CONTRACTOR SHALL BE RESPONSIBLE FORREVIEWING EROSION CONTROL MEASURESAFTER RAIN EVENTS AND TAKE CORRECTIVEACTIONS AS NEEDED. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR KEEPING THE RAINFALL LOG. 6. ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE AT THE END OF THIS PACKAGE UNLESS OTHERWISE DIRECTED BYTHE RPR OR ENGINEER.7. CONTRACTOR SHALL REGULARLY CHECKEROSION CONTROL MEASURES AS STATED IN THIS CONTRACT AND ENSURE POSITIVE DRAINAGE ACROSS THE JOB SITE. NOTE: THE CONTRACTOR SHALL CONTACT NCDEQ (910-796-7215) AT LEAST 48 HOURS IN ADVANCE OF COMMENCING LAND DISTURBING ACTIVITIES TO CONDUCT A RECONSTRUCTION CONFERENCE. STOCKPILE NOTES: 1. NO STOCKPILES ARE PROPOSED IN THIS PHASE 1B. SEE BID PACKAGE 1, PHASE 1A FOR THE EXISTING STOCKPILE TO BE USED FOR THIS PHASE AS WELL. 2. STOCKPILED MATERIAL WITHIN THE AOA SHALL BE CONSTRAINED IN A MANNER TO PREVENT MOVEMENT RESULTING FROM AIRCRAFT JET BLAST, PROPELLERS OR WIND CONDITIONS IN EXCESS OF TEN KNOTS. STOCKPILE HEIGHT SHALL BE LESS THAN 10 FEET. THE CONTRACTOR IS NOT PERMITTED TO STOCKPILE EARTHWORK MATERIAL WITHIN THE PROJECT LIMITS. ALL EXCESS MATERIAL THAT DOES NOT MATCH OR CONFORM TO EXISTING GRADES MUST BE HAULED TO THE CONTRACTORS STAGING AREA OR HAULED OFFSITE TO AN APPROVED FACILITY BY THE END OF EACH WORK SHIFT. LIMITS OF DISTURBANCE: 32.0 AC ST SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 5 \ I L M B P 2 - C G I . d w g Pl o t t e d b y : D a v e S k u r k y Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 1 0 : 3 1 A M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 400200200 200 100% DESIGN 08/09/2024 CG-166 WMM DAS WMM EROSION AND SEDIMENT CONTROL PLAN OVERALL LIMITS OF DISTURBANCE TEMPORARY SILT FENCE GRAVEL CONSTRUCTION ENTRANCE TEMPORARY SEEDING TEMPORARY ROCK SILT CHECK - TYPE B PERMANENT SEEDING FILTER SOCK INLET PROTECTION ROLLED EROSION CONTROL PRODUCTS PROPOSED MINOR CONTOURS PROPOSED MAJOR CONTOURS EXISTING MINOR CONTOURS EXISTING MAJOR CONTOURS PROPOSED STORM PIPE EXISTING STORM PIPE DEMOLITION EXCAVATED DROP INLET PROTECTION ROCK INLET SEDIMENT TRAP - TYPE B SHEET 1 OF 5 SHEET 2 OF 5 SHEET 3 OF 5 SHEET 4 OF 5 SHEET 5 OF 5 SEDIMENT TUBE XXX XXX STORM PIPE DEMOLITION FENCE DEMOLITION 1 ADDENDUM #1 08/23/20241 INV. 11.16 STO RM S E W E R HEADWALL 72" RCP 72 " RC P 72" RCP 72" R C P 72" RC P 72 " RC P STO RM S E W E R CUR B INLE T RIM 22.78 (fut. EOP) INV. 1 3.72 (N) INV. 13.70 (S) 1 5 " R C P STO RM S E W E R YAR D INLE T RIM 20.90 INV . 1 6 . 1 4 ( E ) INV . 1 6 . 1 3 ( S ) STO RM S E W E R YAR D INLE T RIM 21.40 INV . 1 6.44 (W) RIM 2 4 . 2 2 INV. 12.03 (N) INV . 1 1 . 8 2 ( E ) INV . 1 2 . 4 2 ( S ) INV. 11 . 8 6 ( W ) STO RM S E W E R MANHO L E RIM 24.32 INV. 1 2.67 (N) INV . 1 2 . 6 7 ( E ) INV . 1 2 . 6 6 ( S ) 60" R C P 72 " R C P STORM S E W ER MAN HOLE RIM 24.51 INV . 1 5.24 (NW ) INV. 13.23 (NE) 24" RC P 42" RCP 18" R CP 48" R C P 48" RCP STO RM S E W E R CUR B INLE T RIM 2 4 . 6 0 ( E O P ) INV . 1 8 . 3 9 ( S ) STO RM S E W E R CUR B INLE T RIM 2 4 . 5 0 ( E O P ) INV. 1 7.13 (N) INV . 1 3.46 (W) INV. 13.45 (E) STO R M S E W E R MAN HOLE RIM BUR I ED STORM S EWER MAN HOLE RIM 23.84 INV . 1 3 . 3 5 ( S ) STO R M S E W E R YAR D INLE T RIM 21.40 INV . 1 6.44 (W) RIP - RA P INV . 1 3 . 2 3 ( S ) INV. 20.99 INV. 20.37 18" R CP STORM S EWER YAR D INLE T RIM 21.33 INV. 12.12 (N) INV . 1 1 . 9 5 ( E ) 24" RC P 2 4" RCP 3 6 " R C P STORM SEW E R YAR D I N L ET RIM 21. 2 0 I N V. 13.55 (N) INV. 13.54 (S) STO R M S E W E R YAR D INLET RIM 21.60 INV. 13.28 (N) INV. 13.29 (S) STO R M S E W E R MANHO L E RIM 22.36 INV. 11.41 (N) INV. 11.40 (S) STO R M S E W E R YARD INLET RIM 20.65 INV. 15.26 (N) INV. 14.63 (S) STO RM S E W E R YAR D INLET RIM 19.46 INV. 15.54 (S) STO RM S E W E R MAN H OLE RIM 22.36 INV. 15.17 (N) INV . 11.90 (W) INV . 1 1 . 8 9 ( E ) INV. 11.89 (S) STORM SE WER CUR B INLET RIM 23.28 (EOP) INV. 12.37 (W) INV. 12.35 (E) STORM SEW E R CUR B INLE T RIM 2 3 . 3 1 ( E O P) INV. 12.77 (N) INV. 12.75 (E) SAN I TAR Y SEW E R MAN HOLE RIM 2 4.49 INV. 7 .66 SANITARY SEWER MAN HOLE RIM 24.17 INV. 6.62 SAN I TAR Y SEW ER MAN HOLE RIM 24.20 INV. 9.70 SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SAN I TAR Y SEW E R MAN HOLE RIM 24.94 INV. 8.15 SAN SA N SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SA N SA N SA N S AN SA N SA N S A N SAN SA N SA N SAN SAN SA N SAN SAN SAN SAN S A N S A N S A N S A N SAN SAN SAN SAN SAN SAN SAN SAN S S S S S S 42" R C P 42" R C P SAN GAS GAS G AS GAS GAS G AS GAS GAS GAS GAS INF O . SIGNSTREET INF O . S I G N INF O . S I G N SIGN STO P SI G N STO P SIGN STOP SIGN STOP SIGN NCDOT R\W D ISK 5' SIDE WALK LEA S E A R E A O THE R S AIR P ORT B OULEVAR D AIRP ORT B OULEVAR D SIGNINFO. X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X XXX 22.0 2 2 . 0 23.0 23.0 23.0 2 3 . 0 24 . 0 2 4 .0 25.0 26.0 26.0 23.0 24.0 24.0 25.0 2 5.0 24.0 25.0 23. 0 24.0 25.0 SF SF SF SF S F S F S F S F SF S F SF S F S F SF S F S FIST B CONTRACTOR TO LOCATEAND AVOID GAS LINES WHEN INSTALLED SILT FENCE LO D LO D LO DLODLODLOD LOD L OD L OD L OD LODLOD L O D L O D LO D L O D LO D LO D LO D LOD LO D LOD LO D LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LODLODLODLODLOD L O D TS ISTB TS TS TS IST B SF SF NORTH CG-167 WMM DAS WMM EROSION AND SEDIMENT CONTROL PLAN INITIAL PHASE (SHEET 1 OF 5) LEGEND NOTES MA T C H L I N E S E E C G - 1 6 8 MATCHLINE SEE CG-169 INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N)INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) STORM SEWERMANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E)INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N)INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALL STORM SEWERMANHOLERIM 24.51INV. 15.24 (NW) INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E)INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWERMANHOLERIM 24.21INV. 13.27 (E)INV. 13.26 (W) STORM SEWERYARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W) STORM SEWERMANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W) STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W) STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S)STORM SEWER YARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W) STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W) STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W) STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N)INV. 21.29 (W)INV. 19.71 (E)INV. 18.48 (S) STORM SEWERYARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W) STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W) INV. 15.79 INV. 15.91INV. 15.83 Allegheny Drive STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S)STORM SEWER CURB INLETRIM 24.50 (EOP)INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP) INV. 13.76 (E) STORM SEWER MANHOLERIM BURIED STORM SEWERMANHOLERIM 23.84INV. 13.35 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S) STORM SEWERYARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W)INV. 19.41 (S) STORM SEWERYARD INLETRIM 27.00 INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33 INV. 20.17 INV. 20.99 INV. 20.37 STORM SEWERYARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWERYARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S) STORM SEWERMANHOLERIM 25.11INV. 6.52 STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPRIP-RAP STORM SEWERMANHOLERIM 22.71INV. 15.46 (E)INV. 14.39 (S)INV. 14.13 (W)STORM SEWERMANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55 INV. 18.89RIP-RAPSTORM SEWERYARD INLETRIM 20.75INV. 7.37 (E) STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N)INV. 17.22 (E)INV. 17.20 (S) STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89 STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90 INV. 23.08 INV. 24.19RIP-RAPINV. 23.98 STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWER YARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWERCURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W) RIP-RAPINV. 26.57 INV. 26.37 INV. 26.36 INV. 25.34 INV. 25.07 INV. 26.89 RIP-RAPINV. 26.34 STORM SEWERCURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWERCURB INLETEOP 3302INV. 30.71 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWERYARD INLETRIM 37.90INV. 33.80 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S)INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W) STORM SEWER CURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S)INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWERCURB INLETEOP 38.96INV. 36.08 (E)INV. 35.90 (W) STORM SEWERMANHOLERIM 41.90INV. 38.91 (S) INV. 37.69 (E)INV. 37.47 (W) STORM SEWERMANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEWERMANHOLERIM 42.01INV. 37.67 (W)INV. 37.62 (S)INV. 37.47 (E) STORM SEWERCURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVED OVER)0 STORM SEWERCURB INLETEOP 30.68 INV. 26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWERYARD INLETRIM 21.60 INV. 13.28 (N) INV.13.29 (S) STORM SEWERMANHOLE RIM 22.36 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM19.46INV. 15.54 (S) STORM SEWERMANHOLE RIM 22.36 INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S)STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV.12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP) INV. 12.77 (N) INV.12.75 (E) M STOP INFO. SIGN INFO. SIGN LIMIT SIGNSPEEDSIGNPARKING SIGNPARKING LIMIT SIGNSPEEDINFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNSIGNSTREET B-9BOREB-7BOREB-2BOREB-6BOREB-4BOREINFO. SIGN EXIT SIGN LIMIT SIGNSPEEDSIGNH\CSIGNH\CSIGNH\C INFO. SIGN INFO. SIGN INFO. SIGN LIMIT SIGNSPEED INFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN SIGNSTREETSIGNYIELD SIGNYIELDSIGNINFO.SIGNSTREET SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. STOP SIGNSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNYIELDSIGNINFO.SIGNILM SIGNINFO. LIGHT POLETRAFFIC PED.TRAFFIC SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. STOP SIGN SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN SIGNPARKING INFO. SIGN LIMIT SIGNSPEEDSIGNSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO.SIGNINFO.SIGN INFO.SIGN SIGNPARKINGSIGNPARKING SIGNPARKINGSIGNPARKING SIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKING STOPSIGNPARKINGSIGNPARKINGSIGNPARKINGINFO.SIGNSIGNH\C SIGNH\C INFO. SIGN SIGNINFO. INFO. SIGN SIGN INFO. SIGN SIGNINFO.L\PL\P L\P L\P P\PP\PP\PP\PP\PP\P P\PP\PG\WG\WG\WG\W G\WG\WG\WG\WG\WSTOP ELEC.VAULTINFO. SIGN INFO. SIGN LIMIT SIGNSPEEDSIGNPARKING SIGNPARKING LIMIT SIGNSPEEDINFO. SIGN INFO. SIGNELEC.VAULT INFO. SIGN INFO. SIGNSIGNSTREETELEC.BOX B-9BOREB-7BORE SWITCHCABINETB-2BOREB-6BOREAT&TVAULTB-4BOREINFO. SIGN OVERHEAD LINEEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT5' SIDEWALK EXIT SIGN PED.BELLSOUTH CONCRETEMARKER LIMIT SIGNSPEEDPEDESTALAT&TPEDESTAL ELEC. CONDUITBLOCKFOOTERCONC.HEADWALL CONC.HEADWALL CONC.HEADWALLCONC.FLUME GRAVELPARKING CONSTRUCTIONTRAILER SIGNH\CSIGNH\CSIGNH\CL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P INFO. SIGN INFO. SIGN INFO. SIGN LIMIT SIGNSPEED L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\P L\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PAT&TPEDESTALL\PP\PL\PINFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PINFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGN L\P STOP SIGNSTOP SIGN TELE.PED.ELEC.MH.TELE.MHELEC.MH. ELEC.MH.ELEC.MH.ELEC.MH.ELEC.MH.TELE.MHTELE.MHTELE.MH TELE.MH TELE.MHTELE.PED.FIBERVAULT ELEC.VAULTSTOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN SIGNSTREETSIGNYIELD PANELELEC. SIGNYIELDSIGNINFO.SIGNSTREET SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. STOP SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF P A V E M E N TL\PL\PSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNYIELDVALVESEWERSIGNINFO.SIGNVAULTELEC.PED.ELEC.METER SIGNILM SIGNINFO.VAULTFIBER LIGHT POLETRAFFIC VAULTFIBERVAULTSIGNAL MARKERFIBER ELEC.METERVAULTFIBERPED.TRAFFIC SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. STOP SIGN L\PVAULTELEC. EDGE OF PAVEMENT EDGE OF PAVEMENT SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\PELEC.VAULT SIGNPARKING EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT ELEC.VAULT ELEC.VAULTINFO. SIGN LIMIT SIGNSPEEDSIGNELEC.PANELSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. ELEC.PED. ELEC.PED.SIGNINFO.SIGNINFO.SIGN ELEC.PED.INFO.SIGN TICKETBOOTHELEC.PED.ELEC.VAULT SIGNPARKINGL\PSIGNPARKING SIGNPARKINGSIGNPARKING SIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKING L\P STOPSIGNPARKINGSIGNPARKINGSIGNPARKINGELEC.PED.ELEC.PANELINFO.SIGNSIGNH\C SIGNH\C EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEME N T EDGE OF PAVEMENT EDGE OF PAVEMENT DUCTVAULT FAAMARKER GENERATORPAD BACK FLOWPREVENTER WATERMETEREDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT INFO. SIGN TELE.VAULT ELEC.VAULTL\PL\P L\P L\P L\PL\PELEC.VAULTTELE.VAULTELEC.VAULTW\VENCLOSURE TELE.VAULT ELEC.VAULTSIGNINFO.TELE.MHTELE.MH ELEC.MH. L\P ELEC.TRANS. INFO. SIGN ELEC.TRANS. SIGN INFO. SIGNL\PL\PL\PSIGNINFO.ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVEGRAVEL DRIVE SPOIL SIGN STOP SIGN BUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT FENCE FENCE FENCEWALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 05 KEY MAP EROSION CONTROL CONSTRUCTION SEQUENCE - INITIAL PHASE1. OBTAIN ALL NECESSARY PERMITS FROM ALL REGULATORY AUTHORITIES. 2. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. SOFT DIG UTILITIES WITHIN GRADING AREA TO IDENTIFY POTENTIAL CONFLICTS. 3. INSTALL CONSTRUCTION ENTRANCE (CE).4. MAINTAIN NPDES TEMPORARY SEEDING SCHEDULE FOR ALLEXPOSED SOILS FOR THE DURATION OF CONSTRUCTION.5. INSTALL ALL INITIAL EROSION CONTROL MEASURES AS SHOWN. 6. ON-SITE INSPECTION BY INSPECTOR TO APPROVE PERIMETER EROSION CONTROL DEVICES. 7. PROCEED WITH GRADING. 8. REPAIR OR REPLACE ALL EROSION CONTROL MEASURES AS NEEDED. 9. SEED AND MULCH DENUDED AREA, AS REQUIRED, AFTERFINISHED GRADES ARE ESTABLISHED.10. MAINTAIN SOIL EROSION CONTROL MEASURES UNTILPERMANENT GROUND COVER ESTABLISHED. 11. MAINTAIN ALL EROSION CONTROL MEASURES IN THE FINAL PHASE UNTIL AFTER THE PERMANENT PIPES ARE INSTALLED AND THE AREA IS PERMANENTLY STABILIZED SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 5 \ I L M B P 2 - C G I . d w g Pl o t t e d b y : D a v e S k u r k y Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 1 0 : 3 5 A M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 100% DESIGN 08/09/2024 1. EXISTING INFORMATION IS BASED ON:a. JULY 15, 2022 AND JANUARY 12, 2024, SURVEY.b. LOT F IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. c. PH1A PROPOSED DRAINAGE MAY BE EXISTING, IN PROGRESS OF BEING INSTALLED, OR INSTALLED AT TIME OF BIDDING.2. ALL PLAN SHEETS MUST BE PRINTED IN COLOR.3. CONTRACTOR SHALL INSTALL TEMPORARYCONSTRUCTION ENTRANCES WHERE NOTED ON EROSION CONTROL PLANS. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING AND PROTECTING ALL KNOWN UTILITIES DURING CONSTRUCTION. 5. CONTRACTOR SHALL BE RESPONSIBLE FORREVIEWING EROSION CONTROL MEASURESAFTER RAIN EVENTS AND TAKE CORRECTIVEACTIONS AS NEEDED. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR KEEPING THE RAINFALL LOG. 6. ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE AT THE END OF THIS PACKAGE UNLESS OTHERWISE DIRECTED BYTHE RPR OR ENGINEER.7. CONTRACTOR SHALL REGULARLY CHECKEROSION CONTROL MEASURES AS STATED IN THIS CONTRACT AND ENSURE POSITIVE DRAINAGE ACROSS THE JOB SITE. TS CE RSC B RECP LOD PS IP IPEXC. # IST B ST LIMITS OF DISTURBANCE TEMPORARY SILT FENCE GRAVEL CONSTRUCTION ENTRANCE TEMPORARY SEEDING TEMPORARY ROCK SILT CHECK - TYPE B PERMANENT SEEDING FILTER SOCK INLET PROTECTION ROLLED EROSION CONTROL PRODUCTS PROPOSED MINOR CONTOURS PROPOSED MAJOR CONTOURS EXISTING MINOR CONTOURS EXISTING MAJOR CONTOURS PROPOSED STORM PIPE EXISTING STORM PIPE DEMOLITION EXCAVATED DROP INLET PROTECTION ROCK INLET SEDIMENT TRAP - TYPE B SEDIMENT TUBE SF XXX XXX STORM PIPE DEMOLITION FENCE DEMOLITION 1 ADDENDUM #1 08/23/20241 INV. 10.53 STORM S E W ER HEADWALL STO R M S E W E R YAR D INLET RIM 20.74 INV . 1 0.84 (W ) INV. 10.35 (N) INV . 9 .74 (S) STOR M S EWER MAN HOLE RIM 25.11 INV. 6.52 STORM SEWER MANHOLERIM 23.52INV. 12.73 (E) 48 " R C P INV. 12.68 (W) RIP-RAP RIP-RAP STORM S E W ER MANHO L E RIM 2 2 . 7 1 INV . 1 5 . 4 6 ( E ) INV . 1 4 . 3 9 ( S ) INV . 1 4.13 (W) STO R M S E W E R MAN HOLE RIM 23.46 INV. 15.37 (E) INV. 15.33 (N) INV. 19.55 INV. 1 8.89 RIP-RAP STO R M S E W E R YAR D INLE T RIM 20.75 INV . 7.3 7 ( E ) STORM S E W ER YAR D INLE T RIM 23.00 INV . 1 7.29 (W) INV. 1 7.44 (N) INV . 1 7 . 2 2 ( E ) INV . 1 7 . 2 0 ( S ) STO RM S E W E R MAN HOLE RIM 25.75 INV. 1 4.54 (N) INV . 1 7 . 5 0 ( S ) INV. 14 . 4 3 ( W ) 36" RCP INV . 9 .89 STORM S E W ER YAR D INLE T RIM 2 2 . 8 5 INV. 18.22 (N) 36" R CP 24" RCPRIP-RAP INV. 18.47 STO R M S E W E R YAR D INLE T RIM 24.74 INV . 2 2 . 4 8 ( E ) INV . 1 9.09 (W) 18" RCP 15" R C P RIP-RAP INV. 22.67 INV. 2 2.90 INV. 23.08 INV. 24.19 RIP-RAP INV. 23.98 STO R M S E W E R YAR D INLET RIM 25.40 INV . 2 2 . 4 2 ( E ) INV . 1 9 . 1 9 ( S ) SAN 1 5 "R C P 1 5 " R C P 15"R CP 2 4 "R C P 2 4 "R C P W W WW INV. 10.78 WING WALL WING WALL WALL WING WALL INV. 10.69 INV. 10.17 INV. 9.99 WING X X X SIGNH\C X X X L OT B LOT A TR AD EWI N D S D R I VE XXXXXXX X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 22.0 23.0 24.0 2 5 . 0 22. 0 23.0 2 4 .0 2 5 .0 26.0 S F SF SF SF SF SF LO D LOD LOD LOD LO D LOD LO D LOD LOD LOD LOD LOD LOD L O D L OD LO DLOD LOD LOD LOD LOD LODLOD TS TS TS SF SF SF SF SILT FENCE FOR PAVEMENT DEMOLITION, TO BE REMOVED BEFORE GRADING OPERATIONS BEGIN SF SF SF SF SF SF SF SF NORTH CG-168 WMM DAS WMM LEGENDMATCHLINE SEE CG-170 MA T C H L I N E S E E C G - 1 6 7 EROSION AND SEDIMENT CONTROL PLAN INITIAL PHASE (SHEET 2 OF 5) NOTES INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N)INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) STORM SEWERMANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E)INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N)INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALL STORM SEWERMANHOLERIM 24.51INV. 15.24 (NW) INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E)INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWERMANHOLERIM 24.21INV. 13.27 (E)INV. 13.26 (W) STORM SEWERYARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W) STORM SEWERMANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W) STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W) STORM SEWER MANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S)STORM SEWER YARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W) STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W) STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W) STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N)INV. 21.29 (W)INV. 19.71 (E)INV. 18.48 (S) STORM SEWERYARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W) STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W) INV. 15.79 INV. 15.91INV. 15.83 Alleghe n y Drive STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S)STORM SEWER CURB INLETRIM 24.50 (EOP)INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP) INV. 13.76 (E) STORM SEWERMANHOLERIM BURIED STORM SEWERMANHOLERIM 23.84INV. 13.35 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S) STORM SEWERYARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W)INV. 19.41 (S) STORM SEWERYARD INLETRIM 27.00 INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33 INV. 20.17 INV. 20.99 INV. 20.37 STORM SEWERYARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWERYARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S) STORM SEWERMANHOLERIM 25.11INV. 6.52 STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPRIP-RAP STORM SEWERMANHOLERIM 22.71INV. 15.46 (E)INV. 14.39 (S)INV. 14.13 (W)STORM SEWERMANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWERYARD INLETRIM 20.75INV. 7.37 (E) STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N)INV. 17.22 (E)INV. 17.20 (S) STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89 STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90 INV. 23.08 INV. 24.19RIP-RAPINV. 23.98 STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWER YARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWERCURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWER CURB INLETEOP 29.04INV. 25.52 (W) RIP-RAPINV. 26.57 INV. 26.37 INV. 26.36 INV. 25.34 INV. 25.07 INV. 26.89 RIP-RAPINV. 26.34 STORM SEWERCURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWERCURB INLETEOP 3302INV. 30.71 (E) STORM SEWER CURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWERYARD INLETRIM 37.90INV. 33.80 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S)INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W) STORM SEWER CURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S)INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWERCURB INLETEOP 38.96INV. 36.08 (E)INV. 35.90 (W) STORM SEWERMANHOLERIM 41.90INV. 38.91 (S) INV. 37.69 (E)INV. 37.47 (W) STORM SEWERMANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEWERMANHOLERIM 42.01INV. 37.67 (W)INV. 37.62 (S)INV. 37.47 (E) STORM SEWERCURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVEDOVER)0 STORM SEWERCURB INLETEOP 30.68 INV. 26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWERYARD INLETRIM 21.60 INV. 13.28 (N) INV.13.29 (S) STORM SEWERMANHOLE RIM 22.36 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM19.46INV. 15.54 (S) STORM SEWERMANHOLE RIM 22.36 INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S)STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV.12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP)INV. 12.77 (N) INV.12.75 (E) M STOP INFO. SIGN INFO. SIGN LIMIT SIGNSPEEDSIGNPARKING SIGNPARKING LIMIT SIGNSPEED INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNSIGNSTREET B-9BORE B-7BORE B-2BOREB-6BORE B-4BORE INFO. SIGN EXIT SIGN LIMIT SIGNSPEEDSIGNH\C SIGNH\C SIGNH\CINFO. SIGNINFO. SIGNINFO. SIGN LIMIT SIGNSPEED INFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN SIGNSTREETSIGNYIELDSIGNYIELDSIGNINFO.SIGNSTREET SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. SIGNYIELDSIGNINFO. SIGNILM SIGNINFO. LIGHT POLETRAFFIC PED.TRAFFIC SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN SIGNPARKING INFO. SIGN LIMIT SIGNSPEEDSIGNSIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO.SIGN INFO.SIGN SIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGINFO.SIGN SIGNH\C SIGNH\C INFO. SIGN SIGNINFO. INFO. SIGN SIGN INFO. SIGN SIGNINFO.L\PL\PL\P L\P P\PP\PP\PP\PP\PP\P P\PP\PG\WG\WG\WG\W G\WG\WG\WG\WG\WSTOP ELEC.VAULT INFO. SIGN INFO. SIGN LIMIT SIGNSPEEDSIGNPARKING SIGNPARKING LIMIT SIGNSPEED INFO. SIGN INFO. SIGNELEC.VAULT INFO. SIGN INFO. SIGNSIGNSTREET ELEC.BOXB-9BORE B-7BORE SWITCHCABINET B-2BOREB-6BOREAT&TVAULT B-4BORE INFO. SIGN OVERHEAD LINEEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT 5' SIDEWALK EXIT SIGN PED.BELLSOUTHCONCRETEMARKER LIMIT SIGNSPEEDPEDESTAL AT&TPEDESTAL ELEC. CONDUIT BLOCKFOOTER CONC.HEADWALL CONC.HEADWALLCONC.HEADWALLCONC.FLUME GRAVELPARKING CONSTRUCTIONTRAILERSIGNH\C SIGNH\C SIGNH\CL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PINFO. SIGNINFO. SIGNINFO. SIGN LIMIT SIGNSPEEDL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\P L\P L\PL\PL\PAT&TPEDESTALL\PP\PL\PINFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN L\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PINFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGNL\PSTOP SIGNSTOP SIGN TELE.PED.ELEC.MH.TELE.MHELEC.MH. ELEC.MH.ELEC.MH. ELEC.MH.ELEC.MH. TELE.MHTELE.MHTELE.MH TELE.MH TELE.MHTELE.PED.FIBERVAULTELEC.VAULT STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN SIGNSTREETSIGNYIELDPANELELEC.SIGNYIELDSIGNINFO.SIGNSTREET SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEME N T EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMEN T EDGE OF PAVEMENTL\PL\P SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. SIGNYIELDVALVESEWERSIGNINFO. SIGNVAULT ELEC.PED.ELEC.METER SIGNILM SIGNINFO.VAULTFIBER LIGHT POLETRAFFIC VAULTFIBERVAULTSIGNAL MARKERFIBERELEC.METERVAULTFIBERPED.TRAFFIC SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN L\PVAULTELEC. EDGE OF PAVEMENT EDGE OF PAVEMENT SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\PELEC.VAULT SIGNPARKING EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTELEC.VAULT ELEC.VAULTINFO. SIGN LIMIT SIGNSPEEDSIGNELEC.PANELSIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.ELEC.PED.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. ELEC.PED.ELEC.PED.SIGNINFO. SIGNINFO.SIGNELEC.PED.INFO.SIGN TICKETBOOTH ELEC.PED.ELEC.VAULT SIGNPARKINGL\PSIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGL\PSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGELEC.PED.ELEC.PANELINFO.SIGN SIGNH\C SIGNH\C EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEME NT EDGE OF PAVEMENT EDGE OF PAVEMENT DUCTVAULT FAAMARKER GENERATORPAD BACK FLOWPREVENTER WATERMETEREDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT INFO. SIGN TELE.VAULT ELEC.VAULTL\PL\P L\P L\P L\PL\PELEC.VAULTTELE.VAULTELEC.VAULT W\VENCLOSURE TELE.VAULT ELEC.VAULT SIGNINFO.TELE.MHTELE.MH ELEC.MH.L\PELEC.TRANS. INFO. SIGN ELEC.TRANS. SIGN INFO. SIGNL\PL\PL\PSIGNINFO.ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVE GRAVEL DRIVE SPOIL SIGN STOP SIGN BUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF PA V E M E N T EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT FENCE FENCE FENCEWALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 05 KEY MAP SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 5 \ I L M B P 2 - C G I . d w g Pl o t t e d b y : D a v e S k u r k y Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 1 0 : 3 2 A M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 100% DESIGN 08/09/2024 EROSION CONTROL CONSTRUCTION SEQUENCE - INITIAL PHASE1. OBTAIN ALL NECESSARY PERMITS FROM ALL REGULATORY AUTHORITIES. 2. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. SOFT DIG UTILITIES WITHIN GRADING AREA TO IDENTIFY POTENTIAL CONFLICTS. 3. INSTALL CONSTRUCTION ENTRANCE (CE).4. MAINTAIN NPDES TEMPORARY SEEDING SCHEDULE FOR ALLEXPOSED SOILS FOR THE DURATION OF CONSTRUCTION.5. INSTALL ALL INITIAL EROSION CONTROL MEASURES AS SHOWN. 6. ON-SITE INSPECTION BY INSPECTOR TO APPROVE PERIMETER EROSION CONTROL DEVICES. 7. PROCEED WITH GRADING. 8. REPAIR OR REPLACE ALL EROSION CONTROL MEASURES AS NEEDED. 9. SEED AND MULCH DENUDED AREA, AS REQUIRED, AFTERFINISHED GRADES ARE ESTABLISHED.10. MAINTAIN SOIL EROSION CONTROL MEASURES UNTILPERMANENT GROUND COVER ESTABLISHED. 11. MAINTAIN ALL EROSION CONTROL MEASURES IN THE FINAL PHASE UNTIL AFTER THE PERMANENT PIPES ARE INSTALLED AND THE AREA IS PERMANENTLY STABILIZED 1. EXISTING INFORMATION IS BASED ON:a. JULY 15, 2022 AND JANUARY 12, 2024, SURVEY.b. LOT F IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. c. PH1A PROPOSED DRAINAGE MAY BE EXISTING, IN PROGRESS OF BEING INSTALLED, OR INSTALLED AT TIME OF BIDDING.2. ALL PLAN SHEETS MUST BE PRINTED IN COLOR.3. CONTRACTOR SHALL INSTALL TEMPORARYCONSTRUCTION ENTRANCES WHERE NOTED ON EROSION CONTROL PLANS. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING AND PROTECTING ALL KNOWN UTILITIES DURING CONSTRUCTION. 5. CONTRACTOR SHALL BE RESPONSIBLE FORREVIEWING EROSION CONTROL MEASURESAFTER RAIN EVENTS AND TAKE CORRECTIVEACTIONS AS NEEDED. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR KEEPING THE RAINFALL LOG. 6. ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE AT THE END OF THIS PACKAGE UNLESS OTHERWISE DIRECTED BYTHE RPR OR ENGINEER.7. CONTRACTOR SHALL REGULARLY CHECKEROSION CONTROL MEASURES AS STATED IN THIS CONTRACT AND ENSURE POSITIVE DRAINAGE ACROSS THE JOB SITE. TS CE RSC B RECP LOD PS IP IPEXC. # IST B ST LIMITS OF DISTURBANCE TEMPORARY SILT FENCE GRAVEL CONSTRUCTION ENTRANCE TEMPORARY SEEDING TEMPORARY ROCK SILT CHECK - TYPE B PERMANENT SEEDING FILTER SOCK INLET PROTECTION ROLLED EROSION CONTROL PRODUCTS PROPOSED MINOR CONTOURS PROPOSED MAJOR CONTOURS EXISTING MINOR CONTOURS EXISTING MAJOR CONTOURS PROPOSED STORM PIPE EXISTING STORM PIPE DEMOLITION EXCAVATED DROP INLET PROTECTION ROCK INLET SEDIMENT TRAP - TYPE B SEDIMENT TUBE SF XXX XXX STORM PIPE DEMOLITION FENCE DEMOLITION 1 ADDENDUM #1 08/23/20241 STORM S E W ER MAN HOLE RIM 2 4 . 2 2 INV. 12.03 (N) INV . 1 1 . 8 2 ( E ) INV . 1 2 . 4 2 ( S ) INV. 11 . 8 6 ( W ) 72" RC P 48" RCP 60" RC P 24" RC P STO RM S E W E R YAR D INLE T RIM 19.40 INV. 16.23 (N) INV . 1 6 . 2 6 ( S ) STOR M S EWER YAR D INLE T RIM 22.11 INV . 1 7 . 9 8 ( E ) INV . 1 7 . 8 7 ( S ) STO RM S E W E R MANHO L E RIM 24.12 INV . 1 2 . 2 2 ( E ) INV . 1 2.22 (W) STORM S E W ER MANHO L E RIM 2 4 . 2 1 INV . 1 3 . 2 7 ( E ) INV . 1 3.26 (W) 48 " RC P 72 " RC P STO RM S E W E R YARD INLE T RIM 23.30 INV . 1 4 . 3 6 ( E ) INV . 1 4.32 (W) STO R M S E W E R MANHO L E RIM 27.81 INV . 1 5 . 7 5 ( E ) INV . 1 5.75 (W) 48" RC P 48" RC P 18" RC P STO R M S E W E R YAR D INLE T RIM 26.71 INV. 23.30 (E) INV . 2 3.28 (W) 30" R C P STO RM S E W E R YAR D INLE T RIM 25.28 INV. 18.50 (N) INV . 2 1.29 (W) INV . 1 9 . 7 1 ( E ) INV . 1 8 . 4 8 ( S ) 3 0 " R C P STO R M S E W E R YAR D INLE T RIM 23.30 INV . 1 5 . 2 3 ( E ) INV . 1 5.23 (W) STORM S E W ER YAR D INLE T RIM 2 4 . 8 0 INV . 1 5 . 6 3 ( E ) INV . 1 5.61 (W) 42" RCP INV. 1 5.79 I N V . 1 5 . 9 1 I N V . 1 5 . 8 3 STORM S E W ER YAR D INLE T RIM 21.15 INV . 1 4 . 4 5 ( E ) INV . 1 3 . 9 1 ( S ) STO RM S E W E R YAR D INLE T RIM 22.00 INV . 1 6 . 9 8 ( E ) INV . 1 6.45 (W) SAN SAN SAN SAN SAN SAN SAN SAN SANITARY SEWER MAN HOLE RIM 25.08 INV. 11.50 SAN I TAR Y SEW E R MAN HOLE RIM 27.00 INV. sea l ed SAN I TAR Y SEW ER MANHO LE RIM 26.56 INV. sea l ed SAN I TAR Y SEW E R MAN HOLE RIM 2 7 . 1 4 INV. 14.83SANITARY SEWER MAN HOLE RIM 28.78 SAN I TAR Y SEW E R MANHO L E RIM 24.70 INV. sealed SAN I TAR Y SEW ER MAN HOLE RIM 24.29 INV . s ealed SA N SA N SA N S A N SAN S S S S S S GAS CONC. HEADWALL CONC. HEA D W A L L CONC. HEADWALL CONC. FLU M E STORM S E W ER MAN HOLE RIM 2 4 . 2 1 INV . 1 3 . 2 7 ( E ) INV . 1 3.26 (W) B-9 BOR E B-7 BOR E B-6 BORE B-4 BORE C-5 SI G N B-5 SIGN B-4 SIGN C-4 SIGN B-9 BOR E B-7 BOR E B-6 BORE B-4 BORE C-5 SI G N B-5 SIGN B-4 SIGN C-4 SIGN A I R P O R T B L V D LOT F H E W LETT D RIV E XX XX XX SIGNPAR K I NG INF O . S I G N STOP SIGN X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X XXXXX X X X X X X X X X X X X X X X XXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXX XXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXX XXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X XXXXXXXXX XXX XXX XX XX XX XX XXXXXXXXXX X X X X X X XXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X XX XXXXXXXXX XXXX XXXXXXXXXXXXXXXXX XXXXX X X X X X X X X X X X 25. 0 2 5 . 0 26. 0 26. 0 2 6 . 0 27.0 28.0 28.0 28.0 26 . 0 26. 0 26. 0 27. 0 28. 0 2 7 . 0 28.0 29.0 L O D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LOD LO D LO D LOD LO D L O D LO D LO D LO D LO D LO D LO D LOD ISTB TS TS TS ISTB IST B SF SF SF SF SF SF S F S F S F SF SF SF SF SF SF SF SILT FENCE FOR PAVEMENT DEMOLITION, TO BEREMOVED BEFORE GRADINGOPERATIONS BEGIN SILT FENCE FOR PAVEMENTDEMOLITION, TO BEREMOVED BEFORE GRADING OPERATIONS BEGIN S F SF SILT FENCE FOR PAVEMENT DEMOLITION, TO BE REMOVED BEFORE GRADING OPERATIONS BEGIN ST NORTH CG-169 WMM DAS WMM LEGEND MA T C H L I N E S E E C G - 1 7 0 MATCHLINE SEE CG-171 MATCHLINE SEE CG-167 EROSION AND SEDIMENT CONTROL PLAN INITIAL PHASE (SHEET 3 OF 5) NOTES INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N)INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) STORM SEWERMANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E)INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N)INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALL STORM SEWERMANHOLERIM 24.51INV. 15.24 (NW) INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E)INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWERMANHOLERIM 24.21INV. 13.27 (E)INV. 13.26 (W) STORM SEWERYARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W) STORM SEWERMANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W) STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W) STORM SEWER MANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S)STORM SEWER YARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W) STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W) STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W) STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N)INV. 21.29 (W)INV. 19.71 (E)INV. 18.48 (S) STORM SEWERYARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W) STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W) INV. 15.79 INV. 15.91INV. 15.83 Alleghe n y Drive STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S)STORM SEWER CURB INLETRIM 24.50 (EOP)INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP) INV. 13.76 (E) STORM SEWERMANHOLERIM BURIED STORM SEWERMANHOLERIM 23.84INV. 13.35 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S) STORM SEWERYARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W)INV. 19.41 (S) STORM SEWERYARD INLETRIM 27.00 INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33 INV. 20.17 INV. 20.99 INV. 20.37 STORM SEWERYARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWERYARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S) STORM SEWERMANHOLERIM 25.11INV. 6.52 STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPRIP-RAP STORM SEWERMANHOLERIM 22.71INV. 15.46 (E)INV. 14.39 (S)INV. 14.13 (W)STORM SEWERMANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWERYARD INLETRIM 20.75INV. 7.37 (E) STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N)INV. 17.22 (E)INV. 17.20 (S) STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89 STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90 INV. 23.08 INV. 24.19RIP-RAPINV. 23.98 STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWER YARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWERCURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWER CURB INLETEOP 29.04INV. 25.52 (W) RIP-RAPINV. 26.57 INV. 26.37 INV. 26.36 INV. 25.34 INV. 25.07 INV. 26.89 RIP-RAPINV. 26.34 STORM SEWERCURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWERCURB INLETEOP 3302INV. 30.71 (E) STORM SEWER CURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWERYARD INLETRIM 37.90INV. 33.80 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S)INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W) STORM SEWER CURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S)INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWERCURB INLETEOP 38.96INV. 36.08 (E)INV. 35.90 (W) STORM SEWERMANHOLERIM 41.90INV. 38.91 (S) INV. 37.69 (E)INV. 37.47 (W) STORM SEWERMANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEWERMANHOLERIM 42.01INV. 37.67 (W)INV. 37.62 (S)INV. 37.47 (E) STORM SEWERCURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVEDOVER)0 STORM SEWERCURB INLETEOP 30.68 INV. 26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWERYARD INLETRIM 21.60 INV. 13.28 (N) INV.13.29 (S) STORM SEWERMANHOLE RIM 22.36 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM19.46INV. 15.54 (S) STORM SEWERMANHOLE RIM 22.36 INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S)STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV.12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP)INV. 12.77 (N) INV.12.75 (E) M STOP INFO. SIGN INFO. SIGN LIMIT SIGNSPEEDSIGNPARKING SIGNPARKING LIMIT SIGNSPEED INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNSIGNSTREET B-9BORE B-7BORE B-2BOREB-6BORE B-4BORE INFO. SIGN EXIT SIGN LIMIT SIGNSPEEDSIGNH\C SIGNH\C SIGNH\CINFO. SIGNINFO. SIGNINFO. SIGN LIMIT SIGNSPEED INFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN SIGNSTREETSIGNYIELDSIGNYIELDSIGNINFO.SIGNSTREET SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. SIGNYIELDSIGNINFO. SIGNILM SIGNINFO. LIGHT POLETRAFFIC PED.TRAFFIC SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN SIGNINFO.SIGNINFO. 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SIGN TELE.VAULT ELEC.VAULTL\PL\P L\P L\P L\PL\PELEC.VAULTTELE.VAULTELEC.VAULT W\VENCLOSURE TELE.VAULT ELEC.VAULT SIGNINFO.TELE.MHTELE.MH ELEC.MH.L\PELEC.TRANS. INFO. SIGN ELEC.TRANS. SIGN INFO. SIGNL\PL\PL\PSIGNINFO.ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVE GRAVEL DRIVE SPOIL SIGN STOP SIGN BUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF PA V E M E N T EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT FENCE FENCE FENCEWALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 05 KEY MAP SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 5 \ I L M B P 2 - C G I . d w g Pl o t t e d b y : D a v e S k u r k y Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 1 0 : 3 4 A M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 100% DESIGN 08/09/2024 EROSION CONTROL CONSTRUCTION SEQUENCE - INITIAL PHASE1. OBTAIN ALL NECESSARY PERMITS FROM ALL REGULATORY AUTHORITIES. 2. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. SOFT DIG UTILITIES WITHIN GRADING AREA TO IDENTIFY POTENTIAL CONFLICTS. 3. INSTALL CONSTRUCTION ENTRANCE (CE).4. MAINTAIN NPDES TEMPORARY SEEDING SCHEDULE FOR ALLEXPOSED SOILS FOR THE DURATION OF CONSTRUCTION.5. INSTALL ALL INITIAL EROSION CONTROL MEASURES AS SHOWN. 6. ON-SITE INSPECTION BY INSPECTOR TO APPROVE PERIMETER EROSION CONTROL DEVICES. 7. PROCEED WITH GRADING. 8. REPAIR OR REPLACE ALL EROSION CONTROL MEASURES AS NEEDED. 9. SEED AND MULCH DENUDED AREA, AS REQUIRED, AFTERFINISHED GRADES ARE ESTABLISHED.10. MAINTAIN SOIL EROSION CONTROL MEASURES UNTILPERMANENT GROUND COVER ESTABLISHED. 11. MAINTAIN ALL EROSION CONTROL MEASURES IN THE FINAL PHASE UNTIL AFTER THE PERMANENT PIPES ARE INSTALLED AND THE AREA IS PERMANENTLY STABILIZED 1. EXISTING INFORMATION IS BASED ON:a. JULY 15, 2022 AND JANUARY 12, 2024, SURVEY.b. LOT F IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. c. PH1A PROPOSED DRAINAGE MAY BE EXISTING, IN PROGRESS OF BEING INSTALLED, OR INSTALLED AT TIME OF BIDDING.2. ALL PLAN SHEETS MUST BE PRINTED IN COLOR.3. CONTRACTOR SHALL INSTALL TEMPORARYCONSTRUCTION ENTRANCES WHERE NOTED ON EROSION CONTROL PLANS. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING AND PROTECTING ALL KNOWN UTILITIES DURING CONSTRUCTION. 5. CONTRACTOR SHALL BE RESPONSIBLE FORREVIEWING EROSION CONTROL MEASURESAFTER RAIN EVENTS AND TAKE CORRECTIVEACTIONS AS NEEDED. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR KEEPING THE RAINFALL LOG. 6. ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE AT THE END OF THIS PACKAGE UNLESS OTHERWISE DIRECTED BYTHE RPR OR ENGINEER.7. CONTRACTOR SHALL REGULARLY CHECKEROSION CONTROL MEASURES AS STATED IN THIS CONTRACT AND ENSURE POSITIVE DRAINAGE ACROSS THE JOB SITE. TS CE RSC B RECP LOD PS IP IPEXC. # IST B ST LIMITS OF DISTURBANCE TEMPORARY SILT FENCE GRAVEL CONSTRUCTION ENTRANCE TEMPORARY SEEDING TEMPORARY ROCK SILT CHECK - TYPE B PERMANENT SEEDING FILTER SOCK INLET PROTECTION ROLLED EROSION CONTROL PRODUCTS PROPOSED MINOR CONTOURS PROPOSED MAJOR CONTOURS EXISTING MINOR CONTOURS EXISTING MAJOR CONTOURS PROPOSED STORM PIPE EXISTING STORM PIPE DEMOLITION EXCAVATED DROP INLET PROTECTION ROCK INLET SEDIMENT TRAP - TYPE B SEDIMENT TUBE SF XXX XXX STORM PIPE DEMOLITION FENCE DEMOLITION 1 1 ADDENDUM #1 08/23/20241 STO R M S E W E R YAR D INLET INV . 2 2 . 4 2 ( E ) RIP-RAP INV. 22.84 INV . 1 6 . 9 8 ( E ) INV . 1 6.45 (W) STORM S E W ER CUR B INLE T EOP 27.71 INV. 23.00 (N) INV . 2 2 . 1 4 ( S ) INV. 2 1 . 8 3 6 ( W ) STO R M S E W E R CUR B INLE T EOP 2 7.34 INV . 2 4 . 1 5 ( E ) INV . 2 3 . 8 0 ( S ) STO RM S E W E R CUR B INLE T EOP 2 9 . 0 4 INV . 2 5.52 (W) INV. 26.57 STO R M S E W E R YAR D INLET RIM 37.90 INV . 3 3 . 8 0 ( E ) STO R M S E W E R CUR B INL E T EOP 3 7.67 INV . 3 4 . 2 8 ( S ) INV . 3 3.96 (W) STORM S EWER CUR B INLET EOP 3 2.31 INV . 2 8 . 9 6 ( E ) INV . 2 8.82 (W) STORM S EWER CUR B INLET EOP 3 1.18 INV . 2 8 . 0 1 ( E ) INV . 2 7.58 (W) STORM SEWER CUR B INL E T EOP 3 1.16 INV . 2 6 . 7 7 ( E ) INV . 2 7.58 (W) 15" RCP 18" RC P 18" RC P 24 " R C P STO R M S E W E R CUR B INLET EOP 3 1 . 1 0 INV. 27.81 (N) STORM S E W ER CUR B INLET EOP 31.12 INV . 2 6 . 8 5 ( S ) INV. 26.67 (N) 15" R C P STORM SEWER C U RB IN L ET EOP 32.13 I NV. 29.19 (E) INV. 29.12 ( N ) STOR M SE W E R CURB IN LET EO P 38. 96 INV. 36. 08 (E) IN V . 3 5 . 9 0 ( W ) STOR M S EWER MAN H O LE RIM 41.90 INV. 38 . 91 (S) IN V. 3 7 . 6 9 ( E ) INV . 37.47 (W ) ST O RM SE W ER MAN HOL E RIM 4 2 . 6 3 IN V. 3 8 . 4 6 ( S) IN V. 3 8 . 2 9 ( E) S T O R M S E W E R M A N H O L E R I M 4 2 . 0 1 I N V . 3 7 . 6 7 ( W ) I N V . 3 7 . 6 2 ( S ) I N V . 3 7 . 4 7 ( E ) STORM SEW E R CUR B INLET EOP 2 7.90 INV . 22.4 7 ( E ) INV . 22.19 (N) STORM SEW E R M ANHOLE RIM (PA V E D OVER ) 0 STO RM S E W E R CUR B INLET EOP 30.68 INV. 26.6 9 ( S ) I N V . 25.9 2 ( E ) I N V . 25.6 9 ( W ) SAN I TAR Y SEW E R MANHO L E RIM 42.31 INV. 1 5.15 SAN I TAR Y SEW ER MAN HOLE RIM 30.68 INV. 12.26 SAN I TAR Y SEW E R MANHO L E RIM ( COV E R E D ) INV . ( C O V E R E D ) SANITARY SEWER MANHO L E RIM ( C OVE R ED) INV . ( COV E R E D ) SAN I TAR Y SEW E R MANHO L E RIM ( COV E R E D ) INV . ( C O V E R E D ) SA N SAN SAN SAN SAN SAN SAN S A N S A N S A N S A N S A N S A N SA N S A N SAN SAN SAN SAN SAN SA N SAN SA N SAN SA N SAN S A N S A N S A N SAN S A N S A N S S S S S W W 15"R CP 15"R CP 1 5 " R C P 15"RCP W W 15"R CP 15"R CP W\V ENC L O S U R E STOR M S EWER YAR D INLE T RIM 25.40 INV . 2 2 . 4 2 ( E ) INV . 1 9 . 1 9 ( S ) X X CU R B L INE CU R B L INE X X X X X X X SIGNH\C SIGNH\C B-5 SIGN B - 4 S I G N B - 3 S I G N B - 2 S I G N B - 1 S I G N C-1 SIGN C-2 SIG N C-3 SIGN C-4 S I G N C-5 S I G N C-5 SIG N B-5 SIG N B-5 S IGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGN C-4 SIGN C-3 SIGN B-3 SIGN C-2 SIGN B-2 SIGN C-1 SIGN B-1 SIGN C - 3 S I G N C - 3 SIG N C - 4 SI G N C-4 SIGN SIGNPARKING SIGNH\C SIGNH\C SIGNH\C B-5 SIGN B - 4 S I G N B - 3 S I G N B - 2 S I G N B - 1 S I G N C-1 SIGN C-2 SIG N C-3 SIGN C-4 S I G N C-5 S I G N C-5 SIG N B-5 SIG N B-5 S IGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGN C-4 SIGN C-3 SIGN B-3 SIGN C-2 SIGN B-2 SIGN C-1 SIGN B-1 SIGN SI G N H\ C SIG N H\ C SIG N H\C SIGNH\C SIG N H \ C SIGN H\C SIG N H\ C SI G N H \ C C - 3 S I G N C - 3 SIG N C - 4 SI G N C-4 SIGN INF O . S I G N SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO . SIGNINFO. SIGNINF O . SIGNINFO. SIGNINFO. SIGNINFO. INFO. SIGN INF O . SIGN SIGNPARKING SIGNINFO. SIGNINFO. FE NC E LOT D LOT C AIRPORT BOUL EVARD TER M INA L INF O . S I G N SIGNPAR K I N G XXXX XXXXXXXXX X XXXXXXXXX X X X X X X XXXXXXXXXXXX X X X X X X X X X X X X X X X X X X XXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX X XX XX X XX X XX X XXXXXXXXXXXXXXXX X X XXXX X X XX 27.0 28.0 2 9 . 0 30.0 27.0 2 8 .0 29 . 0 2 5 . 0 32. 0 33 . 0 34 . 0 35 . 0 36 . 0 30.0 3 1 . 0 32.0 3 3 . 0 34 . 0 35. 0 36 . 0 2 7 .0 2 8 . 0 29 . 0 30 .0 31. 0 32 . 0 33.0 34 .0 35.0 3 6 . 0 3 7 . 0 38 . 0 39.0 40 . 0 41.0 S F S F S F S F SF IST B IST B LOD LO D LO D LO D LO D LOD LOD LOD LOD LO D LO D LO D LOD LOD LOD LOD L O D LOD LOD L OD LOD LOD LOD LOD LOD LO D LOD LO D LOD LO D LOD LOD LOD LO D LOD L OD LOD LO D LOD ISTB TS TS TS IP IP TS TS TS TS TS TS SF SF SF SF SF S F SF SF SF SF SF SF S F SF S F S F SILT FENCE FOR PAVEMENTDEMOLITION, TO BEREMOVED BEFORE GRADING OPERATIONS BEGIN SILT FENCE FOR PAVEMENT DEMOLITION, TO BE REMOVED BEFORE GRADING OPERATIONS BEGIN SILT FENCE FOR PAVEMENTDEMOLITION, TO BEREMOVED BEFORE GRADINGOPERATIONS BEGIN SILT FENCE FOR PAVEMENT DEMOLITION, TO BE REMOVED BEFORE GRADING OPERATIONS BEGIN S F SF SILT FENCE FOR PAVEMENT DEMOLITION, TO BE REMOVED BEFORE GRADING OPERATIONS BEGIN NORTH CG-170 WMM DAS WMM LEGEND MA T C H L I N E S E E C G - 1 6 9 MATCHLINE SEE CG-171 MATCHLINE SEE CG-168 EROSION AND SEDIMENT CONTROL PLAN INITIAL PHASE (SHEET 4 OF 5) NOTES INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N)INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) STORM SEWERMANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E)INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N)INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALL STORM SEWERMANHOLERIM 24.51INV. 15.24 (NW) INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E)INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWERMANHOLERIM 24.21INV. 13.27 (E)INV. 13.26 (W) STORM SEWERYARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W) STORM SEWERMANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W) STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W) STORM SEWER MANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S)STORM SEWER YARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W) STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W) STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W) STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N)INV. 21.29 (W)INV. 19.71 (E)INV. 18.48 (S) STORM SEWERYARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W) STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W) INV. 15.79 INV. 15.91INV. 15.83 Alleghe n y Drive STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S)STORM SEWER CURB INLETRIM 24.50 (EOP)INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP) INV. 13.76 (E) STORM SEWERMANHOLERIM BURIED STORM SEWERMANHOLERIM 23.84INV. 13.35 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S) STORM SEWERYARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W)INV. 19.41 (S) STORM SEWERYARD INLETRIM 27.00 INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33 INV. 20.17 INV. 20.99 INV. 20.37 STORM SEWERYARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWERYARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S) STORM SEWERMANHOLERIM 25.11INV. 6.52 STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPRIP-RAP STORM SEWERMANHOLERIM 22.71INV. 15.46 (E)INV. 14.39 (S)INV. 14.13 (W)STORM SEWERMANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWERYARD INLETRIM 20.75INV. 7.37 (E) STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N)INV. 17.22 (E)INV. 17.20 (S) STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89 STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90 INV. 23.08 INV. 24.19RIP-RAPINV. 23.98 STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWER YARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWERCURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWER CURB INLETEOP 29.04INV. 25.52 (W) RIP-RAPINV. 26.57 INV. 26.37 INV. 26.36 INV. 25.34 INV. 25.07 INV. 26.89 RIP-RAPINV. 26.34 STORM SEWERCURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWERCURB INLETEOP 3302INV. 30.71 (E) STORM SEWER CURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWERYARD INLETRIM 37.90INV. 33.80 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S)INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W) STORM SEWER CURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S)INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWERCURB INLETEOP 38.96INV. 36.08 (E)INV. 35.90 (W) STORM SEWERMANHOLERIM 41.90INV. 38.91 (S) INV. 37.69 (E)INV. 37.47 (W) STORM SEWERMANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEWERMANHOLERIM 42.01INV. 37.67 (W)INV. 37.62 (S)INV. 37.47 (E) STORM SEWERCURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVEDOVER)0 STORM SEWERCURB INLETEOP 30.68 INV. 26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWERYARD INLETRIM 21.60 INV. 13.28 (N) INV.13.29 (S) STORM SEWERMANHOLE RIM 22.36 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM19.46INV. 15.54 (S) STORM SEWERMANHOLE RIM 22.36 INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S)STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV.12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP)INV. 12.77 (N) INV.12.75 (E) M STOP INFO. SIGN INFO. SIGN LIMIT SIGNSPEEDSIGNPARKING SIGNPARKING LIMIT SIGNSPEED INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNSIGNSTREET B-9BORE B-7BORE B-2BOREB-6BORE B-4BORE INFO. SIGN EXIT SIGN LIMIT SIGNSPEEDSIGNH\C SIGNH\C SIGNH\CINFO. SIGNINFO. SIGNINFO. SIGN LIMIT SIGNSPEED INFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN SIGNSTREETSIGNYIELDSIGNYIELDSIGNINFO.SIGNSTREET SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. SIGNYIELDSIGNINFO. SIGNILM SIGNINFO. LIGHT POLETRAFFIC PED.TRAFFIC SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN SIGNPARKING INFO. SIGN LIMIT SIGNSPEEDSIGNSIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO.SIGN INFO.SIGN SIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGINFO.SIGN SIGNH\C SIGNH\C INFO. SIGN SIGNINFO. INFO. SIGN SIGN INFO. SIGN SIGNINFO.L\PL\PL\P L\P P\PP\PP\PP\PP\PP\P P\PP\PG\WG\WG\WG\W G\WG\WG\WG\WG\WSTOP ELEC.VAULT INFO. SIGN INFO. SIGN LIMIT SIGNSPEEDSIGNPARKING SIGNPARKING LIMIT SIGNSPEED INFO. SIGN INFO. SIGNELEC.VAULT INFO. SIGN INFO. SIGNSIGNSTREET ELEC.BOXB-9BORE B-7BORE SWITCHCABINET B-2BOREB-6BOREAT&TVAULT B-4BORE INFO. SIGN OVERHEAD LINEEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT 5' SIDEWALK EXIT SIGN PED.BELLSOUTHCONCRETEMARKER LIMIT SIGNSPEEDPEDESTAL AT&TPEDESTAL ELEC. CONDUIT BLOCKFOOTER CONC.HEADWALL CONC.HEADWALLCONC.HEADWALLCONC.FLUME GRAVELPARKING CONSTRUCTIONTRAILERSIGNH\C SIGNH\C SIGNH\CL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PINFO. SIGNINFO. SIGNINFO. SIGN LIMIT SIGNSPEEDL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\P L\P L\PL\PL\PAT&TPEDESTALL\PP\PL\PINFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN L\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PINFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGNL\PSTOP SIGNSTOP SIGN TELE.PED.ELEC.MH.TELE.MHELEC.MH. ELEC.MH.ELEC.MH. ELEC.MH.ELEC.MH. TELE.MHTELE.MHTELE.MH TELE.MH TELE.MHTELE.PED.FIBERVAULTELEC.VAULT STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN SIGNSTREETSIGNYIELDPANELELEC.SIGNYIELDSIGNINFO.SIGNSTREET SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEME N T EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMEN T EDGE OF PAVEMENTL\PL\P SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. SIGNYIELDVALVESEWERSIGNINFO. SIGNVAULT ELEC.PED.ELEC.METER SIGNILM SIGNINFO.VAULTFIBER LIGHT POLETRAFFIC VAULTFIBERVAULTSIGNAL MARKERFIBERELEC.METERVAULTFIBERPED.TRAFFIC SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN L\PVAULTELEC. EDGE OF PAVEMENT EDGE OF PAVEMENT SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\PELEC.VAULT SIGNPARKING EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTELEC.VAULT ELEC.VAULTINFO. SIGN LIMIT SIGNSPEEDSIGNELEC.PANELSIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.ELEC.PED.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. ELEC.PED.ELEC.PED.SIGNINFO. SIGNINFO.SIGNELEC.PED.INFO.SIGN TICKETBOOTH ELEC.PED.ELEC.VAULT SIGNPARKINGL\PSIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGL\PSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGELEC.PED.ELEC.PANELINFO.SIGN SIGNH\C SIGNH\C EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEME NT EDGE OF PAVEMENT EDGE OF PAVEMENT DUCTVAULT FAAMARKER GENERATORPAD BACK FLOWPREVENTER WATERMETEREDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT INFO. SIGN TELE.VAULT ELEC.VAULTL\PL\P L\P L\P L\PL\PELEC.VAULTTELE.VAULTELEC.VAULT W\VENCLOSURE TELE.VAULT ELEC.VAULT SIGNINFO.TELE.MHTELE.MH ELEC.MH.L\PELEC.TRANS. INFO. SIGN ELEC.TRANS. SIGN INFO. SIGNL\PL\PL\PSIGNINFO.ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVE GRAVEL DRIVE SPOIL SIGN STOP SIGN BUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF PA V E M E N T EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT FENCE FENCE FENCEWALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 05 KEY MAP SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 5 \ I L M B P 2 - C G I . d w g Pl o t t e d b y : D a v e S k u r k y Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 1 0 : 3 8 A M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 100% DESIGN 08/09/2024 EROSION CONTROL CONSTRUCTION SEQUENCE - INITIAL PHASE1. OBTAIN ALL NECESSARY PERMITS FROM ALL REGULATORY AUTHORITIES. 2. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. SOFT DIG UTILITIES WITHIN GRADING AREA TO IDENTIFY POTENTIAL CONFLICTS. 3. INSTALL CONSTRUCTION ENTRANCE (CE).4. MAINTAIN NPDES TEMPORARY SEEDING SCHEDULE FOR ALLEXPOSED SOILS FOR THE DURATION OF CONSTRUCTION.5. INSTALL ALL INITIAL EROSION CONTROL MEASURES AS SHOWN. 6. ON-SITE INSPECTION BY INSPECTOR TO APPROVE PERIMETER EROSION CONTROL DEVICES. 7. PROCEED WITH GRADING. 8. REPAIR OR REPLACE ALL EROSION CONTROL MEASURES AS NEEDED. 9. SEED AND MULCH DENUDED AREA, AS REQUIRED, AFTERFINISHED GRADES ARE ESTABLISHED.10. MAINTAIN SOIL EROSION CONTROL MEASURES UNTILPERMANENT GROUND COVER ESTABLISHED. 11. MAINTAIN ALL EROSION CONTROL MEASURES IN THE FINAL PHASE UNTIL AFTER THE PERMANENT PIPES ARE INSTALLED AND THE AREA IS PERMANENTLY STABILIZED 1. EXISTING INFORMATION IS BASED ON:a. JULY 15, 2022 AND JANUARY 12, 2024, SURVEY.b. LOT F IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. c. PH1A PROPOSED DRAINAGE MAY BE EXISTING, IN PROGRESS OF BEING INSTALLED, OR INSTALLED AT TIME OF BIDDING.2. ALL PLAN SHEETS MUST BE PRINTED IN COLOR.3. CONTRACTOR SHALL INSTALL TEMPORARYCONSTRUCTION ENTRANCES WHERE NOTED ON EROSION CONTROL PLANS. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING AND PROTECTING ALL KNOWN UTILITIES DURING CONSTRUCTION. 5. CONTRACTOR SHALL BE RESPONSIBLE FORREVIEWING EROSION CONTROL MEASURESAFTER RAIN EVENTS AND TAKE CORRECTIVEACTIONS AS NEEDED. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR KEEPING THE RAINFALL LOG. 6. ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE AT THE END OF THIS PACKAGE UNLESS OTHERWISE DIRECTED BYTHE RPR OR ENGINEER.7. CONTRACTOR SHALL REGULARLY CHECKEROSION CONTROL MEASURES AS STATED IN THIS CONTRACT AND ENSURE POSITIVE DRAINAGE ACROSS THE JOB SITE. TS CE RSC B RECP LOD PS IP IPEXC. # IST B ST LIMITS OF DISTURBANCE TEMPORARY SILT FENCE GRAVEL CONSTRUCTION ENTRANCE TEMPORARY SEEDING TEMPORARY ROCK SILT CHECK - TYPE B PERMANENT SEEDING FILTER SOCK INLET PROTECTION ROLLED EROSION CONTROL PRODUCTS PROPOSED MINOR CONTOURS PROPOSED MAJOR CONTOURS EXISTING MINOR CONTOURS EXISTING MAJOR CONTOURS PROPOSED STORM PIPE EXISTING STORM PIPE DEMOLITION EXCAVATED DROP INLET PROTECTION ROCK INLET SEDIMENT TRAP - TYPE B SEDIMENT TUBE SF XXX XXX STORM PIPE DEMOLITION FENCE DEMOLITION 1 1 ADDENDUM #1 08/23/20241 STORM SEWE R MA NHOLE RIM 29.28 INV. 1 6 . 8 9 ( W ) STO RM S E W E R MAN HOLE RIM 29.06 INV. 20.05 (N) INV . 2 0.04 (W) STO RM S E W E R MANHO L E RIM 28.91 INV. 13.44 (N) INV. 2 4 . 4 6 ( E ) INV. 1 3 . 4 1 ( S ) STORM S E W E R MAN H OLE RIM 2 8.14 INV . 13.44 (N) INV. 24.46 (E) INV. 24 . 8 2 ( W ) 72 " R C P 72" RCP 18" RC P 18" O VAL STO RM S E W E R YAR D INLET RIM 27.23 INV. 2 4 . 9 6 ( E ) INV . 2 4.99 (W) 18" RC P 18" R C P 18" RC P STO RM S E W E R YAR D INLE T RIM 27.74 INV. 2 4 . 6 7 ( E ) INV . 2 4.53 (W) 18 " R C P 18 " R C P STORM S EWER YAR D INLE T RIM 26.85 INV. 20.65 (N) INV. 2 0 . 6 5 ( S ) 24" RC P RIP-RAP INV. 26.57 INV. 26.89 RIP-RAP INV. 26.34 STO R M S E W E R CUR B INLE T EOP 3 1.81 INV . 2 8.52 (W ) INV. 2 8 . 2 6 ( E ) STOR M SEWER CUR B INLE T EOP 3302 INV. 3 0 . 7 1 ( E ) 15 " R C P SAN I TAR Y SEW E R MAN HOLE RIM 28.72 INV. 16.02 SAN I TAR Y SEW E R MANHO L E RIM 29.26 INV. full of dirt S A N SA N SA N SA N S A N SA N SA N SA N SAN I TAR Y SEW E R MANHO L E RIM 29.91 INV. 15.34 SAN I TAR Y SEW ER MAN HOLE RIM 31.99 INV. 2 1.26 (N) INV . 1 7.03 (W) SAN I TAR Y SEW ER MANHO L E RIM 29.39 INV. 2 3.35 SA N S A N S A N S A N S A N SAN SAN SAN SAN SAN SAN SAN SAN S S S S S S W GAS GA S GA S GA S G AS G A S G A S G G 48 " R CP G GA S GAS GA S GAS GAS GAS GA S GAS 18"R CP INV. 26.23 INV. 25.87 JUNC T ION BOX SANITARY SEWER MANH O L E RIM 2 9.39 INV . 2 3.91 WATER VALV E FIRE HYDR A N T BACK F LOW PREVENTOR WATER METER 8"PV C INV. 27.17 INV. 27.26 RIP- R A P W BACK FLOW PREVENTER WAT E R METER 15"R C P INV. 2 5 . 3 9 HEADWA LL WATER METER HEAD W A L L 15"R C P INV. 25.98 GAS X X X X X CU RB L I N E CURB L INE B-2 BORE LIMIT SIGN SPE E D C-5 S I G N SIGNPARKING SIGNPAR KINGSIGNPAR K I NG SIGNH\C SIGNH\C B-2 BORE CONCRETE MARK E R INFO. C-5 S I G N SIGN SIGNPARKING SIGNPAR KINGSIGNPAR K I NG INFO. SIGN SIGNH\C SIGNH\C X X X X X X X X X X X X X X X X X SIGN STO P SIGN MH MH MH CON C R E TE WALK H\CSIGN CREWCAR X M O D E R N A V I A T I O N A C C E S S R O A D MO DE RN A V I A TI O N DRI V E W A Y A IRP ORT B OULE V A RD AR F F AC C ESS R OAD T E M P R D W Y MO D ER N AVI ATI O N PAR KI N G L O T LOT E AIRPORT BOULEVARD DOLAN DRIVE HE WLE TT D R I V E TRA SK DRI V E LIMIT SIGN SPE E D INF O . S I G N STO P S I G N X X XX X X X X X X XXXXXXXXXXXXXXXXXX X X X X X X X X X X X XX XX XX XX XXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X XXXXXXX XX 29.0 30.0 28.0 29.0 29.0 30.0 3 1.0 30.0 30.0 3 0 . 0 31.0 32. 0 3 3 . 0 3 4 . 0 3 5 . 0 3 6 . 0 SF SF L OD L OD L O D L O D LO D L O D LOD LOD LOD LO D LO D LO D LOD LO D LO D LO D LOD LOD LODL O D LOD L O D LOD LO D LOD LOD L OD TS TS TS SF SFSF SF SF SF SF SF S F SF SF SILT FENCE TO BE INSTALLED IMMEDIATELY AFTER PAVEMENT REMOVAL AND BEFORE UPLAND GRADING BEGINS SILT FENCE FOR PAVEMENTDEMOLITION, TO BE REMOVED BEFORE GRADING OPERATIONS BEGIN SILT FENCE FOR PAVEMENTDEMOLITION, TO BEREMOVED BEFORE GRADING OPERATIONS BEGIN SF S F S F SF SF SF SILT FENCE FOR PAVEMENTDEMOLITION, TO BE REMOVED BEFORE GRADING OPERATIONS BEGIN IF CONTRACTOR IS TO USE THESE AS ACCESS POINTS. A CONSTRUCTIONENTRANCE MUST BE PLACED ANDSEDIMENT IS NOT TO LEAVE THE CONSTRUCTION ZONE. SWEEPING SHOULD BE CONDUCTED DAILY. IF CONTRACTOR IS TO USE THESE AS ACCESS POINTS. A CONSTRUCTION ENTRANCE MUST BE PLACED AND SEDIMENT IS NOT TO LEAVE THE CONSTRUCTION ZONE. SWEEPING SHOULD BE CONDUCTED DAILY. NORTH CG-171 WMM DAS WMM LEGEND MATCHLINE SEE CG-170MATCHLINE SEE CG-169 EROSION AND SEDIMENT CONTROL PLAN INITIAL PHASE (SHEET 5 OF 5) NOTES INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N)INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) STORM SEWERMANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E)INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N)INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALL STORM SEWERMANHOLERIM 24.51INV. 15.24 (NW) INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E)INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWERMANHOLERIM 24.21INV. 13.27 (E)INV. 13.26 (W) STORM SEWERYARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W) STORM SEWERMANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W) STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W) STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S)STORM SEWER YARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W) STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W) STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W) STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N)INV. 21.29 (W)INV. 19.71 (E)INV. 18.48 (S) STORM SEWERYARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W) STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W) INV. 15.79 INV. 15.91INV. 15.83 Allegheny Drive STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S)STORM SEWER CURB INLETRIM 24.50 (EOP)INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP) INV. 13.76 (E) STORM SEWER MANHOLERIM BURIED STORM SEWERMANHOLERIM 23.84INV. 13.35 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S) STORM SEWERYARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W)INV. 19.41 (S) STORM SEWERYARD INLETRIM 27.00 INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33 INV. 20.17 INV. 20.99 INV. 20.37 STORM SEWERYARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWERYARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S) STORM SEWERMANHOLERIM 25.11INV. 6.52 STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPRIP-RAP STORM SEWERMANHOLERIM 22.71INV. 15.46 (E)INV. 14.39 (S)INV. 14.13 (W)STORM SEWERMANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55 INV. 18.89RIP-RAPSTORM SEWERYARD INLETRIM 20.75INV. 7.37 (E) STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N)INV. 17.22 (E)INV. 17.20 (S) STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89 STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90 INV. 23.08 INV. 24.19RIP-RAPINV. 23.98 STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWER YARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWERCURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W) RIP-RAPINV. 26.57 INV. 26.37 INV. 26.36 INV. 25.34 INV. 25.07 INV. 26.89 RIP-RAPINV. 26.34 STORM SEWERCURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWERCURB INLETEOP 3302INV. 30.71 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWERYARD INLETRIM 37.90INV. 33.80 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S)INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W) STORM SEWER CURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S)INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWERCURB INLETEOP 38.96INV. 36.08 (E)INV. 35.90 (W) STORM SEWERMANHOLERIM 41.90INV. 38.91 (S) INV. 37.69 (E)INV. 37.47 (W) STORM SEWERMANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEWERMANHOLERIM 42.01INV. 37.67 (W)INV. 37.62 (S)INV. 37.47 (E) STORM SEWERCURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVED OVER)0 STORM SEWERCURB INLETEOP 30.68 INV. 26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWERYARD INLETRIM 21.60 INV. 13.28 (N) INV.13.29 (S) STORM SEWERMANHOLE RIM 22.36 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM19.46INV. 15.54 (S) STORM SEWERMANHOLE RIM 22.36 INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S)STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV.12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP) INV. 12.77 (N) INV.12.75 (E) M STOP INFO. SIGN INFO. SIGN LIMIT SIGNSPEEDSIGNPARKING SIGNPARKING LIMIT SIGNSPEEDINFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNSIGNSTREET B-9BOREB-7BOREB-2BOREB-6BOREB-4BOREINFO. SIGN EXIT SIGN LIMIT SIGNSPEEDSIGNH\CSIGNH\CSIGNH\C INFO. SIGN INFO. SIGN INFO. SIGN LIMIT SIGNSPEED INFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN SIGNSTREETSIGNYIELD SIGNYIELDSIGNINFO.SIGNSTREET SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. STOP SIGNSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNYIELDSIGNINFO.SIGNILM SIGNINFO. LIGHT POLETRAFFIC PED.TRAFFIC SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. STOP SIGN SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN SIGNPARKING INFO. SIGN LIMIT SIGNSPEEDSIGNSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO.SIGNINFO.SIGN INFO.SIGN SIGNPARKINGSIGNPARKING SIGNPARKINGSIGNPARKING SIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKING STOPSIGNPARKINGSIGNPARKINGSIGNPARKINGINFO.SIGNSIGNH\C SIGNH\C INFO. SIGN SIGNINFO. INFO. SIGN SIGN INFO. SIGN SIGNINFO.L\PL\P L\P L\P P\PP\PP\PP\PP\PP\P P\PP\PG\WG\WG\WG\W G\WG\WG\WG\WG\WSTOP ELEC.VAULTINFO. SIGN INFO. SIGN LIMIT SIGNSPEEDSIGNPARKING SIGNPARKING LIMIT SIGNSPEEDINFO. SIGN INFO. SIGNELEC.VAULT INFO. SIGN INFO. SIGNSIGNSTREETELEC.BOX B-9BOREB-7BORE SWITCHCABINETB-2BOREB-6BOREAT&TVAULTB-4BOREINFO. SIGN OVERHEAD LINEEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT5' SIDEWALK EXIT SIGN PED.BELLSOUTH CONCRETEMARKER LIMIT SIGNSPEEDPEDESTALAT&TPEDESTAL ELEC. CONDUITBLOCKFOOTERCONC.HEADWALL CONC.HEADWALL CONC.HEADWALLCONC.FLUME GRAVELPARKING CONSTRUCTIONTRAILER SIGNH\CSIGNH\CSIGNH\CL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P INFO. SIGN INFO. SIGN INFO. SIGN LIMIT SIGNSPEED L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\P L\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PAT&TPEDESTALL\PP\PL\PINFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PINFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGN L\P STOP SIGNSTOP SIGN TELE.PED.ELEC.MH.TELE.MHELEC.MH. ELEC.MH.ELEC.MH.ELEC.MH.ELEC.MH.TELE.MHTELE.MHTELE.MH TELE.MH TELE.MHTELE.PED.FIBERVAULT ELEC.VAULTSTOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN SIGNSTREETSIGNYIELD PANELELEC. SIGNYIELDSIGNINFO.SIGNSTREET SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. STOP SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF P A V E M E N TL\PL\PSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNYIELDVALVESEWERSIGNINFO.SIGNVAULTELEC.PED.ELEC.METER SIGNILM SIGNINFO.VAULTFIBER LIGHT POLETRAFFIC VAULTFIBERVAULTSIGNAL MARKERFIBER ELEC.METERVAULTFIBERPED.TRAFFIC SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. STOP SIGN L\PVAULTELEC. EDGE OF PAVEMENT EDGE OF PAVEMENT SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\PELEC.VAULT SIGNPARKING EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT ELEC.VAULT ELEC.VAULTINFO. SIGN LIMIT SIGNSPEEDSIGNELEC.PANELSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. ELEC.PED. ELEC.PED.SIGNINFO.SIGNINFO.SIGN ELEC.PED.INFO.SIGN TICKETBOOTHELEC.PED.ELEC.VAULT SIGNPARKINGL\PSIGNPARKING SIGNPARKINGSIGNPARKING SIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKING L\P STOPSIGNPARKINGSIGNPARKINGSIGNPARKINGELEC.PED.ELEC.PANELINFO.SIGNSIGNH\C SIGNH\C EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEME N T EDGE OF PAVEMENT EDGE OF PAVEMENT DUCTVAULT FAAMARKER GENERATORPAD BACK FLOWPREVENTER WATERMETEREDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT INFO. SIGN TELE.VAULT ELEC.VAULTL\PL\P L\P L\P L\PL\PELEC.VAULTTELE.VAULTELEC.VAULTW\VENCLOSURE TELE.VAULT ELEC.VAULTSIGNINFO.TELE.MHTELE.MH ELEC.MH. L\P ELEC.TRANS. INFO. SIGN ELEC.TRANS. SIGN INFO. SIGNL\PL\PL\PSIGNINFO.ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVEGRAVEL DRIVE SPOIL SIGN STOP SIGN BUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT FENCE FENCE FENCEWALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 05 KEY MAP SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 5 \ I L M B P 2 - C G I . d w g Pl o t t e d b y : D a v e S k u r k y Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 1 0 : 3 6 A M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 100% DESIGN 08/09/2024 EROSION CONTROL CONSTRUCTION SEQUENCE - INITIAL PHASE 1. OBTAIN ALL NECESSARY PERMITS FROM ALL REGULATORY AUTHORITIES.2. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIESPRIOR TO ANY EXCAVATION. SOFT DIG UTILITIES WITHINGRADING AREA TO IDENTIFY POTENTIAL CONFLICTS. 3. INSTALL CONSTRUCTION ENTRANCE (CE). 4. MAINTAIN NPDES TEMPORARY SEEDING SCHEDULE FOR ALL EXPOSED SOILS FOR THE DURATION OF CONSTRUCTION. 5. INSTALL ALL INITIAL EROSION CONTROL MEASURES AS SHOWN. 6. ON-SITE INSPECTION BY INSPECTOR TO APPROVE PERIMETEREROSION CONTROL DEVICES.7. PROCEED WITH GRADING.8. REPAIR OR REPLACE ALL EROSION CONTROL MEASURES ASNEEDED. 9. SEED AND MULCH DENUDED AREA, AS REQUIRED, AFTER FINISHED GRADES ARE ESTABLISHED. 10. MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER ESTABLISHED. 11. MAINTAIN ALL EROSION CONTROL MEASURES IN THE FINALPHASE UNTIL AFTER THE PERMANENT PIPES ARE INSTALLEDAND THE AREA IS PERMANENTLY STABILIZED 1. EXISTING INFORMATION IS BASED ON:a. JULY 15, 2022 AND JANUARY 12, 2024, SURVEY.b. LOT F IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. c. PH1A PROPOSED DRAINAGE MAY BE EXISTING, IN PROGRESS OF BEING INSTALLED, OR INSTALLED AT TIME OF BIDDING.2. ALL PLAN SHEETS MUST BE PRINTED IN COLOR.3. CONTRACTOR SHALL INSTALL TEMPORARYCONSTRUCTION ENTRANCES WHERE NOTED ON EROSION CONTROL PLANS. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING AND PROTECTING ALL KNOWN UTILITIES DURING CONSTRUCTION. 5. CONTRACTOR SHALL BE RESPONSIBLE FORREVIEWING EROSION CONTROL MEASURESAFTER RAIN EVENTS AND TAKE CORRECTIVEACTIONS AS NEEDED. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR KEEPING THE RAINFALL LOG. 6. ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE AT THE END OF THIS PACKAGE UNLESS OTHERWISE DIRECTED BYTHE RPR OR ENGINEER.7. CONTRACTOR SHALL REGULARLY CHECKEROSION CONTROL MEASURES AS STATED IN THIS CONTRACT AND ENSURE POSITIVE DRAINAGE ACROSS THE JOB SITE. TS CE RSC B RECP LOD PS IP IPEXC. # IST B ST LIMITS OF DISTURBANCE TEMPORARY SILT FENCE GRAVEL CONSTRUCTION ENTRANCE TEMPORARY SEEDING TEMPORARY ROCK SILT CHECK - TYPE B PERMANENT SEEDING FILTER SOCK INLET PROTECTION ROLLED EROSION CONTROL PRODUCTS PROPOSED MINOR CONTOURS PROPOSED MAJOR CONTOURS EXISTING MINOR CONTOURS EXISTING MAJOR CONTOURS PROPOSED STORM PIPE EXISTING STORM PIPE DEMOLITION EXCAVATED DROP INLET PROTECTION ROCK INLET SEDIMENT TRAP - TYPE B SEDIMENT TUBE SF XXX XXX STORM PIPE DEMOLITION FENCE DEMOLITION 1 ADDENDUM #1 08/23/20241 INV. 11.16 STO RM S E W E R HEADWALL 72" RCP 72 " RC P 72" RCP 72" R C P 72" RC P 72 " RC P STO RM S E W E R CUR B INLE T RIM 22.78 (fut. EOP) INV. 1 3.72 (N) INV. 13.70 (S) 1 5 " R C P STO RM S E W E R YAR D INLE T RIM 20.90 INV . 1 6 . 1 4 ( E ) INV . 1 6 . 1 3 ( S ) STO RM S E W E R YAR D INLE T RIM 21.40 INV . 1 6.44 (W) RIM 2 4 . 2 2 INV. 12.03 (N) INV . 1 1 . 8 2 ( E ) INV . 1 2 . 4 2 ( S ) INV. 11 . 8 6 ( W ) STO RM S E W E R MANHO L E RIM 24.32 INV. 1 2.67 (N) INV . 1 2 . 6 7 ( E ) INV . 1 2 . 6 6 ( S ) 60" R C P 72 " R C P STORM S E W ER MAN HOLE RIM 24.51 INV . 1 5.24 (NW ) INV. 13.23 (NE) 24" RC P 42" RCP 18" R CP 48" R C P 48" RCP STO RM S E W E R CUR B INLE T RIM 2 4 . 6 0 ( E O P ) INV . 1 8 . 3 9 ( S ) STO RM S E W E R CUR B INLE T RIM 2 4 . 5 0 ( E O P ) INV. 1 7.13 (N) INV . 1 3.46 (W) INV. 13.45 (E) STO R M S E W E R MAN HOLE RIM BUR I ED STORM S EWER MAN HOLE RIM 23.84 INV . 1 3 . 3 5 ( S ) STO R M S E W E R YAR D INLE T RIM 21.40 INV . 1 6.44 (W) RIP - RA P INV . 1 3 . 2 3 ( S ) INV. 20.99 INV. 20.37 18" R CP STORM S EWER YAR D INLE T RIM 21.33 INV. 12.12 (N) INV . 1 1 . 9 5 ( E ) 24" RC P 2 4" RCP 3 6 " R C P STORM SEW E R YAR D I N L ET RIM 21. 2 0 I N V. 13.55 (N) INV. 13.54 (S) STO R M S E W E R YAR D INLET RIM 21.60 INV. 13.28 (N) INV. 13.29 (S) STO R M S E W E R MANHO L E RIM 22.36 INV. 11.41 (N) INV. 11.40 (S) STO R M S E W E R YARD INLET RIM 20.65 INV. 15.26 (N) INV. 14.63 (S) STO RM S E W E R YAR D INLET RIM 19.46 INV. 15.54 (S) STO RM S E W E R MAN H OLE RIM 22.36 INV. 15.17 (N) INV . 11.90 (W) INV . 1 1 . 8 9 ( E ) INV. 11.89 (S) STORM SE WER CUR B INLET RIM 23.28 (EOP) INV. 12.37 (W) INV. 12.35 (E) STORM SEW E R CUR B INLE T RIM 2 3 . 3 1 ( E O P) INV. 12.77 (N) INV. 12.75 (E) SAN I TAR Y SEW E R MAN HOLE RIM 2 4.49 INV. 7 .66 SANITARY SEWER MAN HOLE RIM 24.17 INV. 6.62 SAN I TAR Y SEW ER MAN HOLE RIM 24.20 INV. 9.70 SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SAN I TAR Y SEW E R MAN HOLE RIM 24.94 INV. 8.15 SAN SA N SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SA N SA N SA N S AN SA N SA N S A N SAN SA N SA N SAN SAN SA N SAN SAN SAN SAN S A N S A N S A N S A N SAN SAN SAN SAN SAN SAN SAN SAN S S S S S S W W W W W W W W W W SAN SAN SAN SAN G AS G AS G AS G AS GAS GAS GAS GAS GAS GAS GAS GA S G A S G AS G AS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS W W W W W W W W W G A S G AS G AS GAS GAS S A N S A N S A N W W 42" R C P W 42" R C P S GAS GAS G AS GAS GAS G AS GAS GAS GAS GAS INF O . SIGNSTREET INF O . S I G N INF O . S I G N SIGN STO P SI G N STO P SIGN STOP SIGN STOP SIGN NCDOT R\W D ISK 5' SIDE WALK GRA VEL PAR K I N G CONSTRUCTIO N TRAIL E R LEA S E A R E A O THE R S AIR P ORT B OULEVAR D AIRP ORT B OULEVAR D SIGNINFO. C E L L P H ON E L OT AIRPORT BOULEVARD EXISTING 35' LF 60" RCP EX-OUTFALL-001A1 S-01A-04 S-01A-03 S-01A-01S-01A-02 S-01A-10 S-01A-12 S-01A-11 E X I S T IN G 5 0 8 ' L F 7 2 " R C P EXIS T IN G 10 9 ' L F 48" R C P EXISTING 28 1 ' LF 72" R CP EXISTING 54' LF 72" RCP EXISTING 57' LF 72" RCP EXI S T I N G 9 3' LF 1 8" R C P EXISTIN G 1 14' LF 24" R CP E XIS TING 150' LF 24" RCP 12 0 LF 15 " CL III RCP @ 0. 30 % 105 L F 1 8" C L I I I R CP @ 0 .2 0% EXISTIN G 49 9 ' LF 72 " RC P EXI STING 134' LF 72" RCP 23 LF 15" CL III RCP @ 0.48% 12 0 L F 1 8 " C L I I I R C P @ 0 . 4 0 % 120 LF 18" CL III RCP @ 0.20% 127 LF 15" CL III RCP @ 0.50% 77 LF 1 5" CL III R CP @ 0 .94% S-01-06 35 LF 15" CL III RCP @ 0.50% S-01-01 S-01A-13 74 LF 15" CL III RCP @ 0.50% 22.0 2 2 . 0 23.0 23.0 23.0 2 3 . 0 24 . 0 2 4 .0 25.0 26.0 26.0 23.0 24.0 24.0 25.0 2 5.0 24.0 25.0 23. 0 24.0 25.0 SF SF SF SF S F S F S F S F SF S F SF S F S F SF S F S FIST B LO D LO D LO DLODLODLOD LOD L OD L OD L OD LODLOD L O D L O D LO D L O D LO D LO D LO D LOD LO D LOD LO D LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LODLODLODLODLOD L O D 25 24.5 24.5 24.5 24 24 23 24 24.5 24.5 23 24 2 4 24 2 3 . 5 23.5 23.5 24.5 24.5 24.5 2 4.5 24.5 24 . 5 24.5 24242425 2 5 2 5 252525 24 . 5 24 . 5 24. 5 RECP RECP S F SF SF IST B IST B RECP CONTRACTOR TO STOP AND CONTINUE SILT FENCE ATEXISTING FENCE CROSSINGS IP SEE EXCAVATED DROP INLET PROTECTION NOTES ON FINAL PHASE SHEETS (TYP.) PS PS IP IPIP IPEXC. #23 IPEXC. #24 IPEXC. #27 IPEXC. #28 NORTH CG-172 WMM DAS WMM LEGEND MA T C H L I N E S E E C G - 1 7 3 MATCHLINE SEE CG-174 EROSION AND SEDIMENT CONTROL PLAN FINAL PHASE (SHEET 1 OF 5) NOTES INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N)INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) STORM SEWERMANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E)INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N)INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALL STORM SEWERMANHOLERIM 24.51INV. 15.24 (NW) INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E)INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWERMANHOLERIM 24.21INV. 13.27 (E)INV. 13.26 (W) STORM SEWERYARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W) STORM SEWERMANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W) STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W) STORM SEWER MANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S)STORM SEWER YARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W) STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W) STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W) STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N)INV. 21.29 (W)INV. 19.71 (E)INV. 18.48 (S) STORM SEWERYARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W) STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W) INV. 15.79 INV. 15.91INV. 15.83 Alleghe n y Drive STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S)STORM SEWER CURB INLETRIM 24.50 (EOP)INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP) INV. 13.76 (E) STORM SEWERMANHOLERIM BURIED STORM SEWERMANHOLERIM 23.84INV. 13.35 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S) STORM SEWERYARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W)INV. 19.41 (S) STORM SEWERYARD INLETRIM 27.00 INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33 INV. 20.17 INV. 20.99 INV. 20.37 STORM SEWERYARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWERYARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S) STORM SEWERMANHOLERIM 25.11INV. 6.52 STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPRIP-RAP STORM SEWERMANHOLERIM 22.71INV. 15.46 (E)INV. 14.39 (S)INV. 14.13 (W)STORM SEWERMANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWERYARD INLETRIM 20.75INV. 7.37 (E) STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N)INV. 17.22 (E)INV. 17.20 (S) STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89 STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90 INV. 23.08 INV. 24.19RIP-RAPINV. 23.98 STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWER YARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWERCURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWER CURB INLETEOP 29.04INV. 25.52 (W) RIP-RAPINV. 26.57 INV. 26.37 INV. 26.36 INV. 25.34 INV. 25.07 INV. 26.89 RIP-RAPINV. 26.34 STORM SEWERCURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWERCURB INLETEOP 3302INV. 30.71 (E) STORM SEWER CURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWERYARD INLETRIM 37.90INV. 33.80 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S)INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W) STORM SEWER CURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S)INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWERCURB INLETEOP 38.96INV. 36.08 (E)INV. 35.90 (W) STORM SEWERMANHOLERIM 41.90INV. 38.91 (S) INV. 37.69 (E)INV. 37.47 (W) STORM SEWERMANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEWERMANHOLERIM 42.01INV. 37.67 (W)INV. 37.62 (S)INV. 37.47 (E) STORM SEWERCURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVEDOVER)0 STORM SEWERCURB INLETEOP 30.68 INV. 26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWERYARD INLETRIM 21.60 INV. 13.28 (N) INV.13.29 (S) STORM SEWERMANHOLE RIM 22.36 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM19.46INV. 15.54 (S) STORM SEWERMANHOLE RIM 22.36 INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S)STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV.12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP)INV. 12.77 (N) INV.12.75 (E) M STOP INFO. SIGN INFO. SIGN LIMIT SIGNSPEEDSIGNPARKING SIGNPARKING LIMIT SIGNSPEED INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNSIGNSTREET B-9BORE B-7BORE B-2BOREB-6BORE B-4BORE INFO. SIGN EXIT SIGN LIMIT SIGNSPEEDSIGNH\C SIGNH\C SIGNH\CINFO. SIGNINFO. SIGNINFO. SIGN LIMIT SIGNSPEED INFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN SIGNSTREETSIGNYIELDSIGNYIELDSIGNINFO.SIGNSTREET SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. SIGNYIELDSIGNINFO. SIGNILM SIGNINFO. LIGHT POLETRAFFIC PED.TRAFFIC SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN SIGNPARKING INFO. SIGN LIMIT SIGNSPEEDSIGNSIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO.SIGN INFO.SIGN SIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGINFO.SIGN SIGNH\C SIGNH\C INFO. SIGN SIGNINFO. INFO. SIGN SIGN INFO. SIGN SIGNINFO.L\PL\PL\P L\P P\PP\PP\PP\PP\PP\P P\PP\PG\WG\WG\WG\W G\WG\WG\WG\WG\WSTOP ELEC.VAULT INFO. SIGN INFO. SIGN LIMIT SIGNSPEEDSIGNPARKING SIGNPARKING LIMIT SIGNSPEED INFO. SIGN INFO. SIGNELEC.VAULT INFO. SIGN INFO. SIGNSIGNSTREET ELEC.BOXB-9BORE B-7BORE SWITCHCABINET B-2BOREB-6BOREAT&TVAULT B-4BORE INFO. SIGN OVERHEAD LINEEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT 5' SIDEWALK EXIT SIGN PED.BELLSOUTHCONCRETEMARKER LIMIT SIGNSPEEDPEDESTAL AT&TPEDESTAL ELEC. CONDUIT BLOCKFOOTER CONC.HEADWALL CONC.HEADWALLCONC.HEADWALLCONC.FLUME GRAVELPARKING CONSTRUCTIONTRAILERSIGNH\C SIGNH\C SIGNH\CL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PINFO. SIGNINFO. SIGNINFO. SIGN LIMIT SIGNSPEEDL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\P L\P L\PL\PL\PAT&TPEDESTALL\PP\PL\PINFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN L\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PINFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGNL\PSTOP SIGNSTOP SIGN TELE.PED.ELEC.MH.TELE.MHELEC.MH. ELEC.MH.ELEC.MH. ELEC.MH.ELEC.MH. TELE.MHTELE.MHTELE.MH TELE.MH TELE.MHTELE.PED.FIBERVAULTELEC.VAULT STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN SIGNSTREETSIGNYIELDPANELELEC.SIGNYIELDSIGNINFO.SIGNSTREET SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEME N T EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMEN T EDGE OF PAVEMENTL\PL\P SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. SIGNYIELDVALVESEWERSIGNINFO. SIGNVAULT ELEC.PED.ELEC.METER SIGNILM SIGNINFO.VAULTFIBER LIGHT POLETRAFFIC VAULTFIBERVAULTSIGNAL MARKERFIBERELEC.METERVAULTFIBERPED.TRAFFIC SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN L\PVAULTELEC. EDGE OF PAVEMENT EDGE OF PAVEMENT SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\PELEC.VAULT SIGNPARKING EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTELEC.VAULT ELEC.VAULTINFO. SIGN LIMIT SIGNSPEEDSIGNELEC.PANELSIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.ELEC.PED.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. ELEC.PED.ELEC.PED.SIGNINFO. SIGNINFO.SIGNELEC.PED.INFO.SIGN TICKETBOOTH ELEC.PED.ELEC.VAULT SIGNPARKINGL\PSIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGL\PSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGELEC.PED.ELEC.PANELINFO.SIGN SIGNH\C SIGNH\C EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEME NT EDGE OF PAVEMENT EDGE OF PAVEMENT DUCTVAULT FAAMARKER GENERATORPAD BACK FLOWPREVENTER WATERMETEREDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT INFO. SIGN TELE.VAULT ELEC.VAULTL\PL\P L\P L\P L\PL\PELEC.VAULTTELE.VAULTELEC.VAULT W\VENCLOSURE TELE.VAULT ELEC.VAULT SIGNINFO.TELE.MHTELE.MH ELEC.MH.L\PELEC.TRANS. INFO. SIGN ELEC.TRANS. SIGN INFO. SIGNL\PL\PL\PSIGNINFO.ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVE GRAVEL DRIVE SPOIL SIGN STOP SIGN BUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF PA V E M E N T EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT FENCE FENCE FENCEWALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 05 KEY MAP EROSION CONTROL CONSTRUCTION SEQUENCE - FINAL PHASE1. INSTALL ALL PERMANENT STORM PIPES AND STRUCTURES. 2. REQUEST FINAL APPROVAL BY CONSTRUCTION INSPECTOR. 3. REMOVE ALL TEMPORARY SOIL EROSION CONTROL MEASURES AND STABILIZE THESE AREAS. SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 5 \ I L M B P 2 - C G F . d w g Pl o t t e d b y : D a v e S k u r k y Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 1 0 : 4 6 A M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 100% DESIGN 08/09/2024 1. EXISTING INFORMATION IS BASED ON:a. JULY 15, 2022 AND JANUARY 12, 2024, SURVEY.b. LOT F IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. c. PH1A PROPOSED DRAINAGE MAY BE EXISTING, IN PROGRESS OF BEING INSTALLED, OR INSTALLED AT TIME OF BIDDING.2. ALL PLAN SHEETS MUST BE PRINTED IN COLOR.3. CONTRACTOR SHALL INSTALL TEMPORARYCONSTRUCTION ENTRANCES WHERE NOTED ON EROSION CONTROL PLANS. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING AND PROTECTING ALL KNOWN UTILITIES DURING CONSTRUCTION. 5. CONTRACTOR SHALL BE RESPONSIBLE FORREVIEWING EROSION CONTROL MEASURESAFTER RAIN EVENTS AND TAKE CORRECTIVEACTIONS AS NEEDED. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR KEEPING THE RAINFALL LOG. 6. ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE AT THE END OF THIS PACKAGE UNLESS OTHERWISE DIRECTED BYTHE RPR OR ENGINEER.7. CONTRACTOR SHALL REGULARLY CHECKEROSION CONTROL MEASURES AS STATED IN THIS CONTRACT AND ENSURE POSITIVE DRAINAGE ACROSS THE JOB SITE. TS CE RSC B RECP LOD PS IP IPEXC. # IST B ST LIMITS OF DISTURBANCE TEMPORARY SILT FENCE GRAVEL CONSTRUCTION ENTRANCE TEMPORARY SEEDING TEMPORARY ROCK SILT CHECK - TYPE B PERMANENT SEEDING FILTER SOCK INLET PROTECTION ROLLED EROSION CONTROL PRODUCTS PROPOSED MINOR CONTOURS PROPOSED MAJOR CONTOURS EXISTING MINOR CONTOURS EXISTING MAJOR CONTOURS PROPOSED STORM PIPE EXISTING STORM PIPE DEMOLITION EXCAVATED DROP INLET PROTECTION ROCK INLET SEDIMENT TRAP - TYPE B SEDIMENT TUBE SF XXX XXX STORM PIPE DEMOLITION FENCE DEMOLITION EXCAVATED DROP INLET PROTECTION NOTES:1. EXCAVATION IS TO OCCUR PRIOR TO MASS LAND GRADINGOPERATIONS.2. CONTOURS SHOWN ARE APPROXIMATE. CONTRACTOR TO ENSURE BOTTOM OF EXCAVATION IS AT LEAST 2.0FT BELOW DRAINAGE STRUCTURE RIM ELEVATION TO ENSURE ADEQUATE SEDIMENT STORAGE. 3. CONTRACTOR TO ENSURE THE ENTIRE DRAINAGE STRUCTURE IS LOCATED WITHIN THE BOTTOM OF THE EXCAVATION.4. CONTOUR ELEVATIONS, SIDE SLOPES, AND SURFACE AREAS OFEACH CAN BE FOUND ON DETAIL SHEET CG-185.5. CONTRACTOR TO REMOVE SEDIMENT ACCUMULATION AND GRADE PER FINAL CONTOURS BEFORE PAVING OPERATIONS BEGIN. 1 ADDENDUM #1 08/23/2024 1 1 1 1 INV. 10.53 STORM S E W ER HEADWALL STO R M S E W E R YAR D INLET RIM 20.74 INV . 1 0.84 (W ) INV. 10.35 (N) INV . 9 .74 (S) STOR M S EWER MAN HOLE RIM 25.11 INV. 6.52 STORM SEWER MANHOLERIM 23.52INV. 12.73 (E) 48 " R C P INV. 12.68 (W) RIP-RAP RIP-RAP STORM S E W ER MANHO L E RIM 2 2 . 7 1 INV . 1 5 . 4 6 ( E ) INV . 1 4 . 3 9 ( S ) INV . 1 4.13 (W) STO R M S E W E R MAN HOLE RIM 23.46 INV. 15.37 (E) INV. 15.33 (N) INV. 19.55 INV. 1 8.89 RIP-RAP STO R M S E W E R YAR D INLE T RIM 20.75 INV . 7.3 7 ( E ) STORM S E W ER YAR D INLE T RIM 23.00 INV . 1 7.29 (W) INV. 1 7.44 (N) INV . 1 7 . 2 2 ( E ) INV . 1 7 . 2 0 ( S ) STO RM S E W E R MAN HOLE RIM 25.75 INV. 1 4.54 (N) INV . 1 7 . 5 0 ( S ) INV. 14 . 4 3 ( W ) 36" RCP INV . 9 .89 STORM S E W ER YAR D INLE T RIM 2 2 . 8 5 INV. 18.22 (N) 36" R CP 24" RCPRIP-RAP INV. 18.47 STO R M S E W E R YAR D INLE T RIM 24.74 INV . 2 2 . 4 8 ( E ) INV . 1 9.09 (W) 18" RCP 15" R C P RIP-RAP INV. 22.67 INV. 2 2.90 INV. 23.08 INV. 24.19 RIP-RAP INV. 23.98 STO R M S E W E R YAR D INLET RIM 25.40 INV . 2 2 . 4 2 ( E ) INV . 1 9 . 1 9 ( S ) SAN W 1 5 "R C P 1 5 " R C P 15"R CP 2 4 "R C P 2 4 "R C P SAN SAN SAN S GAS GAS GA S W W WW W INV. 10.78 WING WALL WING WALL WALL WING WALL INV. 10.69 INV. 10.17 INV. 9.99 WING X X X SIGNH\C X X X L OT B LOT A TR AD EWI N D S D R I VE INT ER I M TER M I NA L CU R B F RO N T EX-OUTFALL-001A2 S-01-12S-01-10 S-01-13S-01-11 S-01-15 S-01-03 S-01-09 S-01-05 S-01-14 S-01-04S-01-02 118 LF 42" CL III RCP @ 1.04% 12 0 LF 15 " CL III RCP @ 0. 94 % 12 0 L F 1 5 " C L I I I R C P @ 1 . 0 0 % 129 LF 3 0" C L III R CP @ 0 .2 5% 63 LF 24" CL III RCP @ 0.21% 23 LF 15" CL III RCP @ 0.48% 39 LF 15" CL III RCP @ 0.43% 147 LF 24" CL III RCP @ 0.51% 22 7 LF 48 " CL III RCP @ 1. 00 % 120 LF 48" CL III RCP @ 0.50% 84 LF 42" CL III RCP @ 0.85% E X I S TI N G 4 0 2 ' L F 4 8 " R C P 227 LF 24" CL III RCP @ 0.49% S-01-20A S-01-16 S-01-17 42 LF 24" CL III RCP @ 0.12% EX_S-01-17A 31 LF 24 " C L III R C P @ 0. 29 % S-01-07 S-01-06B S-01-06A 35 LF 15" CL III RCP @ 0.50% 35 LF 15" CL III RCP @ 0.50% 22.0 23.0 24.0 2 5 . 0 22. 0 23.0 2 4 .0 2 5 .0 26.0 S F SF SF SF SF SF SF SF SF SF SF SF SF LO D LOD LOD LOD LO D LOD LO D LOD LOD LOD LOD LOD LOD L O D L OD LO DLOD LOD LOD LOD LOD LODLOD 24.5 25 2 6 2 7 2 8 2 9 3 0 24 31 2 6 2 6 2 6 .5 2 6 . 5 26.5 26.5 IP IP IP RECP IST B IST B IST B IST B IP INSTALL ALL SILT FENCE SHOWN ON FINAL PHASE SHEETS PRIOR TO GRADING OPERATIONS IP IP RECP RECP IST B PS PS PS PS IPEXC. #25 IPEXC. #26 IPEXC. #29 IPEXC. #30 NORTH CG-173 WMM DAS WMM LEGENDMATCHLINE SEE CG-175 MA T C H L I N E S E E C G - 1 7 2 EROSION AND SEDIMENT CONTROL PLAN FINAL PHASE (SHEET 2 OF 5) NOTES 1. EXISTING INFORMATION IS BASED ON:a. JULY 15, 2022 AND JANUARY 12, 2024, SURVEY.b. NOVEMBER LOT IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. c. PH1A DEMO WORK MAY BE EXISTING, IN PROGRESS OF BEING DEMOLISHED, OR DEMOLISHED AT TIME OF BIDDING 2. ALL PLAN SHEETS MUST BE PRINTED IN COLOR.3. CONTRACTOR SHALL INSTALL TEMPORARYCONSTRUCTION ENTRANCES WHERE NOTEDON EROSION CONTROL PLANS. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING AND PROTECTING ALL KNOWN UTILITIES DURING CONSTRUCTION. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING EROSION CONTROL MEASURESAFTER RAIN EVENTS AND TAKE CORRECTIVEACTIONS AS NEEDED. CONTRACTOR SHALLALSO BE RESPONSIBLE FOR KEEPING THE RAINFALL LOG. 6. ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE AT THE END OF THIS PACKAGE UNLESS OTHERWISE DIRECTED BY THE RPR OR ENGINEER.7. CONTRACTOR SHALL REGULARLY CHECKEROSION CONTROL MEASURES AS STATED INTHIS CONTRACT AND ENSURE POSITIVE DRAINAGE ACROSS THE JOB SITE. INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N)INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) STORM SEWERMANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E)INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N)INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALL STORM SEWERMANHOLERIM 24.51INV. 15.24 (NW) INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E)INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWERMANHOLERIM 24.21INV. 13.27 (E)INV. 13.26 (W) STORM SEWERYARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W) STORM SEWERMANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W) STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W) STORM SEWER MANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S)STORM SEWER YARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W) STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W) STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W) STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N)INV. 21.29 (W)INV. 19.71 (E)INV. 18.48 (S) STORM SEWERYARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W) STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W) INV. 15.79 INV. 15.91INV. 15.83 Alleghe n y Drive STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S)STORM SEWER CURB INLETRIM 24.50 (EOP)INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP) INV. 13.76 (E) STORM SEWERMANHOLERIM BURIED STORM SEWERMANHOLERIM 23.84INV. 13.35 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S) STORM SEWERYARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W)INV. 19.41 (S) STORM SEWERYARD INLETRIM 27.00 INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33 INV. 20.17 INV. 20.99 INV. 20.37 STORM SEWERYARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWERYARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S) STORM SEWERMANHOLERIM 25.11INV. 6.52 STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPRIP-RAP STORM SEWERMANHOLERIM 22.71INV. 15.46 (E)INV. 14.39 (S)INV. 14.13 (W)STORM SEWERMANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWERYARD INLETRIM 20.75INV. 7.37 (E) STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N)INV. 17.22 (E)INV. 17.20 (S) STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89 STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90 INV. 23.08 INV. 24.19RIP-RAPINV. 23.98 STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWER YARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWERCURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWER CURB INLETEOP 29.04INV. 25.52 (W) RIP-RAPINV. 26.57 INV. 26.37 INV. 26.36 INV. 25.34 INV. 25.07 INV. 26.89 RIP-RAPINV. 26.34 STORM SEWERCURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWERCURB INLETEOP 3302INV. 30.71 (E) STORM SEWER CURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWERYARD INLETRIM 37.90INV. 33.80 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S)INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W) STORM SEWER CURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S)INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWERCURB INLETEOP 38.96INV. 36.08 (E)INV. 35.90 (W) STORM SEWERMANHOLERIM 41.90INV. 38.91 (S) INV. 37.69 (E)INV. 37.47 (W) STORM SEWERMANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEWERMANHOLERIM 42.01INV. 37.67 (W)INV. 37.62 (S)INV. 37.47 (E) STORM SEWERCURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVEDOVER)0 STORM SEWERCURB INLETEOP 30.68 INV. 26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWERYARD INLETRIM 21.60 INV. 13.28 (N) INV.13.29 (S) STORM SEWERMANHOLE RIM 22.36 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM19.46INV. 15.54 (S) STORM SEWERMANHOLE RIM 22.36 INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S)STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV.12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP)INV. 12.77 (N) INV.12.75 (E) M STOP INFO. SIGN INFO. SIGN LIMIT SIGNSPEEDSIGNPARKING SIGNPARKING LIMIT SIGNSPEED INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNSIGNSTREET B-9BORE B-7BORE B-2BOREB-6BORE B-4BORE INFO. SIGN EXIT SIGN LIMIT SIGNSPEEDSIGNH\C SIGNH\C SIGNH\CINFO. SIGNINFO. SIGNINFO. SIGN LIMIT SIGNSPEED INFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN SIGNSTREETSIGNYIELDSIGNYIELDSIGNINFO.SIGNSTREET SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. SIGNYIELDSIGNINFO. SIGNILM SIGNINFO. LIGHT POLETRAFFIC PED.TRAFFIC SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN SIGNPARKING INFO. SIGN LIMIT SIGNSPEEDSIGNSIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO.SIGN INFO.SIGN SIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGINFO.SIGN SIGNH\C SIGNH\C INFO. SIGN SIGNINFO. INFO. SIGN SIGN INFO. SIGN SIGNINFO.L\PL\PL\P L\P P\PP\PP\PP\PP\PP\P P\PP\PG\WG\WG\WG\W G\WG\WG\WG\WG\WSTOP ELEC.VAULT INFO. SIGN INFO. SIGN LIMIT SIGNSPEEDSIGNPARKING SIGNPARKING LIMIT SIGNSPEED INFO. SIGN INFO. SIGNELEC.VAULT INFO. SIGN INFO. SIGNSIGNSTREET ELEC.BOXB-9BORE B-7BORE SWITCHCABINET B-2BOREB-6BOREAT&TVAULT B-4BORE INFO. SIGN OVERHEAD LINEEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT 5' SIDEWALK EXIT SIGN PED.BELLSOUTHCONCRETEMARKER LIMIT SIGNSPEEDPEDESTAL AT&TPEDESTAL ELEC. CONDUIT BLOCKFOOTER CONC.HEADWALL CONC.HEADWALLCONC.HEADWALLCONC.FLUME GRAVELPARKING CONSTRUCTIONTRAILERSIGNH\C SIGNH\C SIGNH\CL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PINFO. SIGNINFO. SIGNINFO. SIGN LIMIT SIGNSPEEDL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\P L\P L\PL\PL\PAT&TPEDESTALL\PP\PL\PINFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN L\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PINFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGNL\PSTOP SIGNSTOP SIGN TELE.PED.ELEC.MH.TELE.MHELEC.MH. ELEC.MH.ELEC.MH. ELEC.MH.ELEC.MH. TELE.MHTELE.MHTELE.MH TELE.MH TELE.MHTELE.PED.FIBERVAULTELEC.VAULT STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN SIGNSTREETSIGNYIELDPANELELEC.SIGNYIELDSIGNINFO.SIGNSTREET SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEME N T EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMEN T EDGE OF PAVEMENTL\PL\P SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. SIGNYIELDVALVESEWERSIGNINFO. SIGNVAULT ELEC.PED.ELEC.METER SIGNILM SIGNINFO.VAULTFIBER LIGHT POLETRAFFIC VAULTFIBERVAULTSIGNAL MARKERFIBERELEC.METERVAULTFIBERPED.TRAFFIC SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN L\PVAULTELEC. EDGE OF PAVEMENT EDGE OF PAVEMENT SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\PELEC.VAULT SIGNPARKING EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTELEC.VAULT ELEC.VAULTINFO. SIGN LIMIT SIGNSPEEDSIGNELEC.PANELSIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.ELEC.PED.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. ELEC.PED.ELEC.PED.SIGNINFO. SIGNINFO.SIGNELEC.PED.INFO.SIGN TICKETBOOTH ELEC.PED.ELEC.VAULT SIGNPARKINGL\PSIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGL\PSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGELEC.PED.ELEC.PANELINFO.SIGN SIGNH\C SIGNH\C EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEME NT EDGE OF PAVEMENT EDGE OF PAVEMENT DUCTVAULT FAAMARKER GENERATORPAD BACK FLOWPREVENTER WATERMETEREDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT INFO. SIGN TELE.VAULT ELEC.VAULTL\PL\P L\P L\P L\PL\PELEC.VAULTTELE.VAULTELEC.VAULT W\VENCLOSURE TELE.VAULT ELEC.VAULT SIGNINFO.TELE.MHTELE.MH ELEC.MH.L\PELEC.TRANS. INFO. SIGN ELEC.TRANS. SIGN INFO. SIGNL\PL\PL\PSIGNINFO.ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVE GRAVEL DRIVE SPOIL SIGN STOP SIGN BUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF PA V E M E N T EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT FENCE FENCE FENCEWALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 05 KEY MAP EROSION CONTROL CONSTRUCTION SEQUENCE - FINAL PHASE1. INSTALL ALL PERMANENT STORM PIPES AND STRUCTURES. 2. REQUEST FINAL APPROVAL BY CONSTRUCTION INSPECTOR. 3. REMOVE ALL TEMPORARY SOIL EROSION CONTROL MEASURES AND STABILIZE THESE AREAS. SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 5 \ I L M B P 2 - C G F . d w g Pl o t t e d b y : D a v e S k u r k y Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 1 0 : 5 2 A M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 100% DESIGN 08/09/2024 TS CE RSC B RECP LOD PS IP IPEXC. # IST B ST LIMITS OF DISTURBANCE TEMPORARY SILT FENCE GRAVEL CONSTRUCTION ENTRANCE TEMPORARY SEEDING TEMPORARY ROCK SILT CHECK - TYPE B PERMANENT SEEDING FILTER SOCK INLET PROTECTION ROLLED EROSION CONTROL PRODUCTS PROPOSED MINOR CONTOURS PROPOSED MAJOR CONTOURS EXISTING MINOR CONTOURS EXISTING MAJOR CONTOURS PROPOSED STORM PIPE EXISTING STORM PIPE DEMOLITION EXCAVATED DROP INLET PROTECTION ROCK INLET SEDIMENT TRAP - TYPE B SEDIMENT TUBE SF XXX XXX STORM PIPE DEMOLITION FENCE DEMOLITION EXCAVATED DROP INLET PROTECTION NOTES:1. EXCAVATION IS TO OCCUR PRIOR TO MASS LAND GRADINGOPERATIONS.2. CONTOURS SHOWN ARE APPROXIMATE. CONTRACTOR TO ENSURE BOTTOM OF EXCAVATION IS AT LEAST 2.0FT BELOW DRAINAGE STRUCTURE RIM ELEVATION TO ENSURE ADEQUATE SEDIMENT STORAGE. 3. CONTRACTOR TO ENSURE THE ENTIRE DRAINAGE STRUCTURE IS LOCATED WITHIN THE BOTTOM OF THE EXCAVATION.4. CONTOUR ELEVATIONS, SIDE SLOPES, AND SURFACE AREAS OFEACH CAN BE FOUND ON DETAIL SHEET CG-185.5. CONTRACTOR TO REMOVE SEDIMENT ACCUMULATION AND GRADE PER FINAL CONTOURS BEFORE PAVING OPERATIONS BEGIN. 1 ADDENDUM #1 08/23/2024 1 1 1 STORM S E W ER MAN HOLE RIM 2 4 . 2 2 INV. 12.03 (N) INV . 1 1 . 8 2 ( E ) INV . 1 2 . 4 2 ( S ) INV. 11 . 8 6 ( W ) 72" RC P 48" RCP 60" RC P 24" RC P STO RM S E W E R YAR D INLE T RIM 19.40 INV. 16.23 (N) INV . 1 6 . 2 6 ( S ) STOR M S EWER YAR D INLE T RIM 22.11 INV . 1 7 . 9 8 ( E ) INV . 1 7 . 8 7 ( S ) STO RM S E W E R MANHO L E RIM 24.12 INV . 1 2 . 2 2 ( E ) INV . 1 2.22 (W) STORM S E W ER MANHO L E RIM 2 4 . 2 1 INV . 1 3 . 2 7 ( E ) INV . 1 3.26 (W) 48 " RC P 72 " RC P STO RM S E W E R YARD INLE T RIM 23.30 INV . 1 4 . 3 6 ( E ) INV . 1 4.32 (W) STO R M S E W E R MANHO L E RIM 27.81 INV . 1 5 . 7 5 ( E ) INV . 1 5.75 (W) 48" RC P 48" RC P 18" RC P STO R M S E W E R YAR D INLE T RIM 26.71 INV. 23.30 (E) INV . 2 3.28 (W) 30" R C P STO RM S E W E R YAR D INLE T RIM 25.28 INV. 18.50 (N) INV . 2 1.29 (W) INV . 1 9 . 7 1 ( E ) INV . 1 8 . 4 8 ( S ) 3 0 " R C P STO R M S E W E R YAR D INLE T RIM 23.30 INV . 1 5 . 2 3 ( E ) INV . 1 5.23 (W) STORM S E W ER YAR D INLE T RIM 2 4 . 8 0 INV . 1 5 . 6 3 ( E ) INV . 1 5.61 (W) 42" RCP INV. 1 5.79 I N V . 1 5 . 9 1 I N V . 1 5 . 8 3 STORM S E W ER YAR D INLE T RIM 21.15 INV . 1 4 . 4 5 ( E ) INV . 1 3 . 9 1 ( S ) STO RM S E W E R YAR D INLE T RIM 22.00 INV . 1 6 . 9 8 ( E ) INV . 1 6.45 (W) SAN SAN SAN SAN SAN SAN SAN SAN SANITARY SEWER MAN HOLE RIM 25.08 INV. 11.50 SAN I TAR Y SEW E R MAN HOLE RIM 27.00 INV. sea l ed SAN I TAR Y SEW ER MANHO LE RIM 26.56 INV. sea l ed SAN I TAR Y SEW E R MAN HOLE RIM 2 7 . 1 4 INV. 14.83SANITARY SEWER MAN HOLE RIM 28.78 SAN I TAR Y SEW E R MANHO L E RIM 24.70 INV. sealed SAN I TAR Y SEW ER MAN HOLE RIM 24.29 INV . s ealed SA N SA N SA N S A N SAN S S S S S S W W W W W W GA S GA S GA S GAS GAS GA S GA S GA S W W GAS CONC. HEADWALL CONC. HEA D W A L L CONC. HEADWALL CONC. FLU M E STORM S E W ER MAN HOLE RIM 2 4 . 2 1 INV . 1 3 . 2 7 ( E ) INV . 1 3.26 (W) B-9 BOR E B-7 BOR E B-6 BORE B-4 BORE C-5 SI G N B-5 SIGN B-4 SIGN C-4 SIGN B-9 BOR E B-7 BOR E B-6 BORE B-4 BORE C-5 SI G N B-5 SIGN B-4 SIGN C-4 SIGN A I R P O R T B L V D LOT F H E W LETT D RIV E XX XX XX SIGNPAR K I NG INF O . S I G N STOP SIGN S-01-25 S-01B-04 S-01B-02 S-01A-05 S-01A-08 S-01A-06 S-01B-03 S-01B-05 S-01B-01 S-01C-01 S-01B-06 EXIS T IN G 10 9 ' L F 48" R C P EX I S T I N G 8 80' L F 7 2" R CP EX I ST I NG 336' LF 48" RC P EX I S T I N G 3 7 1 ' LF 4 8 " R CP 92 LF 42" CL III RCP @ 0.25% 12 0 L F 2 4 " C L I I I R C P @ 0 . 5 0 % 103 LF 24" CL III RCP @ 0.46% 19 0 L F 2 4 " C L I I I R C P @ 0 . 5 3 % 13 0 L F 1 8 " C L I I I R C P @ 0 . 5 4 % 12 0 L F 1 8 " C L I I I R C P @ 0 . 4 0 % 107 LF 18" CL III RCP @ 0.50% 155 LF 36" CL III RCP @ 0.35% 107 LF 18" CL III RCP @ 0.50% 107 LF 18" CL III RCP @ 0.50% 129 LF 30" CL III RCP @ 0.50% 168 LF 18" CL III RCP @ 0.41% 107 LF 24" CL III RCP @ 0.50%25. 0 2 5 . 0 26. 0 26. 0 2 6 . 0 27.0 28.0 28.0 28.0 26 . 0 26. 0 26. 0 27. 0 28. 0 2 7 . 0 28.0 29.0 L O D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LOD LO D LO D LOD LO D L O D LO D LO D LO D LO D LO D LO D LOD 23 24 2 5 25 26 27 28 23.5 2 3 . 5 23.5 24.5 24.5 2 4 .5 2 4 . 5 2 5 . 5 25.5 26 . 5 26.5 2 6 .5 27.5 28.5 25 25 24.5 24 . 5 24. 5 25.5 25.5 2 5.5 25.5 IST B SF S F 24 2 5 26 27 2 7 27 28 2 3.5 2 4 . 5 25.5 2 5 . 5 2 5 . 5 2 6.5 27.5 CONTRACTOR TO STOP AND CONTINUE SILT FENCE AT EXISTING FENCE CROSSINGS PS IPEXC. #1 IPEXC. #2 IPEXC. #5 IPEXC. #6 IPEXC. #12 IPEXC. #16 IPEXC. #11 IPEXC. #15 IPEXC. #19 IPEXC. #20 NORTH CG-174 WMM DAS WMM LEGEND MA T C H L I N E S E E C G - 1 7 5 MATCHLINE SEE CG-176 MATCHLINE SEE CG-172 EROSION AND SEDIMENT CONTROL PLAN FINAL PHASE (SHEET 3 OF 5) NOTES INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N)INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) STORM SEWERMANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E)INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N)INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALL STORM SEWERMANHOLERIM 24.51INV. 15.24 (NW) INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E)INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWERMANHOLERIM 24.21INV. 13.27 (E)INV. 13.26 (W) STORM SEWERYARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W) STORM SEWERMANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W) STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W) STORM SEWER MANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S)STORM SEWER YARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W) STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W) STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W) STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N)INV. 21.29 (W)INV. 19.71 (E)INV. 18.48 (S) STORM SEWERYARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W) STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W) INV. 15.79 INV. 15.91INV. 15.83 Alleghe n y Drive STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S)STORM SEWER CURB INLETRIM 24.50 (EOP)INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP) INV. 13.76 (E) STORM SEWERMANHOLERIM BURIED STORM SEWERMANHOLERIM 23.84INV. 13.35 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S) STORM SEWERYARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W)INV. 19.41 (S) STORM SEWERYARD INLETRIM 27.00 INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33 INV. 20.17 INV. 20.99 INV. 20.37 STORM SEWERYARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWERYARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S) STORM SEWERMANHOLERIM 25.11INV. 6.52 STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPRIP-RAP STORM SEWERMANHOLERIM 22.71INV. 15.46 (E)INV. 14.39 (S)INV. 14.13 (W)STORM SEWERMANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWERYARD INLETRIM 20.75INV. 7.37 (E) STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N)INV. 17.22 (E)INV. 17.20 (S) STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89 STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90 INV. 23.08 INV. 24.19RIP-RAPINV. 23.98 STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWER YARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWERCURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWER CURB INLETEOP 29.04INV. 25.52 (W) RIP-RAPINV. 26.57 INV. 26.37 INV. 26.36 INV. 25.34 INV. 25.07 INV. 26.89 RIP-RAPINV. 26.34 STORM SEWERCURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWERCURB INLETEOP 3302INV. 30.71 (E) STORM SEWER CURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWERYARD INLETRIM 37.90INV. 33.80 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S)INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W) STORM SEWER CURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S)INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWERCURB INLETEOP 38.96INV. 36.08 (E)INV. 35.90 (W) STORM SEWERMANHOLERIM 41.90INV. 38.91 (S) INV. 37.69 (E)INV. 37.47 (W) STORM SEWERMANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEWERMANHOLERIM 42.01INV. 37.67 (W)INV. 37.62 (S)INV. 37.47 (E) STORM SEWERCURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVEDOVER)0 STORM SEWERCURB INLETEOP 30.68 INV. 26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWERYARD INLETRIM 21.60 INV. 13.28 (N) INV.13.29 (S) STORM SEWERMANHOLE RIM 22.36 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM19.46INV. 15.54 (S) STORM SEWERMANHOLE RIM 22.36 INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S)STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV.12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP)INV. 12.77 (N) INV.12.75 (E) M STOP INFO. SIGN INFO. SIGN LIMIT SIGNSPEEDSIGNPARKING SIGNPARKING LIMIT SIGNSPEED INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNSIGNSTREET B-9BORE B-7BORE B-2BOREB-6BORE B-4BORE INFO. SIGN EXIT SIGN LIMIT SIGNSPEEDSIGNH\C SIGNH\C SIGNH\CINFO. SIGNINFO. SIGNINFO. SIGN LIMIT SIGNSPEED INFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN SIGNSTREETSIGNYIELDSIGNYIELDSIGNINFO.SIGNSTREET SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. SIGNYIELDSIGNINFO. SIGNILM SIGNINFO. LIGHT POLETRAFFIC PED.TRAFFIC SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN SIGNPARKING INFO. SIGN LIMIT SIGNSPEEDSIGNSIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO.SIGN INFO.SIGN SIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGINFO.SIGN SIGNH\C SIGNH\C INFO. SIGN SIGNINFO. INFO. SIGN SIGN INFO. SIGN SIGNINFO.L\PL\PL\P L\P P\PP\PP\PP\PP\PP\P P\PP\PG\WG\WG\WG\W G\WG\WG\WG\WG\WSTOP ELEC.VAULT INFO. SIGN INFO. SIGN LIMIT SIGNSPEEDSIGNPARKING SIGNPARKING LIMIT SIGNSPEED INFO. SIGN INFO. SIGNELEC.VAULT INFO. SIGN INFO. SIGNSIGNSTREET ELEC.BOXB-9BORE B-7BORE SWITCHCABINET B-2BOREB-6BOREAT&TVAULT B-4BORE INFO. SIGN OVERHEAD LINEEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT 5' SIDEWALK EXIT SIGN PED.BELLSOUTHCONCRETEMARKER LIMIT SIGNSPEEDPEDESTAL AT&TPEDESTAL ELEC. CONDUIT BLOCKFOOTER CONC.HEADWALL CONC.HEADWALLCONC.HEADWALLCONC.FLUME GRAVELPARKING CONSTRUCTIONTRAILERSIGNH\C SIGNH\C SIGNH\CL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PINFO. SIGNINFO. SIGNINFO. SIGN LIMIT SIGNSPEEDL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\P L\P L\PL\PL\PAT&TPEDESTALL\PP\PL\PINFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN L\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PINFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGNL\PSTOP SIGNSTOP SIGN TELE.PED.ELEC.MH.TELE.MHELEC.MH. ELEC.MH.ELEC.MH. ELEC.MH.ELEC.MH. TELE.MHTELE.MHTELE.MH TELE.MH TELE.MHTELE.PED.FIBERVAULTELEC.VAULT STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN SIGNSTREETSIGNYIELDPANELELEC.SIGNYIELDSIGNINFO.SIGNSTREET SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEME N T EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMEN T EDGE OF PAVEMENTL\PL\P SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. SIGNYIELDVALVESEWERSIGNINFO. SIGNVAULT ELEC.PED.ELEC.METER SIGNILM SIGNINFO.VAULTFIBER LIGHT POLETRAFFIC VAULTFIBERVAULTSIGNAL MARKERFIBERELEC.METERVAULTFIBERPED.TRAFFIC SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN L\PVAULTELEC. EDGE OF PAVEMENT EDGE OF PAVEMENT SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\PELEC.VAULT SIGNPARKING EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTELEC.VAULT ELEC.VAULTINFO. SIGN LIMIT SIGNSPEEDSIGNELEC.PANELSIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.ELEC.PED.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. ELEC.PED.ELEC.PED.SIGNINFO. SIGNINFO.SIGNELEC.PED.INFO.SIGN TICKETBOOTH ELEC.PED.ELEC.VAULT SIGNPARKINGL\PSIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGL\PSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGELEC.PED.ELEC.PANELINFO.SIGN SIGNH\C SIGNH\C EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEME NT EDGE OF PAVEMENT EDGE OF PAVEMENT DUCTVAULT FAAMARKER GENERATORPAD BACK FLOWPREVENTER WATERMETEREDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT INFO. SIGN TELE.VAULT ELEC.VAULTL\PL\P L\P L\P L\PL\PELEC.VAULTTELE.VAULTELEC.VAULT W\VENCLOSURE TELE.VAULT ELEC.VAULT SIGNINFO.TELE.MHTELE.MH ELEC.MH.L\PELEC.TRANS. INFO. SIGN ELEC.TRANS. SIGN INFO. SIGNL\PL\PL\PSIGNINFO.ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVE GRAVEL DRIVE SPOIL SIGN STOP SIGN BUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF PA V E M E N T EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT FENCE FENCE FENCEWALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 05 KEY MAP EROSION CONTROL CONSTRUCTION SEQUENCE - FINAL PHASE1. INSTALL ALL PERMANENT STORM PIPES AND STRUCTURES. 2. REQUEST FINAL APPROVAL BY CONSTRUCTION INSPECTOR. 3. REMOVE ALL TEMPORARY SOIL EROSION CONTROL MEASURES AND STABILIZE THESE AREAS. SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 5 \ I L M B P 2 - C G F . d w g Pl o t t e d b y : D a v e S k u r k y Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 1 0 : 4 9 A M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 100% DESIGN 08/09/2024 1. EXISTING INFORMATION IS BASED ON:a. JULY 15, 2022 AND JANUARY 12, 2024, SURVEY.b. LOT F IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. c. PH1A PROPOSED DRAINAGE MAY BE EXISTING, IN PROGRESS OF BEING INSTALLED, OR INSTALLED AT TIME OF BIDDING.2. ALL PLAN SHEETS MUST BE PRINTED IN COLOR.3. CONTRACTOR SHALL INSTALL TEMPORARYCONSTRUCTION ENTRANCES WHERE NOTED ON EROSION CONTROL PLANS. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING AND PROTECTING ALL KNOWN UTILITIES DURING CONSTRUCTION. 5. CONTRACTOR SHALL BE RESPONSIBLE FORREVIEWING EROSION CONTROL MEASURESAFTER RAIN EVENTS AND TAKE CORRECTIVEACTIONS AS NEEDED. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR KEEPING THE RAINFALL LOG. 6. ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE AT THE END OF THIS PACKAGE UNLESS OTHERWISE DIRECTED BYTHE RPR OR ENGINEER.7. CONTRACTOR SHALL REGULARLY CHECKEROSION CONTROL MEASURES AS STATED IN THIS CONTRACT AND ENSURE POSITIVE DRAINAGE ACROSS THE JOB SITE. TS CE RSC B RECP LOD PS IP IPEXC. # IST B ST LIMITS OF DISTURBANCE TEMPORARY SILT FENCE GRAVEL CONSTRUCTION ENTRANCE TEMPORARY SEEDING TEMPORARY ROCK SILT CHECK - TYPE B PERMANENT SEEDING FILTER SOCK INLET PROTECTION ROLLED EROSION CONTROL PRODUCTS PROPOSED MINOR CONTOURS PROPOSED MAJOR CONTOURS EXISTING MINOR CONTOURS EXISTING MAJOR CONTOURS PROPOSED STORM PIPE EXISTING STORM PIPE DEMOLITION EXCAVATED DROP INLET PROTECTION ROCK INLET SEDIMENT TRAP - TYPE B SEDIMENT TUBE SF XXX XXX STORM PIPE DEMOLITION FENCE DEMOLITION EXCAVATED DROP INLET PROTECTION NOTES:1. EXCAVATION IS TO OCCUR PRIOR TO MASS LAND GRADINGOPERATIONS.2. CONTOURS SHOWN ARE APPROXIMATE. CONTRACTOR TO ENSURE BOTTOM OF EXCAVATION IS AT LEAST 2.0FT BELOW DRAINAGE STRUCTURE RIM ELEVATION TO ENSURE ADEQUATE SEDIMENT STORAGE. 3. CONTRACTOR TO ENSURE THE ENTIRE DRAINAGE STRUCTURE IS LOCATED WITHIN THE BOTTOM OF THE EXCAVATION.4. CONTOUR ELEVATIONS, SIDE SLOPES, AND SURFACE AREAS OFEACH CAN BE FOUND ON DETAIL SHEET CG-185.5. CONTRACTOR TO REMOVE SEDIMENT ACCUMULATION AND GRADE PER FINAL CONTOURS BEFORE PAVING OPERATIONS BEGIN. 1 ADDENDUM #1 08/23/2024 1 1 1 STO R M S E W E R YAR D INLET INV . 2 2 . 4 2 ( E ) RIP-RAP INV. 22.84 INV . 1 6 . 9 8 ( E ) INV . 1 6.45 (W) STORM S E W ER CUR B INLE T EOP 27.71 INV. 23.00 (N) INV . 2 2 . 1 4 ( S ) INV. 2 1 . 8 3 6 ( W ) STO R M S E W E R CUR B INLE T EOP 2 7.34 INV . 2 4 . 1 5 ( E ) INV . 2 3 . 8 0 ( S ) STO RM S E W E R CUR B INLE T EOP 2 9 . 0 4 INV . 2 5.52 (W) INV. 26.57 STO R M S E W E R YAR D INLET RIM 37.90 INV . 3 3 . 8 0 ( E ) STO R M S E W E R CUR B INL E T EOP 3 7.67 INV . 3 4 . 2 8 ( S ) INV . 3 3.96 (W) STORM S EWER CUR B INLET EOP 3 2.31 INV . 2 8 . 9 6 ( E ) INV . 2 8.82 (W) STORM S EWER CUR B INLET EOP 3 1.18 INV . 2 8 . 0 1 ( E ) INV . 2 7.58 (W) STORM SEWER CUR B INL E T EOP 3 1.16 INV . 2 6 . 7 7 ( E ) INV . 2 7.58 (W) 15" RCP 18" RC P 18" RC P 24 " R C P STO R M S E W E R CUR B INLET EOP 3 1 . 1 0 INV. 27.81 (N) STORM S E W ER CUR B INLET EOP 31.12 INV . 2 6 . 8 5 ( S ) INV. 26.67 (N) 15" R C P STORM SEWER C U RB IN L ET EOP 32.13 I NV. 29.19 (E) INV. 29.12 ( N ) STOR M SE W E R CURB IN LET EO P 38. 96 INV. 36. 08 (E) IN V . 3 5 . 9 0 ( W ) STOR M S EWER MAN H O LE RIM 41.90 INV. 38 . 91 (S) IN V. 3 7 . 6 9 ( E ) INV . 37.47 (W ) ST O RM SE W ER MAN HOL E RIM 4 2 . 6 3 IN V. 3 8 . 4 6 ( S) IN V. 3 8 . 2 9 ( E) S T O R M S E W E R M A N H O L E R I M 4 2 . 0 1 I N V . 3 7 . 6 7 ( W ) I N V . 3 7 . 6 2 ( S ) I N V . 3 7 . 4 7 ( E ) STORM SEW E R CUR B INLET EOP 2 7.90 INV . 22.4 7 ( E ) INV . 22.19 (N) STORM SEW E R M ANHOLE RIM (PA V E D OVER ) 0 STO RM S E W E R CUR B INLET EOP 30.68 INV. 26.6 9 ( S ) I N V . 25.9 2 ( E ) I N V . 25.6 9 ( W ) SAN I TAR Y SEW E R MANHO L E RIM 42.31 INV. 1 5.15 SAN I TAR Y SEW ER MAN HOLE RIM 30.68 INV. 12.26 SAN I TAR Y SEW E R MANHO L E RIM ( COV E R E D ) INV . ( C O V E R E D ) SANITARY SEWER MANHO L E RIM ( C OVE R ED) INV . ( COV E R E D ) SAN I TAR Y SEW E R MANHO L E RIM ( COV E R E D ) INV . ( C O V E R E D ) SA N SAN SAN SAN SAN SAN SAN S A N S A N S A N S A N S A N S A N SA N S A N SAN SAN SAN SAN SAN SA N SAN SA N SAN SA N SAN S A N S A N S A N SAN S A N S A N S S S S S W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 15"R CP 15"R CP 1 5 " R C P 15"RCP W G A S GAS GAS GA S G AS GA S GA S G AS G A S GA S GAS GAS G AS G A S G AS G A S G AS W W W W W W W W W W W W W SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN S S 15"R CP 15"R CP W\V ENC L O S U R E STOR M S EWER YAR D INLE T RIM 25.40 INV . 2 2 . 4 2 ( E ) INV . 1 9 . 1 9 ( S ) X X CU R B L INE CU R B L INE X X X X X X X SIGNH\C SIGNH\C B-5 SIGN B - 4 S I G N B - 3 S I G N B - 2 S I G N B - 1 S I G N C-1 SIGN C-2 SIG N C-3 SIGN C-4 S I G N C-5 S I G N C-5 SIG N B-5 SIG N B-5 S IGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGN C-4 SIGN C-3 SIGN B-3 SIGN C-2 SIGN B-2 SIGN C-1 SIGN B-1 SIGN C - 3 S I G N C - 3 SIG N C - 4 SI G N C-4 SIGN SIGNPARKING SIGNH\C SIGNH\C SIGNH\C B-5 SIGN B - 4 S I G N B - 3 S I G N B - 2 S I G N B - 1 S I G N C-1 SIGN C-2 SIG N C-3 SIGN C-4 S I G N C-5 S I G N C-5 SIG N B-5 SIG N B-5 S IGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGN C-4 SIGN C-3 SIGN B-3 SIGN C-2 SIGN B-2 SIGN C-1 SIGN B-1 SIGN SI G N H\ C SIG N H\ C SIG N H\C SIGNH\C SIG N H \ C SIGN H\C SIG N H\ C SI G N H \ C C - 3 S I G N C - 3 SIG N C - 4 SI G N C-4 SIGN INF O . S I G N SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO . SIGNINFO. SIGNINF O . SIGNINFO. SIGNINFO. SIGNINFO. INFO. SIGN INF O . SIGN TICK E T BOO T H SIGNPARKING SIGNINFO. SIGNINFO. FE NC E LOT D LOT C AIRPORT BOUL EVARD TER M INA L INF O . S I G N SIGNPAR K I N G INT ER I M TER M I NA L CU R B F RO N T S-01-18 S-01D-03S-01D-01 S-01-27S-01-26 S-01-25 S-01-38S-01-34 S-01-36 S-01-32 S-01-35 S-01-39 S-01-24 S-01-23 S-01-22 92 LF 42" CL III RCP @ 0.25% 12 9 L F 1 8 " C L I I I R C P @ 1 . 0 0 % 12 9 L F 1 5 " C L I I I R C P @ 1 . 0 0 % 118 LF 36" CL III RCP @ 1.15% 68 LF 36" CL III RCP @ 1.23% 15 4 L F 1 8 " C L I I I R C P @ 0 . 6 8 % 15 4 LF 15 " CL III RCP @ 0. 69 % 12 0 LF 15 " CL III RCP @ 1. 00 % 12 0 L F 1 5 " C L I I I R C P @ 1 . 0 0 % 310 L F 4 2" C L I I I R C P @ 0 .5 6% 12 0 L F 1 5 " C L I I I R C P @ 1 . 0 0 % 92 LF 15" CL III RCP @ 0.98% 180 LF 30" CL III RCP @ 0.25% 118 LF 18" CL III RCP @ 0.79%120 LF 24" CL III RCP @ 0.63% 33 LF 24" CL III RCP @ 0.24% S-01D-12 21 7 LF 15 " CL III RCP @ 0. 50 % 185 LF 30" CL III RCP @ 1.72% S-01-31B S-01-31A 97 L F 2 4" C L I I I R C P @ 0 .6 6% S-01-19 S-01-21 24 L F 1 5" C L I I I R C P @ 0 .5 0% S-01-20 S-01-20A 113 L F 1 8" C L I I I R C P @ 2 .5 4% 81 LF 18" CL III RCP @ 0.2 7 % 27.0 28.0 2 9 . 0 30.0 27.0 2 8 .0 29 . 0 2 5 . 0 32. 0 33 . 0 34 . 0 35 . 0 36 . 0 30.0 3 1 . 0 32.0 3 3 . 0 34 . 0 35. 0 36 . 0 2 7 .0 2 8 . 0 29 . 0 30 .0 31. 0 32 . 0 33.0 34 .0 35.0 3 6 . 0 3 7 . 0 38 . 0 39.0 40 . 0 41.0 SF S F SF S F SF SF SF SF SF SF SF SFSFSFSF IST B IST B LOD LO D LO D LO D LO D LOD LOD LOD LOD LO D LO D LO D LOD LOD LOD LOD L O D LOD LOD L OD LOD LOD LOD LOD LOD LO D LOD LO D LOD LO D LOD LOD LOD LO D LOD L OD LOD LO D LOD 30 . 5 30 . 5 30 . 5 30 . 5 30 31 31 30 30 30 30 2 5 26 2 6 26 2 7 28 2 9 3 0 2 5 . 5 2 6 . 5 2 7 . 527 . 5 27 . 5 27.5 2 7.5 2 8 . 5 29.5 262 6 2 7 2 8 2 6 . 5 2 7 . 5 IP IP IP IP IP IST B IP RECP IST B IST B RECP IP IP IP RECP IP EXC. #7 IPEXC. #8 IPEXC. #9 IPEXC. #10 IPEXC. #3 IPEXC. #13 IPEXC. #14 IPEXC. #18 IPEXC. #17 IPEXC. #21 IPEXC. #22 IPEXC. #4 NORTH CG-175 WMM DAS WMM LEGEND MA T C H L I N E S E E C G - 1 7 4 MATCHLINE SEE CG-176 MATCHLINE SEE CG-173 EROSION AND SEDIMENT CONTROL PLAN FINAL PHASE (SHEET 4 OF 5) NOTES INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N)INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) STORM SEWERMANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E)INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N)INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALL STORM SEWERMANHOLERIM 24.51INV. 15.24 (NW) INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E)INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWERMANHOLERIM 24.21INV. 13.27 (E)INV. 13.26 (W) STORM SEWERYARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W) STORM SEWERMANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W) STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W) STORM SEWER MANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S)STORM SEWER YARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W) STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W) STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W) STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N)INV. 21.29 (W)INV. 19.71 (E)INV. 18.48 (S) STORM SEWERYARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W) STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W) INV. 15.79 INV. 15.91INV. 15.83 Alleghe n y Drive STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S)STORM SEWER CURB INLETRIM 24.50 (EOP)INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP) INV. 13.76 (E) STORM SEWERMANHOLERIM BURIED STORM SEWERMANHOLERIM 23.84INV. 13.35 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S) STORM SEWERYARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W)INV. 19.41 (S) STORM SEWERYARD INLETRIM 27.00 INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33 INV. 20.17 INV. 20.99 INV. 20.37 STORM SEWERYARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWERYARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S) STORM SEWERMANHOLERIM 25.11INV. 6.52 STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPRIP-RAP STORM SEWERMANHOLERIM 22.71INV. 15.46 (E)INV. 14.39 (S)INV. 14.13 (W)STORM SEWERMANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWERYARD INLETRIM 20.75INV. 7.37 (E) STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N)INV. 17.22 (E)INV. 17.20 (S) STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89 STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90 INV. 23.08 INV. 24.19RIP-RAPINV. 23.98 STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWER YARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWERCURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWER CURB INLETEOP 29.04INV. 25.52 (W) RIP-RAPINV. 26.57 INV. 26.37 INV. 26.36 INV. 25.34 INV. 25.07 INV. 26.89 RIP-RAPINV. 26.34 STORM SEWERCURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWERCURB INLETEOP 3302INV. 30.71 (E) STORM SEWER CURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWERYARD INLETRIM 37.90INV. 33.80 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S)INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W) STORM SEWER CURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S)INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWERCURB INLETEOP 38.96INV. 36.08 (E)INV. 35.90 (W) STORM SEWERMANHOLERIM 41.90INV. 38.91 (S) INV. 37.69 (E)INV. 37.47 (W) STORM SEWERMANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEWERMANHOLERIM 42.01INV. 37.67 (W)INV. 37.62 (S)INV. 37.47 (E) STORM SEWERCURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVEDOVER)0 STORM SEWERCURB INLETEOP 30.68 INV. 26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWERYARD INLETRIM 21.60 INV. 13.28 (N) INV.13.29 (S) STORM SEWERMANHOLE RIM 22.36 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM19.46INV. 15.54 (S) STORM SEWERMANHOLE RIM 22.36 INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S)STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV.12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP)INV. 12.77 (N) INV.12.75 (E) M STOP INFO. SIGN INFO. SIGN LIMIT SIGNSPEEDSIGNPARKING SIGNPARKING LIMIT SIGNSPEED INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNSIGNSTREET B-9BORE B-7BORE B-2BOREB-6BORE B-4BORE INFO. SIGN EXIT SIGN LIMIT SIGNSPEEDSIGNH\C SIGNH\C SIGNH\CINFO. SIGNINFO. SIGNINFO. SIGN LIMIT SIGNSPEED INFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN SIGNSTREETSIGNYIELDSIGNYIELDSIGNINFO.SIGNSTREET SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. SIGNYIELDSIGNINFO. SIGNILM SIGNINFO. LIGHT POLETRAFFIC PED.TRAFFIC SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN SIGNPARKING INFO. SIGN LIMIT SIGNSPEEDSIGNSIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO.SIGN INFO.SIGN SIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGINFO.SIGN SIGNH\C SIGNH\C INFO. SIGN SIGNINFO. INFO. SIGN SIGN INFO. SIGN SIGNINFO.L\PL\PL\P L\P P\PP\PP\PP\PP\PP\P P\PP\PG\WG\WG\WG\W G\WG\WG\WG\WG\WSTOP ELEC.VAULT INFO. SIGN INFO. SIGN LIMIT SIGNSPEEDSIGNPARKING SIGNPARKING LIMIT SIGNSPEED INFO. SIGN INFO. SIGNELEC.VAULT INFO. SIGN INFO. SIGNSIGNSTREET ELEC.BOXB-9BORE B-7BORE SWITCHCABINET B-2BOREB-6BOREAT&TVAULT B-4BORE INFO. SIGN OVERHEAD LINEEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT 5' SIDEWALK EXIT SIGN PED.BELLSOUTHCONCRETEMARKER LIMIT SIGNSPEEDPEDESTAL AT&TPEDESTAL ELEC. CONDUIT BLOCKFOOTER CONC.HEADWALL CONC.HEADWALLCONC.HEADWALLCONC.FLUME GRAVELPARKING CONSTRUCTIONTRAILERSIGNH\C SIGNH\C SIGNH\CL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PINFO. SIGNINFO. SIGNINFO. SIGN LIMIT SIGNSPEEDL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\P L\P L\PL\PL\PAT&TPEDESTALL\PP\PL\PINFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN L\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PINFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGNL\PSTOP SIGNSTOP SIGN TELE.PED.ELEC.MH.TELE.MHELEC.MH. ELEC.MH.ELEC.MH. ELEC.MH.ELEC.MH. TELE.MHTELE.MHTELE.MH TELE.MH TELE.MHTELE.PED.FIBERVAULTELEC.VAULT STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN SIGNSTREETSIGNYIELDPANELELEC.SIGNYIELDSIGNINFO.SIGNSTREET SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEME N T EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMEN T EDGE OF PAVEMENTL\PL\P SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. SIGNYIELDVALVESEWERSIGNINFO. SIGNVAULT ELEC.PED.ELEC.METER SIGNILM SIGNINFO.VAULTFIBER LIGHT POLETRAFFIC VAULTFIBERVAULTSIGNAL MARKERFIBERELEC.METERVAULTFIBERPED.TRAFFIC SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN L\PVAULTELEC. EDGE OF PAVEMENT EDGE OF PAVEMENT SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\PELEC.VAULT SIGNPARKING EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTELEC.VAULT ELEC.VAULTINFO. SIGN LIMIT SIGNSPEEDSIGNELEC.PANELSIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.ELEC.PED.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. ELEC.PED.ELEC.PED.SIGNINFO. SIGNINFO.SIGNELEC.PED.INFO.SIGN TICKETBOOTH ELEC.PED.ELEC.VAULT SIGNPARKINGL\PSIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGL\PSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGELEC.PED.ELEC.PANELINFO.SIGN SIGNH\C SIGNH\C EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEME NT EDGE OF PAVEMENT EDGE OF PAVEMENT DUCTVAULT FAAMARKER GENERATORPAD BACK FLOWPREVENTER WATERMETEREDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT INFO. SIGN TELE.VAULT ELEC.VAULTL\PL\P L\P L\P L\PL\PELEC.VAULTTELE.VAULTELEC.VAULT W\VENCLOSURE TELE.VAULT ELEC.VAULT SIGNINFO.TELE.MHTELE.MH ELEC.MH.L\PELEC.TRANS. INFO. SIGN ELEC.TRANS. SIGN INFO. SIGNL\PL\PL\PSIGNINFO.ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVE GRAVEL DRIVE SPOIL SIGN STOP SIGN BUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF PA V E M E N T EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT FENCE FENCE FENCEWALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 05 KEY MAP EROSION CONTROL CONSTRUCTION SEQUENCE - FINAL PHASE1. INSTALL ALL PERMANENT STORM PIPES AND STRUCTURES. 2. REQUEST FINAL APPROVAL BY CONSTRUCTION INSPECTOR. 3. REMOVE ALL TEMPORARY SOIL EROSION CONTROL MEASURES AND STABILIZE THESE AREAS. SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 5 \ I L M B P 2 - C G F . d w g Pl o t t e d b y : D a v e S k u r k y Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 1 0 : 5 1 A M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 100% DESIGN 08/09/2024 1. EXISTING INFORMATION IS BASED ON:a. JULY 15, 2022 AND JANUARY 12, 2024, SURVEY.b. LOT F IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. c. PH1A PROPOSED DRAINAGE MAY BE EXISTING, IN PROGRESS OF BEING INSTALLED, OR INSTALLED AT TIME OF BIDDING.2. ALL PLAN SHEETS MUST BE PRINTED IN COLOR.3. CONTRACTOR SHALL INSTALL TEMPORARYCONSTRUCTION ENTRANCES WHERE NOTED ON EROSION CONTROL PLANS. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING AND PROTECTING ALL KNOWN UTILITIES DURING CONSTRUCTION. 5. CONTRACTOR SHALL BE RESPONSIBLE FORREVIEWING EROSION CONTROL MEASURESAFTER RAIN EVENTS AND TAKE CORRECTIVEACTIONS AS NEEDED. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR KEEPING THE RAINFALL LOG. 6. ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE AT THE END OF THIS PACKAGE UNLESS OTHERWISE DIRECTED BYTHE RPR OR ENGINEER.7. CONTRACTOR SHALL REGULARLY CHECKEROSION CONTROL MEASURES AS STATED IN THIS CONTRACT AND ENSURE POSITIVE DRAINAGE ACROSS THE JOB SITE. TS CE RSC B RECP LOD PS IP IPEXC. # IST B ST LIMITS OF DISTURBANCE TEMPORARY SILT FENCE GRAVEL CONSTRUCTION ENTRANCE TEMPORARY SEEDING TEMPORARY ROCK SILT CHECK - TYPE B PERMANENT SEEDING FILTER SOCK INLET PROTECTION ROLLED EROSION CONTROL PRODUCTS PROPOSED MINOR CONTOURS PROPOSED MAJOR CONTOURS EXISTING MINOR CONTOURS EXISTING MAJOR CONTOURS PROPOSED STORM PIPE EXISTING STORM PIPE DEMOLITION EXCAVATED DROP INLET PROTECTION ROCK INLET SEDIMENT TRAP - TYPE B SEDIMENT TUBE SF XXX XXX STORM PIPE DEMOLITION FENCE DEMOLITION EXCAVATED DROP INLET PROTECTION NOTES:1. EXCAVATION IS TO OCCUR PRIOR TO MASS LAND GRADINGOPERATIONS.2. CONTOURS SHOWN ARE APPROXIMATE. CONTRACTOR TO ENSURE BOTTOM OF EXCAVATION IS AT LEAST 2.0FT BELOW DRAINAGE STRUCTURE RIM ELEVATION TO ENSURE ADEQUATE SEDIMENT STORAGE. 3. CONTRACTOR TO ENSURE THE ENTIRE DRAINAGE STRUCTURE IS LOCATED WITHIN THE BOTTOM OF THE EXCAVATION.4. CONTOUR ELEVATIONS, SIDE SLOPES, AND SURFACE AREAS OFEACH CAN BE FOUND ON DETAIL SHEET CG-185.5. CONTRACTOR TO REMOVE SEDIMENT ACCUMULATION AND GRADE PER FINAL CONTOURS BEFORE PAVING OPERATIONS BEGIN. 1 ADDENDUM #1 08/23/2024 1 1 1 STORM SEWE R MA NHOLE RIM 29.28 INV. 1 6 . 8 9 ( W ) STO RM S E W E R MAN HOLE RIM 29.06 INV. 20.05 (N) INV . 2 0.04 (W) STO RM S E W E R MANHO L E RIM 28.91 INV. 13.44 (N) INV. 2 4 . 4 6 ( E ) INV. 1 3 . 4 1 ( S ) STORM S E W E R MAN H OLE RIM 2 8.14 INV . 13.44 (N) INV. 24.46 (E) INV. 24 . 8 2 ( W ) 72 " R C P 72" RCP 18" RC P 18" O VAL STO RM S E W E R YAR D INLET RIM 27.23 INV. 2 4 . 9 6 ( E ) INV . 2 4.99 (W) 18" RC P 18" R C P 18" RC P STO RM S E W E R YAR D INLE T RIM 27.74 INV. 2 4 . 6 7 ( E ) INV . 2 4.53 (W) 18 " R C P 18 " R C P STORM S EWER YAR D INLE T RIM 26.85 INV. 20.65 (N) INV. 2 0 . 6 5 ( S ) 24" RC P RIP-RAP INV. 26.57 INV. 26.89 RIP-RAP INV. 26.34 STO R M S E W E R CUR B INLE T EOP 3 1.81 INV . 2 8.52 (W ) INV. 2 8 . 2 6 ( E ) STOR M SEWER CUR B INLE T EOP 3302 INV. 3 0 . 7 1 ( E ) 15 " R C P MH SAN S A N SAN I TAR Y SEW E R MAN HOLE RIM 28.72 INV. 16.02 SAN I TAR Y SEW E R MANHO L E RIM 29.26 INV. full of dirt S A N SA N SA N SA N S A N SA N SA N SA N SAN I TAR Y SEW E R MANHO L E RIM 29.91 INV. 15.34 SAN I TAR Y SEW ER MAN HOLE RIM 31.99 INV. 2 1.26 (N) INV . 1 7.03 (W) SAN I TAR Y SEW ER MANHO L E RIM 29.39 INV. 2 3.35 SA N S A N S A N S A N S A N SAN SAN SAN SAN SAN SAN SAN SAN S S S S S S W W W W W W W W W W W GAS GA S GA S GA S G AS G A S G A S GAS GAS GAS W W W W W W G G 48 " R CP GAS G AS GA S G A S GA S G AS G AS GA S GAS GAS GAS GAS G GA S GA S GA S GA S G AS S SAN S A N S A N SA N SA N SA N S A N SAN SAN S A N S A N S A N S A N SAN SAN SAN SAN W W W W W W W SAN SAN SAN SAN SA N S A N S A N SAN SAN SAN S S W W W W W SAN SANW W W SAN W W W W GA S GAS GA S GAS GAS GAS GA S GAS 18"R CP INV. 26.23 INV. 25.87 JUNC T ION BOX WATER VALV E FIRE HYDR A N T BACK F LOW PREVENTOR WATER METER 8"PV C INV. 27.17 INV. 27.26 RIP- R A P W BACK FLOW PREVENTER WAT E R METER 15"R C P INV. 2 5 . 3 9 HEADWA LL WATER METER GAS X X X X X CU RB L I N E CURB L INE B-2 BORE LIMIT SIGN SPE E D C-5 S I G N SIGNPARKING SIGNPAR KINGSIGNPAR K I NG SIGNH\C SIGNH\C B-2 BORE CONCRETE MARK E R INFO. C-5 S I G N SIGN SIGNPARKING SIGNPAR KINGSIGNPAR K I NG INFO. SIGN SIGNH\C SIGNH\C X X X X X X X X X X X X X X X X X SIGN STO P SIGN MH MH MH CON C R E TE WALK H\CSIGN CREWCAR X M O D E R N A V I A T I O N A C C E S S R O A D MO DE RN A V I A TI O N DRI V E W A Y A IRP ORT B OULE V A RD AR F F AC C ESS R OAD T E M P R D W Y MO D ER N AVI ATI O N PAR KI N G L O T LOT E AIRPORT BOULEVARD DOLAN DRIVE HE WLE TT D R I V E TRA SK DRI V E LIMIT SIGN SPE E D INF O . S I G N STO P S I G N IN TER IM T ER MI N AL C URBF RON TS-01D-06 S-01D-02 S-01C-05 S-01C-04 S-01C-03 S-01C-07 S-01C-06 S-01D-07 S-01D-05 S-01C-02 S-01D-09 S-01D-08 S-01D-10 104 LF 42" CL III RCP @ 0.26% 118 LF 42" CL III RCP @ 0.25% 92 LF 42" CL III RCP @ 0.25% 77 LF 24" CL III RCP @ 0.30% 34 LF 15" CL III RCP @ 0.34% 42 LF 15" CL III RCP @ 1.50% 105 LF 15" CL III RCP @ 0.52% 82 LF 18" CL III RCP @ 0.28% 131 LF 15" CL III RC P @ 0.42% 80 LF 15" CL III RCP @ 0.50% 30 LF 15" CL III RCP @ 0.50% 23 LF 15" CL III RCP @ 0.63% S-01D-11 101 LF 15" CL III RCP @ 0.75% S-01D-13 S-01D-1435 LF 42" CL III RCP @ 0.26% S-01C-08 22 LF 24" C L III R C P @ 0.50% 138 LF 24" CL III RCP @ 0.49% 40 L F 2 4 " C L I I I R C P @ 0 . 5 0 % 29.0 30.0 28.0 29.0 29.0 30.0 3 1.0 30.0 30.0 3 0 . 0 31.0 32. 0 3 3 . 0 3 4 . 0 3 5 . 0 3 6 . 0 SF SF RSC BLOD L OD L O D L O D LO D L O D LOD LOD LOD LO D LO D LO D LOD LO D LO D LO D LOD LOD LODL O D LOD L O D LOD LO D LOD LOD L OD 30 3 0 . 5 2929 29 29 2 9 30 30 3030303030 28.5 29.5 30.530 . 5 IP IP RECP IST B IST B IP IP SILT FENCE TO BE INSTALLED IMMEDIATELY AFTER PAVEMENT REMOVAL AND BEFORE UPLAND GRADING BEGINS RSCB IP IP PS PS PS PS PS IPIPIP IPEXC. #31 IPEXC. #32 IPEXC. #33 IPEXC. #34 NORTH CG-176 WMM DAS WMM LEGEND MATCHLINE SEE CG-175MATCHLINE SEE CG-174 EROSION AND SEDIMENT CONTROL PLAN FINAL PHASE (SHEET 5 OF 5) NOTES INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N)INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) STORM SEWERMANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E)INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N)INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALL STORM SEWERMANHOLERIM 24.51INV. 15.24 (NW) INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E)INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWERMANHOLERIM 24.21INV. 13.27 (E)INV. 13.26 (W) STORM SEWERYARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W) STORM SEWERMANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W) STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W) STORM SEWER MANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S)STORM SEWER YARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W) STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W) STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W) STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N)INV. 21.29 (W)INV. 19.71 (E)INV. 18.48 (S) STORM SEWERYARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W) STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W) INV. 15.79 INV. 15.91INV. 15.83 Alleghe n y Drive STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S)STORM SEWER CURB INLETRIM 24.50 (EOP)INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP) INV. 13.76 (E) STORM SEWERMANHOLERIM BURIED STORM SEWERMANHOLERIM 23.84INV. 13.35 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S) STORM SEWERYARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W)INV. 19.41 (S) STORM SEWERYARD INLETRIM 27.00 INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33 INV. 20.17 INV. 20.99 INV. 20.37 STORM SEWERYARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWERYARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S) STORM SEWERMANHOLERIM 25.11INV. 6.52 STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPRIP-RAP STORM SEWERMANHOLERIM 22.71INV. 15.46 (E)INV. 14.39 (S)INV. 14.13 (W)STORM SEWERMANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWERYARD INLETRIM 20.75INV. 7.37 (E) STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N)INV. 17.22 (E)INV. 17.20 (S) STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89 STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90 INV. 23.08 INV. 24.19RIP-RAPINV. 23.98 STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWER YARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWERCURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWER CURB INLETEOP 29.04INV. 25.52 (W) RIP-RAPINV. 26.57 INV. 26.37 INV. 26.36 INV. 25.34 INV. 25.07 INV. 26.89 RIP-RAPINV. 26.34 STORM SEWERCURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWERCURB INLETEOP 3302INV. 30.71 (E) STORM SEWER CURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWERYARD INLETRIM 37.90INV. 33.80 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S)INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W) STORM SEWER CURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S)INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWERCURB INLETEOP 38.96INV. 36.08 (E)INV. 35.90 (W) STORM SEWERMANHOLERIM 41.90INV. 38.91 (S) INV. 37.69 (E)INV. 37.47 (W) STORM SEWERMANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEWERMANHOLERIM 42.01INV. 37.67 (W)INV. 37.62 (S)INV. 37.47 (E) STORM SEWERCURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVEDOVER)0 STORM SEWERCURB INLETEOP 30.68 INV. 26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWERYARD INLETRIM 21.60 INV. 13.28 (N) INV.13.29 (S) STORM SEWERMANHOLE RIM 22.36 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM19.46INV. 15.54 (S) STORM SEWERMANHOLE RIM 22.36 INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S)STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV.12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP)INV. 12.77 (N) INV.12.75 (E) M STOP INFO. SIGN INFO. SIGN LIMIT SIGNSPEEDSIGNPARKING SIGNPARKING LIMIT SIGNSPEED INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNSIGNSTREET B-9BORE B-7BORE B-2BOREB-6BORE B-4BORE INFO. SIGN EXIT SIGN LIMIT SIGNSPEEDSIGNH\C SIGNH\C SIGNH\CINFO. SIGNINFO. SIGNINFO. SIGN LIMIT SIGNSPEED INFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN SIGNSTREETSIGNYIELDSIGNYIELDSIGNINFO.SIGNSTREET SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. SIGNYIELDSIGNINFO. SIGNILM SIGNINFO. LIGHT POLETRAFFIC PED.TRAFFIC SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN SIGNPARKING INFO. SIGN LIMIT SIGNSPEEDSIGNSIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO.SIGN INFO.SIGN SIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGINFO.SIGN SIGNH\C SIGNH\C INFO. SIGN SIGNINFO. INFO. SIGN SIGN INFO. SIGN SIGNINFO.L\PL\PL\P L\P P\PP\PP\PP\PP\PP\P P\PP\PG\WG\WG\WG\W G\WG\WG\WG\WG\WSTOP ELEC.VAULT INFO. SIGN INFO. SIGN LIMIT SIGNSPEEDSIGNPARKING SIGNPARKING LIMIT SIGNSPEED INFO. SIGN INFO. SIGNELEC.VAULT INFO. SIGN INFO. SIGNSIGNSTREET ELEC.BOXB-9BORE B-7BORE SWITCHCABINET B-2BOREB-6BOREAT&TVAULT B-4BORE INFO. SIGN OVERHEAD LINEEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT 5' SIDEWALK EXIT SIGN PED.BELLSOUTHCONCRETEMARKER LIMIT SIGNSPEEDPEDESTAL AT&TPEDESTAL ELEC. CONDUIT BLOCKFOOTER CONC.HEADWALL CONC.HEADWALLCONC.HEADWALLCONC.FLUME GRAVELPARKING CONSTRUCTIONTRAILERSIGNH\C SIGNH\C SIGNH\CL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PINFO. SIGNINFO. SIGNINFO. SIGN LIMIT SIGNSPEEDL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\P L\P L\PL\PL\PAT&TPEDESTALL\PP\PL\PINFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN L\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PINFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGNL\PSTOP SIGNSTOP SIGN TELE.PED.ELEC.MH.TELE.MHELEC.MH. ELEC.MH.ELEC.MH. ELEC.MH.ELEC.MH. TELE.MHTELE.MHTELE.MH TELE.MH TELE.MHTELE.PED.FIBERVAULTELEC.VAULT STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN SIGNSTREETSIGNYIELDPANELELEC.SIGNYIELDSIGNINFO.SIGNSTREET SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEME N T EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMEN T EDGE OF PAVEMENTL\PL\P SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. SIGNYIELDVALVESEWERSIGNINFO. SIGNVAULT ELEC.PED.ELEC.METER SIGNILM SIGNINFO.VAULTFIBER LIGHT POLETRAFFIC VAULTFIBERVAULTSIGNAL MARKERFIBERELEC.METERVAULTFIBERPED.TRAFFIC SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN L\PVAULTELEC. EDGE OF PAVEMENT EDGE OF PAVEMENT SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\PELEC.VAULT SIGNPARKING EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTELEC.VAULT ELEC.VAULTINFO. SIGN LIMIT SIGNSPEEDSIGNELEC.PANELSIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.ELEC.PED.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. ELEC.PED.ELEC.PED.SIGNINFO. SIGNINFO.SIGNELEC.PED.INFO.SIGN TICKETBOOTH ELEC.PED.ELEC.VAULT SIGNPARKINGL\PSIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGL\PSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGELEC.PED.ELEC.PANELINFO.SIGN SIGNH\C SIGNH\C EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEME NT EDGE OF PAVEMENT EDGE OF PAVEMENT DUCTVAULT FAAMARKER GENERATORPAD BACK FLOWPREVENTER WATERMETEREDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT INFO. SIGN TELE.VAULT ELEC.VAULTL\PL\P L\P L\P L\PL\PELEC.VAULTTELE.VAULTELEC.VAULT W\VENCLOSURE TELE.VAULT ELEC.VAULT SIGNINFO.TELE.MHTELE.MH ELEC.MH.L\PELEC.TRANS. INFO. SIGN ELEC.TRANS. SIGN INFO. SIGNL\PL\PL\PSIGNINFO.ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVE GRAVEL DRIVE SPOIL SIGN STOP SIGN BUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF PA V E M E N T EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT FENCE FENCE FENCEWALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 05 KEY MAP EROSION CONTROL CONSTRUCTION SEQUENCE - FINAL PHASE 1. INSTALL ALL PERMANENT STORM PIPES AND STRUCTURES.2. REQUEST FINAL APPROVAL BY CONSTRUCTION INSPECTOR.3. REMOVE ALL TEMPORARY SOIL EROSION CONTROL MEASURES AND STABILIZE THESE AREAS. SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 5 \ I L M B P 2 - C G F . d w g Pl o t t e d b y : D a v e S k u r k y Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 1 0 : 4 7 A M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 100% DESIGN 08/09/2024 1. EXISTING INFORMATION IS BASED ON:a. JULY 15, 2022 AND JANUARY 12, 2024, SURVEY.b. LOT F IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. c. PH1A PROPOSED DRAINAGE MAY BE EXISTING, IN PROGRESS OF BEING INSTALLED, OR INSTALLED AT TIME OF BIDDING.2. ALL PLAN SHEETS MUST BE PRINTED IN COLOR.3. CONTRACTOR SHALL INSTALL TEMPORARYCONSTRUCTION ENTRANCES WHERE NOTED ON EROSION CONTROL PLANS. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING AND PROTECTING ALL KNOWN UTILITIES DURING CONSTRUCTION. 5. CONTRACTOR SHALL BE RESPONSIBLE FORREVIEWING EROSION CONTROL MEASURESAFTER RAIN EVENTS AND TAKE CORRECTIVEACTIONS AS NEEDED. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR KEEPING THE RAINFALL LOG. 6. ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE AT THE END OF THIS PACKAGE UNLESS OTHERWISE DIRECTED BYTHE RPR OR ENGINEER.7. CONTRACTOR SHALL REGULARLY CHECKEROSION CONTROL MEASURES AS STATED IN THIS CONTRACT AND ENSURE POSITIVE DRAINAGE ACROSS THE JOB SITE. TS CE RSC B RECP LOD PS IP IPEXC. # IST B ST LIMITS OF DISTURBANCE TEMPORARY SILT FENCE GRAVEL CONSTRUCTION ENTRANCE TEMPORARY SEEDING TEMPORARY ROCK SILT CHECK - TYPE B PERMANENT SEEDING FILTER SOCK INLET PROTECTION ROLLED EROSION CONTROL PRODUCTS PROPOSED MINOR CONTOURS PROPOSED MAJOR CONTOURS EXISTING MINOR CONTOURS EXISTING MAJOR CONTOURS PROPOSED STORM PIPE EXISTING STORM PIPE DEMOLITION EXCAVATED DROP INLET PROTECTION ROCK INLET SEDIMENT TRAP - TYPE B SEDIMENT TUBE SF XXX XXX STORM PIPE DEMOLITION FENCE DEMOLITION EXCAVATED DROP INLET PROTECTION NOTES: 1. EXCAVATION IS TO OCCUR PRIOR TO MASS LAND GRADINGOPERATIONS.2. CONTOURS SHOWN ARE APPROXIMATE. CONTRACTOR TOENSURE BOTTOM OF EXCAVATION IS AT LEAST 2.0FT BELOW DRAINAGE STRUCTURE RIM ELEVATION TO ENSURE ADEQUATE SEDIMENT STORAGE. 3. CONTRACTOR TO ENSURE THE ENTIRE DRAINAGE STRUCTURE IS LOCATED WITHIN THE BOTTOM OF THE EXCAVATION. 4. CONTOUR ELEVATIONS, SIDE SLOPES, AND SURFACE AREAS OFEACH CAN BE FOUND ON DETAIL SHEET CG-185.5. CONTRACTOR TO REMOVE SEDIMENT ACCUMULATION AND GRADE PER FINAL CONTOURS BEFORE PAVING OPERATIONS BEGIN. 1 ADDENDUM #1 08/23/2024 1 1 1 S-01A-04 S-01A-03 S-01A-01S-01A-02 S-01A-10 S-01A-12 S-01A-11 12 0 LF 15 " CL III RCP @ 0. 30 % 105 L F 1 8" C L I I I R CP @ 0 .2 0% 23 LF 15" CL III RCP @ 0.48% 12 0 L F 1 8 " C L I I I R C P @ 0 . 4 0 % 120 LF 18" CL III RCP @ 0.20% 127 LF 15" CL III RCP @ 0.50% 77 LF 1 5" CL III R CP @ 0 .94% S-01-06 35 LF 15" CL III RCP @ 0.50% S-01-01 S-01A-13 74 LF 15" CL III RCP @ 0.50% INV. 11.16 STO RM S E W E R HEADWALL 72" RCP 72 " RC P 72" RCP 72" R C P 72" RC P 72 " RC P STO RM S E W E R CUR B INLE T RIM 22.78 (fut. EOP) INV. 1 3.72 (N) INV. 13.70 (S) 1 5 " R C P STO RM S E W E R YAR D INLE T RIM 20.90 INV . 1 6 . 1 4 ( E ) INV . 1 6 . 1 3 ( S ) STO RM S E W E R YAR D INLE T RIM 21.40 INV . 1 6.44 (W) RIM 2 4 . 2 2 INV. 12.03 (N) INV . 1 1 . 8 2 ( E ) INV . 1 2 . 4 2 ( S ) INV. 11 . 8 6 ( W ) STO RM S E W E R MANHO L E RIM 24.32 INV. 1 2.67 (N) INV . 1 2 . 6 7 ( E ) INV . 1 2 . 6 6 ( S ) 60" R C P 72 " R C P STORM S E W ER MAN HOLE RIM 24.51 INV . 1 5.24 (NW ) INV. 13.23 (NE) 24" RC P 42" RCP 18" R CP 48" R C P 48" RCP STO RM S E W E R CUR B INLE T RIM 2 4 . 6 0 ( E O P ) INV . 1 8 . 3 9 ( S ) STO RM S E W E R CUR B INLE T RIM 2 4 . 5 0 ( E O P ) INV. 1 7.13 (N) INV . 1 3.46 (W) INV. 13.45 (E) STO R M S E W E R MAN HOLE RIM BUR I ED STORM S EWER MAN HOLE RIM 23.84 INV . 1 3 . 3 5 ( S ) STO R M S E W E R YAR D INLE T RIM 21.40 INV . 1 6.44 (W) RIP - RA P INV . 1 3 . 2 3 ( S ) INV. 20.99 INV. 20.37 18" R CP STORM S EWER YAR D INLE T RIM 21.33 INV. 12.12 (N) INV . 1 1 . 9 5 ( E ) 24" RC P 2 4" RCP 3 6 " R C P STORM SEW E R YAR D I N L ET RIM 21. 2 0 I N V. 13.55 (N) INV. 13.54 (S) STO R M S E W E R YAR D INLET RIM 21.60 INV. 13.28 (N) INV. 13.29 (S) STO R M S E W E R MANHO L E RIM 22.36 INV. 11.41 (N) INV. 11.40 (S) STO R M S E W E R YARD INLET RIM 20.65 INV. 15.26 (N) INV. 14.63 (S) STO RM S E W E R YAR D INLET RIM 19.46 INV. 15.54 (S) STO RM S E W E R MAN H OLE RIM 22.36 INV. 15.17 (N) INV . 11.90 (W) INV . 1 1 . 8 9 ( E ) INV. 11.89 (S) STORM SE WER CUR B INLET RIM 23.28 (EOP) INV. 12.37 (W) INV. 12.35 (E) STORM SEW E R CUR B INLE T RIM 2 3 . 3 1 ( E O P) INV. 12.77 (N) INV. 12.75 (E) SAN I TAR Y SEW E R MAN HOLE RIM 2 4.49 INV. 7 .66 SANITARY SEWER MAN HOLE RIM 24.17 INV. 6.62 SAN I TAR Y SEW ER MAN HOLE RIM 24.20 INV. 9.70 SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SAN I TAR Y SEW E R MAN HOLE RIM 24.94 INV. 8.15 SAN SA N SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SA N SA N SA N S AN SA N SA N S A N SAN SA N SA N SAN SAN SA N SAN SAN SAN SAN S A N S A N S A N S A N SAN SAN SAN SAN SAN SAN SAN SAN S S S S S S 42" R C P 42" R C P SAN GAS GAS G AS GAS GAS G AS GAS GAS GAS GAS INF O . SIGNSTREET INF O . S I G N INF O . S I G N SIGN STO P SI G N STO P SIGN STOP SIGN STOP SIGN NCDOT R\W D ISK 5' SIDE WALK GRA VEL PAR K I N G CONSTRUCTIO N TRAIL E R LEA S E A R E A O THE R S AIR P ORT B OULEVAR D AIRP ORT B OULEVAR D SIGNINFO. C E L L P H ON E L OT AIRPORT BOULEVARD 22.0 2 2 . 0 23.0 23.0 23.0 2 3 . 0 24 . 0 2 4 .0 25.0 26.0 26.0 23.0 24.0 24.0 25.0 2 5.0 24.0 25.0 23. 0 24.0 25.0 SF SF SF SF S F S F S F S F SF S F SF S F S F SF S F S FIST B 25 24.5 24.5 24.5 24 24 23 24 24.5 24.5 23 24 2 4 24 2 3 . 5 23.5 23.5 24.5 24.5 24.5 2 4.5 24.5 24 . 5 24.5 24242425 2 5 2 5 252525 24 . 5 24 . 5 24. 5 RECP RECP S F SF SF IST B IST B RECP IP PS PS IP IPIP IPEXC. #23 IPEXC. #24 IPEXC. #27 IPEXC. #28 SILT FENCE DA #1 SILT FENCE DA #3 SILT FENCE DA #2 SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 5 \ I L M B P 2 - C G D A . d w g Pl o t t e d b y : D a v e S k u r k y Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 1 0 : 5 8 A M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 100% DESIGN 08/09/2024 NORTH CG-177 WMM DAS WMM LEGEND TS CE RSC B RECP LIMITS OF DISTURBANCE TEMPORARY SILT FENCE LOD SF GRAVEL CONSTRUCTION ENTRANCE TEMPORARY SEEDING TEMPORARY ROCK SILT CHECK - TYPE B PS IP PERMANENT SEEDING FILTER SOCK INLET PROTECTION ROLLED EROSION CONTROL PRODUCTS PROPOSED MINOR CONTOURS PROPOSED MAJOR CONTOURS EXISTING MINOR CONTOURS EXISTING MAJOR CONTOURS PROPOSED STORM PIPE EXISTING STORM PIPE IP EXCAVATED DROP INLET PROTECTION EXC. # ROCK INLET SEDIMENT TRAP - TYPE BIST B MA T C H L I N E S E E C G - 1 7 8 MATCHLINE SEE CG-179 EROSION AND SEDIMENT CONTROL PLAN DRAINAGE AREA MAP (SHEET 1 OF 5) NOTES 1. EXISTING INFORMATION IS BASED ON:a. JULY 15, 2022 AND JANUARY 12, 2024, SURVEY.b. LOT F IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. c. PH1A DEMO WORK MAY BE EXISTING, IN PROGRESS OF BEING DEMOLISHED, OR DEMOLISHED AT TIME OF BIDDING. 2. ALL PLAN SHEETS MUST BE PRINTED IN COLOR.3. CONTRACTOR SHALL INSTALL TEMPORARYCONSTRUCTION ENTRANCES WHERE NOTEDON EROSION CONTROL PLANS. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING AND PROTECTING ALL KNOWN UTILITIES DURING CONSTRUCTION. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING EROSION CONTROL MEASURESAFTER RAIN EVENTS AND TAKE CORRECTIVEACTIONS AS NEEDED. CONTRACTOR SHALLALSO BE RESPONSIBLE FOR KEEPING THE RAINFALL LOG. 6. ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE AT THE END OF THIS PACKAGE UNLESS OTHERWISE DIRECTED BY THE RPR OR ENGINEER.7. CONTRACTOR SHALL REGULARLY CHECKEROSION CONTROL MEASURES AS STATED INTHIS CONTRACT AND ENSURE POSITIVE DRAINAGE ACROSS THE JOB SITE. INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N)INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) STORM SEWERMANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E)INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N)INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALL STORM SEWERMANHOLERIM 24.51INV. 15.24 (NW) INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E)INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWERMANHOLERIM 24.21INV. 13.27 (E)INV. 13.26 (W) STORM SEWERYARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W) STORM SEWERMANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W) STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W) STORM SEWER MANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S)STORM SEWER YARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W) STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W) STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W) STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N)INV. 21.29 (W)INV. 19.71 (E)INV. 18.48 (S) STORM SEWERYARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W) STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W) INV. 15.79 INV. 15.91INV. 15.83 Alleghe n y Drive STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S)STORM SEWER CURB INLETRIM 24.50 (EOP)INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP) INV. 13.76 (E) STORM SEWERMANHOLERIM BURIED STORM SEWERMANHOLERIM 23.84INV. 13.35 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S) STORM SEWERYARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W)INV. 19.41 (S) STORM SEWERYARD INLETRIM 27.00 INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33 INV. 20.17 INV. 20.99 INV. 20.37 STORM SEWERYARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWERYARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S) STORM SEWERMANHOLERIM 25.11INV. 6.52 STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPRIP-RAP STORM SEWERMANHOLERIM 22.71INV. 15.46 (E)INV. 14.39 (S)INV. 14.13 (W)STORM SEWERMANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWERYARD INLETRIM 20.75INV. 7.37 (E) STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N)INV. 17.22 (E)INV. 17.20 (S) STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89 STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90 INV. 23.08 INV. 24.19RIP-RAPINV. 23.98 STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWER YARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWERCURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWER CURB INLETEOP 29.04INV. 25.52 (W) RIP-RAPINV. 26.57 INV. 26.37 INV. 26.36 INV. 25.34 INV. 25.07 INV. 26.89 RIP-RAPINV. 26.34 STORM SEWERCURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWERCURB INLETEOP 3302INV. 30.71 (E) STORM SEWER CURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWERYARD INLETRIM 37.90INV. 33.80 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S)INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W) STORM SEWER CURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S)INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWERCURB INLETEOP 38.96INV. 36.08 (E)INV. 35.90 (W) STORM SEWERMANHOLERIM 41.90INV. 38.91 (S) INV. 37.69 (E)INV. 37.47 (W) STORM SEWERMANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEWERMANHOLERIM 42.01INV. 37.67 (W)INV. 37.62 (S)INV. 37.47 (E) STORM SEWERCURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVEDOVER)0 STORM SEWERCURB INLETEOP 30.68 INV. 26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWERYARD INLETRIM 21.60 INV. 13.28 (N) INV.13.29 (S) STORM SEWERMANHOLE RIM 22.36 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM19.46INV. 15.54 (S) STORM SEWERMANHOLE RIM 22.36 INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S)STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV.12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP)INV. 12.77 (N) INV.12.75 (E) M STOP INFO. SIGN INFO. SIGN LIMIT SIGNSPEEDSIGNPARKING SIGNPARKING LIMIT SIGNSPEED INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNSIGNSTREET B-9BORE B-7BORE B-2BOREB-6BORE B-4BORE INFO. SIGN EXIT SIGN LIMIT SIGNSPEEDSIGNH\C SIGNH\C SIGNH\CINFO. SIGNINFO. SIGNINFO. SIGN LIMIT SIGNSPEED INFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN SIGNSTREETSIGNYIELDSIGNYIELDSIGNINFO.SIGNSTREET SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. SIGNYIELDSIGNINFO. SIGNILM SIGNINFO. LIGHT POLETRAFFIC PED.TRAFFIC SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN SIGNPARKING INFO. SIGN LIMIT SIGNSPEEDSIGNSIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO.SIGN INFO.SIGN SIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGINFO.SIGN SIGNH\C SIGNH\C INFO. SIGN SIGNINFO. INFO. SIGN SIGN INFO. SIGN SIGNINFO.L\PL\PL\P L\P P\PP\PP\PP\PP\PP\P P\PP\PG\WG\WG\WG\W G\WG\WG\WG\WG\WSTOP ELEC.VAULT INFO. SIGN INFO. SIGN LIMIT SIGNSPEEDSIGNPARKING SIGNPARKING LIMIT SIGNSPEED INFO. SIGN INFO. SIGNELEC.VAULT INFO. SIGN INFO. SIGNSIGNSTREET ELEC.BOXB-9BORE B-7BORE SWITCHCABINET B-2BOREB-6BOREAT&TVAULT B-4BORE INFO. SIGN OVERHEAD LINEEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT 5' SIDEWALK EXIT SIGN PED.BELLSOUTHCONCRETEMARKER LIMIT SIGNSPEEDPEDESTAL AT&TPEDESTAL ELEC. CONDUIT BLOCKFOOTER CONC.HEADWALL CONC.HEADWALLCONC.HEADWALLCONC.FLUME GRAVELPARKING CONSTRUCTIONTRAILERSIGNH\C SIGNH\C SIGNH\CL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PINFO. SIGNINFO. SIGNINFO. SIGN LIMIT SIGNSPEEDL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\P L\P L\PL\PL\PAT&TPEDESTALL\PP\PL\PINFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN L\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PINFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGNL\PSTOP SIGNSTOP SIGN TELE.PED.ELEC.MH.TELE.MHELEC.MH. ELEC.MH.ELEC.MH. ELEC.MH.ELEC.MH. TELE.MHTELE.MHTELE.MH TELE.MH TELE.MHTELE.PED.FIBERVAULTELEC.VAULT STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN SIGNSTREETSIGNYIELDPANELELEC.SIGNYIELDSIGNINFO.SIGNSTREET SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEME N T EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMEN T EDGE OF PAVEMENTL\PL\P SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. SIGNYIELDVALVESEWERSIGNINFO. SIGNVAULT ELEC.PED.ELEC.METER SIGNILM SIGNINFO.VAULTFIBER LIGHT POLETRAFFIC VAULTFIBERVAULTSIGNAL MARKERFIBERELEC.METERVAULTFIBERPED.TRAFFIC SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN L\PVAULTELEC. EDGE OF PAVEMENT EDGE OF PAVEMENT SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\PELEC.VAULT SIGNPARKING EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTELEC.VAULT ELEC.VAULTINFO. SIGN LIMIT SIGNSPEEDSIGNELEC.PANELSIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.ELEC.PED.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. ELEC.PED.ELEC.PED.SIGNINFO. SIGNINFO.SIGNELEC.PED.INFO.SIGN TICKETBOOTH ELEC.PED.ELEC.VAULT SIGNPARKINGL\PSIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGL\PSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGELEC.PED.ELEC.PANELINFO.SIGN SIGNH\C SIGNH\C EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEME NT EDGE OF PAVEMENT EDGE OF PAVEMENT DUCTVAULT FAAMARKER GENERATORPAD BACK FLOWPREVENTER WATERMETEREDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT INFO. SIGN TELE.VAULT ELEC.VAULTL\PL\P L\P L\P L\PL\PELEC.VAULTTELE.VAULTELEC.VAULT W\VENCLOSURE TELE.VAULT ELEC.VAULT SIGNINFO.TELE.MHTELE.MH ELEC.MH.L\PELEC.TRANS. INFO. SIGN ELEC.TRANS. SIGN INFO. SIGNL\PL\PL\PSIGNINFO.ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVE GRAVEL DRIVE SPOIL SIGN STOP SIGN BUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF PA V E M E N T EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT FENCE FENCE FENCEWALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 05 KEY MAP SILT FENCE DRAINAGE AREA INLET SEDIMENT TRAP DRAINAGE AREA EXCAVATED INLET PROTECTION DRAINAGE AREA INLET PROTECTION DRAINAGE AREA ST SEDIMENT TUBE 1 ADDENDUM #1 08/23/2024 1 1 EX-OUTFALL-001A2 S-01-12S-01-10 S-01-13S-01-11 S-01-15 S-01-03 S-01-09 S-01-05 S-01-14 S-01-04S-01-02 118 LF 42" CL III RCP @ 1.04% 12 0 LF 15 " CL III RCP @ 0. 94 % 12 0 L F 1 5 " C L I I I R C P @ 1 . 0 0 % 129 LF 3 0" C L III R CP @ 0 .2 5% 63 LF 24" CL III RCP @ 0.21% 23 LF 15" CL III RCP @ 0.48% 39 LF 15" CL III RCP @ 0.43% 147 LF 24" CL III RCP @ 0.51% 22 7 LF 48 " CL III RCP @ 1. 00 % 120 LF 48" CL III RCP @ 0.50% 84 LF 42" CL III RCP @ 0.85% E X I S TI N G 4 0 2 ' L F 4 8 " R C P 227 LF 24" CL III RCP @ 0.49% S-01-20A S-01-16 S-01-17 42 LF 24" CL III RCP @ 0.12% EX_S-01-17A 31 LF 24 " C L III R C P @ 0. 29 % S-01-07 S-01-06B S-01-06A 35 LF 15" CL III RCP @ 0.50% 35 LF 15" CL III RCP @ 0.50% INV. 10.53 STORM S E W ER HEADWALL STO R M S E W E R YAR D INLET RIM 20.74 INV . 1 0.84 (W ) INV. 10.35 (N) INV . 9 .74 (S) STOR M S EWER MAN HOLE RIM 25.11 INV. 6.52 STORM SEWER MANHOLERIM 23.52INV. 12.73 (E) 48 " R C P INV. 12.68 (W) RIP-RAP RIP-RAP STORM S E W ER MANHO L E RIM 2 2 . 7 1 INV . 1 5 . 4 6 ( E ) INV . 1 4 . 3 9 ( S ) INV . 1 4.13 (W) STO R M S E W E R MAN HOLE RIM 23.46 INV. 15.37 (E) INV. 15.33 (N) INV. 19.55 INV. 1 8.89 RIP-RAP STO R M S E W E R YAR D INLE T RIM 20.75 INV . 7.3 7 ( E ) STORM S E W ER YAR D INLE T RIM 23.00 INV . 1 7.29 (W) INV. 1 7.44 (N) INV . 1 7 . 2 2 ( E ) INV . 1 7 . 2 0 ( S ) STO RM S E W E R MAN HOLE RIM 25.75 INV. 1 4.54 (N) INV . 1 7 . 5 0 ( S ) INV. 14 . 4 3 ( W ) 36" RCP INV . 9 .89 STORM S E W ER YAR D INLE T RIM 2 2 . 8 5 INV. 18.22 (N) 36" R CP 24" RCPRIP-RAP INV. 18.47 STO R M S E W E R YAR D INLE T RIM 24.74 INV . 2 2 . 4 8 ( E ) INV . 1 9.09 (W) 18" RCP 15" R C P RIP-RAP INV. 22.67 INV. 2 2.90 INV. 23.08 INV. 24.19 RIP-RAP INV. 23.98 STO R M S E W E R YAR D INLET RIM 25.40 INV . 2 2 . 4 2 ( E ) INV . 1 9 . 1 9 ( S ) SAN 1 5 "R C P 1 5 " R C P 15"R CP 2 4 "R C P 2 4 "R C P W W WW INV. 10.78 WING WALL WING WALL WALL WING WALL INV. 10.69 INV. 10.17 INV. 9.99 WING X X X SIGNH\C X X X L OT B LOT A TR AD EWI N D S D R I VE INT ER I M TER M I NA L CU R B F RO N T 22.0 23.0 24.0 2 5 . 0 22. 0 23.0 2 4 .0 2 5 .0 26.0 S F SF SF SF SF SF SF SF SF SF SF SF SF 24.5 25 2 6 2 7 2 8 2 9 3 0 24 31 2 6 2 6 2 6 .5 2 6 . 5 26.5 26.5 IP IP IP RECP IST B IST B IST B IST B IP IP IP RECP RECP IST B PS PS PS PS IPEXC. #25 IPEXC. #26 IPEXC. #29 IPEXC. #30 SILT FENCE DA #3 SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 5 \ I L M B P 2 - C G D A . d w g Pl o t t e d b y : D a v e S k u r k y Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 1 1 : 0 5 A M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 100% DESIGN 08/09/2024 NORTH CG-178 WMM DAS WMM MATCHLINE SEE CG-180 MA T C H L I N E S E E C G - 1 7 7 EROSION AND SEDIMENT CONTROL PLAN DRAINAGE AREA MAP (SHEET 2 OF 5) NOTES INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N)INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) STORM SEWERMANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E)INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N)INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALL STORM SEWERMANHOLERIM 24.51INV. 15.24 (NW) INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E)INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWERMANHOLERIM 24.21INV. 13.27 (E)INV. 13.26 (W) STORM SEWERYARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W) STORM SEWERMANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W) STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W) STORM SEWER MANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S)STORM SEWER YARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W) STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W) STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W) STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N)INV. 21.29 (W)INV. 19.71 (E)INV. 18.48 (S) STORM SEWERYARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W) STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W) INV. 15.79 INV. 15.91INV. 15.83 Alleghe n y Drive STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S)STORM SEWER CURB INLETRIM 24.50 (EOP)INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP) INV. 13.76 (E) STORM SEWERMANHOLERIM BURIED STORM SEWERMANHOLERIM 23.84INV. 13.35 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S) STORM SEWERYARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W)INV. 19.41 (S) STORM SEWERYARD INLETRIM 27.00 INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33 INV. 20.17 INV. 20.99 INV. 20.37 STORM SEWERYARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWERYARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S) STORM SEWERMANHOLERIM 25.11INV. 6.52 STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPRIP-RAP STORM SEWERMANHOLERIM 22.71INV. 15.46 (E)INV. 14.39 (S)INV. 14.13 (W)STORM SEWERMANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWERYARD INLETRIM 20.75INV. 7.37 (E) STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N)INV. 17.22 (E)INV. 17.20 (S) STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89 STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90 INV. 23.08 INV. 24.19RIP-RAPINV. 23.98 STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWER YARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWERCURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWER CURB INLETEOP 29.04INV. 25.52 (W) RIP-RAPINV. 26.57 INV. 26.37 INV. 26.36 INV. 25.34 INV. 25.07 INV. 26.89 RIP-RAPINV. 26.34 STORM SEWERCURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWERCURB INLETEOP 3302INV. 30.71 (E) STORM SEWER CURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWERYARD INLETRIM 37.90INV. 33.80 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S)INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W) STORM SEWER CURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S)INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWERCURB INLETEOP 38.96INV. 36.08 (E)INV. 35.90 (W) STORM SEWERMANHOLERIM 41.90INV. 38.91 (S) INV. 37.69 (E)INV. 37.47 (W) STORM SEWERMANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEWERMANHOLERIM 42.01INV. 37.67 (W)INV. 37.62 (S)INV. 37.47 (E) STORM SEWERCURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVEDOVER)0 STORM SEWERCURB INLETEOP 30.68 INV. 26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWERYARD INLETRIM 21.60 INV. 13.28 (N) INV.13.29 (S) STORM SEWERMANHOLE RIM 22.36 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM19.46INV. 15.54 (S) STORM SEWERMANHOLE RIM 22.36 INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S)STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV.12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP)INV. 12.77 (N) INV.12.75 (E) M STOP INFO. SIGN INFO. SIGN LIMIT SIGNSPEEDSIGNPARKING SIGNPARKING LIMIT SIGNSPEED INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNSIGNSTREET B-9BORE B-7BORE B-2BOREB-6BORE B-4BORE INFO. SIGN EXIT SIGN LIMIT SIGNSPEEDSIGNH\C SIGNH\C SIGNH\CINFO. SIGNINFO. SIGNINFO. SIGN LIMIT SIGNSPEED INFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN SIGNSTREETSIGNYIELDSIGNYIELDSIGNINFO.SIGNSTREET SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. SIGNYIELDSIGNINFO. SIGNILM SIGNINFO. LIGHT POLETRAFFIC PED.TRAFFIC SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN SIGNPARKING INFO. SIGN LIMIT SIGNSPEEDSIGNSIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO.SIGN INFO.SIGN SIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGINFO.SIGN SIGNH\C SIGNH\C INFO. SIGN SIGNINFO. INFO. SIGN SIGN INFO. SIGN SIGNINFO.L\PL\PL\P L\P P\PP\PP\PP\PP\PP\P P\PP\PG\WG\WG\WG\W G\WG\WG\WG\WG\WSTOP ELEC.VAULT INFO. SIGN INFO. SIGN LIMIT SIGNSPEEDSIGNPARKING SIGNPARKING LIMIT SIGNSPEED INFO. SIGN INFO. SIGNELEC.VAULT INFO. SIGN INFO. SIGNSIGNSTREET ELEC.BOXB-9BORE B-7BORE SWITCHCABINET B-2BOREB-6BOREAT&TVAULT B-4BORE INFO. SIGN OVERHEAD LINEEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT 5' SIDEWALK EXIT SIGN PED.BELLSOUTHCONCRETEMARKER LIMIT SIGNSPEEDPEDESTAL AT&TPEDESTAL ELEC. CONDUIT BLOCKFOOTER CONC.HEADWALL CONC.HEADWALLCONC.HEADWALLCONC.FLUME GRAVELPARKING CONSTRUCTIONTRAILERSIGNH\C SIGNH\C SIGNH\CL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PINFO. SIGNINFO. SIGNINFO. SIGN LIMIT SIGNSPEEDL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\P L\P L\PL\PL\PAT&TPEDESTALL\PP\PL\PINFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN L\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PINFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGNL\PSTOP SIGNSTOP SIGN TELE.PED.ELEC.MH.TELE.MHELEC.MH. ELEC.MH.ELEC.MH. ELEC.MH.ELEC.MH. TELE.MHTELE.MHTELE.MH TELE.MH TELE.MHTELE.PED.FIBERVAULTELEC.VAULT STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN SIGNSTREETSIGNYIELDPANELELEC.SIGNYIELDSIGNINFO.SIGNSTREET SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEME N T EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMEN T EDGE OF PAVEMENTL\PL\P SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. SIGNYIELDVALVESEWERSIGNINFO. SIGNVAULT ELEC.PED.ELEC.METER SIGNILM SIGNINFO.VAULTFIBER LIGHT POLETRAFFIC VAULTFIBERVAULTSIGNAL MARKERFIBERELEC.METERVAULTFIBERPED.TRAFFIC SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN L\PVAULTELEC. EDGE OF PAVEMENT EDGE OF PAVEMENT SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\PELEC.VAULT SIGNPARKING EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTELEC.VAULT ELEC.VAULTINFO. SIGN LIMIT SIGNSPEEDSIGNELEC.PANELSIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.ELEC.PED.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. ELEC.PED.ELEC.PED.SIGNINFO. SIGNINFO.SIGNELEC.PED.INFO.SIGN TICKETBOOTH ELEC.PED.ELEC.VAULT SIGNPARKINGL\PSIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGL\PSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGELEC.PED.ELEC.PANELINFO.SIGN SIGNH\C SIGNH\C EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEME NT EDGE OF PAVEMENT EDGE OF PAVEMENT DUCTVAULT FAAMARKER GENERATORPAD BACK FLOWPREVENTER WATERMETEREDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT INFO. SIGN TELE.VAULT ELEC.VAULTL\PL\P L\P L\P L\PL\PELEC.VAULTTELE.VAULTELEC.VAULT W\VENCLOSURE TELE.VAULT ELEC.VAULT SIGNINFO.TELE.MHTELE.MH ELEC.MH.L\PELEC.TRANS. INFO. SIGN ELEC.TRANS. SIGN INFO. SIGNL\PL\PL\PSIGNINFO.ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVE GRAVEL DRIVE SPOIL SIGN STOP SIGN BUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF PA V E M E N T EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT FENCE FENCE FENCEWALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 05 KEY MAP LEGEND 1. EXISTING INFORMATION IS BASED ON:a. JULY 15, 2022 AND JANUARY 12, 2024, SURVEY.b. LOT F IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. c. PH1A DEMO WORK MAY BE EXISTING, IN PROGRESS OF BEING DEMOLISHED, OR DEMOLISHED AT TIME OF BIDDING. 2. ALL PLAN SHEETS MUST BE PRINTED IN COLOR.3. CONTRACTOR SHALL INSTALL TEMPORARYCONSTRUCTION ENTRANCES WHERE NOTEDON EROSION CONTROL PLANS. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING AND PROTECTING ALL KNOWN UTILITIES DURING CONSTRUCTION. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING EROSION CONTROL MEASURESAFTER RAIN EVENTS AND TAKE CORRECTIVEACTIONS AS NEEDED. CONTRACTOR SHALLALSO BE RESPONSIBLE FOR KEEPING THE RAINFALL LOG. 6. ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE AT THE END OF THIS PACKAGE UNLESS OTHERWISE DIRECTED BY THE RPR OR ENGINEER.7. CONTRACTOR SHALL REGULARLY CHECKEROSION CONTROL MEASURES AS STATED INTHIS CONTRACT AND ENSURE POSITIVE DRAINAGE ACROSS THE JOB SITE. TS CE RSC B RECP LIMITS OF DISTURBANCE TEMPORARY SILT FENCE LOD SF GRAVEL CONSTRUCTION ENTRANCE TEMPORARY SEEDING TEMPORARY ROCK SILT CHECK - TYPE B PS IP PERMANENT SEEDING FILTER SOCK INLET PROTECTION ROLLED EROSION CONTROL PRODUCTS PROPOSED MINOR CONTOURS PROPOSED MAJOR CONTOURS EXISTING MINOR CONTOURS EXISTING MAJOR CONTOURS PROPOSED STORM PIPE EXISTING STORM PIPE IP EXCAVATED DROP INLET PROTECTION EXC. # ROCK INLET SEDIMENT TRAP - TYPE BIST B SILT FENCE DRAINAGE AREA INLET SEDIMENT TRAP DRAINAGE AREA EXCAVATED INLET PROTECTION DRAINAGE AREA INLET PROTECTION DRAINAGE AREA ST SEDIMENT TUBE 1 ADDENDUM #1 08/23/2024 1 1 S-01-25 S-01B-04 S-01B-02 S-01A-05 S-01A-08 S-01A-06 S-01B-03 S-01B-05 S-01B-01 S-01C-01 S-01B-06 92 LF 42" CL III RCP @ 0.25% 12 0 L F 2 4 " C L I I I R C P @ 0 . 5 0 % 103 LF 24" CL III RCP @ 0.46% 19 0 L F 2 4 " C L I I I R C P @ 0 . 5 3 % 13 0 L F 1 8 " C L I I I R C P @ 0 . 5 4 % 12 0 L F 1 8 " C L I I I R C P @ 0 . 4 0 % 107 LF 18" CL III RCP @ 0.50% 155 LF 36" CL III RCP @ 0.35% 107 LF 18" CL III RCP @ 0.50% 107 LF 18" CL III RCP @ 0.50% 129 LF 30" CL III RCP @ 0.50% 168 LF 18" CL III RCP @ 0.41% 107 LF 24" CL III RCP @ 0.50% STORM S E W ER MAN HOLE RIM 2 4 . 2 2 INV. 12.03 (N) INV . 1 1 . 8 2 ( E ) INV . 1 2 . 4 2 ( S ) INV. 11 . 8 6 ( W ) 72" RC P 48" RCP 60" RC P 24" RC P STO RM S E W E R YAR D INLE T RIM 19.40 INV. 16.23 (N) INV . 1 6 . 2 6 ( S ) STOR M S EWER YAR D INLE T RIM 22.11 INV . 1 7 . 9 8 ( E ) INV . 1 7 . 8 7 ( S ) STO RM S E W E R MANHO L E RIM 24.12 INV . 1 2 . 2 2 ( E ) INV . 1 2.22 (W) STORM S E W ER MANHO L E RIM 2 4 . 2 1 INV . 1 3 . 2 7 ( E ) INV . 1 3.26 (W) 48 " RC P 72 " RC P STO RM S E W E R YARD INLE T RIM 23.30 INV . 1 4 . 3 6 ( E ) INV . 1 4.32 (W) STO R M S E W E R MANHO L E RIM 27.81 INV . 1 5 . 7 5 ( E ) INV . 1 5.75 (W) 48" RC P 48" RC P 18" RC P STO R M S E W E R YAR D INLE T RIM 26.71 INV. 23.30 (E) INV . 2 3.28 (W) 30" R C P STO RM S E W E R YAR D INLE T RIM 25.28 INV. 18.50 (N) INV . 2 1.29 (W) INV . 1 9 . 7 1 ( E ) INV . 1 8 . 4 8 ( S ) 3 0 " R C P STO R M S E W E R YAR D INLE T RIM 23.30 INV . 1 5 . 2 3 ( E ) INV . 1 5.23 (W) STORM S E W ER YAR D INLE T RIM 2 4 . 8 0 INV . 1 5 . 6 3 ( E ) INV . 1 5.61 (W) 42" RCP INV. 1 5.79 I N V . 1 5 . 9 1 I N V . 1 5 . 8 3 STORM S E W ER YAR D INLE T RIM 21.15 INV . 1 4 . 4 5 ( E ) INV . 1 3 . 9 1 ( S ) STO RM S E W E R YAR D INLE T RIM 22.00 INV . 1 6 . 9 8 ( E ) INV . 1 6.45 (W) SAN SAN SAN SAN SAN SAN SAN SAN SANITARY SEWER MAN HOLE RIM 25.08 INV. 11.50 SAN I TAR Y SEW E R MAN HOLE RIM 27.00 INV. sea l ed SAN I TAR Y SEW ER MANHO LE RIM 26.56 INV. sea l ed SAN I TAR Y SEW E R MAN HOLE RIM 2 7 . 1 4 INV. 14.83SANITARY SEWER MAN HOLE RIM 28.78 SAN I TAR Y SEW E R MANHO L E RIM 24.70 INV. sealed SAN I TAR Y SEW ER MAN HOLE RIM 24.29 INV . s ealed SA N SA N SA N S A N SAN S S S S S S GAS CONC. HEADWALL CONC. HEA D W A L L CONC. HEADWALL CONC. FLU M E STORM S E W ER MAN HOLE RIM 2 4 . 2 1 INV . 1 3 . 2 7 ( E ) INV . 1 3.26 (W) B-9 BOR E B-7 BOR E B-6 BORE B-4 BORE C-5 SI G N B-5 SIGN B-4 SIGN C-4 SIGN B-9 BOR E B-7 BOR E B-6 BORE B-4 BORE C-5 SI G N B-5 SIGN B-4 SIGN C-4 SIGN A I R P O R T B L V D LOT F H E W LETT D RIV E XX XX XX SIGNPAR K I NG INF O . S I G N STOP SIGN 25. 0 2 5 . 0 26. 0 26. 0 2 6 . 0 27.0 28.0 28.0 28.0 26 . 0 26. 0 26. 0 27. 0 28. 0 2 7 . 0 28.0 29.0 23 24 2 5 25 26 27 28 23.5 2 3 . 5 23.5 24.5 24.5 2 4 .5 2 4 . 5 2 5 . 5 25.5 26 . 5 26.5 2 6 .5 27.5 28.5 25 25 24.5 24 . 5 24. 5 25.5 25.5 2 5.5 25.5 IST B SF S F 24 2 5 26 27 2 7 27 28 2 3.5 2 4 . 5 25.5 2 5 . 5 2 5 . 5 2 6.5 27.5 PS IPEXC. #1 IPEXC. #2 IPEXC. #5 IPEXC. #6 IPEXC. #12 IPEXC. #16 IPEXC. #11 IPEXC. #15 IPEXC. #19 IPEXC. #20 SILT FENCE DA #2 SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 5 \ I L M B P 2 - C G D A . d w g Pl o t t e d b y : D a v e S k u r k y Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 1 1 : 0 0 A M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 100% DESIGN 08/09/2024 NORTH CG-179 WMM DAS WMM MA T C H L I N E S E E C G - 1 8 0 MATCHLINE SEE CG-181 MATCHLINE SEE CG-177 EROSION AND SEDIMENT CONTROL PLAN DRAINAGE AREA MAP (SHEET 3 OF 5) NOTES INV. 11.16STORM SEWERHEADWALL STORM SEWER CURB INLETRIM 22.78 (fut. EOP) INV. 13.72 (N)INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) STORM SEWERMANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E)INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N)INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWER HEADWALL STORM SEWERMANHOLERIM 24.51INV. 15.24 (NW)INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWER YARD INLETRIM 22.11INV. 17.98 (E)INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W)STORM SEWER MANHOLERIM 24.21INV. 13.27 (E)INV. 13.26 (W) STORM SEWERYARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W) STORM SEWERMANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W) STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W) STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W) STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W) STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W) STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N)INV. 21.29 (W)INV. 19.71 (E)INV. 18.48 (S) STORM SEWERYARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W) STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W) INV. 15.79 INV. 15.91INV. 15.83 Alleghe n y Drive STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S) STORM SEWERCURB INLETRIM 24.50 (EOP)INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP)INV. 13.76 (E) STORM SEWERMANHOLERIM BURIED STORM SEWERMANHOLERIM 23.84INV. 13.35 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LIN E CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S) STORM SEWERYARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W)INV. 19.41 (S) STORM SEWERYARD INLETRIM 27.00 INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33 INV. 20.17 INV. 20.99 INV. 20.37 STORM SEWERYARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWERYARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S) STORM SEWERMANHOLERIM 25.11INV. 6.52 STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPRIP-RAP STORM SEWERMANHOLERIM 22.71INV. 15.46 (E)INV. 14.39 (S)INV. 14.13 (W)STORM SEWERMANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWERYARD INLETRIM 20.75INV. 7.37 (E) STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N)INV. 17.22 (E)INV. 17.20 (S) STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89 STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90INV. 23.08 INV. 24.19RIP-RAPINV. 23.98 STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWERCURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W) RIP-RAPINV. 26.57 INV. 26.37 INV. 26.36 INV. 25.34 INV. 25.07 INV. 26.89 RIP-RAPINV. 26.34 STORM SEWERCURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWERCURB INLETEOP 3302INV. 30.71 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W) INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWERYARD INLETRIM 37.90INV. 33.80 (E) STORM SEWER CURB INLETEOP 37.67INV. 34.28 (S)INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWER CURB INLETEOP 31.12INV. 26.85 (S)INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWERCURB INLETEOP 38.96INV. 36.08 (E)INV. 35.90 (W) STORM SEWER MANHOLERIM 41.90INV. 38.91 (S)INV. 37.69 (E)INV. 37.47 (W) STORM SEW E R MANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEWER MANHOLERIM 42.01INV. 37.67 (W) INV. 37.62 (S) INV. 37.47 (E) STORM SEWER CURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVED OVER)0 STORM SEWERCURB INLETEOP 30.68 INV.26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV. 19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWER YARD INLETRIM 21.60 INV.13.28 (N) INV.13.29 (S) STORM SEWERMANHOLE RIM 22.36INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWER YARD INLET RIM19.46INV. 15.54 (S) STORM SEWERMANHOLE RIM 22.36INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S)STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV.12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP)INV. 12.77 (N) INV.12.75 (E) M STOP INFO. SIGN INFO. SIGNLIMIT SIGNSPEED SIGNPARKING SIGNPARKING LIMIT SIGNSPEEDINFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNSIGNSTREET B-9BOREB-7BOREB-2BOREB-6BOREB-4BOREINFO. SIGN EXIT SIGN LIMIT SIGNSPEED SIGNH\CSIGNH\CSIGNH\C INFO. SIGNINFO. SIGN INFO. SIGN LIMIT SIGNSPEED INFO. INFO. SIGNINFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOPSIGNSTOP SIGN SIGNSTREETSIGNYIELD SIGNYIELDSIGNINFO.SIGNSTREET SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.STOP SIGN SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNYIELDSIGNINFO.SIGNILMSIGNINFO.LIGHT POLETRAFFIC PED.TRAFFIC SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. STOP SIGN SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN SIGNPARKING INFO. SIGN LIMIT SIGNSPEED SIGN SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO.SIGN INFO.SIGN SIGNPARKINGSIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKING STOPSIGNPARKINGSIGNPARKINGSIGNPARKINGINFO.SIGNSIGNH\C SIGNH\C INFO. SIGN SIGNINFO. INFO. SIGN SIGN INFO. SIGN SIGNINFO.L\P L\P L\PL\PP\PP\PP\PP\PP\PP\P P\PP\PG\WG\WG\WG\W G\WG\W G\WG\WG\WSTOP ELEC.VAULTINFO. SIGN INFO. SIGNLIMIT SIGNSPEED SIGNPARKING SIGNPARKING LIMIT SIGNSPEEDINFO. SIGN INFO. SIGNELEC.VAULT INFO. SIGN INFO. SIGNSIGNSTREETELEC.BOX B-9BOREB-7BORESWITCHCABINETB-2BOREB-6BORE AT&TVAULTB-4BOREINFO. SIGN OVERHEAD LINE EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT5' SIDEWALK EXIT SIGN PED.BELLSOUTH CONCRETEMARKER LIMIT SIGNSPEEDPEDESTALAT&TPEDESTAL ELEC. CONDUIT BLOCKFOOTER CONC.HEADWALL CONC.HEADWALL CONC.HEADWALL CONC.FLUME GRAVELPARKING CONSTRUCTIONTRAILER SIGNH\CSIGNH\CSIGNH\C L\P L\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\P L\P L\PL\PL\PL\PL\PL\PL\PL\P INFO. SIGNINFO. SIGN INFO. SIGN LIMIT SIGNSPEEDL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PAT&TPEDESTALL\PP\PL\PINFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN L\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PINFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGN L\P STOP SIGNSTOP SIGN TELE.PED.ELEC.MH.TELE.MHELEC.MH.ELEC.MH.ELEC.MH.ELEC.MH.ELEC.MH.TELE.MHTELE.MHTELE.MH TELE.MH TELE.MHTELE.PED.FIBERVAULT ELEC.VAULT STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOPSIGNSTOP SIGN SIGNSTREETSIGNYIELD PANELELEC. SIGNYIELDSIGNINFO.SIGNSTREET SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.STOP SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAV E M E N T L\P L\P SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNYIELDVALVESEWERSIGNINFO.SIGNVAULTELEC.PED.ELEC.METERSIGNILMSIGNINFO.VAULTFIBER LIGHT POLETRAFFIC VAULTFIBERVAULTSIGNAL MARKERFIBER ELEC.METERVAULTFIBERPED.TRAFFIC SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. STOP SIGNL\PVAULTELEC.EDGE OF PAVEMENT EDGE OF PAVEMENT SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\PELEC.VAULT SIGNPARKING EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT ELEC.VAULT ELEC.VAULTINFO. SIGN LIMIT SIGNSPEED SIGN ELEC.PANEL SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. ELEC.PED.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED. ELEC.PED.SIGNINFO. SIGNINFO.SIGN ELEC.PED.INFO.SIGN TICKETBOOTHELEC.PED.ELEC.VAULTSIGNPARKINGL\PSIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKINGL\PSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGELEC.PED.ELEC.PANELINFO.SIGNSIGNH\C SIGNH\C EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEME NTDUCTVAULTFAAMARKER GENERATORPADBACK FLOWPREVENTER WATERMETEREDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT INFO. SIGN TELE.VAULTELEC.VAULTL\PL\P L\P L\P L\PL\PELEC.VAULT TELE.VAULTELEC.VAULT W\VENCLOSURE TELE.VAULT ELEC.VAULTSIGNINFO.TELE.MHTELE.MH ELEC.MH.L\P ELEC.TRANS. INFO. SIGN ELEC.TRANS. SIGN INFO. SIGNL\PL\PL\PSIGNINFO.ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVE GRAVEL DRIVE SPOIL SIGN STOP SIGN BUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT FENCE FENCE FENCEWALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 05 KEY MAP LEGEND 1. EXISTING INFORMATION IS BASED ON:a. JULY 15, 2022 AND JANUARY 12, 2024, SURVEY.b. LOT F IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. c. PH1A DEMO WORK MAY BE EXISTING, IN PROGRESS OF BEING DEMOLISHED, OR DEMOLISHED AT TIME OF BIDDING. 2. ALL PLAN SHEETS MUST BE PRINTED IN COLOR.3. CONTRACTOR SHALL INSTALL TEMPORARYCONSTRUCTION ENTRANCES WHERE NOTEDON EROSION CONTROL PLANS. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING AND PROTECTING ALL KNOWN UTILITIES DURING CONSTRUCTION. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING EROSION CONTROL MEASURESAFTER RAIN EVENTS AND TAKE CORRECTIVEACTIONS AS NEEDED. CONTRACTOR SHALLALSO BE RESPONSIBLE FOR KEEPING THE RAINFALL LOG. 6. ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE AT THE END OF THIS PACKAGE UNLESS OTHERWISE DIRECTED BY THE RPR OR ENGINEER.7. CONTRACTOR SHALL REGULARLY CHECKEROSION CONTROL MEASURES AS STATED INTHIS CONTRACT AND ENSURE POSITIVE DRAINAGE ACROSS THE JOB SITE. TS CE RSC B RECP LIMITS OF DISTURBANCE TEMPORARY SILT FENCE LOD SF GRAVEL CONSTRUCTION ENTRANCE TEMPORARY SEEDING TEMPORARY ROCK SILT CHECK - TYPE B PS IP PERMANENT SEEDING FILTER SOCK INLET PROTECTION ROLLED EROSION CONTROL PRODUCTS PROPOSED MINOR CONTOURS PROPOSED MAJOR CONTOURS EXISTING MINOR CONTOURS EXISTING MAJOR CONTOURS PROPOSED STORM PIPE EXISTING STORM PIPE IP EXCAVATED DROP INLET PROTECTION EXC. # ROCK INLET SEDIMENT TRAP - TYPE BIST B SILT FENCE DRAINAGE AREA INLET SEDIMENT TRAP DRAINAGE AREA EXCAVATED INLET PROTECTION DRAINAGE AREA INLET PROTECTION DRAINAGE AREA ST SEDIMENT TUBE 1 ADDENDUM #1 08/23/2024 1 1 S-01D-03S-01D-01 S-01-27S-01-26 S-01-38S-01-34 S-01-35 S-01-39 12 9 L F 1 8 " C L I I I R C P @ 1 . 0 0 % 12 9 LF 15 " CL III RCP @ 1. 00 % 15 4 L F 1 8 " C L I I I R C P @ 0 . 6 8 % 15 4 LF 15 " CL III RCP @ 0. 69 % 12 0 LF 15 " CL III RCP @ 1. 00 % 12 0 L F 1 5 " C L I I I R C P @ 1 . 0 0 % 12 0 L F 1 5 " C L I I I R C P @ 1 . 0 0 % 92 LF 15" CL III RCP @ 0.98% S-01D-12 21 7 LF 15 " CL III RCP @ 0. 50 % 185 LF 30" CL III RCP @ 1.72% S-01-31B S-01-31A 97 L F 2 4 " C L I I I R CP @ 0 . 6 6 % STORM S E W E R CUR B INL E T EOP 27.71 INV . 2 3 . 0 0 ( N ) INV . 2 2.14 (S) INV . 21 . 8 3 6 ( W ) STORM S E W E R CUR B IN L E T EOP 27.34 INV . 24 . 1 5 ( E ) INV . 2 3.80 (S) STOR M S E W E R CU R B INLE T EOP 29.04 INV . 25 . 5 2 ( W) STOR M S E W ER CURB INLET EOP 32.31 INV. 28.96 (E) INV . 2 8 . 8 2 ( W ) STORM S E W ER CURB INLET EOP 31.18 INV . 2 8.01 (E) INV . 27 . 5 8 ( W) STORM S E W E R CU R B INLE T EO P 3 1 . 1 6 INV . 2 6.77 (E ) INV . 27 . 5 8 ( W) 15" RCP 18" RC P 18" RCP 24 " RC P STORM S E W ER CU R B IN L E T EOP 3 1 . 1 0 INV . 27.81 (N ) STORM SEWE R CUR B INLE T EOP 31.12 INV. 26.85 (S) INV. 26.67 (N) STOR M SE WE R MAN H O L E RI M ( P A V E D OVE R)0 STOR M SE W ER CUR B INLE T E O P 30.68 IN V. 26.6 9 ( S ) I N V . 25.92 (E) INV. 25.6 9 ( W ) SAN I TAR Y SEW E R MANHO LE RIM 30 . 6 8 INV . 12 . 2 6 SANITARY SEWE R MANHO L E RIM (CO V ERED) INV. (C OVERED) SANITARY SEWER MANH O L E RIM (COVERED) INV. (C OVERED) SA N SA N SA N SAN SA N SAN SAN SAN SAN S A N S A N SA N S A N S A N S A N S A N S A N S A N S A N S A N S A N S A N S A N SAN SA N SAN SA N SAN S A N SAN S A N S A N S A N S A N S A N S A N S S S W B - 2 S I G N B - 1 S I G N C-1 S I G N C-2 S IG N C-3 SIGN C-4 S IG N C-5 SIGN C-5 SIGN B-3 SIGNB-3 SIGN C-3 SIGN B-3 SIGN C-2 SIGN B-2 SIGN C-1 SIGN B-1 SIGN C-3 SIG N C-3 S I G N C - 4 S I G N C-4 SI G N B - 2 S I G N B - 1 S I G N C-1 S I G N C-2 S IG N C-3 SIGN C-4 S IG N C-5 SIGN C-5 SIGN B-3 SIGNB-3 SIGN C-3 SIGN B-3 SIGN C-2 SIGN B-2 SIGN C-1 SIGN B-1 SIGN S I G N H \ C SIG N H\ C SIG N H \ C SIGNH\C S I G N H \ C SIGN H\ C SIGN H\ C SI G N H \ C C-3 SIG N C-3 S I G N C - 4 S I G N C-4 SI G N INFO. SI G N SIGNINF O . SIG NINFO. SIG NINF O. SIG NINF O. SIGNINF O. SIG NINF O. SIGNINF O. SIGNINF O . SIGNINF O. INF O . SIG N INFO. SIG N TICKET BOOTH SIG NINF O. SIG NINF O. L O T D LOT C INFO . SIGN IN T E RI M T E RM IN A L C U R B FR O NT 27 . 0 28.0 2 9 . 0 30 . 0 2 8 . 0 29 . 0 32. 0 33 . 0 34 . 0 35.0 3 7 . 0 38 . 0 IST B IST B30 . 5 30 . 5 31 30 30 2 7 28 2 9 3 0 2 6 . 5 2 7 . 527 . 5 27 . 5 27.5 2 7.5 2 8 . 5 29.5 IP IP IP IST B IP IST B IP IPEXC. #9 IPEXC. #10 IPEXC. #13 IPEXC. #14 IPEXC. #18 IPEXC. #17 IPEXC. #21 IPEXC. #22 SILT FENCE DA #4 SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 5 \ I L M B P 2 - C G D A . d w g Pl o t t e d b y : D a v e S k u r k y Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 1 1 : 0 3 A M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 100% DESIGN 08/09/2024 NORTH CG-180 WMM DAS WMM MA T C H L I N E S E E C G - 1 7 9 MATCHLINE SEE CG-181 MATCHLINE SEE CG-178 EROSION AND SEDIMENT CONTROL PLAN DRAINAGE AREA MAP (SHEET 4 OF 5) NOTES INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N)INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) STORM SEWERMANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E)INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N)INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALL STORM SEWERMANHOLERIM 24.51INV. 15.24 (NW) INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E)INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWERMANHOLERIM 24.21INV. 13.27 (E)INV. 13.26 (W) STORM SEWERYARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W) STORM SEWERMANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W) STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W) STORM SEWER MANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S)STORM SEWER YARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W) STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W) STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W) STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N)INV. 21.29 (W)INV. 19.71 (E)INV. 18.48 (S) STORM SEWERYARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W) STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W) INV. 15.79 INV. 15.91INV. 15.83 Alleghe n y Drive STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S)STORM SEWER CURB INLETRIM 24.50 (EOP)INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP) INV. 13.76 (E) STORM SEWERMANHOLERIM BURIED STORM SEWERMANHOLERIM 23.84INV. 13.35 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S) STORM SEWERYARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W)INV. 19.41 (S) STORM SEWERYARD INLETRIM 27.00 INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33 INV. 20.17 INV. 20.99 INV. 20.37 STORM SEWERYARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWERYARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S) STORM SEWERMANHOLERIM 25.11INV. 6.52 STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPRIP-RAP STORM SEWERMANHOLERIM 22.71INV. 15.46 (E)INV. 14.39 (S)INV. 14.13 (W)STORM SEWERMANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWERYARD INLETRIM 20.75INV. 7.37 (E) STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N)INV. 17.22 (E)INV. 17.20 (S) STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89 STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90 INV. 23.08 INV. 24.19RIP-RAPINV. 23.98 STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWER YARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWERCURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWER CURB INLETEOP 29.04INV. 25.52 (W) RIP-RAPINV. 26.57 INV. 26.37 INV. 26.36 INV. 25.34 INV. 25.07 INV. 26.89 RIP-RAPINV. 26.34 STORM SEWERCURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWERCURB INLETEOP 3302INV. 30.71 (E) STORM SEWER CURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWERYARD INLETRIM 37.90INV. 33.80 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S)INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W) STORM SEWER CURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S)INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWERCURB INLETEOP 38.96INV. 36.08 (E)INV. 35.90 (W) STORM SEWERMANHOLERIM 41.90INV. 38.91 (S) INV. 37.69 (E)INV. 37.47 (W) STORM SEWERMANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEWERMANHOLERIM 42.01INV. 37.67 (W)INV. 37.62 (S)INV. 37.47 (E) STORM SEWERCURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVEDOVER)0 STORM SEWERCURB INLETEOP 30.68 INV. 26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWERYARD INLETRIM 21.60 INV. 13.28 (N) INV.13.29 (S) STORM SEWERMANHOLE RIM 22.36 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM19.46INV. 15.54 (S) STORM SEWERMANHOLE RIM 22.36 INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S)STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV.12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP)INV. 12.77 (N) INV.12.75 (E) M STOP INFO. SIGN INFO. SIGN LIMIT SIGNSPEEDSIGNPARKING SIGNPARKING LIMIT SIGNSPEED INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNSIGNSTREET B-9BORE B-7BORE B-2BOREB-6BORE B-4BORE INFO. SIGN EXIT SIGN LIMIT SIGNSPEEDSIGNH\C SIGNH\C SIGNH\CINFO. SIGNINFO. SIGNINFO. SIGN LIMIT SIGNSPEED INFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN SIGNSTREETSIGNYIELDSIGNYIELDSIGNINFO.SIGNSTREET SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. SIGNYIELDSIGNINFO. SIGNILM SIGNINFO. LIGHT POLETRAFFIC PED.TRAFFIC SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN SIGNPARKING INFO. SIGN LIMIT SIGNSPEEDSIGNSIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO.SIGN INFO.SIGN SIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGINFO.SIGN SIGNH\C SIGNH\C INFO. SIGN SIGNINFO. INFO. SIGN SIGN INFO. SIGN SIGNINFO.L\PL\PL\P L\P P\PP\PP\PP\PP\PP\P P\PP\PG\WG\WG\WG\W G\WG\WG\WG\WG\WSTOP ELEC.VAULT INFO. SIGN INFO. SIGN LIMIT SIGNSPEEDSIGNPARKING SIGNPARKING LIMIT SIGNSPEED INFO. SIGN INFO. SIGNELEC.VAULT INFO. SIGN INFO. SIGNSIGNSTREET ELEC.BOXB-9BORE B-7BORE SWITCHCABINET B-2BOREB-6BOREAT&TVAULT B-4BORE INFO. SIGN OVERHEAD LINEEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT 5' SIDEWALK EXIT SIGN PED.BELLSOUTHCONCRETEMARKER LIMIT SIGNSPEEDPEDESTAL AT&TPEDESTAL ELEC. CONDUIT BLOCKFOOTER CONC.HEADWALL CONC.HEADWALLCONC.HEADWALLCONC.FLUME GRAVELPARKING CONSTRUCTIONTRAILERSIGNH\C SIGNH\C SIGNH\CL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PINFO. SIGNINFO. SIGNINFO. SIGN LIMIT SIGNSPEEDL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\P L\P L\PL\PL\PAT&TPEDESTALL\PP\PL\PINFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN L\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PINFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGNL\PSTOP SIGNSTOP SIGN TELE.PED.ELEC.MH.TELE.MHELEC.MH. ELEC.MH.ELEC.MH. ELEC.MH.ELEC.MH. TELE.MHTELE.MHTELE.MH TELE.MH TELE.MHTELE.PED.FIBERVAULTELEC.VAULT STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN SIGNSTREETSIGNYIELDPANELELEC.SIGNYIELDSIGNINFO.SIGNSTREET SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEME N T EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMEN T EDGE OF PAVEMENTL\PL\P SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. SIGNYIELDVALVESEWERSIGNINFO. SIGNVAULT ELEC.PED.ELEC.METER SIGNILM SIGNINFO.VAULTFIBER LIGHT POLETRAFFIC VAULTFIBERVAULTSIGNAL MARKERFIBERELEC.METERVAULTFIBERPED.TRAFFIC SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN L\PVAULTELEC. EDGE OF PAVEMENT EDGE OF PAVEMENT SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\PELEC.VAULT SIGNPARKING EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTELEC.VAULT ELEC.VAULTINFO. SIGN LIMIT SIGNSPEEDSIGNELEC.PANELSIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.ELEC.PED.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. ELEC.PED.ELEC.PED.SIGNINFO. SIGNINFO.SIGNELEC.PED.INFO.SIGN TICKETBOOTH ELEC.PED.ELEC.VAULT SIGNPARKINGL\PSIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGL\PSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGELEC.PED.ELEC.PANELINFO.SIGN SIGNH\C SIGNH\C EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEME NT EDGE OF PAVEMENT EDGE OF PAVEMENT DUCTVAULT FAAMARKER GENERATORPAD BACK FLOWPREVENTER WATERMETEREDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT INFO. SIGN TELE.VAULT ELEC.VAULTL\PL\P L\P L\P L\PL\PELEC.VAULTTELE.VAULTELEC.VAULT W\VENCLOSURE TELE.VAULT ELEC.VAULT SIGNINFO.TELE.MHTELE.MH ELEC.MH.L\PELEC.TRANS. INFO. SIGN ELEC.TRANS. SIGN INFO. SIGNL\PL\PL\PSIGNINFO.ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVE GRAVEL DRIVE SPOIL SIGN STOP SIGN BUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF PA V E M E N T EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT FENCE FENCE FENCEWALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 05 KEY MAP LEGEND 1. EXISTING INFORMATION IS BASED ON:a. JULY 15, 2022 AND JANUARY 12, 2024, SURVEY.b. LOT F IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. c. PH1A DEMO WORK MAY BE EXISTING, IN PROGRESS OF BEING DEMOLISHED, OR DEMOLISHED AT TIME OF BIDDING. 2. ALL PLAN SHEETS MUST BE PRINTED IN COLOR.3. CONTRACTOR SHALL INSTALL TEMPORARYCONSTRUCTION ENTRANCES WHERE NOTEDON EROSION CONTROL PLANS. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING AND PROTECTING ALL KNOWN UTILITIES DURING CONSTRUCTION. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING EROSION CONTROL MEASURESAFTER RAIN EVENTS AND TAKE CORRECTIVEACTIONS AS NEEDED. CONTRACTOR SHALLALSO BE RESPONSIBLE FOR KEEPING THE RAINFALL LOG. 6. ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE AT THE END OF THIS PACKAGE UNLESS OTHERWISE DIRECTED BY THE RPR OR ENGINEER.7. CONTRACTOR SHALL REGULARLY CHECKEROSION CONTROL MEASURES AS STATED INTHIS CONTRACT AND ENSURE POSITIVE DRAINAGE ACROSS THE JOB SITE. TS CE RSC B RECP LIMITS OF DISTURBANCE TEMPORARY SILT FENCE LOD SF GRAVEL CONSTRUCTION ENTRANCE TEMPORARY SEEDING TEMPORARY ROCK SILT CHECK - TYPE B PS IP PERMANENT SEEDING FILTER SOCK INLET PROTECTION ROLLED EROSION CONTROL PRODUCTS PROPOSED MINOR CONTOURS PROPOSED MAJOR CONTOURS EXISTING MINOR CONTOURS EXISTING MAJOR CONTOURS PROPOSED STORM PIPE EXISTING STORM PIPE IP EXCAVATED DROP INLET PROTECTION EXC. # ROCK INLET SEDIMENT TRAP - TYPE BIST B SILT FENCE DRAINAGE AREA INLET SEDIMENT TRAP DRAINAGE AREA EXCAVATED INLET PROTECTION DRAINAGE AREA INLET PROTECTION DRAINAGE AREA ST SEDIMENT TUBE 1 ADDENDUM #1 08/23/2024 1 1 S-01D-06 S-01D-02 S-01C-05 S-01C-04 S-01C-03 S-01C-07 S-01C-06 S-01D-07 S-01D-05 S-01C-02 S-01D-09 S-01D-08 S-01D-10 104 LF 42" CL III RCP @ 0.26% 118 LF 42" CL III RCP @ 0.25% 92 LF 42" CL III RCP @ 0.25% 77 LF 24" CL III RCP @ 0.30% 34 LF 15" CL III RCP @ 0.34% 42 LF 15" CL III RCP @ 1.50% 105 LF 15" CL III RCP @ 0.52% 82 LF 18" CL III RCP @ 0.28% 131 LF 15" CL III RC P @ 0.42% 80 LF 15" CL III RCP @ 0.50% 30 LF 15" CL III RCP @ 0.50% 23 LF 15" CL III RCP @ 0.63% S-01D-11 101 LF 15" CL III RCP @ 0.75% S-01D-13 S-01D-1435 LF 42" CL III RCP @ 0.26% S-01C-08 22 LF 24" C L III R C P @ 0.50% 138 LF 24" CL III RCP @ 0.49% 40 L F 2 4 " C L I I I R C P @ 0 . 5 0 % STORM SEWE R MA NHOLE RIM 29.28 INV. 1 6 . 8 9 ( W ) STO RM S E W E R MAN HOLE RIM 29.06 INV. 20.05 (N) INV . 2 0.04 (W) STO RM S E W E R MANHO L E RIM 28.91 INV. 13.44 (N) INV. 2 4 . 4 6 ( E ) INV. 1 3 . 4 1 ( S ) STORM S E W E R MAN H OLE RIM 2 8.14 INV . 13.44 (N) INV. 24.46 (E) INV. 24 . 8 2 ( W ) 72 " R C P 72" RCP 18" RC P 18" O VAL STO RM S E W E R YAR D INLET RIM 27.23 INV. 2 4 . 9 6 ( E ) INV . 2 4.99 (W) 18" RC P 18" R C P 18" RC P STO RM S E W E R YAR D INLE T RIM 27.74 INV. 2 4 . 6 7 ( E ) INV . 2 4.53 (W) 18 " R C P 18 " R C P STORM S EWER YAR D INLE T RIM 26.85 INV. 20.65 (N) INV. 2 0 . 6 5 ( S ) 24" RC P RIP-RAP INV. 26.57 INV. 26.89 RIP-RAP INV. 26.34 STO R M S E W E R CUR B INLE T EOP 3 1.81 INV . 2 8.52 (W ) INV. 2 8 . 2 6 ( E ) STOR M SEWER CUR B INLE T EOP 3302 INV. 3 0 . 7 1 ( E ) 15 " R C P SAN I TAR Y SEW E R MAN HOLE RIM 28.72 INV. 16.02 SAN I TAR Y SEW E R MANHO L E RIM 29.26 INV. full of dirt S A N SA N SA N SA N S A N SA N SA N SA N SAN I TAR Y SEW E R MANHO L E RIM 29.91 INV. 15.34 SAN I TAR Y SEW ER MAN HOLE RIM 31.99 INV. 2 1.26 (N) INV . 1 7.03 (W) SAN I TAR Y SEW ER MANHO L E RIM 29.39 INV. 2 3.35 SA N S A N S A N S A N S A N SAN SAN SAN SAN SAN SAN SAN SAN S S S S S S W GAS GA S GA S GA S G AS G A S G A S G G 48 " R CP G GA S GAS GA S GAS GAS GAS GA S GAS 18"R CP INV. 26.23 INV. 25.87 JUNC T ION BOX SANITARY SEWER MANH O L E RIM 2 9.39 INV . 2 3.91 WATER VALV E FIRE HYDR A N T BACK F LOW PREVENTOR WATER METER 8"PV C INV. 27.17 INV. 27.26 RIP- R A P W BACK FLOW PREVENTER WAT E R METER 15"R C P INV. 2 5 . 3 9 HEADWA LL WATER METER HEAD W A L L 15"R C P INV. 25.98 GAS X X X X X CU RB L I N E CURB L INE B-2 BORE LIMIT SIGN SPE E D C-5 S I G N SIGNPARKING SIGNPAR KINGSIGNPAR K I NG SIGNH\C SIGNH\C B-2 BORE CONCRETE MARK E R INFO. C-5 S I G N SIGN SIGNPARKING SIGNPAR KINGSIGNPAR K I NG INFO. SIGN SIGNH\C SIGNH\C X X X X X X X X X X X X X X X X X SIGN STO P SIGN MH MH MH CON C R E TE WALK H\CSIGN CREWCAR X M O D E R N A V I A T I O N A C C E S S R O A D MO DE RN A V I A TI O N DRI V E W A Y A IRP ORT B OULE V A RD AR F F AC C ESS R OAD T E M P R D W Y MO D ER N AVI ATI O N PAR KI N G L O T LOT E AIRPORT BOULEVARD DOLAN DRIVE HE WLE TT D R I V E TRA SK DRI V E LIMIT SIGN SPE E D INF O . S I G N STO P S I G N IN TER IM T ER MI N AL C URBF RON T 29.0 30.0 28.0 29.0 29.0 30.0 3 1.0 30.0 30.0 3 0 . 0 31.0 32. 0 3 3 . 0 3 4 . 0 3 5 . 0 3 6 . 0 SF SF RSC B 30 3 0 . 5 2929 29 29 2 9 30 30 3030303030 28.5 29.5 30.530 . 5 IP IP RECP IST B IST B IP IP RSCB IP IP PS PS PS PS PS IPIPIP IPEXC. #31 IPEXC. #32 IPEXC. #33 IPEXC. #34 SILT FENCE DA #5 SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 5 \ I L M B P 2 - C G D A . d w g Pl o t t e d b y : D a v e S k u r k y Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 1 1 : 0 1 A M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 100% DESIGN 08/09/2024 NORTH CG-181 WMM DAS WMM MATCHLINE SEE CG-180MATCHLINE SEE CG-179 EROSION AND SEDIMENT CONTROL PLAN DRAINAGE AREA MAP (SHEET 5 OF 5) NOTES INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N)INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) STORM SEWERMANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E)INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N)INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALL STORM SEWERMANHOLERIM 24.51INV. 15.24 (NW) INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E)INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWERMANHOLERIM 24.21INV. 13.27 (E)INV. 13.26 (W) STORM SEWERYARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W) STORM SEWERMANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W) STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W) STORM SEWER MANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S)STORM SEWER YARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W) STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W) STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W) STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N)INV. 21.29 (W)INV. 19.71 (E)INV. 18.48 (S) STORM SEWERYARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W) STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W) INV. 15.79 INV. 15.91INV. 15.83 Alleghe n y Drive STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S)STORM SEWER CURB INLETRIM 24.50 (EOP)INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP) INV. 13.76 (E) STORM SEWERMANHOLERIM BURIED STORM SEWERMANHOLERIM 23.84INV. 13.35 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S) STORM SEWERYARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W)INV. 19.41 (S) STORM SEWERYARD INLETRIM 27.00 INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33 INV. 20.17 INV. 20.99 INV. 20.37 STORM SEWERYARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWERYARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S) STORM SEWERMANHOLERIM 25.11INV. 6.52 STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPRIP-RAP STORM SEWERMANHOLERIM 22.71INV. 15.46 (E)INV. 14.39 (S)INV. 14.13 (W)STORM SEWERMANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWERYARD INLETRIM 20.75INV. 7.37 (E) STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N)INV. 17.22 (E)INV. 17.20 (S) STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89 STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90 INV. 23.08 INV. 24.19RIP-RAPINV. 23.98 STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWER YARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWERCURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWER CURB INLETEOP 29.04INV. 25.52 (W) RIP-RAPINV. 26.57 INV. 26.37 INV. 26.36 INV. 25.34 INV. 25.07 INV. 26.89 RIP-RAPINV. 26.34 STORM SEWERCURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWERCURB INLETEOP 3302INV. 30.71 (E) STORM SEWER CURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWERYARD INLETRIM 37.90INV. 33.80 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S)INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W) STORM SEWER CURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S)INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWERCURB INLETEOP 38.96INV. 36.08 (E)INV. 35.90 (W) STORM SEWERMANHOLERIM 41.90INV. 38.91 (S) INV. 37.69 (E)INV. 37.47 (W) STORM SEWERMANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEWERMANHOLERIM 42.01INV. 37.67 (W)INV. 37.62 (S)INV. 37.47 (E) STORM SEWERCURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVEDOVER)0 STORM SEWERCURB INLETEOP 30.68 INV. 26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWERYARD INLETRIM 21.60 INV. 13.28 (N) INV.13.29 (S) STORM SEWERMANHOLE RIM 22.36 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM19.46INV. 15.54 (S) STORM SEWERMANHOLE RIM 22.36 INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S)STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV.12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP)INV. 12.77 (N) INV.12.75 (E) M STOP INFO. SIGN INFO. SIGN LIMIT SIGNSPEEDSIGNPARKING SIGNPARKING LIMIT SIGNSPEED INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNSIGNSTREET B-9BORE B-7BORE B-2BOREB-6BORE B-4BORE INFO. SIGN EXIT SIGN LIMIT SIGNSPEEDSIGNH\C SIGNH\C SIGNH\CINFO. SIGNINFO. SIGNINFO. SIGN LIMIT SIGNSPEED INFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN SIGNSTREETSIGNYIELDSIGNYIELDSIGNINFO.SIGNSTREET SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. SIGNYIELDSIGNINFO. SIGNILM SIGNINFO. LIGHT POLETRAFFIC PED.TRAFFIC SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN SIGNPARKING INFO. SIGN LIMIT SIGNSPEEDSIGNSIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO.SIGN INFO.SIGN SIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGINFO.SIGN SIGNH\C SIGNH\C INFO. SIGN SIGNINFO. INFO. SIGN SIGN INFO. SIGN SIGNINFO.L\PL\PL\P L\P P\PP\PP\PP\PP\PP\P P\PP\PG\WG\WG\WG\W G\WG\WG\WG\WG\WSTOP ELEC.VAULT INFO. SIGN INFO. SIGN LIMIT SIGNSPEEDSIGNPARKING SIGNPARKING LIMIT SIGNSPEED INFO. SIGN INFO. SIGNELEC.VAULT INFO. SIGN INFO. SIGNSIGNSTREET ELEC.BOXB-9BORE B-7BORE SWITCHCABINET B-2BOREB-6BOREAT&TVAULT B-4BORE INFO. SIGN OVERHEAD LINEEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT 5' SIDEWALK EXIT SIGN PED.BELLSOUTHCONCRETEMARKER LIMIT SIGNSPEEDPEDESTAL AT&TPEDESTAL ELEC. CONDUIT BLOCKFOOTER CONC.HEADWALL CONC.HEADWALLCONC.HEADWALLCONC.FLUME GRAVELPARKING CONSTRUCTIONTRAILERSIGNH\C SIGNH\C SIGNH\CL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PINFO. SIGNINFO. SIGNINFO. SIGN LIMIT SIGNSPEEDL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\P L\P L\PL\PL\PAT&TPEDESTALL\PP\PL\PINFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN L\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PINFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGNL\PSTOP SIGNSTOP SIGN TELE.PED.ELEC.MH.TELE.MHELEC.MH. ELEC.MH.ELEC.MH. ELEC.MH.ELEC.MH. TELE.MHTELE.MHTELE.MH TELE.MH TELE.MHTELE.PED.FIBERVAULTELEC.VAULT STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN SIGNSTREETSIGNYIELDPANELELEC.SIGNYIELDSIGNINFO.SIGNSTREET SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEME N T EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMEN T EDGE OF PAVEMENTL\PL\P SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. SIGNYIELDVALVESEWERSIGNINFO. SIGNVAULT ELEC.PED.ELEC.METER SIGNILM SIGNINFO.VAULTFIBER LIGHT POLETRAFFIC VAULTFIBERVAULTSIGNAL MARKERFIBERELEC.METERVAULTFIBERPED.TRAFFIC SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN L\PVAULTELEC. EDGE OF PAVEMENT EDGE OF PAVEMENT SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\PELEC.VAULT SIGNPARKING EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTELEC.VAULT ELEC.VAULTINFO. SIGN LIMIT SIGNSPEEDSIGNELEC.PANELSIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.ELEC.PED.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. ELEC.PED.ELEC.PED.SIGNINFO. SIGNINFO.SIGNELEC.PED.INFO.SIGN TICKETBOOTH ELEC.PED.ELEC.VAULT SIGNPARKINGL\PSIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGL\PSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGELEC.PED.ELEC.PANELINFO.SIGN SIGNH\C SIGNH\C EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEME NT EDGE OF PAVEMENT EDGE OF PAVEMENT DUCTVAULT FAAMARKER GENERATORPAD BACK FLOWPREVENTER WATERMETEREDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT INFO. SIGN TELE.VAULT ELEC.VAULTL\PL\P L\P L\P L\PL\PELEC.VAULTTELE.VAULTELEC.VAULT W\VENCLOSURE TELE.VAULT ELEC.VAULT SIGNINFO.TELE.MHTELE.MH ELEC.MH.L\PELEC.TRANS. INFO. SIGN ELEC.TRANS. SIGN INFO. SIGNL\PL\PL\PSIGNINFO.ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVE GRAVEL DRIVE SPOIL SIGN STOP SIGN BUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF PA V E M E N T EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT FENCE FENCE FENCEWALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 05 KEY MAP LEGEND EROSION CONTROL AREA CALCULATIONS 1. EXISTING INFORMATION IS BASED ON:a. JULY 15, 2022 AND JANUARY 12, 2024, SURVEY.b. LOT F IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. c. PH1A DEMO WORK MAY BE EXISTING, IN PROGRESS OF BEING DEMOLISHED, OR DEMOLISHED AT TIME OF BIDDING. 2. ALL PLAN SHEETS MUST BE PRINTED IN COLOR.3. CONTRACTOR SHALL INSTALL TEMPORARYCONSTRUCTION ENTRANCES WHERE NOTEDON EROSION CONTROL PLANS. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING AND PROTECTING ALL KNOWN UTILITIES DURING CONSTRUCTION. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING EROSION CONTROL MEASURESAFTER RAIN EVENTS AND TAKE CORRECTIVEACTIONS AS NEEDED. CONTRACTOR SHALLALSO BE RESPONSIBLE FOR KEEPING THE RAINFALL LOG. 6. ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE AT THE END OF THIS PACKAGE UNLESS OTHERWISE DIRECTED BY THE RPR OR ENGINEER.7. CONTRACTOR SHALL REGULARLY CHECKEROSION CONTROL MEASURES AS STATED INTHIS CONTRACT AND ENSURE POSITIVE DRAINAGE ACROSS THE JOB SITE. TS CE RSC B RECP LIMITS OF DISTURBANCE TEMPORARY SILT FENCE LOD SF GRAVEL CONSTRUCTION ENTRANCE TEMPORARY SEEDING TEMPORARY ROCK SILT CHECK - TYPE B PS IP PERMANENT SEEDING FILTER SOCK INLET PROTECTION ROLLED EROSION CONTROL PRODUCTS PROPOSED MINOR CONTOURS PROPOSED MAJOR CONTOURS EXISTING MINOR CONTOURS EXISTING MAJOR CONTOURS PROPOSED STORM PIPE EXISTING STORM PIPE IP EXCAVATED DROP INLET PROTECTION EXC. # ROCK INLET SEDIMENT TRAP - TYPE BIST B SILT FENCE DRAINAGE AREA INLET SEDIMENT TRAP DRAINAGE AREA EXCAVATED INLET PROTECTION DRAINAGE AREA INLET PROTECTION DRAINAGE AREA ST SEDIMENT TUBE 1 ADDENDUM #1 08/23/2024 1 1 EROSION AND SEDIMENT CONTROL DETAILS (SHEET 1 OF 4) CG-182 GENERAL EROSION AND SEDIMENTATION CONTROL NOTES 1.THE PURPOSE OF EROSION AND SEDIMENTATION CONTROL IS TO PREVENT POLLUTION OF BODIES OF WATER ON OR ADJACENT TO THEPROJECT SITE. IN ADDITION, EROSION CONTROL SHALL PREVENT DAMAGE TO ADJACENT PROPERTY, AIRPORT PROPERTY AND WORK IN PROGRESS. 2. ALL EROSION AND SILTATION MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN GRADING. THE EROSION CONTROL SYMBOLOGY SHOWN ON PLAN SHEETS SHALL BE UTILIZED IN THE DEFINITION AND UTILIZATION OF ALL EROSION AND SILTATION MEASURES. 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INSPECT ALL EROSION CONTROL DEVICES PERIODICALLY AND AFTER EVERY RAINFALL. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADEIMMEDIATELY. 4. DURING CONSTRUCTION, ALL STORM DRAIN INLETS WILL BE PROTECTED BY SILT TRAPS, MAINTAINED AND MODIFIED AS REQUIRED BYCONSTRUCTION PROGRESS. REFER TO THE TYPICAL DRAINAGE INLET SEDIMENTATION PROTECTION DETAIL THIS SHEET AND THE OTHER OPTIONS SHOWN ON THE EROSION AND SEDIMENTATION CONTROL MEASURES DRAWING. 5. ALL CONSTRUCTION DISCHARGE WATER SHALL BE ADEQUATELY FILTERED TO REMOVE SILT PRIOR TO DISCHARGE INTO WATERWAYS AND WETLANDS. 6. ALL STREAM CROSSINGS AND STREAM DIVERSIONS REQUIRE ENVIRONMENTAL APPROVAL PRIOR TO ANY INSTREAM CONSTRUCTION. 7. THE CONTRACTOR SHALL MAINTAIN STRICT DUST CONTROL DURING THE PROJECT DURATION. THERE ARE OPERATIONAL AREAS, AIRCRAFT PARKED ON THE AIRPORT, COMMERCIAL FACILITIES WHICH PERFORM MAINTENANCE AND REPAIR WORK TO AIRCRAFT. THEREFORE, IT ISIMPERATIVE THAT STRICT DUST CONTROL BE MAINTAINED SO THAT DAMAGE OR NUISANCE TO THE AREAS AND FACILITIES DESCRIBEDABOVE OR AIRPORT OPERATIONAL AREAS IS PREVENTED. THIS DUST CONTROL SHALL ALSO INCLUDE THE DUST WHICH MAY OCCUR DURING ANY CONSTRUCTION PROCEDURE. IF DUST CONTROL IS NOT MAINTAINED TO THE SATISFACTION OF THE RESIDENT PROJECT REPRESENTATIVE (RPR) AND OWNER, THE CONTRACTOR SHALL RECEIVE ONE WARNING. IF FURTHER VIOLATIONS OF THE DUST CONTROL OCCUR, THE CONTRACTOR SHALL BE FINED $1,000.00 FOR EACH INDIVIDUAL INFRACTION IDENTIFIED BY THE RPR AND OWNER. THE RPR ANDOWNER SHALL BE THE SOLE INTERPRETERS OF WHETHER THE DUST IS EXCESSIVE AND WHETHER OR NOT FINES WILL BE LEVIED AGAINST THE CONTRACTOR. 8. EROSION AND SEDIMENTATION CONTROL MEASURES SHOWN AS INTERIM SHALL BE INSTALLED, MAINTAINED, AND ADJUSTED DURING CONSTRUCTION AS NECESSARY ACCORDING TO THE CONTRACTOR'S SEQUENCING AND AS DIRECTED BY THE CPM OR OWNER. INTERIM MEASURES SHALL BE REMOVED BY THE CONTRACTOR AT THE COMPLETION OF CONSTRUCTION. SILT FENCE NOTES 1. SILT FENCE SHALL BE IN PLACE PRIOR TO GRADING. 2. SILT FENCE AND FILTER FABRIC MUST BE ENTRENCHED. 3. POSTS FOR SILT FENCES SHALL BE EITHER 2.5 X 2 INCH DIAMETER WOOD OR 1.25 POUNDS PER LINEAR FOOT STEEL WITH A MINIMUM LENGTH OF 5 FEET. STEEL POSTS SHALL HAVE PROJECTIONS FOR FASTENING WIRE TO THEM. 4. WIRE FENCE REINFORCEMENT FOR SILT FENCES USING STANDARD STRENGTH FILTER CLOTH SHALL BE A MINIMUM OF 42 INCHES IN HEIGHT,A MINIMUM OF 14 GAUGE AND SHALL HAVE A MAXIMUM MESH SPACING OF 6 INCHES. 5. POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AT THE BARRIER LOCATION AND DRIVEN SECURELY INTO THE GROUND (MIN. OF 24 INCHES) WHEN EXTRA STRENGTH FABRIC IS USED. WITHOUT THE WIRE SUPPORT FENCE, POSTS SHALL NOT EXCEED 6 FEET. 6. WHEN EXTRA STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POST. 7. SEDIMENT MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE-HALF THE HEIGHT OF THE BARRIER. 8. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED TOCONFORM WITH THE PROPOSED AND EXISTING GRADES, PREPARED AND SEEDED OR SODDED. 9. UNDER NO CIRCUMSTANCES SHALL SILT FENCE BE CONSTRUCTED IN LIVE STREAMS. 10. SILT FENCE SHALL BE REMOVED UPON COMPLETION OF THE PROJECT OR AT A TIME DIRECTED BY THE OWNER. IF THE OWNER FEELS IT IS NECESSARY FOR THE SILT FENCE TO REMAIN IN PLACE FOR SOME GIVEN TIME AFTER CONSTRUCTION IS COMPLETE, THE CONTRACTOR SHALL LEAVE IT IN PLACE, IN THE PROPERLY INSTALLED WAY, AND WILL, AT THE DIRECTION OF THE OWNER, REMOVE IT AT NO ADDITIONAL COST TO THE OWNER WHEN THE OWNER DEEMS IT APPROPRIATE. SODDING NOTES 1. GROUND PREPARATION, FERTILIZER APPLICATION, SOD DELIVERY AND SOD INSTALLATION SHALL BE IN ACCORDANCE WITH THE CONTRACT SPECIFICATIONS. 2. PRIOR TO DELIVERY OF SOD, THE ENGINEER SHALL BE NOTIFIED OF THE SOURCE, AND SHALL, AT HIS OPTION, INSPECT AND APPROVE THE SOD PRIOR TO CUTTING. 3. THE SOD SHALL BE DELIVERED ALIVE, FRESH, AND UNINJURED, AND SHALL BE TRANSPLANTED WITHIN 24 HOURS OF THE TIME IT WAS CUT. THE CONTRACTOR SHALL WATER THE SOD DAILY UNTIL ROOTS HAVE BEEN ESTABLISHED. SOD SHALL HAVE A SOIL MAT OF SUFFICIENT THICKNESS ADHERING FIRMLY TO THE ROOTS TO WITHSTAND ALL NECESSARY HANDLING. IN ADDITION, SOD SHALL BE SUFFICIENTLY THICKTO SECURE A DENSE STAND OF LIVE GRASS. DEAD SOD SHALL NOT BE USED OR IF THE SOD DIES PRIOR TO ACCEPTANCE OF THE PROJECT,IT SHALL BE REPLACED WITH NEW LIVE SOD IN ACCORDANCE WITH THE CONTRACT SPECIFICATIONS. 4.ABSOLUTELY NO MILLET GRASS WILL BE ALLOWED IN THE SOD. ANY MILLET GRASS FOUND IN THE SODDED AREAS SHALL BE PENALIZED IN ACCORDANCE WITH THE SODDING SPECIFICATION. 5. THE CONTRACTOR SHALL PLACE THE WIDTH OF SOD AS DEFINED IN THE PLANS. MAINTENANCE OF DRAINAGE 1. THROUGHOUT THE COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING POSITIVE (I.E. CONTINUOUS AND FLOWING) DRAINAGE ON ALL DRAINAGE PIPES, SYSTEMS, DITCHES AND OTHER ASSOCIATED DRAINAGE CHANNELS. TEMPORARY DRAINAGE PROVISIONS WILL BE REQUIRED FOR THE CONSTRUCTION OF ALL DRAINAGE RELATED ITEMS. DURING CONSTRUCTION THE CONTRACTOR SHALL NOT BE ALLOWED TO DAM DRAINAGE DITCHES AND INCREASE THE TAIL WATER LEVEL IN THE DITCHES BEYOND THAT WHICH IS ACCEPTABLE BY STATUE. PROOF THAT DAMMING IS ACCEPTABLE WILL BE REQUIRED PRIOR TO ALLOWING THE CONTRACTOR TOUSE THAT METHOD. THE CONTRACTOR SHALL SEQUENCE THE WORK SO THAT AREAS OF STANDING WATER ARE NOT CREATED. THECONTRACTOR WILL BE REQUIRED TO CREATE AND SUBMIT A MAINTENANCE OF DRAINAGE PLAN TO CPM AND THE OWNER FOR APPROVAL.THE MAINTENANCE OF DRAINAGE PLAN SHALL INCLUDE DRAINAGE PHASING PLANS, CONSTRUCTION PROCEDURES, ANY TEMPORARY REROUTING REQUIRED, INTENDED DURATIONS OF TEMPORARY DRAINAGE IN EACH AREA, AND ALL RELATED CONSTRUCTION ACTIVITIES REQUIRED FOR MAINTENANCE OF DRAINAGE. THE CONTRACTOR SHALL ALSO HAVE A CONTINGENCY PLAN INCLUDED WITH THE MAINTENANCE OF DRAINAGE PLAN IN CASE OF A STORM EVENT THAT INDICATES HOW THE CONTRACTOR WILL ALLOW FOR THE INCREASED FLOW RATES DURING THE STORM EVENT. IT IS IMPORTANT THAT THE ACTIVE AIRFIELD AND AREAS UPSTREAM ARE NOT AFFECTED BY ANY TEMPORARY DRAINAGE PROVISIONS. SEEDING NOTES 1. THE QUALITY OF ALL SEED AND ALL OPERATIONS IN CONNECTION WITH THE FURNISHING OF THIS MATERIAL SHALL COMPLY WITH THE NORTH CAROLINA SEED LAW AND WITH THE RULES AND REGULATIONS, ADOPTED BY THE NORTH CAROLINA BOARD OF AGRICULTURE IN ACCORDANCE WITH SAID LAW, IN EFFECT AT THE TIME OF SAMPLING, AND WITH THE QUALITY REQUIREMENTS OF THE STANDARDSPECIFICATIONS. ALL SEED WILL BE SUBJECT TO SAMPLING BY THE ENGINEER, OR BY AN AUTHORIZED REPRESENTATIVE OF THE NORTHCAROLINA DEPARTMENT OF AGRICULTURE, OR BOTH; AND WILL BE TESTED BY THE NORTH CAROLINA DEPARTMENT OF AGRICULTURE.SUPPLEMENTARY TESTING FOR SEED GERMINATION MAY BE PERFORMED BY THE ENGINEER. 2. AREAS TO BE STABILIZED WITH PERMANENT VEGETATION MUST BE SEEDED OR PLANTED ACCORDING TO THE GROUND STABILIZATION TIMEFRAME TABLE BELOW. 3. THE CONTRACTOR SHALL INSTALL EROSION CONTROL GEOMAT IN ALL DITCH BOTTOMS AND SIDEWALLS OR AS DIRECTED BY THE ENGINEER. SEEDING CONSTRUCTION SPECIFICATIONS ·ALL DRAINAGE AND DISTURBED AREAS WILL BE COVERED WITH HYBRID BERMUDA GRASS AND SHALL BE FREE OF MILLET AND BAHIA. MILLET AND BAHIA GRASSES ARE EXPRESSLY PROHIBITED FROM USE ANYWHERE ON THE PROJECT. ·PREPARATION FOR PRIMARY/PERMANENT STABILIZATION SHALL NOT BEGIN UNTIL ALL CONSTRUCTION AND UTILITY WORK WITHIN THE PREPARATION AREA IS COMPLETE. HOWEVER, IT MAY BY NECESSARY TO PREPARE FOR NURSE CROPS PRIOR TO COMPLETION OF CONSTRUCTION AND INSTALLATION OF UTILITIES. ·A NORTH CAROLINA DEPARTMENT OF AGRICULTURE SOILS TEST (OR EQUAL) SHALL BE OBTAINED FOR ALL AREAS TO BE SEEDED, SPRIGGED, SODDED OR PLANTED. RECOMMENDED FERTILIZER AND PH ADJUSTING PRODUCTS SHALL BE INCORPORATED INTO THE PREPARED AREASAND BACKFILL MATERIAL PER THE TEST. ·ALL AREAS TO BE SEEDED OR PLANTED SHALL BE TILLED OR RIPPED TO A DEPTH SPECIFIED ON THE APPROVED PLANS, CONSTRUCTION SEQUENCE AND/OR CONSTRUCTION BID LIST. RIPPING CONSISTS OF CREATING FISSURES IN A CRISS-CROSS PATTERN OVER THE ENTIRE SURFACE AREA, UTILIZING AN IMPLEMENT THAT WILL NOT GLAZE THE SIDE WALLS OF THE FISSURES. SITE PREPARATION THAT DOES NOT COMPLY WITH THESE DOCUMENTS SHALL NOT BE ACCEPTABLE. THE DEPTH OF SOIL PREPARATION MAY BE ESTABLISHED AS A RANGE BASED ON THE APPROVAL OF THE REVIEWING STATE OR LOCAL AGENCY. ONCE TILLED OR RIPPED ACCORDING TO THE APPROVED PLAN, ALL AREAS ARE TO BE RETURNED TO THE APPROVED FINAL GRADE. PH MODIFIERS AND/OR OTHER SOIL AMENDMENTS SPECIFIED IN THE SOILTESTS CAN BE ADDED DURING THE SOIL PREPARATION PROCEDURE OR AS DESCRIBED BELOW. SOIL PREPARATION 1. SOIL PREPARATION SHALL INCLUDE THE ADDITION OF PULVERIZED AGRICULTURAL LIMESTONE AT A RATE OF TWO (2) TONS PER ACRE AND THE ADDITION OF FERTILIZER AT A RATE OF 1,000 POUNDS PER ACRE OF 10-10-10 IN THE FALL OR 5-10-10 IN THE SPRING. 2. EQUIVALENT NUTRIENTS MAY BE APPLIED WITH OTHER FERTILIZER FORMULATIONS AT THE ENGINEER'S DISCRETION. 3. PRIOR TO LAYING SOD, CLEAR THE SOIL SURFACE OF TRASH, DEBRIS, ROOTS, BRANCHES, STONES, AND CLODS LARGER THAN THREE (3) INCHES IN DIAMETER. 4. ALL LOW SPOTS SHALL BE FILLED OR LEVELED TO AVOID STANDING WATER. 5. RAKE OR HARROW THE SITE TO ACHIEVE A SMOOTH AND LEVEL FINAL GRADE. 6. FINALIZE THE SOIL PREPARATION BY ROLLING OR CULTIPACKING TO FIRM THE SOIL. AVOID USING HEAVY EQUIPMENT ON THIS AREA AS TOAVOID OVER COMPACTION THUS MAKING IT DIFFICULT FOR THE SOD TO TAKE ROOT. SEED INSTALLATION 1. TILL OR DISC THE PREPARED AREAS TO BE SEEDED TO A MINIMUM DEPTH OF FOUR (4) INCHES. REMOVE STONES LARGER THAN THREE (3) INCHES ON ANY SIDE, STICKS, ROOTS AND OTHER EXTRANEOUS MATERIALS THAT SURFACE. IF NOT INCORPORATED DURING THE SOIL PREPARATION PROCESS, ADD PH MODIFIER AND FERTILIZERS AT THE RATE SPECIFIED IN THE SOIL TEST REPORT. 2. RE-COMPACT THE AREA UTILIZING A CULTIPACKER ROLLER. THE FINISHED GRADE SHALL BE A SMOOTH EVEN SOIL SURFACE WITH A LOOSE,UNIFORMLY FINE TEXTURE. ALL RIDGES AND DEPRESSIONS SHALL BE REMOVED AND FILLED TO PROVIDE THE APPROVED SURFACEDRAINAGE. SEEDING OF GRADED AREAS IS TO BE DONE IMMEDIATELY AFTER FINISHED GRADES ARE OBTAINED AND SEEDBED PREPARATIONIS COMPLETED. 3. PREPARE THE SEED BED AS DESCRIBED ABOVE IN SOIL PREPARATION. APPLY SEED AT A RATE OF 25 POUNDS/ACRE AS RECOMMENDED IN TABLES 6.11A-C OF THE NORTH CAROLINA EROSION AND SEDIMENTATION CONTROL PLANNING AND DESIGN MANUAL, WITH A CYCLONE SEEDER, PROP TYPE SPREADER, DRILL, OR HYDROSEEDER ON AND/OR INTO THE PREPARED BED. INCORPORATE THE SEED INTO THE SEED BED AS SPECIFIED. PROVIDE FINISHED GRADES AS SPECIFIED ON THE APPROVED PLAN AND CAREFULLY CULTI-PACK THE SEEDBED AS TERRAIN ALLOWS. IF TERRAIN DOES NOT ALLOW FOR THE USE OF A CULTIPACKER, THE APPROVED PLANS AND CONSTRUCTION SEQUENCEMUST PROVIDE AN ALTERNATIVE METHOD OF LIGHTLY COMPACTING THE SOIL. MULCH IMMEDIATELY. MULCH APPLICATION 1. MULCH ALL SEEDED AREAS WITH GRAIN STRAW OR ANOTHER APPROVED MULCH MATERIAL. 2. APPLY MULCH WITHIN 24 HOURS AFTER COMPLETION OF SEEDING. EXERCISE CARE TO PREVENT THE DISPLACEMENT OF SOIL OR SEED OR OTHER DAMAGE TO THE SEEDED AREA DURING MULCHING OPERATIONS 3. SPREAD MULCH UNIFORMLY BY HAND OR BY APPROVED MECHANICAL SPREADERS OR BLOWERS WITHI WILL PROVIDE AN ACCEPTABLE APPLICATION. SODDING CONSTRUCTION SPECIFICATIONS ·ALL DRAINAGE CHANNELS AND OTHER DISTURBED AREAS WILL BE COVERED WITH HYBRID BERMUDA GRASS AND SHALL BE FREE OF MILLET. MILLET GRASS IS EXPRESSLY PROHIBITED FROM USE ANYWHERE ON THE PROJECT. ·LAY SOD IN A STAGGERED PATTERN WITH STRIPS BUTTED TIGHTLY AGAINST EACH OTHER. A SHARPENED MASON'S TROWEL CAN BE USED TO TUCK DOWN THE ENDS AND TRIM PIECES. ·BUTTING - ANGLED ENDS CAUSED BY THE AUTOMATIC SOD CUTTING MUST BE MATCHED CORRECTLY. ·ROLL SOD IMMEDIATELY TO ACHIEVE FIRM CONTACT WITH SOIL. ·WATER TO A DEPTH OF 4" AS SOON AS THE SOD IS LAID, AND CONTINUE WATERING AS NEEDED, ·MOW WHEN THE SOD IS ESTABLISHED (TWO TO THREE WEEKS). SET THE MOWER HEIGHT TO TWO TO THREE INCHES. SOIL PREPARATION 1. SOIL PREPARATION SHALL INCLUDE THE ADDITION OF PULVERIZED AGRICULTURAL LIMESTONE AT A RATE OF TWO (2) TONS PER ACRE AND THE ADDITION OF FERTILIZER AT A RATE OF 1,000 POUNDS PER ACRE OF 10-10-10 IN THE FALL OR 5-10-10 IN THE SPRING. 2. EQUIVALENT NUTRIENTS MAY BE APPLIED WITH OTHER FERTILIZER FORMULATIONS AT THE ENGINEER'S DISCRETION. 3. PRIOR TO LAYING SOD, CLEAR THE SOIL SURFACE OF TRASH, DEBRIS, ROOTS, BRANCHES, STONES, AND CLODS LARGER THAN TWO (2)INCHES IN DIAMETER. 4. ALL LOW SPOTS SHALL BE FILLED OR LEVELED TO AVOID STANDING WATER. 5. RAKE OR HARROW THE SITE TO ACHIEVE A SMOOTH AND LEVEL FINAL GRADE. 6. FINALIZE THE SOIL PREPARATION BY ROLLING OR CULTIPACKING TO FIRM THE SOIL. AVOID USING HEAVY EQUIPMENT ON THIS AREA AS TO AVOID OVER COMPACTION THUS MAKING IT DIFFICULT FOR THE SOD TO TAKE ROOT. SOD INSTALLATION 1. MOISTENING THE SOD AFTER IT IS UNROLLED. STORE IN THE SHADE DURING INSTALLATION. 2. RAKE THE SOIL SURFACE TO BREAK THE CRUST JUST BEFORE LAYING THE SOD. IN THE SUMMER, LIGHTLY IRRIGATE THE SOIL,IMMEDIATELY BEFORE LAYING THE SOD TO COOL THE SOIL, REDUCING ROOT BURNING, AND DIEBACK. 3. DO NOT SOD ON GRAVEL, FROZEN SOILS, OR SOILS THAT HAVE BEEN TREATED RECENTLY WITH STERILANTS OR HERBICIDES. 4. LAY THE FIRST ROW OF SOD IN A STRAIGHT LINE WITH SUBSEQUENT ROWS PLACED PARALLEL TO AND BUTTING TIGHTLY AGAINST EACH OTHER. STAGGER STRIPS IN A BRICK-LIKE PATTERN. BE SURE THAT THE SOD IS NOT STRETCHED OR OVERLAPPED AND THAT ALL JOINTS ARE BUTTED TIGHTLY TO PREVENT VOIDS. USE A KNIFE OR SHARPENED SPADE TO TRIM AND FIT IRREGULARLY SHAPED AREAS. 5. INSTALL STRIPS OF SOD WITH THEIR LONGEST DIMENSION PERPENDICULAR TO THE SLOPE. ON SLOPES 3:1 OR GREATER, OR WHATEVER EROSION MY BE A PROBLEM, SECURE SOD WITH PEGS OR STAPLES. 6. AS SODDING OR CLEARLY DEFINED AREAS IS COMPLETED, ROLL SOD TO PROVIDE FIRM CONTACT BETWEEN ROOTS AND SOIL. 7. AFTER ROLLING, IRRIGATE UNTIL THE SOIL IS WET FOUR (4) INCHES BELOW THE SOD. KEEP SODDED AREAS MOIST TO A DEPTHOF FOUR (4) INCHES UNTIL THE GRASS TAKES ROOT. THIS CAN BE DETERMINED BY GENTLY TUGGING ON THE SOD - RESISTANCE INDICATES THAT ROOTING HAS OCCURRED. 8. MOWING SHOULD NOT BE ATTEMPTED UNTIL THE SOD IS FIRMLY ROOTED, USUALLY TWO TO THREE WEEKS. WATERWAY SOD INSTALLATION 1. PREPARE THE SOIL AS DESCRIBED IN PRACTICE 6.30, GRASS-LINED CHANNELS. THE SOD TYPE MUST BE ABLE TO WITHSTANDTHE VELOCITY OF FLOW SPECIFIED IN THE CHANNEL DESIGN (APPENDIX 8.05 OF THE EROSION AND SEDIMENTATION CONTROLAND PLANNING AND DESIGN MANUAL) 2. LAY SOD STRIPS PERPENDICULAR TO THE DIRECTION OF FLOW, WITH THE LATERAL JOINTS STAGGERED IN A BRICK-LIKE PATTERN. EDGES SHOULD BUTT TIGHTLY TOGETHER. 3. USE PEGS OR STAPLES TO FASTEN SOD FIRMLY AT THE ENDS OF STRIPS AND IN THE CENTER , OR EVERY THREE TO FOUR FEET IF THE STRIPS ARE LONG. WHEN READY TO MOW, DRIVE PEGS OR STAPLES FLUSH WITH THE GROUND. 4. IN CRITICAL AREA, SECURE SOD WITH NETTING AND STAPLES. LAND GRADING CONSTRUCTION SPECIFICATIONS 1. FINISHED LAND SURFACES WILL BE GRADED AS SHOWN ON THE EROSION AND SEDIMENTATION CONTROL PLAN. 2. CUT SLOPES WILL BE 4:1 OR FLATTER FOR MAINTENANCE BY MOWING AND ROUGHENED FOR VEGETATIVE ESTABLISHMENT. 3. TOPSOIL WILL BE REMOVED FROM AREAS TO BE GRADED AND FILLED, AND IT WILL BE STOCKPILED IN LOCATIONS SHOWN ON THE DEVELOPMENT PLAN (NOT PART OF THE EROSION AND SEDIMENTATION CONTROL PLAN). 4. AREAS TO BE FILLED WILL BE CLEARED AND GRUBBED. 5. FILL WILL BE PLACED IN LAYERS NOT TO EXCEED 9" AND COMPACTED AS REQUIRED IN THE SPECIFICATIONS FOR THE DEVELOPMENT PLAN (NOT PART OF THE EROSION AND SEDIMENTATION CONTROL PLAN). 6. FROZEN OR SOFT AND HIGHLY COMPRESSIBLE MATERIAL WILL NOT BE USED AS FILL. 7. ROAD AND PARKING SURFACES WILL BE SLOPED AS SHOWN ON GRADING AND PAVING PLAN (NOT PART OF THE EROSION AND SEDIMENTATION CONTROL PLAN). 8. LAND ADJOINING PAVED AREAS WILL BE SLOPED NO STEEPER THAN 6:1 AND GRADED TO DRAIN AS SHOWN. 9. CUTTING AND FILLING WILL BE COMPLETED AS A CONTINUOUS OPERATION UNTIL FINAL GRADE IS REACHED. SHOULD GRADING BE TEMPORARILY DISCONTINUED, A TEMPORARY DIVERSION WILL BE CONSTRUCTED ACROSS THE MIDDLE OF THE DISTURBED AREA TO SLOW THE RATE OF FLOW ON THE SITE. 10. AS SOON AS FINAL GRADES ARE REACHED, THE GRADED AREAS WILL BE STABILIZED IN ACCORDANCE WITH THE VEGETATIVEPLAN. SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF THE SITE WHERE LAND-DISTURBING ACTIVITIES HAVETEMPORARILY OR PERMANENTLY CEASED ACCORDING TO THE GROUND STABILIZATION TIMEFRAME TABLE BELOW. 11. WHEN THE DEVELOPED SITE HAS BEEN PROPERLY STABILIZED, ALL TEMPORARY SEDIMENT AND EROSION CONTROL MEASURES WILL BE REMOVED BY THE CONTRACTOR, THE DISTURBED AREA GRADED TO BLEND WITH THE SURROUNDING AREA, AND VEGETATED. GROUND STABILIZATION TIMEFRAME TABLE WMM DAS WMM SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 5 \ I L M B P 2 - C G - 1 8 2 - 1 8 5 . d w g Pl o t t e d b y : D a v e S k u r k y Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 1 1 : 0 9 A M WILMINGTON INTERNATIONAL AIRPORT 100% DESIGN 08/09/2024 ADDENDUM #1 08/23/20241 1 1 1 EROSION AND SEDIMENT CONTROL DETAILS (SHEET 2 OF 4) CG-183 SF WMM DAS WMM SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 5 \ I L M B P 2 - C G - 1 8 2 - 1 8 5 . d w g Pl o t t e d b y : D a v e S k u r k y Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 1 1 : 0 9 A M WILMINGTON INTERNATIONAL AIRPORT 100% DESIGN 08/09/2024 1 EROSION AND SEDIMENT CONTROL DETAILS (SHEET 3 OF 4) CG-184 A A 4' #57 WASHED STONE TEMPORARY SILT FENCE 4' MIN. NCDOT CLASS B EROSION CONTROL STONE 6" LAYER NCDOT #57 WASHED STONE FILTER FABRIC 2:12:1 WATER F L O W FILTER FABRIC NOTE: SILT FENCE OUTLET SHALL BE PLACED A MINIMUM OF 100 LF APART AND IN LOW SPOTS, OR AS DIRECTED BY ENGINEER. OUTLETS ARE REQUIRED AT ANY LOW POINT WHERE RUNOFF WILL CONCENTRATE. 1'-6" MIN @ CENTER WMM DAS WMM SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 5 \ I L M B P 2 - C G - 1 8 2 - 1 8 5 . d w g Pl o t t e d b y : D a v e S k u r k y Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 1 1 : 0 9 A M WILMINGTON INTERNATIONAL AIRPORT 100% DESIGN 08/09/2024 NOTE: WATTLE TO BE HELD IN PLACE WITH CONCRETE BLOCK WHEN INSTALLED ON PAVEMENT. CONTRACTOR TO ENSURE ENOUGH BLOCKS ARE PLACED TO KEEP FILTER SOCKS IN PLACE DURING RAIN EVENTS. 1 EROSION AND SEDIMENT CONTROL DETAILS (SHEET 4 OF 4) CG-185 EXC. # WMM DAS WMM SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 5 \ I L M B P 2 - C G - 1 8 2 - 1 8 5 . d w g Pl o t t e d b y : D a v e S k u r k y Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 1 1 : 0 9 A M WILMINGTON INTERNATIONAL AIRPORT 100% DESIGN 08/09/2024 1 ADDENDUM #1 08/23/20241 1 STOP SIGN STOP SIGN SIGNYIELD SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO.STOP SIGN SIGNINFO. SIGNINFO. SIGNINFO.SIGNINFO. STOP SIGN STOP SIGN SIGNYIELD SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO.STOP SIGN SIGNINFO. SIGNINFO. SIGNINFO.SIGNINFO. 10 54+11 00+12 00+13 00+14 00+15 00+16 00+17 00+18 00+ 19 00+ 20 00+ BEGIN PAVEMENT: STA 14+68.78 BEGIN 2' SHLDR (R)STA 14+68.78 BEGIN 2' SHLDR (L) STA 16+01.82 END 2' SHLDR (R) STA 16+14.07 16 14+17 00+ 18 00+ 19 00+ 20 00+ BEGIN 2' SHLDR (R)STA 17+98.82 END 2' SHLDR (R)STA 21+86.17 CL: CELL PHONE LOT 8" X 18" CONCRETE CURB CL AIRPORT BOULEVARD STA: 15+30.37, 14.00' L CL AIRPORT BOULEVARD STA: 15+57.62, 14.00' L CL AIRPORT BOULEVARD STA: 15+30.37, 100.00' L CL AIRPORT BOULEVARD STA: 15+58.52, 100.00' L PAVING CONSTRUCTED FOR PHASE 1A RETURN TO TERMINAL TO REMAIN IN PLACE SAWCUT AND REMOVE TEMPORARY PAVING PLACED IN PHASE 1A.CONSTRUCT RAISED ISLAND.CONSTRUCT 146 SY OF CONCRETE ISLAND COVER R69.00'R 57.00' BEGIN ALIGNMENT CL AIRPORT BOULEVARD: STA 10+53.79 PC : 1 8 + 1 8 . 9 3 BEGIN CROSS SLOPE TRANSITION STA 21+26.21 CEL L PH O N E L OT CELL P HONE LOT R3 3 3 . 00 ' R33 3 . 00' R3.00' TYP 2%12 . 00 '12 . 00 ' 12 . 00 ' 24.00'24.00' 2% 2% 12.00' 12. 0 0 ' CL AIRPORT BOULEVARD STA: 16+14.07, 12.00' R = CL CELL PHONE LOT STA: 16+14.07 AIRPORT BLVD PROFILE 18 20 22 24 26 28 30 32 18 20 22 24 26 28 30 32 -0.14% PV I S T A = 1 4 + 6 8 . 7 8 PV I E L E V = 2 5 . 5 7 9+50 10+00 26 . 5 9 11+00 26 . 4 1 26 . 2 6 12+00 26 . 1 5 25 . 9 3 13+00 25 . 7 6 25 . 6 7 14+00 25 . 6 4 25 . 4 9 25 . 5 2 15+00 25 . 4 0 25 . 4 5 25 . 3 8 25 . 3 8 16+00 25 . 2 9 25 . 3 1 25 . 3 2 25 . 2 4 17+00 25 . 2 2 25 . 1 7 25 . 1 3 25 . 1 0 18+00 25 . 0 3 25 . 0 3 24 . 9 2 24 . 9 6 19+00 23 . 7 7 24 . 8 9 19+50 EXISTING GROUND PROPOSED GRADE: CL AIRPORT BOULEVARD EX I S T I N G PR O P O S E D MA TC H LIN E ST A 19 + 50 . 00 LEGEND ASPHALT PAVEMENT (A/CP303) ASPHALT PAVEMENT (B/CP303) TEMPORARY PAVEMENT PROPOSED COMBINATION INLET PROPOSED STORM DRAINAGE LINE EXISTING STORM DRAINAGE LINE CP-100 JRL AIRPORT BOULEVARD PLAN AND PROFILE (SHEET 1 OF 3) KT AGS NORTH NOTES1.EXISTING INFORMATION IS BASED ON:a. JULY 15, 2022 AND JANUARY 12, 2024,SURVEY.b. LOT F IS BASED ON OCTOBER 2023 CADDFILE RECEIVED FROM ILM CONSULTANT.c.PH1A DEMO WORK MAY BE EXISTING, INPROGRESS OF BEING DEMOLISHED, ORDEMOLISHED AT TIME OF BIDDING. 2. ALL PLAN SHEETS MUST BE PRINTED IN COLOR PROPOSED PHASE 1B FEATURES PH1A CONSTRUCTION FEATURES EXISTING FEATURES SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 4 8 6 7 3 2 \ I L M B P 2 - C P - 1 0 0 . d w g Pl o t t e d b y : T a n w a n i , K u n a l Pl o t t e d o n : 8 / 2 2 / 2 0 2 4 4 : 2 0 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 100% DESIGN 08/09/2024 1 ADDENDUM #11 08/23/2024 NC D O T R\W D IS K IN F O. S I G N SIG N IN F O. IN F O . S IGN GR A V E L PARKING CON ST RUCTION TRA ILE R IN F O. S I G N SIG N IN F O. IN F O . S IGN 18 00 + 19 00+ 20 00+ 21 00+ 22 00+23 00+24 00+25 00+26 00+ 27 00+ 28 0 0+ BEGIN 2'-6" CURB & GUTTER (R)STA 23+71.28 END PAVEMENT: STA 27+53.14 END ALIGNMENT CL AIRPORT BLVD: STA 28+00.00 END 2' SHLDR (L) BEGIN 2'-6" CURB & GUTTER (L) STA 21+75.84 END 2'-6" CURB & GUTTER (R): STA 27+53.14 EN D 2 '-6 " C U R B & G U TTER (L ): STA 2 7 +5 3 .1 4 BEGIN 2'-6" CURB & GUTTER (L): STA 27+14.28TIE INTO PARKING 2'-6" CURB & GUTTER (L): STA 24+68.16 END CROSS SLOPE TRANSITIONSTA 21+75.45 2561+ 2600+ 27 0 0 + 2 8 0 0 + 18 00+ 19 00+ 20 00+ 21 00+ 22 00+23 00+23 26+ BEGIN 2' SHLDR (R)STA 17+98.82 END 2' SHLDR (R) STA 21+86.17 CL: CELL PHONE LOT CL: CELL PHONE LOT CL: INTERIM TERMINAL CURBFRONT AIRPORT BOULEVARD I N T E R I M T E R M I N A L C U R B F R O N T CL: AIRPORT BOULEVARD R 3 3 3 . 0 0 ' PC : 26 + 1 4 . 45 PC: 18+ 1 8 . 93 P T : 2 7 + 7 8 . 6 6 PT: 2 1+7 5.8 4BEGIN CROSS SLOPE TRANSITION STA 21+26.21 CELL P H O NE LO T CELL P H O NE LO T R3 33.0 0' R 3 3 3 . 0 0 ' 2% 12.00' 12.0 0' 2 % 2 % 1 2 . 0 0 ' 1 2 .0 0' CL AIRPORT BOULEVARD STA: 23+71.28, 12.00' R = CL CELL PHONE LOT STA: 22+73.12 CL AIRPORT BOULEVARD STA: 26+14.45 = CL TEMPORARY CURBFRONT STA: 26+14.45 AIRPORT BLVD PROFILE 18 20 22 24 26 28 30 32 18 20 22 24 26 28 30 32 0.42% 150.00' VC LOW POINT STA = 23+95.37LOW POINT ELEV = 24.29 K = 255.05 PVI STA = 24+34.39PVI ELEV = 24.20 BV C S : 2 3 + 5 9 . 3 9 BV C E : 2 4 . 3 1 EV C S : 2 5 + 0 9 . 3 9 EV C E : 2 4 . 5 4 PV I S T A = 2 7 + 5 3 . 1 4 PV I E L E V = 2 5 . 6 3 23 . 7 7 24 . 8 9 19+50 23 . 8 7 24 . 8 2 20+00 24 . 3 3 24 . 7 5 23 . 8 6 24 . 6 8 21+00 23 . 1 9 24 . 6 1 22 . 6 6 24 . 5 4 22+00 22 . 3 9 24 . 4 7 22 . 5 5 24 . 3 9 23+00 23 . 6 1 24 . 3 2 24 . 6 5 24 . 2 9 24+00 24 . 4 3 24 . 3 4 25 . 2 1 24 . 5 0 25+00 25 . 6 0 24 . 7 2 25 . 9 3 24 . 9 5 26+00 25 . 5 7 25 . 1 7 25 . 2 9 25 . 3 9 27+00 24 . 5 9 25 . 6 2 25 . 2 5 28+00 EXISTING GROUND PROPOSED GRADE: CL AIRPORT BOULEVARD EX I S T I N G PR O P O S E D -0.14% M A T C H L I N E S T A 1 9 + 5 0 . 0 0 LEGEND ASPHALT PAVEMENT (A/CP303) ASPHALT PAVEMENT (B/CP303) TEMPORARY PAVEMENT PROPOSED COMBINATION INLET PROPOSED STORM DRAINAGE LINE EXISTING STORM DRAINAGE LINE CP-101 JRL AIRPORT BOULEVARD PLAN AND PROFILE (SHEET 2 OF 3) KT AGS NO RTH NOTES1. EXISTING INFORMATION IS BASED ON:a. JULY 15, 2022 AND JANUARY 12, 2024,SURVEY.b. LOT F IS BASED ON OCTOBER 2023 CADDFILE RECEIVED FROM ILM CONSULTANT.c. PH1A DEMO WORK MAY BE EXISTING, INPROGRESS OF BEING DEMOLISHED, ORDEMOLISHED AT TIME OF BIDDING. 2. ALL PLAN SHEETS MUST BE PRINTED IN COLOR PROPOSED PHASE 1B FEATURES PH1A CONSTRUCTION FEATURES EXISTING FEATURES SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 4 8 6 7 3 2 \ I L M B P 2 - C P - 1 0 0 . d w g Pl o t t e d b y : T a n w a n i , K u n a l Pl o t t e d o n : 8 / 2 2 / 2 0 2 4 4 : 2 0 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 100% DESIGN 08/09/2024 1 ADDENDUM #11 08/23/2024 CU R B LINE CURB LINE INFO. SIG N B-7 BORE B-2 BORE B-6 BORE INFO. SIG N INFO. SIGN INFO. SIG N C-5 SIGN LIMIT SIGN SPEED SIGNPARKING SIGNPARKING INFO. SIGN SIGNH\C SIGNH\C INFO. SIG N B-7 BORE B-2 BORE B-6 BORE INFO. SIG N INFO. SIG N INFO. SIG N C-5 SIGN LIMIT SIGN SPEED SIGNPARKING SIGNPARKING INFO. SIGN SIGNH\C SIGNH\C X X X X X X X X X X XX XX X X 49 00+ 50 00+ 51 00+ 52 00+ 53 00+54 00+55 00+ 56 00+ 5 7 0 0+ 5 7 51+ BEGIN PAVEMENT: STA 49+53.14 END PAVEMENT: STA 54+67.68 END 2'-6" CURB & GUTTER (L): STA 56+02.41 BEGIN 2'-6" CURB & GUTTER (L): STA 49+53.14 END 2'-6" CURB & GUTTER (L): STA 49+88.94 BEGIN 2'-6" CURB & GUTTER (R): STA 49+53.14 END 2'-6" CURB & GUTTER (R): STA 50+84.97 BEGIN 2'-6" CURB & GUTTER (L): STA 50+79.43 24.00' 41 00 + 42 00 + 4 3 0 0 + 44 00+ END PAVEMENT OUTSIDE LANE: STA 50+84.97 CL: INTERIM TERMINAL CURBFRONT AIRPORT BOULEVARD CL: AIRPORT BOULEVARD R1200.0 0' E P : 5 7 + 5 1 . 0 5 12.00' 12.0 0' CL AIRPORT BOULEVARD STA: 50+84.97 = CL TEMPORARY CURBFRONT STA: 44+52.73 AIRPORT BLVD PROFILE 24 26 28 30 32 34 36 24 26 28 30 32 34 36 31 . 4 1 48+00 31 . 5 6 31 . 0 9 49+00 30 . 6 0 29 . 6 8 32 . 0 3 50+00 29 . 9 2 31 . 8 0 31 . 5 8 31 . 5 8 51+00 31 . 3 6 31 . 3 5 31 . 1 3 31 . 1 3 52+00 30 . 9 1 30 . 9 0 30 . 6 8 30 . 6 8 53+00 30 . 4 5 30 . 4 5 30 . 2 3 30 . 2 3 54+00 30 . 0 0 30 . 0 0 29 . 7 8 55+00 29 . 5 5 29 . 3 2 56+00 29 . 1 0 28 . 8 7 57+00 -0.45% PV I S T A = 4 9 + 5 3 . 1 4 PV I E L E V = 3 2 . 2 4 PV I S T A = 5 4 + 6 7 . 8 3 PV I E L E V = 2 9 . 9 2 EXISTING GROUND PROPOSED GRADE: CL AIRPORT BOULEVARD EX I S T I N G PR O P O S E D PROFILE TIES TOPHASE 1A BUILTCONDITION 4:1 SLOPE LEGEND ASPHALT PAVEMENT (A/CP303) ASPHALT PAVEMENT (B/CP303) TEMPORARY PAVEMENT PROPOSED COMBINATION INLET PROPOSED STORM DRAINAGE LINE EXISTING STORM DRAINAGE LINE CP-102 JRL AIRPORT BOULEVARD PLAN AND PROFILE (SHEET 3 OF 3) KT AGS N O R TH NOTES1. EXISTING INFORMATION IS BASED ON:a. JULY 15, 2022 AND JANUARY 12, 2024,SURVEY.b. LOT F IS BASED ON OCTOBER 2023 CADDFILE RECEIVED FROM ILM CONSULTANT.c. PH1A DEMO WORK MAY BE EXISTING, INPROGRESS OF BEING DEMOLISHED, ORDEMOLISHED AT TIME OF BIDDING. 2. ALL PLAN SHEETS MUST BE PRINTED IN COLOR PROPOSED PHASE 1B FEATURES PH1A CONSTRUCTION FEATURES EXISTING FEATURES SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 4 8 6 7 3 2 \ I L M B P 2 - C P - 1 0 0 . d w g Pl o t t e d b y : T a n w a n i , K u n a l Pl o t t e d o n : 8 / 2 2 / 2 0 2 4 4 : 2 0 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 100% DESIGN 08/09/2024 1 ADDENDUM #11 08/23/2024 CURB LI N E CU R B LINE L O T B L O T A T R A D E W I N D S D R I V E A I R P O R T B O U L E V A R D 26 14 + 27 00 + 28 00+29 00+30 00+31 00+32 00+33 00+34 00+35 00+36 00+37 + BEGIN ALIGNMENT CL INTERIM TERMINAL CURBFRONT: STA 26+14.45 = CL AIRPORT BOULEVARD: STA 26+14.45 PC: 26+26.89 PT: 2 7 + 5 9 . 5 2 12.0 0' 12 . 00 ' 12 . 00 ' 450.00' BEGIN LANE TRANSITIONSTA 30+95.76 END LANE TRANSITIONBEGIN 9" X 18" CONCRETE CURBBEGIN SIDEWALK STA 31+84.50 BEGIN LANE TRANSITION END 9" X 18" CONCRETE CURBEND SIDEWALKSTA 36+34.50 R75.0 0 ' 12 . 00 ' 48 . 00 ' 15 . 00 ' 24 00 + 25 00 + 26 00 + 27 00 + 2 8 0 0 + CL: AIRPORT BOULEVARD INTERIM TERMINAL CURBFRONT INTERIM TERMINAL CURBFRONT AIR P OR T B OU L EVARD 2% 24 . 00 ' TEMPORARY CURBFRONT PROFILE 20 22 24 26 28 30 32 34 20 22 24 26 28 30 32 34 25+00 26+00 25 . 5 9 25 . 1 5 25 . 3 1 25 . 4 1 27+00 25 . 3 6 25 . 7 9 25 . 6 8 26 . 2 6 28+00 25 . 2 5 26 . 7 4 22 . 6 4 27 . 2 1 29+00 22 . 2 0 27 . 6 9 23 . 5 4 28 . 1 6 30+00 24 . 2 6 28 . 6 4 24 . 2 0 29 . 1 2 31+00 25 . 1 0 29 . 5 9 25 . 8 0 30 . 0 2 32+00 27 . 1 1 30 . 2 4 28 . 6 8 30 . 2 5 33+00 26 . 5 4 30 . 2 5 28 . 4 2 30 . 2 5 34+00 29 . 4 9 30 . 2 5 29 . 7 4 30 . 2 5 35+00 29 . 8 9 30 . 2 5 29 . 9 1 30 . 2 5 36+00 29 . 9 7 30 . 2 5 30 . 1 2 30 . 2 5 37+00 0.43% 0 .9 5 % 0.00% 100.00' VC LOW POINT STA = 26+61.40LOW POINT ELEV = 25.20 K = 191.17 PVI STA = 27+11.40PVI ELEV = 25.42 BV C S : 2 6 + 6 1 . 4 0 BV C E : 2 5 . 2 0 EV C S : 2 7 + 6 1 . 4 0 EV C E : 2 5 . 8 9 100.00' VC PVI STA = 31+66.48PVI ELEV = 30.25K = 105.07 HIGH POINT STA: 32+16.48 HIGH POINT ELEV: 30.25 BV C S : 3 1 + 1 6 . 4 8 BV C E : 2 9 . 7 8 EV C S : 3 2 + 1 6 . 4 8 EV C E : 3 0 . 2 5 PV I S T A = 2 6 + 1 6 . 4 0 PV I E L E V = 2 5 . 0 1 EX I S T I N G PR O P O S E D PROPOSED 30" CLASS III RCP PIPE EXISTING GROUND PROPOSED GRADE: INTERIM TERMINAL CURBFRONT MA T C H L I N E S T A 3 7 + 0 0 . 0 0 CP-110 JRL INTERIM TERMINAL CURBFRONT PLAN AND PROFILE (SHEET 1 OF 2) KT JKG LEGEND ASPHALT PAVEMENT (A/CP303) CONCRETE SIDEWALK (F/CP303) ASPHALT PAVEMENT (B/CP303) TEMPORARY PAVEMENT PROPOSED COMBINATION INLET PROPOSED STORM DRAINAGELINE EXISTING STORM DRAINAGE LINE NOTES1.EXISTING INFORMATION IS BASED ON:a. JULY 15, 2022 AND JANUARY 12, 2024,SURVEY.b. LOT F IS BASED ON OCTOBER 2023 CADDFILE RECEIVED FROM ILM CONSULTANT.c.PH1A DEMO WORK MAY BE EXISTING, INPROGRESS OF BEING DEMOLISHED, ORDEMOLISHED AT TIME OF BIDDING. 2. ALL PLAN SHEETS MUST BE PRINTED IN COLOR 3. SEE SHEET CS-200 FOR INTERM CURBSIDEAND WALKWAY DIMENSIONS. N O R T H PROPOSED PHASE 1B FEATURES PH1A CONSTRUCTION FEATURES EXISTING FEATURES SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 4 8 6 7 3 2 \ I L M B P 2 - C P - 1 1 0 . d w g Pl o t t e d b y : T a n w a n i , K u n a l Pl o t t e d o n : 8 / 2 2 / 2 0 2 4 4 : 5 5 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 100% DESIGN 08/09/2024 1 ADDENDUM #11 08/23/2024 X X X X CURB LI NE IN F O. S IG N TI C K E T B O O T H X X X X X X X X X X X X X X X X X X X CO N C R E T E M O DERN AVIA T I O N ACCESS R O AD A R F F A C C E S S R O A D LO T C L O T E AIRP O RT BO UL E V A R D DO L A N DR I VE STO P IN FO . SIG N IN F O . SIG N SIG N 00+38 00+39 00+40 00+41 00+42 00+4 3 00+ 44 00 + 44 53 + END CL INTERIM TERMINAL CURBFRONT: STA 44+52.73= CL AIRPORT BOULDVARD: STA 50+85.22 PC: 4 2 + 81 . 1 9 END LANE TRANSITIONSTA 37+09.50 R100.00' 49 00 + 50 00 + 51 00 + 5 2 0 0 + 5 3 0 0 + CL: AIRPORT BOULEVARD INTERIM TERMINAL CURBFRONT 24 . 00 ' TEMPORARY CURBFRONT PROFILE 20 22 24 26 28 30 32 34 20 22 24 26 28 30 32 34 30 . 1 2 30 . 2 5 37+00 30 . 1 9 30 . 2 5 30 . 3 8 30 . 2 5 38+00 30 . 6 4 30 . 2 5 30 . 7 0 30 . 2 5 39+00 30 . 5 7 30 . 2 5 30 . 2 8 30 . 2 5 40+00 29 . 6 3 30 . 2 5 28 . 9 1 30 . 2 8 41+00 30 . 0 8 30 . 4 9 30 . 4 1 30 . 8 7 42+00 29 . 5 6 31 . 2 7 30 . 1 7 31 . 6 7 43+00 30 . 5 2 31 . 9 7 30 . 4 7 31 . 8 8 44+00 31 . 2 1 31 . 6 5 45+00 0 .8 0 % -0.45% PV I S T A = 4 4 + 5 2 . 7 3 PV I E L E V = 3 1 . 6 4 100.00' VC LOW POINT STA = 40+19.76 LOW POINT ELEV = 30.25 K = 115.12 PVI STA = 40+69.76 PVI ELEV = 30.25 BV C S : 4 0 + 1 9 . 7 6 BV C E : 3 0 . 2 5 EV C S : 4 1 + 1 9 . 7 6 EV C E : 3 0 . 6 9 75.00' VC PVI STA = 43+00.00 PVI ELEV = 32.25K = 57.08 HIGH POINT STA: 43+12.08 HIGH POINT ELEV: 32.14 BV C S : 4 2 + 6 2 . 5 0 BV C E : 3 1 . 9 3 EV C S : 4 3 + 3 7 . 5 0 EV C E : 3 2 . 0 9 EX I S T I N G PR O P O S E D PROPOSED 24" CLASS III RCP PIPE PROPOSED 15" CLASS III RCP PIPE EXISTING GROUND PROPOSED GRADE: INTERIM TERMINAL CURBFRONT MATC H L I N E S T A 3 7 + 0 0 . 0 0 CP-111 JRL INTERIM TERMINAL CURBFRONT PLAN AND PROFILE (SHEET 2 OF 2) KT JKG LEGEND ASPHALT PAVEMENT (A/CP303) CONCRETE SIDEWALK (F/CP303) ASPHALT PAVEMENT (B/CP303) TEMPORARY PAVEMENT PROPOSED COMBINATION INLET PROPOSED STORM DRAINAGE LINE EXISTING STORM DRAINAGE LINE N O R T H NOTES1. EXISTING INFORMATION IS BASED ON:a. JULY 15, 2022 AND JANUARY 12, 2024,SURVEY.b. LOT F IS BASED ON OCTOBER 2023 CADDFILE RECEIVED FROM ILM CONSULTANT.c. PH1A DEMO WORK MAY BE EXISTING, INPROGRESS OF BEING DEMOLISHED, ORDEMOLISHED AT TIME OF BIDDING. 2. ALL PLAN SHEETS MUST BE PRINTED IN COLOR PROPOSED PHASE 1B FEATURES PH1A CONSTRUCTION FEATURES EXISTING FEATURES SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 4 8 6 7 3 2 \ I L M B P 2 - C P - 1 1 0 . d w g Pl o t t e d b y : T a n w a n i , K u n a l Pl o t t e d o n : 8 / 2 2 / 2 0 2 4 4 : 5 5 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 100% DESIGN 08/09/2024 1 ADDENDUM #11 08/23/2024 STOP SIGNSTOP SI GN STOP SIG N STOP SIGN N C D OT R\W DIS K SIGNINFO. I N FO. SIGN GRAV E L P A RKI NG CONSTRUC T I O N TRAILER SIGNINFO. I N FO. SIGN SIGNINFO. CELL PHONE LOT AIRP O RT BO ULE V A R D 16 14+ 17 00+ 18 00+19 00+20 00+21 00+ 22 00 + 23 00 + 23 26 + BEGIN ALIGNMENT CL CELL PHONE LOT: STA 16+14.07 END ALIGNMENT CL CELL PHONE LOT: STA 23+26.22 P C : 1 7 + 2 3 . 0 9 PC: 2 1+4 3.6 4 PT : 1 7 + 8 5 . 3 9 PT: 2 1+86.65 1 2 . 0 0 ' 12 . 0 0 ' 12 . 0 0 ' CELL PHONE LOT STA 16+55.74, 12.00' REND TAPER CELL PHONE LOT STA 16+14.07, 2.00' R BEGIN TAPER 12 . 0 0 ' 12.00' 12.00' R 4 .0 0' R 1 0 0 . 0 0 ' R 7 5 . 0 0 ' CELL PHONE LOT STA 17+33.76, 11.59' R INFLECTION POINT CELL PHONE LOT STA 17+74.71, 11.59' R INFLECTION POINT CELL PHONE LOT STA 18+59.13, 12.00' R INFLECTION POINT CELL PHONE LOT STA 18+59.13, 31.00' R INFLECTION POINT CELL PHONE LOT STA 18+59.13, 31.00' LINFLECTION POINT CELL PHONE LOT STA 20+69.14, 31.00' RINFLECTION POINT CELL PHONE LOT STA 20+69.14, 12.00' RINFLECTION POINT CELL PHONE LOT STA 21+07.99, 12.00' RINFLECTION POINT CELL PHONE LOT STA 21+02.94, 12.00' L INFLECTION POINT R15 0 . 00' R4.00' CELL PHONE LOT STA 20+69.05, 31.00' L INFLECTION POINT CELL PHONE LOT STA 22+01.18, 12.10' R INFLECTION POINT BEGIN ACCELERATION LANE CELL PHONE LOT STA 22+86.64, 12.00' R END ACCELERATION LANE BEGIN TAPER CELL PHONE LOT STA 23+26.22, 2.50' REND TAPER 24 . 0 0 ' 12.00' 12.00' CELL PHONE LOT STA 17+93.11, 19.24' LINFLECTION POINT 62.00' 14 00+ 15 00+ 16 00+ 17 00+ 18 00+ 19 0 0+ 20 00+ 21 00+ 22 00+ 23 00 + 24 00 + 25 00 + 26 00 + 27 00+ CL AIRPORT BOULEVARD CELL PHONE LOT STA 18+59.13, 12.00' LINFLECTION POINT CELL PHONE LOT STA 20+69.14, 12.00' LINFLECTION POINT A I RP ORT B OUL E V A RD R130.00' CELL PHONE LOT PROFILE 18 20 22 24 26 28 30 32 34 18 20 22 24 26 28 30 32 34 -0.15%-0.03%-0.14% 100.00' VC LOW POINT STA = 18+25.82 LOW POINT ELEV = 24.89 K = 829.20 PVI STA = 17+75.82 PVI ELEV = 24.90 BV C S : 1 7 + 2 5 . 8 2 BV C E : 2 4 . 9 7 EV C S : 1 8 + 2 5 . 8 2 EV C E : 2 4 . 8 9 100.00' VC PVI STA = 21+35.82PVI ELEV = 24.80K = 876.99 HIGH POINT STA: 20+85.82HIGH POINT ELEV: 24.81 BV C S : 2 0 + 8 5 . 8 2 BV C E : 2 4 . 8 1 EV C S : 2 1 + 8 5 . 8 2 EV C E : 2 4 . 7 3 PV I S T A = 1 6 + 1 4 . 0 7 PV I E L E V = 2 5 . 1 4 PV I S T A = 2 3 + 2 6 . 2 2 PV I E L E V = 2 4 . 5 3 14+00 15+00 16+00 24 . 9 3 25 . 0 9 25 . 0 1 25 . 0 1 17+00 24 . 8 6 24 . 9 4 23 . 1 5 24 . 9 0 18+00 24 . 1 0 24 . 8 8 23 . 7 7 24 . 8 7 19+00 23 . 8 7 24 . 8 5 23 . 8 7 24 . 8 4 20+00 24 . 2 0 24 . 8 2 22 . 7 4 24 . 8 1 21+00 22 . 2 5 24 . 7 7 22 . 3 6 24 . 7 1 22+00 22 . 4 1 24 . 6 4 23 . 3 9 24 . 5 7 23+00 24+00 PROPOSED GRADE: CL CELL PHONE LOT EXISTING GROUND EX I S T I N G PR O P O S E D CP-120 JRL CELL PHONE LOT PLAN AND PROFILE (SHEET 1 OF 1) KT AGS LEGEND ASPHALT PAVEMENT (A/CP303) ASPHALT SIDEWALK ASPHALT PAVEMENT (B/CP303) TEMPORARY PAVEMENT PROPOSED COMBINATION INLET PROPOSED STORM DRAINAGELINE EXISTING STORM DRAINAGE LINE NOTES1.EXISTING INFORMATION IS BASED ON:a. JULY 15, 2022 AND JANUARY 12, 2024,SURVEY.b. LOT F IS BASED ON OCTOBER 2023 CADDFILE RECEIVED FROM ILM CONSULTANT.c.PH1A DEMO WORK MAY BE EXISTING, INPROGRESS OF BEING DEMOLISHED, ORDEMOLISHED AT TIME OF BIDDING. 2. ALL PLAN SHEETS MUST BE PRINTED IN COLOR NORTH PROPOSED PHASE 1B FEATURES PH1A CONSTRUCTION FEATURES EXISTING FEATURES SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 4 8 6 7 3 2 \ I L M B P 2 - C P - 1 2 0 . d w g Pl o t t e d b y : T a n w a n i , K u n a l Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 1 : 4 0 A M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 100% DESIGN 08/09/2024 1 ADDENDUM #11 08/23/2024 INV. 13.83RIM 26.68STORM INLET SANITARY SEWERMANHOLERIM 28.70INV. 20.10 SANITARY SEWERMANHOLERIM 28.75INV. 20.01 GASMETER GASVALVE TAXIWAY F PERIMETER ROAD 24' 10' BOLLARD BOLL A R D BOLLA R D E D G E O F P A V E M E N T E D G E O F P A V E M E N T X G EN. ROO M CONC. HVAC TELE.VAULT T T T T T T T COMMUNICATIONS VAULT TRANSFORMERN: 190474.46E: 2330013.75 N: 190470.10 E: 2330305.05 N: 190504.41 E: 2330328.34 N: 190437.44 E: 2330363.83 N: 190446.39E: 2330355.84N: 190444.45E: 2330023.12 N: 190432.23 E: 2330004.81 N: 190441.09E: 2330012.13 N: 190470.27E: 2330014.77 N: 190479.80E: 2330324.68 N: 190443.72E: 2330361.85 10 00+11 00+12 00+13 00+13 48+ BEGIN ALIGNMENT CL TAXIWAY F PERIMETER ROAD STA: 10+00.00 END ALIGNMENT CL TAXIWAY F PERIMETER ROAD STA: 13+48.38 TAXIWAY F PERIMETER ROAD PROFILE 26 28 30 32 34 36 26 28 30 32 34 36 0 .8 4 % -0.86% -0.50% 50.00' VC LOW POINT STA = 10+32.00 LOW POINT ELEV = 28.50 K = 37.34 PVI STA = 10+38.34PVI ELEV = 28.43 BV C S : 1 0 + 1 3 . 3 4 BV C E : 2 8 . 5 5 EV C S : 1 0 + 6 3 . 3 4 EV C E : 2 8 . 6 3 100.00' VC PVI STA = 11+54.65 PVI ELEV = 29.40K = 58.68 HIGH POINT STA: 11+53.89 HIGH POINT ELEV: 29.19 BV C S : 1 1 + 0 4 . 6 5 BV C E : 2 8 . 9 8 EV C S : 1 2 + 0 4 . 6 5 EV C E : 2 8 . 9 7 PV I S T A = 1 0 + 0 0 . 0 0 PV I E L E V = 2 8 . 6 2 PV I S T A = 1 3 + 4 8 . 3 8 PV I E L E V = 2 7 . 7 3 9+00 28 . 6 2 28 . 6 2 10+00 28 . 2 2 28 . 5 5 28 . 8 0 28 . 9 4 11+00 28 . 6 8 29 . 1 9 28 . 7 4 29 . 0 1 12+00 28 . 3 0 28 . 5 8 28 . 2 0 28 . 1 4 13+00 14+00 15+00 EXISTING GROUND PROPOSED GRADE: CL TAXIWAY F PERIMETER ROAD EX I S T I N G PR O P O S E D SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 5 \ I L M B P 2 - C P - 2 0 0 . d w g Pl o t t e d b y : T a n w a n i , K u n a l Pl o t t e d o n : 8 / 2 2 / 2 0 2 4 2 : 2 5 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 NORTH PH1A CONSTRUCTION FEATURES EXISTING FEATURES PLAN AND PROFILE- TAXIWAY F PERIMETER ROAD JKG JJL AGS 30 30 30 60 LEGEND PROPOSED FEATURES NOTES 1. EXISTING INFORMATION IS BASED ON: a. JULY 15, 2022 AND JANUARY 12,2024, SURVEY. b. LOT F IS BASED ON OCTOBER 2023CADD FILE RECEIVED FROM ILM CONSULTANT. c. PH1A DEMO & PROPOSED WORK MAY BE EXISTING, IN PROGRESS OF BEING DEMOLISHED/CONSTRUCTED, OR DEMOLISHED/CONSTRUCTED AT TIMEOF BIDDING. 2. ALL PLAN SHEETS MUST BE PRINTED INCOLOR. 3. AIRFIELD DESIGN DISTANCES ARE BASED OFFOF AIRPLANE DESIGN GROUP III. 4. AIRFIELD DESIGN IS BASED OFF OF AERIAL.WORK AREA REQUIRES ADDITIONAL SURVEY. 5. CONTRACTOR IS RESPONSIBLE FOR SURVEY OFEXISTING PAVEMENT LIMITS, UTILITIES, ANDANY NECESSARY FEATURES IN ORDER TODEFINE THE AIRSIDE PROPOSED ROADWAYPRIOR TO CONSTRUCTION. CP-200 REFER TO DETAIL C, SHEET CP-303 FOR PAVEMENT SECTION R20' R5' R25' R8' REFER TO SHEET CP-540 FOR GUIDANCE ON PAVEMENT MARKING, TYP. INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N)INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) STORM SEWERMANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E) INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N) INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALLSTORM SEWERMANHOLERIM 24.51INV. 15.24 (NW) INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E)INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWERMANHOLERIM 24.21INV. 13.27 (E) INV. 13.26 (W) STORM SEWERYARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W)STORM SEWERMANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W)STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W)STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W)STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W)STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W)STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N) INV. 21.29 (W) INV. 19.71 (E)INV. 18.48 (S) STORM SEWER YARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W)STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W)INV. 15.79INV. 15.91INV. 15.83 Allegh e n y Drive STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S)STORM SEWERCURB INLETRIM 24.50 (EOP)INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP)INV. 13.76 (E)STORM SEWERMANHOLERIM BURIED STORM SEWERMANHOLERIM 23.84INV. 13.35 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S)STORM SEWERYARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W) INV. 19.41 (S) STORM SEWERYARD INLETRIM 27.00INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33INV. 20.17INV. 20.99 INV. 20.37STORM SEWERYARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWER YARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N) INV. 9.74 (S)STORM SEWERMANHOLERIM 25.11INV. 6.52STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPRIP-RAPSTORM SEWERMANHOLERIM 22.71INV. 15.46 (E)INV. 14.39 (S)INV. 14.13 (W)STORM SEWERMANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWER YARD INLETRIM 20.75INV. 7.37 (E)STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N)INV. 17.22 (E)INV. 17.20 (S) STORM SEWER MANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWER YARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90INV. 23.08INV. 24.19RIP-RAPINV. 23.98 STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWERCURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W)RIP-RAPINV. 26.57 INV. 26.37INV. 26.36INV. 25.34INV. 25.07INV. 26.89 RIP-RAPINV. 26.34 STORM SEWER CURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWER CURB INLETEOP 3302INV. 30.71 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLET EOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWER YARD INLETRIM 37.90INV. 33.80 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S) INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W)STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W)STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S) INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWERCURB INLET EOP 38.96INV. 36.08 (E)INV. 35.90 (W) STORM SEWERMANHOLERIM 41.90INV. 38.91 (S) INV. 37.69 (E) INV. 37.47 (W) STORM SEWERMANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEWERMANHOLERIM 42.01INV. 37.67 (W)INV. 37.62 (S)INV. 37.47 (E) STORM SEWERCURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVED OVER)0 STORM SEWERCURB INLETEOP 30.68 INV.26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWERYARD INLETRIM 21.60 INV.13.28 (N) INV.13.29 (S) STORM SEWERMANHOLE RIM 22 . 3 6 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM19.46INV. 15.54 (S) STORM SEWER MANHOLE RIM 22.36 INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S) STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV.12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP) INV. 12.77 (N) INV. 12.75 (E) M STOPINFO. SIGNINFO. SIGNLIMIT SIGNSPEED SIGNPARKINGSIGNPARKING LIMIT SIGNSPEEDINFO. SIGNINFO. SIGN INFO. SIGNINFO. SIGNSIGNSTREETB-9BOREB-7BOREB-2BOREB-6BOREB-4BOREINFO. SIGN EXIT SIGN LIMIT SIGNSPEED SIGNH\CSIGNH\CSIGNH\CINFO. SIGNINFO. SIGNINFO. SIGN LIMIT SIGNSPEEDINFO.INFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNB-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGNC-5 SIGNC-5 SIGNC-5 SIGNB-5 SIGN B-5 SIGNB-5 SIGNB-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGN STOP SIGNSTOP SIGNSTOP SIGNSTOP SIGNSTOP SIGNSTOP SIGNSTOP SIGN STOP SIGN STOPSIGNSTOP SIGN SIGNSTREETSIGNYIELDSIGNYIELDSIGNINFO.SIGNSTREET SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNYIELDSIGNINFO.SIGNILM SIGNINFO.LIGHT POLETRAFFICPED.TRAFFIC SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.STOP SIGNSIGNINFO.SIGNINFO. 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SIGNTELE.VAULTELEC.VAULTL\PL\PL\PL\PL\PL\PELEC.VAULTTELE.VAULTELEC.VAULT W\VENCLOSURE TELE.VAULTELEC.VAULTSIGNINFO.TELE.MHTELE.MHELEC.MH.L\PELEC.TRANS. INFO. SIGNELEC.TRANS.SIGNINFO. SIGNL\PL\PL\PSIGNINFO. ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVEGRAVEL DRIVE SPOIL SIGNSTOP SIGNBUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTFENCEFENCEFENCEWALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR KEY MAP PROPOSED AIRSIDE ROADWAYPAVEMENT(SHEET CP-303 SECTION C) 1 ADDENDUM #11 08/23/2024 12.00' LANE 12.00' LANE 24.00' 12.00' LANE 12.00' LANE 2.50' C&G 2.50' C&G 29.00'-41.00' 12.00' LANE12.00' LANEVARIES 0'-12.00' CP303 B CP303 A CP303 A LC LC LC SCALE: CELL PHONE LOT NTS A CP301 SCALE: AIRPORT BLVD STA 23+18.13 TO STA 27+00.00 NTS D CP301 NOTE: e MAX = 4.0% NOTE: e MAX = 4.0% 2%2% 2 % 2 % VARIES (0%-2%) VARIES (0%-2%) VARIES 29.00'-40.00' VARIES 4:1 MAXTO EX GROUND VARIES 4:1 MAX TO EX GROUND 2.00'BERM2.00'BERM 2.00' BERM 2.00' BERM 3:1 MIN 4:1 USUAL 3:1 MIN 4:1 USUAL PGL PGL 19.00' PARKING 19.00' PARKING SCALE: AIRPORT BLVD STA 14+14.98 TO STA 21+21.45 NTS B CP301 3:1 MIN 4:1 USUAL 3:1 MIN 4:1 USUAL 2.00'SHLDR2.00'SHLDR 6.00' BERM 6.00' BERM 0.00'-12.00' LANE 12.00' LANE 12.00' LANE 2.50' C&G 28.50'-40.50' CP303 A LC SCALE: AIRPORT BLVD STA 21+21.45 TO STA 23+18.13 NTS C CP301 NOTE: e MAX = 4.0% VARIES (0%-2 %) VARIES (0%-2 %) VARIES 4:1 MAX TO EX GROUND 2.00'SHLDR2.00'BERM PGL 0.00'-12.00' LANE 3:1 MIN 4:1 USUAL 6.00'BERM SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 5 \ I L M B P 2 - C P - 3 0 0 . d w g Pl o t t e d b y : L e e , J a n e Pl o t t e d o n : 8 / 8 / 2 0 2 4 4 : 3 0 P M WILMINGTON INTERNATIONAL AIRPORT 100% DESIGN 08/09/2024 JKG ECS JKG PROPOSED TYPICALSECTIONS (SHEET 1 OF 2) CP-301 KT JRL AGS 12.00' LANE 12.00' LANE 63.00' CP303 A LC SCALE: INTERIM TERMINAL CURBFRONT STA 30+42.91 TO STA 36+56.65 NTS E CP302 NOTE: e MAX = 4.0% 2 % 2 % VARIES 4:1 MAX TO EX GROUND 2.00'BERM PGL 12.00' LANE 12.00' LANE 15.00' SIDEWALK 9" X 18" CONCRETE CURB 2.00'BERM 3:1 MIN 4:1 USUAL 12.00' LANE 12.00' LANE 24.00' CP303 A LC SCALE: INTERIM TERMINAL CURBFRONT STA 25+61.35 TO STA 30+42.91; STA 36+56.65 TO STA 43+99.63 NTS F CP302 NOTE: e MAX = 4.0% 2 % 2 %PGL 2.00'BERM 3:1 MIN4:1 USUAL 3:1 MIN4:1 USUAL 2.00'BERM SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 5 \ I L M B P 2 - C P - 3 0 0 . d w g Pl o t t e d b y : L e e , J a n e Pl o t t e d o n : 8 / 8 / 2 0 2 4 4 : 3 0 P M WILMINGTON INTERNATIONAL AIRPORT 100% DESIGN 08/09/2024 JKG ECS JKG PROPOSED TYPICALSECTIONS (SHEET 2 OF 2) CP-302 KT JRL AGS SCALE: PROPOSED ROADS AND TEMPORARY ROADS/CONNECTIONS NTS A CP-303 TYPICAL SECTION A NOTE: TYPICAL SECTION APPLIES TO THE FOLLOWING: AIRPORT BOULEVARD, AIRPORT BOULEVARD CONNECTOR, AND TEMPORARY ROADWAYS/CONNECTIONS. LC SCALE: PROPOSED PARKING LOTS NTS B CP-303 TYPICAL SECTION B NOTE: TYPICAL SECTION APPLIES TO THE FOLLOWING: CELL PHONE LOT, LONG TERM PARKING LOT, LOT F EXPANSION LC SCALE: PARKING LOT ENTRY/EXIT PLAZAS NTS D CP-303 LC SECTION E NOTES: 1. EXPANSION JOINT MATERIAL TO COMPLY WITH CURRENT NCDOT STANDARDS, 2024 EDITION.2. CONCRETE FOR SIDEWALKS SHALL MEET NCDOT STANDARDS, 2024 EDITION SECTION 848.3. MINIMUM GRADE FOR DRAINAGE IS 1% IN AT LEAST 1 DIRECTION.4. EXISTING IN-SITU MATERIAL MAY BE USED IN PLACE OF 4" AGGREGATE BASE COURSE IF IT MEETS THE FOLLOWING CRITERIA: a. CBR OF 10 OR GREATER. CONTRACTOR SHALL PROVIDE TEST RESULTS TO THE ENGINEER FOR REVIEW AND APPROVAL. b. MEET REQUIREMENTS PER OCTOBER 19, 2023 GEOTECHNICAL REPORT RELATED TOFILL PLACEMENT AND COMPACTION.5. SIDEWALK SECTION DESIGN IS ASSUMING THAT THE SIDEWALK IS TO BE USED FORPEDESTRIANS ONLY. TYPICAL SECTION F NOTE:TYPICAL SECTION APPLIES TO THE FOLLOWING: INTERIM CURBSIDE, INTERIM ENCLOSED WALKWAY SCALE: PROPOSED 5" THICK CONCRETE SIDEWALK SECTION NTS F CP-303SCALE: PROPOSED 4" THICK CONCRETE SIDEWALK SECTION NTS E CP-303 TYPICAL SECTION E NOTE:TYPICAL SECTION APPLIES TO THE FOLLOWING: PARKING LOT SIDEWALKS TYPICAL SECTION C NOTE:TYPICAL SECTION APPLIES TO THE FOLLOWING: TAXIWAY F PERIMETER ROAD SCALE: PROPOSED ROADS (HEAVY TRAFFIC) NTS C CP-303 LC TYPICAL SECTION G NOTE:TYPICAL SECTION APPLIES TO THE FOLLOWING: INTERIM SHUTTLE DRIVE SCALE: PROPOSED 2" THICK ASPHALT SIDEWALK SECTION NTS G CP-303 COMPACTED SUBGRADE PER OCTOBER 19, 2023 GEOTECHNICAL REPORT * PROPOSED 6" AGGREGATE BASE COURSE (ABC), NCDOT 520 PROPOSED 2.5" ASPHALT, TYPE I19.0C PROPOSED 1.5" ASPHALT, TYPE S9.5C PROPOSED TACK COAT, NCDOT 605 COMPACTED SUBGRADE PER OCTOBER 19, 2023 GEOTECHNICAL REPORT * PROPOSED 6" AGGREGATE BASE COURSE (ABC), NCDOT 520 PROPOSED 1.5" ASPHALT, TYPE S9.5C PROPOSED 1.5" ASPHALT, TYPE S9.5C PROPOSED TACK COAT, NCDOT 605 PROPOSED PRIME COAT, NCDOT 600 PROPOSED PRIME COAT, NCDOT 600 COMPACTED SUBGRADE PER OCTOBER 19, 2023 GEOTECHNICAL REPORT * PROPOSED 6" AGGREGATE BASE COURSE (ABC), NCDOT 520 PROPOSED 5" PORTLAND CEMENT CONCRETE PAVEMENT, NCDOT 710 PROPOSED 4" CONCRETE SIDEWALK, NCDOT 848 PROPOSED 5" CONCRETE SIDEWALK ON-GRADE COMPACTED SUBGRADE PER OCTOBER 19, 2023 GEOTECHNICAL REPORT * PROPOSED 8" AGGREGATE BASE COURSE (ABC), NCDOT 520 PROPOSED 2.5" ASPHALT, TYPE I19.0C, NCDOT 610 PROPOSED 1.5" ASPHALT, TYPE S9.5D, NCDOT 610 PROPOSED TACK COAT, NCDOT 605 PROPOSED PRIME COAT, NCDOT 600 PROPOSED 2" ASPHALT, TYPE S9.5C COMPACTED SUBGRADE PER OCTOBER 19, 2023 GEOTECHNICAL REPORT * PROPOSED 6" AGGREGATE BASE COURSE (ABC), NCDOT 520 4" AGGREGATE BASE COURSE (ABC), NCDOT 520.REFER TO NOTE 4 FOR REQUIREMENTS. COMPACTED SUBGRADE PER OCTOBER 19, 2023 GEOTECHNICAL REPORT * SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 5 \ I L M B P 2 - C P - 3 0 0 . d w g Pl o t t e d b y : L e e , J a n e Pl o t t e d o n : 8 / 8 / 2 0 2 4 4 : 3 1 P M WILMINGTON INTERNATIONAL AIRPORT 100% DESIGN 08/09/2024 JKG ECS JKG PROPOSEDPAVEMENT SECTIONS CP-303 JJL JKG AGS NOTES1. THE CONTRACTOR SHALL SUBMIT A QUALITYCONTROL PLAN PER NCDOT 609 AND 610 ATLEAST 30 DAYS PRIOR TO PAVING.3. CONCRETE FOR SIDEWALKS SHALL MEETNCDOT STANDARDS, 2024 EDITION SECTION848.4. FOR BITUMINOUS PAVING, TACK COAT TO BEAPPLIED BETWEEN EACH LIFT OF BITUMINOUSAND/OR EXISTING TO NEW BITUMINOUSPAVEMENT PER NCDOT 605.5. FOR BITUMINOUS PAVING, PRIME COAT TO BEAPPLIED BETWEEN AGGREGATE BASE ANDINITAL LIFT OF BITUMINOUS PAVEMENT PERNCDOT 600.6. FOR BITUMINOUS PAVING, LONGITUDINALJOINTS WHICH ARE IRREGULAR, DAMAGED,UNCOMPACTED, OR OTHERWISE DEFECTIVE ORWHICH HAVE BEEN EXPOSED FOR MORE THAN4 HOURS, OR WHOSE SURFACE TEMPERATUREHAS COOLED TO LESS THAN 160° F SHALL BECUT BACK NO MORE THAN 12 INCHES TOEXPOSE A CLEAN, SOUND EDGE/SURFACE FORTHE FULL DEPTH OF THE COURSE. THELONGITUDINAL JOINT SHALL BE SAWCUT IFANY, ALL, OR SOME COMBINATION(S) OR THEABOVE CONDITIONS ARE PRESENT. ALLCONTACT SURFACES SHALL BE CLEANED, DRY,AND GIVEN A TACK COAT PRIOR TO PLACINGANY NEW/FRESH BITUMINOUS MIXTUREAGAINST THE JOINT. THE COST OF THIS WORKSHALL BE CONSIDERED INCIDENTAL TO THECOST OF THE BITUMINOUS COURSE PER NCDOT605. REFER TO NCDOT 610 FOR ADDITIONALREQUIREMENTS ON JOINTS.7. CONTRACTOR IS RESPONSIBLE FORMAINTAINING VERTICAL AND HORIZONTALCONTROL FOR THE PROJECT INCLUDINGPAVING OPERATIONS. ANY DEVIATIONS SHALLBE BROUGHT TO THE ENGINEER'S ATTENTIONIMMEDIATELY.8. CONTRACTOR IS RESPONSIBLE TO FIELD VERIFYEXISTING ELEVATIONS FOR TIE-IN LOCATIONSPRIOR TO PAVING OPERATIONS.9. CONTRACTOR SHALL MAINTAIN POSITIVEDRAINAGE DURING CONSTRUCTIONOPERATIONS.10. CONTRACTOR SHALL SAW CUT A NEATVERTICAL LINE TO MATCH EXISTINGPAVEMENTS ELEVATIONS. EXPOSED EXISTINGPAVEMENT EDGES SHALL RECEIVE TACK COATPRIOR TO PAVING. * EXISTING IN-SITU MATERIAL MAY BE USED INPLACE OF PROPOSED SELECT GRANULAR BASE IFIT MEETS THE FOLLOWING CRITERIA:a. CBR OF 10 OR GREATER. CONTRACTOR SHALLPROVIDE TEST RESULTS TO THE ENGINEER FORREVIEW AND APPROVAL.b. MEET REQUIREMENTS PER OCTOBER 19, 2023GEOTECHNICAL REPORT RELATED TO FILLPLACEMENT AND COMPACTION. INFO. SIGNSTREET INFO. SIGN INFO. SIGN SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN SIGNYIELD SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO.STOP SIGN SIGNINFO. SIGNINFO. SIGNINFO.SIGNINFO. STOP SIGN STOP SIGN SIGNYIELD SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO.STOP SIGN SIGNINFO. SIGNINFO. SIGNINFO.SIGNINFO. ASPH A L T DRIVE GRAVEL SPOIL GRAV E L DRIV E SPOIL SIGNINFO. 10 54+11 00+12 00+13 00+14 00+15 00+16 00+17 00+18 00+ 19 00+ 20 00+ BEGIN ALIGNMENT CL AIRPORT BOULEVARD: STA 10+53.79 PC : 1 8 + 1 8 . 9 3 12 . 00 ' 12 . 0 0 ' 12.0 0' 12.0 0 ' 12. 0 0 ' R33 3 . 00 ' B A E B E CELL P H ONE L O T D C C CBEGIN MARKING ASTA 14+68.78 BEGIN MARKING BSTA 14+68.78 12.00' (R) END MARKING B BEGIN MARKING E STA 16+18.33 12.00' (L) END MARKING E MARKING INFLECTION POINT STA 17+93.33 12.00' (L) BEGIN MARKING BSTA 15+30.18 12.00' (L) END MARKING BBEGIN MARKING E STA 16+14.07 12.0' (R) END MARKING E BEGIN MARKING C STA 17+50.11 12.00' (R) BEGIN MARKING D MARKING INFLECTION POINTSTA 17+43.33 24.00' (L) END MARKING D BEGIN MARKING E STA 18+23.54 12.00' (L) END MARKING E BEGIN MARKING CSTA 19+00.07 12.00' (L) END MARKING C BEGIN MARKING B STA 17+99.42 12.00' (R) END MARKING C STA 17+96.92, 21.52' R END MARKING C STA 19+70.98, 39.25' L BEGIN MARKING C STA 21+83.97, 19.79' R INFO. SIG NST R E E T INFO. S I G N INF O. S I G N SIG N STO P SIGN STOP SIG N ST O P SIGN STO P SIGN NC D O T R\W D I S K INF O. S I G N SIG N IN F O. INF O . S IGN GR AV E L PARKING CON ST RUCTION TR A I L ER INF O. S I G N SIG N IN F O. INF O . S IGN X X X X X X X X X X X X X X X X X X XX X X X X X X XX X X X X XX X X 18 00 + 19 00+ 20 00+ 2 1 00+ 22 00+23 00+24 00+25 00+26 00+ 27 00+ 28 00+ PC : 26 + 1 4 . 45 PC: 1 8 + 18.9 3 P T : 2 7 + 7 8 . 6 6 PT: 2 1+7 5.8 4 12.00' 1 2 . 0 0 ' 1 2 .0 0' R3 33.00' R 3 3 3 . 0 0 ' 12.0 0' A B E C E AIRPORT BOULEVARD CELL P H O NE LO T D D C C C END ALIGNMENT CL AIRPORT BLVD: STA 28+00.00 END MARKING C BEGIN MARKING E STA 22+31.69 12.00' (R) END MARKING ESTA 23+71.28 12.00' (R) END MARKING E BEGIN MARKING B STA 24+02.57 12.00' (L) END MARKING B BEGIN MARKING C STA 24+89.46 12.00' (L) END MARKING B STA 26+14.39 12.00' (R) END MARKING B STA 26+14.40 12.00' (L) END MARKING A STA 26+14.40 END MARKING D STA 21+75.84 24.00' (L) END MARKING C TIE INTO PARKING ENTRY MARKINGSSTA 25+39.98 MARKING INFLECTION POINT BEGIN MARKING E STA 19+97.52 12.00' (L) MARKING INFLECTION POINT STA 20+87.15 24.00' (L) END MARKING C BEGIN MARKING B END MARKING CBEGIN MARKING BSTA 25+45.80 12.00' (L) END MARKING C END MARKING CBEGIN MARKING D STA 19+75.84, 12.00' LEND MARKING C STA 19+70.98, 39.25' L BEGIN MARKING C STA 21+83.97, 19.79' R BEGIN MARKING CSTA 21+82.73, 12.00' R LEFT TURN ARROWSTA 24+08.40 LEFT TURN ARROW STA 22+09.42 MA T CH L I NE S TA 1 9 + 5 0 . 0 0 M A T C H L I N E S T A 1 9 + 5 0 . 0 0 12' 12' CP-500 JRL AIRPORT BOULEVARD MARKINGS (SHEET 1 OF 2) KT AGS NOTES1.REFER TO NCDOT STANDARD 1205.01 AND1205.03 FOR PAVEMENT MARKING DETAILS2. EXISTING INFORMATION IS BASED ON:a. JULY 15, 2022 AND JANUARY 12,2024,SURVEY.b. LOT F IS BASED ON OCTOBER 2023 CADDFILE RECEIVED FROM ILM CONSULTANT.c.EXISTING INFORMATION INCLUDESOBJECTS THAT ARE TO BE DEMOLISHEDFOR PHASE 1A CONSTRUCTION. NORTH NO RTH LEGEND A B 6" 10'-30'/SP SKIP LINE (W) 6" EDGE LINE (W) E 6" 3'-9'/SP MINI-SKIP LINE (W) PROPOSED PHASE 1B FEATURES PH1A CONSTRUCTION FEATURES EXISTING FEATURES D 6" EDGE LINE (Y) C 12" GORE LINE (W) SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 4 8 6 7 3 2 \ I L M B P 2 - C P - 5 0 0 . d w g Pl o t t e d b y : T a n w a n i , K u n a l Pl o t t e d o n : 8 / 2 2 / 2 0 2 4 5 : 4 5 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 100% DESIGN 08/09/2024 1 ADDENDUM #11 08/23/2024 X X X X X X X X CURB L IN E CURB LINE B-7BORE B-2BORE INFO. SIGN LIMIT SIGN SPEED INFO. SI G N INFO. SIGN C-5 SIG N LIMIT S IGN SPEED SIGN PARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING INFO . SIGN SIGNH\C SIGNH\C B-7BORE B-2BORE INFO. SIGN MARKER INFO. SIGN INFO. SIGN C-5 SIG N INFO. SIGN LIMIT S IGN SPEED SIGN PARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING INFO . SIGN SIGNH\C SIGNH\C X X X X X X X X X X X X X X XX STOP LIMIT SIGN SPEED INFO. SIGN INFO. SIGN STOP S I G N SIGN FENCE XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX 49 00+ 50 00+ 51 00+ 52 00+53 00+54 00+ 55 00+ 5 6 0 0+ 5 7 00+ 5 7 5 1+ END ALIGNMENT CL AIRPORT BOULEVARD STA: 57+51.05 A BEGIN MARKING A STA 50+84.96 END MARKING A STA 54+68.88 BEGIN ALIGNMENT CL AIRPORT BLVD: STA 49+00.00 D 6" EDGE LINE (Y) C 12" GORE LINE (W) CP-501 JRL AIRPORT BOULEVARD MARKINGS (SHEET 2 OF 2) KT AGS NOTES1. REFER TO NCDOT STANDARD 1205.01 AND1205.03 FOR PAVEMENT MARKING DETAILS2. EXISTING INFORMATION IS BASED ON:a. JULY 15, 2022 AND JANUARY 12,2024,SURVEY.b. LOT F IS BASED ON OCTOBER 2023 CADDFILE RECEIVED FROM ILM CONSULTANT.c. EXISTING INFORMATION INCLUDESOBJECTS THAT ARE TO BE DEMOLISHEDFOR PHASE 1A CONSTRUCTION. LEGEND A B 6" 10'-30'/SP SKIP LINE (W) 6" EDGE LINE (W) E 6" 3'-9'/SP MINI-SKIP LINE (W) PROPOSED PHASE 1B FEATURES PH1A CONSTRUCTION FEATURES EXISTING FEATURES SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 4 8 6 7 3 2 \ I L M B P 2 - C P - 5 0 0 . d w g Pl o t t e d b y : T a n w a n i , K u n a l Pl o t t e d o n : 8 / 2 2 / 2 0 2 4 5 : 4 5 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 100% DESIGN 08/09/2024 NORT H 1 ADDENDUM #11 08/23/2024 CURB LINE CU R B LIN E SI G N H\C IN F O. S IG N IN F O. S IG N IN F O. S IG N B- 5 SI G N B-4 SI GN B-3 SIGN B-2 SIGN B-1 SIGN B- 5 S I G N B-5 SIG N B-4 SIGN B-3 S IG N B- 3 S I G N B- 4 SI G N S IGNH\C SIGNH\CSIGNH\C SIG N H\ C SI G N PA R KI N G SI G N IN F O . SI G N IN F O. SI G N IN F O . SI G N IN F O . SI G N IN F O . SIGN IN F O . SI G N IN F O . SI G N IN F O . SI G N IN F O . IN F O. S IG N SI G N H\C IN F O. S IG N IN F O. S IG N IN F O. S IG N B- 5 SI G N B-4 SI GN B-3 SIGN B-2 SIGN B-1 SIGN B- 5 S I G N B-5 SIG N B-4 SIGN B-3 S IG N B- 3 S I G N B- 4 SI G N S IGNH\C SIGNH\CSIGNH\C SIG N H\ C SI G N PA R KI N G SI G N IN F O . SI G N IN F O. SI G N IN F O . SI G N IN F O . SI G N IN F O . SIGN IN F O . SI G N IN F O . SI G N IN F O . SI G N IN F O . IN F O. S IG N XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX 12 . 00 ' 12.00' 12.00' 450.00' BEGIN MARKING A STA 31+84.50 24.00' (R) END MARKING ASTA 36+34.50 24.00' (R) END MARKING A STA 36+34.50 12.00' (R) BEGIN ALIGNMENT CL INTERIM TERMINAL CURBFRONTBEGIN MARKING A STA 26+14.45 BEGIN MARKING A STA 31+84.50 12.00' (R) BEGIN MARKING B STA 26+14.45 12.00' (R) BEGIN MARKING D STA 26+14.45 12.00' (L) MARKING INFLECTION POINT STA 30+95.76 12.00' (R)END MARKING B MARKING INFLECTION POINT STA 31+84.50 36.00' (R) BEGIN MARKING B MARKING REFLECTION POINT STA 36+34.50 36.00' (R) A D 26 14 + 27 00 + 28 00+29 00+30 00+31 00+32 00+33 00+34 00+35 00+36 00+37 + B INTERIM TERMINAL CURBFRONT INTERIM TERMINAL CURBFRONT D 12 . 00 ' X X X X CURB LINE IN F O . IN F O. S IG N IN F O. S IG N C-1 SIG N C-2 SIGN C-3 SIGN C-4 SIGN C-5 SIG N C- 5 SIG N B- 4 S I G N C-4 S I G N C- 3 S IG N B- 3 S I G N C- 2 S IG N B- 2 S I G N C-1 S IG N B- 1 SI GN SIGN H\C SIGNH\C SIG NH\C SIGN H\C SIGNH\C C-3 SIGN C-3 SIGN C-4 SIGNC-4 SIGN LI MI T SI G N SP E E D SI G N IN FO . SIG N SI G N PA R KI N G IN F O . SI G N SI G N H\ C SI G N H\C SIG N IN F O. SIG N IN F O . IN F O . IN F O. S IG N IN F O. S IG N C-1 SIG N C-2 SIGN C-3 SIGN C-4 SIGN C-5 SIG N C- 5 SIG N B- 4 S I G N C-4 S I G N C- 3 S IG N B- 3 S I G N C- 2 S IG N B- 2 S I G N C-1 S IG N B- 1 SI GN SIGN H\C SIGNH\C SIG NH\C SIGN H\C SIGNH\C C-3 SIGN C-3 SIGN C-4 SIGNC-4 SIGN IN F O. S IG N LI MI T SI G N SP E E D SI G N IN FO . SIG N TI C K ET B O O T H SI G N PA R KI N G IN F O . SI G N SI G N H\ C SI G N H\C SIG N IN F O. SIG N IN F O . X X X X X X X X X X X X X X X X X X X CO NC R E T E ST O P IN F O. S IG N IN F O. S IG N SIG N XX XX XX XX XX XX XX XX XX END ALIGNMENT INTERIM TERMINAL CURBFRONT END MARKING A STA 44+52.73 END MARKING BSTA 44+45.63 12.00' (L) END MARKING BSTA 44+51.89 12.00' (R) MARKING INFLECTION POINT STA 37+09.50 12;00' (R) 00+38 00+39 00+40 00+41 00+42 00+4 3 0 0+ 44 00 + 44 5 3 + BA INTERIM TERMINAL CURBFRONT D MA T C H L I N E S T A 3 7 + 0 0 . 0 0 MA T C H L I N E S T A 3 7 + 0 0 . 0 0 CP-510 JRL INTERIM TERMINAL CURBFRONT MARKINGS (SHEET 1 OF 1) KT AGS NOTES1.REFER TO NCDOT STANDARD 1205.01 AND1205.03 FOR PAVEMENT MARKING DETAILS2. EXISTING INFORMATION IS BASED ON:a. JULY 15, 2022 AND JANUARY 12,2024,SURVEY.b. LOT F IS BASED ON OCTOBER 2023 CADDFILE RECEIVED FROM ILM CONSULTANT.c.EXISTING INFORMATION INCLUDESOBJECTS THAT ARE TO BE DEMOLISHEDFOR PHASE 1A CONSTRUCTION. NORTH LEGEND A B 6" 10'-30'/SP SKIP LINE (W) 6" EDGE LINE (W) E 6" 3'-9'/SP MINI-SKIP LINE (W) PROPOSED PHASE 1B FEATURES PH1A CONSTRUCTION FEATURES EXISTING FEATURES 6" EDGE LINE (Y) 12" GORE LINE (W) LEGEND A B 6" 10'-30'/SP SKIP LINE (W) 6" EDGE LINE (W) E 6" 3'-9'/SP MINI-SKIP LINE (W) 6" EDGE LINE (Y) 12" GORE LINE (W)C D SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 4 8 6 7 3 2 \ I L M B P 2 - C P - 5 1 0 . d w g Pl o t t e d b y : T a n w a n i , K u n a l Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 1 : 1 9 A M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 100% DESIGN 08/09/2024 1 ADDENDUM #11 08/23/2024 STOP SIGNSTOP SI GN STOP SIG N STOP SIGN N C D OT R\W DIS K SIGNINFO. I N FO. SIGN GRAV E L P A RKI NG CONSTRUC T I O N TRAILER SIGNINFO. I N FO. SIGN SIGNINFO. XX XX XX XX XX XX XX XX XX XX XX XX XX XX CELL PHONE LOT AIRP O RT BO ULE V A R D 23 26 + 16 14+ 17 00+ 18 00+19 00+20 00+21 00+ 22 00 + 23 00 + BEGIN ALIGNMENT CL CELL PHONE LOT: STA 16+14.07 END ALIGNMENT CL CELL PHONE LOT: STA 23+26.22 P C : 1 7 + 2 3 . 0 9 PC: 2 1+4 3.6 4 PT : 1 7 + 8 5 . 3 9 PT: 2 1+86.65 1 2 ' 12 ' 12 ' 12 ' 12' 12' BEGIN MARKING E CELL PHONE LOT STA 17+98.77,END MARKING E CELL PHONE LOT STA 21+06.63, 24 ' 62 ' A I RP ORT B OUL E V A RD E 15 STALLS @ 45° 15 STALLS @ 45° CP-520 JRL CELL PHONE LOT MARKINGS (SHEET 1 OF 1) KT JKG NORTH NOTES1.REFER TO NCDOT STANDARD 1205.03 FORPAVEMENT MARKING DETAILS. 2. PLAN SHEET IS TO BE PRINTED IN COLOR. 3. EXISTING INFORMATION IS BASED ON:a. JULY 15, 2022 AND JANUARY 12,2024,SURVEY. b. LOT F IS BASED ON OCTOBER 2023 CADDFILE RECEIVED FROM ILM CONSULTANT. c.EXISTING INFORMATION INCLUDESOBJECTS THAT ARE TO BE DEMOLISHEDFOR PHASE 1A CONSTRUCTION. LEGEND E 6" 3'-9'/SP MINI-SKIP LINE (W) 45° 9' (TYP.) 18' (TYP.) 27' (TYP.) INSTALL HANDICAP PARKING. SEE DETAIL 1 ON SHEET CP-560. INSTALL HANDICAP PARKING SIGN. SEE HANDICAP PARKING SIGN DETAILS ON SHEET CP-560. PROPOSED PHASE 1B FEATURES PH1A CONSTRUCTION FEATURES EXISTING FEATURES SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 4 8 6 7 3 2 \ I L M B P 2 - C P - 5 2 0 . d w g Pl o t t e d b y : T a n w a n i , K u n a l Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 1 : 2 4 A M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 100% DESIGN 08/09/2024 1 ADDENDUM #11 08/23/2024 NCDO T R\W D ISK NCDO T R\W D ISK X CURB LINE CURB LINE CURB LINE CUR B LINE CURB LINE CURB L INE X M INFO. SIGN INFO. SIGN LIMIT S I G N SPEE D SIGNPAR K I NG LIMIT S I G N SPEE D INFO. SIGN B-9BOR E B-7BORE B-2BORE B-6BOR E B-4BORE INFO. SIGN EXIT SIGN SIGNH\C SIGNH\C SIGNH\C INFO. SIGN INFO. SIGN INFO. SIGN LIMIT SIGN SPEED INFO. INFO. S I G N INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGN B-5 SIGN B- 4 S I G N B-3 SIGN B- 2 S I G N B- 1 SI GN C-1 SIGN C-2 S IGN C-3 S I G N C-4 SIGN C-5 SIGN C-5 S I G N C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGN C-4 SIGN C-3 SIGN B-3 SIGN C-2 SIGN B-2 SIGN C-1 SIGN B-1 SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN SIGNSTRE E T SIGNYIELD SIGNYIEL D SIGNINFO . SIGNINFO. SIGNINFO. SIGNINFO . SIGNINFO . SIGNINFO . STOP SIGN SIGNINFO . SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO . SIGNINFO. SIGN H\C SIG N H\C SIG N H\C SIGNH\C SIG N H\C SIGN H\C SIG NH\CSIGN H\C C-3 S I G N C-3 S I G N C- 4 SIG N C-4 SIGN SIGNPARK I N G LIMIT SIGN SPEED SIGNINFO . SIGNINFO. SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO . SIGNINFO. SIGNINFO . SIGN INFO. SIGN INFO . SIGN SIGNPAR K I NG SIGNPARKING SIGNPARK I N G SIGNPARKING SIGNPARK I NG SIGNPARK I N G STOPSIGNPARK I NG SIGNPARK I N G SIGNPARKING INFO . SIGN SIGNH\C SIGNH\C INFO. SIGN SIGNINFO . INFO. SIGN SIGN INFO. SIGN SIGNINFO . INFO. SIGN INFO. SIGN LIMIT S I G N SPEE D SIGNPAR K I NG LIMIT S I G N SPEE D INFO. SIGN B-9BOR E B-7BORE B-2BORE B-6BOR E B-4BORE INFO. SIGN 5' SIDE WALK EXIT SIGN CONC R E T E MARKER GRAV E L PARK I N G CONS T R U C T I O N TRAILE R SIGNH\C SIGNH\C SIGNH\C INFO. SIGN INFO. SIGN INFO. SIGN LIMIT SIGN SPEED INFO. INFO. S I G N INFO. SIG N INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGN B-5 SIGN B- 4 S I G N B-3 SIGN B- 2 S I G N B- 1 SI GN C-1 SIGN C-2 S IGN C-3 S I G N C-4 SIGN C-5 SIGN C-5 S I G N C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGN C-4 SIGN C-3 SIGN B-3 SIGN C-2 SIGN B-2 SIGN C-1 SIGN B-1 SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN SIGNSTRE E T SIGNYIELD SIGNYIEL D SIGNINFO . SIGNINFO. SIGNINFO. SIGNINFO . SIGNINFO . SIGNINFO . STOP SIGN SIGNINFO . SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO . SIGNINFO. SIGN H\C SIG N H\C SIG N H\C SIGNH\C SIG N H\C SIGN H\C SIG NH\CSIGN H\C C-3 S I G N C-3 S I G N C- 4 SIG N C-4 SIGN SIGNPARK I N G LIMIT SIGN SPEED SIGNINFO . SIGNINFO. SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO . SIGNINFO. SIGNINFO . SIGN INFO. SIGN INFO . SIGN TICKET BOOTH SIGNPAR K I NG SIGNPARKING SIGNPARK I N G SIGNPARKING SIGNPARK I NG SIGNPARK I N G STOPSIGNPARK I NG SIGNPARK I N G SIGNPARKING INFO . SIGN SIGNH\C SIGNH\C GENERATOR PAD INFO. SIGN SIGNINFO . INFO. SIGN SIGN INFO. SIGN SIGNINFO . X X X X X X X X GRAVEL DR I V E X SIG N STOP SIGN BUILDING BUILDING BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLAR D BOLLARD FFE 28.75 EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT WALK CONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAP CONC. TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENT CONC. MH MHMH CONCRETE WALK H\CSIGN CREWCAR GAT E FENC E LOT F A I R P O R T B L V D AR FF AC C ESS R OAD M O D E R N A V I A T I O N A C C E S S R O A D MODE RN AVI AT I ON DRIVEWAY AIRPOR T BL V D AIR POR T BL V D EMERGE N C Y A C C E S S R O A D H E W LETT D RIVE TRASK DRI VE TER M INA L HALL DRIVE GARDNER R OAD A RFF A CCE SS RO AD EM ER G EN C Y AC C E S S RO AD T E M P R D W Y AIRPO R T PAR K I NG LOT M ODE RN A V IA T ION P A RK I NG LOT LOT D LOT C LOT E L OT B LO T A DRIVEDOLAN XX XXXX XX XX XX XX XX LEA S E A R E A O THE R S 1 5 2 3 4 IN TER IM T ER MI N AL C URBF RON T C E L L P H ON E L OT SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 5 \ I L M B P 2 - C P - 5 3 0 . d w g Pl o t t e d b y : C a s t o , C a i t l i n Pl o t t e d o n : 8 / 9 / 2 0 2 4 1 0 : 5 8 A M WILMINGTON INTERNATIONAL AIRPORT NO RTH SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 400200200 200 100% DESIGN 08/09/2024 CP-530 JJL CCR PAVEMENT MARKING PLAN - LONG TERM PARKING LOT OVERALL LEGEND NOTES 1. EXISTING INFORMATION IS BASED ON:a. JULY 15, 2022 AND JANUARY 12,2024, SURVEY. b. LOT F IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. c. PH1A DEMO & PROPOSED WORK MAY BE EXISTING, IN PROGRESS OF BEINGDEMOLISHED/CONSTRUCTED, ORDEMOLISHED/CONSTRUCTED AT TIME OF BIDDING. 2. ALL PLAN SHEETS MUST BE PRINTED IN COLOR. 3. REFER TO SHEET CS-300 THROUGH CS-307 FOR GUIDANCE ON PARKING LOT GEOMETRY. 4. REFER TO ARCHITECTURE ANDSTRUCTURAL SHEETS FOR GUIDANCE ON PROPOSED CANOPIES AT ENTRY/EXIT PLAZAS. 5. REFER TO SHEETS CP-560 AND CP-563 FOR PAVEMENT MARKING DETAILS, CURB STOP DETAIL, AND RAISED CROSSWALK DETAIL. CURB STOPS TO BE PLACED AT EVERYSTALL ADJACENT TO SIDEWALKS. 6. ALL CURB AND GUTTER ARE TO BE 2'-6"WIDE. 7. ALL PARKING STALLS SHALL BE A MINIMUM OF 18' IN LENGTH AND 9' IN WIDTH. 8. CONTRACTOR IS RESPONSIBLE TO COORDINATE WITH THE OWNER FOR APPROVAL ON ADA STALLS BEFORE MARKING. THE PROPOSED ADA STALLSSHOWN IN THE PLANS NEED FURTHERCOORDINATION WITH THE OWNER ON STALL LOCATIONS. ADA STALLS LOCATIONS ARE PRELIMINARY AND SUBJECT TO CHANGE. AGS PH1A CONSTRUCTION FEATURES EXISTING FEATURES PROPOSED PH1B CONSTRUCTIONFEATURES XX PROPOSED WOODEN POST &CABLE FENCE PROPOSED STRUCTURE/BUILDING PH1B TEMPORARY BARRICADES TAXIW AY F P ERIM ETER R OA D PROPOSED PARKING LOT PAVEMENT PROPOSED ROADWAY PAVEMENT PROPOSED AIRSIDE ROADWAYPAVEMENT NCDOT R\W D ISK INFO. SI G N EX I T SIGN INFO. SI G N INFO. SI G N INFO. SI G NSTO P SI G N STO P SIG NSTREET SIGNYIELD SIG NINFO. SIG NINFO. SIG NINF O. SIG NINF O. INF O. S I G N SIG N INFO. SI G N 5' SIDE WALK EX I T SIGN GRAVE L PARKING CO NSTR U C T I O N TRAILER INFO. SI G N INFO. SI G N INFO. SI G NSTO P SI G N STO P SIG NSTREET SIGNYIELD SIG NINFO. SIG NINFO. SIG NINF O. SIG NINF O. INF O. S I G N SIG N LEA S E A R E A O THE R S AIR P ORT B OULEVAR D AIRP ORT B OULEVAR D XX XX XX XX XX XX XX XX XX XX XX XX XX XX PROPOSED WOODEN POST & CABLE FENCE, REFER TO SHEETSCF-134 THROUGHCF-136, TYP. PROPOSED CANOPY, REFER TO NOTE 4,TYP. REFER TO SHEET CP-520 FOR CELL PHONE LOT MARKINGS 12'12' 24' TYP. REFER TO SHEETCP-500 FORROADWAYMARKING C E L L P H ON E L OT AIRPORT BOULEVARD C E L L P H ON E L OT AIRPORT BOULEVARD E: 2328036.40 N: 190614.10E: 2327874.80N: 190604.94 E: 2327883.09 N: 190592.86 E: 2327869.73 N: 190594.79E: 2327867.98 PH1A CONSTRUCTION FEATURES EXISTING FEATURES PROPOSED PH1B CONSTRUCTIONFEATURES XX PROPOSED WOODEN POST &CABLE FENCE PROPOSED STRUCTURE/BUILDING PH1B TEMPORARY BARRICADES PROPOSED PARKING LOT PAVEMENT PROPOSED ROADWAY PAVEMENT PROPOSED AIRSIDE ROADWAYPAVEMENT SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 5 \ I L M B P 2 - C P - 5 3 0 . d w g Pl o t t e d b y : C a s t o , C a i t l i n Pl o t t e d o n : 8 / 9 / 2 0 2 4 1 0 : 5 8 A M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 NO RTH 100% DESIGN 08/09/2024 CP-531 PAVEMENT MARKING PLAN - LONG TERM PARKING LOT (SHEET 1 OF 5) MA T C H L I N E S E E C P - 5 3 2 MATCHLINE SEE CP-533 JJL CCR AGS 19 SPACES @ 9' TYP. 5 SPACES @ 9'11 SPACES @ 9' TYP.10 SPACES @ 9' TYP. NOTES 1. EXISTING INFORMATION IS BASED ON: a. JULY 15, 2022 AND JANUARY 12,2024, SURVEY. b. LOT F IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. c. PH1A DEMO & PROPOSED WORK MAYBE EXISTING, IN PROGRESS OF BEINGDEMOLISHED/CONSTRUCTED, OR DEMOLISHED/CONSTRUCTED AT TIME OF BIDDING. 2. ALL PLAN SHEETS MUST BE PRINTED IN COLOR. 3. REFER TO SHEET CS-300 THROUGH CS-307 FOR GUIDANCE ON PARKING LOTGEOMETRY. 4. REFER TO ARCHITECTURE AND STRUCTURAL SHEETS FOR GUIDANCE ON PROPOSED CANOPIES AT ENTRY/EXIT PLAZAS. 5. REFER TO SHEETS CP-560 AND CP-563 FORPAVEMENT MARKING DETAILS, CURB STOPDETAIL, AND RAISED CROSSWALK DETAIL. CURBSTOPS TO BE PLACED AT EVERY STALLADJACENT TO SIDEWALKS. 6. ALL CURB AND GUTTER ARE TO BE 2'-6" WIDE. 7. ALL PARKING STALLS SHALL BE A MINIMUM OF 18' IN LENGTH AND 9' IN WIDTH. 8. CONTRACTOR IS RESPONSIBLE TO COORDINATE WITH THE OWNER FOR APPROVAL ON ADA STALLS BEFOREMARKING. THE PROPOSED ADA STALLSSHOWN IN THE PLANS NEED FURTHER COORDINATION WITH THE OWNER ON STALL LOCATIONS. ADA STALLS LOCATIONS ARE PRELIMINARY AND SUBJECT TO CHANGE. INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N) INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) STORM SEWER MANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E) INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N) INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALL STORM SEWERMANHOLERIM 24.51INV. 15.24 (NW)INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E) INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWERMANHOLERIM 24.21INV. 13.27 (E) INV. 13.26 (W) STORM SEWER YARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W) STORM SEWER MANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W) STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W) STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W) STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W) STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W) STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N)INV. 21.29 (W) INV. 19.71 (E)INV. 18.48 (S) STORM SEWER YARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W) STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W) INV. 15.79 INV. 15.91 INV. 15.83 Allegheny Drive STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S) STORM SEWERCURB INLETRIM 24.50 (EOP) INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP)INV. 13.76 (E) STORM SEWERMANHOLERIM BURIED STORM SEWER MANHOLERIM 23.84INV. 13.35 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S) STORM SEWER YARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W)INV. 19.41 (S) STORM SEWER YARD INLETRIM 27.00 INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33 INV. 20.17 INV. 20.99 INV. 20.37 STORM SEWER YARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWERYARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S) STORM SEWERMANHOLERIM 25.11INV. 6.52 STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPRIP-RAP STORM SEWERMANHOLERIM 22.71INV. 15.46 (E) INV. 14.39 (S)INV. 14.13 (W)STORM SEWERMANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWERYARD INLETRIM 20.75INV. 7.37 (E) STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N) INV. 17.22 (E)INV. 17.20 (S) STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89 STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90 INV. 23.08 INV. 24.19RIP-RAPINV. 23.98 STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWER CURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W) RIP-RAPINV. 26.57 INV. 26.37 INV. 26.36 INV. 25.34 INV. 25.07 INV. 26.89 RIP-RAPINV. 26.34 STORM SEWER CURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWERCURB INLETEOP 3302INV. 30.71 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWER YARD INLETRIM 37.90INV. 33.80 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S)INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S) INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWERCURB INLETEOP 38.96INV. 36.08 (E) INV. 35.90 (W) STORM SEWERMANHOLERIM 41.90INV. 38.91 ( S) INV. 37.69 (E) INV. 37.47 (W) STORM SEWERMANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEWERMANHOLERIM 42.01INV. 37.67 (W)INV. 37.62 (S)INV. 37.47 (E) STORM SEWERCURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVED OVER)0 STORM SEWERCURB INLETEOP 30.68 INV.26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWERYARD INLETRIM 21.60 INV.13.28 (N) INV.13.29 (S) STORM SEWER MANHOLE RIM 22.36 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM19.46INV. 15.54 (S) STORM SEWER MANHOLE RIM 22.36 INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S) STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV.12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP) INV. 12.77 (N) INV. 12.75 (E) M STOP INFO. SIGN INFO. SIGN LIMIT SIGNSPEED SIGNPARKING SIGNPARKING LIMIT SIGNSPEED INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNSIGNSTREET B-9BORE B-7BORE B-2BOREB-6BORE B-4BORE INFO. SIGN EXIT SIGN LIMIT SIGNSPEEDSIGNH\C SIGNH\C SIGNH\CINFO. SIGN INFO. SIGNINFO. SIGN LIMIT SIGNSPEED INFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGNSTOPSIGN STOP SIGN SIGNSTREETSIGNYIELDSIGNYIELDSIGNINFO.SIGNSTREETSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNYIELDSIGNINFO. SIGNILM SIGNINFO.LIGHT POLETRAFFIC PED.TRAFFICSIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN SIGNPARKING INFO. SIGN LIMIT SIGNSPEED SIGNSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGN INFO.SIGNINFO.SIGNSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING STOPSIGNPARKINGSIGNPARKINGSIGNPARKINGINFO.SIGNSIGNH\CSIGNH\C INFO. SIGN SIGNINFO. INFO. SIGN SIGN INFO. SIGN SIGNINFO.L\PL\PL\P L\P P\P P\PP\PP\PP\PP\PP\PP\PG\WG\WG\WG\W G\WG\WG\WG\WG\WSTOPELEC.VAULT INFO. SIGN INFO. SIGN LIMIT SIGNSPEED SIGNPARKING SIGNPARKING LIMIT SIGNSPEED INFO. SIGN INFO. SIGNELEC.VAULT INFO. SIGN INFO. SIGNSIGNSTREETELEC.BOXB-9BORE B-7BORE SWITCHCABINET B-2BOREB-6BOREAT&TVAULT B-4BORE INFO. SIGN OVERHEAD LINEEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT 5' SIDEWALK EXIT SIGNPED.BELLSOUTH CONCRETEMARKER LIMIT SIGNSPEEDPEDESTAL AT&TPEDESTAL ELEC. CONDUIT BLOCKFOOTER CONC.HEADWALL CONC.HEADWALLCONC.HEADWALLCONC.FLUME GRAVELPARKING CONSTRUCTIONTRAILERSIGNH\C SIGNH\C SIGNH\CL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\P L\P L\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\P L\P L\PL\PL\PL\PL\P L\PL\PINFO. SIGN INFO. SIGNINFO. SIGN LIMIT SIGNSPEEDL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\P L\P L\PL\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\P L\P L\P L\PL\PL\PAT&TPEDESTALL\PP\PL\PINFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN L\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PINFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGNL\PSTOP SIGNSTOP SIGNTELE.PED.ELEC.MH.TELE.MHELEC.MH. ELEC.MH.ELEC.MH.ELEC.MH.ELEC.MH. TELE.MHTELE.MH TELE.MH TELE.MH TELE.MHTELE.PED.FIBERVAULTELEC.VAULT STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGNSTOPSIGN STOP SIGN SIGNSTREETSIGNYIELDPANELELEC.SIGNYIELDSIGNINFO.SIGNSTREETSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\PL\P SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNYIELDVALVESEWERSIGNINFO.SIGNVAULT ELEC.PED.ELEC.METERSIGNILM SIGNINFO.VAULTFIBERLIGHT POLETRAFFIC VAULTFIBERVAULTSIGNALMARKERFIBERELEC.METERVAULTFIBERPED.TRAFFICSIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN L\PVAULTELEC. EDGE OF PAVEMENT EDGE OF PAVEMENT SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\P ELEC.VAULT SIGNPARKING EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTELEC.VAULT ELEC.VAULTINFO. SIGN LIMIT SIGNSPEED SIGNELEC.PANELSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED. ELEC.PED.SIGNINFO. SIGN INFO.SIGNELEC.PED.INFO.SIGN TICKETBOOTH ELEC.PED.ELEC.VAULTSIGNPARKINGL\PSIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGL\PSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGELEC.PED.ELEC.PANELINFO.SIGNSIGNH\CSIGNH\C EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTDUCTVAULT FAAMARKER GENERATORPADBACK FLOWPREVENTER WATERMETEREDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT INFO. SIGN TELE.VAULT ELEC.VAULTL\PL\PL\PL\PL\PL\PELEC.VAULT TELE.VAULTELEC.VAULTW\VENCLOSURE TELE.VAULTELEC.VAULT SIGNINFO. TELE.MH TELE.MHELEC.MH.L\PELEC.TRANS. INFO. SIGNELEC.TRANS. SIGN INFO. SIGNL\PL\PL\PSIGNINFO.ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVEGRAVEL DRIVE SPOIL SIGN STOP SIGN BUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT FENCE FENCE FENCE WALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 05 KEY MAP LEGEND X X X SIG NH\C SIG NH\C X X X L OT B LOT A TR AD EWI N D S D R I VE XX XX XX XX XX XX XX XX XX XX XX XX XX XX 12'12'12'12' 24' TYP. INT ER I M TER M I NA L CU R B F RO N T INT ER I M TER M I NA L CU R B F RO N T PH1A CONSTRUCTION FEATURES EXISTING FEATURES PROPOSED PH1B CONSTRUCTIONFEATURES XX PROPOSED WOODEN POST &CABLE FENCE PROPOSED STRUCTURE/BUILDING PH1B TEMPORARY BARRICADES PROPOSED PARKING LOT PAVEMENT PROPOSED ROADWAY PAVEMENT PROPOSED AIRSIDE ROADWAYPAVEMENT SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 5 \ I L M B P 2 - C P - 5 3 0 . d w g Pl o t t e d b y : C a s t o , C a i t l i n Pl o t t e d o n : 8 / 9 / 2 0 2 4 1 0 : 5 8 A M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 NO RTH 100% DESIGN 08/09/2024 CP-532 XXX XXX XXX PAVEMENT MARKING PLAN - LONG TERM PARKING LOT (SHEET 2 OF 5) MA T C H L I N E S E E C P - 5 3 1 MATCHLINE SEE CP-534 JJL CCR AGS 11 SPACES @ 9' TYP.13 SPACES @ 9' TYP. INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N) INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) STORM SEWER MANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E) INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N) INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALL STORM SEWERMANHOLERIM 24.51INV. 15.24 (NW)INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E) INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWERMANHOLERIM 24.21INV. 13.27 (E) INV. 13.26 (W) STORM SEWER YARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W) STORM SEWER MANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W) STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W) STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W) STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W) STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W) STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N)INV. 21.29 (W) INV. 19.71 (E)INV. 18.48 (S) STORM SEWER YARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W) STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W) INV. 15.79 INV. 15.91 INV. 15.83 Allegheny Drive STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S) STORM SEWERCURB INLETRIM 24.50 (EOP) INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP)INV. 13.76 (E) STORM SEWERMANHOLERIM BURIED STORM SEWER MANHOLERIM 23.84INV. 13.35 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S) STORM SEWER YARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W)INV. 19.41 (S) STORM SEWER YARD INLETRIM 27.00 INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33 INV. 20.17 INV. 20.99 INV. 20.37 STORM SEWER YARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWERYARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S) STORM SEWERMANHOLERIM 25.11INV. 6.52 STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPRIP-RAP STORM SEWERMANHOLERIM 22.71INV. 15.46 (E) INV. 14.39 (S)INV. 14.13 (W)STORM SEWERMANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWERYARD INLETRIM 20.75INV. 7.37 (E) STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N) INV. 17.22 (E)INV. 17.20 (S) STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89 STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90 INV. 23.08 INV. 24.19RIP-RAPINV. 23.98 STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWER CURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W) RIP-RAPINV. 26.57 INV. 26.37 INV. 26.36 INV. 25.34 INV. 25.07 INV. 26.89 RIP-RAPINV. 26.34 STORM SEWER CURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWERCURB INLETEOP 3302INV. 30.71 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWER YARD INLETRIM 37.90INV. 33.80 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S)INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S) INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWERCURB INLETEOP 38.96INV. 36.08 (E) INV. 35.90 (W) STORM SEWERMANHOLERIM 41.90INV. 38.91 ( S) INV. 37.69 (E) INV. 37.47 (W) STORM SEWERMANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEWERMANHOLERIM 42.01INV. 37.67 (W)INV. 37.62 (S)INV. 37.47 (E) STORM SEWERCURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVED OVER)0 STORM SEWERCURB INLETEOP 30.68 INV.26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWERYARD INLETRIM 21.60 INV.13.28 (N) INV.13.29 (S) STORM SEWER MANHOLE RIM 22.36 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM19.46INV. 15.54 (S) STORM SEWER MANHOLE RIM 22.36 INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S) STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV.12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP) INV. 12.77 (N) INV. 12.75 (E) M STOP INFO. SIGN INFO. SIGN LIMIT SIGNSPEED SIGNPARKING SIGNPARKING LIMIT SIGNSPEED INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNSIGNSTREET B-9BORE B-7BORE B-2BOREB-6BORE B-4BORE INFO. SIGN EXIT SIGN LIMIT SIGNSPEEDSIGNH\C SIGNH\C SIGNH\CINFO. SIGN INFO. SIGNINFO. SIGN LIMIT SIGNSPEED INFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGNSTOPSIGN STOP SIGN SIGNSTREETSIGNYIELDSIGNYIELDSIGNINFO.SIGNSTREETSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNYIELDSIGNINFO. SIGNILM SIGNINFO.LIGHT POLETRAFFIC PED.TRAFFICSIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN SIGNPARKING INFO. SIGN LIMIT SIGNSPEED SIGNSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGN INFO.SIGNINFO.SIGNSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING STOPSIGNPARKINGSIGNPARKINGSIGNPARKINGINFO.SIGNSIGNH\CSIGNH\C INFO. SIGN SIGNINFO. INFO. SIGN SIGN INFO. SIGN SIGNINFO.L\PL\PL\P L\P P\P P\PP\PP\PP\PP\PP\PP\PG\WG\WG\WG\W G\WG\WG\WG\WG\WSTOPELEC.VAULT INFO. SIGN INFO. SIGN LIMIT SIGNSPEED SIGNPARKING SIGNPARKING LIMIT SIGNSPEED INFO. SIGN INFO. SIGNELEC.VAULT INFO. SIGN INFO. SIGNSIGNSTREETELEC.BOXB-9BORE B-7BORE SWITCHCABINET B-2BOREB-6BOREAT&TVAULT B-4BORE INFO. SIGN OVERHEAD LINEEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT 5' SIDEWALK EXIT SIGNPED.BELLSOUTH CONCRETEMARKER LIMIT SIGNSPEEDPEDESTAL AT&TPEDESTAL ELEC. CONDUIT BLOCKFOOTER CONC.HEADWALL CONC.HEADWALLCONC.HEADWALLCONC.FLUME GRAVELPARKING CONSTRUCTIONTRAILERSIGNH\C SIGNH\C SIGNH\CL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\P L\P L\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\P L\P L\PL\PL\PL\PL\P L\PL\PINFO. SIGN INFO. SIGNINFO. SIGN LIMIT SIGNSPEEDL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\P L\P L\PL\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\P L\P L\P L\PL\PL\PAT&TPEDESTALL\PP\PL\PINFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN L\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PINFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGNL\PSTOP SIGNSTOP SIGNTELE.PED.ELEC.MH.TELE.MHELEC.MH. ELEC.MH.ELEC.MH.ELEC.MH.ELEC.MH. TELE.MHTELE.MH TELE.MH TELE.MH TELE.MHTELE.PED.FIBERVAULTELEC.VAULT STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGNSTOPSIGN STOP SIGN SIGNSTREETSIGNYIELDPANELELEC.SIGNYIELDSIGNINFO.SIGNSTREETSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\PL\P SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNYIELDVALVESEWERSIGNINFO.SIGNVAULT ELEC.PED.ELEC.METERSIGNILM SIGNINFO.VAULTFIBERLIGHT POLETRAFFIC VAULTFIBERVAULTSIGNALMARKERFIBERELEC.METERVAULTFIBERPED.TRAFFICSIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN L\PVAULTELEC. EDGE OF PAVEMENT EDGE OF PAVEMENT SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\P ELEC.VAULT SIGNPARKING EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTELEC.VAULT ELEC.VAULTINFO. SIGN LIMIT SIGNSPEED SIGNELEC.PANELSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED. ELEC.PED.SIGNINFO. SIGN INFO.SIGNELEC.PED.INFO.SIGN TICKETBOOTH ELEC.PED.ELEC.VAULTSIGNPARKINGL\PSIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGL\PSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGELEC.PED.ELEC.PANELINFO.SIGNSIGNH\CSIGNH\C EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTDUCTVAULT FAAMARKER GENERATORPADBACK FLOWPREVENTER WATERMETEREDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT INFO. SIGN TELE.VAULT ELEC.VAULTL\PL\PL\PL\PL\PL\PELEC.VAULT TELE.VAULTELEC.VAULTW\VENCLOSURE TELE.VAULTELEC.VAULT SIGNINFO. TELE.MH TELE.MHELEC.MH.L\PELEC.TRANS. INFO. SIGNELEC.TRANS. SIGN INFO. SIGNL\PL\PL\PSIGNINFO.ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVEGRAVEL DRIVE SPOIL SIGN STOP SIGN BUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT FENCE FENCE FENCE WALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 05 KEY MAP E ME R GE N C Y A C C E S S R OA D NOTES 1. EXISTING INFORMATION IS BASED ON: a. JULY 15, 2022 AND JANUARY 12,2024, SURVEY. b. LOT F IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. c. PH1A DEMO & PROPOSED WORK MAYBE EXISTING, IN PROGRESS OF BEINGDEMOLISHED/CONSTRUCTED, OR DEMOLISHED/CONSTRUCTED AT TIME OF BIDDING. 2. ALL PLAN SHEETS MUST BE PRINTED IN COLOR. 3. REFER TO SHEET CS-300 THROUGH CS-307 FOR GUIDANCE ON PARKING LOTGEOMETRY. 4. REFER TO ARCHITECTURE AND STRUCTURAL SHEETS FOR GUIDANCE ON PROPOSED CANOPIES AT ENTRY/EXIT PLAZAS. 5. REFER TO SHEETS CP-560 AND CP-563 FORPAVEMENT MARKING DETAILS, CURB STOPDETAIL, AND RAISED CROSSWALK DETAIL. CURBSTOPS TO BE PLACED AT EVERY STALLADJACENT TO SIDEWALKS. 6. ALL CURB AND GUTTER ARE TO BE 2'-6" WIDE. 7. ALL PARKING STALLS SHALL BE A MINIMUM OF 18' IN LENGTH AND 9' IN WIDTH. 8. CONTRACTOR IS RESPONSIBLE TO COORDINATE WITH THE OWNER FOR APPROVAL ON ADA STALLS BEFOREMARKING. THE PROPOSED ADA STALLSSHOWN IN THE PLANS NEED FURTHER COORDINATION WITH THE OWNER ON STALL LOCATIONS. ADA STALLS LOCATIONS ARE PRELIMINARY AND SUBJECT TO CHANGE. LEGEND INFO. SI G N INFO. SI G N LIM IT SIGN SPEED SIGNPARKING LIM IT S IGN SPEED B-9 BOR E B-7 BOR E B-6 BOR E B-4 BOR E EXIT SIG N LIM I T SIG N SPE E D C-5 SIGN B-5 SIG N B-4 SIGN C-4 SIGN SIGNPAR K I N G INFO. SI G N INFO. SI G N LIM IT SIGN SPEED SIGNPARKING LIM IT S IGN SPEED B-9 BOR E B-7 BOR E B-6 BOR E B-4 BOR E EXIT SIG N LIM I T SIG N SPE E D C-5 SIGN B-5 SIG N B-4 SIGN C-4 SIGN SIGNPAR K I N G A I R P O R T B L V D LOT F H E W LETT D RIVE XX XX XX XX XX XX XX DEMOLISH EXISTING ENTRYROAD PAVEMENT MARKINGS PROPOSED PARKING STALL MARKING (TYP.) SEE DETAIL 2 ON SHEET CP-560. INSTALL CURB STOPS FOR ALL SPACES ALONG SIDEWALKS (TYP.)SEE DETAIL 5 ON SHEET CP-560. ADD PARKING STALL MARKINGS TO LOT FPAVEMENT FILL, TYP. 24' TYP. 24'TYP. 24' TYP. 24' TYP. 24' TYP. 9' 24'TYP. 18' TYP. N: 190465.41 E: 2328041.69 N: 190477.49 E: 2328055.04 N: 190489.56 E: 2328068.38 N: 190500.33E: 2328091.01 N: 190524.50E: 2328117.69 N: 190695.05E: 2327963.38 N: 190670.88E: 2327936.70 N: 190449.56 E: 2328205.62 N: 190477.19 E: 2328236.13 N: 190492.98E: 2328255.61 N: 190516.05 E: 2328281.86 N: 190533.26E: 2328300.08 N: 190557.43E: 2328326.76 N: 190573.55 E: 2328344.55 N: 190597.71 E: 2328371.22 N: 190612.66 E: 2328388.65 N: 190659.63E: 2328440.54 N: 190675.39 E: 2328458.27 N: 190699.55 E: 2328484.96 N: 190715.98E: 2328502.85 N: 190740.14E: 2328529.55 N: 190957.88 E: 2328699.76 N: 190664.85 E: 2327942.17 N: 190689.00E: 2327968.86 N: 190529.57E: 2328113.11 N: 190505.41 E: 2328086.41N: 190495.40 E: 2328063.10 N: 190471.25 E: 2328036.40 N: 190641.49E: 2327930.94N: 190654.72E: 2327918.96 N: 190648.88 E: 2327912.52 N: 190617.35 E: 2327904.22 N: 190619.60E: 2327902.19 CP-533 XXX XXX XXX PAVEMENT MARKING PLAN - LONG TERM PARKING LOT (SHEET 3 OF 5) MA T C H L I N E S E E C P - 5 0 4 MATCHLINE SEE CP-531 MATCHLINE SEE CP-535 JJL CCR AGS 3 SPACES @ 9' 14 SPACES @ 9' 4 SPACES@ 9' 14 SPACES @ 9'3 SPACES @ 9' 2 SPACES @ 9' 2 SPACES @ 9' 11 SPACES @ 9' TYP.11 SPACES @ 9' TYP. 11 SPACES @ 9' TYP. 11 SPACES @ 9' TYP. 11 SPACES @ 9' TYP. 18 SPACES @ 9' 5 SPACES @ 9' 11 SPACES @ 9' TYP. 10 SPACES @ 9' TYP. INSTALL RAISEDCROSSWALK. SEEDETAIL 1 ON SHEET CP-563. INSTALL RAISEDCROSSWALK. SEEDETAIL E ON SHEET CP-563. INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N)INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) STORM SEWERMANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E) INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N) INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALLSTORM SEWERMANHOLERIM 24.51INV. 15.24 (NW) INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E)INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWERMANHOLERIM 24.21INV. 13.27 (E) INV. 13.26 (W) STORM SEWERYARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W)STORM SEWERMANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W)STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W)STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W)STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W)STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W)STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N) INV. 21.29 (W) INV. 19.71 (E)INV. 18.48 (S) STORM SEWER YARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W)STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W)INV. 15.79INV. 15.91INV. 15.83 Allegh e n y Drive STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S)STORM SEWERCURB INLETRIM 24.50 (EOP)INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP)INV. 13.76 (E)STORM SEWERMANHOLERIM BURIED STORM SEWERMANHOLERIM 23.84INV. 13.35 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S)STORM SEWERYARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W) INV. 19.41 (S) STORM SEWERYARD INLETRIM 27.00INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33INV. 20.17INV. 20.99 INV. 20.37STORM SEWERYARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWER YARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N) INV. 9.74 (S)STORM SEWERMANHOLERIM 25.11INV. 6.52STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPRIP-RAPSTORM SEWERMANHOLERIM 22.71INV. 15.46 (E)INV. 14.39 (S)INV. 14.13 (W)STORM SEWERMANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWER YARD INLETRIM 20.75INV. 7.37 (E)STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N)INV. 17.22 (E)INV. 17.20 (S) STORM SEWER MANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWER YARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90INV. 23.08INV. 24.19RIP-RAPINV. 23.98 STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWERCURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W)RIP-RAPINV. 26.57 INV. 26.37INV. 26.36INV. 25.34INV. 25.07INV. 26.89 RIP-RAPINV. 26.34 STORM SEWER CURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWER CURB INLETEOP 3302INV. 30.71 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLET EOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWER YARD INLETRIM 37.90INV. 33.80 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S) INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W)STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W)STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S) INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWERCURB INLET EOP 38.96INV. 36.08 (E)INV. 35.90 (W) STORM SEWERMANHOLERIM 41.90INV. 38.91 (S) INV. 37.69 (E) INV. 37.47 (W) STORM SEWERMANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEWERMANHOLERIM 42.01INV. 37.67 (W)INV. 37.62 (S)INV. 37.47 (E) STORM SEWERCURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVED OVER)0 STORM SEWERCURB INLETEOP 30.68 INV.26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWERYARD INLETRIM 21.60 INV.13.28 (N) INV.13.29 (S) STORM SEWERMANHOLE RIM 22 . 3 6 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM19.46INV. 15.54 (S) STORM SEWER MANHOLE RIM 22.36 INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S) STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV.12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP) INV. 12.77 (N) INV. 12.75 (E) M STOPINFO. SIGNINFO. SIGNLIMIT SIGNSPEED SIGNPARKINGSIGNPARKING LIMIT SIGNSPEEDINFO. SIGNINFO. SIGN INFO. SIGNINFO. SIGNSIGNSTREETB-9BOREB-7BOREB-2BOREB-6BOREB-4BOREINFO. SIGN EXIT SIGN LIMIT SIGNSPEED SIGNH\CSIGNH\CSIGNH\CINFO. SIGNINFO. SIGNINFO. SIGN LIMIT SIGNSPEEDINFO.INFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNB-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGNC-5 SIGNC-5 SIGNC-5 SIGNB-5 SIGN B-5 SIGNB-5 SIGNB-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGN STOP SIGNSTOP SIGNSTOP SIGNSTOP SIGNSTOP SIGNSTOP SIGNSTOP SIGN STOP SIGN STOPSIGNSTOP SIGN SIGNSTREETSIGNYIELDSIGNYIELDSIGNINFO.SIGNSTREET SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNYIELDSIGNINFO.SIGNILM SIGNINFO.LIGHT POLETRAFFICPED.TRAFFIC SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.STOP SIGNSIGNINFO.SIGNINFO. 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SIGNTELE.VAULTELEC.VAULTL\PL\PL\PL\PL\PL\PELEC.VAULTTELE.VAULTELEC.VAULT W\VENCLOSURE TELE.VAULTELEC.VAULTSIGNINFO.TELE.MHTELE.MHELEC.MH.L\PELEC.TRANS. INFO. SIGNELEC.TRANS.SIGNINFO. SIGNL\PL\PL\PSIGNINFO. ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVEGRAVEL DRIVE SPOIL SIGNSTOP SIGNBUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTFENCEFENCEFENCEWALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 05 KEY MAP 11 SPACES @ 9' TYP. 11 SPACES @ 9' TYP. REFER TO NOTE 5 THROUGH 8, TYP. SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ s a m b e r g a \ d 0 5 3 2 9 4 5 \ I L M B P 2 - C P - 5 3 0 . d w g Pl o t t e d b y : S a m b e r g , A n d r e w Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 3 : 2 6 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 N OR T H 100% DESIGN 08/09/2024 NOTES 1. EXISTING INFORMATION IS BASED ON: a. JULY 15, 2022 AND JANUARY 12,2024, SURVEY. b. LOT F IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. c. PH1A DEMO & PROPOSED WORK MAYBE EXISTING, IN PROGRESS OF BEING DEMOLISHED/CONSTRUCTED, OR DEMOLISHED/CONSTRUCTED AT TIME OF BIDDING. 2. ALL PLAN SHEETS MUST BE PRINTED IN COLOR. 3. REFER TO SHEET CS-300 THROUGH CS-307FOR GUIDANCE ON PARKING LOTGEOMETRY. 4. REFER TO ARCHITECTURE AND STRUCTURAL SHEETS FOR GUIDANCE ON PROPOSED CANOPIES AT ENTRY/EXIT PLAZAS. 5.REFER TO SHEETS CP-560 AND CP-563 FORPAVEMENT MARKING DETAILS, CURB STOPDETAIL, AND RAISED CROSSWALK DETAIL. CURBSTOPS TO BE PLACED AT EVERY STALLADJACENT TO SIDEWALKS. 6. ALL CURB AND GUTTER ARE TO BE 2'-6" WIDE. 7. ALL PARKING STALLS SHALL BE A MINIMUM OF 18' IN LENGTH AND 9' IN WIDTH. 8. CONTRACTOR IS RESPONSIBLE TO COORDINATE WITH THE OWNER FOR APPROVAL ON ADA STALLS BEFOREMARKING. THE PROPOSED ADA STALLSSHOWN IN THE PLANS NEED FURTHER COORDINATION WITH THE OWNER ON STALL LOCATIONS. ADA STALLS LOCATIONS ARE PRELIMINARY AND SUBJECT TO CHANGE. 11 SPACES @ 9' TYP. 11 SPACES @ 9' TYP. 10 SPACES @ 9' TYP. PH1A CONSTRUCTION FEATURES EXISTING FEATURES PROPOSED PH1B CONSTRUCTIONFEATURES XX PROPOSED WOODEN POST &CABLE FENCE PROPOSED STRUCTURE/BUILDING PH1B TEMPORARY BARRICADES PROPOSED PARKING LOT PAVEMENT PROPOSED ROADWAY PAVEMENT PROPOSED AIRSIDE ROADWAYPAVEMENT LEGEND 10 SPACES @ 9' TYP.11 SPACES @ 9' TYP. 1 ADDENDUM #1 8/23/2024 1 X X CU R B LI N E CU R B LIN E X X X X X X X SIG NH\C SIG NH\C SIG NH\C INFO. SI G N INFO. S IGN INFO. SI G N INFO. SI G N B-5 SIG N B - 4 S I G N B - 3 S I G N B - 2 S I G N B - 1 S I G N C-1 S I G N C-2 S IG N C-3 S IG N C-4 S IG N C-5 SIGN C-5 SIGN B-5 S I G N B-5 SIGN B-4 SI G N B-3 S IGNB-3 S IGN B-4 SIGN B-4 SIGN C-4 SIGN C-3 SIGN B-3 SIGN C-2 SIGN B-2 SIGN C-1 SIGN B-1 SIGN S I G N H \ C SI GN H\ C SI G N H\ C SIGNH\C S I G N H \ C SIG N H\C SI G N H\C SIG N H \ C C - 3 S IG N C-3 SIG N C - 4 SIG N C- 4 S I G N LIM IT S IGN SPEED SIG NINF O. SIG NINF O. SIG NINFO. SIG NINF O. SIG NINFO. SIGNINF O . SIGNINFO. SIG NINFO. SIG NINF O. INFO . SIG N INF O. SIGN SIGNPARKING SIGNINFO. INFO. SI G N SIGNINFO. SIG NH\C SIG NH\C SIG NH\C INFO. SI G N INFO. S IGN INFO. SI G N INFO. SI G N B-5 SIG N B - 4 S I G N B - 3 S I G N B - 2 S I G N B - 1 S I G N C-1 S I G N C-2 S IG N C-3 S IG N C-4 S IG N C-5 SIGN C-5 SIGN B-5 S I G N B-5 SIGN B-4 SI G N B-3 S IGNB-3 S IGN B-4 SIGN B-4 SIGN C-4 SIGN C-3 SIGN B-3 SIGN C-2 SIGN B-2 SIGN C-1 SIGN B-1 SIGN S I G N H \ C SI GN H\ C SI G N H\ C SIGNH\C S I G N H \ C SIG N H\C SI G N H\C SIG N H \ C C - 3 S IG N C-3 SIG N C - 4 SIG N C- 4 S I G N LIM IT S IGN SPEED SIG NINF O. SIG NINF O. SIG NINFO. SIG NINF O. SIG NINFO. SIGNINF O . SIGNINFO. SIG NINFO. SIG NINF O. INFO . SIG N INF O. SIGN TICKET BOO T H SIGNPARKING SIGNINFO. INFO. SI G N SIGNINFO. FEN C E LOT D LOT C AI RPORT BOULEVARD TER M INA L XX PROPOSED SHUTTLE STOP, REFER TO NOTE 4, TYP. INTERIM CURBSIDE/ INTERIM SHUTTLEDRIVE/ INTERIM ENCLOSED WALKWAY,REFER TO SHEET CS-200 FOR GEOMETRY. 24'TYP. 24' TYP. 24' TYP. 24'TYP. 24' TYP. INT ER I M TER M I NA L CU R B F RO N T INT ER I M TER M I NA L CU R B F RO N T SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ s a m b e r g a \ d 0 5 3 2 9 4 5 \ I L M B P 2 - C P - 5 3 0 . d w g Pl o t t e d b y : S a m b e r g , A n d r e w Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 3 : 2 7 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 N OR T H 100% DESIGN 08/09/2024 CP-534 XXX XXX XXX PAVEMENT MARKING PLAN - LONG TERM PARKING LOT (SHEET 4 OF 5) MA T C H L I N E S E E C P - 5 3 3 MATCHLINE SEE CP-532 MATCHLINE SEE CP-535 JJL CCR AGS 8 SPACES @ 9' TYP. 8 SPACES @ 9' TYP. 8 SPACES @ 9' TYP. 27' TYP. 27' TYP. 13 SPACES @ 9' TYP. 11 SPACES @ 9' TYP.13 SPACES @ 9' TYP. 6 SPACES @ 9' 11 SPACES @ 9' TYP.14 SPACES @ 9' TYP. 10.00' INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N)INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) STORM SEWERMANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E) INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N) INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALLSTORM SEWERMANHOLERIM 24.51INV. 15.24 (NW) INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E)INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWERMANHOLERIM 24.21INV. 13.27 (E) INV. 13.26 (W) STORM SEWERYARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W)STORM SEWERMANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W)STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W)STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W)STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W)STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W)STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N) INV. 21.29 (W) INV. 19.71 (E)INV. 18.48 (S) STORM SEWER YARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W)STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W)INV. 15.79INV. 15.91INV. 15.83 Allegh e n y Drive STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S)STORM SEWERCURB INLETRIM 24.50 (EOP)INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP)INV. 13.76 (E)STORM SEWERMANHOLERIM BURIED STORM SEWERMANHOLERIM 23.84INV. 13.35 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S)STORM SEWERYARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W) INV. 19.41 (S) STORM SEWERYARD INLETRIM 27.00INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33INV. 20.17INV. 20.99 INV. 20.37STORM SEWERYARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWER YARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N) INV. 9.74 (S)STORM SEWERMANHOLERIM 25.11INV. 6.52STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPRIP-RAPSTORM SEWERMANHOLERIM 22.71INV. 15.46 (E)INV. 14.39 (S)INV. 14.13 (W)STORM SEWERMANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWER YARD INLETRIM 20.75INV. 7.37 (E)STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N)INV. 17.22 (E)INV. 17.20 (S) STORM SEWER MANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWER YARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90INV. 23.08INV. 24.19RIP-RAPINV. 23.98 STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWERCURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W)RIP-RAPINV. 26.57 INV. 26.37INV. 26.36INV. 25.34INV. 25.07INV. 26.89 RIP-RAPINV. 26.34 STORM SEWER CURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWER CURB INLETEOP 3302INV. 30.71 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLET EOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWER YARD INLETRIM 37.90INV. 33.80 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S) INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W)STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W)STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S) INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWERCURB INLET EOP 38.96INV. 36.08 (E)INV. 35.90 (W) STORM SEWERMANHOLERIM 41.90INV. 38.91 (S) INV. 37.69 (E) INV. 37.47 (W) STORM SEWERMANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEWERMANHOLERIM 42.01INV. 37.67 (W)INV. 37.62 (S)INV. 37.47 (E) STORM SEWERCURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVED OVER)0 STORM SEWERCURB INLETEOP 30.68 INV.26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWERYARD INLETRIM 21.60 INV.13.28 (N) INV.13.29 (S) STORM SEWERMANHOLE RIM 22 . 3 6 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM19.46INV. 15.54 (S) STORM SEWER MANHOLE RIM 22.36 INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S) STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV.12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP) INV. 12.77 (N) INV. 12.75 (E) M STOPINFO. SIGNINFO. SIGNLIMIT SIGNSPEED SIGNPARKINGSIGNPARKING LIMIT SIGNSPEEDINFO. SIGNINFO. SIGN INFO. SIGNINFO. SIGNSIGNSTREETB-9BOREB-7BOREB-2BOREB-6BOREB-4BOREINFO. SIGN EXIT SIGN LIMIT SIGNSPEED SIGNH\CSIGNH\CSIGNH\CINFO. SIGNINFO. SIGNINFO. SIGN LIMIT SIGNSPEEDINFO.INFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNB-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGNC-5 SIGNC-5 SIGNC-5 SIGNB-5 SIGN B-5 SIGNB-5 SIGNB-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGN STOP SIGNSTOP SIGNSTOP SIGNSTOP SIGNSTOP SIGNSTOP SIGNSTOP SIGN STOP SIGN STOPSIGNSTOP SIGN SIGNSTREETSIGNYIELDSIGNYIELDSIGNINFO.SIGNSTREET SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNYIELDSIGNINFO.SIGNILM SIGNINFO.LIGHT POLETRAFFICPED.TRAFFIC SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.STOP SIGNSIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGNSIGNPARKING INFO. SIGN LIMIT SIGNSPEEDSIGNSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO.SIGN SIGNPARKINGSIGNPARKINGSIGNPARKINGSIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKING STOPSIGNPARKINGSIGNPARKINGSIGNPARKINGINFO.SIGNSIGNH\CSIGNH\CINFO. SIGNSIGNINFO.INFO. SIGNSIGNINFO. SIGNSIGNINFO.L\PL\P L\PL\PP\PP\PP\PP\PP\PP\PP\PP\P G\WG\W G\WG\WG\WG\WG\WG\WG\WSTOP ELEC.VAULTINFO. SIGNINFO. SIGNLIMIT SIGNSPEED SIGNPARKINGSIGNPARKING LIMIT SIGNSPEEDINFO. SIGNINFO. SIGNELEC.VAULTINFO. SIGNINFO. SIGNSIGNSTREETELEC.BOXB-9BOREB-7BORESWITCHCABINETB-2BOREB-6BOREAT&TVAULTB-4BOREINFO. SIGN OVERHEAD LINEEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT5' SIDEWALK EXIT SIGNPED.BELLSOUTHCONCRETEMARKER LIMIT SIGNSPEEDPEDESTAL AT&TPEDESTALELEC. CONDUIT BLOCKFOOTER CONC.HEADWALLCONC.HEADWALL CONC.HEADWALL CONC.FLUMEGRAVELPARKINGCONSTRUCTIONTRAILER SIGNH\CSIGNH\CSIGNH\CL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\P L\PL\PL\PL\PL\P L\PL\PL\PL\PL\PINFO. SIGNINFO. SIGNINFO. SIGN LIMIT SIGNSPEEDL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\P L\PL\PAT&TPEDESTALL\PP\P L\PINFO.INFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PINFO. SIGNINFO. SIGNINFO. SIGNB-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGNC-5 SIGNC-5 SIGNC-5 SIGNB-5 SIGN B-5 SIGNB-5 SIGNB-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGNL\PSTOP SIGNSTOP SIGNTELE.PED.ELEC.MH.TELE.MHELEC.MH.ELEC.MH. ELEC.MH.ELEC.MH.ELEC.MH.TELE.MHTELE.MHTELE.MHTELE.MHTELE.MHTELE.PED.FIBERVAULTELEC.VAULTSTOP SIGNSTOP SIGNSTOP SIGNSTOP SIGNSTOP SIGN STOP SIGN STOPSIGNSTOP SIGN SIGNSTREETSIGNYIELDPANELELEC.SIGNYIELDSIGNINFO.SIGNSTREET SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVE M E N TEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEM E N T EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\PL\PSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNYIELDVALVESEWERSIGNINFO.SIGNVAULTELEC.PED.ELEC.METERSIGNILM SIGNINFO.VAULTFIBER LIGHT POLETRAFFICVAULTFIBERVAULTSIGNALMARKERFIBERELEC.METERVAULTFIBERPED.TRAFFIC SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.STOP SIGNL\PVAULTELEC.EDGE OF PAVEMENT EDGE OF PAVEMENTSIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\PELEC.VAULTSIGNPARKING EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTELEC.VAULTELEC.VAULTINFO. SIGN LIMIT SIGNSPEEDSIGNELEC.PANELSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.ELEC.PED.ELEC.PED.SIGNINFO.SIGNINFO.SIGNELEC.PED.INFO.SIGNTICKETBOOTH ELEC.PED.ELEC.VAULTSIGNPARKING L\PSIGNPARKINGSIGNPARKINGSIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKINGL\PSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGELEC.PED.ELEC.PANELINFO.SIGNSIGNH\CSIGNH\CEDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEME N T EDGE OF PAVEM E NT EDGE OF PAVEMENT EDGE OF PAVEMENTDUCTVAULTFAAMARKERGENERATORPADBACK FLOWPREVENTER WATERMETEREDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTINFO. SIGNTELE.VAULTELEC.VAULTL\PL\PL\PL\PL\PL\PELEC.VAULTTELE.VAULTELEC.VAULT W\VENCLOSURE TELE.VAULTELEC.VAULTSIGNINFO.TELE.MHTELE.MHELEC.MH.L\PELEC.TRANS. INFO. SIGNELEC.TRANS.SIGNINFO. SIGNL\PL\PL\PSIGNINFO. ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVEGRAVEL DRIVE SPOIL SIGNSTOP SIGNBUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTFENCEFENCEFENCEWALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 05 KEY MAP INSTALL RAISED CROSSWALK. SEEDETAIL 1 ON SHEETCP-563, TYP. CONSTRUCT 10' WIDE SIDEWALK. SEE DETAIL E ON SHEET CP-303, TYP. INSTALL 14' WIDE SIDEWALK. SEE DETAIL E ON SHEET CP-303, TYP. INSTALL 10' WIDESIDEWALK. SEE DETAIL E ON SHEET CP-303, TYP. REFER TO NOTE 5 THROUGH 8, TYP. NOTES 1. EXISTING INFORMATION IS BASED ON: a. JULY 15, 2022 AND JANUARY 12,2024, SURVEY. b. LOT F IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. c. PH1A DEMO & PROPOSED WORK MAYBE EXISTING, IN PROGRESS OF BEING DEMOLISHED/CONSTRUCTED, OR DEMOLISHED/CONSTRUCTED AT TIME OF BIDDING. 2. ALL PLAN SHEETS MUST BE PRINTED IN COLOR. 3. REFER TO SHEET CS-300 THROUGH CS-307FOR GUIDANCE ON PARKING LOTGEOMETRY. 4. REFER TO ARCHITECTURE AND STRUCTURAL SHEETS FOR GUIDANCE ON PROPOSED CANOPIES AT ENTRY/EXIT PLAZAS. 5.REFER TO SHEETS CP-560 AND CP-563 FORPAVEMENT MARKING DETAILS, CURB STOPDETAIL, AND RAISED CROSSWALK DETAIL. CURBSTOPS TO BE PLACED AT EVERY STALLADJACENT TO SIDEWALKS. 6. ALL CURB AND GUTTER ARE TO BE 2'-6" WIDE. 7. ALL PARKING STALLS SHALL BE A MINIMUM OF 18' IN LENGTH AND 9' IN WIDTH. 8. CONTRACTOR IS RESPONSIBLE TO COORDINATE WITH THE OWNER FOR APPROVAL ON ADA STALLS BEFOREMARKING. THE PROPOSED ADA STALLSSHOWN IN THE PLANS NEED FURTHER COORDINATION WITH THE OWNER ON STALL LOCATIONS. ADA STALLS LOCATIONS ARE PRELIMINARY AND SUBJECT TO CHANGE.14 SPACES @ 9' TYP. 14 SPACES @ 9' TYP. PH1A CONSTRUCTION FEATURES EXISTING FEATURES PROPOSED PH1B CONSTRUCTIONFEATURES XX PROPOSED WOODEN POST &CABLE FENCE PROPOSED STRUCTURE/BUILDING PH1B TEMPORARY BARRICADES PROPOSED PARKING LOT PAVEMENT PROPOSED ROADWAY PAVEMENT PROPOSED AIRSIDE ROADWAYPAVEMENT LEGEND 11 SPACES @ 9' TYP.13 SPACES @ 9' TYP. 11 SPACES @ 9' TYP.14 SPACES @ 9' TYP. 1 ADDENDUM #1 8/23/2024 1 C U R B L I N E CURB LINE B-2 BORE INFO. SIGN INF O. INF O. S IGN INF O. S I G N C-5 SIGNLIM I T SIGN SPE E D SIGN SIG NPAR K I NG SIGNPARKINGSIGNPAR K I NG INF O. SIG N SIG NH\C SIGNH\C B-2 BORE INFO. SIGN CONCRETE MAR K E R INF O. INFO. SI G N INF O. S I G N C-5 SIGNLIM I T SIGN SPE E D SIGN SIG NPAR K I NG SIGNPARKINGSIGNPAR K I NG INF O. SIG N SIG NH\C SIGNH\C X X X X X X X X X X X X X X X X X SIGN STOP SIGN MH MH MH CON C R E TE WALK H\CSIGN CREWCAR X M O D E R N A V I A T I O N A C C E S S R O A D MO DE RN A V I A TI O N DRI V E W A Y A IRP ORT B OULE V A RD AR F F AC C ESS R OAD T E M P R D W Y MO D ER N AVI ATI O N PAR KI N G L O T LOT E AIRPORT BOULEVARD DOLAN DRIVE HE WLE TT D R I V E TRA SK DRI V E XXXXXXXXXXXXXXXX XX XX XX XX XXXXXXXXXXXX PROPOSED ADMINBUILDING, REFER TO NOTE 4 12' 12' 12' 12' 12' 12' 12' IN TER IM T ER MI N AL C URBF RON T IN TER IM T ER MI N AL C URBF RON T N: 190780.55 E: 2329054.10 N: 190776.85 E: 2329057.47 N: 190792.55 E: 2329074.80 N: 190796.25 E: 2329071.44 SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 5 \ I L M B P 2 - C P - 5 3 0 . d w g Pl o t t e d b y : C a s t o , C a i t l i n Pl o t t e d o n : 8 / 9 / 2 0 2 4 1 0 : 5 8 A M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 NO RTH 100% DESIGN 08/09/2024 CP-535 XXX XXX XXX PAVEMENT MARKING PLAN - LONG TERM PARKING LOT (SHEET 5 OF 5) MATCHLINE SEE CP-533 MATCHLINE SEE CP-534 JJL CCR AGS INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N) INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) STORM SEWER MANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E) INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N) INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALL STORM SEWERMANHOLERIM 24.51INV. 15.24 (NW)INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E) INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWERMANHOLERIM 24.21INV. 13.27 (E) INV. 13.26 (W) STORM SEWER YARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W) STORM SEWER MANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W) STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W) STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W) STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W) STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W) STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N)INV. 21.29 (W) INV. 19.71 (E)INV. 18.48 (S) STORM SEWER YARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W) STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W) INV. 15.79 INV. 15.91 INV. 15.83 Allegheny Drive STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S) STORM SEWERCURB INLETRIM 24.50 (EOP) INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP)INV. 13.76 (E) STORM SEWERMANHOLERIM BURIED STORM SEWER MANHOLERIM 23.84INV. 13.35 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S) STORM SEWER YARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W)INV. 19.41 (S) STORM SEWER YARD INLETRIM 27.00 INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33 INV. 20.17 INV. 20.99 INV. 20.37 STORM SEWER YARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWERYARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S) STORM SEWERMANHOLERIM 25.11INV. 6.52 STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPRIP-RAP STORM SEWERMANHOLERIM 22.71INV. 15.46 (E) INV. 14.39 (S)INV. 14.13 (W)STORM SEWERMANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWERYARD INLETRIM 20.75INV. 7.37 (E) STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N) INV. 17.22 (E)INV. 17.20 (S) STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89 STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90 INV. 23.08 INV. 24.19RIP-RAPINV. 23.98 STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWER CURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W) RIP-RAPINV. 26.57 INV. 26.37 INV. 26.36 INV. 25.34 INV. 25.07 INV. 26.89 RIP-RAPINV. 26.34 STORM SEWER CURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWERCURB INLETEOP 3302INV. 30.71 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWER YARD INLETRIM 37.90INV. 33.80 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S)INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S) INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWERCURB INLETEOP 38.96INV. 36.08 (E) INV. 35.90 (W) STORM SEWERMANHOLERIM 41.90INV. 38.91 ( S) INV. 37.69 (E) INV. 37.47 (W) STORM SEWERMANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEWERMANHOLERIM 42.01INV. 37.67 (W)INV. 37.62 (S)INV. 37.47 (E) STORM SEWERCURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVED OVER)0 STORM SEWERCURB INLETEOP 30.68 INV.26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWERYARD INLETRIM 21.60 INV.13.28 (N) INV.13.29 (S) STORM SEWER MANHOLE RIM 22.36 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM19.46INV. 15.54 (S) STORM SEWER MANHOLE RIM 22.36 INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S) STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV.12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP) INV. 12.77 (N) INV. 12.75 (E) M STOP INFO. SIGN INFO. SIGN LIMIT SIGNSPEED SIGNPARKING SIGNPARKING LIMIT SIGNSPEED INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNSIGNSTREET B-9BORE B-7BORE B-2BOREB-6BORE B-4BORE INFO. SIGN EXIT SIGN LIMIT SIGNSPEEDSIGNH\C SIGNH\C SIGNH\CINFO. SIGN INFO. SIGNINFO. SIGN LIMIT SIGNSPEED INFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGNSTOPSIGN STOP SIGN SIGNSTREETSIGNYIELDSIGNYIELDSIGNINFO.SIGNSTREETSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNYIELDSIGNINFO. SIGNILM SIGNINFO.LIGHT POLETRAFFIC PED.TRAFFICSIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN SIGNPARKING INFO. SIGN LIMIT SIGNSPEED SIGNSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGN INFO.SIGNINFO.SIGNSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING STOPSIGNPARKINGSIGNPARKINGSIGNPARKINGINFO.SIGNSIGNH\CSIGNH\C INFO. SIGN SIGNINFO. INFO. SIGN SIGN INFO. SIGN SIGNINFO.L\PL\PL\P L\P P\P P\PP\PP\PP\PP\PP\PP\PG\WG\WG\WG\W G\WG\WG\WG\WG\WSTOPELEC.VAULT INFO. SIGN INFO. SIGN LIMIT SIGNSPEED SIGNPARKING SIGNPARKING LIMIT SIGNSPEED INFO. SIGN INFO. SIGNELEC.VAULT INFO. SIGN INFO. SIGNSIGNSTREETELEC.BOXB-9BORE B-7BORE SWITCHCABINET B-2BOREB-6BOREAT&TVAULT B-4BORE INFO. SIGN OVERHEAD LINEEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT 5' SIDEWALK EXIT SIGNPED.BELLSOUTH CONCRETEMARKER LIMIT SIGNSPEEDPEDESTAL AT&TPEDESTAL ELEC. CONDUIT BLOCKFOOTER CONC.HEADWALL CONC.HEADWALLCONC.HEADWALLCONC.FLUME GRAVELPARKING CONSTRUCTIONTRAILERSIGNH\C SIGNH\C SIGNH\CL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\P L\P L\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\P L\P L\PL\PL\PL\PL\P L\PL\PINFO. SIGN INFO. SIGNINFO. SIGN LIMIT SIGNSPEEDL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\P L\P L\PL\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\P L\P L\P L\PL\PL\PAT&TPEDESTALL\PP\PL\PINFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN L\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PINFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGNL\PSTOP SIGNSTOP SIGNTELE.PED.ELEC.MH.TELE.MHELEC.MH. ELEC.MH.ELEC.MH.ELEC.MH.ELEC.MH. TELE.MHTELE.MH TELE.MH TELE.MH TELE.MHTELE.PED.FIBERVAULTELEC.VAULT STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGNSTOPSIGN STOP SIGN SIGNSTREETSIGNYIELDPANELELEC.SIGNYIELDSIGNINFO.SIGNSTREETSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\PL\P SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNYIELDVALVESEWERSIGNINFO.SIGNVAULT ELEC.PED.ELEC.METERSIGNILM SIGNINFO.VAULTFIBERLIGHT POLETRAFFIC VAULTFIBERVAULTSIGNALMARKERFIBERELEC.METERVAULTFIBERPED.TRAFFICSIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN L\PVAULTELEC. EDGE OF PAVEMENT EDGE OF PAVEMENT SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\P ELEC.VAULT SIGNPARKING EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTELEC.VAULT ELEC.VAULTINFO. SIGN LIMIT SIGNSPEED SIGNELEC.PANELSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED. ELEC.PED.SIGNINFO. SIGN INFO.SIGNELEC.PED.INFO.SIGN TICKETBOOTH ELEC.PED.ELEC.VAULTSIGNPARKINGL\PSIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGL\PSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGELEC.PED.ELEC.PANELINFO.SIGNSIGNH\CSIGNH\C EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTDUCTVAULT FAAMARKER GENERATORPADBACK FLOWPREVENTER WATERMETEREDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT INFO. SIGN TELE.VAULT ELEC.VAULTL\PL\PL\PL\PL\PL\PELEC.VAULT TELE.VAULTELEC.VAULTW\VENCLOSURE TELE.VAULTELEC.VAULT SIGNINFO. TELE.MH TELE.MHELEC.MH.L\PELEC.TRANS. INFO. SIGNELEC.TRANS. SIGN INFO. SIGNL\PL\PL\PSIGNINFO.ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVEGRAVEL DRIVE SPOIL SIGN STOP SIGN BUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT FENCE FENCE FENCE WALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 05 KEY MAP REFER TO NOTE 5 THROUGH 8, TYP. NOTES 1. EXISTING INFORMATION IS BASED ON: a. JULY 15, 2022 AND JANUARY 12,2024, SURVEY. b. LOT F IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. c. PH1A DEMO & PROPOSED WORK MAYBE EXISTING, IN PROGRESS OF BEINGDEMOLISHED/CONSTRUCTED, OR DEMOLISHED/CONSTRUCTED AT TIME OF BIDDING. 2. ALL PLAN SHEETS MUST BE PRINTED IN COLOR. 3. REFER TO SHEET CS-300 THROUGH CS-307 FOR GUIDANCE ON PARKING LOTGEOMETRY. 4. REFER TO ARCHITECTURE AND STRUCTURAL SHEETS FOR GUIDANCE ON PROPOSED CANOPIES AT ENTRY/EXIT PLAZAS. 5. REFER TO SHEETS CP-560 AND CP-563 FOR PAVEMENT MARKING DETAILS, CURB STOP DETAIL, AND RAISED CROSSWALK DETAIL.CURB STOPS TO BE PLACED AT EVERYSTALL ADJACENT TO SIDEWALKS. 6. ALL CURB AND GUTTER ARE TO BE 2'-6" WIDE. 7. ALL PARKING STALLS SHALL BE A MINIMUM OF 18' IN LENGTH AND 9' IN WIDTH. 8. CONTRACTOR IS RESPONSIBLE TO COORDINATE WITH THE OWNER FOR APPROVAL ON ADA STALLS BEFOREMARKING. THE PROPOSED ADA STALLSSHOWN IN THE PLANS NEED FURTHER COORDINATION WITH THE OWNER ON STALL LOCATIONS. ADA STALLS LOCATIONS ARE PRELIMINARY AND SUBJECT TO CHANGE. PH1A CONSTRUCTION FEATURES EXISTING FEATURES PROPOSED PH1B CONSTRUCTIONFEATURES XX PROPOSED WOODEN POST &CABLE FENCE PROPOSED STRUCTURE/BUILDING PH1B TEMPORARY BARRICADES PROPOSED PARKING LOT PAVEMENT PROPOSED ROADWAY PAVEMENT PROPOSED AIRSIDE ROADWAYPAVEMENT LEGEND BOLLARD BOLL A R D BOLLA R D E D G E O F P A V E M E N T E D G E O F P A V E M E N T X G EN. ROO M CONC. HVAC FOR GUIDANCE ON ROADWAY GEOMETRY, REFER TO SHEET CP-200 REMOVE EXISTING NON-MOVEMENT AREA BOUNDARY MARKINGS AND RE-MARK TO NEW LOCATIONS ACCORDING TO FAA AC 150/5340-1M SECTION 5.4. CONTRACTOR IS RESPONSIBLE FOR SURVEY OF EXISTING PAVEMENT LIMITS, EXISTING UTILITIES, AND ANY NECESSARY FEATURES IN ORDER TO DEFINE THE ROADWAY AND ANY PROPOSED WORK IN THE WORK AREA. N: 190378.61 E: 2330045.15 N: 190257.61E: 2330039.26 N: 190378.71 E: 2330043.15 N: 190257.70 E: 2330037.26 N: 190444.11 E: 2330482.99 N: 190441.95 E: 2330363.05 N: 190442.12 E: 2330483.50N: 190439.97 E: 2330363.73 6" 6" 6" 6" 6" CL MO V E M E N T NO N - M O V E M E N T 3'3'NORTHING/EASTING LOCATION CALLOUT TOCENTER OF SOLID STRIPE 6" WIDTH REFLECTIVE YELLOW STRIPE (TYP.) 6" WIDTH BLACKBORDER ALIGN MIDPOINT OF CENTER STRIPE WITH TAXIWAY CENTERLINE SCALE: NTSCP-540 1 NON-MOVEMENT BOUNDARY MARKING SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 5 \ I L M B P 2 - C P - 5 3 0 . d w g Pl o t t e d b y : C a s t o , C a i t l i n Pl o t t e d o n : 8 / 8 / 2 0 2 4 4 : 3 3 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 100% DESIGN NORTH 08/09/2024 CP-540 XXX XXX XXX PAVEMENT MARKING PLAN - TAXIWAY F PERIMETER ROAD JJL CCR AGS 30 30 30 60 INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N)INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) STORM SEWERMANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E) INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N) INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALLSTORM SEWERMANHOLERIM 24.51INV. 15.24 (NW) INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E)INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWERMANHOLERIM 24.21INV. 13.27 (E) INV. 13.26 (W) STORM SEWERYARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W)STORM SEWERMANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W)STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W)STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W)STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W)STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W)STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N) INV. 21.29 (W) INV. 19.71 (E)INV. 18.48 (S) STORM SEWER YARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W)STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W)INV. 15.79INV. 15.91INV. 15.83 Allegh e n y Drive STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S)STORM SEWERCURB INLETRIM 24.50 (EOP)INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP)INV. 13.76 (E)STORM SEWERMANHOLERIM BURIED STORM SEWERMANHOLERIM 23.84INV. 13.35 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S)STORM SEWERYARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W) INV. 19.41 (S) STORM SEWERYARD INLETRIM 27.00INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33INV. 20.17INV. 20.99 INV. 20.37STORM SEWERYARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWER YARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N) INV. 9.74 (S)STORM SEWERMANHOLERIM 25.11INV. 6.52STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPRIP-RAPSTORM SEWERMANHOLERIM 22.71INV. 15.46 (E)INV. 14.39 (S)INV. 14.13 (W)STORM SEWERMANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWER YARD INLETRIM 20.75INV. 7.37 (E)STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N)INV. 17.22 (E)INV. 17.20 (S) STORM SEWER MANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWER YARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90INV. 23.08INV. 24.19RIP-RAPINV. 23.98 STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWERCURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W)RIP-RAPINV. 26.57 INV. 26.37INV. 26.36INV. 25.34INV. 25.07INV. 26.89 RIP-RAPINV. 26.34 STORM SEWER CURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWER CURB INLETEOP 3302INV. 30.71 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLET EOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWER YARD INLETRIM 37.90INV. 33.80 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S) INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W)STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W)STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S) INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWERCURB INLET EOP 38.96INV. 36.08 (E)INV. 35.90 (W) STORM SEWERMANHOLERIM 41.90INV. 38.91 (S) INV. 37.69 (E) INV. 37.47 (W) STORM SEWERMANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEWERMANHOLERIM 42.01INV. 37.67 (W)INV. 37.62 (S)INV. 37.47 (E) STORM SEWERCURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVED OVER)0 STORM SEWERCURB INLETEOP 30.68 INV.26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWERYARD INLETRIM 21.60 INV.13.28 (N) INV.13.29 (S) STORM SEWERMANHOLE RIM 22 . 3 6 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM19.46INV. 15.54 (S) STORM SEWER MANHOLE RIM 22.36 INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S) STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV.12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP) INV. 12.77 (N) INV. 12.75 (E) M STOPINFO. SIGNINFO. SIGNLIMIT SIGNSPEED SIGNPARKINGSIGNPARKING LIMIT SIGNSPEEDINFO. SIGNINFO. SIGN INFO. SIGNINFO. SIGNSIGNSTREETB-9BOREB-7BOREB-2BOREB-6BOREB-4BOREINFO. SIGN EXIT SIGN LIMIT SIGNSPEED SIGNH\CSIGNH\CSIGNH\CINFO. SIGNINFO. SIGNINFO. SIGN LIMIT SIGNSPEEDINFO.INFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNB-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGNC-5 SIGNC-5 SIGNC-5 SIGNB-5 SIGN B-5 SIGNB-5 SIGNB-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGN STOP SIGNSTOP SIGNSTOP SIGNSTOP SIGNSTOP SIGNSTOP SIGNSTOP SIGN STOP SIGN STOPSIGNSTOP SIGN SIGNSTREETSIGNYIELDSIGNYIELDSIGNINFO.SIGNSTREET SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNYIELDSIGNINFO.SIGNILM SIGNINFO.LIGHT POLETRAFFICPED.TRAFFIC SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.STOP SIGNSIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGNSIGNPARKING INFO. SIGN LIMIT SIGNSPEEDSIGNSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO.SIGN SIGNPARKINGSIGNPARKINGSIGNPARKINGSIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKING STOPSIGNPARKINGSIGNPARKINGSIGNPARKINGINFO.SIGNSIGNH\CSIGNH\CINFO. SIGNSIGNINFO.INFO. SIGNSIGNINFO. SIGNSIGNINFO.L\PL\P L\PL\PP\PP\PP\PP\PP\PP\PP\PP\P G\WG\W G\WG\WG\WG\WG\WG\WG\WSTOP ELEC.VAULTINFO. SIGNINFO. SIGNLIMIT SIGNSPEED SIGNPARKINGSIGNPARKING LIMIT SIGNSPEEDINFO. SIGNINFO. SIGNELEC.VAULTINFO. SIGNINFO. SIGNSIGNSTREETELEC.BOXB-9BOREB-7BORESWITCHCABINETB-2BOREB-6BOREAT&TVAULTB-4BOREINFO. SIGN OVERHEAD LINEEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT5' SIDEWALK EXIT SIGNPED.BELLSOUTHCONCRETEMARKER LIMIT SIGNSPEEDPEDESTAL AT&TPEDESTALELEC. CONDUIT BLOCKFOOTER CONC.HEADWALLCONC.HEADWALL CONC.HEADWALL CONC.FLUMEGRAVELPARKINGCONSTRUCTIONTRAILER SIGNH\CSIGNH\CSIGNH\CL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\P L\PL\PL\PL\PL\P L\PL\PL\PL\PL\PINFO. SIGNINFO. SIGNINFO. SIGN LIMIT SIGNSPEEDL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\P L\PL\PAT&TPEDESTALL\PP\P L\PINFO.INFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PINFO. SIGNINFO. SIGNINFO. SIGNB-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGNC-5 SIGNC-5 SIGNC-5 SIGNB-5 SIGN B-5 SIGNB-5 SIGNB-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGNL\PSTOP SIGNSTOP SIGNTELE.PED.ELEC.MH.TELE.MHELEC.MH.ELEC.MH. 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SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\PELEC.VAULTSIGNPARKING EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTELEC.VAULTELEC.VAULTINFO. SIGN LIMIT SIGNSPEEDSIGNELEC.PANELSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.ELEC.PED.ELEC.PED.SIGNINFO.SIGNINFO.SIGNELEC.PED.INFO.SIGNTICKETBOOTH ELEC.PED.ELEC.VAULTSIGNPARKING L\PSIGNPARKINGSIGNPARKINGSIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKINGL\PSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGELEC.PED.ELEC.PANELINFO.SIGNSIGNH\CSIGNH\CEDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEME N T EDGE OF PAVEM E NT EDGE OF PAVEMENT EDGE OF PAVEMENTDUCTVAULTFAAMARKERGENERATORPADBACK FLOWPREVENTER WATERMETEREDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTINFO. SIGNTELE.VAULTELEC.VAULTL\PL\PL\PL\PL\PL\PELEC.VAULTTELE.VAULTELEC.VAULT W\VENCLOSURE TELE.VAULTELEC.VAULTSIGNINFO.TELE.MHTELE.MHELEC.MH.L\PELEC.TRANS. INFO. SIGNELEC.TRANS.SIGNINFO. SIGNL\PL\PL\PSIGNINFO. ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVEGRAVEL DRIVE SPOIL SIGNSTOP SIGNBUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTFENCEFENCEFENCEWALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR KEY MAP TAXIWAY F PERIMETER ROAD NOTES 1. EXISTING INFORMATION IS BASED ON: a. JULY 15, 2022 AND JANUARY 12,2024, SURVEY. b. LOT F IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. c. PH1A DEMO & PROPOSED WORK MAYBE EXISTING, IN PROGRESS OF BEING DEMOLISHED/CONSTRUCTED, OR DEMOLISHED/CONSTRUCTED AT TIME OF BIDDING. 2. ALL PLAN SHEETS MUST BE PRINTED IN COLOR. 3. REFER TO SHEET CS-300 THROUGH CS-307FOR GUIDANCE ON PARKING LOTGEOMETRY. 4. REFER TO ARCHITECTURE AND STRUCTURAL SHEETS FOR GUIDANCE ON PROPOSED CANOPIES AT ENTRY/EXIT PLAZAS. 5.REFER TO SHEETS CP-560 AND CP-563 FORPAVEMENT MARKING DETAILS, CURB STOPDETAIL, AND RAISED CROSSWALK DETAIL. CURBSTOPS TO BE PLACED AT EVERY STALLADJACENT TO SIDEWALKS. 6. ALL CURB AND GUTTER ARE TO BE 2'-6" WIDE. 7. ALL PARKING STALLS SHALL BE A MINIMUM OF 18' IN LENGTH AND 9' IN WIDTH. 8. CONTRACTOR IS RESPONSIBLE TO COORDINATE WITH THE OWNER FOR APPROVAL ON ADA STALLS BEFOREMARKING. THE PROPOSED ADA STALLSSHOWN IN THE PLANS NEED FURTHER COORDINATION WITH THE OWNER ON STALL LOCATIONS. ADA STALLS LOCATIONS ARE PRELIMINARY AND SUBJECT TO CHANGE. PH1A CONSTRUCTION FEATURES EXISTING FEATURES PROPOSED PH1B CONSTRUCTIONFEATURES PROPOSED AIRSIDE ROADWAYPAVEMENT LEGEND PROPOSED NON-MOVEMENTBOUNDARY MARKING LOCATION 9' (TYP.)9' (TYP.) 4" SOLID WHITE MARKING (TYP.) ACCESSIBILITY SYMBOL MARKING, WHITE4" SOLID WHITE MARKING (TYP.) INSTALL HANDICAP PARKING SIGN. REFER TO CP-530 THROUGH CP-536 FOR APPROXIMATE LOCATIONS FOR LONG TERM PARKING LOT. 4'6"FROMC/L OF MARKING SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 5 \ I L M B P 2 - C P - 5 6 0 . d w g Pl o t t e d b y : L e e , J a n e Pl o t t e d o n : 8 / 8 / 2 0 2 4 4 : 2 7 P M WILMINGTON INTERNATIONAL AIRPORT 100% DESIGN 08/09/2024 MARKING NOTES 1.SEE SHEETS CP-520 THROUGH CP-535 FOR MARKING PLANS FOR PARKING LOTS. 2. CONTRACTOR SHALL CLEAN ANY DEBRIS AND SOIL FROM PAVEMENTS TO BE MARKED IMMEDIATELYPRIOR TO MARKING LAYOUT AND MARKING. IF WATER IS TO BE USED TO CLEAN THE PAVEMENT,THE PAVEMENT MUST BE DRY PRIOR TO MARKING LAYOUT AND MARKING. 3. THE PROPOSED MARKINGS TEMPORARY AND PERMANENT, SHALL BE LAID OUT IN ADVANCE OF THEMARKING APPLICATION. THE MARKING LAYOUT SHALL BE APPROVED BY THE AIRPORT ANDENGINEER PRIOR TO MARKING. ANY DEVIATIONS IN THE MARKING LAYOUT SHALL BE RESOLVEDPRIOR TO MARKING. A REGISTERED SURVEYOR SHALL LAYOUT ALL PAVEMENT MARKINGS. 4. ALL MARKING EQUIPMENT SHALL BE CALIBRATED IN THE PRESENCE OF THE AIRPORT AND ENGINEERPRIOR TO MARKING EACH DAY. THE CALIBRATION SHALL ENSURE CONSISTENCY IN THE MARKINGAND BEAD RATE APPLICATIONS. ANY MARKING EQUIPMENT USED FOR THE PROJECT SHALL BEADEQUATE TO COMPLETE THE WORK PER THE CONTRACT DOCUMENTS. AT ANY TIME, THE AIRPORTAND ENGINEER MAY DIRECT THE CONTRACTOR TO SUPPLY ADDITIONAL OR SUPPLEMENTALEQUIPMENT TO COMPLETE THE WORK IF IT IS SHOWN THE EQUIPMENT BEING USED IS NOTADEQUATE TO COMPLETE THE WORK PER THE CONTRACT DOCUMENTS. ANY ADDITIONAL ORSUPPLEMENTAL EQUIPMENT REQUIRED WILL BE SUPPLIED AT NO ADDITIONAL COST TO THEAIRPORT. 5. ANY DEVIATIONS IN THE MARKING FROM THE APPROVED MARKING PLAN SHALL BE REPAIRED ATNO COST TO THE AIRPORT. THE CONTRACTOR SHALL FOLLOW THE REPAIR METHOD DIRECTED BYTHE AIRPORT AND ENGINEER. 6. CONTRACTOR SHALL PROTECT ALL MARKINGS PLACED UNTIL THE PAVEMENT HAS BEEN TURNEDOVER TO THE AIRPORT. ANY DAMAGE TO PAVEMENT MARKINGS PRIOR TO TURN OVER TO THEAIRPORT SHALL BE REPAIRED AND REMARKED AT NO COST TO THE AIRPORT. 7. MARKING AND MARKING REMOVAL SHALL BE COMPLETED PER ALL APPLICABLE MARKING PLANS. 8. ALL PAVEMENT MARKINGS SHALL CONFORM TO NCDOT 2024 STANDARD SPECIFICATION FORROADS AND STRUCTURES DIVISION 12 AND NCDOT ROADWAY STANDARD DRAWING FORPAVEMENT MARKINGS. PAVEMENT MARKING DETAILS CP-560 JJL AGS JKG CP-560 2 PARKING STALL MARKING DETAIL NOT TO SCALE CP-560 3 HANDICAP MARKING DETAIL NOT TO SCALE 7" DIAMETER CIRCLE 41 " 36" 24.75" OUTSIDEDIAMETER 1.75" 3" 3" 3'5"18' (TYP.) 45° 2' (TYP.) 5' HANDICAP PARKING SIGN NOTES 1. ALL 12"X18" ACCESSIBLE SIGNS (R7-8 & R7-1) SHALL BE MOUNTED AT 7 FEETFROM GRADE TO BOTTOM EDGE OF SIGN FACE (MUTCD). MOUNTING HEIGHTCAN BE REDUCED TO 5 FEET IF PLACED IN AN AREA BETWEEN SIDEWALK ANDBUILDING FACE IN WHICH PEDESTRIANS ARE NOT EXPECTED TO USE. 2. REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, (MUTCD) U.S.DEPARTMENT OF TRANSPORTATION AND NORTH CAROLINA DEPARTMENT OFTRANSPORTATION SUPPLEMENT. 3. IF ACCESSIBLE ROUTE IS A RAISED SIDEWALK AREA, THEN RAMPS AREREQUIRED AT LOADING ZONE AREA. 4. SIGN: R7-8 (WITH ARROW) METAL LEGEND/BORDER-GREEN; WHITE SYMBOLON BLUE BACKGROUND; BACKGROUND-WHITE. SIGN TO MEET CITYSTANDARDS. 5. PENALTY SIGN BELOW (METAL) 3/8" WHITE BORDER; BACKGROUND-BLUE;LEGEND IN WHITE. SIGN TO MEET LOCAL STANDARDS. 6. PLACE SIGN ON POST WITH 7' MIN. CLEARANCE FROM BOTTOM OF SIGN TOFINISHED GRADE. POST MUST BE SET IN CONCRETE DIRECTLY BEHIND BACK OFCURB. 7. USE A U-TYPE FANGED STEEL SECTION FOR SIGN POST PAINTED WHITE ANDATTACHED WITH RUSTPROOF HARDWARE. HANDICAP PARKING SIGNS NOT TO SCALE RESERVED PARKING MAXIMUMPENALTY $250 12" 18" 9" MUTCDR7-812"x18" R7-8 12"x9" CP-560 5 PARKING CURB STOP DETAIL NOT TO SCALE CP560 1 45° PARKING STALL MARKING DETAIL NOT TO SCALE 45°' 27' (TYP.)18' (TYP.) 9' (TYP.) 4" SOLID WHITE MARKING (TYP.)4" SOLID WHITE MARKING (TYP.) ACCESSIBILITYSYMBOL MARKING,WHITE INSTALL HANDICAP PARKING SIGN. REFER TO SHEET CP-520 FOR APPROXIMATE SIGN LOCATIONS. 5' 3'5" 4'6" FROM C/L OF MARKING CP-560 4 SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 5 \ I L M B P 2 - C P - 5 6 3 . d w g Pl o t t e d b y : L e e , J a n e Pl o t t e d o n : 8 / 8 / 2 0 2 4 4 : 2 4 P M WILMINGTON INTERNATIONAL AIRPORT 100% DESIGN 08/09/2024 6' MATCH WIDTH OF WALK LEADING TO CROSSING6' XXX JKG JKG CROSSWALK AND ISLAND DETAILS (SHEET 1 OF 1) CP-563 JJL JKG AGS SCALE: RAISED CROSSWALK DETAIL NOT TO SCALE 1 CP-563 NOTE: SCALE: PARKING LOT ISLAND DETAIL NOT TO SCALE 2 CP-563 HIGH VISIBILITY PIANO STYLE CROSSWALK (OR EQUIVALENT) SHALL BE INSTALLED ON THE TABLE PART OF THE RAISED CROSSWALK 1.PROVIDE APPROPRIATE STORM DRAINAGE MEASURES TO ENSURE WATER DOES NOT POND AT ANY POINT ALONG THE SURFACE CROSSWALK OR AT THE BASE OF THERAISED CROSSWALK. 2. THE CROSSWALK SURFACE RUNNING SLOPE AND CROSSSLOPE SHALL NOT EXCEED THAT OF THE EXISTING ROADWAY. 3. STORM GRATES SHALL NOT BE INSTALLED INTO THE TAPERS OR TABLE PORTION OF THE RAISED CROSSWALK. PROP. 4" OF ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C AT ANAVERAGE RATE OF 168 LBS. PER SY.YD. IN EACH OF TWO LAYERS. LANDSCAPE ISLAND REFER TO DETAIL B, SHEETCP-303 FOR PAVEMENT SECTION REFER TO DETAIL E, SHEET CP-303 FOR PAVEMENT SECTION NOTE: 1. REFER TO SHEETS LS-100 THROUGH LS-111 FOR LANDSCAPING DETAILS AND CONCRETE FINISHES. 2. CURB AND GUTTER SHALL BE COORDINATED WITH DRAINAGE AND GRADING PLANS. REVERSE FLOW GUTTERTO BE UTILIZED ON CURB ISLANDS AS NEEDED TO ALLOWFOR POSITIVE DRAINAGE. NORTH SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 CP-600 OVERALL PLAN SIGNING ROADWAY EXISTING 50 200 400 200 STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S) STORM SEWERYARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWERYARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S) STORM SEWERYARD INLETRIM 20.75INV. 7.37 (E)STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) (S)(N) INV. 14.63 20.65 INV. 15.26 YARD INLET RIM STORM SEWER STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) STORM SEWERCURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W) STORM SEWERCURB INLETEOP 3302INV. 30.71 (E) 22.19 (N)INV. 22.47 (E) EOP 27.90 INV. CURB INLET STORM SEWER INV. 15.54 (S)19.46 YARD INLET RIM STORM SEWER STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N)INV. 17.22 (E)INV. 17.20 (S) GRAVEL STORM SEWERMANHOLERIM 29.28INV. 16.89 (W) (S)(N) INV. 19.46 21.79 INV. 19.48 YARD INLET RIM STORM SEWER STOP SIGNSTOP SIGN SIGNPARKINGSIGNPARKINGPED.BELLSOUTH INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGN L\P SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. L\P 05 INV. 20.37 BOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARD SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS 50073* *F-0493 * C-28 North Carolina License Nos. 704-752-0610 FAX 704-949-2672 Charlotte, NC 28203 1520 South Blvd., Suite 200 RS&H Architects-Engineers-Planners, Inc. NO.DESCRIPTION DATE CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED LOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION. RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE C :\ p w _ w o rk \rs h _ p w \p w _ u s e r\d 0 4 8 6 7 3 4 \IL M BP 2 -X R -G -B R D R -0 2 .d w g D ra w in g : C a s to , C a it l i n P lo tt e d b y : REW REW AGS AIRPORT INTERNATIONAL WILMINGTON CONSTRUCTION FOR NOT RELEASED 08/09/2024 LEGEND PROPOSED SIGN U-CHANNEL POST EXISTING SIGN NOTES NOT BE SHOWN. 2. SOME EXISTING SIGN REPLACEMENTS MAY GUIDE SIGN DETAILS. 3. SEE WAYFINDING SIGNAGE PLANS FOR WILL BE INSTALLED ON U-CHANNEL POST(S). 4. ALL PROPOSED SIGNS SHOWN ON THIS SHEET LESS THAN 7' APART. d. DOUBLE U-CHANNEL POSTS CAN BE USED LESS GREATER REQUIRE DOUBLE U-CHANNEL. c. SIGN ASSEMBLIES WITH DIMENSION OF 36" OR U-CHANNEL. BUT LESS THAN 24 SF REQUIRE DOUBLE 3 LB b. SIGN ASSEMBLIES GREATER THAN 12 SF REQUIRE SINGLE 3 LB U-CHANNEL. a. SIGN ASSEMBLIES LESS THAN 12 SF 5. NUMBER OF POSTS: DRAWING SPECIFICATIONS. MUTCD AND NCDOT ROADWAY STANDARD SHALL BE LOCATED BY FIELD ENGINEER AND MEET 6. PROPOSED SIGNAGE OFFSETS FROM ROADWAY SIGNS ON 'U' CHANNEL SUPPORTS. d. 904.50 MOUNTING OF TYPE 'D', 'E', AND 'F' MOUNTED SIGNS. c. 904.10 ORIENTATION OF GROUND SUPPORTS. b. 903.10 GROUND MOUNTED SIGN SPACING. a. 901.70 SIGN STRINGING AND SUPPORT 7. NCDOT 2024 STANDARD DRAWINGS: PHASE 1B BID PACKAGE 2 IMPROVEMENTS AND PARKING AIRPORT BOULEVARD CONSTRUCTION. c. EXISTING INFORMATION INCLUDES PH1A FILE RECEIVED FROM ILM CONSULTANT. b. LOT F IS BASED ON OCTOBER 2023 CADD SURVEY. a. JULY 15, 2022 AND JANUARY 12, 2024, 1. EXISTING INFORMATION IS BASED ON: 100% DESIGN P lo tt e d o n : 8 /9 /2 0 2 4 INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N)INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) STORM SEWERMANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E)INV. 12.42 (S)INV. 11.86 (W) STORM SEWER MANHOLERIM 24.32INV. 12.67 (N)INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWER HEADWALL STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWER YARD INLETRIM 22.11INV. 17.98 (E)INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWER MANHOLERIM 24.21INV. 13.27 (E)INV. 13.26 (W) STORM SEWERYARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W) STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W) STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W) STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N)INV. 21.29 (W)INV. 19.71 (E)INV. 18.48 (S) STORM SEWERYARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W) STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W) INV. 15.79 INV. 15.91INV. 15.83 STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S) STORM SEWERCURB INLETRIM 24.50 (EOP)INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP)INV. 13.76 (E) STORM SEWERMANHOLERIM BURIED STORM SEWERMANHOLERIM 23.84INV. 13.35 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S) STORM SEWERYARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W)INV. 19.41 (S) STORM SEWERYARD INLETRIM 27.00 INV. 19.73 (S) INV. 18.99 INV. 19.33 INV. 20.17 INV. 20.99 STORM SEWER MANHOLERIM 25.11INV. 6.52 STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPSTORM SEWER MANHOLERIM 22.71INV. 15.46 (E)INV. 14.39 (S)INV. 14.13 (W) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89 RIP-RAPINV. 18.47 RIP-RAPINV. 22.67INV. 22.90INV. 23.08 INV. 24.19RIP-RAPINV. 23.98 RIP-RAPINV. 22.84 RIP-RAPINV. 26.57 INV. 26.37 INV. 26.36 INV. 25.34 INV. 25.07 INV. 26.89 RIP-RAPINV. 26.34 STORM SEWERYARD INLETRIM 37.90INV. 33.80 (E) OVER)0MANHOLE RIM (PAVED STORM SEWER (S)(N) INV. 13.54 21.20 INV. 13.55 YARD INLET RIM STORM SEWER (S)(N) INV. 13.29 21.60 INV. 13.28 YARD INLET RIM STORM SEWER INV. 11.40 (S)INV. 11.41 (N) MANHOLE RIM 22.36 STORM SEWER INV. 11.89 (S)INV. 11.89 (E) INV. 11.90 (W) INV. 15.17 (N) MANHOLE RIM 22.36 STORM SEWER 12.35 (E)INV. 12.37 (W) INV. RIM 23.28 (EOP) CURB INLET STORM SEWER 12.75 (E)INV. 12.77 (N) INV. RIM 23.31 (EOP) CURB INLET STORM SEWER M OVERHEAD LINE EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT 5' SIDEWALK GRAVELPARKING CONSTRUCTIONTRAILER EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT ASPHALT DRIVE GRAVEL GRAVEL DRIVE GRAVEL DRIVE FENCE SIGN BUILDING BUILDING BOLLARD FFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTWALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 BOLLARD BOLLARD BOLLARDBOLLARD BOLLARD BOLLARDBOLLARD BOLLARD BOLLARD BOLLARDBOLLARD STORM SEWER MANHOLERIM 24.51INV. 15.24 (NW)INV. 13.23 (NE)INV. 13.23 (S) STORM SEWERCURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S)INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S)INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) 25.69 (W)25.92 (E) INV. 26.69 (S) INV. EOP 30.68 INV. CURB INLET STORM SEWER STORM SEWERMANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W) STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W) STOPSIGNSTOPSIGN STOP SIGNSTOP SIGNSTOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN C-5 SIGNC-5 SIGN ELEC.MH. ELEC.VAULT STOP SIGNSTOP SIGN ELEC.METER TELE.MH INFO. SIGNSIGNPARKINGINFO. SIGNSIGNPARKING B-5 SIGNB-5 SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN B-4 SIGNB-4 SIGN C-5 SIGNC-5 SIGN C-4 SIGNC-4 SIGN B-5 SIGNB-5 SIGN INFO. SIGNINFO. SIGN L\P B-5 SIGNB-5 SIGN L\P ELEC. CONDUIT BLOCKFOOTER CONC.HEADWALL CONC.HEADWALL CONC.HEADWALLCONC.FLUME SIGNINFO. SIGNINFO. PED.TRAFFIC SIGNINFO. SIGNINFO.VAULTFIBER VAULTFIBERVAULTSIGNAL MARKERFIBER VAULTFIBERPED.TRAFFIC SIGNPARKINGSIGNPARKING L\P B-4 SIGNB-4 SIGN L\P C-3 SIGNC-3 SIGN B-4 SIGNB-4 SIGN C-4 SIGNC-4 SIGN C-5 SIGNC-5 SIGN B-3 SIGNB-3 SIGN SIGNSTREET SIGNILM LIGHT POLETRAFFIC SIGNSTREET SIGNILM LIGHT POLETRAFFIC L\P INFO. SIGNINFO. SIGN C-4 SIGNC-4 SIGN L\P B-3 SIGNB-3 SIGNB-3 SIGNB-3 SIGN L\P B-4BOREB-4BORE STOP SIGN L\P B-2 SIGNB-2 SIGNC-2 SIGNC-2 SIGN INFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGN L\P ELEC.MH. L\P L\P L\P SIGNINFO.SIGNINFO. C-3 SIGNC-3 SIGNC-3 SIGNC-3 SIGN ELEC.MH.ELEC.PED.ELEC.METER STOP INFO. SIGN INFO. SIGN LIMIT SIGNSPEED LIMIT SIGNSPEED INFO. SIGN INFO. SIGN INFO. SIGNINFO. SIGNSIGNSTREET B-9BORE INFO. SIGN EXIT SIGN LIMIT SIGNSPEED LIMIT SIGNSPEEDSIGN L\P L\P L\P L\P P\P P\P P\P P\P P\P P\P P\P P\P G\WG\W G\WG\W G\WG\W G\W G\WG\W STOP ELEC.VAULT INFO. SIGN INFO. SIGN LIMIT SIGNSPEED LIMIT SIGNSPEED INFO. SIGN INFO. SIGNELEC.VAULT INFO. SIGNINFO. SIGNSIGNSTREETELEC.BOX B-9BORE SWITCHCABINET AT&TVAULT INFO. SIGN EXIT SIGN CONCRETEMARKER AT&TPEDESTAL LIMIT SIGNSPEED TELE.PED.ELEC.MH.TELE.MH TELE.PED. FIBERVAULT ELEC.VAULT ELEC.VAULT ELEC.VAULT LIMIT SIGNSPEEDSIGN ELEC.PANEL ELEC.PED. ELEC.PED. ELEC.PED. ELEC.PED.ELEC.PED. ELEC.VAULT ELEC.PED.ELEC.PANEL TELE.VAULT ELEC.VAULT ELEC.VAULT TELE.VAULTELEC.VAULT W\VENCLOSURE TELE.VAULT ELEC.VAULT ELEC.TRANS. ELEC.TRANS. FENCE FENCE FENCE LIMIT SIGNSPEEDLIMIT SIGNSPEEDPEDESTAL L\P TELE.MH L\P L\P L\P B-1 SIGNB-1 SIGN TELE.MH L\P AT&TPEDESTAL SIGNINFO. ELEC.MH. SIGNINFO.L\P L\P L\P C-1 SIGNC-1 SIGN TELE.MH L\P L\P INFO. SIGN B-5 SIGN INFO. SIGN B-5 SIGN L\P SIGNYIELD SIGNYIELD SIGNYIELD SIGNYIELDVALVESEWERSIGNVAULT L\P B-4 SIGNB-4 SIGN L\P L\P SIGNINFO.SIGNINFO. L\P L\P SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO. L\P SIGNSTREETSIGNYIELDSIGNSTREETSIGNYIELD PANELELEC. L\P L\P L\P L\P SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.VAULTELEC. L\P L\P L\P C-4 SIGNC-4 SIGN B-3 SIGNB-3 SIGN SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO. B-6BOREB-6BORE B-1 SIGNB-1 SIGN B-2 SIGNB-2 SIGN TELE.MH L\P L\P SIGNINFO.SIGNINFO. L\P SIGNINFO.SIGNINFO. L\P L\P C-1 SIGNC-1 SIGN SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO.L\P SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. C-2 SIGNC-2 SIGN C-3 SIGNC-3 SIGN TELE.MH ELEC.MH. L\P L\P B-7BOREB-7BORE L\P L\P L\P L\P L\P L\P L\P B-2BOREB-2BORE L\P L\P L\P L\P SIGNINFO.SIGNINFO. L\PINFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGN L\P L\P L\P L\P SIGNINFO.SIGNINFO. L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P INFO. SIGNINFO. SIGN L\P L\P L\P L\P INFO. SIGNINFO. SIGN L\P L\P L\P INFO. SIGNINFO. SIGN L\P L\P L\P L\P L\P L\PL\P L\P L\P L\P L\P L\PL\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P INFO.SIGNINFO.SIGN SIGNSTOPSIGNSTOPINFO.SIGNINFO.SIGN INFO.SIGN INFO.SIGNINFO.SIGN INFO.SIGN TICKETBOOTH DUCTVAULTFAAMARKER GENERATORPADBACK FLOWPREVENTER WATERMETER L\P RIP-RAP L\P L\P L\P L\P L\P L\P STORM SEWER MANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) TELE.MH INFO. SIGNINFO. SIGN L\P ELEC.MH. L\P L\P L\P GRAVEL L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\PL\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\PL\P L\P L\P L\P L\P SPOIL SPOIL SPOIL L\P SIGNH\CSIGNH\C STORM SEWERCURB INLETEOP 38.96INV. 36.08 (E)INV. 35.90 (W) P\P STORM SEWER MANHOLERIM 41.90INV. 38.91 (S)INV. 37.69 (E)INV. 37.47 (W) STORM SEWER MANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEWER MANHOLERIM 42.01INV. 37.67 (W) INV. 37.62 (S) INV. 37.47 (E) SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKING SPOIL SPOILSPOIL Allegheny Drive KEY MAP 2 4 1 5 3 GRAVEL STOP SIGN STOP SIGN SIGNPARKING SIGNPARKING INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGN SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD NCDOT R\W DISK NCDOT R\W DISK CURB LINE CURB LINE CURB LINE CURB LINE CURB LINE CURB LINE HANGAR 6 HANGAR BUILDING 10 HANGAR 4 HANGAR 5 HANGAR 2 HANGAR 1 MODERN AVIATION HANGAR 7 HANGAR 3 M 5' SIDEWALK GRAVEL PARKING CONSTRUCTION TRAILER ASPHALT DRIVE GRAVEL GRAVEL DRIVE GRAVEL DRIVE FENCE SIGN BUILDING BUILDING BOLLARD FFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT WALK CONC. WALK CONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAP CONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENT CONC. MH MH MH CONCRETE WALK H\CSIGN CREWCAR GATE LOT F AIR P O R T B L V D ARFF ACCESS ROAD MO D E R N AVIATI O N A C C E S S R O AD MODERN AVIATION DRIVEWAY A IRPORT BOU LEVA RD EMERGENCY ACCESS ROAD HEW LETT DRIVE TE RMINAL HA LL D R IVE GARDNER ROAD A RFF ACCESS RO A D EMERGENCY ACC ES S ROAD AIRPORT PARKING LOT MODERN AVIATION PARKING LOT TE MP RD WY LOT D LOT C LOT E LOT B LOT A AIRPORT BOULEVARD DOLAN DRIVE AIRPORT BOU LEVARD AIRPORT BOULEVARD A IRPO RT BOULEV A RD HEWLETT DRIVE EMERGENC Y ACC ES S ROAD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD STOPSIGNSTOPSIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN C-5 SIGN C-5 SIGN STOP SIGN STOP SIGN INFO. SIGN SIGNPARKING INFO. SIGN SIGNPARKING B-5 SIGNB-5 SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN B-4 SIGNB-4 SIGN C-5 SIGNC-5 SIGN C-4 SIGNC-4 SIGN B-5 SIGN B-5 SIGN INFO. SIGNINFO. SIGN B-5 SIGNB-5 SIGN SIGNPARKING SIGNPARKING B-4 SIGN B-4 SIGN C-3 SIGNC-3 SIGN B-4 SIGN B-4 SIGN C-4 SIGN C-4 SIGN C-5 SIGNC-5 SIGN B-3 SIGNB-3 SIGN INFO. SIGNINFO. SIGN C-4 SIGN C-4 SIGN B-3 SIGN B-3 SIGN B-3 SIGN B-3 SIGN B-4BOREB-4BORE STOP SIGN B-2 SIGNB-2 SIGN C-2 SIGNC-2 SIGN INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGN C-3 SIGN C-3 SIGN C-3 SIGN C-3 SIGN STOP INFO. SIGN INFO. SIGN LIMIT SIGNSPEED LIMIT SIGNSPEED INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGN SIGNSTREET B-9BORE INFO. SIGN EXIT SIGN LIMIT SIGNSPEED LIMIT SIGNSPEED SIGNSTOP INFO. SIGN INFO. SIGN LIMIT SIGNSPEED LIMIT SIGNSPEED INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGN SIGNSTREET B-9BORE INFO. SIGN EXIT SIGN CONCRETE MARKER LIMIT SIGNSPEED LIMIT SIGNSPEED SIGN FENCE FENCE FENCE GATE FENCE FENCE FENCE LIMIT SIGNSPEED LIMIT SIGNSPEED B-1 SIGNB-1 SIGN SIGNINFO.SIGNINFO. C-1 SIGNC-1 SIGN INFO. SIGN B-5 SIGN INFO. SIGN B-5 SIGN SIGNYIELDSIGNYIELD B-4 SIGN B-4 SIGN SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO. SIGNSTREET SIGNYIELDSIGNSTREET SIGNYIELD SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO. C-4 SIGN C-4 SIGN B-3 SIGN B-3 SIGN SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO. B-6BOREB-6BORE B-1 SIGN B-1 SIGN B-2 SIGN B-2 SIGN SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO. C-1 SIGN C-1 SIGN SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO. C-2 SIGN C-2 SIGN C-3 SIGN C-3 SIGN B-7BOREB-7BORE B-2BOREB-2BORE SIGNINFO.SIGNINFO. INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGN SIGNINFO.SIGNINFO. INFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGN INFO. SIGNINFO. SIGN INFO.SIGNINFO.SIGN SIGNSTOPSIGNSTOPINFO.SIGN INFO.SIGN INFO.SIGN INFO.SIGN INFO.SIGN INFO.SIGN TICKET BOOTH GENERATOR PAD INFO. SIGNINFO. SIGN GRAVEL SPOIL SPOIL SPOIL SIGNH\CSIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGN H\C SIGN H\C SIGNH\C SIGN H\C SIGN H\C SIGNH\C SIGN H\C SIGN H\C SIGN H\C SIGNH\C SIGN H\C SIGN H\C SIGNH\C SIGN H\C SIGN H\CSIGN H\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKING SPOIL SPOILSPOIL NORTH M A T C H L I N E S E E C P - 6 0 2 MATCHLINE SEE CP-603 (SHEET 1 OF 5) CP-601 SIGNING ROADWAY EXISTING STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S) STORM SEWERYARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWERYARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S) STORM SEWERYARD INLETRIM 20.75INV. 7.37 (E)STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) (S)(N) INV. 14.63 20.65 INV. 15.26 YARD INLET RIM STORM SEWER STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) STORM SEWERCURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W) STORM SEWERCURB INLETEOP 3302INV. 30.71 (E) 22.19 (N)INV. 22.47 (E) EOP 27.90 INV. CURB INLET STORM SEWER INV. 15.54 (S)19.46 YARD INLET RIM STORM SEWER STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N)INV. 17.22 (E)INV. 17.20 (S) GRAVEL STORM SEWERMANHOLERIM 29.28INV. 16.89 (W) (S)(N) INV. 19.46 21.79 INV. 19.48 YARD INLET RIM STORM SEWER STOP SIGNSTOP SIGN SIGNPARKINGSIGNPARKINGPED.BELLSOUTH INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGN L\P SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. L\P 05 INV. 20.37 BOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARD SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS 50073* *F-0493 * C-28 North Carolina License Nos. 704-752-0610 FAX 704-949-2672 Charlotte, NC 28203 1520 South Blvd., Suite 200 RS&H Architects-Engineers-Planners, Inc. NO.DESCRIPTION DATE CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED LOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION. RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE C :\ p w _ w o rk \rs h _ p w \p w _ u s e r\d 0 4 8 6 7 3 4 \IL M BP 2 -X R -G -B R D R -0 2 .d w g D ra w in g : C a s to , C a it l i n P lo tt e d b y : REW REW AGS AIRPORT INTERNATIONAL WILMINGTON SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 CONSTRUCTION FOR NOT RELEASED 08/09/2024 LEGEND PROPOSED SIGN U-CHANNEL POST EXISTING SIGN NOTES NOT BE SHOWN. 2. SOME EXISTING SIGN REPLACEMENTS MAY GUIDE SIGN DETAILS. 3. SEE WAYFINDING SIGNAGE PLANS FOR WILL BE INSTALLED ON U-CHANNEL POST(S). 4. ALL PROPOSED SIGNS SHOWN ON THIS SHEET LESS THAN 7' APART. d. DOUBLE U-CHANNEL POSTS CAN BE USED LESS GREATER REQUIRE DOUBLE U-CHANNEL. c. SIGN ASSEMBLIES WITH DIMENSION OF 36" OR U-CHANNEL. BUT LESS THAN 24 SF REQUIRE DOUBLE 3 LB b. SIGN ASSEMBLIES GREATER THAN 12 SF REQUIRE SINGLE 3 LB U-CHANNEL. a. SIGN ASSEMBLIES LESS THAN 12 SF 5. NUMBER OF POSTS: DRAWING SPECIFICATIONS. MUTCD AND NCDOT ROADWAY STANDARD SHALL BE LOCATED BY FIELD ENGINEER AND MEET 6. PROPOSED SIGNAGE OFFSETS FROM ROADWAY SIGNS ON 'U' CHANNEL SUPPORTS. d. 904.50 MOUNTING OF TYPE 'D', 'E', AND 'F' MOUNTED SIGNS. c. 904.10 ORIENTATION OF GROUND SUPPORTS. b. 903.10 GROUND MOUNTED SIGN SPACING. a. 901.70 SIGN STRINGING AND SUPPORT 7. NCDOT 2024 STANDARD DRAWINGS: PHASE 1B BID PACKAGE 2 IMPROVEMENTS AND PARKING AIRPORT BOULEVARD CONSTRUCTION. c. EXISTING INFORMATION INCLUDES PH1A FILE RECEIVED FROM ILM CONSULTANT. b. LOT F IS BASED ON OCTOBER 2023 CADD SURVEY. a. JULY 15, 2022 AND JANUARY 12, 2024, 1. EXISTING INFORMATION IS BASED ON: 100% DESIGN P lo tt e d o n : 8 /9 /2 0 2 4 INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N)INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) STORM SEWERMANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E)INV. 12.42 (S)INV. 11.86 (W) STORM SEWER MANHOLERIM 24.32INV. 12.67 (N)INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWER HEADWALL STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWER YARD INLETRIM 22.11INV. 17.98 (E)INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWER MANHOLERIM 24.21INV. 13.27 (E)INV. 13.26 (W) STORM SEWERYARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W) STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W) STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W) STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N)INV. 21.29 (W)INV. 19.71 (E)INV. 18.48 (S) STORM SEWERYARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W) STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W) INV. 15.79 INV. 15.91INV. 15.83 STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S) STORM SEWERCURB INLETRIM 24.50 (EOP)INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP)INV. 13.76 (E) STORM SEWERMANHOLERIM BURIED STORM SEWERMANHOLERIM 23.84INV. 13.35 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S) STORM SEWERYARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W)INV. 19.41 (S) STORM SEWERYARD INLETRIM 27.00 INV. 19.73 (S) INV. 18.99 INV. 19.33 INV. 20.17 INV. 20.99 STORM SEWER MANHOLERIM 25.11INV. 6.52 STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPSTORM SEWER MANHOLERIM 22.71INV. 15.46 (E)INV. 14.39 (S)INV. 14.13 (W) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89 RIP-RAPINV. 18.47 RIP-RAPINV. 22.67INV. 22.90INV. 23.08 INV. 24.19RIP-RAPINV. 23.98 RIP-RAPINV. 22.84 RIP-RAPINV. 26.57 INV. 26.37 INV. 26.36 INV. 25.34 INV. 25.07 INV. 26.89 RIP-RAPINV. 26.34 STORM SEWERYARD INLETRIM 37.90INV. 33.80 (E) OVER)0MANHOLE RIM (PAVED STORM SEWER (S)(N) INV. 13.54 21.20 INV. 13.55 YARD INLET RIM STORM SEWER (S)(N) INV. 13.29 21.60 INV. 13.28 YARD INLET RIM STORM SEWER INV. 11.40 (S)INV. 11.41 (N) MANHOLE RIM 22.36 STORM SEWER INV. 11.89 (S)INV. 11.89 (E) INV. 11.90 (W) INV. 15.17 (N) MANHOLE RIM 22.36 STORM SEWER 12.35 (E)INV. 12.37 (W) INV. RIM 23.28 (EOP) CURB INLET STORM SEWER 12.75 (E)INV. 12.77 (N) INV. RIM 23.31 (EOP) CURB INLET STORM SEWER M OVERHEAD LINE EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT 5' SIDEWALK GRAVELPARKING CONSTRUCTIONTRAILER EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT ASPHALT DRIVE GRAVEL GRAVEL DRIVE GRAVEL DRIVE FENCE SIGN BUILDING BUILDING BOLLARD FFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTWALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 BOLLARD BOLLARD BOLLARDBOLLARD BOLLARD BOLLARDBOLLARD BOLLARD BOLLARD BOLLARDBOLLARD STORM SEWER MANHOLERIM 24.51INV. 15.24 (NW)INV. 13.23 (NE)INV. 13.23 (S) STORM SEWERCURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S)INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S)INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) 25.69 (W)25.92 (E) INV. 26.69 (S) INV. EOP 30.68 INV. CURB INLET STORM SEWER STORM SEWERMANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W) STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W) STOPSIGNSTOPSIGN STOP SIGNSTOP SIGNSTOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN C-5 SIGNC-5 SIGN ELEC.MH. ELEC.VAULT STOP SIGNSTOP SIGN ELEC.METER TELE.MH INFO. SIGNSIGNPARKINGINFO. SIGNSIGNPARKING B-5 SIGNB-5 SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN B-4 SIGNB-4 SIGN C-5 SIGNC-5 SIGN C-4 SIGNC-4 SIGN B-5 SIGNB-5 SIGN INFO. SIGNINFO. SIGN L\P B-5 SIGNB-5 SIGN L\P ELEC. CONDUIT BLOCKFOOTER CONC.HEADWALL CONC.HEADWALL CONC.HEADWALLCONC.FLUME SIGNINFO. SIGNINFO. PED.TRAFFIC SIGNINFO. SIGNINFO.VAULTFIBER VAULTFIBERVAULTSIGNAL MARKERFIBER VAULTFIBERPED.TRAFFIC SIGNPARKINGSIGNPARKING L\P B-4 SIGNB-4 SIGN L\P C-3 SIGNC-3 SIGN B-4 SIGNB-4 SIGN C-4 SIGNC-4 SIGN C-5 SIGNC-5 SIGN B-3 SIGNB-3 SIGN SIGNSTREET SIGNILM LIGHT POLETRAFFIC SIGNSTREET SIGNILM LIGHT POLETRAFFIC L\P INFO. SIGNINFO. SIGN C-4 SIGNC-4 SIGN L\P B-3 SIGNB-3 SIGNB-3 SIGNB-3 SIGN L\P B-4BOREB-4BORE STOP SIGN L\P B-2 SIGNB-2 SIGNC-2 SIGNC-2 SIGN INFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGN L\P ELEC.MH. L\P L\P L\P SIGNINFO.SIGNINFO. C-3 SIGNC-3 SIGNC-3 SIGNC-3 SIGN ELEC.MH.ELEC.PED.ELEC.METER STOP INFO. SIGN INFO. SIGN LIMIT SIGNSPEED LIMIT SIGNSPEED INFO. SIGN INFO. SIGN INFO. SIGNINFO. SIGNSIGNSTREET B-9BORE INFO. SIGN EXIT SIGN LIMIT SIGNSPEED LIMIT SIGNSPEEDSIGN L\P L\P L\P L\P P\P P\P P\P P\P P\P P\P P\P P\P G\WG\W G\WG\W G\WG\W G\W G\WG\W STOP ELEC.VAULT INFO. SIGN INFO. SIGN LIMIT SIGNSPEED LIMIT SIGNSPEED INFO. SIGN INFO. SIGNELEC.VAULT INFO. SIGNINFO. SIGNSIGNSTREETELEC.BOX B-9BORE SWITCHCABINET AT&TVAULT INFO. SIGN EXIT SIGN CONCRETEMARKER AT&TPEDESTAL LIMIT SIGNSPEED TELE.PED.ELEC.MH.TELE.MH TELE.PED. FIBERVAULT ELEC.VAULT ELEC.VAULT ELEC.VAULT LIMIT SIGNSPEEDSIGN ELEC.PANEL ELEC.PED. ELEC.PED. ELEC.PED. ELEC.PED.ELEC.PED. ELEC.VAULT ELEC.PED.ELEC.PANEL TELE.VAULT ELEC.VAULT ELEC.VAULT TELE.VAULTELEC.VAULT W\VENCLOSURE TELE.VAULT ELEC.VAULT ELEC.TRANS. ELEC.TRANS. FENCE FENCE FENCE LIMIT SIGNSPEEDLIMIT SIGNSPEEDPEDESTAL L\P TELE.MH L\P L\P L\P B-1 SIGNB-1 SIGN TELE.MH L\P AT&TPEDESTAL SIGNINFO. ELEC.MH. SIGNINFO.L\P L\P L\P C-1 SIGNC-1 SIGN TELE.MH L\P L\P INFO. SIGN B-5 SIGN INFO. SIGN B-5 SIGN L\P SIGNYIELD SIGNYIELD SIGNYIELD SIGNYIELDVALVESEWERSIGNVAULT L\P B-4 SIGNB-4 SIGN L\P L\P SIGNINFO.SIGNINFO. L\P L\P SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO. L\P SIGNSTREETSIGNYIELDSIGNSTREETSIGNYIELD PANELELEC. L\P L\P L\P L\P SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.VAULTELEC. L\P L\P L\P C-4 SIGNC-4 SIGN B-3 SIGNB-3 SIGN SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO. B-6BOREB-6BORE B-1 SIGNB-1 SIGN B-2 SIGNB-2 SIGN TELE.MH L\P L\P SIGNINFO.SIGNINFO. L\P SIGNINFO.SIGNINFO. L\P L\P C-1 SIGNC-1 SIGN SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO.L\P SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. C-2 SIGNC-2 SIGN C-3 SIGNC-3 SIGN TELE.MH ELEC.MH. L\P L\P B-7BOREB-7BORE L\P L\P L\P L\P L\P L\P L\P B-2BOREB-2BORE L\P L\P L\P L\P SIGNINFO.SIGNINFO. L\PINFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGN L\P L\P L\P L\P SIGNINFO.SIGNINFO. L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P INFO. SIGNINFO. SIGN L\P L\P L\P L\P INFO. SIGNINFO. SIGN L\P L\P L\P INFO. SIGNINFO. SIGN L\P L\P L\P L\P L\P L\PL\P L\P L\P L\P L\P L\PL\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P INFO.SIGNINFO.SIGN SIGNSTOPSIGNSTOPINFO.SIGNINFO.SIGN INFO.SIGN INFO.SIGNINFO.SIGN INFO.SIGN TICKETBOOTH DUCTVAULTFAAMARKER GENERATORPADBACK FLOWPREVENTER WATERMETER L\P RIP-RAP L\P L\P L\P L\P L\P L\P STORM SEWER MANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) TELE.MH INFO. SIGNINFO. SIGN L\P ELEC.MH. L\P L\P L\P GRAVEL L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\PL\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\PL\P L\P L\P L\P L\P SPOIL SPOIL SPOIL L\P SIGNH\CSIGNH\C STORM SEWERCURB INLETEOP 38.96INV. 36.08 (E)INV. 35.90 (W) P\P STORM SEWER MANHOLERIM 41.90INV. 38.91 (S)INV. 37.69 (E)INV. 37.47 (W) STORM SEWER MANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEWER MANHOLERIM 42.01INV. 37.67 (W) INV. 37.62 (S) INV. 37.47 (E) SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKING SPOIL SPOILSPOIL Allegheny Drive KEY MAP 36'' X 12'' R6-1 L 3 6 '' X 1 2 '' R 6 -1 L 30'' X 3 0'' R5 -1 30'' X 30''R5-1 SIGN TO RE MAIN N O P AR KI NG A NY TI ME SI G N T O RE M AI N 24'' X 30'' SP EE D30LI MIT R2-1 S IG N R E M O VA L ON E WAY 12'' X 18''R7-4 36'' X 24''R5-1 A W RO N GWAY SIG N T O RE MAIN YI E L D SI G N T O R E M AI N 4 8'' x 4 8'' x 4 8" R 1- 2 N O P A R KI N G A N Y TI M E R1-1 ONE WAY 36'' X 12'' R6-1 L ONE W AYR6-1 R 36'' X 12'' STOPR1-1 NOPARKINGTO W A WA Y ZO NE SIG N TO RE MAIN STOP R1-1 D O N OT ENTER 30'' X 30''R5-1 R5-130'' X 30'' DO NOT ENTER S IG N REM O VA L STOP R1-1 SIGN REM OVAL D O N OT ENTER SIG N RE MO V AL SIGN REM OVAL DO N OT ENTER SIGN REM OVA L ONE WAY SIG N RE MO VAL SIGN REMOVAL SIGN REMOVAL SIGN REM OVA L SIGN REMOVAL SI G N R E M O V A L SIG N RE MO V AL 24'' X 30''SPEE D30LI MIT R2-1 5' S I D E W AL K A IRPO R T B O U LEVA R D A IRPO R T B O U LEVA R D NORTH MATCHLINE SEE CP-604 M A T C H L I N E S E E C P - 6 0 1 (SHEET 2 OF 5) CP-602 SIGNING ROADWAY EXISTING STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S) STORM SEWERYARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWERYARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S) STORM SEWERYARD INLETRIM 20.75INV. 7.37 (E)STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) (S)(N) INV. 14.63 20.65 INV. 15.26 YARD INLET RIM STORM SEWER STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) STORM SEWERCURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W) STORM SEWERCURB INLETEOP 3302INV. 30.71 (E) 22.19 (N)INV. 22.47 (E) EOP 27.90 INV. CURB INLET STORM SEWER INV. 15.54 (S)19.46 YARD INLET RIM STORM SEWER STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N)INV. 17.22 (E)INV. 17.20 (S) GRAVEL STORM SEWERMANHOLERIM 29.28INV. 16.89 (W) (S)(N) INV. 19.46 21.79 INV. 19.48 YARD INLET RIM STORM SEWER STOP SIGNSTOP SIGN SIGNPARKINGSIGNPARKINGPED.BELLSOUTH INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGN L\P SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. L\P 05 INV. 20.37 BOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARD SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS 50073* *F-0493 * C-28 North Carolina License Nos. 704-752-0610 FAX 704-949-2672 Charlotte, NC 28203 1520 South Blvd., Suite 200 RS&H Architects-Engineers-Planners, Inc. NO.DESCRIPTION DATE CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED LOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION. RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE C :\ p w _ w o rk \rs h _ p w \p w _ u s e r\d 0 4 8 6 7 3 4 \IL M BP 2 -X R -G -B R D R -0 2 .d w g D ra w in g : C a s to , C a it l i n P lo tt e d b y : REW REW AGS AIRPORT INTERNATIONAL WILMINGTON SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 CONSTRUCTION FOR NOT RELEASED 08/09/2024 LEGEND PROPOSED SIGN U-CHANNEL POST EXISTING SIGN NOTES NOT BE SHOWN. 2. SOME EXISTING SIGN REPLACEMENTS MAY GUIDE SIGN DETAILS. 3. SEE WAYFINDING SIGNAGE PLANS FOR WILL BE INSTALLED ON U-CHANNEL POST(S). 4. ALL PROPOSED SIGNS SHOWN ON THIS SHEET LESS THAN 7' APART. d. DOUBLE U-CHANNEL POSTS CAN BE USED LESS GREATER REQUIRE DOUBLE U-CHANNEL. c. SIGN ASSEMBLIES WITH DIMENSION OF 36" OR U-CHANNEL. BUT LESS THAN 24 SF REQUIRE DOUBLE 3 LB b. SIGN ASSEMBLIES GREATER THAN 12 SF REQUIRE SINGLE 3 LB U-CHANNEL. a. SIGN ASSEMBLIES LESS THAN 12 SF 5. NUMBER OF POSTS: DRAWING SPECIFICATIONS. MUTCD AND NCDOT ROADWAY STANDARD SHALL BE LOCATED BY FIELD ENGINEER AND MEET 6. PROPOSED SIGNAGE OFFSETS FROM ROADWAY SIGNS ON 'U' CHANNEL SUPPORTS. d. 904.50 MOUNTING OF TYPE 'D', 'E', AND 'F' MOUNTED SIGNS. c. 904.10 ORIENTATION OF GROUND SUPPORTS. b. 903.10 GROUND MOUNTED SIGN SPACING. a. 901.70 SIGN STRINGING AND SUPPORT 7. NCDOT 2024 STANDARD DRAWINGS: PHASE 1B BID PACKAGE 2 IMPROVEMENTS AND PARKING AIRPORT BOULEVARD CONSTRUCTION. c. EXISTING INFORMATION INCLUDES PH1A FILE RECEIVED FROM ILM CONSULTANT. b. LOT F IS BASED ON OCTOBER 2023 CADD SURVEY. a. JULY 15, 2022 AND JANUARY 12, 2024, 1. EXISTING INFORMATION IS BASED ON: 100% DESIGN P lo tt e d o n : 8 /9 /2 0 2 4 INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N)INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) STORM SEWERMANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E)INV. 12.42 (S)INV. 11.86 (W) STORM SEWER MANHOLERIM 24.32INV. 12.67 (N)INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWER HEADWALL STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWER YARD INLETRIM 22.11INV. 17.98 (E)INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWER MANHOLERIM 24.21INV. 13.27 (E)INV. 13.26 (W) STORM SEWERYARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W) STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W) STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W) STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N)INV. 21.29 (W)INV. 19.71 (E)INV. 18.48 (S) STORM SEWERYARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W) STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W) INV. 15.79 INV. 15.91INV. 15.83 STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S) STORM SEWERCURB INLETRIM 24.50 (EOP)INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP)INV. 13.76 (E) STORM SEWERMANHOLERIM BURIED STORM SEWERMANHOLERIM 23.84INV. 13.35 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S) STORM SEWERYARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W)INV. 19.41 (S) STORM SEWERYARD INLETRIM 27.00 INV. 19.73 (S) INV. 18.99 INV. 19.33 INV. 20.17 INV. 20.99 STORM SEWER MANHOLERIM 25.11INV. 6.52 STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPSTORM SEWER MANHOLERIM 22.71INV. 15.46 (E)INV. 14.39 (S)INV. 14.13 (W) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89 RIP-RAPINV. 18.47 RIP-RAPINV. 22.67INV. 22.90INV. 23.08 INV. 24.19RIP-RAPINV. 23.98 RIP-RAPINV. 22.84 RIP-RAPINV. 26.57 INV. 26.37 INV. 26.36 INV. 25.34 INV. 25.07 INV. 26.89 RIP-RAPINV. 26.34 STORM SEWERYARD INLETRIM 37.90INV. 33.80 (E) OVER)0MANHOLE RIM (PAVED STORM SEWER (S)(N) INV. 13.54 21.20 INV. 13.55 YARD INLET RIM STORM SEWER (S)(N) INV. 13.29 21.60 INV. 13.28 YARD INLET RIM STORM SEWER INV. 11.40 (S)INV. 11.41 (N) MANHOLE RIM 22.36 STORM SEWER INV. 11.89 (S)INV. 11.89 (E) INV. 11.90 (W) INV. 15.17 (N) MANHOLE RIM 22.36 STORM SEWER 12.35 (E)INV. 12.37 (W) INV. RIM 23.28 (EOP) CURB INLET STORM SEWER 12.75 (E)INV. 12.77 (N) INV. RIM 23.31 (EOP) CURB INLET STORM SEWER M OVERHEAD LINE EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT 5' SIDEWALK GRAVELPARKING CONSTRUCTIONTRAILER EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT ASPHALT DRIVE GRAVEL GRAVEL DRIVE GRAVEL DRIVE FENCE SIGN BUILDING BUILDING BOLLARD FFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTWALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 BOLLARD BOLLARD BOLLARDBOLLARD BOLLARD BOLLARDBOLLARD BOLLARD BOLLARD BOLLARDBOLLARD STORM SEWER MANHOLERIM 24.51INV. 15.24 (NW)INV. 13.23 (NE)INV. 13.23 (S) STORM SEWERCURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S)INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S)INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) 25.69 (W)25.92 (E) INV. 26.69 (S) INV. EOP 30.68 INV. CURB INLET STORM SEWER STORM SEWERMANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W) STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W) STOPSIGNSTOPSIGN STOP SIGNSTOP SIGNSTOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN C-5 SIGNC-5 SIGN ELEC.MH. ELEC.VAULT STOP SIGNSTOP SIGN ELEC.METER TELE.MH INFO. SIGNSIGNPARKINGINFO. SIGNSIGNPARKING B-5 SIGNB-5 SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN B-4 SIGNB-4 SIGN C-5 SIGNC-5 SIGN C-4 SIGNC-4 SIGN B-5 SIGNB-5 SIGN INFO. SIGNINFO. SIGN L\P B-5 SIGNB-5 SIGN L\P ELEC. CONDUIT BLOCKFOOTER CONC.HEADWALL CONC.HEADWALL CONC.HEADWALLCONC.FLUME SIGNINFO. SIGNINFO. PED.TRAFFIC SIGNINFO. SIGNINFO.VAULTFIBER VAULTFIBERVAULTSIGNAL MARKERFIBER VAULTFIBERPED.TRAFFIC SIGNPARKINGSIGNPARKING L\P B-4 SIGNB-4 SIGN L\P C-3 SIGNC-3 SIGN B-4 SIGNB-4 SIGN C-4 SIGNC-4 SIGN C-5 SIGNC-5 SIGN B-3 SIGNB-3 SIGN SIGNSTREET SIGNILM LIGHT POLETRAFFIC SIGNSTREET SIGNILM LIGHT POLETRAFFIC L\P INFO. SIGNINFO. SIGN C-4 SIGNC-4 SIGN L\P B-3 SIGNB-3 SIGNB-3 SIGNB-3 SIGN L\P B-4BOREB-4BORE STOP SIGN L\P B-2 SIGNB-2 SIGNC-2 SIGNC-2 SIGN INFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGN L\P ELEC.MH. L\P L\P L\P SIGNINFO.SIGNINFO. C-3 SIGNC-3 SIGNC-3 SIGNC-3 SIGN ELEC.MH.ELEC.PED.ELEC.METER STOP INFO. SIGN INFO. SIGN LIMIT SIGNSPEED LIMIT SIGNSPEED INFO. SIGN INFO. SIGN INFO. SIGNINFO. SIGNSIGNSTREET B-9BORE INFO. SIGN EXIT SIGN LIMIT SIGNSPEED LIMIT SIGNSPEEDSIGN L\P L\P L\P L\P P\P P\P P\P P\P P\P P\P P\P P\P G\WG\W G\WG\W G\WG\W G\W G\WG\W STOP ELEC.VAULT INFO. SIGN INFO. SIGN LIMIT SIGNSPEED LIMIT SIGNSPEED INFO. SIGN INFO. SIGNELEC.VAULT INFO. SIGNINFO. SIGNSIGNSTREETELEC.BOX B-9BORE SWITCHCABINET AT&TVAULT INFO. SIGN EXIT SIGN CONCRETEMARKER AT&TPEDESTAL LIMIT SIGNSPEED TELE.PED.ELEC.MH.TELE.MH TELE.PED. FIBERVAULT ELEC.VAULT ELEC.VAULT ELEC.VAULT LIMIT SIGNSPEEDSIGN ELEC.PANEL ELEC.PED. ELEC.PED. ELEC.PED. ELEC.PED.ELEC.PED. ELEC.VAULT ELEC.PED.ELEC.PANEL TELE.VAULT ELEC.VAULT ELEC.VAULT TELE.VAULTELEC.VAULT W\VENCLOSURE TELE.VAULT ELEC.VAULT ELEC.TRANS. ELEC.TRANS. FENCE FENCE FENCE LIMIT SIGNSPEEDLIMIT SIGNSPEEDPEDESTAL L\P TELE.MH L\P L\P L\P B-1 SIGNB-1 SIGN TELE.MH L\P AT&TPEDESTAL SIGNINFO. ELEC.MH. SIGNINFO.L\P L\P L\P C-1 SIGNC-1 SIGN TELE.MH L\P L\P INFO. SIGN B-5 SIGN INFO. SIGN B-5 SIGN L\P SIGNYIELD SIGNYIELD SIGNYIELD SIGNYIELDVALVESEWERSIGNVAULT L\P B-4 SIGNB-4 SIGN L\P L\P SIGNINFO.SIGNINFO. L\P L\P SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO. L\P SIGNSTREETSIGNYIELDSIGNSTREETSIGNYIELD PANELELEC. L\P L\P L\P L\P SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.VAULTELEC. L\P L\P L\P C-4 SIGNC-4 SIGN B-3 SIGNB-3 SIGN SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO. B-6BOREB-6BORE B-1 SIGNB-1 SIGN B-2 SIGNB-2 SIGN TELE.MH L\P L\P SIGNINFO.SIGNINFO. L\P SIGNINFO.SIGNINFO. L\P L\P C-1 SIGNC-1 SIGN SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO.L\P SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. C-2 SIGNC-2 SIGN C-3 SIGNC-3 SIGN TELE.MH ELEC.MH. L\P L\P B-7BOREB-7BORE L\P L\P L\P L\P L\P L\P L\P B-2BOREB-2BORE L\P L\P L\P L\P SIGNINFO.SIGNINFO. L\PINFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGN L\P L\P L\P L\P SIGNINFO.SIGNINFO. L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P INFO. SIGNINFO. SIGN L\P L\P L\P L\P INFO. SIGNINFO. SIGN L\P L\P L\P INFO. SIGNINFO. SIGN L\P L\P L\P L\P L\P L\PL\P L\P L\P L\P L\P L\PL\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P INFO.SIGNINFO.SIGN SIGNSTOPSIGNSTOPINFO.SIGNINFO.SIGN INFO.SIGN INFO.SIGNINFO.SIGN INFO.SIGN TICKETBOOTH DUCTVAULTFAAMARKER GENERATORPADBACK FLOWPREVENTER WATERMETER L\P RIP-RAP L\P L\P L\P L\P L\P L\P STORM SEWER MANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) TELE.MH INFO. SIGNINFO. SIGN L\P ELEC.MH. L\P L\P L\P GRAVEL L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\PL\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\PL\P L\P L\P L\P L\P SPOIL SPOIL SPOIL L\P SIGNH\CSIGNH\C STORM SEWERCURB INLETEOP 38.96INV. 36.08 (E)INV. 35.90 (W) P\P STORM SEWER MANHOLERIM 41.90INV. 38.91 (S)INV. 37.69 (E)INV. 37.47 (W) STORM SEWER MANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEWER MANHOLERIM 42.01INV. 37.67 (W) INV. 37.62 (S) INV. 37.47 (E) SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKING SPOIL SPOILSPOIL Allegheny Drive KEY MAP 24'' X 30'' R2-1 SIGN TO REMAIN SPEED 30 LIMIT FENCE E M E R G E N C Y A C C E S S R O A D LOT B LOT A NORTH M A T C H L I N E S E E C P - 6 0 4 MATCHLINE SEE CP-605 MATCHLINE SEE CP-601 (SHEET 3 OF 5) CP-603 SIGNING ROADWAY EXISTING STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S) STORM SEWERYARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWERYARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S) STORM SEWERYARD INLETRIM 20.75INV. 7.37 (E)STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) (S)(N) INV. 14.63 20.65 INV. 15.26 YARD INLET RIM STORM SEWER STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) STORM SEWERCURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W) STORM SEWERCURB INLETEOP 3302INV. 30.71 (E) 22.19 (N)INV. 22.47 (E) EOP 27.90 INV. CURB INLET STORM SEWER INV. 15.54 (S)19.46 YARD INLET RIM STORM SEWER STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N)INV. 17.22 (E)INV. 17.20 (S) GRAVEL STORM SEWERMANHOLERIM 29.28INV. 16.89 (W) (S)(N) INV. 19.46 21.79 INV. 19.48 YARD INLET RIM STORM SEWER STOP SIGNSTOP SIGN SIGNPARKINGSIGNPARKINGPED.BELLSOUTH INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGN L\P SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. L\P 05 INV. 20.37 BOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARD SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS 50073* *F-0493 * C-28 North Carolina License Nos. 704-752-0610 FAX 704-949-2672 Charlotte, NC 28203 1520 South Blvd., Suite 200 RS&H Architects-Engineers-Planners, Inc. NO.DESCRIPTION DATE CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED LOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION. RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE C :\ p w _ w o rk \rs h _ p w \p w _ u s e r\d 0 4 8 6 7 3 4 \IL M BP 2 -X R -G -B R D R -0 2 .d w g D ra w in g : C a s to , C a it l i n P lo tt e d b y : REW REW AGS AIRPORT INTERNATIONAL WILMINGTON SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 CONSTRUCTION FOR NOT RELEASED 08/09/2024 LEGEND PROPOSED SIGN U-CHANNEL POST EXISTING SIGN NOTES NOT BE SHOWN. 2. SOME EXISTING SIGN REPLACEMENTS MAY GUIDE SIGN DETAILS. 3. SEE WAYFINDING SIGNAGE PLANS FOR WILL BE INSTALLED ON U-CHANNEL POST(S). 4. ALL PROPOSED SIGNS SHOWN ON THIS SHEET LESS THAN 7' APART. d. DOUBLE U-CHANNEL POSTS CAN BE USED LESS GREATER REQUIRE DOUBLE U-CHANNEL. c. SIGN ASSEMBLIES WITH DIMENSION OF 36" OR U-CHANNEL. BUT LESS THAN 24 SF REQUIRE DOUBLE 3 LB b. SIGN ASSEMBLIES GREATER THAN 12 SF REQUIRE SINGLE 3 LB U-CHANNEL. a. SIGN ASSEMBLIES LESS THAN 12 SF 5. NUMBER OF POSTS: DRAWING SPECIFICATIONS. MUTCD AND NCDOT ROADWAY STANDARD SHALL BE LOCATED BY FIELD ENGINEER AND MEET 6. PROPOSED SIGNAGE OFFSETS FROM ROADWAY SIGNS ON 'U' CHANNEL SUPPORTS. d. 904.50 MOUNTING OF TYPE 'D', 'E', AND 'F' MOUNTED SIGNS. c. 904.10 ORIENTATION OF GROUND SUPPORTS. b. 903.10 GROUND MOUNTED SIGN SPACING. a. 901.70 SIGN STRINGING AND SUPPORT 7. NCDOT 2024 STANDARD DRAWINGS: PHASE 1B BID PACKAGE 2 IMPROVEMENTS AND PARKING AIRPORT BOULEVARD CONSTRUCTION. c. EXISTING INFORMATION INCLUDES PH1A FILE RECEIVED FROM ILM CONSULTANT. b. LOT F IS BASED ON OCTOBER 2023 CADD SURVEY. a. JULY 15, 2022 AND JANUARY 12, 2024, 1. EXISTING INFORMATION IS BASED ON: 100% DESIGN P lo tt e d o n : 8 /9 /2 0 2 4 INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N)INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) STORM SEWERMANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E)INV. 12.42 (S)INV. 11.86 (W) STORM SEWER MANHOLERIM 24.32INV. 12.67 (N)INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWER HEADWALL STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWER YARD INLETRIM 22.11INV. 17.98 (E)INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWER MANHOLERIM 24.21INV. 13.27 (E)INV. 13.26 (W) STORM SEWERYARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W) STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W) STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W) STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N)INV. 21.29 (W)INV. 19.71 (E)INV. 18.48 (S) STORM SEWERYARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W) STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W) INV. 15.79 INV. 15.91INV. 15.83 STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S) STORM SEWERCURB INLETRIM 24.50 (EOP)INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP)INV. 13.76 (E) STORM SEWERMANHOLERIM BURIED STORM SEWERMANHOLERIM 23.84INV. 13.35 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S) STORM SEWERYARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W)INV. 19.41 (S) STORM SEWERYARD INLETRIM 27.00 INV. 19.73 (S) INV. 18.99 INV. 19.33 INV. 20.17 INV. 20.99 STORM SEWER MANHOLERIM 25.11INV. 6.52 STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPSTORM SEWER MANHOLERIM 22.71INV. 15.46 (E)INV. 14.39 (S)INV. 14.13 (W) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89 RIP-RAPINV. 18.47 RIP-RAPINV. 22.67INV. 22.90INV. 23.08 INV. 24.19RIP-RAPINV. 23.98 RIP-RAPINV. 22.84 RIP-RAPINV. 26.57 INV. 26.37 INV. 26.36 INV. 25.34 INV. 25.07 INV. 26.89 RIP-RAPINV. 26.34 STORM SEWERYARD INLETRIM 37.90INV. 33.80 (E) OVER)0MANHOLE RIM (PAVED STORM SEWER (S)(N) INV. 13.54 21.20 INV. 13.55 YARD INLET RIM STORM SEWER (S)(N) INV. 13.29 21.60 INV. 13.28 YARD INLET RIM STORM SEWER INV. 11.40 (S)INV. 11.41 (N) MANHOLE RIM 22.36 STORM SEWER INV. 11.89 (S)INV. 11.89 (E) INV. 11.90 (W) INV. 15.17 (N) MANHOLE RIM 22.36 STORM SEWER 12.35 (E)INV. 12.37 (W) INV. RIM 23.28 (EOP) CURB INLET STORM SEWER 12.75 (E)INV. 12.77 (N) INV. RIM 23.31 (EOP) CURB INLET STORM SEWER M OVERHEAD LINE EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT 5' SIDEWALK GRAVELPARKING CONSTRUCTIONTRAILER EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT ASPHALT DRIVE GRAVEL GRAVEL DRIVE GRAVEL DRIVE FENCE SIGN BUILDING BUILDING BOLLARD FFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTWALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 BOLLARD BOLLARD BOLLARDBOLLARD BOLLARD BOLLARDBOLLARD BOLLARD BOLLARD BOLLARDBOLLARD STORM SEWER MANHOLERIM 24.51INV. 15.24 (NW)INV. 13.23 (NE)INV. 13.23 (S) STORM SEWERCURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S)INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S)INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) 25.69 (W)25.92 (E) INV. 26.69 (S) INV. EOP 30.68 INV. CURB INLET STORM SEWER STORM SEWERMANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W) STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W) STOPSIGNSTOPSIGN STOP SIGNSTOP SIGNSTOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN C-5 SIGNC-5 SIGN ELEC.MH. ELEC.VAULT STOP SIGNSTOP SIGN ELEC.METER TELE.MH INFO. SIGNSIGNPARKINGINFO. SIGNSIGNPARKING B-5 SIGNB-5 SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN B-4 SIGNB-4 SIGN C-5 SIGNC-5 SIGN C-4 SIGNC-4 SIGN B-5 SIGNB-5 SIGN INFO. SIGNINFO. SIGN L\P B-5 SIGNB-5 SIGN L\P ELEC. CONDUIT BLOCKFOOTER CONC.HEADWALL CONC.HEADWALL CONC.HEADWALLCONC.FLUME SIGNINFO. SIGNINFO. PED.TRAFFIC SIGNINFO. SIGNINFO.VAULTFIBER VAULTFIBERVAULTSIGNAL MARKERFIBER VAULTFIBERPED.TRAFFIC SIGNPARKINGSIGNPARKING L\P B-4 SIGNB-4 SIGN L\P C-3 SIGNC-3 SIGN B-4 SIGNB-4 SIGN C-4 SIGNC-4 SIGN C-5 SIGNC-5 SIGN B-3 SIGNB-3 SIGN SIGNSTREET SIGNILM LIGHT POLETRAFFIC SIGNSTREET SIGNILM LIGHT POLETRAFFIC L\P INFO. SIGNINFO. SIGN C-4 SIGNC-4 SIGN L\P B-3 SIGNB-3 SIGNB-3 SIGNB-3 SIGN L\P B-4BOREB-4BORE STOP SIGN L\P B-2 SIGNB-2 SIGNC-2 SIGNC-2 SIGN INFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGN L\P ELEC.MH. L\P L\P L\P SIGNINFO.SIGNINFO. C-3 SIGNC-3 SIGNC-3 SIGNC-3 SIGN ELEC.MH.ELEC.PED.ELEC.METER STOP INFO. SIGN INFO. SIGN LIMIT SIGNSPEED LIMIT SIGNSPEED INFO. SIGN INFO. SIGN INFO. SIGNINFO. SIGNSIGNSTREET B-9BORE INFO. SIGN EXIT SIGN LIMIT SIGNSPEED LIMIT SIGNSPEEDSIGN L\P L\P L\P L\P P\P P\P P\P P\P P\P P\P P\P P\P G\WG\W G\WG\W G\WG\W G\W G\WG\W STOP ELEC.VAULT INFO. SIGN INFO. SIGN LIMIT SIGNSPEED LIMIT SIGNSPEED INFO. SIGN INFO. SIGNELEC.VAULT INFO. SIGNINFO. SIGNSIGNSTREETELEC.BOX B-9BORE SWITCHCABINET AT&TVAULT INFO. SIGN EXIT SIGN CONCRETEMARKER AT&TPEDESTAL LIMIT SIGNSPEED TELE.PED.ELEC.MH.TELE.MH TELE.PED. FIBERVAULT ELEC.VAULT ELEC.VAULT ELEC.VAULT LIMIT SIGNSPEEDSIGN ELEC.PANEL ELEC.PED. ELEC.PED. ELEC.PED. ELEC.PED.ELEC.PED. ELEC.VAULT ELEC.PED.ELEC.PANEL TELE.VAULT ELEC.VAULT ELEC.VAULT TELE.VAULTELEC.VAULT W\VENCLOSURE TELE.VAULT ELEC.VAULT ELEC.TRANS. ELEC.TRANS. FENCE FENCE FENCE LIMIT SIGNSPEEDLIMIT SIGNSPEEDPEDESTAL L\P TELE.MH L\P L\P L\P B-1 SIGNB-1 SIGN TELE.MH L\P AT&TPEDESTAL SIGNINFO. ELEC.MH. SIGNINFO.L\P L\P L\P C-1 SIGNC-1 SIGN TELE.MH L\P L\P INFO. SIGN B-5 SIGN INFO. SIGN B-5 SIGN L\P SIGNYIELD SIGNYIELD SIGNYIELD SIGNYIELDVALVESEWERSIGNVAULT L\P B-4 SIGNB-4 SIGN L\P L\P SIGNINFO.SIGNINFO. L\P L\P SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO. L\P SIGNSTREETSIGNYIELDSIGNSTREETSIGNYIELD PANELELEC. L\P L\P L\P L\P SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.VAULTELEC. L\P L\P L\P C-4 SIGNC-4 SIGN B-3 SIGNB-3 SIGN SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO. B-6BOREB-6BORE B-1 SIGNB-1 SIGN B-2 SIGNB-2 SIGN TELE.MH L\P L\P SIGNINFO.SIGNINFO. L\P SIGNINFO.SIGNINFO. L\P L\P C-1 SIGNC-1 SIGN SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO.L\P SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. C-2 SIGNC-2 SIGN C-3 SIGNC-3 SIGN TELE.MH ELEC.MH. L\P L\P B-7BOREB-7BORE L\P L\P L\P L\P L\P L\P L\P B-2BOREB-2BORE L\P L\P L\P L\P SIGNINFO.SIGNINFO. L\PINFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGN L\P L\P L\P L\P SIGNINFO.SIGNINFO. L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P INFO. SIGNINFO. SIGN L\P L\P L\P L\P INFO. SIGNINFO. SIGN L\P L\P L\P INFO. SIGNINFO. SIGN L\P L\P L\P L\P L\P L\PL\P L\P L\P L\P L\P L\PL\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P INFO.SIGNINFO.SIGN SIGNSTOPSIGNSTOPINFO.SIGNINFO.SIGN INFO.SIGN INFO.SIGNINFO.SIGN INFO.SIGN TICKETBOOTH DUCTVAULTFAAMARKER GENERATORPADBACK FLOWPREVENTER WATERMETER L\P RIP-RAP L\P L\P L\P L\P L\P L\P STORM SEWER MANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) TELE.MH INFO. SIGNINFO. SIGN L\P ELEC.MH. L\P L\P L\P GRAVEL L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\PL\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\PL\P L\P L\P L\P L\P SPOIL SPOIL SPOIL L\P SIGNH\CSIGNH\C STORM SEWERCURB INLETEOP 38.96INV. 36.08 (E)INV. 35.90 (W) P\P STORM SEWER MANHOLERIM 41.90INV. 38.91 (S)INV. 37.69 (E)INV. 37.47 (W) STORM SEWER MANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEWER MANHOLERIM 42.01INV. 37.67 (W) INV. 37.62 (S) INV. 37.47 (E) SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKING SPOIL SPOILSPOIL Allegheny Drive KEY MAP 3 0'' X 30'' R5- 1 W4 -3L 48'' X 48'' SIGN TO REMAIN SIGN TO REMAIN SIGN TO REMAIN SIGN TO REMAIN SI GN REM OV AL DO NO T EN TER 24'' X 30'' SPEED 30 LIMIT R2-1 W4-2L 48'' X 48'' NO PARKING ANY TIMER7-4 12 '' X 18'' AIRPORT BLVD LOT F AI R P O R T B L V D HEW LETT DRIVE NORTH M A T C H L I N E S E E C P - 6 0 3 MATCHLINE SEE CP-605 MATCHLINE SEE CP-602 (SHEET 4 OF 5) CP-604 SIGNING ROADWAY EXISTING STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S) STORM SEWERYARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWERYARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S) STORM SEWERYARD INLETRIM 20.75INV. 7.37 (E)STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) (S)(N) INV. 14.63 20.65 INV. 15.26 YARD INLET RIM STORM SEWER STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) STORM SEWERCURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W) STORM SEWERCURB INLETEOP 3302INV. 30.71 (E) 22.19 (N)INV. 22.47 (E) EOP 27.90 INV. CURB INLET STORM SEWER INV. 15.54 (S)19.46 YARD INLET RIM STORM SEWER STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N)INV. 17.22 (E)INV. 17.20 (S) GRAVEL STORM SEWERMANHOLERIM 29.28INV. 16.89 (W) (S)(N) INV. 19.46 21.79 INV. 19.48 YARD INLET RIM STORM SEWER STOP SIGNSTOP SIGN SIGNPARKINGSIGNPARKINGPED.BELLSOUTH INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGN L\P SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. L\P 05 INV. 20.37 BOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARD SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS 50073* *F-0493 * C-28 North Carolina License Nos. 704-752-0610 FAX 704-949-2672 Charlotte, NC 28203 1520 South Blvd., Suite 200 RS&H Architects-Engineers-Planners, Inc. NO.DESCRIPTION DATE CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED LOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION. RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE C :\ p w _ w o rk \rs h _ p w \p w _ u s e r\d 0 4 8 6 7 3 4 \IL M BP 2 -X R -G -B R D R -0 2 .d w g D ra w in g : C a s to , C a it l i n P lo tt e d b y : REW REW AGS AIRPORT INTERNATIONAL WILMINGTON SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 CONSTRUCTION FOR NOT RELEASED 08/09/2024 LEGEND PROPOSED SIGN U-CHANNEL POST EXISTING SIGN NOTES NOT BE SHOWN. 2. SOME EXISTING SIGN REPLACEMENTS MAY GUIDE SIGN DETAILS. 3. SEE WAYFINDING SIGNAGE PLANS FOR WILL BE INSTALLED ON U-CHANNEL POST(S). 4. ALL PROPOSED SIGNS SHOWN ON THIS SHEET LESS THAN 7' APART. d. DOUBLE U-CHANNEL POSTS CAN BE USED LESS GREATER REQUIRE DOUBLE U-CHANNEL. c. SIGN ASSEMBLIES WITH DIMENSION OF 36" OR U-CHANNEL. BUT LESS THAN 24 SF REQUIRE DOUBLE 3 LB b. SIGN ASSEMBLIES GREATER THAN 12 SF REQUIRE SINGLE 3 LB U-CHANNEL. a. SIGN ASSEMBLIES LESS THAN 12 SF 5. NUMBER OF POSTS: DRAWING SPECIFICATIONS. MUTCD AND NCDOT ROADWAY STANDARD SHALL BE LOCATED BY FIELD ENGINEER AND MEET 6. PROPOSED SIGNAGE OFFSETS FROM ROADWAY SIGNS ON 'U' CHANNEL SUPPORTS. d. 904.50 MOUNTING OF TYPE 'D', 'E', AND 'F' MOUNTED SIGNS. c. 904.10 ORIENTATION OF GROUND SUPPORTS. b. 903.10 GROUND MOUNTED SIGN SPACING. a. 901.70 SIGN STRINGING AND SUPPORT 7. NCDOT 2024 STANDARD DRAWINGS: PHASE 1B BID PACKAGE 2 IMPROVEMENTS AND PARKING AIRPORT BOULEVARD CONSTRUCTION. c. EXISTING INFORMATION INCLUDES PH1A FILE RECEIVED FROM ILM CONSULTANT. b. LOT F IS BASED ON OCTOBER 2023 CADD SURVEY. a. JULY 15, 2022 AND JANUARY 12, 2024, 1. EXISTING INFORMATION IS BASED ON: 100% DESIGN P lo tt e d o n : 8 /9 /2 0 2 4 INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N)INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) STORM SEWERMANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E)INV. 12.42 (S)INV. 11.86 (W) STORM SEWER MANHOLERIM 24.32INV. 12.67 (N)INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWER HEADWALL STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWER YARD INLETRIM 22.11INV. 17.98 (E)INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWER MANHOLERIM 24.21INV. 13.27 (E)INV. 13.26 (W) STORM SEWERYARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W) STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W) STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W) STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N)INV. 21.29 (W)INV. 19.71 (E)INV. 18.48 (S) STORM SEWERYARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W) STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W) INV. 15.79 INV. 15.91INV. 15.83 STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S) STORM SEWERCURB INLETRIM 24.50 (EOP)INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP)INV. 13.76 (E) STORM SEWERMANHOLERIM BURIED STORM SEWERMANHOLERIM 23.84INV. 13.35 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S) STORM SEWERYARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W)INV. 19.41 (S) STORM SEWERYARD INLETRIM 27.00 INV. 19.73 (S) INV. 18.99 INV. 19.33 INV. 20.17 INV. 20.99 STORM SEWER MANHOLERIM 25.11INV. 6.52 STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPSTORM SEWER MANHOLERIM 22.71INV. 15.46 (E)INV. 14.39 (S)INV. 14.13 (W) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89 RIP-RAPINV. 18.47 RIP-RAPINV. 22.67INV. 22.90INV. 23.08 INV. 24.19RIP-RAPINV. 23.98 RIP-RAPINV. 22.84 RIP-RAPINV. 26.57 INV. 26.37 INV. 26.36 INV. 25.34 INV. 25.07 INV. 26.89 RIP-RAPINV. 26.34 STORM SEWERYARD INLETRIM 37.90INV. 33.80 (E) OVER)0MANHOLE RIM (PAVED STORM SEWER (S)(N) INV. 13.54 21.20 INV. 13.55 YARD INLET RIM STORM SEWER (S)(N) INV. 13.29 21.60 INV. 13.28 YARD INLET RIM STORM SEWER INV. 11.40 (S)INV. 11.41 (N) MANHOLE RIM 22.36 STORM SEWER INV. 11.89 (S)INV. 11.89 (E) INV. 11.90 (W) INV. 15.17 (N) MANHOLE RIM 22.36 STORM SEWER 12.35 (E)INV. 12.37 (W) INV. RIM 23.28 (EOP) CURB INLET STORM SEWER 12.75 (E)INV. 12.77 (N) INV. RIM 23.31 (EOP) CURB INLET STORM SEWER M OVERHEAD LINE EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT 5' SIDEWALK GRAVELPARKING CONSTRUCTIONTRAILER EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT ASPHALT DRIVE GRAVEL GRAVEL DRIVE GRAVEL DRIVE FENCE SIGN BUILDING BUILDING BOLLARD FFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTWALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 BOLLARD BOLLARD BOLLARDBOLLARD BOLLARD BOLLARDBOLLARD BOLLARD BOLLARD BOLLARDBOLLARD STORM SEWER MANHOLERIM 24.51INV. 15.24 (NW)INV. 13.23 (NE)INV. 13.23 (S) STORM SEWERCURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S)INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S)INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) 25.69 (W)25.92 (E) INV. 26.69 (S) INV. EOP 30.68 INV. CURB INLET STORM SEWER STORM SEWERMANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W) STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W) STOPSIGNSTOPSIGN STOP SIGNSTOP SIGNSTOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN C-5 SIGNC-5 SIGN ELEC.MH. ELEC.VAULT STOP SIGNSTOP SIGN ELEC.METER TELE.MH INFO. SIGNSIGNPARKINGINFO. SIGNSIGNPARKING B-5 SIGNB-5 SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN B-4 SIGNB-4 SIGN C-5 SIGNC-5 SIGN C-4 SIGNC-4 SIGN B-5 SIGNB-5 SIGN INFO. SIGNINFO. SIGN L\P B-5 SIGNB-5 SIGN L\P ELEC. CONDUIT BLOCKFOOTER CONC.HEADWALL CONC.HEADWALL CONC.HEADWALLCONC.FLUME SIGNINFO. SIGNINFO. PED.TRAFFIC SIGNINFO. SIGNINFO.VAULTFIBER VAULTFIBERVAULTSIGNAL MARKERFIBER VAULTFIBERPED.TRAFFIC SIGNPARKINGSIGNPARKING L\P B-4 SIGNB-4 SIGN L\P C-3 SIGNC-3 SIGN B-4 SIGNB-4 SIGN C-4 SIGNC-4 SIGN C-5 SIGNC-5 SIGN B-3 SIGNB-3 SIGN SIGNSTREET SIGNILM LIGHT POLETRAFFIC SIGNSTREET SIGNILM LIGHT POLETRAFFIC L\P INFO. SIGNINFO. SIGN C-4 SIGNC-4 SIGN L\P B-3 SIGNB-3 SIGNB-3 SIGNB-3 SIGN L\P B-4BOREB-4BORE STOP SIGN L\P B-2 SIGNB-2 SIGNC-2 SIGNC-2 SIGN INFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGN L\P ELEC.MH. L\P L\P L\P SIGNINFO.SIGNINFO. C-3 SIGNC-3 SIGNC-3 SIGNC-3 SIGN ELEC.MH.ELEC.PED.ELEC.METER STOP INFO. SIGN INFO. SIGN LIMIT SIGNSPEED LIMIT SIGNSPEED INFO. SIGN INFO. SIGN INFO. SIGNINFO. SIGNSIGNSTREET B-9BORE INFO. SIGN EXIT SIGN LIMIT SIGNSPEED LIMIT SIGNSPEEDSIGN L\P L\P L\P L\P P\P P\P P\P P\P P\P P\P P\P P\P G\WG\W G\WG\W G\WG\W G\W G\WG\W STOP ELEC.VAULT INFO. SIGN INFO. SIGN LIMIT SIGNSPEED LIMIT SIGNSPEED INFO. SIGN INFO. SIGNELEC.VAULT INFO. SIGNINFO. SIGNSIGNSTREETELEC.BOX B-9BORE SWITCHCABINET AT&TVAULT INFO. SIGN EXIT SIGN CONCRETEMARKER AT&TPEDESTAL LIMIT SIGNSPEED TELE.PED.ELEC.MH.TELE.MH TELE.PED. FIBERVAULT ELEC.VAULT ELEC.VAULT ELEC.VAULT LIMIT SIGNSPEEDSIGN ELEC.PANEL ELEC.PED. ELEC.PED. ELEC.PED. ELEC.PED.ELEC.PED. ELEC.VAULT ELEC.PED.ELEC.PANEL TELE.VAULT ELEC.VAULT ELEC.VAULT TELE.VAULTELEC.VAULT W\VENCLOSURE TELE.VAULT ELEC.VAULT ELEC.TRANS. ELEC.TRANS. FENCE FENCE FENCE LIMIT SIGNSPEEDLIMIT SIGNSPEEDPEDESTAL L\P TELE.MH L\P L\P L\P B-1 SIGNB-1 SIGN TELE.MH L\P AT&TPEDESTAL SIGNINFO. ELEC.MH. SIGNINFO.L\P L\P L\P C-1 SIGNC-1 SIGN TELE.MH L\P L\P INFO. SIGN B-5 SIGN INFO. SIGN B-5 SIGN L\P SIGNYIELD SIGNYIELD SIGNYIELD SIGNYIELDVALVESEWERSIGNVAULT L\P B-4 SIGNB-4 SIGN L\P L\P SIGNINFO.SIGNINFO. L\P L\P SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO. L\P SIGNSTREETSIGNYIELDSIGNSTREETSIGNYIELD PANELELEC. L\P L\P L\P L\P SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.VAULTELEC. L\P L\P L\P C-4 SIGNC-4 SIGN B-3 SIGNB-3 SIGN SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO. B-6BOREB-6BORE B-1 SIGNB-1 SIGN B-2 SIGNB-2 SIGN TELE.MH L\P L\P SIGNINFO.SIGNINFO. L\P SIGNINFO.SIGNINFO. L\P L\P C-1 SIGNC-1 SIGN SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO.L\P SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. C-2 SIGNC-2 SIGN C-3 SIGNC-3 SIGN TELE.MH ELEC.MH. L\P L\P B-7BOREB-7BORE L\P L\P L\P L\P L\P L\P L\P B-2BOREB-2BORE L\P L\P L\P L\P SIGNINFO.SIGNINFO. L\PINFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGN L\P L\P L\P L\P SIGNINFO.SIGNINFO. L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P INFO. SIGNINFO. SIGN L\P L\P L\P L\P INFO. SIGNINFO. SIGN L\P L\P L\P INFO. SIGNINFO. SIGN L\P L\P L\P L\P L\P L\PL\P L\P L\P L\P L\P L\PL\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P INFO.SIGNINFO.SIGN SIGNSTOPSIGNSTOPINFO.SIGNINFO.SIGN INFO.SIGN INFO.SIGNINFO.SIGN INFO.SIGN TICKETBOOTH DUCTVAULTFAAMARKER GENERATORPADBACK FLOWPREVENTER WATERMETER L\P RIP-RAP L\P L\P L\P L\P L\P L\P STORM SEWER MANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) TELE.MH INFO. SIGNINFO. SIGN L\P ELEC.MH. L\P L\P L\P GRAVEL L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\PL\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\PL\P L\P L\P L\P L\P SPOIL SPOIL SPOIL L\P SIGNH\CSIGNH\C STORM SEWERCURB INLETEOP 38.96INV. 36.08 (E)INV. 35.90 (W) P\P STORM SEWER MANHOLERIM 41.90INV. 38.91 (S)INV. 37.69 (E)INV. 37.47 (W) STORM SEWER MANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEWER MANHOLERIM 42.01INV. 37.67 (W) INV. 37.62 (S) INV. 37.47 (E) SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKING SPOIL SPOILSPOIL Allegheny Drive KEY MAP S P E E D A H E A D R E DU CE NO PARKINGTHISSIDEOF STREET NO PARKING THIS SIDE OF STREET TAXIPARKING ON LY C A U TI O N S P E E D B U MP S A H E A D 2 4'' X 3 0'' S P E E D 15 LI MI T R 2- 1 S I G N R E M O V A L SIGN REMOVAL SPEED15LIMITR2-124'' X 30'' SIGN REMOVALSIGN REMOVAL N O PA RK IN G T H I S SI D E O F S T R E ET SIGN REM O VA L SI GN REM OVAL SI G N R E M O V A L SI G N R E M O V A L ON E W AY 36'' X 12''R6-1 R SI GN RE M O VAL CURB LINE CURB LINE T E R M IN A L LOT D LOT C AIRPORT BOULEVARD E M E R G E N C Y A C C E S S R O A D FENC E TICKET BOOTH NORTH MATCHLINE SEE CP-603 MATCHLINE SEE CP-604 (SHEET 5 OF 5) CP-605 SIGNING ROADWAY EXISTING STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S) STORM SEWERYARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWERYARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S) STORM SEWERYARD INLETRIM 20.75INV. 7.37 (E)STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) (S)(N) INV. 14.63 20.65 INV. 15.26 YARD INLET RIM STORM SEWER STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) STORM SEWERCURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W) STORM SEWERCURB INLETEOP 3302INV. 30.71 (E) 22.19 (N)INV. 22.47 (E) EOP 27.90 INV. CURB INLET STORM SEWER INV. 15.54 (S)19.46 YARD INLET RIM STORM SEWER STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N)INV. 17.22 (E)INV. 17.20 (S) GRAVEL STORM SEWERMANHOLERIM 29.28INV. 16.89 (W) (S)(N) INV. 19.46 21.79 INV. 19.48 YARD INLET RIM STORM SEWER STOP SIGNSTOP SIGN SIGNPARKINGSIGNPARKINGPED.BELLSOUTH INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGN L\P SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. L\P 05 INV. 20.37 BOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARD SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS 50073* *F-0493 * C-28 North Carolina License Nos. 704-752-0610 FAX 704-949-2672 Charlotte, NC 28203 1520 South Blvd., Suite 200 RS&H Architects-Engineers-Planners, Inc. NO.DESCRIPTION DATE CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED LOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION. RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE C :\ p w _ w o rk \rs h _ p w \p w _ u s e r\d 0 4 8 6 7 3 4 \IL M BP 2 -X R -G -B R D R -0 2 .d w g D ra w in g : C a s to , C a it l i n P lo tt e d b y : REW REW AGS AIRPORT INTERNATIONAL WILMINGTON SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 CONSTRUCTION FOR NOT RELEASED 08/09/2024 LEGEND PROPOSED SIGN U-CHANNEL POST EXISTING SIGN NOTES NOT BE SHOWN. 2. SOME EXISTING SIGN REPLACEMENTS MAY GUIDE SIGN DETAILS. 3. SEE WAYFINDING SIGNAGE PLANS FOR WILL BE INSTALLED ON U-CHANNEL POST(S). 4. ALL PROPOSED SIGNS SHOWN ON THIS SHEET LESS THAN 7' APART. d. DOUBLE U-CHANNEL POSTS CAN BE USED LESS GREATER REQUIRE DOUBLE U-CHANNEL. c. SIGN ASSEMBLIES WITH DIMENSION OF 36" OR U-CHANNEL. BUT LESS THAN 24 SF REQUIRE DOUBLE 3 LB b. SIGN ASSEMBLIES GREATER THAN 12 SF REQUIRE SINGLE 3 LB U-CHANNEL. a. SIGN ASSEMBLIES LESS THAN 12 SF 5. NUMBER OF POSTS: DRAWING SPECIFICATIONS. MUTCD AND NCDOT ROADWAY STANDARD SHALL BE LOCATED BY FIELD ENGINEER AND MEET 6. PROPOSED SIGNAGE OFFSETS FROM ROADWAY SIGNS ON 'U' CHANNEL SUPPORTS. d. 904.50 MOUNTING OF TYPE 'D', 'E', AND 'F' MOUNTED SIGNS. c. 904.10 ORIENTATION OF GROUND SUPPORTS. b. 903.10 GROUND MOUNTED SIGN SPACING. a. 901.70 SIGN STRINGING AND SUPPORT 7. NCDOT 2024 STANDARD DRAWINGS: PHASE 1B BID PACKAGE 2 IMPROVEMENTS AND PARKING AIRPORT BOULEVARD CONSTRUCTION. c. EXISTING INFORMATION INCLUDES PH1A FILE RECEIVED FROM ILM CONSULTANT. b. LOT F IS BASED ON OCTOBER 2023 CADD SURVEY. a. JULY 15, 2022 AND JANUARY 12, 2024, 1. EXISTING INFORMATION IS BASED ON: 100% DESIGN P lo tt e d o n : 8 /9 /2 0 2 4 INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N)INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) STORM SEWERMANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E)INV. 12.42 (S)INV. 11.86 (W) STORM SEWER MANHOLERIM 24.32INV. 12.67 (N)INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWER HEADWALL STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWER YARD INLETRIM 22.11INV. 17.98 (E)INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWER MANHOLERIM 24.21INV. 13.27 (E)INV. 13.26 (W) STORM SEWERYARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W) STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W) STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W) STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N)INV. 21.29 (W)INV. 19.71 (E)INV. 18.48 (S) STORM SEWERYARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W) STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W) INV. 15.79 INV. 15.91INV. 15.83 STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S) STORM SEWERCURB INLETRIM 24.50 (EOP)INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP)INV. 13.76 (E) STORM SEWERMANHOLERIM BURIED STORM SEWERMANHOLERIM 23.84INV. 13.35 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S) STORM SEWERYARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W)INV. 19.41 (S) STORM SEWERYARD INLETRIM 27.00 INV. 19.73 (S) INV. 18.99 INV. 19.33 INV. 20.17 INV. 20.99 STORM SEWER MANHOLERIM 25.11INV. 6.52 STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPSTORM SEWER MANHOLERIM 22.71INV. 15.46 (E)INV. 14.39 (S)INV. 14.13 (W) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89 RIP-RAPINV. 18.47 RIP-RAPINV. 22.67INV. 22.90INV. 23.08 INV. 24.19RIP-RAPINV. 23.98 RIP-RAPINV. 22.84 RIP-RAPINV. 26.57 INV. 26.37 INV. 26.36 INV. 25.34 INV. 25.07 INV. 26.89 RIP-RAPINV. 26.34 STORM SEWERYARD INLETRIM 37.90INV. 33.80 (E) OVER)0MANHOLE RIM (PAVED STORM SEWER (S)(N) INV. 13.54 21.20 INV. 13.55 YARD INLET RIM STORM SEWER (S)(N) INV. 13.29 21.60 INV. 13.28 YARD INLET RIM STORM SEWER INV. 11.40 (S)INV. 11.41 (N) MANHOLE RIM 22.36 STORM SEWER INV. 11.89 (S)INV. 11.89 (E) INV. 11.90 (W) INV. 15.17 (N) MANHOLE RIM 22.36 STORM SEWER 12.35 (E)INV. 12.37 (W) INV. RIM 23.28 (EOP) CURB INLET STORM SEWER 12.75 (E)INV. 12.77 (N) INV. RIM 23.31 (EOP) CURB INLET STORM SEWER M OVERHEAD LINE EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT 5' SIDEWALK GRAVELPARKING CONSTRUCTIONTRAILER EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT ASPHALT DRIVE GRAVEL GRAVEL DRIVE GRAVEL DRIVE FENCE SIGN BUILDING BUILDING BOLLARD FFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTWALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 BOLLARD BOLLARD BOLLARDBOLLARD BOLLARD BOLLARDBOLLARD BOLLARD BOLLARD BOLLARDBOLLARD STORM SEWER MANHOLERIM 24.51INV. 15.24 (NW)INV. 13.23 (NE)INV. 13.23 (S) STORM SEWERCURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S)INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S)INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) 25.69 (W)25.92 (E) INV. 26.69 (S) INV. EOP 30.68 INV. CURB INLET STORM SEWER STORM SEWERMANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W) STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W) STOPSIGNSTOPSIGN STOP SIGNSTOP SIGNSTOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN C-5 SIGNC-5 SIGN ELEC.MH. ELEC.VAULT STOP SIGNSTOP SIGN ELEC.METER TELE.MH INFO. SIGNSIGNPARKINGINFO. SIGNSIGNPARKING B-5 SIGNB-5 SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN B-4 SIGNB-4 SIGN C-5 SIGNC-5 SIGN C-4 SIGNC-4 SIGN B-5 SIGNB-5 SIGN INFO. SIGNINFO. SIGN L\P B-5 SIGNB-5 SIGN L\P ELEC. CONDUIT BLOCKFOOTER CONC.HEADWALL CONC.HEADWALL CONC.HEADWALLCONC.FLUME SIGNINFO. SIGNINFO. PED.TRAFFIC SIGNINFO. SIGNINFO.VAULTFIBER VAULTFIBERVAULTSIGNAL MARKERFIBER VAULTFIBERPED.TRAFFIC SIGNPARKINGSIGNPARKING L\P B-4 SIGNB-4 SIGN L\P C-3 SIGNC-3 SIGN B-4 SIGNB-4 SIGN C-4 SIGNC-4 SIGN C-5 SIGNC-5 SIGN B-3 SIGNB-3 SIGN SIGNSTREET SIGNILM LIGHT POLETRAFFIC SIGNSTREET SIGNILM LIGHT POLETRAFFIC L\P INFO. SIGNINFO. SIGN C-4 SIGNC-4 SIGN L\P B-3 SIGNB-3 SIGNB-3 SIGNB-3 SIGN L\P B-4BOREB-4BORE STOP SIGN L\P B-2 SIGNB-2 SIGNC-2 SIGNC-2 SIGN INFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGN L\P ELEC.MH. L\P L\P L\P SIGNINFO.SIGNINFO. C-3 SIGNC-3 SIGNC-3 SIGNC-3 SIGN ELEC.MH.ELEC.PED.ELEC.METER STOP INFO. SIGN INFO. SIGN LIMIT SIGNSPEED LIMIT SIGNSPEED INFO. SIGN INFO. SIGN INFO. SIGNINFO. SIGNSIGNSTREET B-9BORE INFO. SIGN EXIT SIGN LIMIT SIGNSPEED LIMIT SIGNSPEEDSIGN L\P L\P L\P L\P P\P P\P P\P P\P P\P P\P P\P P\P G\WG\W G\WG\W G\WG\W G\W G\WG\W STOP ELEC.VAULT INFO. SIGN INFO. SIGN LIMIT SIGNSPEED LIMIT SIGNSPEED INFO. SIGN INFO. SIGNELEC.VAULT INFO. SIGNINFO. SIGNSIGNSTREETELEC.BOX B-9BORE SWITCHCABINET AT&TVAULT INFO. SIGN EXIT SIGN CONCRETEMARKER AT&TPEDESTAL LIMIT SIGNSPEED TELE.PED.ELEC.MH.TELE.MH TELE.PED. FIBERVAULT ELEC.VAULT ELEC.VAULT ELEC.VAULT LIMIT SIGNSPEEDSIGN ELEC.PANEL ELEC.PED. ELEC.PED. ELEC.PED. ELEC.PED.ELEC.PED. ELEC.VAULT ELEC.PED.ELEC.PANEL TELE.VAULT ELEC.VAULT ELEC.VAULT TELE.VAULTELEC.VAULT W\VENCLOSURE TELE.VAULT ELEC.VAULT ELEC.TRANS. ELEC.TRANS. FENCE FENCE FENCE LIMIT SIGNSPEEDLIMIT SIGNSPEEDPEDESTAL L\P TELE.MH L\P L\P L\P B-1 SIGNB-1 SIGN TELE.MH L\P AT&TPEDESTAL SIGNINFO. ELEC.MH. SIGNINFO.L\P L\P L\P C-1 SIGNC-1 SIGN TELE.MH L\P L\P INFO. SIGN B-5 SIGN INFO. SIGN B-5 SIGN L\P SIGNYIELD SIGNYIELD SIGNYIELD SIGNYIELDVALVESEWERSIGNVAULT L\P B-4 SIGNB-4 SIGN L\P L\P SIGNINFO.SIGNINFO. L\P L\P SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO. L\P SIGNSTREETSIGNYIELDSIGNSTREETSIGNYIELD PANELELEC. L\P L\P L\P L\P SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.VAULTELEC. L\P L\P L\P C-4 SIGNC-4 SIGN B-3 SIGNB-3 SIGN SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO. B-6BOREB-6BORE B-1 SIGNB-1 SIGN B-2 SIGNB-2 SIGN TELE.MH L\P L\P SIGNINFO.SIGNINFO. L\P SIGNINFO.SIGNINFO. L\P L\P C-1 SIGNC-1 SIGN SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO.L\P SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. C-2 SIGNC-2 SIGN C-3 SIGNC-3 SIGN TELE.MH ELEC.MH. L\P L\P B-7BOREB-7BORE L\P L\P L\P L\P L\P L\P L\P B-2BOREB-2BORE L\P L\P L\P L\P SIGNINFO.SIGNINFO. L\PINFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGN L\P L\P L\P L\P SIGNINFO.SIGNINFO. L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P INFO. SIGNINFO. SIGN L\P L\P L\P L\P INFO. SIGNINFO. SIGN L\P L\P L\P INFO. SIGNINFO. SIGN L\P L\P L\P L\P L\P L\PL\P L\P L\P L\P L\P L\PL\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P INFO.SIGNINFO.SIGN SIGNSTOPSIGNSTOPINFO.SIGNINFO.SIGN INFO.SIGN INFO.SIGNINFO.SIGN INFO.SIGN TICKETBOOTH DUCTVAULTFAAMARKER GENERATORPADBACK FLOWPREVENTER WATERMETER L\P RIP-RAP L\P L\P L\P L\P L\P L\P STORM SEWER MANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) TELE.MH INFO. SIGNINFO. SIGN L\P ELEC.MH. L\P L\P L\P GRAVEL L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\PL\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\PL\P L\P L\P L\P L\P SPOIL SPOIL SPOIL L\P SIGNH\CSIGNH\C STORM SEWERCURB INLETEOP 38.96INV. 36.08 (E)INV. 35.90 (W) P\P STORM SEWER MANHOLERIM 41.90INV. 38.91 (S)INV. 37.69 (E)INV. 37.47 (W) STORM SEWER MANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEWER MANHOLERIM 42.01INV. 37.67 (W) INV. 37.62 (S) INV. 37.47 (E) SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKING SPOIL SPOILSPOIL Allegheny Drive KEY MAP R1-1 R1-1 R1-2 4 8'' x 4 8 '' x 48 " 36'' X 12''R6-1 R 30'' X 30''R5-1 R 1 - 1 24'' X 24'' W 13-1W1-1L 48'' X 48'' S T O P R 1- 1 R 2 - 1 2 4 '' X 3 0 '' 30'' X 30''R5-1 SIG N TO RE M AIN SIG N TO REM A INS IG N TO REMAIN S I G N T O R E M A I N SIG N TO REMAIN S I G N T O R E M A I N SIGN TO REMAIN R1-1 STOP SIGN TO REMAIN SIGN TO REMAIN 24'' X 30'' SPEED 20LIMIT R2-1 NO PARKING AN Y TIME TO W-AW AY ZO N E R1-2 48 '' x 4 8 '' x 4 8 " SIG N REMO VA L S IG N REM O VA L M. P. H. 1 5 W 1 3 - 1 2 4'' X 2 4'' SI G N R E M O V A L 36" X 36" STOP S P E E D 1 5 LI M I T W 4 - 2 R 4 8 '' X 4 8 '' SIGN REMOVAL DO NOT ENTER SIGN REMOV A L YIEL D O NE WAY SIGN REMOV AL STOP 36" X 36" 2 4 '' X 3 0 '' SPEED 3 0 LIMIT R2 - 1 NOPARKING A N Y TI ME R7-412'' X 18'' SIGN REMOVAL DO NOT ENTER SI G N R E M O V A L 3 6 " X 3 6 " 3 6 " X 3 6 " S TO P M .P.H .15 SIGN R EM OV A L YIELD MODERN AVIATION CONCRETE ARFF ACCESS ROAD M O D E R N A V I A T I O N A C C E S S R O A D MODERN AVIATION DRIVEWAY MODERN AVIATION PARKING LOT TE MP RD WY LOT E AIRPORT BOULEVARD DOLAN DRIVE HE WLE T T D R IVE B-2BOREB-2BORE GRAVEL STOP SIGN STOP SIGN SIGNPARKING SIGNPARKING INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGN SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD NCDOT R\W DISK NCDOT R\W DISK CURB LINE CURB LINE CURB LINE CURB LINE CURB LINE CURB LINE HANGAR 6 HANGAR BUILDING 10 HANGAR 4 HANGAR 5 HANGAR 2 HANGAR 1 MODERN AVIATION HANGAR 7 HANGAR 3 M 5' SIDEWALK GRAVEL PARKING CONSTRUCTION TRAILER ASPHALT DRIVE GRAVEL GRAVEL DRIVE GRAVEL DRIVE FENCE SIGN BUILDING BUILDING BOLLARD FFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT WALK CONC. WALK CONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAP CONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENT CONC. MH MH MH CONCRETE WALK H\CSIGN CREWCAR GATE LOT F AIR P O R T B L V D ARFF ACCESS ROAD MO D E R N AVIATI O N A C C E S S R O AD MODERN AVIATION DRIVEWAY A IRPORT BOU LEVA RD EMERGENCY ACCESS ROAD HEW LETT DRIVE TE RMINAL HA LL D R IVE GARDNER ROAD A RFF ACCESS RO A D EMERGENCY ACC ES S ROAD AIRPORT PARKING LOT MODERN AVIATION PARKING LOT TE MP RD WY LOT D LOT C LOT E LOT B LOT A AIRPORT BOULEVARD DOLAN DRIVE AIRPORT BOU LEVARD AIRPORT BOULEVARD A IRPO RT BOULEV A RD HEWLETT DRIVE EMERGENC Y ACC ES S ROAD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD STOPSIGNSTOPSIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN C-5 SIGN C-5 SIGN STOP SIGN STOP SIGN INFO. SIGN SIGNPARKING INFO. SIGN SIGNPARKING B-5 SIGNB-5 SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN B-4 SIGNB-4 SIGN C-5 SIGNC-5 SIGN C-4 SIGNC-4 SIGN B-5 SIGN B-5 SIGN INFO. SIGNINFO. SIGN B-5 SIGNB-5 SIGN SIGNPARKING SIGNPARKING B-4 SIGN B-4 SIGN C-3 SIGNC-3 SIGN B-4 SIGN B-4 SIGN C-4 SIGN C-4 SIGN C-5 SIGNC-5 SIGN B-3 SIGNB-3 SIGN INFO. SIGNINFO. SIGN C-4 SIGN C-4 SIGN B-3 SIGN B-3 SIGN B-3 SIGN B-3 SIGN B-4BOREB-4BORE STOP SIGN B-2 SIGNB-2 SIGN C-2 SIGNC-2 SIGN INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGN C-3 SIGN C-3 SIGN C-3 SIGN C-3 SIGN STOP INFO. SIGN INFO. SIGN LIMIT SIGNSPEED LIMIT SIGNSPEED INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGN SIGNSTREET B-9BORE INFO. SIGN EXIT SIGN LIMIT SIGNSPEED LIMIT SIGNSPEED SIGNSTOP INFO. SIGN INFO. SIGN LIMIT SIGNSPEED LIMIT SIGNSPEED INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGN SIGNSTREET B-9BORE INFO. SIGN EXIT SIGN CONCRETE MARKER LIMIT SIGNSPEED LIMIT SIGNSPEED SIGN FENCE FENCE FENCE GATE FENCE FENCE FENCE LIMIT SIGNSPEED LIMIT SIGNSPEED B-1 SIGNB-1 SIGN SIGNINFO.SIGNINFO. C-1 SIGNC-1 SIGN INFO. SIGN B-5 SIGN INFO. SIGN B-5 SIGN SIGNYIELDSIGNYIELD B-4 SIGN B-4 SIGN SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO. SIGNSTREET SIGNYIELDSIGNSTREET SIGNYIELD SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO. C-4 SIGN C-4 SIGN B-3 SIGN B-3 SIGN SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO. B-6BOREB-6BORE B-1 SIGN B-1 SIGN B-2 SIGN B-2 SIGN SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO. C-1 SIGN C-1 SIGN SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO. C-2 SIGN C-2 SIGN C-3 SIGN C-3 SIGN B-7BOREB-7BORE B-2BOREB-2BORE SIGNINFO.SIGNINFO. INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGN SIGNINFO.SIGNINFO. INFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGN INFO. SIGNINFO. SIGN INFO.SIGNINFO.SIGN SIGNSTOPSIGNSTOPINFO.SIGN INFO.SIGN INFO.SIGN INFO.SIGN INFO.SIGN INFO.SIGN TICKET BOOTH GENERATOR PAD INFO. SIGNINFO. SIGN GRAVEL SPOIL SPOIL SPOIL SIGNH\CSIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGN H\C SIGN H\C SIGNH\C SIGN H\C SIGN H\C SIGNH\C SIGN H\C SIGN H\C SIGN H\C SIGNH\C SIGN H\C SIGN H\C SIGNH\C SIGN H\C SIGN H\CSIGN H\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKING SPOIL SPOILSPOIL NORTH SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 CP-700 OVERALL PLAN SIGNING ROADWAY PROPOSED 50 200 400 200 STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S) STORM SEWERYARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWERYARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S) STORM SEWERYARD INLETRIM 20.75INV. 7.37 (E)STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) (S)(N) INV. 14.63 20.65 INV. 15.26 YARD INLET RIM STORM SEWER STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) STORM SEWERCURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W) STORM SEWERCURB INLETEOP 3302INV. 30.71 (E) 22.19 (N)INV. 22.47 (E) EOP 27.90 INV. CURB INLET STORM SEWER INV. 15.54 (S)19.46 YARD INLET RIM STORM SEWER STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N)INV. 17.22 (E)INV. 17.20 (S) GRAVEL STORM SEWERMANHOLERIM 29.28INV. 16.89 (W) (S)(N) INV. 19.46 21.79 INV. 19.48 YARD INLET RIM STORM SEWER STOP SIGNSTOP SIGN SIGNPARKINGSIGNPARKINGPED.BELLSOUTH INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGN L\P SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. L\P 05 INV. 20.37 BOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARD SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS 50073* *F-0493 * C-28 North Carolina License Nos. 704-752-0610 FAX 704-949-2672 Charlotte, NC 28203 1520 South Blvd., Suite 200 RS&H Architects-Engineers-Planners, Inc. NO.DESCRIPTION DATE CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED LOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION. RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE C :\ p w _ w o rk \rs h _ p w \p w _ u s e r\d 0 4 8 6 7 3 4 \IL M BP 2 -X R -G -B R D R -0 2 .d w g D ra w in g : C a s to , C a it l i n P lo tt e d b y : REW REW AGS AIRPORT INTERNATIONAL WILMINGTON CONSTRUCTION FOR NOT RELEASED 08/09/2024 LEGEND PROPOSED SIGN U-CHANNEL POST EXISTING SIGN NOTES NOT BE SHOWN. 2. SOME EXISTING SIGN REPLACEMENTS MAY GUIDE SIGN DETAILS. 3. SEE WAYFINDING SIGNAGE PLANS FOR WILL BE INSTALLED ON U-CHANNEL POST(S). 4. ALL PROPOSED SIGNS SHOWN ON THIS SHEET LESS THAN 7' APART. d. DOUBLE U-CHANNEL POSTS CAN BE USED LESS GREATER REQUIRE DOUBLE U-CHANNEL. c. SIGN ASSEMBLIES WITH DIMENSION OF 36" OR U-CHANNEL. BUT LESS THAN 24 SF REQUIRE DOUBLE 3 LB b. SIGN ASSEMBLIES GREATER THAN 12 SF REQUIRE SINGLE 3 LB U-CHANNEL. a. SIGN ASSEMBLIES LESS THAN 12 SF 5. NUMBER OF POSTS: DRAWING SPECIFICATIONS. MUTCD AND NCDOT ROADWAY STANDARD SHALL BE LOCATED BY FIELD ENGINEER AND MEET 6. PROPOSED SIGNAGE OFFSETS FROM ROADWAY SIGNS ON 'U' CHANNEL SUPPORTS. d. 904.50 MOUNTING OF TYPE 'D', 'E', AND 'F' MOUNTED SIGNS. c. 904.10 ORIENTATION OF GROUND SUPPORTS. b. 903.10 GROUND MOUNTED SIGN SPACING. a. 901.70 SIGN STRINGING AND SUPPORT 7. NCDOT 2024 STANDARD DRAWINGS: PHASE 1B BID PACKAGE 2 IMPROVEMENTS AND PARKING AIRPORT BOULEVARD CONSTRUCTION. c. EXISTING INFORMATION INCLUDES PH1A FILE RECEIVED FROM ILM CONSULTANT. b. LOT F IS BASED ON OCTOBER 2023 CADD SURVEY. a. JULY 15, 2022 AND JANUARY 12, 2024, 1. EXISTING INFORMATION IS BASED ON: 100% DESIGN P lo tt e d o n : 8 /9 /2 0 2 4 INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N)INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) STORM SEWERMANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E)INV. 12.42 (S)INV. 11.86 (W) STORM SEWER MANHOLERIM 24.32INV. 12.67 (N)INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWER HEADWALL STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWER YARD INLETRIM 22.11INV. 17.98 (E)INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWER MANHOLERIM 24.21INV. 13.27 (E)INV. 13.26 (W) STORM SEWERYARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W) STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W) STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W) STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N)INV. 21.29 (W)INV. 19.71 (E)INV. 18.48 (S) STORM SEWERYARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W) STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W) INV. 15.79 INV. 15.91INV. 15.83 STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S) STORM SEWERCURB INLETRIM 24.50 (EOP)INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP)INV. 13.76 (E) STORM SEWERMANHOLERIM BURIED STORM SEWERMANHOLERIM 23.84INV. 13.35 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S) STORM SEWERYARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W)INV. 19.41 (S) STORM SEWERYARD INLETRIM 27.00 INV. 19.73 (S) INV. 18.99 INV. 19.33 INV. 20.17 INV. 20.99 STORM SEWER MANHOLERIM 25.11INV. 6.52 STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPSTORM SEWER MANHOLERIM 22.71INV. 15.46 (E)INV. 14.39 (S)INV. 14.13 (W) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89 RIP-RAPINV. 18.47 RIP-RAPINV. 22.67INV. 22.90INV. 23.08 INV. 24.19RIP-RAPINV. 23.98 RIP-RAPINV. 22.84 RIP-RAPINV. 26.57 INV. 26.37 INV. 26.36 INV. 25.34 INV. 25.07 INV. 26.89 RIP-RAPINV. 26.34 STORM SEWERYARD INLETRIM 37.90INV. 33.80 (E) OVER)0MANHOLE RIM (PAVED STORM SEWER (S)(N) INV. 13.54 21.20 INV. 13.55 YARD INLET RIM STORM SEWER (S)(N) INV. 13.29 21.60 INV. 13.28 YARD INLET RIM STORM SEWER INV. 11.40 (S)INV. 11.41 (N) MANHOLE RIM 22.36 STORM SEWER INV. 11.89 (S)INV. 11.89 (E) INV. 11.90 (W) INV. 15.17 (N) MANHOLE RIM 22.36 STORM SEWER 12.35 (E)INV. 12.37 (W) INV. RIM 23.28 (EOP) CURB INLET STORM SEWER 12.75 (E)INV. 12.77 (N) INV. RIM 23.31 (EOP) CURB INLET STORM SEWER M OVERHEAD LINE EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT 5' SIDEWALK GRAVELPARKING CONSTRUCTIONTRAILER EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT ASPHALT DRIVE GRAVEL GRAVEL DRIVE GRAVEL DRIVE FENCE SIGN BUILDING BUILDING BOLLARD FFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTWALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 BOLLARD BOLLARD BOLLARDBOLLARD BOLLARD BOLLARDBOLLARD BOLLARD BOLLARD BOLLARDBOLLARD STORM SEWER MANHOLERIM 24.51INV. 15.24 (NW)INV. 13.23 (NE)INV. 13.23 (S) STORM SEWERCURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S)INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S)INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) 25.69 (W)25.92 (E) INV. 26.69 (S) INV. EOP 30.68 INV. CURB INLET STORM SEWER STORM SEWERMANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W) STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W) STOPSIGNSTOPSIGN STOP SIGNSTOP SIGNSTOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN C-5 SIGNC-5 SIGN ELEC.MH. ELEC.VAULT STOP SIGNSTOP SIGN ELEC.METER TELE.MH INFO. SIGNSIGNPARKINGINFO. SIGNSIGNPARKING B-5 SIGNB-5 SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN B-4 SIGNB-4 SIGN C-5 SIGNC-5 SIGN C-4 SIGNC-4 SIGN B-5 SIGNB-5 SIGN INFO. SIGNINFO. SIGN L\P B-5 SIGNB-5 SIGN L\P ELEC. CONDUIT BLOCKFOOTER CONC.HEADWALL CONC.HEADWALL CONC.HEADWALLCONC.FLUME SIGNINFO. SIGNINFO. PED.TRAFFIC SIGNINFO. SIGNINFO.VAULTFIBER VAULTFIBERVAULTSIGNAL MARKERFIBER VAULTFIBERPED.TRAFFIC SIGNPARKINGSIGNPARKING L\P B-4 SIGNB-4 SIGN L\P C-3 SIGNC-3 SIGN B-4 SIGNB-4 SIGN C-4 SIGNC-4 SIGN C-5 SIGNC-5 SIGN B-3 SIGNB-3 SIGN SIGNSTREET SIGNILM LIGHT POLETRAFFIC SIGNSTREET SIGNILM LIGHT POLETRAFFIC L\P INFO. SIGNINFO. SIGN C-4 SIGNC-4 SIGN L\P B-3 SIGNB-3 SIGNB-3 SIGNB-3 SIGN L\P B-4BOREB-4BORE STOP SIGN L\P B-2 SIGNB-2 SIGNC-2 SIGNC-2 SIGN INFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGN L\P ELEC.MH. L\P L\P L\P SIGNINFO.SIGNINFO. C-3 SIGNC-3 SIGNC-3 SIGNC-3 SIGN ELEC.MH.ELEC.PED.ELEC.METER STOP INFO. SIGN INFO. SIGN LIMIT SIGNSPEED LIMIT SIGNSPEED INFO. SIGN INFO. SIGN INFO. SIGNINFO. SIGNSIGNSTREET B-9BORE INFO. SIGN EXIT SIGN LIMIT SIGNSPEED LIMIT SIGNSPEEDSIGN L\P L\P L\P L\P P\P P\P P\P P\P P\P P\P P\P P\P G\WG\W G\WG\W G\WG\W G\W G\WG\W STOP ELEC.VAULT INFO. SIGN INFO. SIGN LIMIT SIGNSPEED LIMIT SIGNSPEED INFO. SIGN INFO. SIGNELEC.VAULT INFO. SIGNINFO. SIGNSIGNSTREETELEC.BOX B-9BORE SWITCHCABINET AT&TVAULT INFO. SIGN EXIT SIGN CONCRETEMARKER AT&TPEDESTAL LIMIT SIGNSPEED TELE.PED.ELEC.MH.TELE.MH TELE.PED. FIBERVAULT ELEC.VAULT ELEC.VAULT ELEC.VAULT LIMIT SIGNSPEEDSIGN ELEC.PANEL ELEC.PED. ELEC.PED. ELEC.PED. ELEC.PED.ELEC.PED. ELEC.VAULT ELEC.PED.ELEC.PANEL TELE.VAULT ELEC.VAULT ELEC.VAULT TELE.VAULTELEC.VAULT W\VENCLOSURE TELE.VAULT ELEC.VAULT ELEC.TRANS. ELEC.TRANS. FENCE FENCE FENCE LIMIT SIGNSPEEDLIMIT SIGNSPEEDPEDESTAL L\P TELE.MH L\P L\P L\P B-1 SIGNB-1 SIGN TELE.MH L\P AT&TPEDESTAL SIGNINFO. ELEC.MH. SIGNINFO.L\P L\P L\P C-1 SIGNC-1 SIGN TELE.MH L\P L\P INFO. SIGN B-5 SIGN INFO. SIGN B-5 SIGN L\P SIGNYIELD SIGNYIELD SIGNYIELD SIGNYIELDVALVESEWERSIGNVAULT L\P B-4 SIGNB-4 SIGN L\P L\P SIGNINFO.SIGNINFO. L\P L\P SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO. L\P SIGNSTREETSIGNYIELDSIGNSTREETSIGNYIELD PANELELEC. L\P L\P L\P L\P SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.VAULTELEC. L\P L\P L\P C-4 SIGNC-4 SIGN B-3 SIGNB-3 SIGN SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO. B-6BOREB-6BORE B-1 SIGNB-1 SIGN B-2 SIGNB-2 SIGN TELE.MH L\P L\P SIGNINFO.SIGNINFO. L\P SIGNINFO.SIGNINFO. L\P L\P C-1 SIGNC-1 SIGN SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO.L\P SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. C-2 SIGNC-2 SIGN C-3 SIGNC-3 SIGN TELE.MH ELEC.MH. L\P L\P B-7BOREB-7BORE L\P L\P L\P L\P L\P L\P L\P B-2BOREB-2BORE L\P L\P L\P L\P SIGNINFO.SIGNINFO. L\PINFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGN L\P L\P L\P L\P SIGNINFO.SIGNINFO. L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P INFO. SIGNINFO. SIGN L\P L\P L\P L\P INFO. SIGNINFO. SIGN L\P L\P L\P INFO. SIGNINFO. SIGN L\P L\P L\P L\P L\P L\PL\P L\P L\P L\P L\P L\PL\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P INFO.SIGNINFO.SIGN SIGNSTOPSIGNSTOPINFO.SIGNINFO.SIGN INFO.SIGN INFO.SIGNINFO.SIGN INFO.SIGN TICKETBOOTH DUCTVAULTFAAMARKER GENERATORPADBACK FLOWPREVENTER WATERMETER L\P RIP-RAP L\P L\P L\P L\P L\P L\P STORM SEWER MANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) TELE.MH INFO. SIGNINFO. SIGN L\P ELEC.MH. L\P L\P L\P GRAVEL L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\PL\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\PL\P L\P L\P L\P L\P SPOIL SPOIL SPOIL L\P SIGNH\CSIGNH\C STORM SEWERCURB INLETEOP 38.96INV. 36.08 (E)INV. 35.90 (W) P\P STORM SEWER MANHOLERIM 41.90INV. 38.91 (S)INV. 37.69 (E)INV. 37.47 (W) STORM SEWER MANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEWER MANHOLERIM 42.01INV. 37.67 (W) INV. 37.62 (S) INV. 37.47 (E) SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKING SPOIL SPOILSPOIL Allegheny Drive KEY MAP 2 4 1 5 3 INTERIM TE RMINAL C URB FRO NT CELL PHONE LOT NORTH M A T C H L I N E S E E C P - 7 0 2 MATCHLINE SEE CP-703 (SHEET 1 OF 5) CP-701 SIGNING ROADWAY PROPOSED STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S) STORM SEWERYARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWERYARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S) STORM SEWERYARD INLETRIM 20.75INV. 7.37 (E)STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) (S)(N) INV. 14.63 20.65 INV. 15.26 YARD INLET RIM STORM SEWER STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) STORM SEWERCURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W) STORM SEWERCURB INLETEOP 3302INV. 30.71 (E) 22.19 (N)INV. 22.47 (E) EOP 27.90 INV. CURB INLET STORM SEWER INV. 15.54 (S)19.46 YARD INLET RIM STORM SEWER STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N)INV. 17.22 (E)INV. 17.20 (S) GRAVEL STORM SEWERMANHOLERIM 29.28INV. 16.89 (W) (S)(N) INV. 19.46 21.79 INV. 19.48 YARD INLET RIM STORM SEWER STOP SIGNSTOP SIGN SIGNPARKINGSIGNPARKINGPED.BELLSOUTH INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGN L\P SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. L\P 05 INV. 20.37 BOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARD SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS 50073* *F-0493 * C-28 North Carolina License Nos. 704-752-0610 FAX 704-949-2672 Charlotte, NC 28203 1520 South Blvd., Suite 200 RS&H Architects-Engineers-Planners, Inc. NO.DESCRIPTION DATE CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED LOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION. RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE C :\ p w _ w o rk \rs h _ p w \p w _ u s e r\d 0 4 8 6 7 3 4 \IL M BP 2 -X R -G -B R D R -0 2 .d w g D ra w in g : C a s to , C a it l i n P lo tt e d b y : REW REW AGS AIRPORT INTERNATIONAL WILMINGTON SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 CONSTRUCTION FOR NOT RELEASED 08/09/2024 LEGEND PROPOSED SIGN U-CHANNEL POST EXISTING SIGN NOTES NOT BE SHOWN. 2. SOME EXISTING SIGN REPLACEMENTS MAY GUIDE SIGN DETAILS. 3. SEE WAYFINDING SIGNAGE PLANS FOR WILL BE INSTALLED ON U-CHANNEL POST(S). 4. ALL PROPOSED SIGNS SHOWN ON THIS SHEET LESS THAN 7' APART. d. DOUBLE U-CHANNEL POSTS CAN BE USED LESS GREATER REQUIRE DOUBLE U-CHANNEL. c. SIGN ASSEMBLIES WITH DIMENSION OF 36" OR U-CHANNEL. BUT LESS THAN 24 SF REQUIRE DOUBLE 3 LB b. SIGN ASSEMBLIES GREATER THAN 12 SF REQUIRE SINGLE 3 LB U-CHANNEL. a. SIGN ASSEMBLIES LESS THAN 12 SF 5. NUMBER OF POSTS: DRAWING SPECIFICATIONS. MUTCD AND NCDOT ROADWAY STANDARD SHALL BE LOCATED BY FIELD ENGINEER AND MEET 6. PROPOSED SIGNAGE OFFSETS FROM ROADWAY SIGNS ON 'U' CHANNEL SUPPORTS. d. 904.50 MOUNTING OF TYPE 'D', 'E', AND 'F' MOUNTED SIGNS. c. 904.10 ORIENTATION OF GROUND SUPPORTS. b. 903.10 GROUND MOUNTED SIGN SPACING. a. 901.70 SIGN STRINGING AND SUPPORT 7. NCDOT 2024 STANDARD DRAWINGS: PHASE 1B BID PACKAGE 2 IMPROVEMENTS AND PARKING AIRPORT BOULEVARD CONSTRUCTION. c. EXISTING INFORMATION INCLUDES PH1A FILE RECEIVED FROM ILM CONSULTANT. b. LOT F IS BASED ON OCTOBER 2023 CADD SURVEY. a. JULY 15, 2022 AND JANUARY 12, 2024, 1. EXISTING INFORMATION IS BASED ON: 100% DESIGN P lo tt e d o n : 8 /9 /2 0 2 4 INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N)INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) STORM SEWERMANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E)INV. 12.42 (S)INV. 11.86 (W) STORM SEWER MANHOLERIM 24.32INV. 12.67 (N)INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWER HEADWALL STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWER YARD INLETRIM 22.11INV. 17.98 (E)INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWER MANHOLERIM 24.21INV. 13.27 (E)INV. 13.26 (W) STORM SEWERYARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W) STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W) STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W) STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N)INV. 21.29 (W)INV. 19.71 (E)INV. 18.48 (S) STORM SEWERYARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W) STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W) INV. 15.79 INV. 15.91INV. 15.83 STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S) STORM SEWERCURB INLETRIM 24.50 (EOP)INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP)INV. 13.76 (E) STORM SEWERMANHOLERIM BURIED STORM SEWERMANHOLERIM 23.84INV. 13.35 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S) STORM SEWERYARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W)INV. 19.41 (S) STORM SEWERYARD INLETRIM 27.00 INV. 19.73 (S) INV. 18.99 INV. 19.33 INV. 20.17 INV. 20.99 STORM SEWER MANHOLERIM 25.11INV. 6.52 STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPSTORM SEWER MANHOLERIM 22.71INV. 15.46 (E)INV. 14.39 (S)INV. 14.13 (W) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89 RIP-RAPINV. 18.47 RIP-RAPINV. 22.67INV. 22.90INV. 23.08 INV. 24.19RIP-RAPINV. 23.98 RIP-RAPINV. 22.84 RIP-RAPINV. 26.57 INV. 26.37 INV. 26.36 INV. 25.34 INV. 25.07 INV. 26.89 RIP-RAPINV. 26.34 STORM SEWERYARD INLETRIM 37.90INV. 33.80 (E) OVER)0MANHOLE RIM (PAVED STORM SEWER (S)(N) INV. 13.54 21.20 INV. 13.55 YARD INLET RIM STORM SEWER (S)(N) INV. 13.29 21.60 INV. 13.28 YARD INLET RIM STORM SEWER INV. 11.40 (S)INV. 11.41 (N) MANHOLE RIM 22.36 STORM SEWER INV. 11.89 (S)INV. 11.89 (E) INV. 11.90 (W) INV. 15.17 (N) MANHOLE RIM 22.36 STORM SEWER 12.35 (E)INV. 12.37 (W) INV. RIM 23.28 (EOP) CURB INLET STORM SEWER 12.75 (E)INV. 12.77 (N) INV. RIM 23.31 (EOP) CURB INLET STORM SEWER M OVERHEAD LINE EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT 5' SIDEWALK GRAVELPARKING CONSTRUCTIONTRAILER EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT ASPHALT DRIVE GRAVEL GRAVEL DRIVE GRAVEL DRIVE FENCE SIGN BUILDING BUILDING BOLLARD FFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTWALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 BOLLARD BOLLARD BOLLARDBOLLARD BOLLARD BOLLARDBOLLARD BOLLARD BOLLARD BOLLARDBOLLARD STORM SEWER MANHOLERIM 24.51INV. 15.24 (NW)INV. 13.23 (NE)INV. 13.23 (S) STORM SEWERCURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S)INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S)INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) 25.69 (W)25.92 (E) INV. 26.69 (S) INV. EOP 30.68 INV. CURB INLET STORM SEWER STORM SEWERMANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W) STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W) STOPSIGNSTOPSIGN STOP SIGNSTOP SIGNSTOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN C-5 SIGNC-5 SIGN ELEC.MH. ELEC.VAULT STOP SIGNSTOP SIGN ELEC.METER TELE.MH INFO. SIGNSIGNPARKINGINFO. SIGNSIGNPARKING B-5 SIGNB-5 SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN B-4 SIGNB-4 SIGN C-5 SIGNC-5 SIGN C-4 SIGNC-4 SIGN B-5 SIGNB-5 SIGN INFO. SIGNINFO. SIGN L\P B-5 SIGNB-5 SIGN L\P ELEC. CONDUIT BLOCKFOOTER CONC.HEADWALL CONC.HEADWALL CONC.HEADWALLCONC.FLUME SIGNINFO. SIGNINFO. PED.TRAFFIC SIGNINFO. SIGNINFO.VAULTFIBER VAULTFIBERVAULTSIGNAL MARKERFIBER VAULTFIBERPED.TRAFFIC SIGNPARKINGSIGNPARKING L\P B-4 SIGNB-4 SIGN L\P C-3 SIGNC-3 SIGN B-4 SIGNB-4 SIGN C-4 SIGNC-4 SIGN C-5 SIGNC-5 SIGN B-3 SIGNB-3 SIGN SIGNSTREET SIGNILM LIGHT POLETRAFFIC SIGNSTREET SIGNILM LIGHT POLETRAFFIC L\P INFO. SIGNINFO. SIGN C-4 SIGNC-4 SIGN L\P B-3 SIGNB-3 SIGNB-3 SIGNB-3 SIGN L\P B-4BOREB-4BORE STOP SIGN L\P B-2 SIGNB-2 SIGNC-2 SIGNC-2 SIGN INFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGN L\P ELEC.MH. L\P L\P L\P SIGNINFO.SIGNINFO. C-3 SIGNC-3 SIGNC-3 SIGNC-3 SIGN ELEC.MH.ELEC.PED.ELEC.METER STOP INFO. SIGN INFO. SIGN LIMIT SIGNSPEED LIMIT SIGNSPEED INFO. SIGN INFO. SIGN INFO. SIGNINFO. SIGNSIGNSTREET B-9BORE INFO. SIGN EXIT SIGN LIMIT SIGNSPEED LIMIT SIGNSPEEDSIGN L\P L\P L\P L\P P\P P\P P\P P\P P\P P\P P\P P\P G\WG\W G\WG\W G\WG\W G\W G\WG\W STOP ELEC.VAULT INFO. SIGN INFO. SIGN LIMIT SIGNSPEED LIMIT SIGNSPEED INFO. SIGN INFO. SIGNELEC.VAULT INFO. SIGNINFO. SIGNSIGNSTREETELEC.BOX B-9BORE SWITCHCABINET AT&TVAULT INFO. SIGN EXIT SIGN CONCRETEMARKER AT&TPEDESTAL LIMIT SIGNSPEED TELE.PED.ELEC.MH.TELE.MH TELE.PED. FIBERVAULT ELEC.VAULT ELEC.VAULT ELEC.VAULT LIMIT SIGNSPEEDSIGN ELEC.PANEL ELEC.PED. ELEC.PED. ELEC.PED. ELEC.PED.ELEC.PED. ELEC.VAULT ELEC.PED.ELEC.PANEL TELE.VAULT ELEC.VAULT ELEC.VAULT TELE.VAULTELEC.VAULT W\VENCLOSURE TELE.VAULT ELEC.VAULT ELEC.TRANS. ELEC.TRANS. FENCE FENCE FENCE LIMIT SIGNSPEEDLIMIT SIGNSPEEDPEDESTAL L\P TELE.MH L\P L\P L\P B-1 SIGNB-1 SIGN TELE.MH L\P AT&TPEDESTAL SIGNINFO. ELEC.MH. SIGNINFO.L\P L\P L\P C-1 SIGNC-1 SIGN TELE.MH L\P L\P INFO. SIGN B-5 SIGN INFO. SIGN B-5 SIGN L\P SIGNYIELD SIGNYIELD SIGNYIELD SIGNYIELDVALVESEWERSIGNVAULT L\P B-4 SIGNB-4 SIGN L\P L\P SIGNINFO.SIGNINFO. L\P L\P SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO. L\P SIGNSTREETSIGNYIELDSIGNSTREETSIGNYIELD PANELELEC. L\P L\P L\P L\P SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.VAULTELEC. L\P L\P L\P C-4 SIGNC-4 SIGN B-3 SIGNB-3 SIGN SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO. B-6BOREB-6BORE B-1 SIGNB-1 SIGN B-2 SIGNB-2 SIGN TELE.MH L\P L\P SIGNINFO.SIGNINFO. L\P SIGNINFO.SIGNINFO. L\P L\P C-1 SIGNC-1 SIGN SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO.L\P SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. C-2 SIGNC-2 SIGN C-3 SIGNC-3 SIGN TELE.MH ELEC.MH. L\P L\P B-7BOREB-7BORE L\P L\P L\P L\P L\P L\P L\P B-2BOREB-2BORE L\P L\P L\P L\P SIGNINFO.SIGNINFO. L\PINFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGN L\P L\P L\P L\P SIGNINFO.SIGNINFO. L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P INFO. SIGNINFO. SIGN L\P L\P L\P L\P INFO. SIGNINFO. SIGN L\P L\P L\P INFO. SIGNINFO. SIGN L\P L\P L\P L\P L\P L\PL\P L\P L\P L\P L\P L\PL\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P INFO.SIGNINFO.SIGN SIGNSTOPSIGNSTOPINFO.SIGNINFO.SIGN INFO.SIGN INFO.SIGNINFO.SIGN INFO.SIGN TICKETBOOTH DUCTVAULTFAAMARKER GENERATORPADBACK FLOWPREVENTER WATERMETER L\P RIP-RAP L\P L\P L\P L\P L\P L\P STORM SEWER MANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) TELE.MH INFO. SIGNINFO. SIGN L\P ELEC.MH. L\P L\P L\P GRAVEL L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\PL\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\PL\P L\P L\P L\P L\P SPOIL SPOIL SPOIL L\P SIGNH\CSIGNH\C STORM SEWERCURB INLETEOP 38.96INV. 36.08 (E)INV. 35.90 (W) P\P STORM SEWER MANHOLERIM 41.90INV. 38.91 (S)INV. 37.69 (E)INV. 37.47 (W) STORM SEWER MANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEWER MANHOLERIM 42.01INV. 37.67 (W) INV. 37.62 (S) INV. 37.47 (E) SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKING SPOIL SPOILSPOIL Allegheny Drive KEY MAP 5' S I D E W AL K A IRPO R T B OU LEVA R D A IRPO R T B O U LEVA R D 36'' X 12'' R6-1 L 36'' X 12''R6-1 L 30'' X 30''R5-1 D O N OTENTER ONE W AY 30'' X 30''LEFT LA NE TURN LEFT MUST R3-7 L 30'' X 30''LEFT LANE TURN LEFT MUST R3-7 L W4-3L48'' X 48'' ONE WAY DO N OT ENTER R5-1 30'' X 30'' R1-2 YIELD 4 8 '' x 48 '' x 48 " W4-2 R 48 '' X 48 '' CELL PHONE LOT NORTH MATCHLINE SEE CP-704 M A T C H L I N E S E E C P - 7 0 1 (SHEET 2 OF 5) CP-702 SIGNING ROADWAY PROPOSED FENCE E M E R G E N C Y A C C E S S R O A D LOT B LOT A STOP R1-1 M.P.H . 15 W 1- 2 L 4 8 '' X 4 8 '' 2 4 '' X 2 4 '' W 13 - 1 SPEED 15 LIMIT R2-1 24'' X 30'' 36" X 36" NO PARKING TIME ANY 24'' X 30'' R7-4 NO PARKING TIME ANY R7-4 12'' X 18'' STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S) STORM SEWERYARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWERYARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S) STORM SEWERYARD INLETRIM 20.75INV. 7.37 (E)STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) (S)(N) INV. 14.63 20.65 INV. 15.26 YARD INLET RIM STORM SEWER STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) STORM SEWERCURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W) STORM SEWERCURB INLETEOP 3302INV. 30.71 (E) 22.19 (N)INV. 22.47 (E) EOP 27.90 INV. CURB INLET STORM SEWER INV. 15.54 (S)19.46 YARD INLET RIM STORM SEWER STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N)INV. 17.22 (E)INV. 17.20 (S) GRAVEL STORM SEWERMANHOLERIM 29.28INV. 16.89 (W) (S)(N) INV. 19.46 21.79 INV. 19.48 YARD INLET RIM STORM SEWER STOP SIGNSTOP SIGN SIGNPARKINGSIGNPARKINGPED.BELLSOUTH INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGN L\P SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. L\P 05 INV. 20.37 BOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARD SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS 50073* *F-0493 * C-28 North Carolina License Nos. 704-752-0610 FAX 704-949-2672 Charlotte, NC 28203 1520 South Blvd., Suite 200 RS&H Architects-Engineers-Planners, Inc. NO.DESCRIPTION DATE CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED LOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION. RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE C :\ p w _ w o rk \rs h _ p w \p w _ u s e r\d 0 4 8 6 7 3 4 \IL M BP 2 -X R -G -B R D R -0 2 .d w g D ra w in g : C a s to , C a it l i n P lo tt e d b y : REW REW AGS AIRPORT INTERNATIONAL WILMINGTON SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 CONSTRUCTION FOR NOT RELEASED 08/09/2024 LEGEND PROPOSED SIGN U-CHANNEL POST EXISTING SIGN NOTES NOT BE SHOWN. 2. SOME EXISTING SIGN REPLACEMENTS MAY GUIDE SIGN DETAILS. 3. SEE WAYFINDING SIGNAGE PLANS FOR WILL BE INSTALLED ON U-CHANNEL POST(S). 4. ALL PROPOSED SIGNS SHOWN ON THIS SHEET LESS THAN 7' APART. d. DOUBLE U-CHANNEL POSTS CAN BE USED LESS GREATER REQUIRE DOUBLE U-CHANNEL. c. SIGN ASSEMBLIES WITH DIMENSION OF 36" OR U-CHANNEL. BUT LESS THAN 24 SF REQUIRE DOUBLE 3 LB b. SIGN ASSEMBLIES GREATER THAN 12 SF REQUIRE SINGLE 3 LB U-CHANNEL. a. SIGN ASSEMBLIES LESS THAN 12 SF 5. NUMBER OF POSTS: DRAWING SPECIFICATIONS. MUTCD AND NCDOT ROADWAY STANDARD SHALL BE LOCATED BY FIELD ENGINEER AND MEET 6. PROPOSED SIGNAGE OFFSETS FROM ROADWAY SIGNS ON 'U' CHANNEL SUPPORTS. d. 904.50 MOUNTING OF TYPE 'D', 'E', AND 'F' MOUNTED SIGNS. c. 904.10 ORIENTATION OF GROUND SUPPORTS. b. 903.10 GROUND MOUNTED SIGN SPACING. a. 901.70 SIGN STRINGING AND SUPPORT 7. NCDOT 2024 STANDARD DRAWINGS: PHASE 1B BID PACKAGE 2 IMPROVEMENTS AND PARKING AIRPORT BOULEVARD CONSTRUCTION. c. EXISTING INFORMATION INCLUDES PH1A FILE RECEIVED FROM ILM CONSULTANT. b. LOT F IS BASED ON OCTOBER 2023 CADD SURVEY. a. JULY 15, 2022 AND JANUARY 12, 2024, 1. EXISTING INFORMATION IS BASED ON: 100% DESIGN P lo tt e d o n : 8 /9 /2 0 2 4 INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N)INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) STORM SEWERMANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E)INV. 12.42 (S)INV. 11.86 (W) STORM SEWER MANHOLERIM 24.32INV. 12.67 (N)INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWER HEADWALL STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWER YARD INLETRIM 22.11INV. 17.98 (E)INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWER MANHOLERIM 24.21INV. 13.27 (E)INV. 13.26 (W) STORM SEWERYARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W) STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W) STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W) STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N)INV. 21.29 (W)INV. 19.71 (E)INV. 18.48 (S) STORM SEWERYARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W) STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W) INV. 15.79 INV. 15.91INV. 15.83 STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S) STORM SEWERCURB INLETRIM 24.50 (EOP)INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP)INV. 13.76 (E) STORM SEWERMANHOLERIM BURIED STORM SEWERMANHOLERIM 23.84INV. 13.35 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S) STORM SEWERYARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W)INV. 19.41 (S) STORM SEWERYARD INLETRIM 27.00 INV. 19.73 (S) INV. 18.99 INV. 19.33 INV. 20.17 INV. 20.99 STORM SEWER MANHOLERIM 25.11INV. 6.52 STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPSTORM SEWER MANHOLERIM 22.71INV. 15.46 (E)INV. 14.39 (S)INV. 14.13 (W) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89 RIP-RAPINV. 18.47 RIP-RAPINV. 22.67INV. 22.90INV. 23.08 INV. 24.19RIP-RAPINV. 23.98 RIP-RAPINV. 22.84 RIP-RAPINV. 26.57 INV. 26.37 INV. 26.36 INV. 25.34 INV. 25.07 INV. 26.89 RIP-RAPINV. 26.34 STORM SEWERYARD INLETRIM 37.90INV. 33.80 (E) OVER)0MANHOLE RIM (PAVED STORM SEWER (S)(N) INV. 13.54 21.20 INV. 13.55 YARD INLET RIM STORM SEWER (S)(N) INV. 13.29 21.60 INV. 13.28 YARD INLET RIM STORM SEWER INV. 11.40 (S)INV. 11.41 (N) MANHOLE RIM 22.36 STORM SEWER INV. 11.89 (S)INV. 11.89 (E) INV. 11.90 (W) INV. 15.17 (N) MANHOLE RIM 22.36 STORM SEWER 12.35 (E)INV. 12.37 (W) INV. RIM 23.28 (EOP) CURB INLET STORM SEWER 12.75 (E)INV. 12.77 (N) INV. RIM 23.31 (EOP) CURB INLET STORM SEWER M OVERHEAD LINE EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT 5' SIDEWALK GRAVELPARKING CONSTRUCTIONTRAILER EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT ASPHALT DRIVE GRAVEL GRAVEL DRIVE GRAVEL DRIVE FENCE SIGN BUILDING BUILDING BOLLARD FFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTWALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 BOLLARD BOLLARD BOLLARDBOLLARD BOLLARD BOLLARDBOLLARD BOLLARD BOLLARD BOLLARDBOLLARD STORM SEWER MANHOLERIM 24.51INV. 15.24 (NW)INV. 13.23 (NE)INV. 13.23 (S) STORM SEWERCURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S)INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S)INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) 25.69 (W)25.92 (E) INV. 26.69 (S) INV. EOP 30.68 INV. CURB INLET STORM SEWER STORM SEWERMANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W) STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W) STOPSIGNSTOPSIGN STOP SIGNSTOP SIGNSTOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN C-5 SIGNC-5 SIGN ELEC.MH. ELEC.VAULT STOP SIGNSTOP SIGN ELEC.METER TELE.MH INFO. SIGNSIGNPARKINGINFO. SIGNSIGNPARKING B-5 SIGNB-5 SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN B-4 SIGNB-4 SIGN C-5 SIGNC-5 SIGN C-4 SIGNC-4 SIGN B-5 SIGNB-5 SIGN INFO. SIGNINFO. SIGN L\P B-5 SIGNB-5 SIGN L\P ELEC. CONDUIT BLOCKFOOTER CONC.HEADWALL CONC.HEADWALL CONC.HEADWALLCONC.FLUME SIGNINFO. SIGNINFO. PED.TRAFFIC SIGNINFO. SIGNINFO.VAULTFIBER VAULTFIBERVAULTSIGNAL MARKERFIBER VAULTFIBERPED.TRAFFIC SIGNPARKINGSIGNPARKING L\P B-4 SIGNB-4 SIGN L\P C-3 SIGNC-3 SIGN B-4 SIGNB-4 SIGN C-4 SIGNC-4 SIGN C-5 SIGNC-5 SIGN B-3 SIGNB-3 SIGN SIGNSTREET SIGNILM LIGHT POLETRAFFIC SIGNSTREET SIGNILM LIGHT POLETRAFFIC L\P INFO. SIGNINFO. SIGN C-4 SIGNC-4 SIGN L\P B-3 SIGNB-3 SIGNB-3 SIGNB-3 SIGN L\P B-4BOREB-4BORE STOP SIGN L\P B-2 SIGNB-2 SIGNC-2 SIGNC-2 SIGN INFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGN L\P ELEC.MH. L\P L\P L\P SIGNINFO.SIGNINFO. C-3 SIGNC-3 SIGNC-3 SIGNC-3 SIGN ELEC.MH.ELEC.PED.ELEC.METER STOP INFO. SIGN INFO. SIGN LIMIT SIGNSPEED LIMIT SIGNSPEED INFO. SIGN INFO. SIGN INFO. SIGNINFO. SIGNSIGNSTREET B-9BORE INFO. SIGN EXIT SIGN LIMIT SIGNSPEED LIMIT SIGNSPEEDSIGN L\P L\P L\P L\P P\P P\P P\P P\P P\P P\P P\P P\P G\WG\W G\WG\W G\WG\W G\W G\WG\W STOP ELEC.VAULT INFO. SIGN INFO. SIGN LIMIT SIGNSPEED LIMIT SIGNSPEED INFO. SIGN INFO. SIGNELEC.VAULT INFO. SIGNINFO. SIGNSIGNSTREETELEC.BOX B-9BORE SWITCHCABINET AT&TVAULT INFO. SIGN EXIT SIGN CONCRETEMARKER AT&TPEDESTAL LIMIT SIGNSPEED TELE.PED.ELEC.MH.TELE.MH TELE.PED. FIBERVAULT ELEC.VAULT ELEC.VAULT ELEC.VAULT LIMIT SIGNSPEEDSIGN ELEC.PANEL ELEC.PED. ELEC.PED. ELEC.PED. ELEC.PED.ELEC.PED. ELEC.VAULT ELEC.PED.ELEC.PANEL TELE.VAULT ELEC.VAULT ELEC.VAULT TELE.VAULTELEC.VAULT W\VENCLOSURE TELE.VAULT ELEC.VAULT ELEC.TRANS. ELEC.TRANS. FENCE FENCE FENCE LIMIT SIGNSPEEDLIMIT SIGNSPEEDPEDESTAL L\P TELE.MH L\P L\P L\P B-1 SIGNB-1 SIGN TELE.MH L\P AT&TPEDESTAL SIGNINFO. ELEC.MH. SIGNINFO.L\P L\P L\P C-1 SIGNC-1 SIGN TELE.MH L\P L\P INFO. SIGN B-5 SIGN INFO. SIGN B-5 SIGN L\P SIGNYIELD SIGNYIELD SIGNYIELD SIGNYIELDVALVESEWERSIGNVAULT L\P B-4 SIGNB-4 SIGN L\P L\P SIGNINFO.SIGNINFO. L\P L\P SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO. L\P SIGNSTREETSIGNYIELDSIGNSTREETSIGNYIELD PANELELEC. L\P L\P L\P L\P SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.VAULTELEC. L\P L\P L\P C-4 SIGNC-4 SIGN B-3 SIGNB-3 SIGN SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO. B-6BOREB-6BORE B-1 SIGNB-1 SIGN B-2 SIGNB-2 SIGN TELE.MH L\P L\P SIGNINFO.SIGNINFO. L\P SIGNINFO.SIGNINFO. L\P L\P C-1 SIGNC-1 SIGN SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO.L\P SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. C-2 SIGNC-2 SIGN C-3 SIGNC-3 SIGN TELE.MH ELEC.MH. L\P L\P B-7BOREB-7BORE L\P L\P L\P L\P L\P L\P L\P B-2BOREB-2BORE L\P L\P L\P L\P SIGNINFO.SIGNINFO. L\PINFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGN L\P L\P L\P L\P SIGNINFO.SIGNINFO. L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P INFO. SIGNINFO. SIGN L\P L\P L\P L\P INFO. SIGNINFO. SIGN L\P L\P L\P INFO. SIGNINFO. SIGN L\P L\P L\P L\P L\P L\PL\P L\P L\P L\P L\P L\PL\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P INFO.SIGNINFO.SIGN SIGNSTOPSIGNSTOPINFO.SIGNINFO.SIGN INFO.SIGN INFO.SIGNINFO.SIGN INFO.SIGN TICKETBOOTH DUCTVAULTFAAMARKER GENERATORPADBACK FLOWPREVENTER WATERMETER L\P RIP-RAP L\P L\P L\P L\P L\P L\P STORM SEWER MANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) TELE.MH INFO. SIGNINFO. SIGN L\P ELEC.MH. L\P L\P L\P GRAVEL L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\PL\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\PL\P L\P L\P L\P L\P SPOIL SPOIL SPOIL L\P SIGNH\CSIGNH\C STORM SEWERCURB INLETEOP 38.96INV. 36.08 (E)INV. 35.90 (W) P\P STORM SEWER MANHOLERIM 41.90INV. 38.91 (S)INV. 37.69 (E)INV. 37.47 (W) STORM SEWER MANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEWER MANHOLERIM 42.01INV. 37.67 (W) INV. 37.62 (S) INV. 37.47 (E) SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKING SPOIL SPOILSPOIL Allegheny Drive KEY MAP NORTH M A T C H L I N E S E E C P -7 0 4 MATCHLINE SEE CP-705 MATCHLINE SEE CP-701 (SHEET 3 OF 5) CP-703 SIGNING ROADWAY PROPOSED LOT F AI R P O R T B L V D HEW LETT DRIVE B-4BOREB-4BORE B-9BOREB-9BORE B-6BOREB-6BORE B-7BOREB-7BORE W4-2L 48'' X 48'' AIRPORT BLVD STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S) STORM SEWERYARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWERYARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S) STORM SEWERYARD INLETRIM 20.75INV. 7.37 (E)STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) (S)(N) INV. 14.63 20.65 INV. 15.26 YARD INLET RIM STORM SEWER STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) STORM SEWERCURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W) STORM SEWERCURB INLETEOP 3302INV. 30.71 (E) 22.19 (N)INV. 22.47 (E) EOP 27.90 INV. CURB INLET STORM SEWER INV. 15.54 (S)19.46 YARD INLET RIM STORM SEWER STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N)INV. 17.22 (E)INV. 17.20 (S) GRAVEL STORM SEWERMANHOLERIM 29.28INV. 16.89 (W) (S)(N) INV. 19.46 21.79 INV. 19.48 YARD INLET RIM STORM SEWER STOP SIGNSTOP SIGN SIGNPARKINGSIGNPARKINGPED.BELLSOUTH INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGN L\P SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. L\P 05 INV. 20.37 BOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARD SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS 50073* *F-0493 * C-28 North Carolina License Nos. 704-752-0610 FAX 704-949-2672 Charlotte, NC 28203 1520 South Blvd., Suite 200 RS&H Architects-Engineers-Planners, Inc. NO.DESCRIPTION DATE CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED LOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION. RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE C :\ p w _ w o rk \rs h _ p w \p w _ u s e r\d 0 4 8 6 7 3 4 \IL M BP 2 -X R -G -B R D R -0 2 .d w g D ra w in g : C a s to , C a it l i n P lo tt e d b y : REW REW AGS AIRPORT INTERNATIONAL WILMINGTON SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 CONSTRUCTION FOR NOT RELEASED 08/09/2024 LEGEND PROPOSED SIGN U-CHANNEL POST EXISTING SIGN NOTES NOT BE SHOWN. 2. SOME EXISTING SIGN REPLACEMENTS MAY GUIDE SIGN DETAILS. 3. SEE WAYFINDING SIGNAGE PLANS FOR WILL BE INSTALLED ON U-CHANNEL POST(S). 4. ALL PROPOSED SIGNS SHOWN ON THIS SHEET LESS THAN 7' APART. d. DOUBLE U-CHANNEL POSTS CAN BE USED LESS GREATER REQUIRE DOUBLE U-CHANNEL. c. SIGN ASSEMBLIES WITH DIMENSION OF 36" OR U-CHANNEL. BUT LESS THAN 24 SF REQUIRE DOUBLE 3 LB b. SIGN ASSEMBLIES GREATER THAN 12 SF REQUIRE SINGLE 3 LB U-CHANNEL. a. SIGN ASSEMBLIES LESS THAN 12 SF 5. NUMBER OF POSTS: DRAWING SPECIFICATIONS. MUTCD AND NCDOT ROADWAY STANDARD SHALL BE LOCATED BY FIELD ENGINEER AND MEET 6. PROPOSED SIGNAGE OFFSETS FROM ROADWAY SIGNS ON 'U' CHANNEL SUPPORTS. d. 904.50 MOUNTING OF TYPE 'D', 'E', AND 'F' MOUNTED SIGNS. c. 904.10 ORIENTATION OF GROUND SUPPORTS. b. 903.10 GROUND MOUNTED SIGN SPACING. a. 901.70 SIGN STRINGING AND SUPPORT 7. NCDOT 2024 STANDARD DRAWINGS: PHASE 1B BID PACKAGE 2 IMPROVEMENTS AND PARKING AIRPORT BOULEVARD CONSTRUCTION. c. EXISTING INFORMATION INCLUDES PH1A FILE RECEIVED FROM ILM CONSULTANT. b. LOT F IS BASED ON OCTOBER 2023 CADD SURVEY. a. JULY 15, 2022 AND JANUARY 12, 2024, 1. EXISTING INFORMATION IS BASED ON: 100% DESIGN P lo tt e d o n : 8 /9 /2 0 2 4 INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N)INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) STORM SEWERMANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E)INV. 12.42 (S)INV. 11.86 (W) STORM SEWER MANHOLERIM 24.32INV. 12.67 (N)INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWER HEADWALL STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWER YARD INLETRIM 22.11INV. 17.98 (E)INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWER MANHOLERIM 24.21INV. 13.27 (E)INV. 13.26 (W) STORM SEWERYARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W) STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W) STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W) STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N)INV. 21.29 (W)INV. 19.71 (E)INV. 18.48 (S) STORM SEWERYARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W) STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W) INV. 15.79 INV. 15.91INV. 15.83 STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S) STORM SEWERCURB INLETRIM 24.50 (EOP)INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP)INV. 13.76 (E) STORM SEWERMANHOLERIM BURIED STORM SEWERMANHOLERIM 23.84INV. 13.35 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S) STORM SEWERYARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W)INV. 19.41 (S) STORM SEWERYARD INLETRIM 27.00 INV. 19.73 (S) INV. 18.99 INV. 19.33 INV. 20.17 INV. 20.99 STORM SEWER MANHOLERIM 25.11INV. 6.52 STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPSTORM SEWER MANHOLERIM 22.71INV. 15.46 (E)INV. 14.39 (S)INV. 14.13 (W) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89 RIP-RAPINV. 18.47 RIP-RAPINV. 22.67INV. 22.90INV. 23.08 INV. 24.19RIP-RAPINV. 23.98 RIP-RAPINV. 22.84 RIP-RAPINV. 26.57 INV. 26.37 INV. 26.36 INV. 25.34 INV. 25.07 INV. 26.89 RIP-RAPINV. 26.34 STORM SEWERYARD INLETRIM 37.90INV. 33.80 (E) OVER)0MANHOLE RIM (PAVED STORM SEWER (S)(N) INV. 13.54 21.20 INV. 13.55 YARD INLET RIM STORM SEWER (S)(N) INV. 13.29 21.60 INV. 13.28 YARD INLET RIM STORM SEWER INV. 11.40 (S)INV. 11.41 (N) MANHOLE RIM 22.36 STORM SEWER INV. 11.89 (S)INV. 11.89 (E) INV. 11.90 (W) INV. 15.17 (N) MANHOLE RIM 22.36 STORM SEWER 12.35 (E)INV. 12.37 (W) INV. RIM 23.28 (EOP) CURB INLET STORM SEWER 12.75 (E)INV. 12.77 (N) INV. RIM 23.31 (EOP) CURB INLET STORM SEWER M OVERHEAD LINE EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT 5' SIDEWALK GRAVELPARKING CONSTRUCTIONTRAILER EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT ASPHALT DRIVE GRAVEL GRAVEL DRIVE GRAVEL DRIVE FENCE SIGN BUILDING BUILDING BOLLARD FFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTWALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 BOLLARD BOLLARD BOLLARDBOLLARD BOLLARD BOLLARDBOLLARD BOLLARD BOLLARD BOLLARDBOLLARD STORM SEWER MANHOLERIM 24.51INV. 15.24 (NW)INV. 13.23 (NE)INV. 13.23 (S) STORM SEWERCURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S)INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S)INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) 25.69 (W)25.92 (E) INV. 26.69 (S) INV. EOP 30.68 INV. CURB INLET STORM SEWER STORM SEWERMANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W) STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W) STOPSIGNSTOPSIGN STOP SIGNSTOP SIGNSTOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN C-5 SIGNC-5 SIGN ELEC.MH. ELEC.VAULT STOP SIGNSTOP SIGN ELEC.METER TELE.MH INFO. SIGNSIGNPARKINGINFO. SIGNSIGNPARKING B-5 SIGNB-5 SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN B-4 SIGNB-4 SIGN C-5 SIGNC-5 SIGN C-4 SIGNC-4 SIGN B-5 SIGNB-5 SIGN INFO. SIGNINFO. SIGN L\P B-5 SIGNB-5 SIGN L\P ELEC. CONDUIT BLOCKFOOTER CONC.HEADWALL CONC.HEADWALL CONC.HEADWALLCONC.FLUME SIGNINFO. SIGNINFO. PED.TRAFFIC SIGNINFO. SIGNINFO.VAULTFIBER VAULTFIBERVAULTSIGNAL MARKERFIBER VAULTFIBERPED.TRAFFIC SIGNPARKINGSIGNPARKING L\P B-4 SIGNB-4 SIGN L\P C-3 SIGNC-3 SIGN B-4 SIGNB-4 SIGN C-4 SIGNC-4 SIGN C-5 SIGNC-5 SIGN B-3 SIGNB-3 SIGN SIGNSTREET SIGNILM LIGHT POLETRAFFIC SIGNSTREET SIGNILM LIGHT POLETRAFFIC L\P INFO. SIGNINFO. SIGN C-4 SIGNC-4 SIGN L\P B-3 SIGNB-3 SIGNB-3 SIGNB-3 SIGN L\P B-4BOREB-4BORE STOP SIGN L\P B-2 SIGNB-2 SIGNC-2 SIGNC-2 SIGN INFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGN L\P ELEC.MH. L\P L\P L\P SIGNINFO.SIGNINFO. C-3 SIGNC-3 SIGNC-3 SIGNC-3 SIGN ELEC.MH.ELEC.PED.ELEC.METER STOP INFO. SIGN INFO. SIGN LIMIT SIGNSPEED LIMIT SIGNSPEED INFO. SIGN INFO. SIGN INFO. SIGNINFO. SIGNSIGNSTREET B-9BORE INFO. SIGN EXIT SIGN LIMIT SIGNSPEED LIMIT SIGNSPEEDSIGN L\P L\P L\P L\P P\P P\P P\P P\P P\P P\P P\P P\P G\WG\W G\WG\W G\WG\W G\W G\WG\W STOP ELEC.VAULT INFO. SIGN INFO. SIGN LIMIT SIGNSPEED LIMIT SIGNSPEED INFO. SIGN INFO. SIGNELEC.VAULT INFO. SIGNINFO. SIGNSIGNSTREETELEC.BOX B-9BORE SWITCHCABINET AT&TVAULT INFO. SIGN EXIT SIGN CONCRETEMARKER AT&TPEDESTAL LIMIT SIGNSPEED TELE.PED.ELEC.MH.TELE.MH TELE.PED. FIBERVAULT ELEC.VAULT ELEC.VAULT ELEC.VAULT LIMIT SIGNSPEEDSIGN ELEC.PANEL ELEC.PED. ELEC.PED. ELEC.PED. ELEC.PED.ELEC.PED. ELEC.VAULT ELEC.PED.ELEC.PANEL TELE.VAULT ELEC.VAULT ELEC.VAULT TELE.VAULTELEC.VAULT W\VENCLOSURE TELE.VAULT ELEC.VAULT ELEC.TRANS. ELEC.TRANS. FENCE FENCE FENCE LIMIT SIGNSPEEDLIMIT SIGNSPEEDPEDESTAL L\P TELE.MH L\P L\P L\P B-1 SIGNB-1 SIGN TELE.MH L\P AT&TPEDESTAL SIGNINFO. ELEC.MH. SIGNINFO.L\P L\P L\P C-1 SIGNC-1 SIGN TELE.MH L\P L\P INFO. SIGN B-5 SIGN INFO. SIGN B-5 SIGN L\P SIGNYIELD SIGNYIELD SIGNYIELD SIGNYIELDVALVESEWERSIGNVAULT L\P B-4 SIGNB-4 SIGN L\P L\P SIGNINFO.SIGNINFO. L\P L\P SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO. L\P SIGNSTREETSIGNYIELDSIGNSTREETSIGNYIELD PANELELEC. L\P L\P L\P L\P SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.VAULTELEC. L\P L\P L\P C-4 SIGNC-4 SIGN B-3 SIGNB-3 SIGN SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO. B-6BOREB-6BORE B-1 SIGNB-1 SIGN B-2 SIGNB-2 SIGN TELE.MH L\P L\P SIGNINFO.SIGNINFO. L\P SIGNINFO.SIGNINFO. L\P L\P C-1 SIGNC-1 SIGN SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO.L\P SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. C-2 SIGNC-2 SIGN C-3 SIGNC-3 SIGN TELE.MH ELEC.MH. L\P L\P B-7BOREB-7BORE L\P L\P L\P L\P L\P L\P L\P B-2BOREB-2BORE L\P L\P L\P L\P SIGNINFO.SIGNINFO. L\PINFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGN L\P L\P L\P L\P SIGNINFO.SIGNINFO. L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P INFO. SIGNINFO. SIGN L\P L\P L\P L\P INFO. SIGNINFO. SIGN L\P L\P L\P INFO. SIGNINFO. SIGN L\P L\P L\P L\P L\P L\PL\P L\P L\P L\P L\P L\PL\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P INFO.SIGNINFO.SIGN SIGNSTOPSIGNSTOPINFO.SIGNINFO.SIGN INFO.SIGN INFO.SIGNINFO.SIGN INFO.SIGN TICKETBOOTH DUCTVAULTFAAMARKER GENERATORPADBACK FLOWPREVENTER WATERMETER L\P RIP-RAP L\P L\P L\P L\P L\P L\P STORM SEWER MANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) TELE.MH INFO. SIGNINFO. SIGN L\P ELEC.MH. L\P L\P L\P GRAVEL L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\PL\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\PL\P L\P L\P L\P L\P SPOIL SPOIL SPOIL L\P SIGNH\CSIGNH\C STORM SEWERCURB INLETEOP 38.96INV. 36.08 (E)INV. 35.90 (W) P\P STORM SEWER MANHOLERIM 41.90INV. 38.91 (S)INV. 37.69 (E)INV. 37.47 (W) STORM SEWER MANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEWER MANHOLERIM 42.01INV. 37.67 (W) INV. 37.62 (S) INV. 37.47 (E) SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKING SPOIL SPOILSPOIL Allegheny Drive KEY MAP NORTH M A T C H L I N E S E E C P -7 0 3 MATCHLINE SEE CP-705 MATCHLINE SEE CP-702 (SHEET 4 OF 5) CP-704 SIGNING ROADWAY PROPOSED CURB LINE CURB LINE T E R M IN A L LOT D LOT C AIRPORT BOULEVARD E M E R G E N C Y A C C E S S R O A D FENC E SPEED 15 LIMIT R2-1 24'' X 30'' 36'' X 36'' W11-2 36'' X 36'' W11-2 NO PARKING TIME ANY R7-4 NO PARKING TIME ANY R7-4 12'' X 18'' 12'' X 18'' M.P.H.24'' X 24'' IN T E R IM T E R M IN A L C U R B F R O N T STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S) STORM SEWERYARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWERYARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S) STORM SEWERYARD INLETRIM 20.75INV. 7.37 (E)STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) (S)(N) INV. 14.63 20.65 INV. 15.26 YARD INLET RIM STORM SEWER STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) STORM SEWERCURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W) STORM SEWERCURB INLETEOP 3302INV. 30.71 (E) 22.19 (N)INV. 22.47 (E) EOP 27.90 INV. CURB INLET STORM SEWER INV. 15.54 (S)19.46 YARD INLET RIM STORM SEWER STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N)INV. 17.22 (E)INV. 17.20 (S) GRAVEL STORM SEWERMANHOLERIM 29.28INV. 16.89 (W) (S)(N) INV. 19.46 21.79 INV. 19.48 YARD INLET RIM STORM SEWER STOP SIGNSTOP SIGN SIGNPARKINGSIGNPARKINGPED.BELLSOUTH INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGN L\P SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. L\P 05 INV. 20.37 BOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARD SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS 50073* *F-0493 * C-28 North Carolina License Nos. 704-752-0610 FAX 704-949-2672 Charlotte, NC 28203 1520 South Blvd., Suite 200 RS&H Architects-Engineers-Planners, Inc. NO.DESCRIPTION DATE CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED LOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION. RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE C :\ p w _ w o rk \rs h _ p w \p w _ u s e r\d 0 4 8 6 7 3 4 \IL M BP 2 -X R -G -B R D R -0 2 .d w g D ra w in g : C a s to , C a it l i n P lo tt e d b y : REW REW AGS AIRPORT INTERNATIONAL WILMINGTON SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 CONSTRUCTION FOR NOT RELEASED 08/09/2024 LEGEND PROPOSED SIGN U-CHANNEL POST EXISTING SIGN NOTES NOT BE SHOWN. 2. SOME EXISTING SIGN REPLACEMENTS MAY GUIDE SIGN DETAILS. 3. SEE WAYFINDING SIGNAGE PLANS FOR WILL BE INSTALLED ON U-CHANNEL POST(S). 4. ALL PROPOSED SIGNS SHOWN ON THIS SHEET LESS THAN 7' APART. d. DOUBLE U-CHANNEL POSTS CAN BE USED LESS GREATER REQUIRE DOUBLE U-CHANNEL. c. SIGN ASSEMBLIES WITH DIMENSION OF 36" OR U-CHANNEL. BUT LESS THAN 24 SF REQUIRE DOUBLE 3 LB b. SIGN ASSEMBLIES GREATER THAN 12 SF REQUIRE SINGLE 3 LB U-CHANNEL. a. SIGN ASSEMBLIES LESS THAN 12 SF 5. NUMBER OF POSTS: DRAWING SPECIFICATIONS. MUTCD AND NCDOT ROADWAY STANDARD SHALL BE LOCATED BY FIELD ENGINEER AND MEET 6. PROPOSED SIGNAGE OFFSETS FROM ROADWAY SIGNS ON 'U' CHANNEL SUPPORTS. d. 904.50 MOUNTING OF TYPE 'D', 'E', AND 'F' MOUNTED SIGNS. c. 904.10 ORIENTATION OF GROUND SUPPORTS. b. 903.10 GROUND MOUNTED SIGN SPACING. a. 901.70 SIGN STRINGING AND SUPPORT 7. NCDOT 2024 STANDARD DRAWINGS: PHASE 1B BID PACKAGE 2 IMPROVEMENTS AND PARKING AIRPORT BOULEVARD CONSTRUCTION. c. EXISTING INFORMATION INCLUDES PH1A FILE RECEIVED FROM ILM CONSULTANT. b. LOT F IS BASED ON OCTOBER 2023 CADD SURVEY. a. JULY 15, 2022 AND JANUARY 12, 2024, 1. EXISTING INFORMATION IS BASED ON: 100% DESIGN P lo tt e d o n : 8 /9 /2 0 2 4 INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N)INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) STORM SEWERMANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E)INV. 12.42 (S)INV. 11.86 (W) STORM SEWER MANHOLERIM 24.32INV. 12.67 (N)INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWER HEADWALL STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWER YARD INLETRIM 22.11INV. 17.98 (E)INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWER MANHOLERIM 24.21INV. 13.27 (E)INV. 13.26 (W) STORM SEWERYARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W) STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W) STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W) STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N)INV. 21.29 (W)INV. 19.71 (E)INV. 18.48 (S) STORM SEWERYARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W) STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W) INV. 15.79 INV. 15.91INV. 15.83 STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S) STORM SEWERCURB INLETRIM 24.50 (EOP)INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP)INV. 13.76 (E) STORM SEWERMANHOLERIM BURIED STORM SEWERMANHOLERIM 23.84INV. 13.35 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S) STORM SEWERYARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W)INV. 19.41 (S) STORM SEWERYARD INLETRIM 27.00 INV. 19.73 (S) INV. 18.99 INV. 19.33 INV. 20.17 INV. 20.99 STORM SEWER MANHOLERIM 25.11INV. 6.52 STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPSTORM SEWER MANHOLERIM 22.71INV. 15.46 (E)INV. 14.39 (S)INV. 14.13 (W) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89 RIP-RAPINV. 18.47 RIP-RAPINV. 22.67INV. 22.90INV. 23.08 INV. 24.19RIP-RAPINV. 23.98 RIP-RAPINV. 22.84 RIP-RAPINV. 26.57 INV. 26.37 INV. 26.36 INV. 25.34 INV. 25.07 INV. 26.89 RIP-RAPINV. 26.34 STORM SEWERYARD INLETRIM 37.90INV. 33.80 (E) OVER)0MANHOLE RIM (PAVED STORM SEWER (S)(N) INV. 13.54 21.20 INV. 13.55 YARD INLET RIM STORM SEWER (S)(N) INV. 13.29 21.60 INV. 13.28 YARD INLET RIM STORM SEWER INV. 11.40 (S)INV. 11.41 (N) MANHOLE RIM 22.36 STORM SEWER INV. 11.89 (S)INV. 11.89 (E) INV. 11.90 (W) INV. 15.17 (N) MANHOLE RIM 22.36 STORM SEWER 12.35 (E)INV. 12.37 (W) INV. RIM 23.28 (EOP) CURB INLET STORM SEWER 12.75 (E)INV. 12.77 (N) INV. RIM 23.31 (EOP) CURB INLET STORM SEWER M OVERHEAD LINE EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT 5' SIDEWALK GRAVELPARKING CONSTRUCTIONTRAILER EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT ASPHALT DRIVE GRAVEL GRAVEL DRIVE GRAVEL DRIVE FENCE SIGN BUILDING BUILDING BOLLARD FFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTWALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 BOLLARD BOLLARD BOLLARDBOLLARD BOLLARD BOLLARDBOLLARD BOLLARD BOLLARD BOLLARDBOLLARD STORM SEWER MANHOLERIM 24.51INV. 15.24 (NW)INV. 13.23 (NE)INV. 13.23 (S) STORM SEWERCURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S)INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S)INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) 25.69 (W)25.92 (E) INV. 26.69 (S) INV. EOP 30.68 INV. CURB INLET STORM SEWER STORM SEWERMANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W) STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W) STOPSIGNSTOPSIGN STOP SIGNSTOP SIGNSTOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN C-5 SIGNC-5 SIGN ELEC.MH. ELEC.VAULT STOP SIGNSTOP SIGN ELEC.METER TELE.MH INFO. SIGNSIGNPARKINGINFO. SIGNSIGNPARKING B-5 SIGNB-5 SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN B-4 SIGNB-4 SIGN C-5 SIGNC-5 SIGN C-4 SIGNC-4 SIGN B-5 SIGNB-5 SIGN INFO. SIGNINFO. SIGN L\P B-5 SIGNB-5 SIGN L\P ELEC. CONDUIT BLOCKFOOTER CONC.HEADWALL CONC.HEADWALL CONC.HEADWALLCONC.FLUME SIGNINFO. SIGNINFO. PED.TRAFFIC SIGNINFO. SIGNINFO.VAULTFIBER VAULTFIBERVAULTSIGNAL MARKERFIBER VAULTFIBERPED.TRAFFIC SIGNPARKINGSIGNPARKING L\P B-4 SIGNB-4 SIGN L\P C-3 SIGNC-3 SIGN B-4 SIGNB-4 SIGN C-4 SIGNC-4 SIGN C-5 SIGNC-5 SIGN B-3 SIGNB-3 SIGN SIGNSTREET SIGNILM LIGHT POLETRAFFIC SIGNSTREET SIGNILM LIGHT POLETRAFFIC L\P INFO. SIGNINFO. SIGN C-4 SIGNC-4 SIGN L\P B-3 SIGNB-3 SIGNB-3 SIGNB-3 SIGN L\P B-4BOREB-4BORE STOP SIGN L\P B-2 SIGNB-2 SIGNC-2 SIGNC-2 SIGN INFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGN L\P ELEC.MH. L\P L\P L\P SIGNINFO.SIGNINFO. C-3 SIGNC-3 SIGNC-3 SIGNC-3 SIGN ELEC.MH.ELEC.PED.ELEC.METER STOP INFO. SIGN INFO. SIGN LIMIT SIGNSPEED LIMIT SIGNSPEED INFO. SIGN INFO. SIGN INFO. SIGNINFO. SIGNSIGNSTREET B-9BORE INFO. SIGN EXIT SIGN LIMIT SIGNSPEED LIMIT SIGNSPEEDSIGN L\P L\P L\P L\P P\P P\P P\P P\P P\P P\P P\P P\P G\WG\W G\WG\W G\WG\W G\W G\WG\W STOP ELEC.VAULT INFO. SIGN INFO. SIGN LIMIT SIGNSPEED LIMIT SIGNSPEED INFO. SIGN INFO. SIGNELEC.VAULT INFO. SIGNINFO. SIGNSIGNSTREETELEC.BOX B-9BORE SWITCHCABINET AT&TVAULT INFO. SIGN EXIT SIGN CONCRETEMARKER AT&TPEDESTAL LIMIT SIGNSPEED TELE.PED.ELEC.MH.TELE.MH TELE.PED. FIBERVAULT ELEC.VAULT ELEC.VAULT ELEC.VAULT LIMIT SIGNSPEEDSIGN ELEC.PANEL ELEC.PED. ELEC.PED. ELEC.PED. ELEC.PED.ELEC.PED. ELEC.VAULT ELEC.PED.ELEC.PANEL TELE.VAULT ELEC.VAULT ELEC.VAULT TELE.VAULTELEC.VAULT W\VENCLOSURE TELE.VAULT ELEC.VAULT ELEC.TRANS. ELEC.TRANS. FENCE FENCE FENCE LIMIT SIGNSPEEDLIMIT SIGNSPEEDPEDESTAL L\P TELE.MH L\P L\P L\P B-1 SIGNB-1 SIGN TELE.MH L\P AT&TPEDESTAL SIGNINFO. ELEC.MH. SIGNINFO.L\P L\P L\P C-1 SIGNC-1 SIGN TELE.MH L\P L\P INFO. SIGN B-5 SIGN INFO. SIGN B-5 SIGN L\P SIGNYIELD SIGNYIELD SIGNYIELD SIGNYIELDVALVESEWERSIGNVAULT L\P B-4 SIGNB-4 SIGN L\P L\P SIGNINFO.SIGNINFO. L\P L\P SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO. L\P SIGNSTREETSIGNYIELDSIGNSTREETSIGNYIELD PANELELEC. L\P L\P L\P L\P SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.VAULTELEC. L\P L\P L\P C-4 SIGNC-4 SIGN B-3 SIGNB-3 SIGN SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO. B-6BOREB-6BORE B-1 SIGNB-1 SIGN B-2 SIGNB-2 SIGN TELE.MH L\P L\P SIGNINFO.SIGNINFO. L\P SIGNINFO.SIGNINFO. L\P L\P C-1 SIGNC-1 SIGN SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO.L\P SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. C-2 SIGNC-2 SIGN C-3 SIGNC-3 SIGN TELE.MH ELEC.MH. L\P L\P B-7BOREB-7BORE L\P L\P L\P L\P L\P L\P L\P B-2BOREB-2BORE L\P L\P L\P L\P SIGNINFO.SIGNINFO. L\PINFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGN L\P L\P L\P L\P SIGNINFO.SIGNINFO. L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P INFO. SIGNINFO. SIGN L\P L\P L\P L\P INFO. SIGNINFO. SIGN L\P L\P L\P INFO. SIGNINFO. SIGN L\P L\P L\P L\P L\P L\PL\P L\P L\P L\P L\P L\PL\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P INFO.SIGNINFO.SIGN SIGNSTOPSIGNSTOPINFO.SIGNINFO.SIGN INFO.SIGN INFO.SIGNINFO.SIGN INFO.SIGN TICKETBOOTH DUCTVAULTFAAMARKER GENERATORPADBACK FLOWPREVENTER WATERMETER L\P RIP-RAP L\P L\P L\P L\P L\P L\P STORM SEWER MANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) TELE.MH INFO. SIGNINFO. SIGN L\P ELEC.MH. L\P L\P L\P GRAVEL L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\PL\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\PL\P L\P L\P L\P L\P SPOIL SPOIL SPOIL L\P SIGNH\CSIGNH\C STORM SEWERCURB INLETEOP 38.96INV. 36.08 (E)INV. 35.90 (W) P\P STORM SEWER MANHOLERIM 41.90INV. 38.91 (S)INV. 37.69 (E)INV. 37.47 (W) STORM SEWER MANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEWER MANHOLERIM 42.01INV. 37.67 (W) INV. 37.62 (S) INV. 37.47 (E) SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKING SPOIL SPOILSPOIL Allegheny Drive KEY MAP NORTH MATCHLINE SEE CP-703 MATCHLINE SEE CP-704 (SHEET 5 OF 5) CP-705 SIGNING ROADWAY PROPOSED C U R B LI N E CURB LINE MODERN AVIATION S IG N MH MH MH CONCRETE WALK H\CSIGN CREW CAR ARFF ACCESS ROAD M O D E R N A V I A T I O N A C C E S S R O A D MODERN AVIATION DRIVEWAY MODERN AVIATION PARKING LOT TE MP RD WY LOT E AIRPORT BOULEVARD DOLAN DRIVE HE WLE T T D R IVE STOP SIGN CONCRETE M ARKER B-2BOREB-2BORE R1-1 STO P DO NOT ENTER 30'' X 30'' R5-1 36'' X 12''R6-1 RONE WAY 3 6" X 3 6" NOPARKING TIMEANY R7-412'' X 18'' AIRPORT BLVD M.P.H. 15 W13-1 24'' X 24'' W1-2L 48'' X 48'' W4-3L 48'' X 48'' DO NOTENTER30'' X 30''R5-1 STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S) STORM SEWERYARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWERYARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S) STORM SEWERYARD INLETRIM 20.75INV. 7.37 (E)STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) (S)(N) INV. 14.63 20.65 INV. 15.26 YARD INLET RIM STORM SEWER STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) STORM SEWERCURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W) STORM SEWERCURB INLETEOP 3302INV. 30.71 (E) 22.19 (N)INV. 22.47 (E) EOP 27.90 INV. CURB INLET STORM SEWER INV. 15.54 (S)19.46 YARD INLET RIM STORM SEWER STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N)INV. 17.22 (E)INV. 17.20 (S) GRAVEL STORM SEWERMANHOLERIM 29.28INV. 16.89 (W) (S)(N) INV. 19.46 21.79 INV. 19.48 YARD INLET RIM STORM SEWER STOP SIGNSTOP SIGN SIGNPARKINGSIGNPARKINGPED.BELLSOUTH INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGN L\P SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. L\P 05 INV. 20.37 BOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARD SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS 50073* *F-0493 * C-28 North Carolina License Nos. 704-752-0610 FAX 704-949-2672 Charlotte, NC 28203 1520 South Blvd., Suite 200 RS&H Architects-Engineers-Planners, Inc. NO.DESCRIPTION DATE CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED LOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION. RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE C :\ p w _ w o rk \rs h _ p w \p w _ u s e r\d 0 4 8 6 7 3 4 \IL M BP 2 -X R -G -B R D R -0 2 .d w g D ra w in g : C a s to , C a it l i n P lo tt e d b y : REW REW AGS AIRPORT INTERNATIONAL WILMINGTON SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 CONSTRUCTION FOR NOT RELEASED 08/09/2024 LEGEND PROPOSED SIGN U-CHANNEL POST EXISTING SIGN NOTES NOT BE SHOWN. 2. SOME EXISTING SIGN REPLACEMENTS MAY GUIDE SIGN DETAILS. 3. SEE WAYFINDING SIGNAGE PLANS FOR WILL BE INSTALLED ON U-CHANNEL POST(S). 4. ALL PROPOSED SIGNS SHOWN ON THIS SHEET LESS THAN 7' APART. d. DOUBLE U-CHANNEL POSTS CAN BE USED LESS GREATER REQUIRE DOUBLE U-CHANNEL. c. SIGN ASSEMBLIES WITH DIMENSION OF 36" OR U-CHANNEL. BUT LESS THAN 24 SF REQUIRE DOUBLE 3 LB b. SIGN ASSEMBLIES GREATER THAN 12 SF REQUIRE SINGLE 3 LB U-CHANNEL. a. SIGN ASSEMBLIES LESS THAN 12 SF 5. NUMBER OF POSTS: DRAWING SPECIFICATIONS. MUTCD AND NCDOT ROADWAY STANDARD SHALL BE LOCATED BY FIELD ENGINEER AND MEET 6. PROPOSED SIGNAGE OFFSETS FROM ROADWAY SIGNS ON 'U' CHANNEL SUPPORTS. d. 904.50 MOUNTING OF TYPE 'D', 'E', AND 'F' MOUNTED SIGNS. c. 904.10 ORIENTATION OF GROUND SUPPORTS. b. 903.10 GROUND MOUNTED SIGN SPACING. a. 901.70 SIGN STRINGING AND SUPPORT 7. NCDOT 2024 STANDARD DRAWINGS: PHASE 1B BID PACKAGE 2 IMPROVEMENTS AND PARKING AIRPORT BOULEVARD CONSTRUCTION. c. EXISTING INFORMATION INCLUDES PH1A FILE RECEIVED FROM ILM CONSULTANT. b. LOT F IS BASED ON OCTOBER 2023 CADD SURVEY. a. JULY 15, 2022 AND JANUARY 12, 2024, 1. EXISTING INFORMATION IS BASED ON: 100% DESIGN P lo tt e d o n : 8 /9 /2 0 2 4 INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N)INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) STORM SEWERMANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E)INV. 12.42 (S)INV. 11.86 (W) STORM SEWER MANHOLERIM 24.32INV. 12.67 (N)INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWER HEADWALL STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWER YARD INLETRIM 22.11INV. 17.98 (E)INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWER MANHOLERIM 24.21INV. 13.27 (E)INV. 13.26 (W) STORM SEWERYARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W) STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W) STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W) STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N)INV. 21.29 (W)INV. 19.71 (E)INV. 18.48 (S) STORM SEWERYARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W) STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W) INV. 15.79 INV. 15.91INV. 15.83 STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S) STORM SEWERCURB INLETRIM 24.50 (EOP)INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP)INV. 13.76 (E) STORM SEWERMANHOLERIM BURIED STORM SEWERMANHOLERIM 23.84INV. 13.35 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S) STORM SEWERYARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W)INV. 19.41 (S) STORM SEWERYARD INLETRIM 27.00 INV. 19.73 (S) INV. 18.99 INV. 19.33 INV. 20.17 INV. 20.99 STORM SEWER MANHOLERIM 25.11INV. 6.52 STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPSTORM SEWER MANHOLERIM 22.71INV. 15.46 (E)INV. 14.39 (S)INV. 14.13 (W) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89 RIP-RAPINV. 18.47 RIP-RAPINV. 22.67INV. 22.90INV. 23.08 INV. 24.19RIP-RAPINV. 23.98 RIP-RAPINV. 22.84 RIP-RAPINV. 26.57 INV. 26.37 INV. 26.36 INV. 25.34 INV. 25.07 INV. 26.89 RIP-RAPINV. 26.34 STORM SEWERYARD INLETRIM 37.90INV. 33.80 (E) OVER)0MANHOLE RIM (PAVED STORM SEWER (S)(N) INV. 13.54 21.20 INV. 13.55 YARD INLET RIM STORM SEWER (S)(N) INV. 13.29 21.60 INV. 13.28 YARD INLET RIM STORM SEWER INV. 11.40 (S)INV. 11.41 (N) MANHOLE RIM 22.36 STORM SEWER INV. 11.89 (S)INV. 11.89 (E) INV. 11.90 (W) INV. 15.17 (N) MANHOLE RIM 22.36 STORM SEWER 12.35 (E)INV. 12.37 (W) INV. RIM 23.28 (EOP) CURB INLET STORM SEWER 12.75 (E)INV. 12.77 (N) INV. RIM 23.31 (EOP) CURB INLET STORM SEWER M OVERHEAD LINE EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT 5' SIDEWALK GRAVELPARKING CONSTRUCTIONTRAILER EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT ASPHALT DRIVE GRAVEL GRAVEL DRIVE GRAVEL DRIVE FENCE SIGN BUILDING BUILDING BOLLARD FFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTWALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 BOLLARD BOLLARD BOLLARDBOLLARD BOLLARD BOLLARDBOLLARD BOLLARD BOLLARD BOLLARDBOLLARD STORM SEWER MANHOLERIM 24.51INV. 15.24 (NW)INV. 13.23 (NE)INV. 13.23 (S) STORM SEWERCURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S)INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S)INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) 25.69 (W)25.92 (E) INV. 26.69 (S) INV. EOP 30.68 INV. CURB INLET STORM SEWER STORM SEWERMANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W) STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W) STOPSIGNSTOPSIGN STOP SIGNSTOP SIGNSTOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN C-5 SIGNC-5 SIGN ELEC.MH. ELEC.VAULT STOP SIGNSTOP SIGN ELEC.METER TELE.MH INFO. SIGNSIGNPARKINGINFO. SIGNSIGNPARKING B-5 SIGNB-5 SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN B-4 SIGNB-4 SIGN C-5 SIGNC-5 SIGN C-4 SIGNC-4 SIGN B-5 SIGNB-5 SIGN INFO. SIGNINFO. SIGN L\P B-5 SIGNB-5 SIGN L\P ELEC. CONDUIT BLOCKFOOTER CONC.HEADWALL CONC.HEADWALL CONC.HEADWALLCONC.FLUME SIGNINFO. SIGNINFO. PED.TRAFFIC SIGNINFO. SIGNINFO.VAULTFIBER VAULTFIBERVAULTSIGNAL MARKERFIBER VAULTFIBERPED.TRAFFIC SIGNPARKINGSIGNPARKING L\P B-4 SIGNB-4 SIGN L\P C-3 SIGNC-3 SIGN B-4 SIGNB-4 SIGN C-4 SIGNC-4 SIGN C-5 SIGNC-5 SIGN B-3 SIGNB-3 SIGN SIGNSTREET SIGNILM LIGHT POLETRAFFIC SIGNSTREET SIGNILM LIGHT POLETRAFFIC L\P INFO. SIGNINFO. SIGN C-4 SIGNC-4 SIGN L\P B-3 SIGNB-3 SIGNB-3 SIGNB-3 SIGN L\P B-4BOREB-4BORE STOP SIGN L\P B-2 SIGNB-2 SIGNC-2 SIGNC-2 SIGN INFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGN L\P ELEC.MH. L\P L\P L\P SIGNINFO.SIGNINFO. C-3 SIGNC-3 SIGNC-3 SIGNC-3 SIGN ELEC.MH.ELEC.PED.ELEC.METER STOP INFO. SIGN INFO. SIGN LIMIT SIGNSPEED LIMIT SIGNSPEED INFO. SIGN INFO. SIGN INFO. SIGNINFO. SIGNSIGNSTREET B-9BORE INFO. SIGN EXIT SIGN LIMIT SIGNSPEED LIMIT SIGNSPEEDSIGN L\P L\P L\P L\P P\P P\P P\P P\P P\P P\P P\P P\P G\WG\W G\WG\W G\WG\W G\W G\WG\W STOP ELEC.VAULT INFO. SIGN INFO. SIGN LIMIT SIGNSPEED LIMIT SIGNSPEED INFO. SIGN INFO. SIGNELEC.VAULT INFO. SIGNINFO. SIGNSIGNSTREETELEC.BOX B-9BORE SWITCHCABINET AT&TVAULT INFO. SIGN EXIT SIGN CONCRETEMARKER AT&TPEDESTAL LIMIT SIGNSPEED TELE.PED.ELEC.MH.TELE.MH TELE.PED. FIBERVAULT ELEC.VAULT ELEC.VAULT ELEC.VAULT LIMIT SIGNSPEEDSIGN ELEC.PANEL ELEC.PED. ELEC.PED. ELEC.PED. ELEC.PED.ELEC.PED. ELEC.VAULT ELEC.PED.ELEC.PANEL TELE.VAULT ELEC.VAULT ELEC.VAULT TELE.VAULTELEC.VAULT W\VENCLOSURE TELE.VAULT ELEC.VAULT ELEC.TRANS. ELEC.TRANS. FENCE FENCE FENCE LIMIT SIGNSPEEDLIMIT SIGNSPEEDPEDESTAL L\P TELE.MH L\P L\P L\P B-1 SIGNB-1 SIGN TELE.MH L\P AT&TPEDESTAL SIGNINFO. ELEC.MH. SIGNINFO.L\P L\P L\P C-1 SIGNC-1 SIGN TELE.MH L\P L\P INFO. SIGN B-5 SIGN INFO. SIGN B-5 SIGN L\P SIGNYIELD SIGNYIELD SIGNYIELD SIGNYIELDVALVESEWERSIGNVAULT L\P B-4 SIGNB-4 SIGN L\P L\P SIGNINFO.SIGNINFO. L\P L\P SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO. L\P SIGNSTREETSIGNYIELDSIGNSTREETSIGNYIELD PANELELEC. L\P L\P L\P L\P SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.VAULTELEC. L\P L\P L\P C-4 SIGNC-4 SIGN B-3 SIGNB-3 SIGN SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO. B-6BOREB-6BORE B-1 SIGNB-1 SIGN B-2 SIGNB-2 SIGN TELE.MH L\P L\P SIGNINFO.SIGNINFO. L\P SIGNINFO.SIGNINFO. L\P L\P C-1 SIGNC-1 SIGN SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO.L\P SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. C-2 SIGNC-2 SIGN C-3 SIGNC-3 SIGN TELE.MH ELEC.MH. L\P L\P B-7BOREB-7BORE L\P L\P L\P L\P L\P L\P L\P B-2BOREB-2BORE L\P L\P L\P L\P SIGNINFO.SIGNINFO. L\PINFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGN L\P L\P L\P L\P SIGNINFO.SIGNINFO. L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P INFO. SIGNINFO. SIGN L\P L\P L\P L\P INFO. SIGNINFO. SIGN L\P L\P L\P INFO. SIGNINFO. SIGN L\P L\P L\P L\P L\P L\PL\P L\P L\P L\P L\P L\PL\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P INFO.SIGNINFO.SIGN SIGNSTOPSIGNSTOPINFO.SIGNINFO.SIGN INFO.SIGN INFO.SIGNINFO.SIGN INFO.SIGN TICKETBOOTH DUCTVAULTFAAMARKER GENERATORPADBACK FLOWPREVENTER WATERMETER L\P RIP-RAP L\P L\P L\P L\P L\P L\P STORM SEWER MANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) TELE.MH INFO. SIGNINFO. SIGN L\P ELEC.MH. L\P L\P L\P GRAVEL L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\PL\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\PL\P L\P L\P L\P L\P SPOIL SPOIL SPOIL L\P SIGNH\CSIGNH\C STORM SEWERCURB INLETEOP 38.96INV. 36.08 (E)INV. 35.90 (W) P\P STORM SEWER MANHOLERIM 41.90INV. 38.91 (S)INV. 37.69 (E)INV. 37.47 (W) STORM SEWER MANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEWER MANHOLERIM 42.01INV. 37.67 (W) INV. 37.62 (S) INV. 37.47 (E) SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C SIGNH\CSIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKING SPOIL SPOILSPOIL Allegheny Drive KEY MAP X CU R B LINE CUR B LIN E CURB LINE CUR B LINE CURB LI NE CURB LINE X M B-9BORE B-7BORE B-2BORE B-6BORE B-4BORE B-9BORE B-7BORE B-2BORE B-6BORE B-4BORE 5' S ID E WALK CON C R E TE MARKER GRAVEL PARK I N G CON S T R U C T I ON TRAILER TICKET BOOTH GENERATOR PAD X X X X X X X X GRA VEL DRIV E SIG N STOP SIGN BUILDING BUILDING BOLLARD BOLLA R D BOLLARD BOLLARD BOLLAR D BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLAR D BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD FFE 28.75 EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT WALK CONC. W A L K CONCRETE GEN. ROO M 1'x1'STEEL CAP CONC. TOWER TRAFFIC SIGN CONC.HVA C EDGE OF PAVMENT CONC. MH MHMH CONCR E T E WALK H\CSIGN CREWCAR GATE FENCE MO D E RN AVIATION ACC E SS RO A D MODERN AVIATION DRIVEWAY AIRP O R T BL VD AIRPORT BO U L E V A R D ARFF ACCESS ROAD ARFF ACCESS ROAD EMERGENCY ACCESS ROAD LOT F LEASE AREA OTHERS AIRPORT PARKING LOT TEM P RD WY MODERN AVIATION PARKING LOT HEWLETT DRIVE LOT D LOT C LOT E LOT B LOT A RENTAL CAR LOT TRADEWINDS DRIVE AIRPORT BOULEVARD AIRPORT BOULEVARD DOLAN DRIVE HEWLETT D RIVE AIRPORT BOULEVAR D AIRPORT BOULEVARD GARD N E R DRI VE HALL DRIVE TER MINAL TRASK DRIVE XX XXXX XX XX XX XX XX L\P L\P L\P L\P P\P P\P P\P P\P P\P P\P P\P P\P G\W G\W G\WG\W G\WG\W G\W G\W G\W ELEC . VAU L T ELEC. VAULT ELEC. BOX SWITCH CABINET AT&T VAUL T OVERHEAD LINE PED.BELLSOUTH AT&T PEDESTAL ELEC. CO NDUIT BLOCK FOOTER L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\PL\P L\P L\PL\B L\P L\B L\B L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P AT&T PEDE S T A L L\P P\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P T TELE. PED.ELEC . MH. TELE. MH E ELEC . MH. E ELEC. MH. E ELEC. MH. E ELEC . MH. E TTELE. MH TTELE.MH TTELE. MH TTELE.MH TELE. PED. ELEC . VAULT PANELELEC. L\P L\P VAULTELEC . L\P ELEC . VAULT ELEC . VAULT ELEC. VAULT ELEC . PANEL ELEC. PED. ELEC . PED. ELEC . PED. ELEC . PED. ELEC . PED. ELEC . VAULT L\P L\P ELEC.PED. ELEC . PANEL DUCT VAULT FAAMARKER TELE . VAULT ELEC. VAULT L\P L\P L\P L\P L\P L\P ELEC. VAULT TELE. VAULT ELEC. VAULT TELE. VAUL T ELEC. VAUL T TTELE. MH TTELE. MH ELEC. MH. E L\P ELEC. TRANS . ELEC. TRANS . L\P L\P L\P ET T L\P L\P L\B L\B L\B L\B L\B L\B L\B L\B L\B L\B L\B L\B L\B L\BL\B L\B L\B L\B L\B L\B L\B L\B L\B L\B L\B L\B L\B L\P L\BL\BL\B E E E E E T T T T E E E E E E E E E E E E E E E E E E E E E E E E E E E E E T T T T T T T T T T T T T T T T T TV TV E E T T C T T T E E E E E E E E T T T T T T T T T E E E E E E E E T T T T T T T T T T T T T T T T T T T T T T T ABANDONEDCOMM LINE, VIF ABANDON ED COM M L I N E, V I F A A A A A A A A A A A A A A P\P GUYWIRE P\PP\P GUYWIRE T AT&THANDHO L E AT&THANDH O L E TRANSFORMER T T L\P PHONEPED. L\P L\P L\P TRANSFORMER TRANSFORMER COMMUNICATIONS VAULT L\P TRANSFORMER P\P TEMPORARY SERVICE POLE T T T T T T T T T T T AT&T VAUL T L\B L\B L\B L\B L\P L\P L\P L\P L\P L\B L\B L\P L\P PEDE S T A L L\B L\B L\B L\BL\P MH MH S A N S A N SAN SAN SA N SA N SA N SA N S A N SAN SAN SAN SAN SAN SA N SA N SA N SA N S A N SAN SAN S A N SAN S A N SAN SAN SAN S AN S A N S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W GAS GAS SAN S G AS GAS GAS GAS GAS G AS GAS GAS G A S GA S G A S GAS W G G G GAS G AS GAS G GA S GA S S S SAN GAS W W S A N W S A N S W W W SA N S A N W SA N 6" PVC SER VICE S S 42" RCP W W W W WWWW W W W W SAN S A N S A N SAN SAN SAN S A N SAN SAN SAN SAN SAN SAN SAN SAN S S S S S S S S S S S S S S S S S S S W W W W W W 1 1/2" 1 1/2" 1 1/2" 2" WS S S W S S W WW W W W W W W W W W W W W W W W W W W W W SAN SAN SAN S S SAN S A N S 42" RC P S S S S FIREHYDRANT WATERVALVE INV.19.18 INV.19.06 18"RCP STORM MH RIM 22.73 INV. 14.52 INV 14.74INV. 17.78 HEADWAL L INV.18.60 HEADWALL INV. 14.58 INV.12.38 INV.10.78 WINGWALL WINGWALL WALL WINGWALL INV.10.69 INV.10.17 INV.9.99 WING GA S GA S 18"RCP INV.26.23 INV.25.87JUNCTION BOX WATER VALVE FIREHYDRAN T BACK F LOW PREVENTOR WATERMETER 8"PVC INV.27.17 INV.27.26 RIP-RAP W BACK FLOW PREVENTERWATERMETER 15"RCP INV.25.39HEADWA L L WATER METER INV. 15.77 RIM 26.54STORM INLETINV.18.95INV. INV.25.84 INV.26.00 22.5 5 INV. INV. 20.50 INV.20.70 INV. 15.10INV. 18.27 INV. 17.57 18.82 12"RCP INV.26.06 INV.26.40 INV. 23.13RIM 25.38STORM INLET INV. 18.83RIM 27.63STORM MANHOLE INV. NO ACCESS RIM 27.11STORM INLET INV. 13.83RIM 26.68STORM INLET GASMETER GASVALVE FIREHYDRANT G AS G AS GAS G AS GAS CONC. HEAD W ALL CONC. HEADW A L L CONC. HEAD W ALL CONC. FLUME W\VENCLOSURE W BACK FLOW PREVENTER WATER METER M SAN W CU-100 OVERALL SITE UTILITY PLAN EXISTING WATER EXISTING VALVE EXISTING FIRE HYDRANT LEGEND EXISTING SANITARY SEWER EXISTING GAS SAN W GAS S EXISTING STORM EXISTING STORM INLET TAT TAT SCBCU-101 CU-102 CU-103 CU-104 CU-105 EXISTING SEWER MANHOLE NORTH PH1A CONSTRUCTION FEATURES NOTES PROPOSED WATER PROPOSED SANITARY SEWER PROPOSED GAS SAN W GAS PROPOSED SEWER CLEANOUT PROPSED VALVE PROPOSED FIRE HYDRANT PROPOSED DOUBLE CHECKVALVE ASSEBMLY SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 4 8 6 7 3 2 \ I L M B P 2 - P h 1 B 2 - C U - 1 0 0 - 1 0 6 . d w g Pl o t t e d b y : T a y l o r T h o m a s Pl o t t e d o n : 8 / 2 2 / 2 0 2 4 1 0 : 3 8 A M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 400200200 200 100% DESIGN 08/09/2024 PROPOSED WATER METERM PROPOSED STORM 1. ALL UTILITY LOCATIONS TO BE VERIFIED BY CONTRACTOR. 2. EXISTING INFORMATION IS BASED ON: 2.a. JULY 15, 2022 AND JANUARY 12, 2024 SURVEY 2.b. LOT F IS BASED ON OCTOBER 2023 CAD FILERECEIVED FROM ILM CONSULTANT. 3. ALL UTILITY PLAN SHEETS MUST BE PRINTED IN COLOR. 4. WATER MAIN AND SANITARY SEWER UTILITIES SHALL MEET CAPE FEAR PUBLIC UTILITY AUTHORITY (CFPUA) REQUIREMENTS. SEESPECIAL PROVISION 16 5. ALL STEEL CASING FOR UTILITY PROTECTIONS SHALL EXTEND A MINIMUM OF 3FT PAST THE ACTIVE ROADWAY UNLESS SPECIFIED OTHERWISE. 6. STEEL CASING LENGTHS ARE APPROXIMATE ANDBASED ON BEST AVAILABLE UTILITY DATA. 7. STEEL CASINGS TO BE INSTALLED VIA OPEN CUT METHOD. 8. RESTRAINED FITTINGS SHALL BE INSTALLED ON ALL PIPE JOINTS WITHIN STEEL CASINGS. 1 ADDENDUM #1 08/23/2024 1 INFO. SIGN EX I T SIGN INFO. SIGN INFO. SIGN INFO. SIGNSTOP SIGN STO P SIGNSTREET SIGNYIELD SIGNINFO. SIG NINFO. SIGNINF O. SIGNINF O . INF O. SI G N SIG N INFO. SIGN 5 ' S I D EW A L K EX I T SIGN GRAVE L PAR K I NG CO NSTR U C T I O N TR A ILE R INFO. SIGN INFO. SIGN INFO. SIGNSTOP SIGN STO P SIGNSTREET SIGNYIELD SIGNINFO. SIG NINFO. SIGNINF O. SIGNINF O . INF O. SI G N SIG N LEA S E A R E A O THE R S AIRP O R T BO U L EVA R D AIRP ORT B OUL EVARD XX XX XX XX XX XX XX XX XX XX XX XX XX XX L\P L\P ELE C . VAULT ELE C . BOX L\P L\P L\P L\P L\P L\P L\P L\P T TELE. PED.ELE C . MH. TELE. MH E ELEC. MH. E T TELE. MH T TELE. MH PAN E L ELE C . L\P VAULT ELE C . ELE C . PAN E L ELE C . TRAN S . ELE C . TRAN S . E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T UTV UTV E lpT T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T CE LL P HONE LOT AIRPORT BOULEVARD 65 LF OF 24" SPLIT STEELCASING FOR EX.12" WATER LINE. 65 LF OF 8" SPLIT STEEL CASINGFOR EX. GAS LINE. 60 LF OF 8" SPLIT STEEL CASINGFOR EX. GAS LINE.N: 190163.26 E: 2327704.70 N: 190164.89E: 2327767.88 N: 190157.39E: 2327712.01 N: 190159.17 E: 2327773.56 N: 190130.57E: 2327740.70 N: 190132.72 E: 2327796.91 INV . 11 . 1 6 STOR M S EWER HEA D W A L L 72" RCP 72 " R C P 72" RC P 72" R C P 72" RC P 72 " R C P STORM S EWER CUR B INLET RIM 2 2.78 (fut. E OP) INV . 1 3 . 7 2 ( N) INV . 1 3 . 7 0 ( S ) 15 " R C P STORM S EWER YAR D INLE T RIM 2 0.90 INV. 16.14 (E) INV. 16.13 (S) STORM S EWER YARD I N L E T RIM 21.40 INV. 16 . 4 4 ( W ) RIM 2 4.22 INV . 1 2 . 0 3 ( N) INV. 11.82 (E) INV. 12.42 (S) INV. 11 . 8 6 ( W ) STORM S EWER MANH O L E RIM 2 4.32 INV. 12.67 (N) INV. 12.67 (E) INV. 12.66 (S) 60" RC P 7 2 " R C P STORM SEWER MANHOLE RIM 24.51 INV. 15 . 2 4 ( N W) INV. 13.23 (NE) 24" R C P 42" R CP 18" RCP 48" R C P 48" RC P STORM S EWER CUR B INLET RIM 24.60 (EO P) INV. 18.39 (S) STORM SEWER CUR B INL ET RIM 2 4.50 (EOP) INV . 1 7 . 1 3 ( N) INV. 13 . 4 6 ( W ) INV . 1 3 . 4 5 ( E ) STO RM SEW E R MAN HOLE RIM BURI E D STO RM SEW E R MANHOLE RIM 23.84 INV. 13.35 (S) STO RM SEW E R YAR D INLE T RIM 21.40 INV. 16 . 4 4 ( W ) RIP -RA P INV. 13.23 (S) INV. 20 . 9 9 INV . 20 . 3 7 18" R C P STO RM SEW E R YAR D INLE T RIM 21.33 INV. 12.12 (N) INV. 11.95 (E) 24" RC P 24" RCP 3 6 " R C P STO RM SE W E R YAR D I N L ET RIM 21. 2 0 I N V. 13.55 (N) INV. 13.54 (S) STO R M SE W E R YARD INLET RIM 21.60 INV. 13.28 (N) INV. 13.29 (S) STORM SE WER M ANHOLE RIM 22.36 INV. 11.41 (N) INV. 11.40 (S) STORM SE WER YAR D I N L ET RIM 20. 6 5 I N V. 15.26 (N) INV. 14.63 (S) STO RM SE W E R YAR D INLET RIM 19.4 6 INV. 15.54 (S) STORM S E W E R MANHO LE RIM 22.36 INV. 15.17 (N) INV . 11.90 (W) INV . 1 1 . 8 9 ( E ) INV. 11.89 (S) STORM SEW E R CUR B INLE T RIM 23. 2 8 ( E O P ) INV . 1 2.37 (W) INV . 12.35 (E) STO RM SE W E R CUR B INLET RIM 23.31 (EOP) INV. 12.77 (N) INV. 12.75 (E) SANITARY SEWE R MANHOLE RIM 2 4 . 4 9 INV. 7.66 SAN I T A R Y S E W ER MANHOLE RIM 24.17 INV . 6. 6 2 SAN I T A R Y S E W ER MANHOLE RIM 24.20 INV . 9. 7 0 SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SANITARY SEWER MANHOLE RIM 24.94 INV . 8. 1 5 SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SA N SA N S A N SA N SA N S A N SAN SAN SAN SAN SA N SA N SA N SA N SA N SAN SAN S A N S A N S A N S A N SAN SAN SAN SAN SAN SAN SAN SAN S S S S S S W W W W W W W W W W SAN SAN SAN SAN GAS G AS G AS G A S G AS GAS GAS GAS GAS GAS GAS G A S G A S G AS G AS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS W W W W W W W W W G AS G AS GAS GAS GAS S A N S A N S A N W W 42" R C P W 42" R C P S GAS GAS GA S G AS GAS GAS GAS G AS GAS G AS 65 LF OF 24" SPLIT STEELCASING FOR EX.12" WATER LINE. 65 LF OF 8" SPLIT STEEL CASINGFOR EX. GAS LINE. 60 LF OF 8" SPLIT STEEL CASINGFOR EX. GAS LINE.N: 190163.26 E: 2327704.70 N: 190164.89E: 2327767.88 N: 190157.39E: 2327712.01 N: 190159.17 E: 2327773.56 N: 190130.57E: 2327740.70 N: 190132.72 E: 2327796.91 INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N) INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) STORM SEWERMANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E)INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N) INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALL STORM SEWERMANHOLERIM 24.51INV. 15.24 (NW)INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E)INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWERMANHOLERIM 24.21INV. 13.27 (E)INV. 13.26 (W) STORM SEWERYARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W) STORM SEWER MANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W) STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWER MANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W) STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W) STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W) STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W) STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N)INV. 21.29 (W) INV. 19.71 (E)INV. 18.48 (S) STORM SEWERYARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E) INV. 15.23 (W) STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W) INV. 15.79 INV. 15.91INV. 15.83 Allegheny Drive STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S) STORM SEWERCURB INLETRIM 24.50 (EOP) INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP)INV. 13.76 (E) STORM SEWERMANHOLERIM BURIED STORM SEWERMANHOLERIM 23.84INV. 13.35 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINECURB LINESTORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S) STORM SEWER YARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W)INV. 19.41 (S) STORM SEWER YARD INLETRIM 27.00 INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33 INV. 20.17 INV. 20.99 INV. 20.37 STORM SEWER YARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWER YARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S) STORM SEWERMANHOLERIM 25.11INV. 6.52 STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPRIP-RAP STORM SEWERMANHOLERIM 22.71INV. 15.46 (E) INV. 14.39 (S)INV. 14.13 (W)STORM SEWERMANHOLERIM 23.46INV. 15.37 (E) INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWER YARD INLETRIM 20.75INV. 7.37 (E) STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N) INV. 17.22 (E)INV. 17.20 (S) STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89 STORM SEWER YARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90 INV. 23.08 INV. 24.19RIP-RAPINV. 23.98 STORM SEWER YARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWER CURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W) RIP-RAPINV. 26.57 INV. 26.37 INV. 26.36 INV. 25.34 INV. 25.07 INV. 26.89 RIP-RAPINV. 26.34 STORM SEWER CURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWERCURB INLETEOP 3302INV. 30.71 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWER YARD INLETRIM 37.90INV. 33.80 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S) INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S) INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWERCURB INLETEOP 38.96INV. 36.08 (E) INV. 35.90 (W) STORM SEWERMANHOLERIM 41.90INV. 38.91 (S) INV. 37.69 ( E) INV. 37.47 (W) STORM SEWE R MANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEWERMANHOLERIM 42.01INV. 37.67 (W)INV. 37.62 (S)INV. 37.47 (E) STORM SEWERCURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVED OVER)0 STORM SEWERCURB INLETEOP 30.68 INV.26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWERYARD INLETRIM 21.60 INV.13.28 (N) INV.13.29 (S) STORM SEWER MANHOLE RIM 22.36 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM19.46INV. 15.54 (S) STORM SEWERMANHOLE RIM 22.36 INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S) STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV.12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP) INV. 12.77 (N) INV. 12.75 (E) MSTOPINFO. SIGN INFO. SIGN LIMIT SIGNSPEED SIGNPARKING SIGNPARKINGLIMIT SIGNSPEED INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNSIGNSTREETB-9BOREB-7BOREB-2BORE B-6BOREB-4BOREINFO. SIGN EXIT SIGN LIMIT SIGNSPEED SIGNH\CSIGNH\CSIGNH\CINFO. SIGN INFO. SIGNINFO. SIGN LIMIT SIGNSPEEDINFO.INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN SIGNSTREETSIGNYIELD SIGNYIELD SIGNINFO.SIGNSTREET SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. SIGNYIELD SIGNINFO.SIGNILM SIGNINFO. LIGHT POLETRAFFIC PED.TRAFFIC SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.STOP SIGNSIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN SIGNPARKING INFO. SIGN LIMIT SIGNSPEEDSIGNSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO.SIGN INFO.SIGNINFO.SIGNSIGNPARKING SIGNPARKINGSIGNPARKING SIGNPARKINGSIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKINGSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGINFO.SIGN SIGNH\C SIGNH\C INFO. SIGN SIGNINFO.INFO. SIGN SIGN INFO. SIGN SIGNINFO.L\PL\PL\PL\PP\PP\PP\P P\P P\PP\PP\PP\P G\WG\W G\WG\WG\WG\WG\W G\WG\WSTOPELEC.VAULT INFO. SIGN INFO. SIGN LIMIT SIGNSPEED SIGNPARKING SIGNPARKINGLIMIT SIGNSPEED INFO. SIGN INFO. SIGN ELEC.VAULTINFO. SIGN INFO. SIGNSIGNSTREETELEC.BOXB-9BOREB-7BORE SWITCHCABINETB-2BORE B-6BOREAT&TVAULTB-4BOREINFO. SIGN OVERHEAD LINEEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT 5' SIDEWA L K EXIT SIGN PED.BELLSOUTH CONCRETEMARKER LIMIT SIGNSPEEDPEDESTALAT&TPEDESTAL ELEC. CONDUIT BLOCKFOOTERCONC.HEADWALL CONC.HEADWALL CONC.HEADWALL CONC.FLUME GRAVELPARKINGCONSTRUCTIONTRAILER SIGNH\CSIGNH\CSIGNH\CL\PL\PL\PL\PL\P L\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PINFO. SIGN INFO. SIGNINFO. SIGN LIMIT SIGNSPEEDL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\P L\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PAT&TPEDESTAL L\P P\PL\PINFO.INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGNL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\P L\P INFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGNL\PSTOP SIGNSTOP SIGN TELE.PED.ELEC.MH. TELE.MHELEC.MH.ELEC.MH.ELEC.MH. ELEC.MH.ELEC.MH. TELE.MH TELE.MHTELE.MHTELE.MH TELE.MHTELE.PED.FIBERVAULTELEC.VAULT STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN SIGNSTREETSIGNYIELD PANELELEC. SIGNYIELD SIGNINFO.SIGNSTREET SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\PL\PSIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. SIGNYIELDVALVESEWERSIGNINFO.SIGNVAULT ELEC.PED.ELEC.METERSIGNILM SIGNINFO.VAULTFIBER LIGHT POLETRAFFIC VAULTFIBERVAULTSIGNAL MARKERFIBERELEC.METERVAULTFIBERPED.TRAFFIC SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.STOP SIGNL\PVAULTELEC. EDGE OF PAVEMENT EDGE OF PAVEMENTSIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\PELEC.VAULT SIGNPARKING EDGE OF PAV E M ENT EDGE OF PAVEM E N T EDGE OF PAVEMENT ELEC.VAULTELEC.VAULTINFO. SIGN LIMIT SIGNSPEEDSIGN ELEC.PANELSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO. ELEC.PED.ELEC.PED.SIGNINFO.SIGN INFO.SIGNELEC.PED.INFO.SIGN TICKETBOOTH ELEC.PED. ELEC.VAULTSIGNPARKING L\PSIGNPARKINGSIGNPARKING SIGNPARKINGSIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKING L\PSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGELEC.PED.ELEC.PANELINFO.SIGN SIGNH\C SIGNH\C EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTDUCTVAULTFAAMARKER GENERATORPADBACK FLOWPREVENTERWATERMETEREDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT INFO. SIGN TELE.VAULTELEC.VAULTL\PL\PL\PL\PL\PL\PELEC.VAULT TELE.VAULTELEC.VAULTW\VENCLOSURETELE.VAULT ELEC.VAULT SIGNINFO.TELE.MHTELE.MHELEC.MH.L\PELEC.TRANS. INFO. SIGN ELEC.TRANS.SIGN INFO. SIGNL\PL\PL\PSIGNINFO. ASPHALT DRIVEGRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVEGRAVEL DRIVE SPOIL SIGN STOP SIGN BUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT FENCEFENCEFENCEWALK CONC. WALK CONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 05 KEY MAP CU-101 SITE UTILITY PLAN (SHEET 1 OF 5) TAT TAT SCB NORTH MA T C H L I N E S E E C U - 1 0 2 MATCHLINE SEE CU-103 PROPOSED DOUBLE CHECKVALVE ASSEBMLY PROPOSED FIRE HYDRANT PROPSED VALVE PROPOSED SEWER CLEANOUT GAS W SAN PROPOSED GAS PROPOSED SANITARY SEWER PROPOSED WATER NOTES PH1A CONSTRUCTION FEATURES EXISTING SEWER MANHOLE EXISTING STORM INLET EXISTING STORM S GAS W SAN EXISTING GAS EXISTING SANITARY SEWER LEGEND EXISTING FIRE HYDRANT EXISTING VALVE EXISTING WATER SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 4 8 6 7 3 2 \ I L M B P 2 - P h 1 B 2 - C U - 1 0 0 - 1 0 6 . d w g Pl o t t e d b y : T a y l o r T h o m a s Pl o t t e d o n : 8 / 2 2 / 2 0 2 4 1 0 : 3 8 A M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 100% DESIGN 08/09/2024 M PROPOSED WATER METER PROPOSED STORM 1. ALL UTILITY LOCATIONS TO BE VERIFIED BY CONTRACTOR. 2. EXISTING INFORMATION IS BASED ON: 2.a. JULY 15, 2022 AND JANUARY 12, 2024 SURVEY 2.b. LOT F IS BASED ON OCTOBER 2023 CAD FILERECEIVED FROM ILM CONSULTANT. 3. ALL UTILITY PLAN SHEETS MUST BE PRINTED IN COLOR. 4. WATER MAIN AND SANITARY SEWER UTILITIES SHALL MEET CAPE FEAR PUBLIC UTILITY AUTHORITY (CFPUA) REQUIREMENTS. SEESPECIAL PROVISION 16 5. ALL STEEL CASING FOR UTILITY PROTECTIONS SHALL EXTEND A MINIMUM OF 3FT PAST THE ACTIVE ROADWAY UNLESS SPECIFIED OTHERWISE. 6. STEEL CASING LENGTHS ARE APPROXIMATE ANDBASED ON BEST AVAILABLE UTILITY DATA. 7. STEEL CASINGS TO BE INSTALLED VIA OPEN CUT METHOD. 8. RESTRAINED FITTINGS SHALL BE INSTALLED ON ALL PIPE JOINTS WITHIN STEEL CASINGS. 08/23/2024ADDENDUM #11 1 X X X SIGNH\C SIGNH\C X X X L OT B LOT A TR AD EWI N D S D R I VE XX XX XX XX XX XX XX XX XX XX XX XX XX XX L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P E E E E E E E E E E E E E E E E E E E E E E E T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T TE E E E E E E E E E E E E E E E E E E E E E E E E T T T T T T T T T T T T T T T T T T T T T T T T T T T E E E E E E E E E E E E E E E E E E E E E E E E E E E E EEEEE E E E E E EEEEE INT ER I M TER M I NA L CU R B F RO N T INV. 10 . 5 3 STORM SEWER HEA D W A L L STO RM SEW E R YAR D INLE T RIM 2 0.74 INV. 10.84 (W) INV . 1 0 . 3 5 ( N) INV. 9.74 (S) STOR M SEWER MANHOLE RIM 25.11 INV . 6.5 2 STORM SEWERMANHOLERIM 23.52INV. 12.73 (E) 48 " R C P INV. 12.68 (W) RIP-R A P RIP - R A P STORM SEWER MANH O L E RIM 2 2.71 INV. 15.46 (E) INV. 14.39 (S) INV. 14 . 1 3 ( W ) STO RM SEW E R MANHOLE RIM 23.46 INV . 1 5 . 3 7 ( E ) INV . 1 5 . 3 3 ( N) INV . 1 9 . 5 5 INV . 18 . 8 9 RIP -RA P STO RM SEW E R YARD I N L E T RIM 20.75 INV . 7 . 3 7 ( E) STORM SEWER YARD I N L E T RIM 23.00 INV. 17 . 2 9 ( W ) INV. 17.44 (N) INV. 17.22 (E) INV. 17.20 (S) STORM S EWER MANHOLE RIM 2 5 . 7 5 INV. 14.54 (N) INV. 17.50 (S) INV. 14 . 4 3 ( W) 36" RCP INV. 9.8 9 STORM SEWER YARD I N L E T RIM 2 2.85 INV . 1 8 . 2 2 ( N) 36 " RCP 24" RCPRIP - R A P INV . 1 8 . 4 7 STO RM SEW E R YARD I N L E T RIM 24.74 INV. 22.48 (E) INV. 19 . 0 9 ( W ) 18 " RCP 15" R C P RIP -RA P INV . 2 2 . 6 7 INV . 22 . 9 0 INV. 23 . 0 8 INV . 2 4 . 1 9 RIP -RA P INV . 2 3 . 9 8 STO RM SEW E R YAR D INLE T RIM 25.40 INV. 22.42 (E) INV. 19.19 (S) SAN W 1 5 "R C P 1 5 " R C P 15"R CP 2 4 "R C P 2 4 "R C P SAN SAN SAN S GAS GAS GA S W W WW W INV. 10.78 WING WALL WING WALL WALL WING WALL INV. 10.69 INV. 10.17 INV . 9.99 WING INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N) INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) STORM SEWERMANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E)INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N) INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALL STORM SEWERMANHOLERIM 24.51INV. 15.24 (NW)INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E)INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWERMANHOLERIM 24.21INV. 13.27 (E)INV. 13.26 (W) STORM SEWERYARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W) STORM SEWER MANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W) STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWER MANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W) STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W) STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W) STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W) STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N)INV. 21.29 (W) INV. 19.71 (E)INV. 18.48 (S) STORM SEWERYARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E) INV. 15.23 (W) STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W) INV. 15.79 INV. 15.91INV. 15.83 Allegheny Drive STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S) STORM SEWERCURB INLETRIM 24.50 (EOP) INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP)INV. 13.76 (E) STORM SEWERMANHOLERIM BURIED STORM SEWERMANHOLERIM 23.84INV. 13.35 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINECURB LINESTORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S) STORM SEWER YARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W)INV. 19.41 (S) STORM SEWER YARD INLETRIM 27.00 INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33 INV. 20.17 INV. 20.99 INV. 20.37 STORM SEWER YARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWER YARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S) STORM SEWERMANHOLERIM 25.11INV. 6.52 STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPRIP-RAP STORM SEWERMANHOLERIM 22.71INV. 15.46 (E) INV. 14.39 (S)INV. 14.13 (W)STORM SEWERMANHOLERIM 23.46INV. 15.37 (E) INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWER YARD INLETRIM 20.75INV. 7.37 (E) STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N) INV. 17.22 (E)INV. 17.20 (S) STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89 STORM SEWER YARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90 INV. 23.08 INV. 24.19RIP-RAPINV. 23.98 STORM SEWER YARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWER CURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W) RIP-RAPINV. 26.57 INV. 26.37 INV. 26.36 INV. 25.34 INV. 25.07 INV. 26.89 RIP-RAPINV. 26.34 STORM SEWER CURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWERCURB INLETEOP 3302INV. 30.71 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWER YARD INLETRIM 37.90INV. 33.80 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S) INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S) INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWERCURB INLETEOP 38.96INV. 36.08 (E) INV. 35.90 (W) STORM SEWERMANHOLERIM 41.90INV. 38.91 (S) INV. 37.69 ( E) INV. 37.47 (W) STORM SEWE R MANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEWERMANHOLERIM 42.01INV. 37.67 (W)INV. 37.62 (S)INV. 37.47 (E) STORM SEWERCURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVED OVER)0 STORM SEWERCURB INLETEOP 30.68 INV.26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWERYARD INLETRIM 21.60 INV.13.28 (N) INV.13.29 (S) STORM SEWER MANHOLE RIM 22.36 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM19.46INV. 15.54 (S) STORM SEWERMANHOLE RIM 22.36 INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S) STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV.12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP) INV. 12.77 (N) INV. 12.75 (E) MSTOPINFO. SIGN INFO. SIGN LIMIT SIGNSPEED SIGNPARKING SIGNPARKINGLIMIT SIGNSPEED INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNSIGNSTREETB-9BOREB-7BOREB-2BORE B-6BOREB-4BOREINFO. SIGN EXIT SIGN LIMIT SIGNSPEED SIGNH\CSIGNH\CSIGNH\CINFO. SIGN INFO. SIGNINFO. SIGN LIMIT SIGNSPEEDINFO.INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN SIGNSTREETSIGNYIELD SIGNYIELD SIGNINFO.SIGNSTREET SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. SIGNYIELD SIGNINFO.SIGNILM SIGNINFO. LIGHT POLETRAFFIC PED.TRAFFIC SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.STOP SIGNSIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN SIGNPARKING INFO. SIGN LIMIT SIGNSPEEDSIGNSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO.SIGN INFO.SIGNINFO.SIGNSIGNPARKING SIGNPARKINGSIGNPARKING SIGNPARKINGSIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKINGSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGINFO.SIGN SIGNH\C SIGNH\C INFO. SIGN SIGNINFO.INFO. SIGN SIGN INFO. SIGN SIGNINFO.L\PL\PL\PL\PP\PP\PP\P P\P P\PP\PP\PP\P G\WG\W G\WG\WG\WG\WG\W G\WG\WSTOPELEC.VAULT INFO. SIGN INFO. SIGN LIMIT SIGNSPEED SIGNPARKING SIGNPARKINGLIMIT SIGNSPEED INFO. SIGN INFO. SIGN ELEC.VAULTINFO. SIGN INFO. SIGNSIGNSTREETELEC.BOXB-9BOREB-7BORE SWITCHCABINETB-2BORE B-6BOREAT&TVAULTB-4BOREINFO. SIGN OVERHEAD LINEEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT 5' SIDEWA L K EXIT SIGN PED.BELLSOUTH CONCRETEMARKER LIMIT SIGNSPEEDPEDESTALAT&TPEDESTAL ELEC. CONDUIT BLOCKFOOTERCONC.HEADWALL CONC.HEADWALL CONC.HEADWALL CONC.FLUME GRAVELPARKINGCONSTRUCTIONTRAILER SIGNH\CSIGNH\CSIGNH\CL\PL\PL\PL\PL\P L\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PINFO. SIGN INFO. SIGNINFO. SIGN LIMIT SIGNSPEEDL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\P L\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PAT&TPEDESTAL L\P P\PL\PINFO.INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGNL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\P L\P INFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGNL\PSTOP SIGNSTOP SIGN TELE.PED.ELEC.MH. TELE.MHELEC.MH.ELEC.MH.ELEC.MH. ELEC.MH.ELEC.MH. TELE.MH TELE.MHTELE.MHTELE.MH TELE.MHTELE.PED.FIBERVAULTELEC.VAULT STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN SIGNSTREETSIGNYIELD PANELELEC. SIGNYIELD SIGNINFO.SIGNSTREET SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\PL\PSIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. SIGNYIELDVALVESEWERSIGNINFO.SIGNVAULT ELEC.PED.ELEC.METERSIGNILM SIGNINFO.VAULTFIBER LIGHT POLETRAFFIC VAULTFIBERVAULTSIGNAL MARKERFIBERELEC.METERVAULTFIBERPED.TRAFFIC SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.STOP SIGNL\PVAULTELEC. EDGE OF PAVEMENT EDGE OF PAVEMENTSIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\PELEC.VAULT SIGNPARKING EDGE OF PAV E M ENT EDGE OF PAVEM E N T EDGE OF PAVEMENT ELEC.VAULTELEC.VAULTINFO. SIGN LIMIT SIGNSPEEDSIGN ELEC.PANELSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO. ELEC.PED.ELEC.PED.SIGNINFO.SIGN INFO.SIGNELEC.PED.INFO.SIGN TICKETBOOTH ELEC.PED. ELEC.VAULTSIGNPARKING L\PSIGNPARKINGSIGNPARKING SIGNPARKINGSIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKING L\PSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGELEC.PED.ELEC.PANELINFO.SIGN SIGNH\C SIGNH\C EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTDUCTVAULTFAAMARKER GENERATORPADBACK FLOWPREVENTERWATERMETEREDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT INFO. SIGN TELE.VAULTELEC.VAULTL\PL\PL\PL\PL\PL\PELEC.VAULT TELE.VAULTELEC.VAULTW\VENCLOSURETELE.VAULT ELEC.VAULT SIGNINFO.TELE.MHTELE.MHELEC.MH.L\PELEC.TRANS. INFO. SIGN ELEC.TRANS.SIGN INFO. SIGNL\PL\PL\PSIGNINFO. ASPHALT DRIVEGRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVEGRAVEL DRIVE SPOIL SIGN STOP SIGN BUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT FENCEFENCEFENCEWALK CONC. WALK CONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 05 KEY MAP CU-102 TAT TAT SCB SITE UTILITY PLAN (SHEET 2 OF 5) NO UTILITY WORK REQUIRED FOR THIS AREA NORTH MA T C H L I N E S E E C U - 1 0 1 MATCHLINE SEE CU-104 PROPOSED DOUBLE CHECKVALVE ASSEBMLY PROPOSED FIRE HYDRANT PROPSED VALVE PROPOSED SEWER CLEANOUT GAS W SAN PROPOSED GAS PROPOSED SANITARY SEWER PROPOSED WATER NOTES PH1A CONSTRUCTION FEATURES EXISTING SEWER MANHOLE EXISTING STORM INLET EXISTING STORM S GAS W SAN EXISTING GAS EXISTING SANITARY SEWER LEGEND EXISTING FIRE HYDRANT EXISTING VALVE EXISTING WATER SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 4 8 6 7 3 2 \ I L M B P 2 - P h 1 B 2 - C U - 1 0 0 - 1 0 6 . d w g Pl o t t e d b y : T a y l o r T h o m a s Pl o t t e d o n : 8 / 2 2 / 2 0 2 4 1 0 : 3 8 A M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 100% DESIGN 08/09/2024 M PROPOSED WATER METER PROPOSED STORM 1. ALL UTILITY LOCATIONS TO BE VERIFIED BY CONTRACTOR. 2. EXISTING INFORMATION IS BASED ON: 2.a. JULY 15, 2022 AND JANUARY 12, 2024 SURVEY 2.b. LOT F IS BASED ON OCTOBER 2023 CAD FILERECEIVED FROM ILM CONSULTANT. 3. ALL UTILITY PLAN SHEETS MUST BE PRINTED IN COLOR. 4. WATER MAIN AND SANITARY SEWER UTILITIES SHALL MEET CAPE FEAR PUBLIC UTILITY AUTHORITY (CFPUA) REQUIREMENTS. SEESPECIAL PROVISION 16 5. ALL STEEL CASING FOR UTILITY PROTECTIONS SHALL EXTEND A MINIMUM OF 3FT PAST THE ACTIVE ROADWAY UNLESS SPECIFIED OTHERWISE. 6. STEEL CASING LENGTHS ARE APPROXIMATE ANDBASED ON BEST AVAILABLE UTILITY DATA. 7. STEEL CASINGS TO BE INSTALLED VIA OPEN CUT METHOD. 8. RESTRAINED FITTINGS SHALL BE INSTALLED ON ALL PIPE JOINTS WITHIN STEEL CASINGS. 08/23/2024ADDENDUM #11 1 INFO. S I G N INFO. SI G N LIM IT SIGN SPE E D SIG NPARKING LIM IT S IGN SPEED B-9 BORE B-7 BORE B-6 BORE B-4 BORE EX I T SIGN LIM IT SIGN SPEED C-5 SI G N B-5 SIGN B-4 SIGN C-4 SIGN SIGNPAR K I NG INFO. S I G N INFO. SI G N LIM IT SIGN SPE E D SIG NPARKING LIM IT S IGN SPEED B-9 BORE B-7 BORE B-6 BORE B-4 BORE EX I T SIGN LIM IT SIGN SPEED C-5 SI G N B-5 SIGN B-4 SIGN C-4 SIGN SIGNPAR K I NG A I R P O R T B L V D LOT F H E W LE TT D RIV E XX XX XX XX L\P L\P P\P P\P P\P G\W G\W G\W G\W G\W G\W ELE C . VAULT PED.BELLS OUTH L\P L\P L\P L\P ELE C . VAU L T T A A A A A A A A A A A A A A STORM SEWER MANHOLE RIM 2 4.22 INV . 1 2 . 0 3 ( N) INV. 11.82 (E) INV. 12.42 (S) INV. 11 . 8 6 ( W) 72" RC P 48" R CP 60" RC P 24" RC P STORM S EWER YARD I N L E T RIM 19.40 INV . 1 6 . 2 3 ( N) INV. 16.26 (S) STOR M SEWER YARD I N L E T RIM 22.11 INV. 17.98 (E) INV. 17.87 (S) STORM S EWER MANH O L E RIM 2 4.12 INV. 12.22 (E) INV. 1 2 . 2 2 ( W ) STORM SEWER MANH O L E RIM 2 4.21 INV. 13.27 (E) INV. 1 3 . 2 6 ( W ) 48 " RC P 72 " RC P STOR M S EWER YAR D INLET RIM 2 3 . 3 0 INV. 14.36 (E) INV. 1 4 . 3 2 ( W ) STO RM SEW E R MANH O L E RIM 27.81 INV. 15.75 (E) INV. 1 5 . 7 5 ( W ) 48" RC P 48" RC P 18" RC P STO RM SEW E R YARD I N L E T RIM 26.71 INV. 23.30 (E) INV. 2 3 . 2 8 ( W ) 30" R C P STORM S EWER YARD I N L E T RIM 25.28 INV . 1 8 . 5 0 ( N) INV. 2 1 . 2 9 ( W ) INV. 19.71 (E) INV. 18.48 (S) 3 0 " R C P STO RM SEW E R YARD I N L E T RIM 23.30 INV. 15.23 (E) INV. 1 5 . 2 3 ( W ) STORM SEWER YARD I N L E T RIM 2 4.80 INV. 15.63 (E) INV. 1 5 . 6 1 ( W ) 42" RCP INV . 15 . 7 9 I N V . 1 5 . 9 1 I N V . 1 5 . 8 3 STORM SEWER YARD I N L E T RIM 21.15 INV. 14.45 (E) INV. 13.91 (S) STORM S EWER YARD I N L E T RIM 22.00 INV. 16.98 (E) INV. 1 6 . 4 5 ( W ) SAN SAN SAN SAN SAN SAN SAN SAN SAN I TARY SEW ER MAN HOLE RIM 25.08 INV. 11.50 SANITARY SEWER MANHOLE RIM 27.00 INV . s e a l e d SANITARY SEWER MANHOLE RIM 2 6 . 5 6 INV . s e a l e d SANITARY SEWER MANHOLE RIM 2 7.14 INV. 14.83SAN I TARY SEW ER MANHOLE RIM 28.78 SANITARY SEWER MANH O L E RIM 2 4 . 7 0 INV. sealed SANITARY SEWER MANHOLE RIM 2 4 . 2 9 INV. seale d SA N S A N SA N S A N SAN S S S S S S W W W W W W GA S GA S GA S GAS GAS GA S GA S GA S W W GAS CONC. HEA D W A L L CONC. HEAD WALL CO NC. HEA D W A L L CONC. FLU M E STORM SEWER MANHOLE RIM 2 4.21 INV. 13.27 (E) INV. 1 3 . 2 6 ( W ) ADJUST EXISTING SANITARYMANHOLE TO THE FINISHED GRADE.SEE SHEET CU-106 DETAIL S-15 INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N) INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) STORM SEWERMANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E)INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N) INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALL STORM SEWERMANHOLERIM 24.51INV. 15.24 (NW)INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E)INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWERMANHOLERIM 24.21INV. 13.27 (E)INV. 13.26 (W) STORM SEWERYARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W) STORM SEWER MANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W) STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWER MANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W) STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W) STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W) STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W) STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N)INV. 21.29 (W) INV. 19.71 (E)INV. 18.48 (S) STORM SEWERYARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E) INV. 15.23 (W) STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W) INV. 15.79 INV. 15.91INV. 15.83 Allegheny Drive STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S) STORM SEWERCURB INLETRIM 24.50 (EOP) INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP)INV. 13.76 (E) STORM SEWERMANHOLERIM BURIED STORM SEWERMANHOLERIM 23.84INV. 13.35 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINECURB LINESTORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S) STORM SEWER YARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W)INV. 19.41 (S) STORM SEWER YARD INLETRIM 27.00 INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33 INV. 20.17 INV. 20.99 INV. 20.37 STORM SEWER YARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWER YARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S) STORM SEWERMANHOLERIM 25.11INV. 6.52 STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPRIP-RAP STORM SEWERMANHOLERIM 22.71INV. 15.46 (E) INV. 14.39 (S)INV. 14.13 (W)STORM SEWERMANHOLERIM 23.46INV. 15.37 (E) INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWER YARD INLETRIM 20.75INV. 7.37 (E) STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N) INV. 17.22 (E)INV. 17.20 (S) STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89 STORM SEWER YARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90 INV. 23.08 INV. 24.19RIP-RAPINV. 23.98 STORM SEWER YARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWER CURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W) RIP-RAPINV. 26.57 INV. 26.37 INV. 26.36 INV. 25.34 INV. 25.07 INV. 26.89 RIP-RAPINV. 26.34 STORM SEWER CURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWERCURB INLETEOP 3302INV. 30.71 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWER YARD INLETRIM 37.90INV. 33.80 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S) INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S) INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWERCURB INLETEOP 38.96INV. 36.08 (E) INV. 35.90 (W) STORM SEWERMANHOLERIM 41.90INV. 38.91 (S) INV. 37.69 ( E) INV. 37.47 (W) STORM SEWE R MANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEWERMANHOLERIM 42.01INV. 37.67 (W)INV. 37.62 (S)INV. 37.47 (E) STORM SEWERCURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVED OVER)0 STORM SEWERCURB INLETEOP 30.68 INV.26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWERYARD INLETRIM 21.60 INV.13.28 (N) INV.13.29 (S) STORM SEWER MANHOLE RIM 22.36 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM19.46INV. 15.54 (S) STORM SEWERMANHOLE RIM 22.36 INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S) STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV.12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP) INV. 12.77 (N) INV. 12.75 (E) MSTOPINFO. SIGN INFO. SIGN LIMIT SIGNSPEED SIGNPARKING SIGNPARKINGLIMIT SIGNSPEED INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNSIGNSTREETB-9BOREB-7BOREB-2BORE B-6BOREB-4BOREINFO. SIGN EXIT SIGN LIMIT SIGNSPEED SIGNH\CSIGNH\CSIGNH\CINFO. SIGN INFO. SIGNINFO. SIGN LIMIT SIGNSPEEDINFO.INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN SIGNSTREETSIGNYIELD SIGNYIELD SIGNINFO.SIGNSTREET SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. SIGNYIELD SIGNINFO.SIGNILM SIGNINFO. LIGHT POLETRAFFIC PED.TRAFFIC SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.STOP SIGNSIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN SIGNPARKING INFO. SIGN LIMIT SIGNSPEEDSIGNSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO.SIGN INFO.SIGNINFO.SIGNSIGNPARKING SIGNPARKINGSIGNPARKING SIGNPARKINGSIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKINGSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGINFO.SIGN SIGNH\C SIGNH\C INFO. SIGN SIGNINFO.INFO. SIGN SIGN INFO. SIGN SIGNINFO.L\PL\PL\PL\PP\PP\PP\P P\P P\PP\PP\PP\P G\WG\W G\WG\WG\WG\WG\W G\WG\WSTOPELEC.VAULT INFO. SIGN INFO. SIGN LIMIT SIGNSPEED SIGNPARKING SIGNPARKINGLIMIT SIGNSPEED INFO. SIGN INFO. SIGN ELEC.VAULTINFO. SIGN INFO. SIGNSIGNSTREETELEC.BOXB-9BOREB-7BORE SWITCHCABINETB-2BORE B-6BOREAT&TVAULTB-4BOREINFO. SIGN OVERHEAD LINEEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT 5' SIDEWA L K EXIT SIGN PED.BELLSOUTH CONCRETEMARKER LIMIT SIGNSPEEDPEDESTALAT&TPEDESTAL ELEC. CONDUIT BLOCKFOOTERCONC.HEADWALL CONC.HEADWALL CONC.HEADWALL CONC.FLUME GRAVELPARKINGCONSTRUCTIONTRAILER SIGNH\CSIGNH\CSIGNH\CL\PL\PL\PL\PL\P L\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PINFO. SIGN INFO. SIGNINFO. SIGN LIMIT SIGNSPEEDL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\P L\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PAT&TPEDESTAL L\P P\PL\PINFO.INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGNL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\P L\P INFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGNL\PSTOP SIGNSTOP SIGN TELE.PED.ELEC.MH. TELE.MHELEC.MH.ELEC.MH.ELEC.MH. ELEC.MH.ELEC.MH. TELE.MH TELE.MHTELE.MHTELE.MH TELE.MHTELE.PED.FIBERVAULTELEC.VAULT STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN SIGNSTREETSIGNYIELD PANELELEC. SIGNYIELD SIGNINFO.SIGNSTREET SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\PL\PSIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. SIGNYIELDVALVESEWERSIGNINFO.SIGNVAULT ELEC.PED.ELEC.METERSIGNILM SIGNINFO.VAULTFIBER LIGHT POLETRAFFIC VAULTFIBERVAULTSIGNAL MARKERFIBERELEC.METERVAULTFIBERPED.TRAFFIC SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.STOP SIGNL\PVAULTELEC. EDGE OF PAVEMENT EDGE OF PAVEMENTSIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\PELEC.VAULT SIGNPARKING EDGE OF PAV E M ENT EDGE OF PAVEM E N T EDGE OF PAVEMENT ELEC.VAULTELEC.VAULTINFO. SIGN LIMIT SIGNSPEEDSIGN ELEC.PANELSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO. ELEC.PED.ELEC.PED.SIGNINFO.SIGN INFO.SIGNELEC.PED.INFO.SIGN TICKETBOOTH ELEC.PED. ELEC.VAULTSIGNPARKING L\PSIGNPARKINGSIGNPARKING SIGNPARKINGSIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKING L\PSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGELEC.PED.ELEC.PANELINFO.SIGN SIGNH\C SIGNH\C EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTDUCTVAULTFAAMARKER GENERATORPADBACK FLOWPREVENTERWATERMETEREDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT INFO. SIGN TELE.VAULTELEC.VAULTL\PL\PL\PL\PL\PL\PELEC.VAULT TELE.VAULTELEC.VAULTW\VENCLOSURETELE.VAULT ELEC.VAULT SIGNINFO.TELE.MHTELE.MHELEC.MH.L\PELEC.TRANS. INFO. SIGN ELEC.TRANS.SIGN INFO. SIGNL\PL\PL\PSIGNINFO. ASPHALT DRIVEGRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVEGRAVEL DRIVE SPOIL SIGN STOP SIGN BUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT FENCEFENCEFENCEWALK CONC. WALK CONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 05 KEY MAP CU-103 TAT TAT SCB SITE UTILITY PLAN (SHEET 3 OF 5) NORTH MA T C H L I N E S E E C U - 1 0 4 MATCHLINE SEE CU-101 MATCHLINE SEE CU-105 PROPOSED DOUBLE CHECKVALVE ASSEBMLY PROPOSED FIRE HYDRANT PROPSED VALVE PROPOSED SEWER CLEANOUT GAS W SAN PROPOSED GAS PROPOSED SANITARY SEWER PROPOSED WATER NOTES PH1A CONSTRUCTION FEATURES EXISTING SEWER MANHOLE EXISTING STORM INLET PROPOSED STORM S GAS W SAN EXISTING GAS EXISTING SANITARY SEWER LEGEND EXISTING FIRE HYDRANT EXISTING VALVE EXISTING WATER SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 4 8 6 7 3 2 \ I L M B P 2 - P h 1 B 2 - C U - 1 0 0 - 1 0 6 . d w g Pl o t t e d b y : T a y l o r T h o m a s Pl o t t e d o n : 8 / 2 2 / 2 0 2 4 1 0 : 3 8 A M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 100% DESIGN 08/09/2024 M PROPOSED WATER METER EXISTING STORM 1. ALL UTILITY LOCATIONS TO BE VERIFIED BY CONTRACTOR. 2. EXISTING INFORMATION IS BASED ON: 2.a. JULY 15, 2022 AND JANUARY 12, 2024 SURVEY 2.b. LOT F IS BASED ON OCTOBER 2023 CAD FILERECEIVED FROM ILM CONSULTANT. 3. ALL UTILITY PLAN SHEETS MUST BE PRINTED IN COLOR. 4. WATER MAIN AND SANITARY SEWER UTILITIES SHALL MEET CAPE FEAR PUBLIC UTILITY AUTHORITY (CFPUA) REQUIREMENTS. SEESPECIAL PROVISION 16 5. ALL STEEL CASING FOR UTILITY PROTECTIONS SHALL EXTEND A MINIMUM OF 3FT PAST THE ACTIVE ROADWAY UNLESS SPECIFIED OTHERWISE. 6. STEEL CASING LENGTHS ARE APPROXIMATE ANDBASED ON BEST AVAILABLE UTILITY DATA. 7. STEEL CASINGS TO BE INSTALLED VIA OPEN CUT METHOD. 8. RESTRAINED FITTINGS SHALL BE INSTALLED ON ALL PIPE JOINTS WITHIN STEEL CASINGS. 08/23/2024ADDENDUM #11 1 X X CU R B L IN E CURB LI N E X X X X X X X SIGNH\C SIGNH\C SIGNH\C INFO. S I G N INFO. SIGN INFO. S I G N INFO. S I G N B-5 SIGN B - 4 S I G N B - 3 S I G N B - 2 S I G N B - 1 SI G N C-1 S I G N C-2 S I G N C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN B-5 S IGN B-5 S IGN B-4 SI G N B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGN C-4 SIGN C-3 SIGN B-3 SIGN C-2 SIGN B-2 SIGN C-1 SIGN B-1 SIGN S I G N H \ C SIGN H\ C SI GN H\C SIGNH\C S I GN H \ C SIG N H\C SIG N H\C SI GN H \ C C - 3 S IG N C - 3 SI G N C - 4 SI G N C- 4 S I G N LIM IT SIGN SPE E D SIGNINF O.SIGNINF O. SIGNINF O. SIGNINF O. SIG NINF O. SIGNINFO. SIGNINF O. SIGNINF O. SIGNINF O. INF O. SIGN INFO. SIG N SIGNPAR K I NG SIGNINF O. INFO. SIGN SIGNINF O. SIGNH\C SIGNH\C SIGNH\C INFO. S I G N INFO. SIGN INFO. S I G N INFO. S I G N B-5 SIGN B - 4 S I G N B - 3 S I G N B - 2 S I G N B - 1 SI G N C-1 S I G N C-2 S I G N C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN B-5 S IGN B-5 S IGN B-4 SI G N B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGN C-4 SIGN C-3 SIGN B-3 SIGN C-2 SIGN B-2 SIGN C-1 SIGN B-1 SIGN S I G N H \ C SIGN H\ C SI GN H\C SIGNH\C S I GN H \ C SIG N H\C SIG N H\C SI GN H \ C C - 3 S IG N C - 3 SI G N C - 4 SI G N C- 4 S I G N LIM IT SIGN SPE E D SIGNINF O.SIGNINF O. SIGNINF O. SIGNINF O. SIG NINF O. SIGNINFO. SIGNINF O. SIGNINF O. SIGNINF O. INF O. SIGN INFO. SIG N TIC KET BOOT H SIGNPAR K I NG SIGNINF O. INFO. SIGN SIGNINF O. FE NCE LOT D LOT C AI RPORT BOULEVARD TER M INA L XX L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\B L\P L\B L\B L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P L\P ELE C . VAULT ELE C . VAULT ELE C . PED. ELE C . PED. ELEC. PED. ELE C . PED. ELE C . PED. ELE C . VAU LT L\P TELE. VAULT ELE C . VAU LT T TELE. MH T TELE. MH ELE C . MH. E L\B L\B L\B L\B L\B L\B L\B L\B L\B L\B L\B L\B L\B L\BL\B L\B L\B L\B L\B L\B L\B L\B L\B L\B L\B L\B L\B L\P L\BL\BL\B E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T TV TV E T T T T T T T T T T T L\B L\B L\B L\B L\P L\P L\P L\P L\P L\B L\B L\P L\P L\B L\B L\B L\B L\P INT ER I M TER M I NA L CU R B F RO N T STO RM SEW E R YAR D INLE T INV. 22.42 (E) RIP -RA P INV. 22 . 8 4 INV. 16.98 (E) INV. 16 . 4 5 ( W ) STORM SEWER CUR B INL ET EOP 2 7.71 INV. 23.00 (N) INV. 22.14 (S) INV. 21.836 (W) STOR M SEWE R CUR B INLET EOP 27 . 3 4 INV. 24.15 (E) INV. 23.80 (S) STORM SEWER CUR B INL ET EOP 29 . 0 4 INV. 25 . 5 2 ( W ) INV . 2 6 . 5 7 STO RM SEW E R YARD I N L E T RIM 37.90 INV. 3 3 . 8 0 ( E) STOR M SEWER CUR B INLET EOP 37 . 6 7 INV. 34.28 (S) INV. 33 . 9 6 ( W ) STO RM SEW E R CUR B INL ET EOP 32 . 3 1 INV. 28.96 (E) INV. 28 . 8 2 ( W ) STO RM SEW E R CUR B INL ET EOP 31 . 1 8 INV. 28.01 (E) INV. 27 . 5 8 ( W ) STO RM SEW E R CUR B INL ET EOP 31 . 1 6 INV. 26.77 (E) INV. 27 . 5 8 ( W ) 15" R CP 18" RC P 18" RC P 24 " R C P STO RM SEW E R CUR B INLET EOP 31 . 1 0 INV . 2 7 . 8 1 ( N) STORM SEWER CUR B INL ET EOP 3 1.12 INV. 26.85 (S) INV. 26.67 (N) 1 5" R C P STORM SEW ER CURB INLET E OP 32.13 INV. 29.1 9 (E) INV. 29.1 2 (N) STO RM SE W ER CU R B I N L ET EO P 38.96 INV. 3 6 . 0 8 ( E ) INV. 35. 90 (W) ST O RM S E W E R MAN HOLE RIM 41.90 INV. 38.91 (S ) IN V . 3 7 . 6 9 ( E ) INV . 37 . 47 (W ) STO RM S EWER MA N H O L E R I M 42.63 IN V. 3 8 . 4 6 ( S ) IN V. 3 8 . 2 9 ( E ) S T O R M S E W E R M A N H O L E R I M 4 2 . 0 1 I N V . 3 7. 6 7 ( W ) I N V . 3 7 . 6 2 ( S ) I N V . 3 7 . 4 7 ( E ) STO RM SE W E R CUR B INLE T EO P 27.90 INV. 22.4 7 ( E ) INV . 22.19 (N) STORM SE WER M ANHOLE RIM (PA V E D O VER ) 0 STO RM SE W E R CUR B INL E T EOP 3 0.68 INV . 26.6 9 ( S ) I N V . 25.9 2 ( E ) I N V . 25.6 9 ( W ) SANIT A RY SEWER MANHO L E RIM 4 2.31 INV. 15 . 1 5 SANITARY SEWER MANHOLE RIM 30.68 INV. 12 . 2 6 SANITA RY SEWER MANHO L E RIM (COVERED) INV. (C OVERED) SANITARY SEWER MANHO L E RIM ( C OVERED) INV. (COV E R E D ) SANITARY SEWER MANHO L E RIM ( C OVERED) INV. (COV E R E D ) SAN SAN SAN S A N SAN SAN SAN S A N S A N S A N S A N SA N S A N SA N S A N SAN SAN SAN SAN SAN SAN SAN SA N S AN SA N SAN S A N SAN S A N S A N S A N SAN S S S S S W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 15"R CP 15"R CP 1 5 " R C P 15"RCP W G A S GAS GAS GA S G AS GA S GA S G AS G A S GAS G AS GAS G A S G A S G AS G AS G A S W W W W W W W W W W W W W SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN S S 15"R CP 15"RCP W\V ENCLOS URE STOR M SEWER YARD I N L E T RIM 25.40 INV. 22.42 (E) INV. 19.19 (S) 2" WATER SERVICE TAP WITH SADDLE.SEE SHEET CU-106 DETAIL W-3 6" LATERAL CONNECTION WITH WYE TAPPINGSADDLE ON EXISTING 8" MAIN.SEE SHEET CU-106 DETAIL S-12 SAN ADJUST EXISTING SANITARYMANHOLE TO THE FINISHED GRADE.SEE SHEET CU-106 DETAIL S-15 ADJUST EXISTING SANITARYMANHOLE TO THE FINISHED GRADE.SEE SHEET CU-106 DETAIL S-15 ADJUST EXISTING SANITARYMANHOLE TO THE FINISHED GRADE.SEE SHEET CU-106 DETAIL S-15 RELOCATE EXISTING HYDRANT AND VALVE.SEE SHEET CU-106 DETAIL W-9 ADJUST EXISTING WATER VALVE BOXES TO THE FINISHED GRADE. W W 2" GATE VALVE AND VALVE BOX. SEE SHEET CU-106 DETAIL W-3 INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N) INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) STORM SEWERMANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E)INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N) INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALL STORM SEWERMANHOLERIM 24.51INV. 15.24 (NW)INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E)INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWERMANHOLERIM 24.21INV. 13.27 (E)INV. 13.26 (W) STORM SEWERYARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W) STORM SEWER MANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W) STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWER MANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W) STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W) STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W) STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W) STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N)INV. 21.29 (W) INV. 19.71 (E)INV. 18.48 (S) STORM SEWERYARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E) INV. 15.23 (W) STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W) INV. 15.79 INV. 15.91INV. 15.83 Allegheny Drive STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S) STORM SEWERCURB INLETRIM 24.50 (EOP) INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP)INV. 13.76 (E) STORM SEWERMANHOLERIM BURIED STORM SEWERMANHOLERIM 23.84INV. 13.35 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINECURB LINESTORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S) STORM SEWER YARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W)INV. 19.41 (S) STORM SEWER YARD INLETRIM 27.00 INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33 INV. 20.17 INV. 20.99 INV. 20.37 STORM SEWER YARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWER YARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S) STORM SEWERMANHOLERIM 25.11INV. 6.52 STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPRIP-RAP STORM SEWERMANHOLERIM 22.71INV. 15.46 (E) INV. 14.39 (S)INV. 14.13 (W)STORM SEWERMANHOLERIM 23.46INV. 15.37 (E) INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWER YARD INLETRIM 20.75INV. 7.37 (E) STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N) INV. 17.22 (E)INV. 17.20 (S) STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89 STORM SEWER YARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90 INV. 23.08 INV. 24.19RIP-RAPINV. 23.98 STORM SEWER YARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWER CURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W) RIP-RAPINV. 26.57 INV. 26.37 INV. 26.36 INV. 25.34 INV. 25.07 INV. 26.89 RIP-RAPINV. 26.34 STORM SEWER CURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWERCURB INLETEOP 3302INV. 30.71 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWER YARD INLETRIM 37.90INV. 33.80 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S) INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S) INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWERCURB INLETEOP 38.96INV. 36.08 (E) INV. 35.90 (W) STORM SEWERMANHOLERIM 41.90INV. 38.91 (S) INV. 37.69 ( E) INV. 37.47 (W) STORM SEWE R MANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEWERMANHOLERIM 42.01INV. 37.67 (W)INV. 37.62 (S)INV. 37.47 (E) STORM SEWERCURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVED OVER)0 STORM SEWERCURB INLETEOP 30.68 INV.26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWERYARD INLETRIM 21.60 INV.13.28 (N) INV.13.29 (S) STORM SEWER MANHOLE RIM 22.36 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM19.46INV. 15.54 (S) STORM SEWERMANHOLE RIM 22.36 INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S) STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV.12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP) INV. 12.77 (N) INV. 12.75 (E) MSTOPINFO. SIGN INFO. SIGN LIMIT SIGNSPEED SIGNPARKING SIGNPARKINGLIMIT SIGNSPEED INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNSIGNSTREETB-9BOREB-7BOREB-2BORE B-6BOREB-4BOREINFO. SIGN EXIT SIGN LIMIT SIGNSPEED SIGNH\CSIGNH\CSIGNH\CINFO. SIGN INFO. SIGNINFO. SIGN LIMIT SIGNSPEEDINFO.INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN SIGNSTREETSIGNYIELD SIGNYIELD SIGNINFO.SIGNSTREET SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. SIGNYIELD SIGNINFO.SIGNILM SIGNINFO. LIGHT POLETRAFFIC PED.TRAFFIC SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.STOP SIGNSIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN SIGNPARKING INFO. SIGN LIMIT SIGNSPEEDSIGNSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO. SIGNINFO.SIGN INFO.SIGNINFO.SIGNSIGNPARKING SIGNPARKINGSIGNPARKING SIGNPARKINGSIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKINGSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGINFO.SIGN SIGNH\C SIGNH\C INFO. SIGN SIGNINFO.INFO. SIGN SIGN INFO. SIGN SIGNINFO.L\PL\PL\PL\PP\PP\PP\P P\P P\PP\PP\PP\P G\WG\W G\WG\WG\WG\WG\W G\WG\WSTOPELEC.VAULT INFO. SIGN INFO. SIGN LIMIT SIGNSPEED SIGNPARKING SIGNPARKINGLIMIT SIGNSPEED INFO. SIGN INFO. SIGN ELEC.VAULTINFO. SIGN INFO. SIGNSIGNSTREETELEC.BOXB-9BOREB-7BORE SWITCHCABINETB-2BORE B-6BOREAT&TVAULTB-4BOREINFO. SIGN OVERHEAD LINEEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT 5' SIDEWA L K EXIT SIGN PED.BELLSOUTH CONCRETEMARKER LIMIT SIGNSPEEDPEDESTALAT&TPEDESTAL ELEC. CONDUIT BLOCKFOOTERCONC.HEADWALL CONC.HEADWALL CONC.HEADWALL CONC.FLUME GRAVELPARKINGCONSTRUCTIONTRAILER SIGNH\CSIGNH\CSIGNH\CL\PL\PL\PL\PL\P L\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PINFO. SIGN INFO. SIGNINFO. SIGN LIMIT SIGNSPEEDL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\P L\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PAT&TPEDESTAL L\P P\PL\PINFO.INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGNL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\P L\P INFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGNL\PSTOP SIGNSTOP SIGN TELE.PED.ELEC.MH. TELE.MHELEC.MH.ELEC.MH.ELEC.MH. ELEC.MH.ELEC.MH. TELE.MH TELE.MHTELE.MHTELE.MH TELE.MHTELE.PED.FIBERVAULTELEC.VAULT STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN SIGNSTREETSIGNYIELD PANELELEC. SIGNYIELD SIGNINFO.SIGNSTREET SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\PL\PSIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. SIGNYIELDVALVESEWERSIGNINFO.SIGNVAULT ELEC.PED.ELEC.METERSIGNILM SIGNINFO.VAULTFIBER LIGHT POLETRAFFIC VAULTFIBERVAULTSIGNAL MARKERFIBERELEC.METERVAULTFIBERPED.TRAFFIC SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.STOP SIGNL\PVAULTELEC. EDGE OF PAVEMENT EDGE OF PAVEMENTSIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\PELEC.VAULT SIGNPARKING EDGE OF PAV E M ENT EDGE OF PAVEM E N T EDGE OF PAVEMENT ELEC.VAULTELEC.VAULTINFO. SIGN LIMIT SIGNSPEEDSIGN ELEC.PANELSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO. ELEC.PED.ELEC.PED.SIGNINFO.SIGN INFO.SIGNELEC.PED.INFO.SIGN TICKETBOOTH ELEC.PED. ELEC.VAULTSIGNPARKING L\PSIGNPARKINGSIGNPARKING SIGNPARKINGSIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKING L\PSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGELEC.PED.ELEC.PANELINFO.SIGN SIGNH\C SIGNH\C EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTDUCTVAULTFAAMARKER GENERATORPADBACK FLOWPREVENTERWATERMETEREDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT INFO. SIGN TELE.VAULTELEC.VAULTL\PL\PL\PL\PL\PL\PELEC.VAULT TELE.VAULTELEC.VAULTW\VENCLOSURETELE.VAULT ELEC.VAULT SIGNINFO.TELE.MHTELE.MHELEC.MH.L\PELEC.TRANS. INFO. SIGN ELEC.TRANS.SIGN INFO. SIGNL\PL\PL\PSIGNINFO. ASPHALT DRIVEGRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVEGRAVEL DRIVE SPOIL SIGN STOP SIGN BUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT FENCEFENCEFENCEWALK CONC. WALK CONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 05 KEY MAP CU-104 TAT TAT SCB SITE UTILITY PLAN (SHEET 4 OF 5) NORTH MA T C H L I N E S E E C U - 1 0 3 MATCHLINE SEE CU-102 MATCHLINE SEE CU-105 PROPOSED DOUBLE CHECKVALVE ASSEBMLY PROPOSED FIRE HYDRANT PROPSED VALVE PROPOSED SEWER CLEANOUT GAS W SAN PROPOSED GAS PROPOSED SANITARY SEWER PROPOSED WATER NOTES PH1A CONSTRUCTION FEATURES EXISTING SEWER MANHOLE EXISTING STORM INLET EXISTING STORM S GAS W SAN EXISTING GAS EXISTING SANITARY SEWER LEGEND EXISTING FIRE HYDRANT EXISTING VALVE EXISTING WATER SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 4 8 6 7 3 2 \ I L M B P 2 - P h 1 B 2 - C U - 1 0 0 - 1 0 6 . d w g Pl o t t e d b y : T a y l o r T h o m a s Pl o t t e d o n : 8 / 2 2 / 2 0 2 4 1 0 : 3 8 A M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 100% DESIGN 08/09/2024 M PROPOSED WATER METER PROPOSED STORM 1. ALL UTILITY LOCATIONS TO BE VERIFIED BY CONTRACTOR. 2. EXISTING INFORMATION IS BASED ON: 2.a. JULY 15, 2022 AND JANUARY 12, 2024 SURVEY 2.b. LOT F IS BASED ON OCTOBER 2023 CAD FILERECEIVED FROM ILM CONSULTANT. 3. ALL UTILITY PLAN SHEETS MUST BE PRINTED IN COLOR. 4. WATER MAIN AND SANITARY SEWER UTILITIES SHALL MEET CAPE FEAR PUBLIC UTILITY AUTHORITY (CFPUA) REQUIREMENTS. SEESPECIAL PROVISION 16 5. ALL STEEL CASING FOR UTILITY PROTECTIONS SHALL EXTEND A MINIMUM OF 3FT PAST THE ACTIVE ROADWAY UNLESS SPECIFIED OTHERWISE. 6. STEEL CASING LENGTHS ARE APPROXIMATE ANDBASED ON BEST AVAILABLE UTILITY DATA. 7. STEEL CASINGS TO BE INSTALLED VIA OPEN CUT METHOD. 8. RESTRAINED FITTINGS SHALL BE INSTALLED ON ALL PIPE JOINTS WITHIN STEEL CASINGS. 08/23/2024ADDENDUM #11 1 C U R B L I N E CURB LIN E B-2 BOR E INF O. S IGN INF O. INFO. SIGN INFO. SI G N C-5 SIGNLIM IT SIGN SPEED SIGN SIGNPAR K I NG SIG NPARKINGSIGNPARKING INF O. SIG N SIGNH\C SIGNH\C B-2 BOR E INF O. S IGN CON C R E TE MARKER INF O. INFO. SIGN INFO. SI G N C-5 SIGNLIM IT SIGN SPEED SIGN SIGNPAR K I NG SIG NPARKINGSIGNPARKING INF O. SIG N SIGNH\C SIGNH\C X X X X X X X X X X X X X X X X X SIG N STOP SIGN MH MH MH CON C R E TE WALK H\CSIGN CREWCAR X M O D E R N A V I A T I O N A C C E S S R O A D MOD E R N A V IA TION D R IV E WA Y A IRP ORT B OULE V A RD A RF F A CCE S S RO A D T E M P R D W Y M O DE RN A V I A TI O N P A RK I NG L O T LOT E AIRPORT BOULEVARD DOLAN DRIVE HE WLETT D R I V E TRA SK DRI VE XXXXXXXXXXXXXXXX XX XX XX XX XXXXXXXXXXXX P\P P\P P\P G\W G\W SWITCH CAB I NET AT&T VAULT OV E R HEA D LINE AT& T PED E S T A L L\P L\P L\P L\P L\P L\P L\P L\P AT& T PED EST A L L\P L\P L\P L\P ELEC.PED. ELEC. PANEL L\P E E T T T T C T P\P GUY WIRE P\PP\P GUYWIRE T T T T T T T T T T T T AT&T HAND H O LE AT&T HAND H O LE TRANSFORMER T T T T T T T TT T T T T T L\P PHON E PED. L\P L\P L\P TRANSFORMER AT&T VAULT PED E S T A L IN TER IM T ER MI N AL C URBF RON T 150 LF OF 8" SPLIT STEELCASING FOR EX. GAS LINE. N: 190886.00 E: 2329181.16 N: 190805.28 E: 2329307.22 S TORM SE WER MA N H O L E RIM 29.2 8 INV. 1 6 . 8 9 ( W ) STO RM SEW E R MANHOLE RIM 29.06 INV. 20.05 (N) INV. 20 . 0 4 ( W ) STO RM SEW E R MANHOLE RIM 28.91 INV . 1 3 . 4 4 ( N) INV. 24.46 (E) INV. 13.41 (S) ST ORM S E W E R MANH OLE RIM 2 8.14 IN V. 13.44 (N) INV . 24 . 4 6 ( E) INV . 2 4.82 (W ) 72 " R C P 72" R CP 18" RC P 18" OVAL STOR M SEWER YARD I N L E T RIM 27.23 INV. 24.96 (E) INV. 24 . 9 9 ( W ) 18" R C P 18" RC P 18" RC P STOR M SEWE R YARD I N L E T RIM 27.74 INV. 24.67 (E) INV. 24 . 5 3 ( W ) 18 " R C P 18 " R C P STO RM SEW E R YARD I N L E T RIM 26.85 INV . 2 0 . 6 5 ( N) INV. 20.65 (S) 24" RCP RIP-R A P INV . 26 . 5 7 INV . 2 6 . 8 9 RIP-R A P INV . 26 . 3 4 STO RM SEW E R CUR B INL E T EOP 31 . 8 1 INV. 28 . 5 2 ( W ) INV. 28.26 (E) STO RM SEW E R CUR B INLET EOP 3302 INV. 3 0 . 7 1 ( E)15" R CP MH SAN S A N SANITARY SEWER MANHOLE RIM 28.72 INV . 16 . 0 2 SANITARY SEWER MANH O L E RIM 2 9.26 INV. fu l l o f d i r t SA N S A N SA N SA N SA N S A N SA N SA N SANITARY SEWER MAN HOLE RIM 2 9 . 9 1 INV. 15 . 3 4 SANIT A RY SEWER MANHOLE RIM 31.99 INV . 2 1 . 2 6 ( N) INV. 17 . 0 3 ( W ) SANIT A RY SEWER MANH O L E RIM 2 9.39 INV. 23 . 3 5 SAN S A N S A N S A N S A N SAN SAN SAN SAN SAN SAN SAN SAN S S S S S S W W W W W W W W W W W GAS GAS GA S GA S G A S G A S G A S GAS GAS GAS W W W W W W G G 48 " R CP G AS GA S GA S G A S G A S G AS GA S GA S GAS GAS GAS GAS G GA S GA S GA S GA S G AS S SAN SA N SA N S A N S A N SA N SA N SAN SAN S A N S A N S A N S A N S AN S A N SAN SAN W W W W W W W S A N SAN SA N SA N SAN S A N S A N SAN SAN SAN S S W W W W W SAN SANW W W S A N W W W W GAS GAS GA S GAS GAS GAS GAS GA S 18"R CP INV. 26.23 INV. 25.87 JUNC T ION BOX WATER VALV E FIRE HYDRANT BACK FLOW PREVENTOR WATER METER 8"PVC INV . 27.17 INV. 27.26 RIP-R AP W BACK FLOW PRE V E N T E R WAT E R METER 15"RCP INV.25.39HEADWA LL WATER METER GAS 150 LF OF 8" SPLIT STEELCASING FOR EX. GAS LINE. N: 190886.00 E: 2329181.16 N: 190805.28 E: 2329307.22 2" WATER METER AND METER BOX.SEE SHEET CU-106 DETAIL W-3 SEWER LATERAL CLEANOUT.SEE SHEET CU-106 DETAIL S-13 M 2" HDPE SERVICE LINE WITH TRACER WIRE.SEE SHEET CU-106 DETAIL WS-6 6" C-900 PVC LATERAL WITH TRACER WIRESEE SHEET CU-106 DETAILS S-12 AND WS-6 ADMINBUILDING 5' MIN. SA N SAN SAN SA N W W W W DOUBLE CHECK VALVE ASSEMBLY AND ENCLOSURE.SEE SHEET CU-106 DETAIL EM-2 2" GATE VALVE AND VALVE BOX.SEE SHEET CU-106 DETAIL W-3 ADJUST EXISTING GAS VALVEBOX TO THE FINISHED GRADE.W W W 8"X6" TAPPING SLEEVE, VALVE, AND VALVE BOXSEE SHEET CU-106 DETAIL W-9 140 FT OF 6" DIP HYDRANT LATERAL WITH TRACER WIRE.SEE SHEET CU-106 DETAIL WS-6 PROPOSED HYDRANT AND HYDRANT ASSEMBLYSEE SHEET CU-106 DETAIL W-9 INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N) INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) STORM SEWERMANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E)INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N) INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALL STORM SEWERMANHOLERIM 24.51INV. 15.24 (NW)INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E)INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWERMANHOLERIM 24.21INV. 13.27 (E)INV. 13.26 (W) STORM SEWERYARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W) STORM SEWER MANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W) STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWER MANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W) STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W) STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W) STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W) STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N)INV. 21.29 (W) INV. 19.71 (E)INV. 18.48 (S) STORM SEWERYARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E) INV. 15.23 (W) STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W) INV. 15.79 INV. 15.91INV. 15.83 Allegheny Drive STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S) STORM SEWERCURB INLETRIM 24.50 (EOP) INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP)INV. 13.76 (E) STORM SEWERMANHOLERIM BURIED STORM SEWERMANHOLERIM 23.84INV. 13.35 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINECURB LINESTORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S) STORM SEWER YARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W)INV. 19.41 (S) STORM SEWER YARD INLETRIM 27.00 INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33 INV. 20.17 INV. 20.99 INV. 20.37 STORM SEWER YARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWER YARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S) STORM SEWERMANHOLERIM 25.11INV. 6.52 STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPRIP-RAP STORM SEWERMANHOLERIM 22.71INV. 15.46 (E) INV. 14.39 (S)INV. 14.13 (W)STORM SEWERMANHOLERIM 23.46INV. 15.37 (E) INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWER YARD INLETRIM 20.75INV. 7.37 (E) STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N) INV. 17.22 (E)INV. 17.20 (S) STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89 STORM SEWER YARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90 INV. 23.08 INV. 24.19RIP-RAPINV. 23.98 STORM SEWER YARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWER CURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W) RIP-RAPINV. 26.57 INV. 26.37 INV. 26.36 INV. 25.34 INV. 25.07 INV. 26.89 RIP-RAPINV. 26.34 STORM SEWER CURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWERCURB INLETEOP 3302INV. 30.71 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWER YARD INLETRIM 37.90INV. 33.80 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S) INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S) INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWERCURB INLETEOP 38.96INV. 36.08 (E) INV. 35.90 (W) STORM SEWERMANHOLERIM 41.90INV. 38.91 (S) INV. 37.69 ( E) INV. 37.47 (W) STORM SEWE R MANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEWERMANHOLERIM 42.01INV. 37.67 (W)INV. 37.62 (S)INV. 37.47 (E) STORM SEWERCURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVED OVER)0 STORM SEWERCURB INLETEOP 30.68 INV.26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWERYARD INLETRIM 21.60 INV.13.28 (N) INV.13.29 (S) STORM SEWER MANHOLE RIM 22.36 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM19.46INV. 15.54 (S) STORM SEWERMANHOLE RIM 22.36 INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S) STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV.12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP) INV. 12.77 (N) INV. 12.75 (E) MSTOPINFO. SIGN INFO. SIGN LIMIT SIGNSPEED SIGNPARKING SIGNPARKINGLIMIT SIGNSPEED INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNSIGNSTREETB-9BOREB-7BOREB-2BORE B-6BOREB-4BOREINFO. SIGN EXIT SIGN LIMIT SIGNSPEED SIGNH\CSIGNH\CSIGNH\CINFO. SIGN INFO. SIGNINFO. SIGN LIMIT SIGNSPEEDINFO.INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN SIGNSTREETSIGNYIELD SIGNYIELD SIGNINFO.SIGNSTREET SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. SIGNYIELD SIGNINFO.SIGNILM SIGNINFO. LIGHT POLETRAFFIC PED.TRAFFIC SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.STOP SIGNSIGNINFO.SIGNINFO. 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CONDUIT BLOCKFOOTERCONC.HEADWALL CONC.HEADWALL CONC.HEADWALL CONC.FLUME GRAVELPARKINGCONSTRUCTIONTRAILER SIGNH\CSIGNH\CSIGNH\CL\PL\PL\PL\PL\P L\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PINFO. SIGN INFO. SIGNINFO. SIGN LIMIT SIGNSPEEDL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\P L\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PAT&TPEDESTAL L\P P\PL\PINFO.INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGNL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\P L\P INFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGNL\PSTOP SIGNSTOP SIGN TELE.PED.ELEC.MH. 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SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\PELEC.VAULT SIGNPARKING EDGE OF PAV E M ENT EDGE OF PAVEM E N T EDGE OF PAVEMENT ELEC.VAULTELEC.VAULTINFO. SIGN LIMIT SIGNSPEEDSIGN ELEC.PANELSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED.SIGNINFO.SIGNINFO. SIGNINFO.SIGNINFO. ELEC.PED.ELEC.PED.SIGNINFO.SIGN INFO.SIGNELEC.PED.INFO.SIGN TICKETBOOTH ELEC.PED. ELEC.VAULTSIGNPARKING L\PSIGNPARKINGSIGNPARKING SIGNPARKINGSIGNPARKING SIGNPARKINGSIGNPARKINGSIGNPARKING SIGNPARKING L\PSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGELEC.PED.ELEC.PANELINFO.SIGN SIGNH\C SIGNH\C EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTDUCTVAULTFAAMARKER GENERATORPADBACK FLOWPREVENTERWATERMETEREDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT INFO. SIGN TELE.VAULTELEC.VAULTL\PL\PL\PL\PL\PL\PELEC.VAULT TELE.VAULTELEC.VAULTW\VENCLOSURETELE.VAULT ELEC.VAULT SIGNINFO.TELE.MHTELE.MHELEC.MH.L\PELEC.TRANS. INFO. SIGN ELEC.TRANS.SIGN INFO. SIGNL\PL\PL\PSIGNINFO. ASPHALT DRIVEGRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVEGRAVEL DRIVE SPOIL SIGN STOP SIGN BUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT FENCEFENCEFENCEWALK CONC. WALK CONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 05 KEY MAP CU-105 TAT TAT SCB SITE UTILITY PLAN (SHEET 5 OF 5) NORTH MATCHLINE SEE CU-103 MATCHLINE SEE CU-104 PROPOSED DOUBLE CHECKVALVE ASSEBMLY PROPOSED FIRE HYDRANT PROPSED VALVE PROPOSED SEWER CLEANOUT GAS W SAN PROPOSED GAS PROPOSED SANITARY SEWER PROPOSED WATER NOTES PH1A CONSTRUCTION FEATURES EXISTING SEWER MANHOLE EXISTING STORM INLET EXISTING STORM S GAS W SAN EXISTING GAS EXISTING SANITARY SEWER LEGEND EXISTING FIRE HYDRANT EXISTING VALVE EXISTING WATER SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 4 8 6 7 3 2 \ I L M B P 2 - P h 1 B 2 - C U - 1 0 0 - 1 0 6 . d w g Pl o t t e d b y : T a y l o r T h o m a s Pl o t t e d o n : 8 / 2 2 / 2 0 2 4 1 0 : 3 9 A M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 100% DESIGN 08/09/2024 M PROPOSED WATER METER PROPOSED STORM 1. ALL UTILITY LOCATIONS TO BE VERIFIED BY CONTRACTOR. 2. EXISTING INFORMATION IS BASED ON: 2.a. JULY 15, 2022 AND JANUARY 12, 2024 SURVEY 2.b. LOT F IS BASED ON OCTOBER 2023 CAD FILERECEIVED FROM ILM CONSULTANT. 3. ALL UTILITY PLAN SHEETS MUST BE PRINTED IN COLOR. 4. WATER MAIN AND SANITARY SEWER UTILITIES SHALL MEET CAPE FEAR PUBLIC UTILITY AUTHORITY (CFPUA) REQUIREMENTS. SEESPECIAL PROVISION 16 5. ALL STEEL CASING FOR UTILITY PROTECTIONS SHALL EXTEND A MINIMUM OF 3FT PAST THE ACTIVE ROADWAY UNLESS SPECIFIED OTHERWISE. 6. STEEL CASING LENGTHS ARE APPROXIMATE ANDBASED ON BEST AVAILABLE UTILITY DATA. 7. STEEL CASINGS TO BE INSTALLED VIA OPEN CUT METHOD. 8. RESTRAINED FITTINGS SHALL BE INSTALLED ON ALL PIPE JOINTS WITHIN STEEL CASINGS. 08/23/2024ADDENDUM #11 1 1 CU-106 TAT TAT SCB UTILITY DETAILS SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 4 8 6 7 3 2 \ I L M B P 2 - P h 1 B 2 - C U - 1 0 0 - 1 0 6 . d w g Pl o t t e d b y : T a y l o r T h o m a s Pl o t t e d o n : 8 / 2 2 / 2 0 2 4 1 0 : 3 9 A M WILMINGTON INTERNATIONAL AIRPORT 100% DESIGN 08/09/2024 08/23/2024ADDENDUM #11 EXISTING ELECTRICAL ITEMS ITEM DESCRIPTION EXISTING STREET LIGHT POLE WITH ONE ACORN LIGHT FIXTURE. EXISTING SIDEWALK LIGHTING BOLLARD EXISTING STREET LIGHT POLE WITH TWO LIGHT FIXTURES. EXISTING STREET LIGHT POLE WITH THREE LIGHT FIXTURES. EXISTING POWER HANDHOLE EXISTING COMMUNICATIONS HANDHOLE EXISTING UTILITY TRANSFORMER EXISTING DUKE ENERGY SWITCH CABINET EXISTING DUKE MANHOLE EXISTING VARIABLE MESSAGE SIGN EXISTING GATE EXISTING GATE OPERATOR EXISTING TICKET SPITTER EXISTING ELECTRICAL POLE EXISTING POWER LINE. EXISTING OVERHEAD POWER LINE. P C T S D VMS G G TS EP OHOHOHOH ELECTRICAL DEMOLITION ITEMS SYMBOL DESCRIPTION DEMOLISH. COMPLETELY REMOVE UNLESS OTHERWISE NOTED. ITEMS TO BE REMOVED INCLUDE, BUT ARE NOT LIMITED TO: LIGHT FIXTURE OR SIGN, CONCRETE, REBAR, CONDUIT, CABLE, COUNTERPOISE, JUNCTION STRUCTURES (ANY DEPTH), AGGREGATE, GROUND RODS, CONDUIT SPACERS, CONDUIT HOLD DOWN BARS, WARNING TAPE, DRAINAGE CONNECTIONS, GROUNDRINGS, AND ALL OTHER INCIDENTALS, AS SHOWN ON PLANS. (NOTE14) PROPOSED ELECTRICAL ITEMS ITEM DESCRIPTION PROPOSED STREET LIGHT POLE WITH ONE ACORN LIGHT FIXTURE. # = TYPE OF FIXTURE. SEE FIXTURE SCHEDULE, SHEETE-307. PROPOSED STREET LIGHT POLE WITH ONE LIGHT FIXTURE. # = TYPE OF FIXTURE. SEE FIXTURE SCHEDULE, SHEET E-307. PROPOSED STREET LIGHT POLE WITH TWO LIGHT FIXTURES. # = TYPE OF FIXTURE. SEE FIXTURE SCHEDULE, SHEET E-307. HEAVY DUTY H-20 TRAFFIC RATED POWER HANDHOLE COMPLETE AND INSTALLED WITH ALL APPURTENANCES. P = POWER, C = COMM. UTILITY TRANSFORMER DUKE ENERGY SWITCH CABINET POLYMER CONCRETE TIER 22 TRAFFIC RATED JUNCTION BOX CONDUIT CAP PROPOSED SECURITY CAMERA MOUNTED ON NEW OR EXISTINGLIGHT POLE. SEE SECURITY PLANS FOR MORE INFORMATION 1 WAY SCHEDULE 40 PVC CONDUIT, DIRECT EARTH BURIED. Y" = DIAMETER OF CONDUIT IN INCHES. C = CONDUIT. PROPOSED ELECTRICAL DUCT BANK. SCHEDULE 40 PVC, CONCRETE ENCASED. X=NUMBER OF CONDUITS IN DUCT, Y=DIAMETER OF CONDUITS IN INCHES. # # # P C T S Y" C X-Y" ABBREVIATIONS AWG - AMERICAN WIRE GAUGE CE -CONCRETE ENCASED CL - CENTERLINE DB - DIRECTIONAL BORED DD - DIRECTIONAL DRILL DEB - DIRECT EARTH BURIED DIA - DIAMETER EOP - EDGE OF PAVEMENT KV - KILOVOLT MAX - MAXIMUM MIN - MINIMUM MPZ - MINI POWER-ZONE NIS -NOT IN SURVEY PVC - POLYVINYL CHLORIDE RGS - RIGID GALVANIZED STEEL RPR - RESIDENT PROJECT REPRESENTATIVE TYP - TYPICAL UNO - UNLESS NOTED OTHERWISE NOTES: 1. PROJECT PAY ITEMS: THE PROJECT PAY ITEMS ARE PROVIDED TO BE INCLUSIVE OF ALL WORK TO BE PERFORMED AS SHOWN IN THE CONTRACT DOCUMENTS. ALL WORK NOT IDENTIFIED WITH A SPECIFIC PAY ITEM IS TO BE CONSIDERED REQUIRED WORK TO COMPLETE THE PROJECT, AND IS TO BEANCILLARY TO THE COST OF PROJECT PAY ITEMS PROVIDED. 2. WHENEVER, IN THE CONTRACT DOCUMENTS, THE WORDS ''PROVIDE'',''FURNISH'', ''INSTALL'', ''FURNISH AND INSTALL'', OR OTHER WORDS OF LIKE IMPORTANCE ARE USED, IT SHALL BE UNDERSTOOD THAT THE INTENT OF THE CONTRACT DOCUMENTS IS TO PROVIDE FOR THE CONSTRUCTION AND COMPLETION IN EVERY DETAIL OF THE WORK DESCRIBED. IT IS FURTHER INTENDED THAT THE CONTRACTOR SHALL FURNISH ALL LABOR, SUPERVISION, MATERIALS, EQUIPMENT, TOOLS, TRANSPORTATION, SUPPLIES, TESTING ANDINCIDENTALS REQUIRED TO COMPLETE THE WORK IN ACCORDANCE WITH THEDRAWINGS (PLANS), SPECIFICATIONS AND TERMS OF THE CONTRACT. 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED PERMITS, LICENSES, ETC., PRIOR TO COMMENCEMENT OF WORK. THE COST OF PERMITS, LICENSES, ETC., SHALL BE INCIDENTAL TO AND INCLUDED IN THE BID PRICE FOR THE RESPECTIVE PAY ITEMS. 4. ITEMS SHOWN IN SCREEN (GHOST) ARE EXISTING OR CIVIL ITEMS. ITEMSSHOWN IN SOLID (BOLD) ARE NEW TO BE INSTALLED UNDER THIS CONTRACT,UNLESS OTHERWISE NOTED. 5. ALL EXCAVATION WITHIN 5 FEET OF AN UNDERGROUND UTILITY SHALL BE PERFORMED BY HAND EXCAVATION METHODS. EXISTING DIRECT BURIED CABLES TO REMAIN SHALL BE ENCLOSED IN SPLIT DUCT AND ENCASED IN A 3'' ENVELOPE OF 1000 PSI CONCRETE UNDER THE FOLLOWING CONDITIONS: A. WHEN WITHIN 20 FEET OF EXCAVATION, TRENCHING, ETC. B. WHEN PAVEMENT WIDENING OR EXTENSIONS WILL BE ROUTEDOVER THE EXISTING CABLE. THE SPLIT DUCT WILL EXTEND 20 FEETBEYOND THE NEW EDGE OF PAVEMENT. C. WHEN ENCOUNTERED DURING CONSTRUCTION. D. WHEN SUBJECT TO DAMAGE, IN THE OPINION OF THE OWNER/ENGINEER, FROM CONSTRUCTION ACTIVITIES. 6. AN END OF DUCT MARKER SHALL BE INSTALLED ABOVE EACH END OF THE DUCT. 7. ALL DAMAGE TO UTILITIES OR EXISTING STRUCTURES SHALL BE IMMEDIATELYREPORTED TO THE RPR AND OWNER. THE RPR AND OWNER SHALLDETERMINE WHETHER REPAIR OR REPLACEMENT IS NECESSARY. ALL REPAIR METHODS SHALL BE SUBMITTED TO THE ENGINEER AND OWNER FOR REVIEW AND APPROVAL PRIOR TO INITIATING THE WORK. 8. IN NEW OR EXISTING PAVEMENT ALL CONDUITS, DUCT BANKS, COUNTERPOISE, GROUND GRID CONDUCTORS, ETC., SHALL BE INSTALLED PRIOR TO PLACEMENT OF THE FINAL LIFT OF PAVEMENT. 9. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO STARTINGWORK. EXISTING CONDITIONS SHALL BE RECORDED AND SENT TO OWNERFOR VERIFICATION, ANY EXISTING ITEMS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED AT NO ADDITIONAL COST TO OWNER. 10. EXISTING CONDUIT, DUCT BANK, CIRCUITING AND UTILITY INFORMATION IS BASED ON ''AS-BUILT'' AND ''RECORD'' DRAWINGS, AND SITE VISITS BY THE ENGINEER. THE EXISTING UTILITY LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE AND SHALL NOT BE SCALED FOR EXACT LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT THEAPPROPRIATE UTILITY/AGENCY, PRIOR TO STARTING WORK, AND STAKE/MARKTHE LOCATION OF ALL EXISTING UTILITIES. ANY INTERRUPTION OF AN EXISTING SYSTEM OR UTILITY SERVICE SHALL BE COORDINATED AND APPROVED BY THE AUTHORITY, AGENCY OR UTILITY HAVING JURISDICTION, PRIOR TO STARTING WORK. 11. ALL EXISTING SYSTEMS/UTILITIES TO REMAIN SHALL BE PROTECTED FROM DAMAGE. REPLACEMENT OF ANY DAMAGED EXISTING SYSTEMS/ UTILITIES TO REMAIN SHALL BE AT NO ADDITIONAL COST TO THE OWNER. 12. ELECTRICAL DEMOLITION WORK SHALL BE LIMITED TO THE AREAS ANDSCHEDULES IDENTIFIED IN THE APPROVED PHASING PLAN. 13. ALL WORK SHOWN ON THE DEMOLITION DRAWINGS IS BASED ON FIELD OBSERVATION OF THE ACTUAL EXISTING CONDITIONS AND ON EXISTING ''AS-BUILT'' DRAWINGS OF THE AREAS AFFECTED. THEY ARE THEREFORE CONSIDERED TO BE SCHEMATIC. IT IS THE INTENT OF THE DEMOLITION DRAWINGS THAT ALL EQUIPMENT, DEVICES, FIXTURES, WIRING MATERIALS, SYSTEMS AND APPURTENANCES, ETC., WHICH ARE NO LONGER REQUIRED ASA RESULT OF THE PROJECT BE REMOVED. 14. ALL REMOVED SECURITY CAMERAS, ARM GATES, AND/OR TICKET SPITTERS SHALL BE CAREFULLY REMOVED AND TURNED OVER TO THE OWNER. ALL DEMOLISHED CABLES, DUCTS, CONDUITS, CONCRETE PADS, MANHOLES, ETC., SHALL BE PROPERLY AND LEGALLY DISPOSED OF OFF THE AIRPORT PROPERTY BY THE CONTRACTOR. ALL MATERIAL WANTED BY THE OWNER SHALL BE TRANSPORTED AND DELIVERED TO A LOCATION ON AIRPORT PROPERTY AS DIRECTED BY THE RPR. 15. IT SHALL BE THE CONTRACTORS' RESPONSIBILITY TO DETERMINE THAT ALLCIRCUITS, EXCEPT THOSE THAT ARE SERVING CLOSED GATES, STREETS, OR PARKING LOTS ARE COMPLETELY OPERATIONAL AT THE END OF EACH WORK SHIFT AND SHALL SO CERTIFY TO THE OWNER BEFORE THE END OF EACH SHIFT. THE CONTRACTOR SHALL NOT LEAVE THE WORK SITE UNTIL CIRCUIT OPERATION HAS BEEN CONFIRMED BY THE OWNER. 16. LOCATE AND UTILIZE EXISTING DUCTS WHERE POSSIBLE. MANDREL EXISTING DUCTS TO DETERMINE ACCEPTABILITY FOR USE. THE COST OF MANDRELLINGTHE EXISTING DUCTS SHALL BE INCIDENTAL. IF EXISTING DUCTS SHOWN AREDAMAGED, NON-EXISTENT, OR ROUTED DIFFERENTLY, WITH THE PERMISSION OF THE OWNER, OPEN CUT PAVEMENT AND INSTALL NEW DUCT AS DETAILED IN THE PLANS. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR STORAGE OF ALL ITEMS REQUIRING STORAGE PRIOR TO REINSTALLATION. ALL CARD READERS, KEY SWITCHES, GATE OPERATORS, ETC. SHALL BE REINSTALLED OR RETURNED TO THE OWNER UNDAMAGED, IN PROPER WORKING CONDITION, ANDCLEANED. ITEMS WHICH ARE DAMAGED PRIOR TO CONTRACTOR POSSESSIONSHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BY THE CONTRACTOR PRIOR TO DEMOLITION AND SHALL BE PHOTO DOCUMENTED. ANY ITEMS DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITIES OR STORAGE SHALL BE REPLACED AT NO ADDITIONAL COST TO THE OWNER. 18. ANY REGRADING OR SODDING ASSOCIATED WITH THE ELECTRICAL WORK SHALL BE INCIDENTAL TO THE ELECTRICAL PAY ITEMS. 19. FOR SPLICE BETWEEN SMALLER AND LARGER CABLE, USE INLINE SPLICE KITRATED FOR UNDERGROUND USE. BID PACKAGE 2 - PHASE 1A ELECTRICAL ITEMS ITEM DESCRIPTION STREET LIGHT POLE WITH ONE ACORN LIGHT FIXTURE (INSTALLED IN PHASE 1A) STREET LIGHT POLE WITH TWO LIGHT FIXTURES (INSTALLED IN PHASE 1A) TRAFFIC RATED POWER HANDHOLE. P = POWER, C = COMM. POLYMER CONCRETE TIER 22 TRAFFIC RATED JUNCTION BOX 1 WAY 2" SCHEDULE 40 PVC CONDUIT, CONCRETE ENCASED. UNLESS OTHERWISE NOTED ON PLAN SHEET. PROPOSED ELECTRICAL DUCT BANK. SCHEDULE 40 PVC, CONCRETE ENCASED. X=NUMBER OF CONDUITS IN DUCT, Y=DIAMETER OF CONDUITS IN INCHES. # # P C Y" C X-Y" ELECTRICAL LEGEND AND GENERAL NOTES E-001 SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : c : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 7 \ I L M B P 2 - 1 B - E - 0 0 1 . d w g Pl o t t e d b y : J i m m y W a g n e r Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 6 : 5 4 P M WILMINGTON INTERNATIONAL AIRPORT ALK RJW JDT ENGINEERING PLLC 8226CREEDMOORROAD, SUITE 201RALEIGH, NC27613T 919-522-0628NC LICENSE NO.P-0618 100% DESIGN 08/09/2024 1 ADDENDUM 1 8/23/24 1 X XXXXX XXXXXXXXXX XXXXX XXXXXXXX X XX XX XX XXXXXXXXXXXXXXXXXX X X X X X X X INFO .SIGNSTREETINFO. SIGN INFO. SIGN SIGN STOP SIGN STO P SIGN STOP SIGN STOP SIGN M LIMIT SIGN SPEED STOP SIGN CONC R E T E MARKER INFO. SIGN GENERATOR PAD ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL X GRAVEL DRIVE SPOIL SIG N STOP SIGN BUILDING BUILDING BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLAR D BOLLARD FFE 28.75 WALK CONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAP CONC. TOWER TRAFFIC SIGN CONC.HVAC CONC. MH MHMH CONCRETE WALK H\CSIGN CREWCAR XX SIGNPARK I NG INFO. SIG N SIGNINFO . STOP LIMIT SIGN SPEED INFO. SIGN INFO. SIGN STOP SIGN SIGN SIGNPARK I N G SIGNPARK I N G SIGNPARK I NG FENCE GATE FENCE FENCE ED G E O F P A V E M E N T FENCE FENCE CONC. WALK TRAFFIC SIGN 1 5 3 4 2 SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : c : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 7 \ I L M B P 2 - 1 B - E D - 1 0 0 . d w g Pl o t t e d b y : A m b e r K u l e s a Pl o t t e d o n : 8 / 9 / 2 0 2 4 1 1 : 1 0 A M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 400200200 200 ALK RJW JDT ENGINEERING PLLC 8226CREEDMOORROAD, SUITE 201RALEIGH, NC27613T 919-522-0628NC LICENSE NO.P-0618 100% DESIGN 08/09/2024 NORTH LEGEND EXISTING ONE ACORN LIGHT FIXTURE. EXISTING TWO LIGHT FIXTURE EXISTING THREE LIGHT FIXTURE EXISTING POWER HANDHOLE EXISTING COMMUNICATIONS HANDHOLE EXISTING UTILITY TRANSFORMER EXISTING GATE EXISTING TICKET SPITTER P C T G TS CIVIL DEMOLITION SEE NOTE 3 NOTES 1. THE RELOCATION OF THE EXISTINGFEEDERS SHALL BE COORDINATED WITHDUKE ENERGY. 2. SEE SHEET E-001 FOR LEGEND AND GENERAL NOTES. 3. CIVIL DEMOLITION SHOWN FOR INFORMATION ONLY, SEE CIVIL PLANS FOR CIVIL DEMOLITION LEGEND AND LIMITS. KEYNOTES 1. THE FEEDER CIRCUIT TO THESE LIGHTS ARE NOT KNOWN. THE CONTRACTOR SHALL FIELD LOCATE THE EXISTING FEEDER PRIOR TO CONSTRUCTION. 2. INTERCEPT EXISTING CONDUIT ATDEMOLITION LIMITS. REMOVE EXISTINGCABLE BACK TO ADJACENT JUNCTION STRUCTURE/LIGHT TO REMAIN. CAP EXISTING CONDUIT WITH APPROPRIATELY SIZED FRICTION FIT PVC CAP. 2 1 ELECTRICAL DEMOLITION OVERALL PLAN ED-100 N O R T H C A R O L I N A PR O F E SSIO N A LSEAL 031791 E NGIN E E RR I C H A R D J . W A L L S INFO. SIG NSTREET INFO. SI G N INFO. SI G N SIGN STOP SIGN STOP SIGN STOP SIGN STO P SIGN 5' SIDE WALK LEA S E A R E A O THE R S AIR P ORT B OULEVAR D AIRP ORT B OULEVAR D SIGNINF O. V M S T P D S S D C C C DP C C P P RPL - 3, 5 RPL - 1, 5 RPL-7,9,11 DUKE ENERGY FEEDER TOTERMINAL BUILDING -PROTECT IN PLACE PROTECT EXISTING ELECTRICAL RACK POWERING EXISTINGSURFACE LOT INPLACE. PROTECT EXISTING TRANSFORMER IN PLACE. VMS FEEDER 4 -2" C RPL - 37, 39RPL - 41, 43RPL - 45, 47 4 -2" C RPL - 37, 39 RPL - 41, 43 RPL - 45, 47 RPL - 37, 39 4 -2" CRPL - 41, 43RPL - 45, 47 4 -2" HDPERPL - 41, 43RPL - 45, 47 RPL 7,9,11 4-2" C RPL - 7, 9, 11 RPL - 41, 43 RPL - 45, 47 4-2" C RPL - 7, 9, 11 RPL - 41, 43 RPL - 45, 47 4-2" CRPL - 7, 9, 11RPL - 41, 43RPL - 45, 47 PROTECT EXISTING DUKE SWITCH CABINET REMOVE EXISTING DUKE ENERGY FEEDER FROM SWITCH CABINET TOSWITCH CABINET RELOCATE EXISTING DUKE SWITCH CABINET. SEE LAYOUT PLANSFOR NEW LOCATION 1-1" C RPL - 7,9,11 1-1" C RPL - 41,43 4-2" CRPL-41,43RPL-45,47 PROTECT DUKE ENERGY FEEDER IN PLACE 4-2" CRPL-41,43RPL-45,47 RPL - 3, 5 RPL - 1, 3 RPL - 7, 9 RPL - 9, 11 RPL - 9, 11 RPL - 3, 5 RPL - 1, 3 RPL - 21, 23 1 - 1 " C 1 - 1" C P RPL - 7, 11 RPL-7,9,11 RPL-13,15,17RPL-19,21,23RPL-25,27,29RPL-31,33,35 RPL-19,21,23 RPL-13,15,17RPL-19,21,23RPL-25,27,29RPL-31,33,35(REMOVECABLE) RPL-7,9,11 1-3" REMOVE EXISTING 1-6 MULTIMODE FOC DUKE ENERGY FEEDER TO TERMINAL BUILDING - PROTECT IN PLACE AT&T FIBER TO TERMINALBUILDING - PROTECT IN PLACE AT&T FIBER TO TERMINAL BUILDING - PROTECT IN PLACE REMOVE EXISTING CABLES FOR CIRCUITS RPL - 7, 9, 11, RPL - 41, 43, AND RPL - 45, 47 TO THIS HANDHOLE. REMOVE EXISTING CABLES FOR CIRCUITS RPL - 7, 9, 11, RPL - 41, 43, AND RPL - 45, 47 TO THIS HANDHOLE. 2 2 2 NOTE 1 4-2" C INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N) INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) STORM SEWER MANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E) INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N) INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALL STORM SEWERMANHOLERIM 24.51INV. 15.24 (NW)INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E) INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWERMANHOLERIM 24.21INV. 13.27 (E) INV. 13.26 (W) STORM SEWER YARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W) STORM SEWER MANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W) STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W) STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W) STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W) STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W) STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N)INV. 21.29 (W) INV. 19.71 (E)INV. 18.48 (S) STORM SEWER YARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W) STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W) INV. 15.79 INV. 15.91 INV. 15.83 Allegheny Drive STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S) STORM SEWERCURB INLETRIM 24.50 (EOP) INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP)INV. 13.76 (E) STORM SEWERMANHOLERIM BURIED STORM SEWER MANHOLERIM 23.84INV. 13.35 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S) STORM SEWER YARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W)INV. 19.41 (S) STORM SEWER YARD INLETRIM 27.00 INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33 INV. 20.17 INV. 20.99 INV. 20.37 STORM SEWER YARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWERYARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S) STORM SEWERMANHOLERIM 25.11INV. 6.52 STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPRIP-RAP STORM SEWERMANHOLERIM 22.71INV. 15.46 (E) INV. 14.39 (S)INV. 14.13 (W)STORM SEWERMANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWERYARD INLETRIM 20.75INV. 7.37 (E) STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N) INV. 17.22 (E)INV. 17.20 (S) STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89 STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90 INV. 23.08 INV. 24.19RIP-RAPINV. 23.98 STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWER CURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W) RIP-RAPINV. 26.57 INV. 26.37 INV. 26.36 INV. 25.34 INV. 25.07 INV. 26.89 RIP-RAPINV. 26.34 STORM SEWER CURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWERCURB INLETEOP 3302INV. 30.71 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWER YARD INLETRIM 37.90INV. 33.80 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S)INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S) INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWERCURB INLETEOP 38.96INV. 36.08 (E) INV. 35.90 (W) STORM SEWERMANHOLERIM 41.90INV. 38.91 ( S) INV. 37.69 (E) INV. 37.47 (W) STORM SEWERMANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEWERMANHOLERIM 42.01INV. 37.67 (W)INV. 37.62 (S)INV. 37.47 (E) STORM SEWERCURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVED OVER)0 STORM SEWERCURB INLETEOP 30.68 INV.26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWERYARD INLETRIM 21.60 INV.13.28 (N) INV.13.29 (S) STORM SEWER MANHOLE RIM 22.36 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM19.46INV. 15.54 (S) STORM SEWER MANHOLE RIM 22.36 INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S) STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV.12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP) INV. 12.77 (N) INV. 12.75 (E) M STOP INFO. SIGN INFO. SIGN LIMIT SIGNSPEED SIGNPARKING SIGNPARKING LIMIT SIGNSPEED INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNSIGNSTREET B-9BORE B-7BORE B-2BOREB-6BORE B-4BORE INFO. SIGN EXIT SIGN LIMIT SIGNSPEEDSIGNH\C SIGNH\C SIGNH\CINFO. SIGN INFO. SIGNINFO. SIGN LIMIT SIGNSPEED INFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGNSTOPSIGN STOP SIGN SIGNSTREETSIGNYIELDSIGNYIELDSIGNINFO.SIGNSTREETSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNYIELDSIGNINFO. SIGNILM SIGNINFO.LIGHT POLETRAFFIC PED.TRAFFICSIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN SIGNPARKING INFO. SIGN LIMIT SIGNSPEED SIGNSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGN INFO.SIGNINFO.SIGNSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING STOPSIGNPARKINGSIGNPARKINGSIGNPARKINGINFO.SIGNSIGNH\CSIGNH\C INFO. SIGN SIGNINFO. INFO. SIGN SIGN INFO. SIGN SIGNINFO.L\PL\PL\P L\P P\P P\PP\PP\PP\PP\PP\PP\PG\WG\WG\WG\W G\WG\WG\WG\WG\WSTOPELEC.VAULT INFO. SIGN INFO. SIGN LIMIT SIGNSPEED SIGNPARKING SIGNPARKING LIMIT SIGNSPEED INFO. SIGN INFO. SIGNELEC.VAULT INFO. SIGN INFO. SIGNSIGNSTREETELEC.BOXB-9BORE B-7BORE SWITCHCABINET B-2BOREB-6BOREAT&TVAULT B-4BORE INFO. SIGN OVERHEAD LINEEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT 5' SIDEWALK EXIT SIGNPED.BELLSOUTH CONCRETEMARKER LIMIT SIGNSPEEDPEDESTAL AT&TPEDESTAL ELEC. CONDUIT BLOCKFOOTER CONC.HEADWALL CONC.HEADWALLCONC.HEADWALLCONC.FLUME GRAVELPARKING CONSTRUCTIONTRAILERSIGNH\C SIGNH\C SIGNH\CL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\P L\P L\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\P L\P L\PL\PL\PL\PL\P L\PL\PINFO. SIGN INFO. SIGNINFO. SIGN LIMIT SIGNSPEEDL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\P L\P L\PL\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\P L\P L\P L\PL\PL\PAT&TPEDESTALL\PP\PL\PINFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN L\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PINFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGNL\PSTOP SIGNSTOP SIGNTELE.PED.ELEC.MH.TELE.MHELEC.MH. ELEC.MH.ELEC.MH.ELEC.MH.ELEC.MH. TELE.MHTELE.MH TELE.MH TELE.MH TELE.MHTELE.PED.FIBERVAULTELEC.VAULT STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGNSTOPSIGN STOP SIGN SIGNSTREETSIGNYIELDPANELELEC.SIGNYIELDSIGNINFO.SIGNSTREETSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\PL\P SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNYIELDVALVESEWERSIGNINFO.SIGNVAULT ELEC.PED.ELEC.METERSIGNILM SIGNINFO.VAULTFIBERLIGHT POLETRAFFIC VAULTFIBERVAULTSIGNALMARKERFIBERELEC.METERVAULTFIBERPED.TRAFFICSIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN L\PVAULTELEC. EDGE OF PAVEMENT EDGE OF PAVEMENT SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\P ELEC.VAULT SIGNPARKING EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTELEC.VAULT ELEC.VAULTINFO. SIGN LIMIT SIGNSPEED SIGNELEC.PANELSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED. ELEC.PED.SIGNINFO. SIGN INFO.SIGNELEC.PED.INFO.SIGN TICKETBOOTH ELEC.PED.ELEC.VAULTSIGNPARKINGL\PSIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGL\PSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGELEC.PED.ELEC.PANELINFO.SIGNSIGNH\CSIGNH\C EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTDUCTVAULT FAAMARKER GENERATORPADBACK FLOWPREVENTER WATERMETEREDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT INFO. SIGN TELE.VAULT ELEC.VAULTL\PL\PL\PL\PL\PL\PELEC.VAULT TELE.VAULTELEC.VAULTW\VENCLOSURE TELE.VAULTELEC.VAULT SIGNINFO. TELE.MH TELE.MHELEC.MH.L\PELEC.TRANS. INFO. SIGNELEC.TRANS. SIGN INFO. SIGNL\PL\PL\PSIGNINFO.ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVEGRAVEL DRIVE SPOIL SIGN STOP SIGN BUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT FENCE FENCE FENCE WALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 05 KEY MAP SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : c : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 7 \ I L M B P 2 - 1 B - E D - 1 0 0 . d w g Pl o t t e d b y : J i m m y W a g n e r Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 6 : 5 5 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 ALK RJW JDT ENGINEERING PLLC 8226CREEDMOORROAD, SUITE 201RALEIGH, NC27613T 919-522-0628NC LICENSE NO.P-0618 100% DESIGN 08/09/2024 NORTH LEGEND EXISTING ONE ACORN LIGHT FIXTURE. EXISTING TWO LIGHT FIXTURE EXISTING THREE LIGHT FIXTURE EXISTING POWER HANDHOLE EXISTING COMMUNICATIONS HANDHOLE EXISTING UTILITY TRANSFORMER EXISTING GATE EXISTING TICKET SPITTER P C T G TS CIVIL DEMOLITION SEE NOTE 3 NOTES 1. THE RELOCATION OF THE EXISTINGFEEDERS SHALL BE COORDINATED WITHDUKE ENERGY. 2. SEE SHEET E-001 FOR LEGEND AND GENERAL NOTES. 3. CIVIL DEMOLITION SHOWN FOR INFORMATION ONLY, SEE CIVIL PLANS FOR CIVIL DEMOLITION LEGEND AND LIMITS. KEYNOTES 1. THE FEEDER CIRCUIT TO THESE LIGHTS ARE NOT KNOWN. THE CONTRACTOR SHALL FIELD LOCATE THE EXISTING FEEDER PRIOR TO CONSTRUCTION. 2. INTERCEPT EXISTING CONDUIT ATDEMOLITION LIMITS. REMOVE EXISTINGCABLE BACK TO ADJACENT JUNCTION STRUCTURE/LIGHT TO REMAIN. CAP EXISTING CONDUIT WITH APPROPRIATELY SIZED FRICTION FIT PVC CAP. 2 1 ELECTRICAL DEMOLITION PLAN (SHEET 1 OF 5) ED-101 MA T C H L I N E S E E E D - 1 0 2 MATCHLINE SEE ED-103 1 ADDENDUM 1 8/23/24 1 X X X X X X L OT B LOT A TR AD EWI N D S D R I VE G G G G G G G TS TS TS TS TS TS C C 1" C D.E.B, RPL-1,3,5 3#8, #8G (REMOVE CABLE DUKE ENERGY FEEDER TO TERMINAL BUILDING - PROTECT IN PLACE RPL - 6, 2 THRU RELAY 8 RPL - 6, 2 THRU RELAY 7 RPL - 4, 6 THRU RELAY 8 RPL - 2, 4 THRU RELAY 8 RPL - 1, 3 RPL - 6, 2 THRU RELAY 8 RPL - 4, 6THRU RELAY 8 RPL - 3, 5 RPL - 1, 5 RPL - 3, 5 RPL - 1, 5 RPL - 2, 4THRU RELAY 7 RPL - 4, 6 THRU RELAY 8 RPL - 4, 6THRU RELAY 7 RPL - 2, 4 THRU RELAY 8 RPL - 2, 4THRU RELAY 7 RPL - 4, 6 THRU RELAY 7 EXISTINGWELL PUMP RPL-55, 57, 59 (REMOVE CABLE) RPL-2,4,6RPL-2,4,6 RPL-2,4,6(REMOVE CABLE) EXISTING ENTRY/EXIT GATES AND TICKETSPITTER 1-3" REMOVE EXISTING1-6 MULTIMODE FOC EXISTING 1-6MULTIMODE FOC AT&T FIBER TO TERMINALBUILDING - PROTECT IN PLACE RPL-2,4,6(REMOVE CABLE) 2 22 1 1 1 1 1 1 1 1 1 1 INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N) INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) STORM SEWER MANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E) INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N) INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALL STORM SEWERMANHOLERIM 24.51INV. 15.24 (NW)INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E) INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWERMANHOLERIM 24.21INV. 13.27 (E) INV. 13.26 (W) STORM SEWER YARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W) STORM SEWER MANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W) STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W) STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W) STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W) STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W) STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N)INV. 21.29 (W) INV. 19.71 (E)INV. 18.48 (S) STORM SEWER YARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W) STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W) INV. 15.79 INV. 15.91 INV. 15.83 Allegheny Drive STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S) STORM SEWERCURB INLETRIM 24.50 (EOP) INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP)INV. 13.76 (E) STORM SEWERMANHOLERIM BURIED STORM SEWER MANHOLERIM 23.84INV. 13.35 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S) STORM SEWER YARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W)INV. 19.41 (S) STORM SEWER YARD INLETRIM 27.00 INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33 INV. 20.17 INV. 20.99 INV. 20.37 STORM SEWER YARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWERYARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S) STORM SEWERMANHOLERIM 25.11INV. 6.52 STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPRIP-RAP STORM SEWERMANHOLERIM 22.71INV. 15.46 (E) INV. 14.39 (S)INV. 14.13 (W)STORM SEWERMANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWERYARD INLETRIM 20.75INV. 7.37 (E) STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N) INV. 17.22 (E)INV. 17.20 (S) STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89 STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90 INV. 23.08 INV. 24.19RIP-RAPINV. 23.98 STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWER CURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W) RIP-RAPINV. 26.57 INV. 26.37 INV. 26.36 INV. 25.34 INV. 25.07 INV. 26.89 RIP-RAPINV. 26.34 STORM SEWER CURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWERCURB INLETEOP 3302INV. 30.71 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWER YARD INLETRIM 37.90INV. 33.80 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S)INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S) INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWERCURB INLETEOP 38.96INV. 36.08 (E) INV. 35.90 (W) STORM SEWERMANHOLERIM 41.90INV. 38.91 ( S) INV. 37.69 (E) INV. 37.47 (W) STORM SEWERMANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEWERMANHOLERIM 42.01INV. 37.67 (W)INV. 37.62 (S)INV. 37.47 (E) STORM SEWERCURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVED OVER)0 STORM SEWERCURB INLETEOP 30.68 INV.26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWERYARD INLETRIM 21.60 INV.13.28 (N) INV.13.29 (S) STORM SEWER MANHOLE RIM 22.36 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM19.46INV. 15.54 (S) STORM SEWER MANHOLE RIM 22.36 INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S) STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV.12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP) INV. 12.77 (N) INV. 12.75 (E) M STOP INFO. SIGN INFO. SIGN LIMIT SIGNSPEED SIGNPARKING SIGNPARKING LIMIT SIGNSPEED INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNSIGNSTREET B-9BORE B-7BORE B-2BOREB-6BORE B-4BORE INFO. SIGN EXIT SIGN LIMIT SIGNSPEEDSIGNH\C SIGNH\C SIGNH\CINFO. SIGN INFO. SIGNINFO. SIGN LIMIT SIGNSPEED INFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGNSTOPSIGN STOP SIGN SIGNSTREETSIGNYIELDSIGNYIELDSIGNINFO.SIGNSTREETSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNYIELDSIGNINFO. SIGNILM SIGNINFO.LIGHT POLETRAFFIC PED.TRAFFICSIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN SIGNPARKING INFO. SIGN LIMIT SIGNSPEED SIGNSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGN INFO.SIGNINFO.SIGNSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING STOPSIGNPARKINGSIGNPARKINGSIGNPARKINGINFO.SIGNSIGNH\CSIGNH\C INFO. SIGN SIGNINFO. INFO. SIGN SIGN INFO. SIGN SIGNINFO.L\PL\PL\P L\P P\P P\PP\PP\PP\PP\PP\PP\PG\WG\WG\WG\W G\WG\WG\WG\WG\WSTOPELEC.VAULT INFO. SIGN INFO. SIGN LIMIT SIGNSPEED SIGNPARKING SIGNPARKING LIMIT SIGNSPEED INFO. SIGN INFO. SIGNELEC.VAULT INFO. SIGN INFO. SIGNSIGNSTREETELEC.BOXB-9BORE B-7BORE SWITCHCABINET B-2BOREB-6BOREAT&TVAULT B-4BORE INFO. SIGN OVERHEAD LINEEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT 5' SIDEWALK EXIT SIGNPED.BELLSOUTH CONCRETEMARKER LIMIT SIGNSPEEDPEDESTAL AT&TPEDESTAL ELEC. CONDUIT BLOCKFOOTER CONC.HEADWALL CONC.HEADWALLCONC.HEADWALLCONC.FLUME GRAVELPARKING CONSTRUCTIONTRAILERSIGNH\C SIGNH\C SIGNH\CL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\P L\P L\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\P L\P L\PL\PL\PL\PL\P L\PL\PINFO. SIGN INFO. SIGNINFO. SIGN LIMIT SIGNSPEEDL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\P L\P L\PL\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\P L\P L\P L\PL\PL\PAT&TPEDESTALL\PP\PL\PINFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN L\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PINFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGNL\PSTOP SIGNSTOP SIGNTELE.PED.ELEC.MH.TELE.MHELEC.MH. ELEC.MH.ELEC.MH.ELEC.MH.ELEC.MH. TELE.MHTELE.MH TELE.MH TELE.MH TELE.MHTELE.PED.FIBERVAULTELEC.VAULT STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGNSTOPSIGN STOP SIGN SIGNSTREETSIGNYIELDPANELELEC.SIGNYIELDSIGNINFO.SIGNSTREETSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\PL\P SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNYIELDVALVESEWERSIGNINFO.SIGNVAULT ELEC.PED.ELEC.METERSIGNILM SIGNINFO.VAULTFIBERLIGHT POLETRAFFIC VAULTFIBERVAULTSIGNALMARKERFIBERELEC.METERVAULTFIBERPED.TRAFFICSIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN L\PVAULTELEC. EDGE OF PAVEMENT EDGE OF PAVEMENT SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\P ELEC.VAULT SIGNPARKING EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTELEC.VAULT ELEC.VAULTINFO. SIGN LIMIT SIGNSPEED SIGNELEC.PANELSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED. ELEC.PED.SIGNINFO. SIGN INFO.SIGNELEC.PED.INFO.SIGN TICKETBOOTH ELEC.PED.ELEC.VAULTSIGNPARKINGL\PSIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGL\PSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGELEC.PED.ELEC.PANELINFO.SIGNSIGNH\CSIGNH\C EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTDUCTVAULT FAAMARKER GENERATORPADBACK FLOWPREVENTER WATERMETEREDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT INFO. SIGN TELE.VAULT ELEC.VAULTL\PL\PL\PL\PL\PL\PELEC.VAULT TELE.VAULTELEC.VAULTW\VENCLOSURE TELE.VAULTELEC.VAULT SIGNINFO. TELE.MH TELE.MHELEC.MH.L\PELEC.TRANS. INFO. SIGNELEC.TRANS. SIGN INFO. SIGNL\PL\PL\PSIGNINFO.ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVEGRAVEL DRIVE SPOIL SIGN STOP SIGN BUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT FENCE FENCE FENCE WALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 05 KEY MAP SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : c : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 7 \ I L M B P 2 - 1 B - E D - 1 0 0 . d w g Pl o t t e d b y : A m b e r K u l e s a Pl o t t e d o n : 8 / 9 / 2 0 2 4 1 1 : 1 0 A M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 ALK RJW JDT ENGINEERING PLLC 8226CREEDMOORROAD, SUITE 201RALEIGH, NC27613T 919-522-0628NC LICENSE NO.P-0618 100% DESIGN 08/09/2024 NORTH LEGEND EXISTING ONE ACORN LIGHT FIXTURE. EXISTING TWO LIGHT FIXTURE EXISTING THREE LIGHT FIXTURE EXISTING POWER HANDHOLE EXISTING COMMUNICATIONS HANDHOLE EXISTING UTILITY TRANSFORMER EXISTING GATE EXISTING TICKET SPITTER P C T G TS CIVIL DEMOLITION SEE NOTE 3 NOTES 1. THE RELOCATION OF THE EXISTINGFEEDERS SHALL BE COORDINATED WITHDUKE ENERGY. 2. SEE SHEET E-001 FOR LEGEND AND GENERAL NOTES. 3. CIVIL DEMOLITION SHOWN FOR INFORMATION ONLY, SEE CIVIL PLANS FOR CIVIL DEMOLITION LEGEND AND LIMITS. KEYNOTES 1. THE FEEDER CIRCUIT TO THESE LIGHTS ARE NOT KNOWN. THE CONTRACTOR SHALL FIELD LOCATE THE EXISTING FEEDER PRIOR TO CONSTRUCTION. 2. INTERCEPT EXISTING CONDUIT ATDEMOLITION LIMITS. REMOVE EXISTINGCABLE BACK TO ADJACENT JUNCTION STRUCTURE/LIGHT TO REMAIN. CAP EXISTING CONDUIT WITH APPROPRIATELY SIZED FRICTION FIT PVC CAP. 2 1 ELECTRICAL DEMOLITION PLAN (SHEET 2 OF 5) ED-102 MA T C H L I N E S E E E D - 1 0 1 MATCHLINE SEE ED-104 N O R T H C A R O L I N A PR O F E SSIO N A LSEAL 031791 E NGIN E E RR I C H A R D J . W A L L S X X X X XXX XXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXX XXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X XXXXXXXXX XXX XXX XX XX XX XX XXXXXXXXXX X X X X X X XXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX A I R P O R T B L V D LOT F H E W LETT D RIV E XX XX XX SIG NPAR K I NG INFO. SI G N STOP SIGN P OH OH OH OH OH OH OH OH O H OH OH O H OH P O H EP EP P 4-2" CRPL-41,43RPL-45,47 4-2" C RPL-41,43 RPL-45,47 4-2" C RPL-41,43 RPL-45,47 MDP-16,18 MDP-16,18 REMOVE EXISTING MAINDISTRIBUTION POWER PANEL (MDP) - 120/240V, 200A. NEW POWER DISTRIBUTION RACK TO BE INSTALLED IN SAME LOCATION. SEE E-200 SERIES AND SHEET E-305 1 - 1" C RPL - 41, 43 PROTECT DUKE ENERGY FEEDER IN PLACE PROTECT DUKEENERGY FEEDERIN PLACE 1 - 1" C RPL - 41, 43 RPL-41,43RPL-45,47MDP-16,18 1-1" CRPL-41,43 2 W 4 " 2W2" RPL - 9, 11 RPL - 19, 21 RPL-19,23 RPL - 19, 21 RPL - 21, 23 RPL - 19, 21 4-2 " C 4-2"C 4-2"C 4-2"C RPL-19,21,23 RPL-13,15,17 RPL-19,21,23 RPL-25,27,29 RPL-31,33,35 RPL-13,15,17 RPL-19,21,23 RPL-13,15,17RPL-19,21,23 RPL-13,15,17 RPL-19,21,23 RPL-13,15,17 RPL-19,21,23 RPL-13,15,17RPL-19,21,23 C P P EXISTING DUKE ENERGY POLE MOUNTED TRANSFORMER REFER TO DETAIL 1, SHEET E-314 FOR LOT F ENTRY/EXIT PLAZA DEMOLITION PLAN SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : c : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 7 \ I L M B P 2 - 1 B - E D - 1 0 0 . d w g Pl o t t e d b y : A m b e r K u l e s a Pl o t t e d o n : 8 / 9 / 2 0 2 4 1 1 : 1 0 A M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 ALK RJW JDT ENGINEERING PLLC 8226CREEDMOORROAD, SUITE 201RALEIGH, NC27613T 919-522-0628NC LICENSE NO.P-0618 100% DESIGN 08/09/2024 NORTH INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N) INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) STORM SEWER MANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E) INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N) INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALL STORM SEWERMANHOLERIM 24.51INV. 15.24 (NW)INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E) INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWERMANHOLERIM 24.21INV. 13.27 (E) INV. 13.26 (W) STORM SEWER YARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W) STORM SEWER MANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W) STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W) STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W) STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W) STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W) STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N)INV. 21.29 (W) INV. 19.71 (E)INV. 18.48 (S) STORM SEWER YARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W) STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W) INV. 15.79 INV. 15.91 INV. 15.83 Allegheny Drive STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S) STORM SEWERCURB INLETRIM 24.50 (EOP) INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP)INV. 13.76 (E) STORM SEWERMANHOLERIM BURIED STORM SEWER MANHOLERIM 23.84INV. 13.35 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S) STORM SEWER YARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W)INV. 19.41 (S) STORM SEWER YARD INLETRIM 27.00 INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33 INV. 20.17 INV. 20.99 INV. 20.37 STORM SEWER YARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWERYARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S) STORM SEWERMANHOLERIM 25.11INV. 6.52 STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPRIP-RAP STORM SEWERMANHOLERIM 22.71INV. 15.46 (E) INV. 14.39 (S)INV. 14.13 (W)STORM SEWERMANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWERYARD INLETRIM 20.75INV. 7.37 (E) STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N) INV. 17.22 (E)INV. 17.20 (S) STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89 STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90 INV. 23.08 INV. 24.19RIP-RAPINV. 23.98 STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWER CURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W) RIP-RAPINV. 26.57 INV. 26.37 INV. 26.36 INV. 25.34 INV. 25.07 INV. 26.89 RIP-RAPINV. 26.34 STORM SEWER CURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWERCURB INLETEOP 3302INV. 30.71 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWER YARD INLETRIM 37.90INV. 33.80 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S)INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S) INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWERCURB INLETEOP 38.96INV. 36.08 (E) INV. 35.90 (W) STORM SEWERMANHOLERIM 41.90INV. 38.91 ( S) INV. 37.69 (E) INV. 37.47 (W) STORM SEWERMANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEWERMANHOLERIM 42.01INV. 37.67 (W)INV. 37.62 (S)INV. 37.47 (E) STORM SEWERCURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVED OVER)0 STORM SEWERCURB INLETEOP 30.68 INV.26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWERYARD INLETRIM 21.60 INV.13.28 (N) INV.13.29 (S) STORM SEWER MANHOLE RIM 22.36 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM19.46INV. 15.54 (S) STORM SEWER MANHOLE RIM 22.36 INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S) STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV.12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP) INV. 12.77 (N) INV. 12.75 (E) M STOP INFO. SIGN INFO. SIGN LIMIT SIGNSPEED SIGNPARKING SIGNPARKING LIMIT SIGNSPEED INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNSIGNSTREET B-9BORE B-7BORE B-2BOREB-6BORE B-4BORE INFO. SIGN EXIT SIGN LIMIT SIGNSPEEDSIGNH\C SIGNH\C SIGNH\CINFO. SIGN INFO. SIGNINFO. SIGN LIMIT SIGNSPEED INFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGNSTOPSIGN STOP SIGN SIGNSTREETSIGNYIELDSIGNYIELDSIGNINFO.SIGNSTREETSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNYIELDSIGNINFO. SIGNILM SIGNINFO.LIGHT POLETRAFFIC PED.TRAFFICSIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN SIGNPARKING INFO. SIGN LIMIT SIGNSPEED SIGNSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGN INFO.SIGNINFO.SIGNSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING STOPSIGNPARKINGSIGNPARKINGSIGNPARKINGINFO.SIGNSIGNH\CSIGNH\C INFO. SIGN SIGNINFO. INFO. SIGN SIGN INFO. SIGN SIGNINFO.L\PL\PL\P L\P P\P P\PP\PP\PP\PP\PP\PP\PG\WG\WG\WG\W G\WG\WG\WG\WG\WSTOPELEC.VAULT INFO. SIGN INFO. SIGN LIMIT SIGNSPEED SIGNPARKING SIGNPARKING LIMIT SIGNSPEED INFO. SIGN INFO. SIGNELEC.VAULT INFO. SIGN INFO. SIGNSIGNSTREETELEC.BOXB-9BORE B-7BORE SWITCHCABINET B-2BOREB-6BOREAT&TVAULT B-4BORE INFO. SIGN OVERHEAD LINEEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT 5' SIDEWALK EXIT SIGNPED.BELLSOUTH CONCRETEMARKER LIMIT SIGNSPEEDPEDESTAL AT&TPEDESTAL ELEC. CONDUIT BLOCKFOOTER CONC.HEADWALL CONC.HEADWALLCONC.HEADWALLCONC.FLUME GRAVELPARKING CONSTRUCTIONTRAILERSIGNH\C SIGNH\C SIGNH\CL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\P L\P L\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\P L\P L\PL\PL\PL\PL\P L\PL\PINFO. SIGN INFO. SIGNINFO. SIGN LIMIT SIGNSPEEDL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\P L\P L\PL\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\P L\P L\P L\PL\PL\PAT&TPEDESTALL\PP\PL\PINFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN L\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PINFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGNL\PSTOP SIGNSTOP SIGNTELE.PED.ELEC.MH.TELE.MHELEC.MH. ELEC.MH.ELEC.MH.ELEC.MH.ELEC.MH. TELE.MHTELE.MH TELE.MH TELE.MH TELE.MHTELE.PED.FIBERVAULTELEC.VAULT STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGNSTOPSIGN STOP SIGN SIGNSTREETSIGNYIELDPANELELEC.SIGNYIELDSIGNINFO.SIGNSTREETSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\PL\P SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNYIELDVALVESEWERSIGNINFO.SIGNVAULT ELEC.PED.ELEC.METERSIGNILM SIGNINFO.VAULTFIBERLIGHT POLETRAFFIC VAULTFIBERVAULTSIGNALMARKERFIBERELEC.METERVAULTFIBERPED.TRAFFICSIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN L\PVAULTELEC. EDGE OF PAVEMENT EDGE OF PAVEMENT SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\P ELEC.VAULT SIGNPARKING EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTELEC.VAULT ELEC.VAULTINFO. SIGN LIMIT SIGNSPEED SIGNELEC.PANELSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED. ELEC.PED.SIGNINFO. SIGN INFO.SIGNELEC.PED.INFO.SIGN TICKETBOOTH ELEC.PED.ELEC.VAULTSIGNPARKINGL\PSIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGL\PSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGELEC.PED.ELEC.PANELINFO.SIGNSIGNH\CSIGNH\C EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTDUCTVAULT FAAMARKER GENERATORPADBACK FLOWPREVENTER WATERMETEREDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT INFO. SIGN TELE.VAULT ELEC.VAULTL\PL\PL\PL\PL\PL\PELEC.VAULT TELE.VAULTELEC.VAULTW\VENCLOSURE TELE.VAULTELEC.VAULT SIGNINFO. TELE.MH TELE.MHELEC.MH.L\PELEC.TRANS. INFO. SIGNELEC.TRANS. SIGN INFO. SIGNL\PL\PL\PSIGNINFO.ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVEGRAVEL DRIVE SPOIL SIGN STOP SIGN BUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT FENCE FENCE FENCE WALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 05 KEY MAP LEGEND EXISTING ONE ACORN LIGHT FIXTURE. EXISTING TWO LIGHT FIXTURE EXISTING THREE LIGHT FIXTURE EXISTING POWER HANDHOLE EXISTING COMMUNICATIONS HANDHOLE EXISTING UTILITY TRANSFORMER EXISTING GATE EXISTING TICKET SPITTER P C T G TS CIVIL DEMOLITION SEE NOTE 3 NOTES 1. THE RELOCATION OF THE EXISTINGFEEDERS SHALL BE COORDINATED WITHDUKE ENERGY. 2. SEE SHEET E-001 FOR LEGEND AND GENERAL NOTES. 3. CIVIL DEMOLITION SHOWN FOR INFORMATION ONLY, SEE CIVIL PLANS FOR CIVIL DEMOLITION LEGEND AND LIMITS. KEYNOTES 1. THE FEEDER CIRCUIT TO THESE LIGHTS ARE NOT KNOWN. THE CONTRACTOR SHALL FIELD LOCATE THE EXISTING FEEDER PRIOR TO CONSTRUCTION. 2. INTERCEPT EXISTING CONDUIT ATDEMOLITION LIMITS. REMOVE EXISTINGCABLE BACK TO ADJACENT JUNCTION STRUCTURE/LIGHT TO REMAIN. CAP EXISTING CONDUIT WITH APPROPRIATELY SIZED FRICTION FIT PVC CAP. 2 1 ELECTRICAL DEMOLITION PLAN (SHEET 3 OF 5) ED-103 MA T C H L I N E S E E E D - 1 0 4 MATCHLINE SEE ED-101 MATCHLINE SEE ED-105 N O R T H C A R O L I N A PR O F E SSIO N A LSEAL 031791 E NGIN E E RR I C H A R D J . W A L L S X X X X X X X X X INFO. SIGN FE NCE LOT D LOT C AIRPORT BOUL EVARD TER M INA L INFO. SIGN SIGNPARKING PROTECT IN PLACE. T GE N P P D G G G G G G G TS TS TS TS TS TS TS P GE N TC D T C C RPL - 31, 33 RPL - 27, 29 RPL - 25, 27 RPL - 33, 35 RPL - 33, 35 RPL - 25, 27 RPL - 31, 35 RPL - 19, 21 1" C D.E.B, RPL-19,21,23 3#8, #8G(REMOVE CABLE) 1" C D.E.B, RPL-25,27,29 3#8, #8G(REMOVE CABLE) 1 1/2"C D.B., RPL-25,27,29 RPL-31,33,35 3#8, 3#8, 2#8G(REMOVE CABLES) 1 1/2"C D.B., RPL-25,27,29 RPL-31,33,35 3#8, 3#8, 2#8G, D.B. 1 1/2"C D.B., RPL-25,27,29RPL-31,33,353#8, 3#8, 2#8G 2-2"C 2 6-STRAND FIBER OPTIC CABLE - SINGLE MODE EXTENDED CONDUIT AND FIBER OPTIC CABLE TOBUILDING MANAGEMENTROOM (LOWER LEVEL)TERMINAL BUILDING RPL-19,23 RPL-19,23 RPL - 21, 23 RPL - 33, 35 RPL - 25, 29RPL - 25, 29 RPL - 31, 33 RPL - 25, 27 RPL - 31, 35 RPL - 33, 35 RPL - 27, 29 RPL - 25, 27 RPL - 31, 35 RPL - 33, 35 RPL - 25, 29 RPL - 25, 27 RPL - 31, 33 RPL - 31, 35 RPL - 25, 29 RPL - 27, 29 RPL - 31, 33 RPL - 25, 29 RPL - 31, 33 RPL - 27, 29 RPL - 25, 29 RPL - 31, 33 RPL - 31, 35 RPL - 27, 29 RPL - 31, 33 RPL - 21, 23 RPL-19,23 RPL - 21, 23 RPL-19,23 RPL - 25, 29 RPL - 33, 35 RPL - 33, 35 RPL - 19, 21 RPL - 21, 23 RPL - 21, 23 P RPL-19,21,23 RPL-19,21,23 RPL-25,27,29 RPL-31,33,35 RPL-25,27,29 RPL-31,33,35 RPL-13,15,17 RPL-19,21,23 RPL-13,15,17 RPL-19,21,23 RPL-13,15,17RPL-19,21,23 RPL-19,21,23 RPL-19,21,23(REMOVECABLES) RPL-19,21,23(REMOVECABLES) RPL-19,21,23 RPL - 19, 21 RPL-19,21,23 RPL-19,21,23 RPL-19,21,23 RPL-19,21,23RPL-13,15,17RPL-19,21,23 6#8, 2#8G, D.B. (REMOVE CABLES) RPL-25,27,29 RPL-31,33,35 RPL-25,27,29 RPL-31,33,35 RPL-25,27,29 RPL-31,33,35 (REMOVE CABLE) RPL-25,27,29 RPL-31,33,35 RPL-25,27,29 RPL-31,33,35 RPL-25,27,29 RPL-31,33,35 RPL-25,27,29RPL-31,33,35 RPL-25,27,29 RPL-31,33,35 RPL-13,15,17 1 1/2"C D.B., RPL-25,27,29 RPL-31,33,35 3#8, 3#8, 2#8G 1 1/2"C RPL-25,27,29 RPL-31,33,35 (REMOVE CABLES) RPL-25,27,29 RPL-31,33,35 RPL-31,33,35 1 1/2"C RPL-25,27,29 RPL-31,33,35 (REMOVE CABLES) RPL-31,33,35 G G G 2" D.B. 2" D.B.2" D .B . 2" D.B. DUKE ENERGY FEEDER TOTERMINAL BUILDING -PROTECT IN PLACE AT&T FIBER TO TERMINALBUILDING - PROTECT IN PLACE REMOVE ARM GATES AND TICKET SPITTERS (TYP OF 2 LANES) PROTECT EXISTING COMM. LINE IN PLACE TO ILM TERMINALBUILDING MANAGEMENTROOM. FIELD VERIFY EXACT ROUTING C1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : c : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 7 \ I L M B P 2 - 1 B - E D - 1 0 0 . d w g Pl o t t e d b y : A m b e r K u l e s a Pl o t t e d o n : 8 / 9 / 2 0 2 4 1 1 : 1 0 A M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 ALK RJW JDT ENGINEERING PLLC 8226CREEDMOORROAD, SUITE 201RALEIGH, NC27613T 919-522-0628NC LICENSE NO.P-0618 100% DESIGN 08/09/2024 NORTH INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N) INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) STORM SEWER MANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E) INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N) INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALL STORM SEWERMANHOLERIM 24.51INV. 15.24 (NW)INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E) INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWERMANHOLERIM 24.21INV. 13.27 (E) INV. 13.26 (W) STORM SEWER YARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W) STORM SEWER MANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W) STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W) STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W) STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W) STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W) STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N)INV. 21.29 (W) INV. 19.71 (E)INV. 18.48 (S) STORM SEWER YARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W) STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W) INV. 15.79 INV. 15.91 INV. 15.83 Allegheny Drive STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S) STORM SEWERCURB INLETRIM 24.50 (EOP) INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP)INV. 13.76 (E) STORM SEWERMANHOLERIM BURIED STORM SEWER MANHOLERIM 23.84INV. 13.35 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S) STORM SEWER YARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W)INV. 19.41 (S) STORM SEWER YARD INLETRIM 27.00 INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33 INV. 20.17 INV. 20.99 INV. 20.37 STORM SEWER YARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWERYARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S) STORM SEWERMANHOLERIM 25.11INV. 6.52 STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPRIP-RAP STORM SEWERMANHOLERIM 22.71INV. 15.46 (E) INV. 14.39 (S)INV. 14.13 (W)STORM SEWERMANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWERYARD INLETRIM 20.75INV. 7.37 (E) STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N) INV. 17.22 (E)INV. 17.20 (S) STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89 STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90 INV. 23.08 INV. 24.19RIP-RAPINV. 23.98 STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWER CURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W) RIP-RAPINV. 26.57 INV. 26.37 INV. 26.36 INV. 25.34 INV. 25.07 INV. 26.89 RIP-RAPINV. 26.34 STORM SEWER CURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWERCURB INLETEOP 3302INV. 30.71 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWER YARD INLETRIM 37.90INV. 33.80 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S)INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S) INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWERCURB INLETEOP 38.96INV. 36.08 (E) INV. 35.90 (W) STORM SEWERMANHOLERIM 41.90INV. 38.91 ( S) INV. 37.69 (E) INV. 37.47 (W) STORM SEWERMANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEWERMANHOLERIM 42.01INV. 37.67 (W)INV. 37.62 (S)INV. 37.47 (E) STORM SEWERCURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVED OVER)0 STORM SEWERCURB INLETEOP 30.68 INV.26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWERYARD INLETRIM 21.60 INV.13.28 (N) INV.13.29 (S) STORM SEWER MANHOLE RIM 22.36 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM19.46INV. 15.54 (S) STORM SEWER MANHOLE RIM 22.36 INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S) STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV.12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP) INV. 12.77 (N) INV. 12.75 (E) M STOP INFO. SIGN INFO. SIGN LIMIT SIGNSPEED SIGNPARKING SIGNPARKING LIMIT SIGNSPEED INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNSIGNSTREET B-9BORE B-7BORE B-2BOREB-6BORE B-4BORE INFO. SIGN EXIT SIGN LIMIT SIGNSPEEDSIGNH\C SIGNH\C SIGNH\CINFO. SIGN INFO. SIGNINFO. SIGN LIMIT SIGNSPEED INFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGNSTOPSIGN STOP SIGN SIGNSTREETSIGNYIELDSIGNYIELDSIGNINFO.SIGNSTREETSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNYIELDSIGNINFO. SIGNILM SIGNINFO.LIGHT POLETRAFFIC PED.TRAFFICSIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN SIGNPARKING INFO. SIGN LIMIT SIGNSPEED SIGNSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGN INFO.SIGNINFO.SIGNSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING STOPSIGNPARKINGSIGNPARKINGSIGNPARKINGINFO.SIGNSIGNH\CSIGNH\C INFO. SIGN SIGNINFO. INFO. SIGN SIGN INFO. SIGN SIGNINFO.L\PL\PL\P L\P P\P P\PP\PP\PP\PP\PP\PP\PG\WG\WG\WG\W G\WG\WG\WG\WG\WSTOPELEC.VAULT INFO. SIGN INFO. SIGN LIMIT SIGNSPEED SIGNPARKING SIGNPARKING LIMIT SIGNSPEED INFO. SIGN INFO. SIGNELEC.VAULT INFO. SIGN INFO. SIGNSIGNSTREETELEC.BOXB-9BORE B-7BORE SWITCHCABINET B-2BOREB-6BOREAT&TVAULT B-4BORE INFO. SIGN OVERHEAD LINEEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT 5' SIDEWALK EXIT SIGNPED.BELLSOUTH CONCRETEMARKER LIMIT SIGNSPEEDPEDESTAL AT&TPEDESTAL ELEC. CONDUIT BLOCKFOOTER CONC.HEADWALL CONC.HEADWALLCONC.HEADWALLCONC.FLUME GRAVELPARKING CONSTRUCTIONTRAILERSIGNH\C SIGNH\C SIGNH\CL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\P L\P L\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\P L\P L\PL\PL\PL\PL\P L\PL\PINFO. SIGN INFO. SIGNINFO. SIGN LIMIT SIGNSPEEDL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\P L\P L\PL\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\P L\P L\P L\PL\PL\PAT&TPEDESTALL\PP\PL\PINFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN L\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PINFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGNL\PSTOP SIGNSTOP SIGNTELE.PED.ELEC.MH.TELE.MHELEC.MH. ELEC.MH.ELEC.MH.ELEC.MH.ELEC.MH. TELE.MHTELE.MH TELE.MH TELE.MH TELE.MHTELE.PED.FIBERVAULTELEC.VAULT STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGNSTOPSIGN STOP SIGN SIGNSTREETSIGNYIELDPANELELEC.SIGNYIELDSIGNINFO.SIGNSTREETSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\PL\P SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNYIELDVALVESEWERSIGNINFO.SIGNVAULT ELEC.PED.ELEC.METERSIGNILM SIGNINFO.VAULTFIBERLIGHT POLETRAFFIC VAULTFIBERVAULTSIGNALMARKERFIBERELEC.METERVAULTFIBERPED.TRAFFICSIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN L\PVAULTELEC. EDGE OF PAVEMENT EDGE OF PAVEMENT SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\P ELEC.VAULT SIGNPARKING EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTELEC.VAULT ELEC.VAULTINFO. SIGN LIMIT SIGNSPEED SIGNELEC.PANELSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED. ELEC.PED.SIGNINFO. SIGN INFO.SIGNELEC.PED.INFO.SIGN TICKETBOOTH ELEC.PED.ELEC.VAULTSIGNPARKINGL\PSIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGL\PSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGELEC.PED.ELEC.PANELINFO.SIGNSIGNH\CSIGNH\C EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTDUCTVAULT FAAMARKER GENERATORPADBACK FLOWPREVENTER WATERMETEREDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT INFO. SIGN TELE.VAULT ELEC.VAULTL\PL\PL\PL\PL\PL\PELEC.VAULT TELE.VAULTELEC.VAULTW\VENCLOSURE TELE.VAULTELEC.VAULT SIGNINFO. TELE.MH TELE.MHELEC.MH.L\PELEC.TRANS. INFO. SIGNELEC.TRANS. SIGN INFO. SIGNL\PL\PL\PSIGNINFO.ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVEGRAVEL DRIVE SPOIL SIGN STOP SIGN BUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT FENCE FENCE FENCE WALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 05 KEY MAP LEGEND EXISTING ONE ACORN LIGHT FIXTURE. EXISTING TWO LIGHT FIXTURE EXISTING THREE LIGHT FIXTURE EXISTING POWER HANDHOLE EXISTING COMMUNICATIONS HANDHOLE EXISTING UTILITY TRANSFORMER EXISTING GATE EXISTING TICKET SPITTER P C T G TS CIVIL DEMOLITION SEE NOTE 3 NOTES 1. THE RELOCATION OF THE EXISTINGFEEDERS SHALL BE COORDINATED WITHDUKE ENERGY. 2. SEE SHEET E-001 FOR LEGEND AND GENERAL NOTES. 3. CIVIL DEMOLITION SHOWN FOR INFORMATION ONLY, SEE CIVIL PLANS FOR CIVIL DEMOLITION LEGEND AND LIMITS. KEYNOTES 1. THE FEEDER CIRCUIT TO THESE LIGHTS ARE NOT KNOWN. THE CONTRACTOR SHALL FIELD LOCATE THE EXISTING FEEDER PRIOR TO CONSTRUCTION. 2. INTERCEPT EXISTING CONDUIT ATDEMOLITION LIMITS. REMOVE EXISTINGCABLE BACK TO ADJACENT JUNCTION STRUCTURE/LIGHT TO REMAIN. CAP EXISTING CONDUIT WITH APPROPRIATELY SIZED FRICTION FIT PVC CAP. 2 1 ELECTRICAL DEMOLITION PLAN (SHEET 4 OF 5) ED-104 MA T C H L I N E S E E E D - 1 0 3 MATCHLINE SEE ED-102 MATCHLINE SEE ED-105 N O R T H C A R O L I N A PR O F E SSIO N A LSEAL 031791 E NGIN E E RR I C H A R D J . W A L L S X X X X X LIM I T SIGN SPEED CONCRETE MAR K E R X X X X X X X X X X X X X X X X X SIGN STOP SIGN MH MH MH CON C R E TE WALK H\CSIGN CREWCAR X M O D E R N A V I A T I O N A C C E S S R O A D MO DE RN A V I A TI O N DRI V E W A Y A IRP ORT B OULE V A RD AR F F AC C ESS R OAD T E M P R D W Y MO D ER N AVI ATI O N PAR KI N G L O T LOT E AIRPORT BOULEVARD DOLAN DRIVE HE WLE TT D R I V E TRA SK DRI V E LIM I T SIGN SPEED INFO. SIGN STOP SIGN OH OH OH OH OH OH OH OH OH G G TS OH OH O H O H OH OH OH OH OH EP EP EP EP P P S P T RPL-19,23 1 1/2"C, RPL-19,21,23 RPL-13,15,17 6#8, 2#8G, D.B. (REMOVE CABLES)RPL-45,47MDP-16,18 RPL-45,47 MDP-16,18 RPL-45,47MDP-16,18 RPL-45,47 MDP-16,18 1-1"C MDP-16,18 RPL-45,47 MDP-16,18 1-1" CRPL-45,47 1-1" C RPL-45,47 1-1" CRPL-45,47 EXISTING DUKE ENERGY LINE EXISTING DUKE ENERGY LINE 1-1"CRPL-45,47 EXISTING ELECTRICAL AND COMM. RACK 2-2"C2 6-STRAND FIBER OPTICCABLE - SINGLE MODE RPL - 15, 17 RPL-19,23 4-2"C 4-2"C 4 -2 "C 4-2"C 2 - 2 " C 4-2"C 4-2"C1-1 "C 1 - 6 " C 1 - 6 " H D P E 1-6"H D PE 1 -6 "C RPL-19,21,23 RPL-13,15,17 RPL-19,21,23RPL-13,15,176#8, 2#8G, D.B. CC C C 2 - 2 " C 1 1 1 1 1 1 1 2 SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : c : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 7 \ I L M B P 2 - 1 B - E D - 1 0 0 . d w g Pl o t t e d b y : A m b e r K u l e s a Pl o t t e d o n : 8 / 9 / 2 0 2 4 1 1 : 1 0 A M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 ALK RJW JDT ENGINEERING PLLC 8226CREEDMOORROAD, SUITE 201RALEIGH, NC27613T 919-522-0628NC LICENSE NO.P-0618 100% DESIGN 08/09/2024 NORTH INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N) INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) STORM SEWER MANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E) INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N) INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALL STORM SEWERMANHOLERIM 24.51INV. 15.24 (NW)INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E) INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWERMANHOLERIM 24.21INV. 13.27 (E) INV. 13.26 (W) STORM SEWER YARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W) STORM SEWER MANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W) STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W) STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W) STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W) STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W) STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N)INV. 21.29 (W) INV. 19.71 (E)INV. 18.48 (S) STORM SEWER YARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W) STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W) INV. 15.79 INV. 15.91 INV. 15.83 Allegheny Drive STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S) STORM SEWERCURB INLETRIM 24.50 (EOP) INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP)INV. 13.76 (E) STORM SEWERMANHOLERIM BURIED STORM SEWER MANHOLERIM 23.84INV. 13.35 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S) STORM SEWER YARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W)INV. 19.41 (S) STORM SEWER YARD INLETRIM 27.00 INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33 INV. 20.17 INV. 20.99 INV. 20.37 STORM SEWER YARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWERYARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S) STORM SEWERMANHOLERIM 25.11INV. 6.52 STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPRIP-RAP STORM SEWERMANHOLERIM 22.71INV. 15.46 (E) INV. 14.39 (S)INV. 14.13 (W)STORM SEWERMANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWERYARD INLETRIM 20.75INV. 7.37 (E) STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N) INV. 17.22 (E)INV. 17.20 (S) STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89 STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90 INV. 23.08 INV. 24.19RIP-RAPINV. 23.98 STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWER CURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W) RIP-RAPINV. 26.57 INV. 26.37 INV. 26.36 INV. 25.34 INV. 25.07 INV. 26.89 RIP-RAPINV. 26.34 STORM SEWER CURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWERCURB INLETEOP 3302INV. 30.71 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWER YARD INLETRIM 37.90INV. 33.80 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S)INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S) INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWERCURB INLETEOP 38.96INV. 36.08 (E) INV. 35.90 (W) STORM SEWERMANHOLERIM 41.90INV. 38.91 ( S) INV. 37.69 (E) INV. 37.47 (W) STORM SEWERMANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEWERMANHOLERIM 42.01INV. 37.67 (W)INV. 37.62 (S)INV. 37.47 (E) STORM SEWERCURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVED OVER)0 STORM SEWERCURB INLETEOP 30.68 INV.26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWERYARD INLETRIM 21.60 INV.13.28 (N) INV.13.29 (S) STORM SEWER MANHOLE RIM 22.36 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM19.46INV. 15.54 (S) STORM SEWER MANHOLE RIM 22.36 INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S) STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV.12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP) INV. 12.77 (N) INV. 12.75 (E) M STOP INFO. SIGN INFO. SIGN LIMIT SIGNSPEED SIGNPARKING SIGNPARKING LIMIT SIGNSPEED INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNSIGNSTREET B-9BORE B-7BORE B-2BOREB-6BORE B-4BORE INFO. SIGN EXIT SIGN LIMIT SIGNSPEEDSIGNH\C SIGNH\C SIGNH\CINFO. SIGN INFO. SIGNINFO. SIGN LIMIT SIGNSPEED INFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGNSTOPSIGN STOP SIGN SIGNSTREETSIGNYIELDSIGNYIELDSIGNINFO.SIGNSTREETSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNYIELDSIGNINFO. SIGNILM SIGNINFO.LIGHT POLETRAFFIC PED.TRAFFICSIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN SIGNPARKING INFO. SIGN LIMIT SIGNSPEED SIGNSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGN INFO.SIGNINFO.SIGNSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING STOPSIGNPARKINGSIGNPARKINGSIGNPARKINGINFO.SIGNSIGNH\CSIGNH\C INFO. SIGN SIGNINFO. INFO. SIGN SIGN INFO. SIGN SIGNINFO.L\PL\PL\P L\P P\P P\PP\PP\PP\PP\PP\PP\PG\WG\WG\WG\W G\WG\WG\WG\WG\WSTOPELEC.VAULT INFO. SIGN INFO. SIGN LIMIT SIGNSPEED SIGNPARKING SIGNPARKING LIMIT SIGNSPEED INFO. SIGN INFO. SIGNELEC.VAULT INFO. SIGN INFO. SIGNSIGNSTREETELEC.BOXB-9BORE B-7BORE SWITCHCABINET B-2BOREB-6BOREAT&TVAULT B-4BORE INFO. SIGN OVERHEAD LINEEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT 5' SIDEWALK EXIT SIGNPED.BELLSOUTH CONCRETEMARKER LIMIT SIGNSPEEDPEDESTAL AT&TPEDESTAL ELEC. CONDUIT BLOCKFOOTER CONC.HEADWALL CONC.HEADWALLCONC.HEADWALLCONC.FLUME GRAVELPARKING CONSTRUCTIONTRAILERSIGNH\C SIGNH\C SIGNH\CL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\P L\P L\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\P L\P L\PL\PL\PL\PL\P L\PL\PINFO. SIGN INFO. SIGNINFO. SIGN LIMIT SIGNSPEEDL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\P L\P L\PL\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\P L\P L\P L\PL\PL\PAT&TPEDESTALL\PP\PL\PINFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN L\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PINFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGNL\PSTOP SIGNSTOP SIGNTELE.PED.ELEC.MH.TELE.MHELEC.MH. ELEC.MH.ELEC.MH.ELEC.MH.ELEC.MH. TELE.MHTELE.MH TELE.MH TELE.MH TELE.MHTELE.PED.FIBERVAULTELEC.VAULT STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGNSTOPSIGN STOP SIGN SIGNSTREETSIGNYIELDPANELELEC.SIGNYIELDSIGNINFO.SIGNSTREETSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\PL\P SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNYIELDVALVESEWERSIGNINFO.SIGNVAULT ELEC.PED.ELEC.METERSIGNILM SIGNINFO.VAULTFIBERLIGHT POLETRAFFIC VAULTFIBERVAULTSIGNALMARKERFIBERELEC.METERVAULTFIBERPED.TRAFFICSIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN L\PVAULTELEC. EDGE OF PAVEMENT EDGE OF PAVEMENT SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\P ELEC.VAULT SIGNPARKING EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTELEC.VAULT ELEC.VAULTINFO. SIGN LIMIT SIGNSPEED SIGNELEC.PANELSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED. ELEC.PED.SIGNINFO. SIGN INFO.SIGNELEC.PED.INFO.SIGN TICKETBOOTH ELEC.PED.ELEC.VAULTSIGNPARKINGL\PSIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGL\PSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGELEC.PED.ELEC.PANELINFO.SIGNSIGNH\CSIGNH\C EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTDUCTVAULT FAAMARKER GENERATORPADBACK FLOWPREVENTER WATERMETEREDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT INFO. SIGN TELE.VAULT ELEC.VAULTL\PL\PL\PL\PL\PL\PELEC.VAULT TELE.VAULTELEC.VAULTW\VENCLOSURE TELE.VAULTELEC.VAULT SIGNINFO. TELE.MH TELE.MHELEC.MH.L\PELEC.TRANS. INFO. SIGNELEC.TRANS. SIGN INFO. SIGNL\PL\PL\PSIGNINFO.ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVEGRAVEL DRIVE SPOIL SIGN STOP SIGN BUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT FENCE FENCE FENCE WALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 05 KEY MAP LEGEND EXISTING ONE ACORN LIGHT FIXTURE. EXISTING TWO LIGHT FIXTURE EXISTING THREE LIGHT FIXTURE EXISTING POWER HANDHOLE EXISTING COMMUNICATIONS HANDHOLE EXISTING UTILITY TRANSFORMER EXISTING GATE EXISTING TICKET SPITTER P C T G TS CIVIL DEMOLITION SEE NOTE 3 NOTES 1. THE RELOCATION OF THE EXISTINGFEEDERS SHALL BE COORDINATED WITHDUKE ENERGY. 2. SEE SHEET E-001 FOR LEGEND AND GENERAL NOTES. 3. CIVIL DEMOLITION SHOWN FOR INFORMATION ONLY, SEE CIVIL PLANS FOR CIVIL DEMOLITION LEGEND AND LIMITS. KEYNOTES 1. THE FEEDER CIRCUIT TO THESE LIGHTS ARE NOT KNOWN. THE CONTRACTOR SHALL FIELD LOCATE THE EXISTING FEEDER PRIOR TO CONSTRUCTION. 2. INTERCEPT EXISTING CONDUIT ATDEMOLITION LIMITS. REMOVE EXISTINGCABLE BACK TO ADJACENT JUNCTION STRUCTURE/LIGHT TO REMAIN. CAP EXISTING CONDUIT WITH APPROPRIATELY SIZED FRICTION FIT PVC CAP. 2 1 ELECTRICAL DEMOLITION PLAN (SHEET 5 OF 5) ED-105 MATCHLINE SEE ED-103 MATCHLINE SEE ED-104 N O R T H C A R O L I N A PR O F E SSIO N A LSEAL 031791 E NGIN E E RR I C H A R D J . W A L L S X X X X X X X INFO .SIGNSTREETINFO. SIGN INFO. SIGN SIGN STOP SIGN STO P SIGN STOP SIGN STOP SIGN X X M LIMIT SIGN SPEED STOP SIGN 5' SIDE WALK INFO. SIGN X X X X X X X X ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DR I V E X GRAVEL DRIVE SPOIL BUILDING BUILDING BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLAR D BOLLARD FFE 28.75 EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT WALK CONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAP CONC. TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENT CONC. MH MHMH CONCRETE WALK H\CSIGN CREWCAR XX SIGNPARK I NG INFO. SIG N SIGNINFO . STOP LIMIT SIGN SPEED INFO. SIGN INFO. SIGN STOP SIGN SIGN SIGNPARK I N G SIGNPARK I N G SIGNPARK I NG FENCE GATE FENCE FENCE ED G E O F P A V E M E N T FENCE FENCE CONC. WALK TRAFFIC SIGN 1 5 3 4 2 6 SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : c : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 7 \ I L M B P 2 - 1 B - E - 2 0 0 . d w g Pl o t t e d b y : J i m m y W a g n e r Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 6 : 5 6 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 400200200 200 ALK RJW JDT ENGINEERING PLLC 8226CREEDMOORROAD, SUITE 201RALEIGH, NC27613T 919-522-0628NC LICENSE NO.P-0618 100% DESIGN 08/09/2024 ELECTRICAL LAYOUT OVERALL PLAN E-200 PROPOSED STREET LIGHT POLE WITH ONE ACORN LIGHT FIXTURE. # = TYPE OF FIXTURE. SEE FIXTURE SCHEDULE, SHEET E-307. PROPOSED STREET LIGHT POLE WITHTWO LIGHT FIXTURES. # = TYPE OF FIXTURE. SEE FIXTURE SCHEDULE, SHEET E-307. PROPOSED HEAVY DUTY H-20 TRAFFICRATED POWER HANDHOLE COMPLETEAND INSTALLED WITH ALLAPPURTENANCES. P = POWER, C = COMM. PROPOSED UTILITY TRANSFORMER PROPOSED DUKE ENERGY SWITCH CABINET PROPOSED POLYMER CONCRETETIER 22 TRAFFIC RATED JUNCTIONBOX PROPOSED CONDUIT CAP PROPOSED 1 WAY 2" SCHEDULE 40 PVC CONDUIT, CONCRETE ENCASED. UNLESS OTHERWISE NOTED ON PLAN SHEET. PROPOSED ELECTRICAL DUCT BANK. SCHEDULE 40 PVC, CONCRETE ENCASED. X=NUMBER OF CONDUITS IN DUCT, Y=DIAMETER OF CONDUITS IN INCHES. # # P C T S X-Y" LEGEND KEY NOTES 1 ADJUST UNIVERSAL DRIVER INSIDE LIGHT FIXTURE FROM 240V TO 277V. CIRCUITS INSTALLED IN PHASE 1A TO BE POWERED FROM NEW POWER PANEL(S)INSTALLED IN PHASE 1B. SEE DETAIL SHEETSE-301 THRU E-304. SEE SECURITY PLANS FOR CABLING TO SECURITY CAMERAS PROPOSED STREET LIGHT POLE WITHONE LIGHT FIXTURE. # = TYPE OFFIXTURE. SEE FIXTURE SCHEDULE, SHEET E-307. # Y" C 2 NOTES 1. SEE DETAIL SHEET E-308 FOR TYPICALLIGHT LOCATIONS 3 1 1 1 ADDENDUM 1 8/23/24 1 5' S I D E W AL K LEA S E A R E A O THER S AIRPOR T BOU LEVA R D AIRPOR T BOU LEVA R D XX XX XX XX XX XX XX XX XX XX XX XX XX XX T D S D C C C DP C C P P 2 2 2 2 2 2 2 2 3 A R4 P C P C PROTECT EXISTINGDUCTS INPLACE RPLW-1,3,5 RPLW-1,3,5 RPLW-7,9,11 RPLW-41,43 RPLW-45,47 RPLW-1,3,54-4"C 2"C 4- 2 " C 4-4" C 1" C 1"C 1" C RPLW-26,28,30 RPLW-26,28,30 4-4 " C 4-4"C4-4"C 4-4"C 2"C MDPW-24,26 2"C1-6 FOC MPZF1 4-4 " C 1-36 FOC-A 1-36 FOC-B 1-36 FOC-C 1-12 FOC 4-4" C 4-4" C4-4" C 4-4" C4-4 " C 4-4" C6-4" C A A B B B BB B J J C C D D E E R CC K K K PP R P R4 D D D D R R P P C C R K 4-4"C RPLW-1,3,5 RPLW-1,3,5 2" C 2" C RPLW-1,3,5 2" C 2" C 2"C RPLW-1,3,5 2" C 2 " C RPLW-1,3,5 4 -4" C 4-4" C 4-4" C 2" C 2" C 2" C 2" C2" C 2" C 2" C 2 " CRPL-1W,3,5 2"C 2 " C RPLW-1,3,5 SPARE 4-4 "C 4 - 4 " C F F H HRR I I I I I I H H PROTECT EXISTINGDUKE ENERGY IN PLACE NEW POWER AND COMM. DISTRIBUTION RACK CONTAINING POWER PANELS MDPW AND RPLW. SEE DETAILSHEETS E-301 AND E-306 CONTRACTOR TO RELOCATEEXISTING SWITCH CABINET. COORDINATE WITH DUKE ENERGY. A RPLW - 7,9,11 4-2" C RPLW - 7, 9, 11 RPLW - 41, 43 RPLW - 45, 47 4-2" CRPLW - 7, 9, 11RPLW - 41, 43RPLW - 45, 47 4-2" CRPLW - 7, 9, 11RPLW - 41, 43RPLW - 45, 47 4-2" CRPLW-41,43RPLW-45,47 4-2" CRPLW-41,43RPLW-45,47 RPLW-1,3,5 RPLW-1,3,5 RPLW-7,9,11 RPLW-41,43 RPLW-45,47 RPLW-37,39 RPLW-37,39 INTERCEPT EXISTING CIRCUITS RPLW-7,9,11, RPLW-41,43, RPLW-45,47, AND RPLW-37,39. SPLICE NEW FEEDERS WITH EXISTING FEEDERS USINGWAATERPROOF IN-LINE SPLICE KITS(POLARIS OR APPROVED EQUAL). RPLW-20,22,24 RPLW-26,28,30 P STUB SPARE 2-4" DUCT FOR FUTURE EV CHARGINGSTATIONS 5' BEYOND CELLPHONE LOT PAVEMENT 2 - 4 " SPARE RPLW-1,3,5 1 " C 4-4 "C 4-4 "C G G G G RPLW-7,9,11 RPLW-41,43 RPLW-45,47 RPLW-37,39 MPZW-5 2"C C 1-6 STRAND FOC(TO VMS SIGN) 1-6 STRAND FOC(TO VMS SIGN) 1-6 STRAND FOC (TO VMS SIGN) 1"C 2"CMPZW-7 1-6 STRAND FOC MPZW-5 4-4"C RD-DIR.012 S P SEE WAYFINDING PLANS FOR POWER AND COMM. CONNECTIVITY TO SIGN DUCT SECTIONS: A B C D COMM. A B C D E F G H POWER COMM. A. SPARE B. SPARE C. RPLW-20,22,24 RPLW-26,28,30 D. SPARE E. 1-12 FOC F. 1-36 FOC-A G. 1-36 FOC-B H. 1-36 FOC-C SECTION B-B A B C D E F G H COMM.POWER A. 1-36 FOC-A B. 1-36 FOC-B C. 1-36 FOC-C D. 1-6 FOC1-12 FOC E. SPAREF. RPLW-1,3,5G. RPLW-20,22,24RPLW-26,28,30H. MDPW-24,26 SECTION C-C A B C D SECTION E-E COMM. A B C D E F G H COMM.POWER SECTION F-F A B C D E F G H SECTION G-G POWER A B C D A. RPLW-13,15,17MDPW-18,20,22B. RPLW-1,3,5 C. SPARE D. SPARE SECTION H-H POWER A B C D SECTION I-I POWER SECTION A-A A B C D E F G H COMM.POWER A. 1-36 FOC-A B. 1-36 FOC-B C. 1-36 FOC-CD. 1-6 FOC1-12 FOC E. SPAREF. SPAREG. RPLW-20,22,24 RPLW-26,28,30 H. MDPW-24,26 SECTION J-J A. 1-12 FOC1-36 FOC-A B. 1-36 FOC-B C. 1-36 FOC-C D. SPARE A. 1-36 FOC-AB. 1-36 FOC-BC. 1-36 FOC-C D. 3-6 FOC 1-12 FOC E. RPLW-13,15,17 RPLW-37,39 MDPW-18,20,22 F. RPLW-1,3,5 RPLW-7,9,11 RPLW-41,43 G. RPLW-20,22,24RPLW-26,28,30RPLW-45,47H. MDPW-24,26MDPW-28,30MDPW-55,57,59I. MPZW-7MPZW-9J. MPZW-5 A. 1-36 FOC-A B. 1-36 FOC-B C. 1-36 FOC-C D. 1-12 FOC1-6 FOC A. SPARE B. SPARE C. SPARE D. 2-6 FOC E. MPZW-9 F. MDPW-28,30 G. RPLW-20,22,24H. MDPW-55,57,59 A. RPLW-13,15,17 RPLW-37,39 MDPW-18,20,22 B. RPLW-1,3,5 RPLW-7,9,11 RPLW-41,43 C. RPLW-45,47 D. MPZW-5 E. SPAREF. SPAREG. SPAREH. SPARE A. RPLW-37,39 B. RPLW-1,3,5 RPLW-7,9,11 RPLW-41,43 C. RPLW-45,47 D. MPZW-5 A B C D E F H I G J COMM.POWER SECTION D-D INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N)INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWERYARD INLETRIM 21.40INV. 16.44 (W) STORM SEWERMANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E) INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N) INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALLSTORM SEWERMANHOLERIM 24.51INV. 15.24 (NW) INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E)INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWERMANHOLERIM 24.21INV. 13.27 (E) INV. 13.26 (W) STORM SEWERYARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W)STORM SEWERMANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W)STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W)STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W)STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W)STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W)STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N) INV. 21.29 (W) INV. 19.71 (E)INV. 18.48 (S) STORM SEWER YARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W)STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W)INV. 15.79INV. 15.91INV. 15.83 Allegh e n y Drive STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S)STORM SEWERCURB INLETRIM 24.50 (EOP)INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP)INV. 13.76 (E)STORM SEWERMANHOLERIM BURIED STORM SEWERMANHOLERIM 23.84INV. 13.35 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S)STORM SEWERYARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W) INV. 19.41 (S) STORM SEWERYARD INLETRIM 27.00INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33INV. 20.17INV. 20.99 INV. 20.37STORM SEWERYARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWER YARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N) INV. 9.74 (S)STORM SEWERMANHOLERIM 25.11INV. 6.52STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPRIP-RAPSTORM SEWERMANHOLERIM 22.71INV. 15.46 (E)INV. 14.39 (S)INV. 14.13 (W)STORM SEWERMANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWER YARD INLETRIM 20.75INV. 7.37 (E)STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N)INV. 17.22 (E)INV. 17.20 (S) STORM SEWER MANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWER YARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90INV. 23.08INV. 24.19RIP-RAPINV. 23.98 STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWERCURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W)RIP-RAPINV. 26.57 INV. 26.37INV. 26.36INV. 25.34INV. 25.07INV. 26.89 RIP-RAPINV. 26.34 STORM SEWER CURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWER CURB INLETEOP 3302INV. 30.71 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLET EOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWER YARD INLETRIM 37.90INV. 33.80 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S) INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W)STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W)STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S) INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWERCURB INLET EOP 38.96INV. 36.08 (E)INV. 35.90 (W) STORM SEWERMANHOLERIM 41.90INV. 38.91 (S) INV. 37.69 (E) INV. 37.47 (W) STORM SEWERMANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEWERMANHOLERIM 42.01INV. 37.67 (W)INV. 37.62 (S)INV. 37.47 (E) STORM SEWERCURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVED OVER)0 STORM SEWERCURB INLETEOP 30.68 INV.26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWERYARD INLETRIM 21.60 INV.13.28 (N) INV.13.29 (S) STORM SEWERMANHOLE RIM 22 . 3 6 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM19.46INV. 15.54 (S) STORM SEWER MANHOLE RIM 22.36 INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S) STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV.12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP) INV. 12.77 (N) INV. 12.75 (E) M STOPINFO. 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SIGNTELE.VAULTELEC.VAULTL\PL\PL\PL\PL\PL\PELEC.VAULTTELE.VAULTELEC.VAULT W\VENCLOSURE TELE.VAULTELEC.VAULTSIGNINFO.TELE.MHTELE.MHELEC.MH.L\PELEC.TRANS. INFO. SIGNELEC.TRANS.SIGNINFO. SIGNL\PL\PL\PSIGNINFO. ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVEGRAVEL DRIVE SPOIL SIGNSTOP SIGNBUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTFENCEFENCEFENCEWALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 05 KEY MAP SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 7 \ I L M B P 2 - 1 B - E - 2 0 0 . d w g Pl o t t e d b y : J i m m y W a g n e r Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 7 : 0 8 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 ALK RJW JDT ENGINEERING PLLC 8226CREEDMOORROAD, SUITE 201RALEIGH, NC27613T 919-522-0628NC LICENSE NO.P-0618 100% DESIGN 08/09/2024 ELECTRICAL LAYOUT PLAN (SHEET 1 OF 6) E-201 PROPOSED STREET LIGHT POLE WITH ONE ACORN LIGHT FIXTURE. # = TYPE OF FIXTURE. SEE FIXTURE SCHEDULE,SHEET E-307. PROPOSED STREET LIGHT POLE WITH TWO LIGHT FIXTURES. # = TYPE OF FIXTURE. SEE FIXTURE SCHEDULE, SHEET E-307. PROPOSED HEAVY DUTY H-20 TRAFFICRATED POWER HANDHOLE COMPLETEAND INSTALLED WITH ALL APPURTENANCES. P = POWER, C = COMM. PROPOSED UTILITY TRANSFORMER PROPOSED DUKE ENERGY SWITCH CABINET PROPOSED POLYMER CONCRETETIER 22 TRAFFIC RATED JUNCTION BOX PROPOSED CONDUIT CAP PROPOSED 1 WAY 2" SCHEDULE 40 PVC CONDUIT, CONCRETE ENCASED. UNLESSOTHERWISE NOTED ON PLAN SHEET. PROPOSED ELECTRICAL DUCT BANK. SCHEDULE 40 PVC, CONCRETE ENCASED. X=NUMBER OF CONDUITS IN DUCT, Y=DIAMETER OF CONDUITS IN INCHES. # # P C T S X-Y" LEGEND KEY NOTES 1 ADJUST UNIVERSAL DRIVER INSIDE LIGHT FIXTURE FROM 240V TO 277V. CIRCUITS INSTALLED IN PHASE 1A TO BE POWERED FROM NEW POWER PANEL(S)INSTALLED IN PHASE 1B. SEE DETAIL SHEETSE-301 THRU E-304. SEE SECURITY PLANS FOR CABLING TO SECURITY CAMERAS PROPOSED STREET LIGHT POLE WITHONE LIGHT FIXTURE. # = TYPE OF FIXTURE. SEE FIXTURE SCHEDULE, SHEET E-307. # Y" C 2 NOTES 1. SEE DETAIL SHEET E-308 FOR TYPICALLIGHT LOCATIONS 3 MA T C H L I N E S E E E - 2 0 2 MATCHLINE SEE E-203 1 ADDENDUM 1 8/23/24 1 1 1 1 1 1 1 1 1 1 MATCHLINE SEE E-206 1 1 1 1 1 1 1 1 1 1 1 1 1 1 X X X X X X L OT B LOT A TR AD EWI N D S D R I VE XX XX XX XX XX XX XX XX XX XX XX XX XX XX G G G G G TS TS TS TS TS C C EXISTINGWELL PUMP MAIN LOTENTRYPLAZA 1 3 3 3 P P P P R P PD D D B C C P D RPLW-1,3,54-4"C 4-4"C 4W4" 2"C 2"C SPARE RPLW-13,15,17 1 1/2"C 3"C 2-2 " C 2- 2" C 2- 2" C 2-2"C 1"C MDPW-55,57,59 MDPW-55, 57, 59 1 "C 2"C 1"C 2"C 2" C 1" C 1"C SPARE 1"CSPARE RPLW-1,3,5 2"C MDPW-28,30 4-4" C RPLW-20,22,24 2"C SPARE RPLW-20,22,24RPLW-26,28,30 4-4"C 4 - 4 " C RPLW-20,22,24 MPZM1 1-36 FOC-A1-36 FOC-B 1-36 FOC-C 1-12 FOC 4-4" C B B SPARE R R D D R C P P R4 R4 1" C 4W4"C C R4 4-4"C 2"C 2 "C 2"C 2"C RPLW-1,3,5 RPLW-1,3,5 RPLW-1,3,5 RPLW-1,3,5 2"CRPLW-1,3,5 2"C D R 2"C RPLW-13,15,17 RPLW-13,15,17 1"C A A 4-4" C 4-4" C A A RPLW-13,15,17 2" C 2" C A A A A C C E E D D RPLW-13,15,17R4 CRPLW-26,28,30 RPLW-20,22,24 2"C1-6 FOC 1"C 1"C 1 " C 1" C 1"C 1-6 STRAND FOC MPZW-9 RD-DIR.010 SEE WAYFINDING PLANS FOR POWER AND COMM. CONNECTIVITY TO SIGN DUCT SECTIONS: A B SECTION A-A POWER A B C D E F G H POWER COMM. A. SPARE B. SPARE C. SPARE D. SPARE E. SPARE F. SPARE G. SPARE H. SPARE SECTION B-B A B C D E F G H COMM.POWER SECTION C-C A B C D A. RPLW-13,15,17MDPW-18,20,22B. RPLW-1,3,5C. SPARE D. SPARE SECTION D-D POWER A B C D A. RPLW-13,15,17 MDPW-18,20,22 B. SPARE C. SPARED. SPARE SECTION E-E POWER A. RPLW-13,15,17 B. MDPW-18,20,22 A. SPARE B. SPARE C. SPARE D. 2-6 FOC E. MPZW-9 F. MDPW-28,30 G. RPLW-20,22,24H. MDPW-55,57,59 INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N) INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) STORM SEWER MANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E) INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N) INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALL STORM SEWERMANHOLERIM 24.51INV. 15.24 (NW)INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E) INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWERMANHOLERIM 24.21INV. 13.27 (E) INV. 13.26 (W) STORM SEWER YARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W) STORM SEWER MANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W) STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W) STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W) STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W) STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W) STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N)INV. 21.29 (W) INV. 19.71 (E)INV. 18.48 (S) STORM SEWER YARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W) STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W) INV. 15.79 INV. 15.91 INV. 15.83 Allegheny Drive STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S) STORM SEWERCURB INLETRIM 24.50 (EOP) INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP)INV. 13.76 (E) STORM SEWERMANHOLERIM BURIED STORM SEWER MANHOLERIM 23.84INV. 13.35 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S) STORM SEWER YARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W)INV. 19.41 (S) STORM SEWER YARD INLETRIM 27.00 INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33 INV. 20.17 INV. 20.99 INV. 20.37 STORM SEWER YARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWERYARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S) STORM SEWERMANHOLERIM 25.11INV. 6.52 STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPRIP-RAP STORM SEWERMANHOLERIM 22.71INV. 15.46 (E) INV. 14.39 (S)INV. 14.13 (W)STORM SEWERMANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWERYARD INLETRIM 20.75INV. 7.37 (E) STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N) INV. 17.22 (E)INV. 17.20 (S) STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89 STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90 INV. 23.08 INV. 24.19RIP-RAPINV. 23.98 STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWER CURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W) RIP-RAPINV. 26.57 INV. 26.37 INV. 26.36 INV. 25.34 INV. 25.07 INV. 26.89 RIP-RAPINV. 26.34 STORM SEWER CURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWERCURB INLETEOP 3302INV. 30.71 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWER YARD INLETRIM 37.90INV. 33.80 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S)INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S) INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWERCURB INLETEOP 38.96INV. 36.08 (E) INV. 35.90 (W) STORM SEWERMANHOLERIM 41.90INV. 38.91 ( S) INV. 37.69 (E) INV. 37.47 (W) STORM SEWERMANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEWERMANHOLERIM 42.01INV. 37.67 (W)INV. 37.62 (S)INV. 37.47 (E) STORM SEWERCURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVED OVER)0 STORM SEWERCURB INLETEOP 30.68 INV.26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWERYARD INLETRIM 21.60 INV.13.28 (N) INV.13.29 (S) STORM SEWER MANHOLE RIM 22.36 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM19.46INV. 15.54 (S) STORM SEWER MANHOLE RIM 22.36 INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S) STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV.12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP) INV. 12.77 (N) INV. 12.75 (E) M STOP INFO. SIGN INFO. SIGN LIMIT SIGNSPEED SIGNPARKING SIGNPARKING LIMIT SIGNSPEED INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNSIGNSTREET B-9BORE B-7BORE B-2BOREB-6BORE B-4BORE INFO. SIGN EXIT SIGN LIMIT SIGNSPEEDSIGNH\C SIGNH\C SIGNH\CINFO. SIGN INFO. SIGNINFO. SIGN LIMIT SIGNSPEED INFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGNSTOPSIGN STOP SIGN SIGNSTREETSIGNYIELDSIGNYIELDSIGNINFO.SIGNSTREETSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNYIELDSIGNINFO. SIGNILM SIGNINFO.LIGHT POLETRAFFIC PED.TRAFFICSIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN SIGNPARKING INFO. SIGN LIMIT SIGNSPEED SIGNSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGN INFO.SIGNINFO.SIGNSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING STOPSIGNPARKINGSIGNPARKINGSIGNPARKINGINFO.SIGNSIGNH\CSIGNH\C INFO. SIGN SIGNINFO. INFO. SIGN SIGN INFO. SIGN SIGNINFO.L\PL\PL\P L\P P\P P\PP\PP\PP\PP\PP\PP\PG\WG\WG\WG\W G\WG\WG\WG\WG\WSTOPELEC.VAULT INFO. SIGN INFO. SIGN LIMIT SIGNSPEED SIGNPARKING SIGNPARKING LIMIT SIGNSPEED INFO. SIGN INFO. SIGNELEC.VAULT INFO. SIGN INFO. SIGNSIGNSTREETELEC.BOXB-9BORE B-7BORE SWITCHCABINET B-2BOREB-6BOREAT&TVAULT B-4BORE INFO. SIGN OVERHEAD LINEEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT 5' SIDEWALK EXIT SIGNPED.BELLSOUTH CONCRETEMARKER LIMIT SIGNSPEEDPEDESTAL AT&TPEDESTAL ELEC. CONDUIT BLOCKFOOTER CONC.HEADWALL CONC.HEADWALLCONC.HEADWALLCONC.FLUME GRAVELPARKING CONSTRUCTIONTRAILERSIGNH\C SIGNH\C SIGNH\CL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\P L\P L\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\P L\P L\PL\PL\PL\PL\P L\PL\PINFO. SIGN INFO. SIGNINFO. SIGN LIMIT SIGNSPEEDL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\P L\P L\PL\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\P L\P L\P L\PL\PL\PAT&TPEDESTALL\PP\PL\PINFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN L\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PINFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGNL\PSTOP SIGNSTOP SIGNTELE.PED.ELEC.MH.TELE.MHELEC.MH. ELEC.MH.ELEC.MH.ELEC.MH.ELEC.MH. TELE.MHTELE.MH TELE.MH TELE.MH TELE.MHTELE.PED.FIBERVAULTELEC.VAULT STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGNSTOPSIGN STOP SIGN SIGNSTREETSIGNYIELDPANELELEC.SIGNYIELDSIGNINFO.SIGNSTREETSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\PL\P SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNYIELDVALVESEWERSIGNINFO.SIGNVAULT ELEC.PED.ELEC.METERSIGNILM SIGNINFO.VAULTFIBERLIGHT POLETRAFFIC VAULTFIBERVAULTSIGNALMARKERFIBERELEC.METERVAULTFIBERPED.TRAFFICSIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN L\PVAULTELEC. EDGE OF PAVEMENT EDGE OF PAVEMENT SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\P ELEC.VAULT SIGNPARKING EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTELEC.VAULT ELEC.VAULTINFO. SIGN LIMIT SIGNSPEED SIGNELEC.PANELSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED. ELEC.PED.SIGNINFO. SIGN INFO.SIGNELEC.PED.INFO.SIGN TICKETBOOTH ELEC.PED.ELEC.VAULTSIGNPARKINGL\PSIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGL\PSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGELEC.PED.ELEC.PANELINFO.SIGNSIGNH\CSIGNH\C EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTDUCTVAULT FAAMARKER GENERATORPADBACK FLOWPREVENTER WATERMETEREDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT INFO. SIGN TELE.VAULT ELEC.VAULTL\PL\PL\PL\PL\PL\PELEC.VAULT TELE.VAULTELEC.VAULTW\VENCLOSURE TELE.VAULTELEC.VAULT SIGNINFO. TELE.MH TELE.MHELEC.MH.L\PELEC.TRANS. INFO. SIGNELEC.TRANS. SIGN INFO. SIGNL\PL\PL\PSIGNINFO.ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVEGRAVEL DRIVE SPOIL SIGN STOP SIGN BUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT FENCE FENCE FENCE WALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 05 KEY MAP SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : c : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 7 \ I L M B P 2 - 1 B - E - 2 0 0 . d w g Pl o t t e d b y : J i m m y W a g n e r Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 6 : 5 6 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 ALK RJW JDT ENGINEERING PLLC 8226CREEDMOORROAD, SUITE 201RALEIGH, NC27613T 919-522-0628NC LICENSE NO.P-0618 100% DESIGN 08/09/2024 NORTH ELECTRICAL LAYOUT PLAN (SHEET 2 OF 6) E-202 PROPOSED STREET LIGHT POLE WITH ONE ACORN LIGHT FIXTURE. # = TYPE OF FIXTURE. SEE FIXTURE SCHEDULE, SHEET E-307. PROPOSED STREET LIGHT POLE WITHTWO LIGHT FIXTURES. # = TYPE OF FIXTURE. SEE FIXTURE SCHEDULE, SHEET E-307. PROPOSED HEAVY DUTY H-20 TRAFFICRATED POWER HANDHOLE COMPLETEAND INSTALLED WITH ALLAPPURTENANCES. P = POWER, C = COMM. PROPOSED UTILITY TRANSFORMER PROPOSED DUKE ENERGY SWITCH CABINET PROPOSED POLYMER CONCRETETIER 22 TRAFFIC RATED JUNCTIONBOX PROPOSED CONDUIT CAP PROPOSED 1 WAY 2" SCHEDULE 40 PVC CONDUIT, CONCRETE ENCASED. UNLESS OTHERWISE NOTED ON PLAN SHEET. PROPOSED ELECTRICAL DUCT BANK. SCHEDULE 40 PVC, CONCRETE ENCASED. X=NUMBER OF CONDUITS IN DUCT, Y=DIAMETER OF CONDUITS IN INCHES. # # P C T S X-Y" LEGEND KEY NOTES 1 ADJUST UNIVERSAL DRIVER INSIDE LIGHT FIXTURE FROM 240V TO 277V. CIRCUITS INSTALLED IN PHASE 1A TO BE POWERED FROM NEW POWER PANEL(S)INSTALLED IN PHASE 1B. SEE DETAIL SHEETSE-301 THRU E-304. SEE SECURITY PLANS FOR CABLING TO SECURITY CAMERAS PROPOSED STREET LIGHT POLE WITHONE LIGHT FIXTURE. # = TYPE OFFIXTURE. SEE FIXTURE SCHEDULE, SHEET E-307. # Y" C 2 NOTES 1. SEE DETAIL SHEET E-308 FOR TYPICALLIGHT LOCATIONS 3 MA T C H L I N E S E E E - 2 0 1 MATCHLINE SEE E-204 1 1 1 ADDENDUM 1 8/23/24 1 1 1 1 111 1 1 1 A I R P O R T B L V D LOT F H E W LETT D RIV E XX XX XX SIG NPAR K I NG INFO. SI G N STOP SIGN XX OH OH OH OH OH OH OH OH O H OH OH O H OH O H EP EP C P P NEW 480/277V, 3-PHASE DUKE ENERGYTRANSFORMER INSTALL NEW ELECTRICAL RACK,WITH NEW HEAVY DUTYDISCONNECT, 480/277V, 3-PHASE,MAIN DISTRIBUTION PANEL NORTH (MDPN), PANEL RPLN, AND NEW MINI POWER-ZONE. SEE DETAIL SHEET E-305. COORDINATE WITH DUKE ENERGY MAIN LOT ENTRY PLAZA 2, SEE SHEET E-314 FOR SITE PLAN BUSSTOP 2 SEE DETAIL A,THIS SHEET FOR LOCATION OF LIGHT POLE 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 3 A A D A D A D A A A D DDD T C C P P 1" C 1" C 4 - 4 " C 4-4"C 4-4"C 1"C 1" C 1" C 1" C 1" C 1" C 1"C 1"C 1" C 1" C 1" C 1"C 1" C 1" C 1 " C 1" C 1 "C 2"C 1"C 1"C 1"C 1"C RPLW-20,22,24 RPLW-26,28,30 RPLW-20,22,24 RPLW-20,22,24 RPLW-20,22,24 SPARE RPLW-26,28,30 RPLW-26,28,30 SPARE RPLW-26,28,30 RPLN-13,15,17 RPLN-7,9,11 RPLN-13,15,17 RPLN-7,9,11 RPLN-7,9,11 RPLN-13,15,17 2-4" HDPE D.D. 4 -4 "C 4-4"C 4-4"C INSTALL NEW 15KVA MINI POWER-ZONE (MPZF2) AT EXISTINGELECTRICAL RACK BYLOT F EXIT PLAZA 1-6 STRAND FOC SPARE RPLN-7,9,11 RPLN-7,9,11 RPLN-7,9,11 2-4"C MPZM2 1-6 STRAND FOC A A B B B B B B D D DD SPARE C C CC D 1"C 1" C 1 " C PROTECT EXISTING DUKE ENERGY IN PLACE PROTECT EXISTING DUKE ENERGY IN PLACE A A A A A A P A D P 4-2" CRPLW-41,43RPLW-45,47 4-2" C RPLW-41,43 RPLW-45,47 4-2" C RPLW-41,43 RPLW-45,47 MDPN-16,18 MDPN-16,18 1 - 1" C RPLW - 41, 43 1 - 1" C RPLW - 41, 43 RPLW-41,43RPLW-45,47MDPN-16,18 1-1" CRPLW-41,43 RPLW-26,28,30 1 " C A B C D SECTION A-A COMM. A. 1-12 FOC 1-36 FOC-A B. 1-36 FOC-B 1-6 FOC C. 1-36 FOC-C D. SPARE A B C D SECTION B-B POWER A. SPARE B. RPLN-7,9,11 RPLN-13,15,17 C. MDPN-19,21 D. MDPN-1,3,5 MDPN-15,17 C D SECTION C-C EXISTINGDUCT A. RPLN-7,9,11RPLN-13,15,17B. MDPN-7,9MDPN-19,21C. SPARED. MDPN-1,3,5MDPN-15,17 A B DIRECTIONALDRILL DUCT SECTIONS: SECTION D-D SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : c : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 7 \ I L M B P 2 - 1 B - E - 2 0 0 . d w g Pl o t t e d b y : J i m m y W a g n e r Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 6 : 5 6 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 ALK RJW JDT ENGINEERING PLLC 8226CREEDMOORROAD, SUITE 201RALEIGH, NC27613T 919-522-0628NC LICENSE NO.P-0618 100% DESIGN 08/09/2024 NORTH INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N) INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) STORM SEWER MANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E) INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N) INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALL STORM SEWERMANHOLERIM 24.51INV. 15.24 (NW)INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E) INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWERMANHOLERIM 24.21INV. 13.27 (E) INV. 13.26 (W) STORM SEWER YARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W) STORM SEWER MANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W) STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W) STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W) STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W) STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W) STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N)INV. 21.29 (W) INV. 19.71 (E)INV. 18.48 (S) STORM SEWER YARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W) STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W) INV. 15.79 INV. 15.91 INV. 15.83 Allegheny Drive STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S) STORM SEWERCURB INLETRIM 24.50 (EOP) INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP)INV. 13.76 (E) STORM SEWERMANHOLERIM BURIED STORM SEWER MANHOLERIM 23.84INV. 13.35 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S) STORM SEWER YARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W)INV. 19.41 (S) STORM SEWER YARD INLETRIM 27.00 INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33 INV. 20.17 INV. 20.99 INV. 20.37 STORM SEWER YARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWERYARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S) STORM SEWERMANHOLERIM 25.11INV. 6.52 STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPRIP-RAP STORM SEWERMANHOLERIM 22.71INV. 15.46 (E) INV. 14.39 (S)INV. 14.13 (W)STORM SEWERMANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWERYARD INLETRIM 20.75INV. 7.37 (E) STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N) INV. 17.22 (E)INV. 17.20 (S) STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89 STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90 INV. 23.08 INV. 24.19RIP-RAPINV. 23.98 STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWER CURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W) RIP-RAPINV. 26.57 INV. 26.37 INV. 26.36 INV. 25.34 INV. 25.07 INV. 26.89 RIP-RAPINV. 26.34 STORM SEWER CURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWERCURB INLETEOP 3302INV. 30.71 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWER YARD INLETRIM 37.90INV. 33.80 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S)INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S) INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWERCURB INLETEOP 38.96INV. 36.08 (E) INV. 35.90 (W) STORM SEWERMANHOLERIM 41.90INV. 38.91 ( S) INV. 37.69 (E) INV. 37.47 (W) STORM SEWERMANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEWERMANHOLERIM 42.01INV. 37.67 (W)INV. 37.62 (S)INV. 37.47 (E) STORM SEWERCURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVED OVER)0 STORM SEWERCURB INLETEOP 30.68 INV.26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWERYARD INLETRIM 21.60 INV.13.28 (N) INV.13.29 (S) STORM SEWER MANHOLE RIM 22.36 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM19.46INV. 15.54 (S) STORM SEWER MANHOLE RIM 22.36 INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S) STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV.12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP) INV. 12.77 (N) INV. 12.75 (E) M STOP INFO. SIGN INFO. SIGN LIMIT SIGNSPEED SIGNPARKING SIGNPARKING LIMIT SIGNSPEED INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNSIGNSTREET B-9BORE B-7BORE B-2BOREB-6BORE B-4BORE INFO. SIGN EXIT SIGN LIMIT SIGNSPEEDSIGNH\C SIGNH\C SIGNH\CINFO. SIGN INFO. SIGNINFO. SIGN LIMIT SIGNSPEED INFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGNSTOPSIGN STOP SIGN SIGNSTREETSIGNYIELDSIGNYIELDSIGNINFO.SIGNSTREETSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNYIELDSIGNINFO. SIGNILM SIGNINFO.LIGHT POLETRAFFIC PED.TRAFFICSIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN SIGNPARKING INFO. SIGN LIMIT SIGNSPEED SIGNSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGN INFO.SIGNINFO.SIGNSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING STOPSIGNPARKINGSIGNPARKINGSIGNPARKINGINFO.SIGNSIGNH\CSIGNH\C INFO. SIGN SIGNINFO. INFO. SIGN SIGN INFO. SIGN SIGNINFO.L\PL\PL\P L\P P\P P\PP\PP\PP\PP\PP\PP\PG\WG\WG\WG\W G\WG\WG\WG\WG\WSTOPELEC.VAULT INFO. SIGN INFO. SIGN LIMIT SIGNSPEED SIGNPARKING SIGNPARKING LIMIT SIGNSPEED INFO. SIGN INFO. SIGNELEC.VAULT INFO. SIGN INFO. SIGNSIGNSTREETELEC.BOXB-9BORE B-7BORE SWITCHCABINET B-2BOREB-6BOREAT&TVAULT B-4BORE INFO. SIGN OVERHEAD LINEEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT 5' SIDEWALK EXIT SIGNPED.BELLSOUTH CONCRETEMARKER LIMIT SIGNSPEEDPEDESTAL AT&TPEDESTAL ELEC. CONDUIT BLOCKFOOTER CONC.HEADWALL CONC.HEADWALLCONC.HEADWALLCONC.FLUME GRAVELPARKING CONSTRUCTIONTRAILERSIGNH\C SIGNH\C SIGNH\CL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\P L\P L\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\P L\P L\PL\PL\PL\PL\P L\PL\PINFO. SIGN INFO. SIGNINFO. SIGN LIMIT SIGNSPEEDL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\P L\P L\PL\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\P L\P L\P L\PL\PL\PAT&TPEDESTALL\PP\PL\PINFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN L\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PINFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGNL\PSTOP SIGNSTOP SIGNTELE.PED.ELEC.MH.TELE.MHELEC.MH. ELEC.MH.ELEC.MH.ELEC.MH.ELEC.MH. TELE.MHTELE.MH TELE.MH TELE.MH TELE.MHTELE.PED.FIBERVAULTELEC.VAULT STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGNSTOPSIGN STOP SIGN SIGNSTREETSIGNYIELDPANELELEC.SIGNYIELDSIGNINFO.SIGNSTREETSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\PL\P SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNYIELDVALVESEWERSIGNINFO.SIGNVAULT ELEC.PED.ELEC.METERSIGNILM SIGNINFO.VAULTFIBERLIGHT POLETRAFFIC VAULTFIBERVAULTSIGNALMARKERFIBERELEC.METERVAULTFIBERPED.TRAFFICSIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN L\PVAULTELEC. EDGE OF PAVEMENT EDGE OF PAVEMENT SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\P ELEC.VAULT SIGNPARKING EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTELEC.VAULT ELEC.VAULTINFO. SIGN LIMIT SIGNSPEED SIGNELEC.PANELSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED. ELEC.PED.SIGNINFO. SIGN INFO.SIGNELEC.PED.INFO.SIGN TICKETBOOTH ELEC.PED.ELEC.VAULTSIGNPARKINGL\PSIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGL\PSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGELEC.PED.ELEC.PANELINFO.SIGNSIGNH\CSIGNH\C EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTDUCTVAULT FAAMARKER GENERATORPADBACK FLOWPREVENTER WATERMETEREDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT INFO. SIGN TELE.VAULT ELEC.VAULTL\PL\PL\PL\PL\PL\PELEC.VAULT TELE.VAULTELEC.VAULTW\VENCLOSURE TELE.VAULTELEC.VAULT SIGNINFO. TELE.MH TELE.MHELEC.MH.L\PELEC.TRANS. INFO. SIGNELEC.TRANS. SIGN INFO. SIGNL\PL\PL\PSIGNINFO.ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVEGRAVEL DRIVE SPOIL SIGN STOP SIGN BUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT FENCE FENCE FENCE WALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 05 KEY MAP ELECTRICAL LAYOUT PLAN (SHEET 3 OF 6) E-203 PROPOSED STREET LIGHT POLE WITH ONE ACORN LIGHT FIXTURE. # = TYPE OF FIXTURE. SEE FIXTURE SCHEDULE, SHEET E-307. PROPOSED STREET LIGHT POLE WITHTWO LIGHT FIXTURES. # = TYPE OF FIXTURE. SEE FIXTURE SCHEDULE, SHEET E-307. PROPOSED HEAVY DUTY H-20 TRAFFICRATED POWER HANDHOLE COMPLETEAND INSTALLED WITH ALLAPPURTENANCES. P = POWER, C = COMM. PROPOSED UTILITY TRANSFORMER PROPOSED DUKE ENERGY SWITCH CABINET PROPOSED POLYMER CONCRETETIER 22 TRAFFIC RATED JUNCTIONBOX PROPOSED CONDUIT CAP PROPOSED 1 WAY 2" SCHEDULE 40 PVC CONDUIT, CONCRETE ENCASED. UNLESS OTHERWISE NOTED ON PLAN SHEET. PROPOSED ELECTRICAL DUCT BANK. SCHEDULE 40 PVC, CONCRETE ENCASED. X=NUMBER OF CONDUITS IN DUCT, Y=DIAMETER OF CONDUITS IN INCHES. # # P C T S X-Y" LEGEND KEY NOTES 1 ADJUST UNIVERSAL DRIVER INSIDE LIGHT FIXTURE FROM 240V TO 277V. CIRCUITS INSTALLED IN PHASE 1A TO BE POWERED FROM NEW POWER PANEL(S)INSTALLED IN PHASE 1B. SEE DETAIL SHEETSE-301 THRU E-304. SEE SECURITY PLANS FOR CABLING TO SECURITY CAMERAS PROPOSED STREET LIGHT POLE WITHONE LIGHT FIXTURE. # = TYPE OFFIXTURE. SEE FIXTURE SCHEDULE, SHEET E-307. # Y" C 2 NOTES 1. SEE DETAIL SHEET E-308 FOR TYPICALLIGHT LOCATIONS 3 MA T C H L I N E S E E E - 2 0 4 MATCHLINE SEE E-201 MATCHLINE SEE E-205 1 ADDENDUM 1 8/23/24 1 PARKING LOTLANDSCAPINGISLAND. FINISHEDASPHALTPAVEMENT FINISHEDASPHALTPAVEMENT DRAINAGEPIPE. SEECIVIL PLANS. DRAINAGESTRUCTURE.SEE CIVILPLANS. PARKINGLOT LIGHTPOLE ANDFOUNDATION. ALIGN CENTER OFPARKING LOT LIGHT POLEAND FOUNDATION WITHPOINT OF TANGENCY (PT)OF LANDSCAPING ISLAND PTPT DETAIL 'A'1 E-203 SCALE: NTS 1 1 1 1 X X X X X X X X X INFO. SIGN LOT D LOT C AIRPORT BOUL EVARD TER M INA L INFO. SIGN SIGNPARKING XX T GE N P D G G G G G TS TS TS TS TS P GE N TC D T C C G G G BUS STOP 1 R P P C D C C D D B CA D D A D P CP C P C RPLW-13,15,17 RPLW-13,15,17 RPLW-13,15,17 RPLW-13,15,17 RPLW-13,15,17 RPLW-13,15,17 RPLW-13,15,17 1 "C RPLW-20,22,24 PROTECT EXISTING DUKE ANDAT&T MANHOLES/ DUCTS IN PLACE 1 1/2"C 1 1/2"C 2- 2" C 2-2 "C 1W2" D .B. 6 STRANDSINGLE MODE FOC 6 STRAND SINGLE MODE FOC FOR COVERED WALKWAYCOMM. TO TERMINAL BUILDING MDPW-18,20,22 PROPOSED TEMPORARY COVERED WALKWAY PROTECT EXISTING COMM. LINE IN PLACE TO ILM TERMINAL BUILDING MANAGEMENTROOM. FIELD VERIFYEXACT ROUTING NEW TRANSFORMER, POWERPANEL AND COMM ENCLOSURE FOR TEMPORARY COVERED WALKWAY. SEE SHEETS ES161 AND EP661 1"C 1" C 1"C 1" C 4-4 "C 1" C 1 " C 1" C 1" C1" C 1"C 1"C 1" C 1"C 1" C 1"C 1" C 1" C 1"C 1"C 1"C 1" C 1"C 1"C 1"C 1" C 1"C 1"C 1"C 1"C 1" C 1"C 1" C 1 " C RPLW-20,22,24 RPLW-20,22,24 RPLW-26,28,30 RPLW-20,22,24 RPLW-20,22,24 RPLW-20,22,24 SPARE SPARE SPARE RPLW-26,28,30 RPLW-26,28,30 RPLW-26,28,30 RPLN-7,9,11 RPLN-13,15,17 RPLN-7,9,11 RPLW-20,22,24 RPLN-7,9,11 RPLN-7,9,11 RPLN-13,15,17 RPLN-7,9,11 RPLN-7,9,11 4-4"C 4-4"C 4-4"C 4-4"C 4-4 "C 4 - 4 " C RPLW-26,28,30 RPLN-7,9,11 4-4"C4-4"C 2-36 FOC-A 2-36 FOC-B 2-36 FOC-C 2-12 FOC 1-36 FOC-A 1-36 FOC-B 1-36 FOC-C 1-12 FOC B B CC CC CC 4-4"C A A DD SECTION E-E F F G G H H I I J J SPARE K K K K CCC L B L P B P B 1 " C 1"C 1"C RPLN-7,9,11 6-4 "C 6- 4 " C 2 " C 2"C 2" C 2" C 2"C 2"C C P RPLW-13,15,17 P 2" C 2" C RPLW-13,15,17 RPLW-13,15,17 2" C 2"C 1 1/2"C RPLW-20,22,24 RPLW-20,22,24 1 1/2" CRPLW-13,15,17 RPLW-13,15,17 RPLW-13,15,17 RPLW-13,15,17 RPLW-13,15,17RPLW-13,15,17 RPLW-13,15,17 A A C B B B P C C C C D B D SPARE RPLW-20,22,24 RPLW-20,22,24 1"C RPLN-7,9,11 RPLN-13,15,17 SPARE A B C D E F G H POWER COMM. A. SPARE B. SPARE C. SPARE D. MDPN-1,3,5 E. 1-12 FOC F. 1-36 FOC-A G. 1-36 FOC-B H. 1-36 FOC-C SECTION A-A A B C D E F G H POWER COMM. A. SPARE B. SPARE C. SPARE D. SPARE E. SPARE F. SPARE G. SPARE H. SPARE SECTION B-B A B C D SECTION D-D POWER A. SPAREB. SPARE C. SPARE D. MDPN-1,3,5 MDPN-15,17 A B C D SECTION E-E COMM. A B C D SECTION F-F POWER A. SPARE B. RPLN-7,9,11 RPLN-13,15,17 C. MDPN-19,21 D. MDPN-1,3,5 MDPN-15,17 A B C D SECTION G-G POWER A. SPAREB. RPLN-7,9,11RPLN-13,15,17C. SPARED. SPARE A B C D SECTION H-H POWER A. SPARE B. RPLN-7,9,11 C. SPARED. SPARE A B C D SECTION I-I POWER A. SPARE B. SPARE C. SPARE D. SPARE A B C D SECTION J-J POWER A. SPARE B. SPARE C. MDPN-19,21 D. SPARE A B SECTION K-K POWER A. RPLW-13,15,17 B. MDPW-18,20,22 DUCT SECTIONS: A B D E C F SECTION C-C COMM. A. SPARE B. SPARE C. 1-36 FOC-AD. 1-36 FOC-BE. 1-36 FOC-CF. 1-12 FOC A. 1-12 FOC 1-36 FOC-A B. 1-36 FOC-B1-6 FOCC. 1-36 FOC-C D. SPARE SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : c : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 7 \ I L M B P 2 - 1 B - E - 2 0 0 . d w g Pl o t t e d b y : J i m m y W a g n e r Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 6 : 5 6 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 ALK RJW JDT ENGINEERING PLLC 8226CREEDMOORROAD, SUITE 201RALEIGH, NC27613T 919-522-0628NC LICENSE NO.P-0618 100% DESIGN 08/09/2024 NORTH INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N) INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) STORM SEWER MANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E) INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N) INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALL STORM SEWERMANHOLERIM 24.51INV. 15.24 (NW)INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E) INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWERMANHOLERIM 24.21INV. 13.27 (E) INV. 13.26 (W) STORM SEWER YARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W) STORM SEWER MANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W) STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W) STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W) STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W) STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W) STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N)INV. 21.29 (W) INV. 19.71 (E)INV. 18.48 (S) STORM SEWER YARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W) STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W) INV. 15.79 INV. 15.91 INV. 15.83 Allegheny Drive STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S) STORM SEWERCURB INLETRIM 24.50 (EOP) INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP)INV. 13.76 (E) STORM SEWERMANHOLERIM BURIED STORM SEWER MANHOLERIM 23.84INV. 13.35 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S) STORM SEWER YARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W)INV. 19.41 (S) STORM SEWER YARD INLETRIM 27.00 INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33 INV. 20.17 INV. 20.99 INV. 20.37 STORM SEWER YARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWERYARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S) STORM SEWERMANHOLERIM 25.11INV. 6.52 STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPRIP-RAP STORM SEWERMANHOLERIM 22.71INV. 15.46 (E) INV. 14.39 (S)INV. 14.13 (W)STORM SEWERMANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWERYARD INLETRIM 20.75INV. 7.37 (E) STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N) INV. 17.22 (E)INV. 17.20 (S) STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89 STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90 INV. 23.08 INV. 24.19RIP-RAPINV. 23.98 STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWER CURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W) RIP-RAPINV. 26.57 INV. 26.37 INV. 26.36 INV. 25.34 INV. 25.07 INV. 26.89 RIP-RAPINV. 26.34 STORM SEWER CURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWERCURB INLETEOP 3302INV. 30.71 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWER YARD INLETRIM 37.90INV. 33.80 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S)INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S) INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWERCURB INLETEOP 38.96INV. 36.08 (E) INV. 35.90 (W) STORM SEWERMANHOLERIM 41.90INV. 38.91 ( S) INV. 37.69 (E) INV. 37.47 (W) STORM SEWERMANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEWERMANHOLERIM 42.01INV. 37.67 (W)INV. 37.62 (S)INV. 37.47 (E) STORM SEWERCURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVED OVER)0 STORM SEWERCURB INLETEOP 30.68 INV.26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWERYARD INLETRIM 21.60 INV.13.28 (N) INV.13.29 (S) STORM SEWER MANHOLE RIM 22.36 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM19.46INV. 15.54 (S) STORM SEWER MANHOLE RIM 22.36 INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S) STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV.12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP) INV. 12.77 (N) INV. 12.75 (E) M STOP INFO. SIGN INFO. SIGN LIMIT SIGNSPEED SIGNPARKING SIGNPARKING LIMIT SIGNSPEED INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNSIGNSTREET B-9BORE B-7BORE B-2BOREB-6BORE B-4BORE INFO. SIGN EXIT SIGN LIMIT SIGNSPEEDSIGNH\C SIGNH\C SIGNH\CINFO. SIGN INFO. SIGNINFO. SIGN LIMIT SIGNSPEED INFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGNSTOPSIGN STOP SIGN SIGNSTREETSIGNYIELDSIGNYIELDSIGNINFO.SIGNSTREETSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNYIELDSIGNINFO. SIGNILM SIGNINFO.LIGHT POLETRAFFIC PED.TRAFFICSIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN SIGNPARKING INFO. SIGN LIMIT SIGNSPEED SIGNSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGN INFO.SIGNINFO.SIGNSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING STOPSIGNPARKINGSIGNPARKINGSIGNPARKINGINFO.SIGNSIGNH\CSIGNH\C INFO. SIGN SIGNINFO. INFO. SIGN SIGN INFO. SIGN SIGNINFO.L\PL\PL\P L\P P\P P\PP\PP\PP\PP\PP\PP\PG\WG\WG\WG\W G\WG\WG\WG\WG\WSTOPELEC.VAULT INFO. SIGN INFO. SIGN LIMIT SIGNSPEED SIGNPARKING SIGNPARKING LIMIT SIGNSPEED INFO. SIGN INFO. SIGNELEC.VAULT INFO. SIGN INFO. SIGNSIGNSTREETELEC.BOXB-9BORE B-7BORE SWITCHCABINET B-2BOREB-6BOREAT&TVAULT B-4BORE INFO. SIGN OVERHEAD LINEEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT 5' SIDEWALK EXIT SIGNPED.BELLSOUTH CONCRETEMARKER LIMIT SIGNSPEEDPEDESTAL AT&TPEDESTAL ELEC. CONDUIT BLOCKFOOTER CONC.HEADWALL CONC.HEADWALLCONC.HEADWALLCONC.FLUME GRAVELPARKING CONSTRUCTIONTRAILERSIGNH\C SIGNH\C SIGNH\CL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\P L\P L\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\P L\P L\PL\PL\PL\PL\P L\PL\PINFO. SIGN INFO. SIGNINFO. SIGN LIMIT SIGNSPEEDL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\P L\P L\PL\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\P L\P L\P L\PL\PL\PAT&TPEDESTALL\PP\PL\PINFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN L\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PINFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGNL\PSTOP SIGNSTOP SIGNTELE.PED.ELEC.MH.TELE.MHELEC.MH. ELEC.MH.ELEC.MH.ELEC.MH.ELEC.MH. TELE.MHTELE.MH TELE.MH TELE.MH TELE.MHTELE.PED.FIBERVAULTELEC.VAULT STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGNSTOPSIGN STOP SIGN SIGNSTREETSIGNYIELDPANELELEC.SIGNYIELDSIGNINFO.SIGNSTREETSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\PL\P SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNYIELDVALVESEWERSIGNINFO.SIGNVAULT ELEC.PED.ELEC.METERSIGNILM SIGNINFO.VAULTFIBERLIGHT POLETRAFFIC VAULTFIBERVAULTSIGNALMARKERFIBERELEC.METERVAULTFIBERPED.TRAFFICSIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN L\PVAULTELEC. EDGE OF PAVEMENT EDGE OF PAVEMENT SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\P ELEC.VAULT SIGNPARKING EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTELEC.VAULT ELEC.VAULTINFO. SIGN LIMIT SIGNSPEED SIGNELEC.PANELSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED. ELEC.PED.SIGNINFO. SIGN INFO.SIGNELEC.PED.INFO.SIGN TICKETBOOTH ELEC.PED.ELEC.VAULTSIGNPARKINGL\PSIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGL\PSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGELEC.PED.ELEC.PANELINFO.SIGNSIGNH\CSIGNH\C EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTDUCTVAULT FAAMARKER GENERATORPADBACK FLOWPREVENTER WATERMETEREDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT INFO. SIGN TELE.VAULT ELEC.VAULTL\PL\PL\PL\PL\PL\PELEC.VAULT TELE.VAULTELEC.VAULTW\VENCLOSURE TELE.VAULTELEC.VAULT SIGNINFO. TELE.MH TELE.MHELEC.MH.L\PELEC.TRANS. INFO. SIGNELEC.TRANS. SIGN INFO. SIGNL\PL\PL\PSIGNINFO.ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVEGRAVEL DRIVE SPOIL SIGN STOP SIGN BUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT FENCE FENCE FENCE WALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 05 KEY MAP ELECTRICAL LAYOUT PLAN (SHEET 4 OF 6) E-204 PROPOSED STREET LIGHT POLE WITH ONE ACORN LIGHT FIXTURE. # = TYPE OF FIXTURE. SEE FIXTURE SCHEDULE, SHEET E-307. PROPOSED STREET LIGHT POLE WITHTWO LIGHT FIXTURES. # = TYPE OF FIXTURE. SEE FIXTURE SCHEDULE, SHEET E-307. PROPOSED HEAVY DUTY H-20 TRAFFICRATED POWER HANDHOLE COMPLETEAND INSTALLED WITH ALLAPPURTENANCES. P = POWER, C = COMM. PROPOSED UTILITY TRANSFORMER PROPOSED DUKE ENERGY SWITCH CABINET PROPOSED POLYMER CONCRETETIER 22 TRAFFIC RATED JUNCTIONBOX PROPOSED CONDUIT CAP PROPOSED 1 WAY 2" SCHEDULE 40 PVC CONDUIT, CONCRETE ENCASED. UNLESS OTHERWISE NOTED ON PLAN SHEET. PROPOSED ELECTRICAL DUCT BANK. SCHEDULE 40 PVC, CONCRETE ENCASED. X=NUMBER OF CONDUITS IN DUCT, Y=DIAMETER OF CONDUITS IN INCHES. # # P C T S X-Y" LEGEND KEY NOTES 1 ADJUST UNIVERSAL DRIVER INSIDE LIGHT FIXTURE FROM 240V TO 277V. CIRCUITS INSTALLED IN PHASE 1A TO BE POWERED FROM NEW POWER PANEL(S)INSTALLED IN PHASE 1B. SEE DETAIL SHEETSE-301 THRU E-304. SEE SECURITY PLANS FOR CABLING TO SECURITY CAMERAS PROPOSED STREET LIGHT POLE WITHONE LIGHT FIXTURE. # = TYPE OFFIXTURE. SEE FIXTURE SCHEDULE, SHEET E-307. # Y" C 2 NOTES 1. SEE DETAIL SHEET E-308 FOR TYPICALLIGHT LOCATIONS 3 MA T C H L I N E S E E E - 2 0 3 MATCHLINE SEE E-202 MATCHLINE SEE E-205 1 1 1 ADDENDUM 1 8/23/24 1 1 11 X X X X X LIM I T SIGN SPEED CONCRETE MAR K E R X X X X X X X X X X X X X X X X X SIGN STOP SIGN MH MH MH CON C R E TE WALK H\CSIGN CREWCAR X M O D E R N A V I A T I O N A C C E S S R O A D MO DE RN A V I A TI O N DRI V E W A Y A IRP ORT B OULE V A RD AR F F AC C ESS R OAD T E M P R D W Y MO D ER N AVI ATI O N PAR KI N G L O T LOT E AIRPORT BOULEVARD DOLAN DRIVE HE WLE TT D R I V E TRA SK DRI V E LIM I T SIGN SPEED INFO. SIGN STOP SIGN XXXXXXXXXXXXXXXX XX XX XX XX XXXXXXXXXXXX OH OH OH OH OH OH OH OH OH OH OH O H O H OH OH OH OH OH EP EP EP EP P P S P T CC C C EXIT PLAZA ADMINBUILDING 2 2 2 2 2 2 2 2 2 2 3 3 3 P C 2-2"C 3-6 STRAND FOC 3-6 STRAND FOC 4-4 "C4-4 "C 4-4"C 4-4"C 1-6 STRAND FOC 2-6 STRAND FOC 1-6 STRAND FOC 2-6 STRAND FOC 1-6 STRAND FOC A A B B CC 6-4 "C B R R R4 R4 R4 FR B 1 " C 1 " C RPLN-13,15,17 1"C 1" C 1"C 1" C 1 " C RPLN-7,9,11 RPLN-7,9,11 1"C RPLN- 7,9,11 RPLN-7,9,11 RPLW-13,15,17 2" C 1 1 /2 "C RPLW-13,15,17 RPLW-13,15,17 PROTECT EXISTING DUKE ENERGY IN PLACE RPLW-45,47MDPN-16,18 RPLW-45,47 MDPN-16,18 RPLW-45,47MDPN-16,18 RPLW-45,47 MDPN-16,18 1-1"C MDPN-16,18 RPLW-45,47 MDPN-16,18 1-1" CRPLW-45,47 1-1" C RPLW-45,47 1-1" CRPLW-45,47 1-1"CRPLW-45,47 RPLN-13,15,17 RPLN-13,15,17RRPLN-13,15,17 RPLN-7,9,11 1"C 1"C1"C 1" C 3 #8 AWG, XHHW (POWER FOR ARM GATE FED FROM ADMIN BUILDING) CARD READER. SEEDETAIL 3, SHEET E-307 P C 1"C 1"C 2 CAT6A CABLES (FOR CARDREADER AND GATE. CONNECT CAT6A CABLE TO DESIGNA SERVER IN ADMIN BUILDING 1 " C ARM GATE LOOPDETECTORS (TYP.)3 X X X GA T E FENC E FENCE A B C D E F G H POWER COMM. SECTION B-B A. SPARE B. SPAREC. SPARED. MDPN-1,3,5 E. 1-12 FOC F. 1-36 FOC - A G. 1-36 FOC - B H. 1-36 FOC - C A B C D E F G H POWER COMM. SECTION A-A A. SPARE B. SPARE C. SPARE D. SPARE E. 1-36 FOC-A F. 1-36 FOC-B G. 1-36 FOC-C H. 1-12 FOC DUCT SECTIONS: A B D E C F SECTION C-C COMM. A. SPAREB. SPAREE. 1-36 FOC-A E. 1-36 FOC-B F. 1-36 FOC-C G. 1-12 FOC SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : c : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 7 \ I L M B P 2 - 1 B - E - 2 0 0 . d w g Pl o t t e d b y : J i m m y W a g n e r Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 6 : 5 6 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 ALK RJW JDT ENGINEERING PLLC 8226CREEDMOORROAD, SUITE 201RALEIGH, NC27613T 919-522-0628NC LICENSE NO.P-0618 100% DESIGN 08/09/2024 NORTH INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N) INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) STORM SEWER MANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E) INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N) INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALL STORM SEWERMANHOLERIM 24.51INV. 15.24 (NW)INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E) INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWERMANHOLERIM 24.21INV. 13.27 (E) INV. 13.26 (W) STORM SEWER YARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W) STORM SEWER MANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W) STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W) STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W) STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W) STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W) STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N)INV. 21.29 (W) INV. 19.71 (E)INV. 18.48 (S) STORM SEWER YARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W) STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W) INV. 15.79 INV. 15.91 INV. 15.83 Allegheny Drive STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S) STORM SEWERCURB INLETRIM 24.50 (EOP) INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP)INV. 13.76 (E) STORM SEWERMANHOLERIM BURIED STORM SEWER MANHOLERIM 23.84INV. 13.35 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S) STORM SEWER YARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W)INV. 19.41 (S) STORM SEWER YARD INLETRIM 27.00 INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33 INV. 20.17 INV. 20.99 INV. 20.37 STORM SEWER YARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWERYARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S) STORM SEWERMANHOLERIM 25.11INV. 6.52 STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPRIP-RAP STORM SEWERMANHOLERIM 22.71INV. 15.46 (E) INV. 14.39 (S)INV. 14.13 (W)STORM SEWERMANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWERYARD INLETRIM 20.75INV. 7.37 (E) STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N) INV. 17.22 (E)INV. 17.20 (S) STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89 STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90 INV. 23.08 INV. 24.19RIP-RAPINV. 23.98 STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWER CURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W) RIP-RAPINV. 26.57 INV. 26.37 INV. 26.36 INV. 25.34 INV. 25.07 INV. 26.89 RIP-RAPINV. 26.34 STORM SEWER CURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWERCURB INLETEOP 3302INV. 30.71 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWER YARD INLETRIM 37.90INV. 33.80 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S)INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S) INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWERCURB INLETEOP 38.96INV. 36.08 (E) INV. 35.90 (W) STORM SEWERMANHOLERIM 41.90INV. 38.91 ( S) INV. 37.69 (E) INV. 37.47 (W) STORM SEWERMANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEWERMANHOLERIM 42.01INV. 37.67 (W)INV. 37.62 (S)INV. 37.47 (E) STORM SEWERCURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVED OVER)0 STORM SEWERCURB INLETEOP 30.68 INV.26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWERYARD INLETRIM 21.60 INV.13.28 (N) INV.13.29 (S) STORM SEWER MANHOLE RIM 22.36 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM19.46INV. 15.54 (S) STORM SEWER MANHOLE RIM 22.36 INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S) STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV.12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP) INV. 12.77 (N) INV. 12.75 (E) M STOP INFO. SIGN INFO. SIGN LIMIT SIGNSPEED SIGNPARKING SIGNPARKING LIMIT SIGNSPEED INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNSIGNSTREET B-9BORE B-7BORE B-2BOREB-6BORE B-4BORE INFO. SIGN EXIT SIGN LIMIT SIGNSPEEDSIGNH\C SIGNH\C SIGNH\CINFO. SIGN INFO. SIGNINFO. SIGN LIMIT SIGNSPEED INFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGNSTOPSIGN STOP SIGN SIGNSTREETSIGNYIELDSIGNYIELDSIGNINFO.SIGNSTREETSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNYIELDSIGNINFO. SIGNILM SIGNINFO.LIGHT POLETRAFFIC PED.TRAFFICSIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN SIGNPARKING INFO. SIGN LIMIT SIGNSPEED SIGNSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGN INFO.SIGNINFO.SIGNSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING STOPSIGNPARKINGSIGNPARKINGSIGNPARKINGINFO.SIGNSIGNH\CSIGNH\C INFO. SIGN SIGNINFO. INFO. SIGN SIGN INFO. SIGN SIGNINFO.L\PL\PL\P L\P P\P P\PP\PP\PP\PP\PP\PP\PG\WG\WG\WG\W G\WG\WG\WG\WG\WSTOPELEC.VAULT INFO. SIGN INFO. SIGN LIMIT SIGNSPEED SIGNPARKING SIGNPARKING LIMIT SIGNSPEED INFO. SIGN INFO. SIGNELEC.VAULT INFO. SIGN INFO. SIGNSIGNSTREETELEC.BOXB-9BORE B-7BORE SWITCHCABINET B-2BOREB-6BOREAT&TVAULT B-4BORE INFO. SIGN OVERHEAD LINEEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT 5' SIDEWALK EXIT SIGNPED.BELLSOUTH CONCRETEMARKER LIMIT SIGNSPEEDPEDESTAL AT&TPEDESTAL ELEC. CONDUIT BLOCKFOOTER CONC.HEADWALL CONC.HEADWALLCONC.HEADWALLCONC.FLUME GRAVELPARKING CONSTRUCTIONTRAILERSIGNH\C SIGNH\C SIGNH\CL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\P L\P L\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\P L\P L\PL\PL\PL\PL\P L\PL\PINFO. SIGN INFO. SIGNINFO. SIGN LIMIT SIGNSPEEDL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\P L\P L\PL\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\P L\P L\P L\PL\PL\PAT&TPEDESTALL\PP\PL\PINFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN L\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PINFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGNL\PSTOP SIGNSTOP SIGNTELE.PED.ELEC.MH.TELE.MHELEC.MH. ELEC.MH.ELEC.MH.ELEC.MH.ELEC.MH. TELE.MHTELE.MH TELE.MH TELE.MH TELE.MHTELE.PED.FIBERVAULTELEC.VAULT STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGNSTOPSIGN STOP SIGN SIGNSTREETSIGNYIELDPANELELEC.SIGNYIELDSIGNINFO.SIGNSTREETSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\PL\P SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNYIELDVALVESEWERSIGNINFO.SIGNVAULT ELEC.PED.ELEC.METERSIGNILM SIGNINFO.VAULTFIBERLIGHT POLETRAFFIC VAULTFIBERVAULTSIGNALMARKERFIBERELEC.METERVAULTFIBERPED.TRAFFICSIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN L\PVAULTELEC. EDGE OF PAVEMENT EDGE OF PAVEMENT SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\P ELEC.VAULT SIGNPARKING EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTELEC.VAULT ELEC.VAULTINFO. SIGN LIMIT SIGNSPEED SIGNELEC.PANELSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED. ELEC.PED.SIGNINFO. SIGN INFO.SIGNELEC.PED.INFO.SIGN TICKETBOOTH ELEC.PED.ELEC.VAULTSIGNPARKINGL\PSIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGL\PSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGELEC.PED.ELEC.PANELINFO.SIGNSIGNH\CSIGNH\C EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTDUCTVAULT FAAMARKER GENERATORPADBACK FLOWPREVENTER WATERMETEREDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT INFO. SIGN TELE.VAULT ELEC.VAULTL\PL\PL\PL\PL\PL\PELEC.VAULT TELE.VAULTELEC.VAULTW\VENCLOSURE TELE.VAULTELEC.VAULT SIGNINFO. TELE.MH TELE.MHELEC.MH.L\PELEC.TRANS. INFO. SIGNELEC.TRANS. SIGN INFO. SIGNL\PL\PL\PSIGNINFO.ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVEGRAVEL DRIVE SPOIL SIGN STOP SIGN BUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT FENCE FENCE FENCE WALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 05 KEY MAP ELECTRICAL LAYOUT PLAN (SHEET 5 OF 6) E-205 PROPOSED STREET LIGHT POLE WITH ONE ACORN LIGHT FIXTURE. # = TYPE OF FIXTURE. SEE FIXTURE SCHEDULE, SHEET E-307. PROPOSED STREET LIGHT POLE WITHTWO LIGHT FIXTURES. # = TYPE OF FIXTURE. SEE FIXTURE SCHEDULE, SHEET E-307. PROPOSED HEAVY DUTY H-20 TRAFFICRATED POWER HANDHOLE COMPLETEAND INSTALLED WITH ALLAPPURTENANCES. P = POWER, C = COMM. PROPOSED UTILITY TRANSFORMER PROPOSED DUKE ENERGY SWITCH CABINET PROPOSED POLYMER CONCRETETIER 22 TRAFFIC RATED JUNCTIONBOX PROPOSED CONDUIT CAP PROPOSED 1 WAY 2" SCHEDULE 40 PVC CONDUIT, CONCRETE ENCASED. UNLESS OTHERWISE NOTED ON PLAN SHEET. PROPOSED ELECTRICAL DUCT BANK. SCHEDULE 40 PVC, CONCRETE ENCASED. X=NUMBER OF CONDUITS IN DUCT, Y=DIAMETER OF CONDUITS IN INCHES. # # P C T S X-Y" LEGEND KEY NOTES 1 ADJUST UNIVERSAL DRIVER INSIDE LIGHT FIXTURE FROM 240V TO 277V. CIRCUITS INSTALLED IN PHASE 1A TO BE POWERED FROM NEW POWER PANEL(S)INSTALLED IN PHASE 1B. SEE DETAIL SHEETSE-301 THRU E-304. SEE SECURITY PLANS FOR CABLING TO SECURITY CAMERAS PROPOSED STREET LIGHT POLE WITHONE LIGHT FIXTURE. # = TYPE OFFIXTURE. SEE FIXTURE SCHEDULE, SHEET E-307. # Y" C 2 NOTES 1. SEE DETAIL SHEET E-308 FOR TYPICALLIGHT LOCATIONS 3 MATCHLINE SEE E-203 MATCHLINE SEE E-204 1 ADDENDUM 1 8/23/24 1 1 1 M STOP SIGN A SPHALT DRIVE GRAVE L SPOI L SPOI L SPOI L GRAVE L G RAVEL D RIVE SPO I L EM ERGENC Y ACCESS ROAD C C C D D D P CP CP C P P 2"C P C 1-6 STRAND FOC(TO VMS SIGN) 1-6 STRAND FOC 2 "C MPZW-5 RD-DY.011 SEE WAYFINDING PLANSFOR POWER AND COMM. CONNECTIVITY TO SIGN INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N) INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) STORM SEWER MANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E) INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N) INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALL STORM SEWERMANHOLERIM 24.51INV. 15.24 (NW)INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E) INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWERMANHOLERIM 24.21INV. 13.27 (E) INV. 13.26 (W) STORM SEWER YARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W) STORM SEWER MANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W) STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W) STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W) STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W) STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W) STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N)INV. 21.29 (W) INV. 19.71 (E)INV. 18.48 (S) STORM SEWER YARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W) STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W) INV. 15.79 INV. 15.91 INV. 15.83 Allegheny Drive STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S) STORM SEWERCURB INLETRIM 24.50 (EOP) INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP)INV. 13.76 (E) STORM SEWERMANHOLERIM BURIED STORM SEWER MANHOLERIM 23.84INV. 13.35 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S) STORM SEWER YARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W)INV. 19.41 (S) STORM SEWER YARD INLETRIM 27.00 INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33 INV. 20.17 INV. 20.99 INV. 20.37 STORM SEWER YARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWERYARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S) STORM SEWERMANHOLERIM 25.11INV. 6.52 STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPRIP-RAP STORM SEWERMANHOLERIM 22.71INV. 15.46 (E) INV. 14.39 (S)INV. 14.13 (W)STORM SEWERMANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWERYARD INLETRIM 20.75INV. 7.37 (E) STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N) INV. 17.22 (E)INV. 17.20 (S) STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89 STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90 INV. 23.08 INV. 24.19RIP-RAPINV. 23.98 STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWER CURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W) RIP-RAPINV. 26.57 INV. 26.37 INV. 26.36 INV. 25.34 INV. 25.07 INV. 26.89 RIP-RAPINV. 26.34 STORM SEWER CURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWERCURB INLETEOP 3302INV. 30.71 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWER YARD INLETRIM 37.90INV. 33.80 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S)INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S) INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWERCURB INLETEOP 38.96INV. 36.08 (E) INV. 35.90 (W) STORM SEWERMANHOLERIM 41.90INV. 38.91 ( S) INV. 37.69 (E) INV. 37.47 (W) STORM SEWERMANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEWERMANHOLERIM 42.01INV. 37.67 (W)INV. 37.62 (S)INV. 37.47 (E) STORM SEWERCURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVED OVER)0 STORM SEWERCURB INLETEOP 30.68 INV.26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWERYARD INLETRIM 21.60 INV.13.28 (N) INV.13.29 (S) STORM SEWER MANHOLE RIM 22.36 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM19.46INV. 15.54 (S) STORM SEWER MANHOLE RIM 22.36 INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S) STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV.12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP) INV. 12.77 (N) INV. 12.75 (E) M STOP INFO. SIGN INFO. SIGN LIMIT SIGNSPEED SIGNPARKING SIGNPARKING LIMIT SIGNSPEED INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNSIGNSTREET B-9BORE B-7BORE B-2BOREB-6BORE B-4BORE INFO. SIGN EXIT SIGN LIMIT SIGNSPEEDSIGNH\C SIGNH\C SIGNH\CINFO. SIGN INFO. SIGNINFO. SIGN LIMIT SIGNSPEED INFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGNSTOPSIGN STOP SIGN SIGNSTREETSIGNYIELDSIGNYIELDSIGNINFO.SIGNSTREETSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNYIELDSIGNINFO. SIGNILM SIGNINFO.LIGHT POLETRAFFIC PED.TRAFFICSIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN SIGNPARKING INFO. SIGN LIMIT SIGNSPEED SIGNSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGN INFO.SIGNINFO.SIGNSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING STOPSIGNPARKINGSIGNPARKINGSIGNPARKINGINFO.SIGNSIGNH\CSIGNH\C INFO. SIGN SIGNINFO. INFO. SIGN SIGN INFO. SIGN SIGNINFO.L\PL\PL\P L\P P\P P\PP\PP\PP\PP\PP\PP\PG\WG\WG\WG\W G\WG\WG\WG\WG\WSTOPELEC.VAULT INFO. SIGN INFO. SIGN LIMIT SIGNSPEED SIGNPARKING SIGNPARKING LIMIT SIGNSPEED INFO. SIGN INFO. SIGNELEC.VAULT INFO. SIGN INFO. SIGNSIGNSTREETELEC.BOXB-9BORE B-7BORE SWITCHCABINET B-2BOREB-6BOREAT&TVAULT B-4BORE INFO. SIGN OVERHEAD LINEEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT 5' SIDEWALK EXIT SIGNPED.BELLSOUTH CONCRETEMARKER LIMIT SIGNSPEEDPEDESTAL AT&TPEDESTAL ELEC. CONDUIT BLOCKFOOTER CONC.HEADWALL CONC.HEADWALLCONC.HEADWALLCONC.FLUME GRAVELPARKING CONSTRUCTIONTRAILERSIGNH\C SIGNH\C SIGNH\CL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\P L\P L\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\P L\P L\PL\PL\PL\PL\P L\PL\PINFO. SIGN INFO. SIGNINFO. SIGN LIMIT SIGNSPEEDL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\P L\P L\PL\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\P L\P L\P L\PL\PL\PAT&TPEDESTALL\PP\PL\PINFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN L\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PINFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGNL\PSTOP SIGNSTOP SIGNTELE.PED.ELEC.MH.TELE.MHELEC.MH. ELEC.MH.ELEC.MH.ELEC.MH.ELEC.MH. TELE.MHTELE.MH TELE.MH TELE.MH TELE.MHTELE.PED.FIBERVAULTELEC.VAULT STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGNSTOPSIGN STOP SIGN SIGNSTREETSIGNYIELDPANELELEC.SIGNYIELDSIGNINFO.SIGNSTREETSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\PL\P SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNYIELDVALVESEWERSIGNINFO.SIGNVAULT ELEC.PED.ELEC.METERSIGNILM SIGNINFO.VAULTFIBERLIGHT POLETRAFFIC VAULTFIBERVAULTSIGNALMARKERFIBERELEC.METERVAULTFIBERPED.TRAFFICSIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN L\PVAULTELEC. EDGE OF PAVEMENT EDGE OF PAVEMENT SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\P ELEC.VAULT SIGNPARKING EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTELEC.VAULT ELEC.VAULTINFO. SIGN LIMIT SIGNSPEED SIGNELEC.PANELSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED. ELEC.PED.SIGNINFO. SIGN INFO.SIGNELEC.PED.INFO.SIGN TICKETBOOTH ELEC.PED.ELEC.VAULTSIGNPARKINGL\PSIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGL\PSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGELEC.PED.ELEC.PANELINFO.SIGNSIGNH\CSIGNH\C EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTDUCTVAULT FAAMARKER GENERATORPADBACK FLOWPREVENTER WATERMETEREDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT INFO. SIGN TELE.VAULT ELEC.VAULTL\PL\PL\PL\PL\PL\PELEC.VAULT TELE.VAULTELEC.VAULTW\VENCLOSURE TELE.VAULTELEC.VAULT SIGNINFO. TELE.MH TELE.MHELEC.MH.L\PELEC.TRANS. INFO. SIGNELEC.TRANS. SIGN INFO. SIGNL\PL\PL\PSIGNINFO.ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVEGRAVEL DRIVE SPOIL SIGN STOP SIGN BUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT FENCE FENCE FENCE WALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 05 KEY MAP SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : c : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 7 \ I L M B P 2 - 1 B - E - 2 0 0 . d w g Pl o t t e d b y : J i m m y W a g n e r Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 6 : 5 6 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 ALK RJW JDT ENGINEERING PLLC 8226CREEDMOORROAD, SUITE 201RALEIGH, NC27613T 919-522-0628NC LICENSE NO.P-0618 100% DESIGN 08/09/2024 ELECTRICAL LAYOUT PLAN (SHEET 6 OF 6) E-206 PROPOSED STREET LIGHT POLE WITH ONE ACORN LIGHT FIXTURE. # = TYPE OF FIXTURE. SEE FIXTURE SCHEDULE, SHEET E-307. PROPOSED STREET LIGHT POLE WITHTWO LIGHT FIXTURES. # = TYPE OF FIXTURE. SEE FIXTURE SCHEDULE, SHEET E-307. PROPOSED HEAVY DUTY H-20 TRAFFICRATED POWER HANDHOLE COMPLETEAND INSTALLED WITH ALLAPPURTENANCES. P = POWER, C = COMM. PROPOSED UTILITY TRANSFORMER PROPOSED DUKE ENERGY SWITCH CABINET PROPOSED POLYMER CONCRETETIER 22 TRAFFIC RATED JUNCTIONBOX PROPOSED CONDUIT CAP PROPOSED 1 WAY 2" SCHEDULE 40 PVC CONDUIT, CONCRETE ENCASED. UNLESS OTHERWISE NOTED ON PLAN SHEET. PROPOSED ELECTRICAL DUCT BANK. SCHEDULE 40 PVC, CONCRETE ENCASED. X=NUMBER OF CONDUITS IN DUCT, Y=DIAMETER OF CONDUITS IN INCHES. # # P C T S X-Y" LEGEND KEY NOTES 1 ADJUST UNIVERSAL DRIVER INSIDE LIGHT FIXTURE FROM 240V TO 277V. CIRCUITS INSTALLED IN PHASE 1A TO BE POWERED FROM NEW POWER PANEL(S)INSTALLED IN PHASE 1B. SEE DETAIL SHEETSE-301 THRU E-304. SEE SECURITY PLANS FOR CABLING TO SECURITY CAMERAS PROPOSED STREET LIGHT POLE WITHONE LIGHT FIXTURE. # = TYPE OFFIXTURE. SEE FIXTURE SCHEDULE, SHEET E-307. # Y" C 2 NOTES 1. SEE DETAIL SHEET E-308 FOR TYPICALLIGHT LOCATIONS 3 MATCHLINE SEE E-201 1 1 ADDENDUM 1 8/23/24 NEW SHEET SCALE: LOT F POWER MODIFICATIONS ONE-LINE DIAGRAM NTS 1 E-301 3P 400A 5 2 3 3 PHASE PRIMARY POWER POLE AND OVERHEAD POWER LINE FURNISHED AND INSTALLED BY DUKE ENERGY. COORDINATE WITH DUKE NEW 480/277V, 3-PHASE PAD MOUNT TRANSFORMER. COORDINATE WITH DUKE ENERGY. METER AND METER CTs WITH PAD MOUNT TRANSFORMER BY DUKE ENERGY. HEAVY DUTY DISCONNECT SWITCH, SERVICE RATED, 600V,1200AF/1200AT FUSE, NEMA 4X, 65K AIC NEW MDP NORTH (MDPN) POWER PANEL - 480/277V, 400 AMP MAIN, 42 POLE, 65K AIC, NEMA 4X COMBINATION LIGHTING CONTACTOR WITH PHOTOCELL CONTROL, 200A, 3-POLE, NEMA 4X MINI-POWER ZONE - 480V TO 120/240V, 1-PHASE, 15-KVA OR 25KVA, IN NEMA 4X MODEL NO. MPZB15S40F65K OR MPZB25S0F65K , COPPER WINDINGS RPLN POWER PANEL - 480/277V, 200AF/200AT, 42 POLE, 65K AIC, NEMA4X NEW EVP NORTH (EVPN) POWER PANEL - 480/277V, 800 AMP MAIN, 42 POLE, 65K AIC, NEMA 4X 1 2 3 4 5 CBCB EQUIPMENT LISTDUKE ENERGY CB CB CB CB CB CB CB CB CB CB CB CB CB 1 6 3P 200A 8 CB PARKING LOT LIGHTS CB PARKING LOT LIGHTS CB CB CB PC 6 7 EXISTING LOT F PARKING LOT LIGHTS 8 CB CB 7 BUS STOP 1 15KVA CB CB 7 BUS STOP EXITBUILDINGPOWERPANEL SEE SHEET EP602 FOR PANEL SCHEDULE SCALE: MONTIETH CONSTRUCTION TRAILER POWER MODIFICATIONS ONE-LINE DIAGRAM NTS 2 E-301 3P 400A5 PANEL MDPW - SEE PANEL SCHEDULES SHEET E-303 RELOCATED DUKE ENERGY SWITCH CABINET. NEW 480/277V, 3-PHASE PAD MOUNT TRANSFORMER. COORDINATE WITH DUKE ENERGY. METER AND METER CTs WITH PAD MOUNT TRANSFORMER BY DUKE ENERGY. HEAVY DUTY DISCONNECT SWITCH, SERVICE RATED, 600V,1200AF/1200AT FUSE, NEMA 4X. MDP WEST (MDPW) PANEL - 480/277V,400AMP MAIN, 66 POLE, 65K AIC, NEMA 4X. COMBINATION LIGHTING CONTACTOR WITH PHOTOCELL CONTROL, 200A, 3-POLE, NEMA 4X MINI-POWER ZONE - 480V TO 120/240V, 1-PHASE, 15-KVA OR 25KVA, IN NEMA 4X MODEL NO. MPZB15S40F65K OR MPZB25S0F65K , COPPER WINDINGS RPL WEST PANEL - 480/277V, 200AMP MAIN, 66 POLE, 65K AIC, NEMA4X. NEW EVP WEST (EVPW) POWER PANEL - 480/277V, 800 AMP MAIN, 42 POLE, 65K AIC, NEMA 4X 1 2 3 4 5 CBCB 2 SETS 4-3/0, #3 AWG GND, XHHW, 4" CONDUIT EQUIPMENT LIST CB CB CB CB CB CB CB CB CB WELLPUMP CB SPD/TVSS CB CB CB 6 3P 200A 8 PANEL RPLW SEE PANEL SCHEDULES SHEET E-303 CBCBCBCBCBCBCBCBCB LIGHTING CB LIGHTING CB CB CB MODERN AVIATION/MISC CB SPARE CB SPARE PC CB CB 76 7 SPARE EXISTINGPANELRPL SPARE PARKING LOT LIGHTS PARKING LOT LIGHTS 8 4 #3/0 AWG, #6 AWG GND, XHHW,600V, 4" CONDUIT SPARE CB CB 7TEMPORARY COVERED WALKWAY TRANSFORMER (45VKA). SEE COVERED WALKWAY PLANS 4 #3/0 AWG, #6 AWG GND, XHHW, 600V, 4" CONDUIT SPARESPARESPARETEMPORARY ROADLIGHTING ENTRANCE ROADLIGHTING ENTRANCE ROADLIGHTING CB CB 7 MARCH LOT ENTRY PLAZA (INSTALLED IN PHASE 1A -15KVA) CB CB 7 LOT F EXIT PLAZA CB CB 7 LOT F ENTRY PLAZA (15KVA) CB CB 7 MAIN LOT ENTRY PLAZA 1 (25KVA) REMOVE EXISTING POWER PANEL AT LOT F EXIT PLAZA AND INSTALL NEW MINI POWER-ZONE (15KVA) SPLICE EXITING FEEDER WITH NEW FEEDER VIA IN-LINE SPLICE KIT SPLICE EXITING FEEDER WITH NEW FEEDER VIA IN-LINE SPLICE KIT CB CB SPAREEXISTING LOT F PARKING LOT LIGHTS EXISTING LOT F PARKING LOT LIGHTS SPARE SPLICE EXITING FEEDER WITH NEW FEEDER VIA WEATHERPROOF IN-LINE SPLICE KIT AT THE NEW RACK LOCATION, POLARIS CONNECTOR OR APPROVED EQUAL. CB CB 7 MAIN LOT ENTRY PLAZA 2 (15KVA) 4-3/0 AWG,#6 GND, XHHW, 3"C 4-3/0 AWG,#6 GND, XHHW, 3"C POWER DISTRIBUTION RACK (15KVA) CB 9 9 3 SETS 4-350KCMIL, #1/0 GND, XHHW, 4" CONDUIT 3P 800A 2 3 1 9 15KVA NEU GND4 CONNECT TO GROUND LOOP 3/4" x 10' GROUND ROD 4 SETS 4-350KCMIL, 3/0 GND, XHHW, 4" CONDUIT 2 SETS 4-3/0, #3 AWG GND, XHHW, 4" CONDUIT NEU GND4 CONNECT TO GROUND LOOP 3/4" x 10' GROUND ROD 4 SETS 4-350KCMIL, 3/0 GND, XHHW, 4" CONDUIT 3 SETS 4-350KCMIL, #1/0 GND, XHHW, 4" CONDUIT 3P 800A 9 PANEL MDPN - SEE PANEL SCHEDULES SHEET E-302 PANEL RPLN - SEE PANELSCHEDULES SHEET E-302 SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : c : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 7 \ I L M B P 2 - 1 B - E - 3 0 0 . d w g Pl o t t e d b y : J i m m y W a g n e r Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 6 : 5 8 P M WILMINGTON INTERNATIONAL AIRPORT ALK RJW JDT ENGINEERING PLLC 8226CREEDMOORROAD, SUITE 201RALEIGH, NC27613T 919-522-0628NC LICENSE NO.P-0618 100% DESIGN 08/09/2024 ELECTRICAL DETAILS (SHEET 1 OF 20) E-301 1 ADDENDUM 1 8/23/24 1 SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : c : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 7 \ I L M B P 2 - 1 B - E - 3 0 0 . d w g Pl o t t e d b y : J i m m y W a g n e r Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 6 : 5 8 P M WILMINGTON INTERNATIONAL AIRPORT ALK RJW JDT ENGINEERING PLLC 8226CREEDMOORROAD, SUITE 201RALEIGH, NC27613T 919-522-0628NC LICENSE NO.P-0618 100% DESIGN 08/09/2024 ELECTRICAL DETAILS (SHEET 2 OF 20) E-302 1 ADDENDUM 1 8/23/24 1 SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : c : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 7 \ I L M B P 2 - 1 B - E - 3 0 0 . d w g Pl o t t e d b y : J i m m y W a g n e r Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 6 : 5 8 P M WILMINGTON INTERNATIONAL AIRPORT ALK RJW JDT ENGINEERING PLLC 8226CREEDMOORROAD, SUITE 201RALEIGH, NC27613T 919-522-0628NC LICENSE NO.P-0618 100% DESIGN 08/09/2024 ELECTRICAL DETAILS (SHEET 3 OF 20) E-303 1 ADDENDUM 1 8/23/24 1 SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : c : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 7 \ I L M B P 2 - 1 B - E - 3 0 0 . d w g Pl o t t e d b y : J i m m y W a g n e r Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 6 : 5 8 P M WILMINGTON INTERNATIONAL AIRPORT ALK RJW JDT ENGINEERING PLLC 8226CREEDMOORROAD, SUITE 201RALEIGH, NC27613T 919-522-0628NC LICENSE NO.P-0618 100% DESIGN 08/09/2024 ELECTRICAL DETAILS (SHEET 4 OF 20) E-304 1 ADDENDUM 1 8/23/24 1 1 12" 12"12" 18" 24" 12" (TYP.) 8" (TYP.) 18"(TYP.)24" (TYP.) 6" (TYP.) 12" (MIN.) 24" (MIN) WIREWAY- PROPERLY SIZED -LENGTH AS REQUIRED WIREWAY.8" x 8" (MIN.). HINGED, NEMA 4X. PC TYPICAL RACK FRAMING DETAIL3 E-305 SCALE: NTS 1. SEE DETAIL 3, THIS SHEET FORTYPICAL LIGHTNING PROTECTION ANDELECTRICAL RACK FRAME DETAILS. 2. SEE DETAIL 1, SHEET E-301 FOR KEYNOTES. 3. CONTRACTOR SHALL RECONNECTALL EXISTING CIRCUITS FED FROMDEMOLISHED LOT F POWER PANEL. NOTES: 4 5 8 7 120V GFCI OUTLET,HINGED, NEMA 3RWEATHERPROOFENCLOSURE 3 1/2" RGS POLE 1" PVC SLEEVE #2 AWG CU, GREEN XHHW (TYP.) DOWN CONDUCTOR AND #4/0 EXOTHERMIC WELD TYPICAL 2 PLACES INSTALL THOMPSON NO. 690X HORIZONTAL CONNECTOR OR EQUAL FOR BONDING DOWN CONDUCTOR TO AIR TERMINAL 5' AIR TERMINAL INSTALL 3' ABOVE RACK STRUCTURE SUPPORT AIR TERMINAL 6 PLACES WITH THOMPSON NO. 240X OR EQUAL PERFECTION PIPE CLAMPS (TYPICAL AIR TERMINALS AND DOWN CONDUCTORS) 1 1/2" x 1 1/2" STAINLESS STEEL UNISTRUT CHANNEL, FASTEN TOGETHER WITH 1/4" STAINLESS STEEL U-BOLTS AND SPRING WASHERS (TYP.) 6 x 6 - W2.1 x W2.1(GALV. WELDEDWIRE FABRIC) 3/4" x 10' COPPER CLADGROUND ROD WITHEXOTHERMICCONNECTION (TYP.) GRAVEL (TYP. IN ELECTRICAL COURTYARD) SEE DETAIL 3, THISSHEET (TYP.) #4/0 GROUND LOOP CABLE CONCRETE(P-610) (TYP.) TO DUKEENERGYTRANSFORMER PHOTOCELL(FACE NORTH) LIGHTINGCONTACTOR,200A, 3P 4" RGS 2 - 2" CONDUITS TO MAIN LOT2 - 4" CONDUITSTO MAIN LOT 3 - 2" CONDUITSEXISTING LOT F LIGHTS 4" PVC 2" RGS 2" PVC 2" RGS 2" PVC 1 - 4" SCH 40PVC (GREY) 1 - 2" CONDUITS TO LOT F EXIT PLAZA 4 - 2" CONDUITS TO PERIMETER ROAD RGS TO PVC COUPLING(TYP.) 2" RGS2" PVC 2" RGS 2" PVC 4" RGS 4" RGS ELECTRICAL POWER RACK NEAR LOT F DETAIL - PLAN VIEW2 E-305 SCALE: NTS ELECTRICAL POWER RACK NEAR LOT F DETAIL - ELEVATION VIEW1 E-305 SCALE: NTS 6 4" RGS CONDUIT STUB OUT.CAP COUNDUIT (FORFUTURE EV CHARGING) 4" RGS CONDUITCONNECTINGDISCONNECT SWITCHAND POWER PANEL PHOTO CELL FORLIGHTING CONTACTOR(LOCATED ON BACKSIDEOF RACK. SEE DETAIL 2,THIS SHEET 6" (TYP.) 4" RGS 4 4" RGS CONDUIT STUB OUTS 4" RGS CONDUITCONNECTINGDISCONNECT SWITCHAND POWER PANEL 9 SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : c : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 7 \ I L M B P 2 - 1 B - E - 3 0 0 . d w g Pl o t t e d b y : J i m m y W a g n e r Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 6 : 5 9 P M WILMINGTON INTERNATIONAL AIRPORT ALK RJW JDT ENGINEERING PLLC 8226CREEDMOORROAD, SUITE 201RALEIGH, NC27613T 919-522-0628NC LICENSE NO.P-0618 100% DESIGN 08/09/2024 ELECTRICAL DETAILS (SHEET 5 OF 20) E-305 1 ADDENDUM 1 8/23/24 1 2 E-306 NTS ELECTRICAL POWER RACK NEAR MONTEITH CONSTRUCTION TRAILERS - PLAN VIEW 1 NTS 6" (TYP.) 12" 12" 18" 24" E-306 120V GFCI OUTLET,HINGED, NEMA 3RWEATHERPROOFENCLOSURE #4/0 GROUND LOOP CABLE 12" (MIN.) 30" (MIN) 4" PVC TO POWERHANDHOLE 1-6" SCH. 40 PVC GREYTO DUKE ENERGYTRANSFORMER TO DUKE ENERGYTRANSFORMER PC PHOTOCELL(FACE NORTH) LIGHTINGCONTACTOR,200A, 3P INSTALL HOA/LIGHTINGCONTRACTOR IN POWERPANEL FOR COVERED WALL WAY LIGHTS 4" PVC TOPOWERHANDHOLE 4" PVC TOEXISTINGPANEL RPL RGS TO PVC COUPLING (TYP.) 4" RGS EXPANSIONJOINT 12" 18" (MIN.) 4" RGS TO HANDHOLEFOR INCOMING ANDOUTGOING FIBER 6" 6" SEE DETAIL 4, SHEETE-310 FOR COMM.ENCLOSURE EQUIPMENT 9" (MIN.) 14" (MIN.) COMM. ENCLOSURE PVC SLEEVE 12" 12" 12" 5 6 8 7 SEE DETAIL 3,SHEET E-305 (TYP.) ELECTRICAL POWER RACK NEAR MONTEITH CONSTRUCTION TRAILERS - ELEVATION VIEW 1. SEE DETAIL 3, SHEET E-305 FORTYPICAL LIGHTNING PROTECTION ANDELECTRICAL RACK FRAME DETAILS 2. SEE DETAIL 2, SHEET E-301 FOR KEYNOTES 3. CONTRACTOR SHALL RECONNECTALL EXISTING CIRCUITS FED FROMEXISTING RPL POWER PANEL. NOTES: 4-4" CONDUIT TOCOMM. HANDHOLE.SEE SHEET E-201FOR CONTINUATION 4-4" CONDUIT TO COMM. HANDHOLE.SEE SHEET E-201 FOR CONTINUATION 4" RGS STUBOUT,CAP CONDUIT 4" RGS STUBOUT,CAP CONDUIT 2" RGS POWER TOCOMM. ENCLOSURE 12" (MIN.) WIREWAY- PROPERLY SIZED -LENGTH AS REQUIRED WIREWAY.8" x 8" (MIN.). HINGED, NEMA 4X. 4" PVC TOPOWERHANDHOLE 4" RGS CONDUITCONNECTINGDISCONNECTSWITCH ANDPOWER PANEL 4 4" RGS CONDUITCONNECTINGDISCONNECTSWITCH ANDPOWER PANEL 4" RGS STUBOUT,CAP CONDUIT 9 SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : c : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 7 \ I L M B P 2 - 1 B - E - 3 0 0 . d w g Pl o t t e d b y : J i m m y W a g n e r Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 6 : 5 9 P M WILMINGTON INTERNATIONAL AIRPORT ALK RJW JDT ENGINEERING PLLC 8226CREEDMOORROAD, SUITE 201RALEIGH, NC27613T 919-522-0628NC LICENSE NO.P-0618 100% DESIGN 08/09/2024 ELECTRICAL DETAILS (SHEET 6 OF 20) E-306 1 ADDENDUM 1 8/23/24 1 36 " ( N O T E 1 ) 28 ' 72 " ( N O T E 1 ) 24 " PARKING LOT POLE4 E-307 SCALE: NTS PARKING LOT POLE FIXTURE SCHEDULE1 E-307 SCALE: NTS 23 1/4"13 3/4" 2" 23 1/4"13 3/4" 2"3/8" - 16 UNC STAINLESS STEEL HEX HEAD BOLTWITH WASHER (2)1/2" x 4" PULL SLOT WITH Φ1/4" CENTER PIN 0.5 COEF SKID RESISTANT SURFACECOVER DESCRIPTION PART NO. WEIGHT #DESIGN/TEST LOAD # ANSI TIER WITH 2BOLTS PG1324HA00**51 15,000 / 22,500 15 B 1/2" 1 13/16" A 15 1/2" 25" 24 1/4"11 3/4" BOX DESCRIPTION PART NO.WEIGHT #DIMENSION A DIMENSION B DESIGN/TESTLOAD #ANSITIER OPEN BOTTOM PG1324BA24 91 24" 22"22,500 /33,700 22 KNOWN MANUFACTURER: QUAZITE 13"x24" PG STYLE (STACKABLE) ASSEMBLY SCALE: 3 E-307 LIGHT POLE HANDHOLE DETAIL NTS NOTES: 1. PROVIDE LIDS WITH THE LOGO AS "POWER" FOR POWER HAND HOLES AND"COMMUNICATIONS" FOR COMM. HANDHOLES. 2. TOP OF COVER SHALL BE 1" ABOVE FINISHED GRADE. 3.ENCLOSURE SHALL BE UL APPROVED PER ANSI/SCTE 77-2007 4. THE POLYMER CONCRETE HANDHOLE SIZE SHALL BE INCREASED IF NEEDED TO INSTALLNUMBER OF CONDUITS SHOWN ON PLANS. LOGO Luminaire Schedule Label Arrangement LLF Description Lum. Watts Total Watts BUG Rating A BACK-BACK 0.900 Visionaire # ODN-3_T5LS_50L_4K-VA-110L-D2-28ft Round Tapered Steel Pole Gal-Double Coat 406 38164 B5-U0-G5 AT BACK-BACK 0.900 Visionaire # ODN-3_T5LS_50L_4K-VA-110L-D2-28ft Round Tapered Steel Pole Gal-Double Coat 406 11368 B5-U0-G5 B BACK-BACK 0.900 Visionaire # ODN-3_T5LS_35L_4K-VA-110L-D2-28ft Round Tapered Steel Pole Gal-Double Coat 248 15376 B5-U0-G4 C BACK-BACK 0.900 Visionaire # ODN-3_T5LS_40L_4K-VA-110L-D2-28ft Round Tapered Steel Pole Gal-Double Coat 298 3576 B5-U0-G4 D SINGLE 0.900 Visionaire # N2X-L_T5W_32LC_5_4K_DS- DCB-14 Cast Base-16ft Poles 53 1378 B3-U0-G1 E SINGLE 0.900 Visionaire # ODN-3_T3L_40L_4K-VA-110L-S1-28ft Round Tapered Steel Pole Gal-Double Coat 298 298 B4-U0-G5 F SINGLE 0.900 Visionaire # ODN-3_T5LS_40L_4K-VA-110L-S1-28ft Round Tapered Steel Pole Gal-Double Coat 298 4768 B5-U0-G4 G SINGLE 0.900 Visionaire # ODN-3_T5LS_50L_4K-VA-110L-S1-28ft Round Tapered Steel Pole Gal-Double Coat 406 406 B5-U0-G5 H SINGLE 0.900 Visionaire # ODN-3_T3L_30L_4K-VA-110L-S1-28ft Round Tapered Steel Pole Gal-Double Coat 206 412 B4-U0-G5 K SINGLE 0.900 Visionaire # ODN-3_T4L_40L_4K-VA-110L-S1-28ft Round Tapered Steel Pole Gal-Double Coat 298 894 B4-U0-G5 L BACK-BACK 0.900 Visionaire # ODN-2_T5LS_30L_4K-VA-110L-D2-28ft Round Tapered Steel Pole Gal-Double Coat 206 1236 B5-U0-G4 R4 SINGLE 0.900 Visionaire # ODN-3_T3L_40L_4K-VA-110L-S1-28ft Round Tapered Steel Pole Gal-Double Coat 298 3278 B4-U0-G5 R SINGLE 0.900 Visionaire # ODN-3-T3L_30L_4K-28ft Round Tapered Steel Pole Gal-Double Coat 206 9682 B4-U0-G5 NOTE: EACH FIXTURE SHALL BE PROVIDED WITH A 7-PIN RECEPTACLE 3000 PSICONCRETE(NOTE 1) STAINLESS STEELANCHOR BOLTS 1 1/2" RGSCONDUIT(TYP) PULLBOX INTERNALGROUND LUG 3/4" X 10'GROUNDROD FIXTURE POLE - ROUNDTAPERED STEELWJM, Inc. Model NORT7501128-G/BK-3.5BC FINISHEDGRADE(ASPHALT ORTURF) BUSSMAN IN - LINE FUSE 5A MININCASED IN WATER PROOF FUSEHOLDERS BONDGROUNDCONDUCTORS STUBCONDUIT UP3" ABOVEBASE CONDUIT ASSHOWN ONPLANS HANDHOLE - SEEDETAIL 2, THIS SHEET GROUND HANDHOLE LED LIGHT FIXTURE WITHPHOTOCELL, SEE DETAIL 1 THISSHEET FOR FIXTURE TYPE. CONCRETE MOW PAD(NCDOT 3000 PSI). 8" ALLSIDES x 4" DEEP (MID). OLDCASTLE, POLYMERSERIES (OR APPROVEDEQUAL), POLYMERCONCRETE, TIER 22HAND HOLE 5 #6 REBAR VERTICAL AND#4 REBAR HORIZONTAL AT12" ON CENTER (NOTE 1) EXOTHERMICWELD GROUNDWIRE TO REBAR EXOTHERMICWELD 1. POLE FOUNDATION DIMENSIONSARE FOR ESTIMATING PURPOSESONLY. ACTUAL POLE FOUNDATIONSHALL BE PER MANUFACTURER'SRECOMMENDATIONS BASED ON THEAPPROVED CONTRACTORSUBMITTAL WITH NC PE SEAL OFSTRUCTURAL CALCULATIONS.STRUCTURAL DETAIL SHALL SHOWALL ANCHOR BOLTS AND REBAR. NOTES: MOUNTING POLE PROXIMITY CARDREADER ISLAND BEVEL EDGE 36" 6" 24" (MIN.) CONCRETE (P-610) ASPHALT FACE OF CARD READER FLUSHWITH POST SEE SHEET CA5.14 FOR BOLLARD DETAIL (TYP.) 24" 72" PROXIMITY CARD READERON GOOSE NECK STAND 1" SCH. 40 PVC(CONTROL TOGATE) 1" SCH. 40 PVC (CONTROL TO ADMIN BUILDING) DR I V E A I S L E SIDE VIEW TOP VIEW 1. THE ISLAND TYPE INSTALLATION SHALL BE MONOLITHIC CONCRETE SLAB. 14" (MIN.) BELOW GROUND SURFACE. THE ACCESS CONTROL SYSTEM SHALL BE SECURELY MOUNTED IN A WEATHER PROOF ENCLOSURE ON A GOOSE NECK STAND. SECURE THE GOOSE NECK TO THE FOUNDATION WITH FOUR (4) 1/2" DIA. x 6" L. HOTDIPPED GALVANIZED ANCHOR BOLTS (MIN.) 2. CONTRACTOR SHALL COORDINATE WITH CARD READER VENDOR TO ENSURE ALL POWER/COMM.REQUIREMENTS ARE MET. NOTES: SEE PLANS FOR CONTINUATION OF 1" PVC CONDUIT AND CIRCUITS SCALE: 2 E-307 PROXIMITY CARD READER ISLAND DETAIL NTS 4" DIAMETER GUARDPOST (TYP. OF 4) 7" 5 E-307 NTS STANDARD ARM BARRIER ARM GATE VEHICLE LANE FRONT ELEVATION REVERSING EDGE PLAN VIEW OPERATOR HOUSING BARRIER ARM LENGTH 3/4" x 3" SLEEVE ANCHOR (TYP. OF 4) APPROX. POSITION OF CONDUIT RUNS APPROX. POSITION OF CONDUIT RUNS BARRIER ARM LENGTH PAD EDGES TO BE BEVELED TO ELIMINATE PUDDLING ARM COVER ARM COVER 20" x 20" REINFORCED P-610 CONCRETE (4,000 PSI) PAD HOUSING TO BE SECURED TO P-610 CONCRETE (4,000 PSI) WITH 3/4" x 3" SLEEVE ANCHORS 42 " 42 " SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : c : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 7 \ I L M B P 2 - 1 B - E - 3 0 0 . d w g Pl o t t e d b y : J i m m y W a g n e r Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 6 : 5 9 P M WILMINGTON INTERNATIONAL AIRPORT ALK RJW JDT ENGINEERING PLLC 8226CREEDMOORROAD, SUITE 201RALEIGH, NC27613T 919-522-0628NC LICENSE NO.P-0618 100% DESIGN 08/09/2024 ELECTRICAL DETAILS (SHEET 7 OF 20) E-307 1 ADDENDUM 1 8/23/24 1 INSTALL LIGHT POLE IN GEOMETRIC CENTEROF LANDSCAPING AREA. SEE PLAN SHEETSFOR LOCATIONS AND FIXTURE TYPE. PARKING LOT LANDSCAPING ISLAND.SEE PLAN SHEETS FORLOCATIONS CURB FOR PARKINGLOT LANDSCAPINGISLAND FINISHED ASPHALTPAVEMENT FINISHEDASPHALTPAVEMENT FINISHEDASPHALTPAVEMENT PARKING LOT PARKINGSPACE MARKING (TYP.) INSTALL LIGHT POLE FOUNDATIONAT INTERSECTION OF FOURPARKING SPACES. SEE PLANSHEETS FOR LOCATIONS ANDFIXTURE TYPE. PEDESTRIANWALKWAY 18" 18" LANDSCAPINGAREA LANDSCAPINGAREA LANDSCAPINGAREA PE D E S T R I A N WA L K W A Y LIGHT POLE. SEE PLANSHEETS FOR LOCATIONSAND FIXTURE TYPE INSTALL LIGHT POLE FOUNDATIONAT GEOMETRIC CENTER OFPARKING LOT DIAGONALMARKINGS. SEE PLAN SHEETSFOR LOCATIONS AND FIXTURETYPE. FINISHEDASPHALTPAVEMENT PARKING LOT PARKINGSPACE MARKING (TYP.) FINISHEDASPHALTPAVEMENT PARKING LOTDIAGONAL MARKING(TYP.) PARKING SPACE(TYP.)18" INSTALL LIGHT POLE TO BEALIGNED WITH PARKING SPOT.SEE PLAN SHEETS FORLOCATIONS AND FIXTURE TYPE PARKING LOT PARKINGSPACE MARKING (TYP.) FINISHEDASPHALTPAVEMENT 5.0' CELL PHONE LOTPARKING SPACEMARKING (TYP.) EDGE OFPAVEMENT FINISHEDASPHALTPAVEMENT TURFLIGHT POLE. SEE PLANSHEETS FOR LOCATIONSAND FIXTURE TYPE LIGHT POLE INSTALLED IN MIDDLE OF LANSCAPING ISLAND1 E-308 SCALE: NTS LIGHT POLE INSTALLED IN MIDDLE OF PARKING SPACES2 E-308 SCALE: NTS LIGHT POLE INSTALLED IN MIDDLE OF PARKING LOT DIAGONAL MARKINGS3 E-308 SCALE: NTS LIGHT POLE INSTALLED IN NEAR PEDESTRIAN WALKWAY WITH LANDSCAPING4 E-308 SCALE: NTS LIGHT POLE INSTALLED ON EDGE OF PARKING LOT5 E-308 SCALE: NTS LIGHT POLE INSTALLED IN NEAR CELL PHONE LOT6 E-308 SCALE: NTS 18" DIRECTION OFTRAFFIC FLOW FINISHEDASPHALTPAVEMENT SIDEWALKUSED FORTERMINALDROP OFF LIGHT POLE. SEE PLANSHEETS FOR LOCATIONSAND FIXTURE TYPE LIGHT POLE INSTALLED AT TEMPORARY ROAD PASSENGER DROP OFF LOCATION7 E-308 SCALE: NTS 18" LIGHT POLE. SEE PLANSHEETS FOR LOCATIONSAND FIXTURE TYPE DIRECTION OFTRAFFIC FLOW FINISHEDASPHALTPAVEMENT TEMPORARYROAD TRAFFICLANE MARKING TEMPORARYROAD TRAFFICLANE MARKING EDGE OFTEMPORARYROADPAVEMENT EDGE OFTEMPORARYROADPAVEMENT LIGHT POLE INSTALLED ON TEMPORARY ROAD8 E-308 SCALE: NTS 5.0' LIGHT POLE INSTALLED ON PERMANENT ROAD9 E-308 SCALE: NTS FINISHEDASPHALTPAVEMENT FINISHEDASPHALTPAVEMENT TURFLIGHT POLE. SEE PLANSHEETS FOR LOCATIONSAND FIXTURE TYPE DIRECTION OFTRAFFIC FLOW PERMANENTROADWAYMARKING EDGE OFPERMANENTROADPAVEMENT EDGE OFPERMANENTROADPAVEMENT PERMANENTROADWAYMARKING CURB PERMANENTROAD CURB PERMANENTROADTURF FINISHED ASPHALTPAVEMENT TURF FINISHEDASPHALTPAVEMENT FINISHEDASPHALTPAVEMENT ELECTRICAL DETAILS (SHEET 8 OF 18) E-308 SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : c : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 7 \ I L M B P 2 - 1 B - E - 3 0 0 . d w g Pl o t t e d b y : A m b e r K u l e s a Pl o t t e d o n : 8 / 9 / 2 0 2 4 1 1 : 1 2 A M WILMINGTON INTERNATIONAL AIRPORT ALK RJW JDT ENGINEERING PLLC 8226CREEDMOORROAD, SUITE 201RALEIGH, NC27613T 919-522-0628NC LICENSE NO.P-0618 100% DESIGN 08/09/2024 N O R T H C A R O L I N A PR O F E SSIO N A LSEAL 031791 E NGIN E E RR I C H A R D J . W A L L S A B A B 2" 3" COVER ONALL SIDES (TYP.) 2" 3" COVER ON ALL SIDES (TYP.) 2 WAY DUCT CONCRETE ENCASED IN PROPOSED ROADS AND TEMP. ROADS/CONNECTIONS5 E-309 SCALE: NTS 2 WAY DUCT CONCRETE ENCASED IN TURF2 E-309 SCALE: NTS 24" (MIN.) A 4" COVER ON ALL SIDES (TYP.) 24" (MIN.) 6" 8" 6" 8" 1 WAY DUCT DIRECT EARTH BURIED IN TURF1 E-309 SCALE: NTS A 4" COVER ON ALL SIDES (TYP.) 1 WAY DUCT DIRECT EARTH BURIED IN PROPOSED ROADS AND TEMP. ROADS/CONNECTIONS4 E-309 SCALE: NTS DUCT BANK NOTES 1. GROUND RODS MUST BE 3/4" x 10'. GROUND RODS MUST BE MEASURED AND MUST NOT EXCEED 25 OHMS PRIOR TO CONNECTION WITH COUNTERPOISE WIRE. 2. A PLASTIC, DETECTABLE NON-MAGNETIC FOUR INCH (4") WIDE TAPE ABOVE ALL PORTIONS OF NEW CONDUIT/DUCT BANK OR ANY EXISTING UNDERGROUND UTILITIES EXPOSED FOR ANY REASONS. THEDETECTABLE TAPE MUST BE OMITTED WHERE THE UNDERGROUNDUTILITY IS UNDER PAVEMENT. 3. DUCTBANKS MUST DRAIN TOWARD THE ELECTRICAL STRUCTURES WITH THE CROWN OF THE DUCT BANK MIDWAY BETWEEN ELECTRICAL STRUCTURES. THE DUCT SLOPE MUST BE 3" PER 100'. 4. SEE CIVIL PLANS FOR TYPICAL PAVEMENT SECTIONS. SCALE: 15 E-309 HEAVY DUTY HANDHOLE NTS 3/8"-16 UNC INSERTSFOR LIFTING (8X) "C" 15""D" BOLT HOUSING LOCK TAB "B"24"OD 15" "A" 36" OD 2 5/16" 6 3/8" CL (TYP)COVER SHOWN IN THIS VIEW 31 1/2" CL(TYP) 4 1/2" CL (REF) 8 7/16"SIDE "A" (HLR) SIDE "B" (HLR)30" OPENING SIDE "C"NOTE: 1. FOR PVC SIZES SMALLER THAN 4", USE CONCAST RC41(REDUCING COUPLER). 18" OPENING SIDE "D" H20 RATED - 32,000LB. PER AXLE LOAD. 3/8-16 UNC X 1.5" LG PENTA HD BOLT (P/N: PTA.38-1.5) FOR SECURING THE COVER. BOLT HOLE ISUSED FOR COVER LIFTOPERATIONS. GALV. STEEL COVER P/N: 24-36-FHR ~92 LBS 2" ALUMINUMFLOATING NUTP/N: FLT-NUT-7 STEEL REINFORCED CONCRETE BASEW/CAST-IN GALV. STEELFRAME P/N:FHR-24-36-36-R CON-DUCT TERMINATIONSARE CAST INTO BOX SIDEWALLS AND FITS UP TO 4" PVC PIPE. TO ACCESS THE HOLES, BREAK PLASTIC SEAL. USE 4" TO 2" PVC COUPLING FOR SMALLERCONDUITS CO MM. ALUMINUMID PLATE -"COMM." 6" #57 STONEUNDERHANDHOLE A B C D A B C D 2" SEPARATION BETWEEN ALL CONDUITS 3" COVER ON ALL SIDES (TYP.) 2" SEPARATION BETWEEN ALLCONDUITS 3" COVER ON ALL SIDES (TYP.) 4 WAY DUCT CONCRETE ENCASED IN PROPOSED ROADS AND TEMP. ROADS/CONNECTIONS6 E-309 SCALE: NTS 4 WAY DUCT CONCRETE ENCASED BURIED IN TURF3 E-309 SCALE: NTS 24" (MIN.) 6" 8" 25"(MIN.)26"(MIN.) 24"(MIN.) CIVIL PAVING LEGEND PROPOSED ASPHALT PROPOSED AGGREGATE BASE COURSE (ABC) COMPACTED SUBGRADE PROPOSED PORTLAND CEMENT CONCRETE PAVEMENT A B C D 2" SEPARATION BETWEEN ALL CONDUITS 3" COVER ON ALL SIDES (TYP.) 4 WAY DUCT CONCRETE ENCASED IN PROPOSED PARKING LOTS9 E-309 SCALE: NTS 24"(MIN.) A B C D 2" SEPARATION BETWEEN ALLCONDUITS 3" COVER ON ALL SIDES (TYP.) 4 WAY DUCT CONCRETE ENCASED IN PARKING LOT ENTRY/EXIT PLAZAS12 E-309 SCALE: NTS 24" (MIN.) A B 2" 3" COVER ON ALL SIDES (TYP.) 2 WAY DUCT CONCRETE ENCASED IN PROPOSED PARKING LOTS8 E-309 SCALE: NTS 25"(MIN.) A B 2" 3" COVER ON ALL SIDES (TYP.) 2 WAY DUCT CONCRETE ENCASED IN PARKING LOT ENTRY/EXIT PLAZAS11 E-309 SCALE: NTS 25"(MIN.) A 4" COVER ONALL SIDES (TYP.) 1 WAY DUCT DIRECT EARTH BURIED IN PROPOSED PARKING LOTS7 E-309 SCALE: NTS 26" (MIN.) A 4" COVER ONALL SIDES (TYP.) 1 WAY DUCT DIRECT EARTH BURIED IN PARKING LOT ENTRY/EXIT PLAZAS10 E-309 SCALE: NTS 26" (MIN.) #6 AWG B.S.D. CU.COUNTERPOISE #6 AWG B.S.D. CU. COUNTERPOISE 4'' WIDE REDDETECTABLE TAPE. SEE NOTE 2. SCH. 40 PVC SIZEAS SHOWN ONPLANS (TYP.) SCH. 40 PVC SIZE AS SHOWN ON PLANS (TYP.) SEE CIVIL SPECS FOR COMPACTION #6 AWG B.S.D. CU.COUNTERPOISE 4'' WIDE RED DETECTABLE TAPE. SEE NOTE 2. SCH. 40 PVC SIZE AS SHOWN ON PLANS (TYP.) SEE CIVIL SPECS FOR COMPACTION CONCRETE(NCDOT3000 PSI) CONCRETE (NCDOT3000 PSI) SAND #6 AWG B.S.D. CU. COUNTERPOISE SCH. 40 PVC SIZEAS SHOWN ON PLANS (TYP.) SAND #6 AWG B.S.D. CU. COUNTERPOISE #6 AWG B.S.D. CU. COUNTERPOISE 4'' WIDE RED DETECTABLE TAPE. SEE NOTE 2. SCH. 40 PVC SIZEAS SHOWN ON PLANS (TYP.) SCH. 40 PVC SIZE AS SHOWN ON PLANS (TYP.) CONCRETE (NCDOT 3000 PSI) CONCRETE (NCDOT 3000 PSI) SEE CIVIL SPECS FOR COMPACTION #6 AWG B.S.D. CU.COUNTERPOISE SCH. 40 PVC SIZEAS SHOWN ONPLANS (TYP.) CONCRETE (NCDOT 3000 PSI) #6 AWG B.S.D. CU. COUNTERPOISE SCH. 40 PVC SIZE AS SHOWN ON PLANS (TYP.) CONCRETE (NCDOT 3000 PSI) #6 AWG B.S.D. CU.COUNTERPOISE SCH. 40 PVC SIZEAS SHOWN ONPLANS (TYP.) CONCRETE (NCDOT3000 PSI) #6 AWG B.S.D. CU.COUNTERPOISE SCH. 40 PVC SIZE AS SHOWN ONPLANS (TYP.) CONCRETE (NCDOT 3000 PSI) #6 AWG B.S.D. CU. COUNTERPOISE SCH. 40 PVC SIZE AS SHOWN ON PLANS (TYP.) SAND #6 AWG B.S.D. CU. COUNTERPOISE SCH. 40 PVC SIZE AS SHOWN ON PLANS (TYP.) SAND A B D E A B D E 2" SEPARATION BETWEEN ALLCONDUITS 3" COVER ON ALL SIDES (TYP.) 2" SEPARATIONBETWEEN ALL CONDUITS 3" COVER ON ALL SIDES (TYP.) 6 WAY DUCT CONCRETE ENCASED IN PROPOSED ROADS AND TEMP. ROADS/CONNECTIONS14 E-309 SCALE: NTS 6 WAY DUCT CONCRETE ENCASED BURIED IN TURF13 E-309 SCALE: NTS 24"(MIN.) 6" 8" 24" (MIN.) #6 AWG B.S.D. CU.COUNTERPOISE #6 AWG B.S.D. CU. COUNTERPOISE 4'' WIDE RED DETECTABLE TAPE. SEE NOTE 2. SCH. 40 PVC SIZE AS SHOWN ON PLANS (TYP.) SCH. 40 PVC SIZEAS SHOWN ONPLANS (TYP.) CONCRETE (NCDOT 3000 PSI) CONCRETE (NCDOT 3000 PSI) SEE CIVIL SPECS FOR COMPACTION C F C F 8" SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : c : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 7 \ I L M B P 2 - 1 B - E - 3 0 0 . d w g Pl o t t e d b y : A m b e r K u l e s a Pl o t t e d o n : 8 / 9 / 2 0 2 4 1 1 : 1 2 A M WILMINGTON INTERNATIONAL AIRPORT ALK RJW JDT ENGINEERING PLLC 8226CREEDMOORROAD, SUITE 201RALEIGH, NC27613T 919-522-0628NC LICENSE NO.P-0618 100% DESIGN 08/09/2024 ELECTRICAL DETAILS (SHEET 9 OF 18) E-309 N O R T H C A R O L I N A PR O F E SSIO N A LSEAL 031791 E NGIN E E RR I C H A R D J . W A L L S RACK MOUNT COMM. ENCLOSURE, NEMA 4X, 36"x36"x12" (MIN.) FIBER OPTIC CABLE (FOC) TERMINATION ENCLOSURE- CORNINGLANDSCAPE SOLUTIONS. DESIGNA FURNISHED AND INSTALL EQUIPMENT - NETWORK SWITCH INCOMING / OUTGOING FIBER OPTIC CABLE (FOC), SINGLE MODE SURGE ARRESTOR - ASCO SERIES 100 MODEL NO. 185 OUTDOOR UPS - ALPHA TECH. INC., MODEL NO. ALPHAMICRO1000 OR APPROVED EQUAL. ELECTRIC FAN / VENT, 120-VOLT. NOT SUPPORTED UPS. QUAD OUTLET, 120-VOLT DUAL OUTLET, GFCI, 120-VOLT SWITCH, 120V, 1-POLE FOR HEATER AND FAN ONLY. HEATER HOFFMAN 200-WATT, 120V, NO. DAH12001A OR APPROVED EQUAL. NOT SUPPORTED BY UPS. SURGE SUPPRESSION - VISION TECH. INC., SSP20, 120V, 20A,60KA, (8/20US) FIBER OPTIC PATCH CORD INPUT POWER, 120V, 1-PHASE, SEE PANEL SCHEDULES CAT 6A CABLES - QUANTITY AS NEEDED AND SHOWN ON THE PLANS NOT USED 2-#12 AWG, #12 AWG GND, XHHW OUTPUT OF UPS, 120V, CLEAN POWER. FIBER OPTIC PATCH PANEL - AFL LIGHTLINK LL-580 OPTICAL SPLICING AND DISTRIBUTION ENCLOSURE OR APPROVED EQUAL 72-PORT LC, (TYP OF 3), 33.5"L x 13"Wx 5.625"D, NEMA 3R OR APPROVED EQUAL. 1-36 STRAND FIBER OPTIC CABLE - LOOP A - SINGLE MODE 1-6 STRAND FIBER OPTIC CABLE PER DEVICE BEING SERVIED BY THE COMMUNICATION ENCLSOURE (I.E. PARKING ENTRANCE LANE) AS SHOWN ON PLANS - SINGLE MODE PARKING REVENUE SYSTEM / COMM. ENCLOSURE EQUIPMENT SCHEDULE: PARKING REVENUE SYSTEM - (DESIGNA)3 E-310 SCALE: NTS 12" 18" 6" 6" PARKING REVENUE SYSTEM - (DESIGNA) - ELEVATION VIEW1 E-310 SCALE: NTS 6" 6" 12" (TYP.) PARKING REVENUE SYSTEM - (DESIGNA) - PLAN VIEW2 E-310 SCALE: NTS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 SA FAN INPUT POWERTO UPS 14 4 15 9 10 12 11 17 17 17 17 18 8 5 2 3 6 7 1 5 17 12" 12" SEE DETAIL 4, THISSHEET (TYP.) 1 " PVC TO DEVICES1 " PVC. INCOMINGFIBER OPTIC CABLE 2 " PVC. INCOMING COMM.ENCLOSURE POWER SEE DETAIL 3, THIS SHEETFOR COMM. ENCLOSUREEQUIPMENT 1 " PVC. OUTGOING FIBER OPTIC CABLE #4/0 GROUND LOOP CABLE MINI POWER-ZONE (MPZ). SEEPANEL SCHEDULES ON SHEETSE-302 THRU E-304 3/4" EMT, 3-NO. 12 AWG, XHHW (TYP.) 2" LIQUID TIGHT CONDUIT. UPSINPUT POWER- 3-NO. 12 AWG,XHHW (TYP) OUTPUT POWER- 3-NO. 12 AWG, XHHW (TYP)-CLEAN POWER 13 SPARE SEE DETAIL 4,THIS SHEET (TYP.) COMM. ENCLOSURE PVC SLEEVE1" CHAMFER(TYP.) RACK MOUNTED COMM. BOX NEAR MONTEITH TRAILER4 E-310 SCALE: NTS SA FAN INPUT POWER TO UPS 14 20 9 10 12 11 17 17 18 8 6 7 1 17 3/4" EMT, 3-NO. 12AWG, XHHW (TYP.) 2" LIQUID TIGHT CONDUIT. UPSINPUT POWER- 3-NO. 12 AWG,XHHW (TYP) OUTPUT POWER- 3-NO. 12 AWG, XHHW (TYP)-CLEAN POWER SPARE 19 20 20 1 6 12 18 24 36 19 1 6 12 18 24 36 72 72 20 20 21 21 SEE RACK MOUNT ENCLOSURE, SHEET E-306 15 SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : c : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 7 \ I L M B P 2 - 1 B - E - 3 0 0 . d w g Pl o t t e d b y : J i m m y W a g n e r Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 6 : 5 9 P M WILMINGTON INTERNATIONAL AIRPORT ALK RJW JDT ENGINEERING PLLC 8226CREEDMOORROAD, SUITE 201RALEIGH, NC27613T 919-522-0628NC LICENSE NO.P-0618 100% DESIGN 08/09/2024 E-310 ELECTRICAL DETAILS (SHEET 10 OF 20) 1 ADDENDUM 1 8/23/24 1 4' 3' 12" NOTES 18" SCALE: BOLLARD DETAIL NTS 5 E-311 PAVEMENT 4" 4"A A TICKET DISPENSER CONTROL GATE Hello SCALE: LOOP INSTALLATION DETAIL NTS 1 E-311 SCALE: LOOP STUB OUT DETAILS NTS 2 E-311 SCALE: KNOX SWITCH LOCATION NTS 3 E-311 SCALE: EQUIPMENT LEGEND AND CONDUIT STUB OUT LOCATIONS NTS 4 E-311 SECTION A-A WITHWIRE PLACEMENT CUT 1/4" X 1" DEEP SLOT FOR LOOP WIRE. USE 3/8" FOAM BACKER ROD TO HOLD WIRE IN PLACE BEFORE SEALING. DRIVEWAY SIDE 6" Gate Base Entry/Exit Device LPR Camera SAFETY LOOP 22" 1. THE CONCRETE BASE OF THE BOLLARD SHALL BEINSTALLED FLUSH WITH THE EXISTING PAVEMENT WITH NO ADDITIONAL PAVEMENT INSTALLED OVER IT. 2. BOLLARDS SHALL BE INSTALLED AROUND GATES, LPRS AND TERMINALS. 3. ACCESS PADS SHALL BE INSTALLED PER DETAIL. 4. MEANS AND METHODS FOR INSTALLING BOLLARDS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 18 "15 " 12 " 4' 3' 12"18" CURB TURF 3 TURNS, #14 - #18 AWG STRANDED, THHN OR EQUIVALENT TYPE WIRE FOR A TYPICAL 2' 6" X 6' LOOP. NOSPLICING SHALL BE ALLOWED. TWIST LOOP LEAD-INWIRES A MINIMUM OF 10TURNS PER FOOT 3/4" CONDUIT TYPICAL TO ACCOMMODATE CONDUIT SEALANT BACKER RODWIRES CURB FACE OF TYPICAL PCC CONCRETE SLAB ISLAND KNOX BOX LOCATION 4" SCHEDULE 40 STEEL PIPE, PRIME AND PAINT YELLOW. SMOOTHCONCRETE DOME EXISTING GROUND CONCRETE FOUNDATION 4" SCHEDULE 40 STEEL PIPE, PRIME AND PAINT TEAL. . SMOOTHCONCRETE DOME PROPOSED CURB CONCRETE FOUNDATION BOLLARD (TYP.) SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : c : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 7 \ I L M B P 2 - 1 B - E - 3 0 0 . d w g Pl o t t e d b y : A m b e r K u l e s a Pl o t t e d o n : 8 / 9 / 2 0 2 4 1 1 : 1 3 A M WILMINGTON INTERNATIONAL AIRPORT ALK RJW JDT ENGINEERING PLLC 8226CREEDMOORROAD, SUITE 201RALEIGH, NC27613T 919-522-0628NC LICENSE NO.P-0618 100% DESIGN 08/09/2024 ELECTRICAL DETAILS (SHEET 11 OF 18) E-311 N O R T H C A R O L I N A PR O F E SSIO N A LSEAL 031791 E NGIN E E RR I C H A R D J . W A L L S SCALE: GATE DETAIL NTS 1 E-312 SCALE: CAMERA DETAIL NTS 2 E-312 SCALE: TERMINAL DETAIL NTS 3 E-312 SCALE: TERMINAL DETAIL NTS 4 E-312 SCALE: BOLLARD LOCATION EXIT LANE DETAIL NTS 5 E-312 6" 6" 6" NOTES: BOLLARDS ARE 4" IN DIAMETER, TYPICAL. 1' 6 " 24 ' 10 ' 4' 1' 6 " 24 ' 10 ' 4' 4 ' 1 0 ' 2 4 ' 2 ' 4 ' 1 0 ' 2 4 ' 2 ' 6 " 6 " 6" SCALE: BOLLARD LOCATION ENTRANCE LANE DETAIL NTS 5 E-312 1 ' 2 " 1 ' 2 " 1' 2 " 1' 2 " 1' 2 " 1' 2 " 1' 2 " 1' 2 " 1 ' 2 " 1 '2 " 1 ' 2 " 1 ' 2 " SELECT OPTION WITH RIGID BARRIER ARM. A HINGED ARM WILL NOT BE ACCEPTED. POLE MOUNTEDCAMERA (TYP.) TICKET SPITTER(TYP.) LIFT ARM GATE (TYP.) BOLLARD(TYP.) SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : c : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 7 \ I L M B P 2 - 1 B - E - 3 0 0 . d w g Pl o t t e d b y : A m b e r K u l e s a Pl o t t e d o n : 8 / 9 / 2 0 2 4 1 1 : 1 3 A M WILMINGTON INTERNATIONAL AIRPORT ALK RJW JDT ENGINEERING PLLC 8226CREEDMOORROAD, SUITE 201RALEIGH, NC27613T 919-522-0628NC LICENSE NO.P-0618 100% DESIGN 08/09/2024 ELECTRICAL DETAILS (SHEET 12 OF 18) E-312 N O R T H C A R O L I N A PR O F E SSIO N A LSEAL 031791 E NGIN E E RR I C H A R D J . W A L L S SCALE: 1 E-313 LOT F ENTRY PLAZA SITE PLAN NTS CONDUIT SCHEDULE MARK SIZE DESCRIPTION C01 1" POWER FEEDER, ONE 120V 20A CIRCUIT FROM POWER SOURCE. IFTHERE ARE MULTIPLE POWER FEEDERS IN A CONDUIT, A "#X" WILLAPPEAR NEXT TO THE KEY NOTE. "#X" = NUMBER OF POWER FEEDERS INSIDE CONDUIT. C02 1"POWER CONDUIT FROM EQUIPMENT C05 1/2"LOOP LEAD-IN C08 1"DATA CONDUIT FROM EQUIPMENT (CAT 6A CABLE) C09 1 1/2"DATA FROM FACILITIES MANAGEMENT SYSTEM (4 CATA CABLES) NOTES: 1. ALL DATA CABLE RUNS FROM THE DATA SOURCE TO THE ISLANDS MUST BE UNDER 300' 2. ALL CONDUITS ARE TO BE 1" UNLESS OTHERWISE NOTED 3. EACH LANE IS TO HAVE (1) 20 AMP CIRCUIT 4. ALL CONDUIT IS TO BE GROUPED AND TIGHTLY BUNDLED IN THE CENTER OF THE EQUIPMENT. 5. CONTRACTOR MUST AVOID ENTRY/EXIT PLAZACANOPY FOOTERS WHEN INSTALLING CONDUIT. 1 2 5 8 9 SCALE: 2 E-313 MAIN LOT ENTRY PLAZA 1 SITE PLAN NTS SCALE: 3 E-313 MAIN LOT EXIT PLAZA SITE PLAN NTS 1- 2 " C 1- 2 " C 1-1"C 2-4"C 2 -2 "C 2- 2 " C 2- 4 " C C P 6' (TYP.) 3' (T YP.) 18" (TYP.) C P P LIFT ARM GATE SAFETY LOOP TICKET SPITTER POLE MOUNTEDCAMERA POWER AND COMM. HANDHOLE. P = POWER HANDHOLE. C = COMM. HANDHOLE. SEE DETAIL 13, SHEET ##### (TYP.) LEGEND CP CP CP CP CP CP CP CP 18" (TYP.) 6' (TYP.) 3' ( TY P . ) 6' (TYP.) 3' ( TY P . ) 18" (TYP.) 1- 2 " C 1-2 "C 4-4"C 4-4"C 2-2"C 1-4"C 1-4"C 1-4"C 1-4"C 1-4"C 1-4"C 1-4"C 1-4"C 1-4"C 1-4"C 1-4"C 1-4"C 1-4"C 1-4"C 1 TICKET SPITTER (TYP.) 2 8 5 5 1 5 2 8 5 8 9 9 8 8 LIFT ARM GATE (TYP.) ELECTRIC RACK -POWER PANEL ANDCOMM. ENCLOSURE.SEE DETAIL SHEET E-310 (TYP.) POLE MOUNTEDCAMERA (TYP.) SAFETY LOOP (TYP.) 1-6 STRAND FOC MDPW-24,26 POWER AND COMM.HANDHOLE. SEEDETAIL 13, SHEET##### (TYP.) SEE SHEET E-201FOR CONTINUATION SEE SHEETE-201 FOR CONTINUATION SEE SHEET E-201 FOR CONTINUATION ENTRY PLAZACANOPY (NOTE 5) 5 5 5 5 5 5 5 5 5 5 5 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 1 1 1 1 9 4 CAT6A CABLES 9 9 9 5 5 5 5 5 5 5 5 5 5 5 2 8 2 8 2 8 2 8 1 2 2 9 8 8 1 2 2 9 8 8 1 2 2 9 8 8 1 2 2 9 8 8 1 2 2 9 8 8 1 2 2 9 8 8 1 2 2 9 8 8 SEE SHEET E-205 FOR CONTINUATION ELECTRIC RACK - POWER PANEL AND COMM. ENCLOSURE.SEE DETAIL SHEETE-310 (TYP.) ENTRY PLAZA CANOPY (NOTE 5) SEE SHEET E-205 FOR CONTINUATION SEE SHEETE-202 FOR CONTINUATION SPARE 1 28 CAT6ACABLES 24 CAT6A CABLES 20 CAT6A CABLES 16 CAT6ACABLES 12 CAT6A CABLES 8 CAT6A CABLES 4 CAT6A CABLES 17X 6X 15X 14X 13X 12X 1 LANE 1 LANE 2 LANE 3 LANE 4 LANE 5 LANE 6 LANE 7 C 18" (TYP.) ADMIN. BUILDING LANE 1 LANE 2 LANE 3 LANE 4 LANE 1 LANE 2 EXIT PLAZACANOPY (NOTE 5) IDF ROOM SEE ARCHITECTURAL PLANS FOR MORE INFORMATION ON ADMIN BUILDING/IDF ROOM. 1 - 4" C SEE ARCHITECTURAL PLANS FOR CONDUIT SIZES ENTERING THE ADMIN. BUILDING IDF ROOM 4- 4 " C 4- 4 " C SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : c : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 7 \ I L M B P 2 - 1 B - E - 3 0 0 . d w g Pl o t t e d b y : A m b e r K u l e s a Pl o t t e d o n : 8 / 9 / 2 0 2 4 1 1 : 1 3 A M WILMINGTON INTERNATIONAL AIRPORT ALK RJW JDT ENGINEERING PLLC 8226CREEDMOORROAD, SUITE 201RALEIGH, NC27613T 919-522-0628NC LICENSE NO.P-0618 100% DESIGN 08/09/2024 ELECTRICAL DETAILS (SHEET 13 OF 18) E-313 N O R T H C A R O L I N A PR O F E SSIO N A LSEAL 031791 E NGIN E E RR I C H A R D J . W A L L S SCALE: 1 E-314 EXISTING LOT F ENTRY/EXIT PLAZA DEMOLITION PLAN NTS SCALE: 2 E-314 NEW MAIN LOT ENTRY PLAZA 2 SITE PLAN NTS NOTES: 1. ALL DATA CABLE RUNS FROM THE DATA SOURCE TO THE ISLANDS MUST BE UNDER 300' 2. ALL CONDUITS ARE TO BE 1" UNLESS OTHERWISE NOTED 3. EACH LANE IS TO HAVE (1) 20 AMP CIRCUIT 4. ALL CONDUIT IS TO BE GROUPED AND TIGHTLY BUNDLED IN THE CENTER OF THE EQUIPMENT. 5. CONTRACTOR MUST AVOID EXIT PLAZACANOPY FOOTERS WHEN INSTALLING CONDUIT. 6. PARKING REVENUE EQUIPMENT MAY BE RELOCATED/RE-USED AT NEW ENTRY PLAZA. CONDUIT SCHEDULE MARK SIZE DESCRIPTION C01 1"POWER FEEDER, ONE 120V 20A CIRCUIT FROM POWER SOURCE C02 1"POWER CONDUIT FROM EQUIPMENT C05 1/2"LOOP LEAD-IN C08 1"DATA CONDUIT FROM EQUIPMENT (CAT 6A CABLE) C09 1 1/2" DATA FROM FACILITIES MANAGEMENT SYSTEM 1 2 5 8 9 1-2"C 4-4"C EXISTING 2-2"C 1 - 2"C 6' ( TY P . ) 3' (TYP.)18" (TYP.) P 2-4" H D PE DIR EC TION AL D RILL REMOVEEXISTING POWER PANEL PG REMOVE EXISTING COMM. ENCLOSURE REMOVE/SALVAGE EXISTING LIFT ARMGATE (NOTE 6) REMOVE/SALVAGE EXISTING POLE MOUNTED CAMERAS (NOTE 6) REMOVE/SALVAGE EXISTING TICKETSPITTER (NOTE 6) REMOVE/SALVAGE EXISTING LIFT ARM GATE (NOTE 6) REMOVE/SALVAGE EXISTING TICKET SPITTER (NOTE 6) REMOVE/SALVAGE EXISTING POLE MOUNTED CAMERAS (NOTE 6) 1-6 STRAND FOC MDPN-7,9 11 1 55 5 5 5 5 2 8 28 2 8 9 9 9 8 84 CAT6A CABLES 4 CAT6ACABLES 4 CAT6A CABLES 8 8 8 LIFT ARM GATE (TYP.) (NOTE 6) TICKET SPITTER (TYP.) (NOTE 6) POLE MOUNTEDCAMERA (TYP.) (NOTE 6) SAFETY LOOP (TYP.) ELECTRIC RACK -POWER PANEL AND COMM. ENCLOSURE. SEE DETAIL SHEET E-310 (TYP.) POWER HANDHOLE.SEE DETAIL 13,SHEET ##### (TYP.) SEE SHEETE-203 FOR CONTINUATION SEE SHEET E-203 FOR CONTINUATION SEE SHEET E-203 FOR CONTINUATION SEE SHEET E-203 FORCONTINUATION LANE 1 LANE 2 LANE 3 SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : c : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 7 \ I L M B P 2 - 1 B - E - 3 0 0 . d w g Pl o t t e d b y : A m b e r K u l e s a Pl o t t e d o n : 8 / 9 / 2 0 2 4 1 1 : 1 3 A M WILMINGTON INTERNATIONAL AIRPORT ALK RJW JDT ENGINEERING PLLC 8226CREEDMOORROAD, SUITE 201RALEIGH, NC27613T 919-522-0628NC LICENSE NO.P-0618 100% DESIGN 08/09/2024 ELECTRICAL DETAILS (SHEET 14 OF 18) E-314 N O R T H C A R O L I N A PR O F E SSIO N A LSEAL 031791 E NGIN E E RR I C H A R D J . W A L L S 6" CURB, SEE CIVIL, TYP. POWERHANDHOLE(TYP.) COMM. HANDHOLE (TYP.) 1" RGS CONDUIT FOR VMS SIGN COMM. (CAT6A CABLE). CONNECT VMS COMM. TO LIFT ARMGATE (TYP.) PROPERLY SIZED JUNCTION BOX (NEMA 4X) (TYP.)1" RGS CONDUIT FOR DOWNLIGHT POWER. CIRCUIT FOR DOWNLIGHT POWER TO BE ROUTED BACK TO POWER PANEL IN IDF ROOM OF ADMIN BUILDING. ROUTE RGS CONDUITS INSIDE CANOPY COLUMN TO POWER/COMM. HANDHOLE (TYP.) CABLE FOR DOWNLIGHTS POWER TO BE ROUTED IN CONDUIT THROUGH BUILDING TO IDF ROOM POLE MOUNTEDLICENSE PLATEREADER CAMERA (TYP.) CANOPY COLUMN (TYP.) LIFT ARM GATE (TYP.) BOLLARD (TYP.) EXIT CANOPY DOWNLIGHT(TYP.) LANE ENTRY/EXIT DYNAMIC SIGN BYDESIGNA (TYP.) DYNAMIC SIGNMOUNTING (TYP.) ROUTE CAT6A CABLE IN 1" RGS CONDUIT INSIDE POLE USED FOR MOUNTING DYNAMIC SIGN LANE ENTRY/EXITDYNAMIC SIGN BYDESIGNA (TYP.) USE UNDERGROUND CONDUIT TO ROUTE CAT6A CABLE TO LIFTARM GATE UNDERGROUND CONDUIT BETWEEN POWER AND COMM. HANDHOLES (TYP.) 1" RGS CONDUIT FOR DYNAMIC SIGN POWER.CIRCUIT FOR DYNAMIC SIGN POWER TO BE ROUTED BACK TO POWER PANEL IN IDF ROOM OF ADMIN BUILDING ADMIN BUILDING. SEE ARCHITECTURAL PLANS 1" RGS CONDUIT FOR DYNAMIC SIGN POWER. 1"RGS CONDUIT FOR DYNAMIC SIGN COMM.1" RGS CONDUIT FOR DOWNLIGHT POWER. ROUTE CONDUITS INSIDE CANOPY COLUMN. SEE DETAIL 1, THIS SHEET FOR CONTINUATION.1" RGS CONDUIT FOR DOWNLIGHT POWER ROUTED INSIDE EXIT CANOPY COLUMN. SEE DETAIL 1, THIS SHEET FOR CONTINUATION. PROPERLY SIZEDJUNCTION BOX(NEMA 4X) (TYP.) EXIT PLAZA CANOPY EXIT PLAZACANOPYDOWNLIGHT (TYP.) LANE ENTRY/EXIT DYNAMIC SIGN BY DESIGNA SCALE: 1 E-315 EXIT CANOPY DYNAMIC SIGN AND DOWNLIGHT POWER/COMM. PLAN - ELEVATION VIEW NTS SCALE: 2 E-315 EXIT CANOPY DYNAMIC SIGN AND DOWNLIGHT POWER/COMM. PLAN - ELEVATION VIEW NTS ADMIN BUILDING. SEE ARCHITECTURAL PLANS 2 E-315 OPERABLEBARRIER, SEEELECTRICAL PLANS,TYP. SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : c : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 7 \ I L M B P 2 - 1 B - E - 3 0 0 . d w g Pl o t t e d b y : A m b e r K u l e s a Pl o t t e d o n : 8 / 9 / 2 0 2 4 1 1 : 1 3 A M WILMINGTON INTERNATIONAL AIRPORT ALK RJW JDT ENGINEERING PLLC 8226CREEDMOORROAD, SUITE 201RALEIGH, NC27613T 919-522-0628NC LICENSE NO.P-0618 100% DESIGN 08/09/2024 ELECTRICAL DETAILS (SHEET 15 OF 18) E-315 N O R T H C A R O L I N A PR O F E SSIO N A LSEAL 031791 E NGIN E E RR I C H A R D J . W A L L S FINISH FLOOR LANE ENTRY/EXITDYNAMIC SIGN BYDESIGNA (TYP.) LANE ENTRY/EXITDYNAMIC SIGN BY DESIGNA (TYP.) EXIT CANOPY DOWNLIGHT (TYP.) POLE MOUNTED LICENSE PLATE READER CAMERA (TYP.) CANOPY COLUMN(TYP.) LIFT ARM GATE (TYP.) BOLLARD (TYP.)6" CURB, SEE CIVIL (TYP.) DYNAMIC SIGN MOUNTING (TYP.) EXIT PLAZA CANOPY USE UNDERGROUND CONDUIT TO ROUTE CAT6A CABLE TO LIFT ARM GATE PROPERLY SIZED JUNCTION BOX (NEMA 4X) (TYP.) CABLE FOR DOWNLIGHTS POWER TO BE ROUTED IN CONDUIT MINI POWER ZONE 1" RGS CONDUIT FOR VMS SIGN COMM.(CAT6A CABLE).CONNECT VMS COMM. TO LIFT ARM GATE (TYP.) ROUTE RGS CONDUITS INSIDE CANOPY COLUMN (TYP.) UNDERGROUNDCONDUIT (TYP.) 1" RGS CONDUIT FOR DOWNLIGHT POWER. CIRCUIT FOR DOWNLIGHT POWER TO BE ROUTED BACK TOMINI-POWER ZONE 1" RGS CONDUIT FOR DYNAMIC SIGN POWER. CIRCUIT FOR DYNAMIC SIGN POWER TO BEROUTED BACK TO MINI-POWER ZONE ROUTE CAT6A CABLE IN 1" RGS CONDUIT INSIDE POLE USED FORMOUNTING DYNAMIC SIGN GATE ARM (TYP.) BOLLARD, TYP. TICKETDISPENSER,TYP. POLE MOUNTED LICENSE PLATE READER CAMERA (TYP.) BOLLARD, TYP. 6" CURB, SEE CIVIL, TYP. FINISH FLOOR LANE ENTRY/EXIT DYNAMIC SIGNAGE PROVIDED BY AND INSTALLED BY OTHERS, TYP. CONTRACTOR SHALL INCLUDE PROPOSED MOUNTS IN SHOP DRAWINGS. POLE MOUNTED LICENSE PLATE READER CAMERA (TYP.) OPERABLE BARRIER, SEEELECTRICAL PLANS, TYP. BOLLARD, TYP. 6" CURB, SEE CIVIL, TYP. CANOPY COLUMN, TYP. UNDERGROUND COMM CONDUIT (TYP.) UNDERGROUNDPOWER /COMM CONDUIT (TYP.) CANOPY COLUMN PROPERLY SIZED JUNCTION BOX (NEMA 4X) (TYP.) DOWNLIGHT (TYP.) UNDERGROUNDPOWER /COMM CONDUIT (TYP.) EXIT PLAZA CANOPY 1" RGS CONDUIT FOR DOWNLIGHT POWER ROUTED INSIDE EXIT CANOPY COLUMN. SEE DETAIL 1, THIS SHEET FOR CONTINUATION. SCALE: 1 E-316 EXIT CANOPY DYNAMIC SIGN AND DOWNLIGHT POWER/COMM. PLAN - ELEVATION VIEW NTS SCALE: 2 E-316 EXIT CANOPY DYNAMIC SIGN AND DOWNLIGHT POWER/COMM. PLAN - ELEVATION VIEW NTS SCALE: 3 E-316 EXIT CANOPY DYNAMIC SIGN AND DOWNLIGHT POWER/COMM. PLAN - ELEVATION VIEW NTS 1" RGS CONDUIT FOR DYNAMIC SIGN POWER. 1" RGS CONDUIT FOR DYNAMIC SIGN COMM. 1" RGS CONDUIT FOR DOWNLIGHT POWER. ROUTE CONDUITS INSIDE CANOPY COLUMN.SEE DETAIL 1, THIS SHEET FOR CONTINUATION. LANE ENTRY/EXIT DYNAMIC SIGN BY DESIGNA POWER/COMM. RACK SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : c : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 7 \ I L M B P 2 - 1 B - E - 3 0 0 . d w g Pl o t t e d b y : A m b e r K u l e s a Pl o t t e d o n : 8 / 9 / 2 0 2 4 1 1 : 1 3 A M WILMINGTON INTERNATIONAL AIRPORT ALK RJW JDT ENGINEERING PLLC 8226CREEDMOORROAD, SUITE 201RALEIGH, NC27613T 919-522-0628NC LICENSE NO.P-0618 100% DESIGN 08/09/2024 ELECTRICAL DETAILS (SHEET 16 OF 18) E-316 N O R T H C A R O L I N A PR O F E SSIO N A LSEAL 031791 E NGIN E E RR I C H A R D J . W A L L S SCALE: 1 E-317 LOT F ENTRY PLAZA GROUNDING PLAN NTS C P TICKETSPITTER(TYP.) LIFT ARM GATE (TYP.)ELECTRIC RACK -POWER PANEL ANDCOMM. ENCLOSURE.SEE DETAIL SHEET E-310 (TYP.) POLE MOUNTED CAMERA (TYP.) ENTRY PLAZACANOPY (NOTE 5) LANE 1 LANE 2 SCALE: 2 E-317 MAIN LOT ENTRY PLAZA 1 GROUNDING PLAN NTS LANE 1 LANE 2 LANE 3 LANE 4 SCALE: 3 E-317 NEW MAIN LOT ENTRY PLAZA 2 GROUNDING PLAN NTS P LIFT ARMGATE (TYP.) TICKET SPITTER(TYP.) POLE MOUNTED CAMERA (TYP.) ELECTRIC RACK - POWER PANEL AND COMM. ENCLOSURE. SEE DETAIL SHEET E-310 (TYP.) LANE 1 LANE 2 LANE 3 ELECTRIC RACK -POWER PANEL AND COMM. ENCLOSURE. SEE DETAIL SHEET E-310 (TYP.) ENTRY PLAZA CANOPY (NOTE 5) #4 AWG DOWNLEADER SURFACE MOUNTED TO CANOPY. ROUTED INSIDE VERTICAL CANOPY COLUMNTO GROUND LOOP (TYP.) #2/0 BARE COPPER (TYP.) #2/0 BARE COPPER (TYP) #2/0 BARE COPPER (TYP.) #4 AWG DOWNLEADER SURFACE MOUNTED TO CANOPY. ROUTED INSIDE VERTICAL CANOPY COLUMN TO GROUND LOOP (TYP.) GROUNDING LEGEND GROUND WELL LIGHTNING PROTECTION AIR TERMINAL GW GWGW GW GW GW GW GWGW GW GW 3/4" X 10' GROUND ROD IN GROUNDWELL (TYP) 3/4" X 10'GROUND RODIN GROUND WELL (TYP) SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : c : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 7 \ I L M B P 2 - 1 B - E - 3 0 0 . d w g Pl o t t e d b y : A m b e r K u l e s a Pl o t t e d o n : 8 / 9 / 2 0 2 4 1 1 : 1 3 A M WILMINGTON INTERNATIONAL AIRPORT ALK RJW JDT ENGINEERING PLLC 8226CREEDMOORROAD, SUITE 201RALEIGH, NC27613T 919-522-0628NC LICENSE NO.P-0618 100% DESIGN 08/09/2024 ELECTRICAL DETAILS (SHEET 17 OF 18) E-317 N O R T H C A R O L I N A PR O F E SSIO N A LSEAL 031791 E NGIN E E RR I C H A R D J . W A L L S IDF ROOMIN ADMIN.BUILDING (LOOP C) 1-36 STRAND FOC (AIRPORT FIBER - LOOP C) COMM. ENCLOSURE NEARCONSTRUCTIONTRAILERS (LOOP A) MAIN LOTENTRANCE 1 LOT F ENTRANCE BUS STOP 1 (LOOP B) MARCH LOT EXIT MAIN LOT ENTRANCE 2 BUS STOP 2 (LOOP B) ILM TERMINAL BUILDING LOWER LEVEL - BUILDING MANAGEMENT ROOM. SEE DETAIL 2, THISSHEET MAIN LOTENTRANCE 2 MARCH LOT ENTRANCE SCALE: 1 E-318 PARKING LOT FIBER OPTIC LOOP SINGLE LINE DIAGRAM NTS EXISTING DESIGNACOMPUTERSCREEN EXISTING DESIGNA CPU / SERVER DESK CCTV RACK SCALE: 2 E-318 ILM TERMINAL BUILDING LOWER LEVEL - BUILDING MANAGEMENT ROOM NTS 1-36 STRAND FOC (AIRPORT FIBER - LOOP B) 1-36 STRAND FOC (AIRPORT FIBER - LOOP A) 1-36 STRAND FOC (AIRPORT FIBER - LOOP A) 1-36 STRAND FOC (AIRPORT FIBER - LOOP B) 1-36 STRAND FOC (AIRPORT FIBER - LOOP C) 1-36 STRAND FOC (AIRPORT FIBER - LOOP C) 1-36 STRAND FOC (AIRPORT FIBER - LOOP B) 1-36 STRAND FOC (AIRPORT FIBER - LOOP A) 1-36 STRAND FOC (AIRPORT FIBER - LOOP A) 1-36 STRAND FOC (AIRPORT FIBER - LOOP B) 1-36 STRAND FOC (AIRPORT FIBER - LOOP C) FIBER OPTIC CABLE LEGEND FIBER OPTIC CABLE (LOOP A) FIBER OPTIC CABLE (LOOP B) FIBER OPTIC CABLE (LOOP C) 1-12 STRAND FIBER OPTIC CABLE (PRCS) 1-6 STRAND FOC (AIRPORT FIBER - LOOP A) 1-6 STRAND FOC (AIRPORT FIBER - LOOP B) 1-6 STRAND FOC(AIRPORT FIBER - LOOP C) 1-6 STRAND FOC (AIRPORT FIBER - LOOP C) 1-6 STRAND FOC (AIRPORT FIBER - LOOP C) 1-6 STRAND FOC (AIRPORT FIBER - LOOP A) 1-12 STRAND FOC (PRCS) 1-12 STRAND FOC (PRCS) 1-12 STRAND FOC (PRCS) 1-12 STRAND FOC (PRCS) 1-36 STRAND FOC (AIRPORT FIBER - LOOP C) 1-36 STRAND FOC (AIRPORT FIBER - LOOP B) 1-36 STRAND FOC (AIRPORT FIBER - LOOP A) 1-12 STRAND FOC (PRCS) 1-36 STRAND FOC (AIRPORT FIBER - LOOP A) 1-36 STRAND FOC (AIRPORT FIBER - LOOP B) 1-36 STRAND FOC (AIRPORT FIBER - LOOP C)1-12 STRAND FOC (PRCS) VMS SIGN RD-DIR.010 VMS SIGNRD-DIR.012 VMS SIGN RD-DY.011 1-6 STRAND FOC (AIRPORT FIBER - LOOP A)1-6 STRAND FOC (AIRPORT FIBER - LOOP A)1-6 STRAND FOC (AIRPORT FIBER - LOOP A) NEW COMMRACK - SEEDETAIL 3, THISSHEET EXISTINGCOMMRACK MOUNTINGHOLES LATCHEDCOVER A B C D E F G H I J K L FIBER OPTIC SPLICE CASSETTE MOUNTING4 E-318 SCALE: NTS FIELD LABEL FIBER OPTICSPLICECASSETTE -PRE-LOADED LCPORT FRAMEMOUNTINGHOLE FIBER OPTIC SPLICE HOUSING5 E-318 SCALE: NTS FIBER OPTIC SPLICEHOUSING -FRONTCOVER NOT SHOWN 1 2 3 4 5 6 1 2 3 4 5 6 EXISTING FIBER OPTIC SPLICE FRAME-FLOOR MOUNTED / OPEN FRAME3 E-318 SCALE: NTS FIBER OPTIC SPLICEHOUSING -FRONTCOVER NOT SHOWN- SEE DETAIL 4 AND5, THIS SHEET VERTICAL CABLEMANAGEMENTSYSTEM (6"MIN). 48-PORT CAT6APATCH PANEL BAY #1 UPS EXTREMETEMPERATURENETWORK, INCSMART 1548 ORAPPROVED EQUAL -POWER FROM LOCALPOWER PANEL, 120V,3-#10 AWG, XHHWEACH IN EMTCONDUIT FOCCASSETTE 1.1 FOCCASSETTE 1.2 FOCCASSETTE 1.4 FOCCASSETTE 1.3 12-OUTLETRACK (120V) EXISTING WALLMOUNT COMM. ENCLOSURE (TYP OF 3) ELECTRICAL DETAILS (SHEET 18 OF 20) E-318 SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : c : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 7 \ I L M B P 2 - 1 B - E - 3 0 0 . d w g Pl o t t e d b y : J i m m y W a g n e r Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 6 : 5 9 P M WILMINGTON INTERNATIONAL AIRPORT ALK RJW JDT ENGINEERING PLLC 8226CREEDMOORROAD, SUITE 201RALEIGH, NC27613T 919-522-0628NC LICENSE NO.P-0618 100% DESIGN 08/09/2024 1 ADDENDUM 1 8/23/24 1 1 1 1 1 PROVIDE ALL NECCESSARY EQUIPMENT (JBOX, MEDIA CONVERTER,NETWORK SWITCHES, DISCONNECT, ETC.) TO SUPPORT LED DISPLAYS GROUND LOOP 1/0 AWG 3/4" X 10 GROUND ROD FRONT SIDE OF SIGN - SEE VMS PLANS FOR SIGN DETAILSFOUNDATION - SEE VMS PLANS FOR FOUNDATION DETAILS PO W E R C O N D U I T S CO M M . C O N D U I T S SCALE: 2 E-319 REAR ELEVATION - TYPE D - HYBRID PARKING DIRECTORY - ELECTRICAL NTS SCALE: 1 E-319 VMS ELECTRICAL PLAN - PLAN VIEW NTS TYPE III LED DISPLAY TYPE III LED DISPLAY FUSED DISCONNECT SWITCH - PROPERLY SIZE, NEMA 4X DISCONNECT SWITCH 12" +/- 12" +/- ELECTRICAL DETAILS (SHEET 19 OF 20) E-319 SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : c : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 7 \ I L M B P 2 - 1 B - E - 3 0 0 . d w g Pl o t t e d b y : J i m m y W a g n e r Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 6 : 5 9 P M WILMINGTON INTERNATIONAL AIRPORT ALK RJW JDT ENGINEERING PLLC 8226CREEDMOORROAD, SUITE 201RALEIGH, NC27613T 919-522-0628NC LICENSE NO.P-0618 100% DESIGN 08/09/2024 1 ADDENDUM 1 8/23/24 1 NEW SHEET SCALE: 1 E-320 VMS SERVER DIAGRAM NTS SCALE: 2 E-320 DESIGNA SERVER DIAGRAM NTS PARKING ADMIN BUILDING CPU WITH SCREEN, KEYBOARD, MOUSE VMSNETWORKSWITCH FIBER OPTIC PATCH PANEL CAT 6A CABLE - VMS SIGNS AT PARKING ADMIN. BUILDING EXIT LANES (QUANTITY AS NEEDED AND SHOWN ON PLANS) FIBER OPTIC PATCH PANEL (IN & OUT CONNECTION) FIBER OPTICENCLOSURE RACKMOUNTED (SEE DETAIL 4,SHEET E-310) VMS RD-DIR.012 VMS RD-DIR.011 VMS RD-DIR.010 PARKING ADMIN BUILDING CPU WITH SCREEN, KEYBOARD, MOUSE DESIGNANETWORKSWITCH FIBER OPTIC PATCH PANEL FIBER OPTIC PATCH PANEL (IN & OUT CONNECTION) FIBER OPTICENCLOSURE RACKMOUNTED (SEE DETAIL 4,SHEET E-310) LOT F ENTRANCE MAIN LOT ENTRANCE 1 PROPERLY SIZED UPS - PER DESIGNA RECOMMENDATIONS MAIN LOT ENTRANCE 2 MARCH LOT ENTRANCE MARCH LOT EXIT TERMINAL BUILDINGMAINTENANCE ROOM PROPERLY SIZED UPS - PER VMS VENDOR RECOMMENDATIONS 1-6STRAND FOC 1-6STRAND FOC 1-6 STRAND FOC 1-6 STRAND FOC 1-6 STRAND FOC 1-6 STRAND FOC 1-6 STRAND FOC 1- 6 S T R A N D F O C CAT 6A CABLE - DESIGNA EQUIPMENT AT PARKING ADMIN. BUILDING EXIT LANES (QUANTITY AS NEEDED AND SHOWN ON PLANS) CAT 6A CABLE - DESIGNA EQUIPMENT AT PARKING ADMIN. BUILDING EXIT LANES (QUANTITY AS NEEDED AND SHOWN ON PLANS) CAT 6A CABLE - DESIGNA EQUIPMENT AT PARKING ADMIN. BUILDING EXIT LANES (QUANTITY AS NEEDED AND SHOWN ON PLANS) CAT 6A CABLE - DESIGNA EQUIPMENT AT PARKINGADMIN. BUILDING EXIT LANES(QUANTITY AS NEEDED ANDSHOWN ON PLANS) 1-36 STRAND FOC 1-36 STRAND FOC1-36 STRAND FOC 1-36 STRAND FOC 1-36 STRAND FOC NOTES. 1. THE CONTRACTOR SHALL COORDINATE WITH DESIGNA AND THE VMS VENDOR TO PROVIDE A FULL AND COMPLETE SYSTEM. ELECTRICAL DETAILS (SHEET 20 OF 20) E-320 SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : c : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 3 2 9 4 7 \ I L M B P 2 - 1 B - E - 3 0 0 . d w g Pl o t t e d b y : J i m m y W a g n e r Pl o t t e d o n : 8 / 2 3 / 2 0 2 4 6 : 5 9 P M WILMINGTON INTERNATIONAL AIRPORT ALK RJW JDT ENGINEERING PLLC 8226CREEDMOORROAD, SUITE 201RALEIGH, NC27613T 919-522-0628NC LICENSE NO.P-0618 100% DESIGN 08/09/2024 1 ADDENDUM 1 8/23/24 1 NEW SHEET CONCRETE LAP SPLICE NOTES: 1. TABULATED VALUES ARE BASED ON THE FOLLOWING: a. ACI 318-14 b. NORMAL WEIGHT CONCRETE. c. UNCOATED GRADE 60 REINFORCING BARS. d. CLEAR COVER NOT LESS THAN 1.0 x BAR DIAMETER. e. CLEAR SPACING NOT LESS THAN 2.0 x BAR DIAMETER. f. LAP CLASS B. 2. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12 INCHES OF CONCRETE CAST BELOW THE BARS. TYPICAL LAP SPLICE SCHEDULE 4,500 PSI CONCRETE #3 BAR SIZE TOP BAR LAP SPLICE 23" OTHER BAR LAP SPLICE 18" #4 #5 #6 #7 #8 #9 #10 31"24" 38"30" 46"35" 67"51" 76"59" 86"66" 95"73" TOP BARS, BOTTOM BARS AND INTERMEDIATE BARS. SEE SECTION AND/OR SCHEDULE CORNER BARS SAME SIZE, LOCATION AND NUMBER AS TOP BARS, BOTTOM BARS, AND INTERMEDIATE BARS FROM DISCONTINUOUS BEAM. TOP BARS, BOTTOM BARS AND INTERMEDIATE BARS. SEE SECTION AND/OR SCHEDULE CORNER BARS SAME SIZE, LOCATION AND NUMBER AS TOP BARS, BOTTOM BARS, AND INTERMEDIATE BARS FROM DISCONTINUOUS BEAM. 30 BAR DIAM. 2'-0"MIN. 30 B A R D I A M . 2'- 0 " MIN . WA L L W I D T H BEAM WIDTH 30 B A R D I A M . 2'- 0 " MIN . 30 BAR DIAM. 2'-0"MIN. WA L L W I D T H BEAM WIDTH EQUIPMENT #4's @ 12" O.C. MAX EACH WAY TOP & BOTTOM @ 12" SLAB/ #4's @ 12" O.C. MAX BOTTOM @ 6" SLAB 3/4" CHAMFER, TYP GRADE 1'- 0 " 3" UON 6" @ GENERATOR EXTERIOR EQUIPMENT #4's @ 12" O.C. MAX EACH WAY MIN 6" 3/4" CHAMFER, TYP SLAB ON GRADE 4" U O N INTERIOR NOTES: 1. CONCRETE PAD LOCATIONS & QUANTITY SHALL BE COORDINATED WITH ARCHITECTURAL, ELECTRICAL, MECHANICAL AND PLUMBING. 2. DO NOT PLACE INTERIOR EQUIPMENT PAD OVER JOINTS. POST-INSTALLED DOWELS SHALL BE AT LEAST 4" FROM EDGE OF CONCRETE AND JOINTS. #3 DOWELS @ ALL CORNERS AND @ 24" O.C. MAX (SET IN EPOXY, 4" EMBED.) 12 " @ G E N E R A T O R 6" U O N 8" (1) #5 CONT. #4 BENT BAR, MATCH MAIN REINF. SPACING NOTES: 1. CCJ MUST BE PREFORMED OR SAWED. IF SAWED, SAWING MUST TAKE PLACE WITHIN 12 HOURS OF SLAB PLACEMENT. 2. USE CJ INSTEAD OF CRACK CONTROL JOINT WHEREVER CONSTRUCTION IS STOPPED OR WHERE CALLED FOR ON PLAN. CRACK CONTROL JOINT - (CCJ) CONSTRUCTION JOINT - (CJ) JOINT SEALANT FINISH FLUSH WITH SURFACE BREAK BOND W/ CURING COMPOUND " T / 4 " 1/8" JOINT SEALANT FINISH FLUSH WITH SURFACE " T / 4 " 1/8" "T/3" 1" MIN "T " "T " (1) #5 TYP NO SPECIAL REINF REQ'D FOR OPENINGS 4" OR LESS. REINF FOR ROUND OPENINGS SIM TYP 2'-0" TYP 2"CLR.TYP 2'-0"3'-0"3'-0"(2) #4 X 6'-0" AT MID DEPTH OF SLAB NOTES: 1.DETAIL APPLIES AT ALL SLAB RE-ENTRANT CORNERS. 2"4"CONCRETE EXPOSURE CAST AGAINST AND PERMANENTLY IN CONTACT WITH GROUND EXPOSED TO WEATHER OR IN CONTACT WITH GROUND NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND MEMBER REINFORCEMENT SPECIFIED COVER (INCHES) ALL ALL SLABS, JOISTS, AND WALLS BEAMS, COLUMNS, AND PEDESTALS ALL NO. 6 THROUGH NO. 18 BARS NO. 5 BAR AND SMALLER NO. 11 BAR AND SMALLER PRIMARY REINFORCEMENT, STIRRUPS, TIES, SPIRALS, AND HOOPS 3 2 1 1/2 3/4 1 1/2 SPECIFIED CONCRETE COVER FOR CAST-IN-PLACE CONCRETE MEMBERS SCALE: N.T.S.6 CONCRETE COVER TABLE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: SHEET NUMBER SHEET TITLE PROJECT NUMBER 1003-0070-005 NOT RELEASED FOR CONSTRUCTION PROFESSIONAL SEAL AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B WILMINGTON INTERNATIONAL AIRPORT RS&H Architects-Engineers-Planners, Inc. 1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos. 50073* *F-0493 *C-28 © 2024 RS&H, INC. 8/ 8 / 2 0 2 4 6 : 4 6 : 3 8 A M A u t o d e s k D o c s : / / 1 0 0 3 0 0 7 0 0 0 4 _ I L M TO 4 R d w y I n f I m p r o v D e s i g n / 1 0 0 3 0 0 7 0 0 0 4 _ I L M _ T O 4 E x i t P l a z a _ S _ R 2 4 . r v t JFS RLM 08/09/2024 JFS 100% DESIGN STRUCTURAL TYPICAL DETAILS S-002 SCALE: N.T.S.1 CONCRETE LAP SPLICES SCALE: N.T.S.4 TYPICAL CONCRETE SLAB TURNDOWN CORNERS SCALE: N.T.S.3 TYPICAL EQUIPMENT PAD SCALE: N.T.S.2 TYPICAL SLAB ON GRADE JOINT DETAILS SCALE: N.T.S.5 SLAB OPENING REINFORCING SCALE: N.T.S.7 TYPICAL REINFORCING @ INSIDE CORNERS NO. DESCRIPTION DATE NOTES: 1. ALL WIND LOADS SHOWN ARE ULTIMATE PER ASCE 7-10 AND UNITS PSF. 2. PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARDS AND AWAY FROM THE SURFACES, RESPECTIVELY. 3. EACH COMPONENT MUST BE DESIGNED FOR MAXIMUM POSITIVE AND NEGATIVE PRESSURES. 4. EDGE ZONE ("a") IS DISTANCE FROM CORNERS OF BUILDINGS. 5. FOR EFFECTIVE AREAS BETWEEN VALUES GIVEN, INTERPOLATION MAY BE USED. OTHERWISE, USE THE LOWER EFFECTIVE AREA. COMPONENTS AND CLADDING WIND PRESSURES (PSF) ZONE RO O F 9 SF 18 SF 36 SF EFFECTIVE WIND AREA ALL ZONES +115.1 +86.3 +57.5 -52.6 -52.6 -52.6 a a a a 1 2 3 ZONES 1 -79.3 -79.3 -52.6ZONES 2 -144.5 -79.3 -52.6ZONES 3 a = 3'-0" NOTES: 1. ALL WIND LOADS SHOWN ARE ULTIMATE PER ASCE 7-10 AND UNITS PSF. 2. PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARDS AND AWAY FROM THE SURFACES, RESPECTIVELY. 3. EACH COMPONENT MUST BE DESIGNED FOR MAXIMUM POSITIVE AND NEGATIVE PRESSURES. 4. EDGE ZONE ("a") IS DISTANCE FROM CORNERS OF BUILDINGS. 5. FOR EFFECTIVE AREAS BETWEEN VALUES GIVEN, INTERPOLATION MAY BE USED. OTHERWISE, USE THE LOWER EFFECTIVE AREA. COMPONENTS AND CLADDING WIND PRESSURES (PSF) ZONE RO O F 9 SF 18 SF 36 SF EFFECTIVE WIND AREA ALL ZONES +115.1 +86.3 +57.5 -52.6 -52.6 -52.6 a a a a 1 2 3 ZONES 1 -79.3 -79.3 -52.6ZONES 2 -144.5 -79.3 -52.6ZONES 3 a = 3'-0" NOTES: 1. ALL WIND LOADS SHOWN ARE ULTIMATE PER ASCE 7-10 AND UNITS PSF. 2. PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARDS AND AWAY FROM THE SURFACES, RESPECTIVELY. 3. EACH COMPONENT MUST BE DESIGNED FOR MAXIMUM POSITIVE AND NEGATIVE PRESSURES. 4. EDGE ZONE ("a") IS DISTANCE FROM CORNERS OF BUILDINGS. 5. FOR EFFECTIVE AREAS BETWEEN VALUES GIVEN, INTERPOLATION MAY BE USED. OTHERWISE, USE THE LOWER EFFECTIVE AREA. COMPONENTS AND CLADDING WIND PRESSURES (PSF) ZONE RO O F 10 SF 25 SF 50 SF EFFECTIVE WIND AREA ALL ZONES +56.4 +54.8 -52.1 -52.1 -52.1 a 1 3 ZONES 1 -38.3ZONES 2 -68.1 -65.0 -62.6ZONES 3 a = 3'-0" ZONES 4 ZONES 5 WA L L S 100 SF -64.2 -59.4 -55.2 -52.5 -75.8 -66.2 -58.0 -52.5 -52.1 -38.3 -38.3 -38.3 -60.3 +53.7 +52.5 ALL ZONES ZONE a = 3'-0"EFFECTIVE WIND AREA 10 SF 50 SF 200 SF +60.3 +55.5 500 SF +51.3 +48.6 3 2 2 a 5 54 a a 4 55 a a ROOF ZONES WALL ZONES SIDE WALL ZONES 55 5 5 4 4 3 2' 3'3 2' 3' 2 2' 1 aa a a NOTES: 1. ALL WIND LOADS SHOWN ARE ULTIMATE PER ASCE 7-10 AND UNITS PSF. 2. PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARDS AND AWAY FROM THE SURFACES, RESPECTIVELY. 3. EACH COMPONENT MUST BE DESIGNED FOR MAXIMUM POSITIVE AND NEGATIVE PRESSURES. 4. EDGE ZONE ("a") IS DISTANCE FROM CORNERS OF BUILDINGS. 5. FOR EFFECTIVE AREAS BETWEEN VALUES GIVEN, INTERPOLATION MAY BE USED. OTHERWISE, USE THE LOWER EFFECTIVE AREA. COMPONENTS AND CLADDING WIND PRESSURES (PSF) ZONE WA L L RO O F ALL ZONES ZONE 4 ZONE 5 10 SF 50 SF 100 SF EFFECTIVE WIND AREA +42.0 +37.7 - -45.5 -56.0 -41.2 -47.4 - - ALL ZONES ZONE 1 ZONE 2 +18.7 +16.0 +16.0 -49.8 -57.6 -69.2 -49.8 -54.8 -66.5 -49.8 -53.7 -65.3ZONE 2' 200 SF +34.0 -37.5 -39.9 - - - - -77.0 -60.7 -53.7ZONE 3 - -108.1 -80.9 -69.2ZONE 3'- a = 3'-0" 2a 2a 4 a 4 a NOTES: 1. ALL WIND LOADS SHOWN ARE ULTIMATE PER ASCE 7-10 AND UNITS PSF. 2. PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARDS AND AWAY FROM THE SURFACES, RESPECTIVELY. 3. EACH COMPONENT MUST BE DESIGNED FOR MAXIMUM POSITIVE AND NEGATIVE PRESSURES. 4. EDGE ZONE ("a") IS DISTANCE FROM CORNERS OF BUILDINGS. 5. FOR EFFECTIVE AREAS BETWEEN VALUES GIVEN, INTERPOLATION MAY BE USED. OTHERWISE, USE THE LOWER EFFECTIVE AREA. COMPONENTS AND CLADDING WIND PRESSURES (PSF) ZONE RO O F 9 SF 18 SF 36 SF EFFECTIVE WIND AREA ALL ZONES +118.7 +89.0 +59.3 -54.2 -54.2 -54.2 a a a a 1 2 3 ZONES 1 -81.7 -81.7 -54.2ZONES 2 -149.2 -81.7 -54.2ZONES 3 a = 3'-0" NOTES: 1. ALL WIND LOADS SHOWN ARE ULTIMATE PER ASCE 7-10 AND UNITS PSF. 2. PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARDS AND AWAY FROM THE SURFACES, RESPECTIVELY. 3. EACH COMPONENT MUST BE DESIGNED FOR MAXIMUM POSITIVE AND NEGATIVE PRESSURES. 4. EDGE ZONE ("a") IS DISTANCE FROM CORNERS OF BUILDINGS. 5. FOR EFFECTIVE AREAS BETWEEN VALUES GIVEN, INTERPOLATION MAY BE USED. OTHERWISE, USE THE LOWER EFFECTIVE AREA. COMPONENTS AND CLADDING WIND PRESSURES (PSF) ZONE RO O F 10 SF 50 SF 100 SF EFFECTIVE WIND AREA ALL ZONES +26.4 +21.0 +18.7 -42.0 -39.3 -38.1 a a a 2 3 ZONES 1 -73.1 -59.5 -53.7ZONES 2 -109 -91.8 -84.8ZONES 3 a = 3'-0" ALL ZONES +45.9 +41.1 - -49.8 -45.0 -ZONES 4 -61.4 -51.8 -ZONES 5 RO O F 200 SF - - - - +37.0 -40.8 -43.6 RIDGE a 2 3 2 2 3 3 5 4 5 5 54aaaa RIDGE NOTES: 1. ALL WIND LOADS SHOWN ARE ULTIMATE PER ASCE 7-10 AND UNITS PSF. 2. PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARDS AND AWAY FROM THE SURFACES, RESPECTIVELY. 3. EACH COMPONENT MUST BE DESIGNED FOR MAXIMUM POSITIVE AND NEGATIVE PRESSURES. 4. EDGE ZONE ("a") IS DISTANCE FROM CORNERS OF BUILDINGS. 5. FOR EFFECTIVE AREAS BETWEEN VALUES GIVEN, INTERPOLATION MAY BE USED. OTHERWISE, USE THE LOWER EFFECTIVE AREA. COMPONENTS AND CLADDING WIND PRESSURES (PSF) ZONE RO O F 9 SF 18 SF 36 SF EFFECTIVE WIND AREA ALL ZONES +83.8 +62.8 +41.9 -38.4 -38.4 -38.4 a a a a 1 2 3 ZONES 1 -59.3 -59.3 -38.4ZONES 2 -116 -59.3 -38.4ZONES 3 a = 3'-0" REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: SHEET NUMBER SHEET TITLE PROJECT NUMBER 1003-0070-005 NOT RELEASED FOR CONSTRUCTION PROFESSIONAL SEAL AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B WILMINGTON INTERNATIONAL AIRPORT RS&H Architects-Engineers-Planners, Inc. 1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos. 50073* *F-0493 *C-28 © 2024 RS&H, INC. 8/ 8 / 2 0 2 4 6 : 4 6 : 3 8 A M A u t o d e s k D o c s : / / 1 0 0 3 0 0 7 0 0 0 4 _ I L M TO 4 R d w y I n f I m p r o v D e s i g n / 1 0 0 3 0 0 7 0 0 0 4 _ I L M _ T O 4 E x i t P l a z a _ S _ R 2 4 . r v t JFS RLM 08/09/2024 JFS 100% DESIGN COMPONENT & CLADDING PRESSURES S-005 SCALE: N.T.S.1 COMPONENTS & CLADDING PRESSURES - ENTRY CANOPY 1 SCALE: N.T.S.2 COMPONENTS & CLADDING PRESSURES - ENTRY CANOPY 2 SCALE: N.T.S.3 COMPONENTS AND CLADDING PRESSURES - SHUTTLE SHELTER SCALE: N.T.S.5 COMPONENTS AND CLADDING PRESSURES - ADMIN BLDG SCALE: N.T.S.4 COMPONENTS & CLADDING PRESSURES - EXIT CANOPY 1 SCALE: N.T.S.7 COMPONENTS AND CLADDING PRESSURES - INTERIM WALKWAY SCALE: N.T.S.6 COMPONENTS AND CLADDING PRESSURES - INTERIM CANOPY NO. DESCRIPTION DATE SHUTTLE SHELTER BY MANUFACTURER BASE PLATE AND ANCHOR BY MANUFACTURER (2) #5 BARS CONT. 1'- 4 " 1'-0" PROVIDE STD HOOKS @ EA. END 7" SLAB-ON-GRADE W/ #5 BARS @ 14" O.C. MAX EA. WAY TOP OF GRADE SEE CIVIL 4" MIN NOTES: 1. FOUNDATION SHOWN IS PRELIMINARY, SEE DETAIL 3/S-010 2. SEE ARCHITECTURE FOR SHUTTLE SHELTER LAYOUT AND COLUMN LOCATIONS #4 BARS @ 6" O.C. MAX W/ STD. HOOKS AT EA. END, EA. WAY #4 BARS @ 6" O.C. MAX, EA. WAY 1'- 9 " SQUARE 3'-6" CL EQ EQ 8" ALUMINUM SURFACE SHALL NOT BE IN CONTACT W/ CONCRETE 1/2" EXP. JOINT W/ SEALANT, CONT. @ COLS COLUMN, GROUT, & BLOCKOUT BY CANOPY DELEGATED ENGINEER NOTES: 1. FOUNDATION SHOWN IS PRELIMINARY, SEE DETAIL 1/S-010 2. SEE ARCHITECTURE FOR CANOPY LAYOUT AND COLUMN LOCATIONS T/SIDE WALK EL. SEE CIVIL MIN8" P+ Hy Hx NOTES: 1. ALL REACTIONS ARE BASED ON SERVICE LOAD COMBINATIONS (ASD) IN KIPS PER NCBC 2018. 2. P(+), Hx, Hy, AND My ARE DUE TO WIND AND/OR SEISMIC LOADS. 3. FOUNDATION DESIGN FOR MANUFACTURED STRUCTURES IS PRELIMINARY, BASED ON THE PRELIMINARY REACTIONS SHOWN ON TABLE ABOVE. PRIOR TO FOUNDATION SHOP DRAWINGS, FABRICATION AND CONSTRUCTION, STRUCTURE MANUFACTURER SHALL SUBMIT COLUMN REACTIONS, PER DEFERRED SUBMITTAL, TO OWNER'S REPRESENTATIVE FOR VERIFICATION THAT PRELIMINARY FOUNDATION DESIGN COMPLIES WITH ALL APPLICABLE CODES.F R A M E S P A N P- My SHUTTLE SHELTER -0.00 LOAD CASE P (KIP) +0.12 -0.00 Hx ±0.00 Hy DEAD ±0.00 My -0.00 +0.46 -0.00 ±0.00LIVE ±0.00 -1.19 +0.51 ±1.73 ±0.27WIND ±0.00 P+ Hy Hx NOTES: 1. ALL REACTIONS ARE BASED ON SERVICE LOAD COMBINATIONS (ASD) IN KIPS PER NCBC 2018. 2. P(+), Hx, Hy, AND My ARE DUE TO WIND AND/OR SEISMIC LOADS. 3. FOUNDATION DESIGN FOR MANUFACTURED STRUCTURES IS PRELIMINARY, BASED ON THE PRELIMINARY REACTIONS SHOWN ON TABLE ABOVE. PRIOR TO FOUNDATION SHOP DRAWINGS, FABRICATION AND CONSTRUCTION, STRUCTURE MANUFACTURER SHALL SUBMIT COLUMN REACTIONS, PER DEFERRED SUBMITTAL, TO OWNER'S REPRESENTATIVE FOR VERIFICATION THAT PRELIMINARY FOUNDATION DESIGN COMPLIES WITH ALL APPLICABLE CODES. F R A M E S P A N P- My ENTRY CANOPY - 2 -0.00 LOAD CASE P (KIP) +0.87 -0.00 Hx ±0.00 Hy DEAD ±0.17 My -0.00 +3.48 -0.00 ±0.00LIVE ±0.66 -10.86 +5.37 ±0.36 ±0.00WIND ±2.06 ENTRY CANOPY - 1 -0.00 LOAD CASE P (KIP) +1.04 -0.00 Hx ±0.00 Hy DEAD ±0.20 My -0.00 +4.16 -0.00 ±0.00LIVE ±0.79 -13.00 +6.41 ±0.44 ±0.00WIND ±2.48 24" DIAMETER 3'- 0 " 11 ' - 0 " ( M I N . ) T/GRADE EL. SEE CIVIL 1 1/2" NON-SHRINK GROUT (2) #4 TIES @ TOP 5" (M I N ) 3'- 0 " E M B E D . PAVEMENT, SEE CIVIL (6) #6 VERTICAL, EVENLY SPACED W/ STD HOOK @ TOP #4 TIES @ 12" O.C. MAX 3" C L R 3" CLR, TYP LIGHT POLE AND BASE PLATE (BY MANUFACTURER) GENERAL NOTES: 1. CONTRACTOR IS TO VERIFY ALL LIGHT POLES, FIXTURES, AND ANCHOR RODS / BASE PLATE WITH DESIGN CRITERIA NOTED BELOW AND IS TO NOTIFY THE EOR OF ANY DISCREPANCIES PRIOR TO SHOP DRAWINGS, FABRICATION, AND CONSTRUCTION. DESIGN CRITERIA: 1. WIND LOADS (PER ASCE 7-10): ULTIMATE DESIGN WIND SPEED, Vult 135 MPH NOMINAL DESIGN WIND SPEED, Vasd 105 MPH RISK CATEGORY I WIND EXPOSURE CATEGORY C INTERNAL PRESSURE COEFFICIENT ± 0.00 2. SOILS A. ASSUMED SAND, SILTY SAND, CLAYEY SAND (SW, SP, SM, SC) B. PRESUMPTIVE VERTICAL FOUNDATION PRESSURE PER NCBC 2018 TABLE 1806.2 = 2,000 PSF C. PRESUMPTIVE LATERAL BEARING PRESSURE PER NCBC 2018 TABLE 1086.2 = 150PSF/FT BELOW NATURAL GRADE 3. LIGHT POLE A. MAXIMUM HEIGHT = 33 FT B. BASE DIAMETER = 7.5" MAX C. TOP DIAMETER = 3.5" MAX 4. LUMINAIRES A. MAXIMUM TOTAL COMBINED EFFECTIVE PROJECTED AREA (EPA) = 8.6 FT2 (MAX) B. MAXIMUM TOTAL COMBINED WEIGHT = 100 LBS (MAX) 5. ANCHOR RODS A. 10.5"⌀MAXIMUM ANCHOR ROD CIRCLE FOR (4) 1"⌀ANCHOR RODS (ASTM F1554 GR 55) 1/2" EXP. JOINT W/ SEALANT, CONT. 10-1/2" DIA. (4) 1"⌀ANCHOR RODS (ANCHOR ROD SIZE, QUANTITY, AND DIAMETER BY MANUFACTURER) PROVIDE 135 DEGREE STD HOOKS STD HOOK BEYOND (STAGGER ADJACENT TIES) AA SECTION A-A 3/4" CHAMFER, CONT. SCALE: 3/4" = 1'-0"2 TYPICAL CANOPY FOUNDATION DETAIL - ENTRY CANOPIES SCALE: N.T.S.1 PRE-ENGINEERED STRUCTURE - REACTIONS @ ENTRY CANOPIES SCALE: N.T.S.3 PRE-ENGINEERED STRUCTURE - REACTIONS @ SHUTTLE SHELTER SCALE: 3/4" = 1'-0"4 TYPICAL SHUTTLE SHELTER FOUNDATION DETAIL SCALE: = 1'-0" REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: SHEET NUMBER 3/4" 0 1 2 31 SHEET TITLE PROJECT NUMBER 1003-0070-005 NOT RELEASED FOR CONSTRUCTION PROFESSIONAL SEAL AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B WILMINGTON INTERNATIONAL AIRPORT RS&H Architects-Engineers-Planners, Inc. 1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos. 50073* *F-0493 *C-28 © 2024 RS&H, INC. 8/ 8 / 2 0 2 4 6 : 4 6 : 3 8 A M A u t o d e s k D o c s : / / 1 0 0 3 0 0 7 0 0 0 4 _ I L M TO 4 R d w y I n f I m p r o v D e s i g n / 1 0 0 3 0 0 7 0 0 0 4 _ I L M _ T O 4 E x i t P l a z a _ S _ R 2 4 . r v t JFS RLM 08/09/2024 JFS 100% DESIGN TYPICAL FOUNDATION DETAIL & REACTION TABLES S-010 NO. DESCRIPTION DATE SCALE: N.T.S.5 TYPICAL LIGHT POLE FOUNDATION A B 33 ' - 8 1 / 2 " 1 2 25'-8 1/2" EOS = 8" EO S = 8 " EOS = 8" EO S = 8 " CF M F S H E A R W A L L CF M F S H E A R W A L L CFMF SHEAR WALL CFMF SHEAR WALL 3 S-101 _______ 3 S-101 _______ 3 S-101 _______ 3 S-101 _______ 5" SLAB-ON-GRADE, OVER 15-MIL. VAPOR BARRIER W/ #4 BARS @ 14" O.C. MAX, EA. WAY, MID. HEIGHT, EL = 100'-0" CCJ OR CJ @ 12'-0" O.C. MAX PER DETAIL 2/S002 PLAN NOTES: 1. REFERENCE ELEVATION EQUALS 100'-0", FOR THE NAVD-88 ELEVATION SEE CIVIL DRAWINGS 15 ' - 0 " TYP 15'-6" TYP 3'-0" TY P 6'- 0 " P+ Hy Hx NOTES: 1. ALL REACTIONS ARE BASED ON SERVICE LOAD COMBINATIONS (ASD) IN KIPS PER NCBC 2018. 2. P(+), Hx, Hy, AND My ARE DUE TO WIND AND/OR SEISMIC LOADS. 3. FOUNDATION DESIGN FOR MANUFACTURED STRUCTURES IS PRELIMINARY, BASED ON THE PRELIMINARY REACTIONS SHOWN ON TABLE ABOVE. PRIOR TO FOUNDATION SHOP DRAWINGS, FABRICATION AND CONSTRUCTION, STRUCTURE MANUFACTURER SHALL SUBMIT COLUMN REACTIONS, PER DEFERRED SUBMITTAL, TO OWNER'S REPRESENTATIVE FOR VERIFICATION THAT PRELIMINARY FOUNDATION DESIGN COMPLIES WITH ALL APPLICABLE CODES. F R A M E S P A N P- My EXIT CANOPY 1 -3.00 LOAD CASE P +0.00 -0.00 Hx ±0.00 Hy DEAD ±0.15 My -3.91 +0.00 -0.00 ±0.00LIVE ±0.24 -11.6 +10.6 ±0.00 ±0.00WIND ±0.74 #5'S @ 6" O.C. MAX W/ STD. HOOKS @ EA. END (4) #6 BARS 1'- 1 0 " SEE PLAN 3'-0" X 6'-0" CL EQ EQ ALUMINUM SURFACE SHALL NOT BE IN CONTACT W/ CONCRETE 1/2" EXP. JOINT W/ SEALANT, CONT. @ COLS COLUMN, GROUT, & BLOCKOUT BY CANOPY DELEGATED ENGINEER NOTES: 1. FOUNDATION SHOWN IS PRELIMINARY, SEE DETAIL 5/S-101 2. * DIMENSIONS DENOTES MINIMUM DEPTH. ALL FOUNDATIONS FOR EACH INDIVIDUAL CANOPY SHALL BE AT THE SAME ELEVATION, CONTRACTOR SHALL COORDINATE WITH CIVIL GRADE PLANS TO DETERMINE THE ELEVATION. 3. SEE ARCHITECTURE FOR CANOPY LAYOUT AND COLUMN LOCATIONS T/PAVEMENT EL. SEE CIVIL MIN9" 1'- 0 " * #5'S @ 12" O.C. MAX A B 1 2 WALL ATTACHED CANOPY, SEE ARCH WALL ATTACHED CANOPY, SEE ARCH ALUMINUM CANOPY BY DELEGATED ENGINEER 25'-8 1/2" 33 ' - 8 1 / 2 " RD -1 16" (MAX DEPTH) CFMF ROOF JOIST BY DELEGATED ENGINEERSLOPE STEEL ROOF METAL DECK, SEE NOTES ON S-001 WALL ATTACHED CANOPY, SEE ARCH B/METAL DECK EL = 113'-3" B/METAL DECK EL = 111'-8 5/8" 6" CFMF WALL BY DELEGATED ENGINEER 4" 5 5/8" COL VENEER, SEE ARCH. T/SLAB EL. SEE PLAN 1'- 2 " 1/2" EXP. JOINT W/ SEALANT, CONT. SIDEWALK, SEE CIVIL EOS, SEE PLAN 2'-0" 24" MIN #4 L-BAR (9"X24") @ 12" O.C. MAX (1) #5 BAR, CONT. WALL ANCHORAGE TO FOUNDATION BY DELEGATED ENGINEER (3) #5 BARS, TOP & BOTT, CONT. #5 Z-BARS @ 9" O.C. MAX NOTES: 1. FOUNDATION SHOWN IS PRELIMINARY, CFMF DELEGATED ENGINEER SHALL PROVIDE WALL REACTIONS FOR VERIFICATION THAT PRELIMINARY FOUNDATION DESIGN COMPLIES WITH ALL APPLICABLE CODES SCALE: N.T.S.5 PRE-ENGINEERED STRUCTURE - REACTIONS - EXIT CANOPY 1 SCALE: = 1'-0" SCALE: = 1'-0" REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: SHEET NUMBER 0 8 168 1/8" 3/4" 0 1 2 31 SHEET TITLE PROJECT NUMBER 1003-0070-005 NOT RELEASED FOR CONSTRUCTION PROFESSIONAL SEAL AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B WILMINGTON INTERNATIONAL AIRPORT RS&H Architects-Engineers-Planners, Inc. 1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos. 50073* *F-0493 *C-28 © 2024 RS&H, INC. 8/ 8 / 2 0 2 4 6 : 4 6 : 3 9 A M A u t o d e s k D o c s : / / 1 0 0 3 0 0 7 0 0 0 4 _ I L M TO 4 R d w y I n f I m p r o v D e s i g n / 1 0 0 3 0 0 7 0 0 0 4 _ I L M _ T O 4 E x i t P l a z a _ S _ R 2 4 . r v t JFS RLM 08/09/2024 JFS 100% DESIGN EXIT CANOPY & ADMIN BUILDING OVERALL FOUNDATION & ROOF PLAN S-101 N PN SCALE: 1/8" = 1'-0"1 OVERALL FOUNDATION PLAN - EXIT CANOPY 1 & ADMIN BUILDING SCALE: 3/4" = 1'-0"4 TYPICAL FOUNDATION DETAIL - EXIT CANOPY 1 N PN SCALE: 1/8" = 1'-0"2 OVERALL ROOF PLAN - EXIT CANOPY 1 & ADMIN BUILDING SCALE: 3/4" = 1'-0"3 TYPICAL FOUNDATION DETAIL - ADMIN BLDG NO. DESCRIPTION DATE T/SLAB ELEVATION, SEE CIVIL T/SLAB ELEVATION, SEE CIVIL SL O P E SL O P E CCJ OR CJ 12'-0" O.C. MAX, SEE DETAIL 2/S-002 (ALL JOINTS NOT SHOWN FOR CLARITY) TERMINAL BUILDING (NOT SHOWN) PAVEMENT SURFACE, SEE CIVIL INTERIM CANOPY FOUNDATION, TYP 5" SLAB-ON-GRADE, OVER 10 MIL. VAPOR BARRIER W/ #4 @14" O.C. MAX, EA. WAY EL. VARIES, SEE CIVIL FOUNDATION PLAN NOTES: 1. * DENOTES COORDINATION REQUIRED WITH PRE-ENGINEERED STRUCTURES REQUIRED. 2. REFERENCE CIVIL AND ARCHITECTURAL DRAWINGS FOR LOCATION AND ADDITIONAL DIMENSIONAL INFORMATION T/SLAB ELEVATION, SEE CIVIL T/SLAB ELEVATION, SEE CIVIL SL O P E INTERIM CANOPY FOUNDATION, TYP 4 S-161 Typ _______ 4 S-161 Typ _______ 4 S-161 Typ _______ 4 S-161 Typ _______ 4 S-161 Typ _______ 4 S-161 Typ _______ 4 S-161 Typ _______ 4 S-161 Typ _______ P+ Hy Hx NOTES: 1. ALL REACTIONS ARE BASED ON SERVICE LOAD COMBINATIONS (ASD) IN KIPS PER NCBC 2018. 2. P(+), Hx, Hy, AND My ARE DUE TO WIND AND/OR SEISMIC LOADS. 3. FOUNDATION DESIGN FOR MANUFACTURED STRUCTURES IS PRELIMINARY, BASED ON THE PRELIMINARY REACTIONS SHOWN ON TABLE ABOVE. PRIOR TO FOUNDATION SHOP DRAWINGS, FABRICATION AND CONSTRUCTION, STRUCTURE MANUFACTURER SHALL SUBMIT COLUMN REACTIONS, PER DEFERRED SUBMITTAL, TO OWNER'S REPRESENTATIVE FOR VERIFICATION THAT PRELIMINARY FOUNDATION DESIGN COMPLIES WITH ALL APPLICABLE CODES. F R A M E S P A N P- My CANOPY -0.92 LOAD CASE P +0.00 -0.00 Hx ±0.00 Hy DEAD ±0.26 My -1.96 +0.00 -0.00 ±0.00LIVE ±0.77 -4.11 +3.76 ±0.00 ±0.00WIND ±1.62 WALKWAY -0.40 LOAD CASE P +0.00 -0.00 Hx ±0.00 Hy DEAD ±0.00 My -0.62 +0.00 -0.00 ±0.00LIVE ±0.00 -0.00 +1.86 ±1.07 ±0.00WIND ±0.00 #4 BARS @ 6" O.C. MAX W/ STD. HOOKS AT EA. END, EA. WAY #4 BARS @ 6" O.C. MAX, EA. WAY 1'- 9 " SQUARE 3'-6" CL EQ EQ 8" * ALUMINUM SURFACE SHALL NOT BE IN CONTACT W/ CONCRETE 1/2" EXP. JOINT W/ SEALANT, CONT. @ COLS COLUMN, GROUT, & BLOCKOUT BY CANOPY DELEGATED ENGINEER NOTES: 1. FOUNDATION SHOWN IS PRELIMINARY, SEE DETAIL 2/S-161 2. SEE ARCHITECTURE FOR CANOPY LAYOUT AND COLUMN LOCATIONS 3. * DIMENSION DENOTES MINIMUM DEPTH. ALL FOUNDATIONS FOR EACH INDIVIDUAL CANOPY SHALL BE THE SAME ELEVATION, CONTRACTOR SHALL COORDINATE WITH CIVIL GRADE PLANS TO DETERMINE ELEVATION. T/SIDE WALK EL. SEE CIVIL MIN8" T/SLAB EL. SEE PLAN WALKWAY ENCLOSURE, SEE ARCH PAVEMENT SURFACE OR GRADE, SEE CIVIL 1/2" EXP. JOINT W/ SEALANT, CONT. SLAB, SEE PLAN (2) #6 BARS CONT. #6 Z-BARS @ 12" O.C. MAX STEEL FRAME & ANCHOR BY WALKWAY ENCLOSURE DELEGATED ENGINEER NOTES: 1. NO REINFORCEMENT SHALL BE CUT DURING POST-INSTALLED ANCHOR INSTALLATION, SEE POST-INSTALLED ANCHOR NOTES ON SHEET S-001. 2. DELEGATED ENGINEER SHALL ENSURE THE ANCHORS ARE ADEQUATE SOLELY BASED ON CONCRETE. SUPPLEMENTAL REINFORCEMENT HAS NOT BEEN PROVIDED FOR ANCHORS. 3. FOUNDATION SHOWN IS PRELIMINARY, SEE DETAIL 1/S-161 4. SEE ARCHITECTURE FOR WALKWAY LAYOUT LOCATE CONTINUOUS BAR TO AVOID CONFLICT W/ ANCHORS 18" MIN 1'- 8 " 1'-6" SCALE: N.T.S.2 PRE-ENGINEERED STRUCTURE - REACTIONS SCALE: = 1'-0" SCALE: = 30'-0" REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: SHEET NUMBER 0 30 6030 1" 3/4" 0 1 2 31 SHEET TITLE PROJECT NUMBER 1003-0070-005 NOT RELEASED FOR CONSTRUCTION PROFESSIONAL SEAL AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B WILMINGTON INTERNATIONAL AIRPORT RS&H Architects-Engineers-Planners, Inc. 1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos. 50073* *F-0493 *C-28 © 2024 RS&H, INC. 8/ 8 / 2 0 2 4 6 : 5 3 : 2 7 A M A u t o d e s k D o c s : / / 1 0 0 3 0 0 7 0 0 0 4 _ I L M TO 4 R d w y I n f I m p r o v D e s i g n / 1 0 0 3 0 0 7 0 0 0 4 _ I L M _ T O 4 T e m p or a r y C a n o p y _ S _ R 2 4 . r v t JFS RLM 08/09/2024 JFS 100% DESIGN INTERIM CANOPY & WALKWAY OVERALL FOUNDATION PLAN S-161 NPN SCALE: 1" = 30'-0"1 OVERALL FOUNDATION PLAN SCALE: 3/4" = 1'-0"3 TYPICAL CANOPY FOUNDATION DETAIL SCALE: 3/4" = 1'-0"4 TYPICAL INTERIM WALKWAY FOUNDATION DETAIL NO. DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: SHEET NUMBER SHEET TITLE PROJECT NUMBER 1003-0070-005 NOT RELEASED FOR CONSTRUCTION PROFESSIONAL SEAL AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B WILMINGTON INTERNATIONAL AIRPORT RS&H Architects-Engineers-Planners, Inc. 1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos. 50073* *F-0493 *C-28 © 2024 RS&H, INC. 8/ 8 / 2 0 2 4 6 : 3 5 : 5 9 P M A u t o d e s k D o c s : / / 1 0 0 3 0 0 7 0 0 0 4 _ I L M TO 4 R d w y I n f I m p r o v D e s i g n / 1 0 0 3 0 0 7 0 0 0 4 _ I L M _ T O 4 E x i t P l a z a _ A _ R 2 4 . r v t KFS SRG 08/09/2024 JCE 100% DESIGN ADMIN BUILDING AND INTERIM WALKWAY APPENDIX B G-002 NO. DESCRIPTION DATE 08-09-2024 1. ALL DIMENSIONS ARE IN FEET / INCHES UNLESS NOTED OTHERWISE. 2. THESE GENERAL NOTES ARE NOT INTENDED TO REPLACE SPECIFICATIONS - REFER TO SPECIFICATIONS FOR REQUIREMENTS IN ADDITION TO GENERAL NOTES. 3. THE TERMS RENOVATE AND REHABILITATE ARE USED INTERCHANGEABLY IN THESE DOCUMENTS. 4. ROOM AREAS AND PERIMETERS ARE APPROXIMATE AND FOR REFERENCE ONLY. VERIFY QUANTITIES AND DIMENSIONS IN FIELD. 5. NO DEVIATIONS FROM THESE CONTRACT DOCUMENTS MUST BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ARCHITECT. 6. DO NOT SCALE DIMENSIONS FROM DRAWINGS - THE CONTRACTOR MUST REQUEST NECESSARY DIMENSIONS NOT SHOWN ON THE DRAWINGS FROM THE ARCHITECT. 7. ALL DIMENSIONS ORIGINATE FROM EXISTING FACE OF WALLS & ARE TO FACE OF FRAMING AT NEW WORK OR CENTER OF DOORS, WINDOWS AND OPENINGS UNLESS NOTED OTHERWISE - ALL NON-DIMENSIONED DOOR LOCATIONS MUST BE OFFSET 4" FROM THE ADJACENT WALL TO THE HINGE SIDE OF THE DOOR OPENING. ALL DOORS MUST BE INSTALLED TO MEET ALL APPLICABLE CODES, INCLUDING ADA. 8. DETAILS SHOWN ON DRAWINGS ARE TYPICAL FOR ALL SIMILAR CONDITIONS. 9. DRAWING NOTES AND SPECIFICATIONS ARE INSTRUCTIONS TO THE CONTRACTOR AND APPLY TO ALL THE WORK UNLESS MORE SPECIFIC INFORMATION IS SHOWN ELSEWHERE ON THE DRAWINGS OR WRITTEN IN THE SPECIFICATIONS - IN THE EVENT OF CONFLICTING INSTRUCTIONS, THE ARCHITECT MUST DETERMINE WHAT CONTROLS THE CONTRACT DOCUMENTS ARE COMPLEMENTARYWHAT IS REQUIRED BY ONE MUST BE REQUIRED BY ALL. 10. PRINCIPAL OPENINGS IN THE STRUCTURE ARE SHOWN ON THESE DRAWINGS –THE GENERAL CONTRACTOR MUST EXAMINE THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR REQUIRED OPENINGS. GENERAL CONTRACTOR MUST VERIFY SIZE AND LOCATION OF ALL OPENINGS WITH ALL SUB-CONTRACTORS PRIOR TO CONSTRUCTION. 11. STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE, AND, EXCEPT WHERE SPECIFICALLY SHOWN, DO NOT INDICATE THE METHOD OR MEANS OF CONSTRUCTION - THE CONTRACTOR MUST SUPERVISE CONSTRUCTION MEANS, METHODS, PROCEDURES, TECHNIQUES, SEQUENCE, AND APPLICABLE SAFETY REGULATIONS TO BE FOLLOWED. 12. 12. CONTRACTOR MUST BE RESPONSIBLE FOR SCHEDULING AND COORDINATING THE WORK OF THE SUB-CONTRACTORS - THE CONTRACTOR MUST BE RESPONSIBLE TO COORDINATE WITH THE BUILDING OWNER, TENANT OR HIS REPRESENTATIVES THE DELIVERY AND INSTALLATION OF ITEMS BEING PROVIDED AND INSTALLED BY OTHERS. 13. MECHANICAL, PLUMBING AND ELECTRICAL WORK RELATED TO DEMOLITION AND NEW INSTALLATION OF COMPONENTS MUST COMPLY WITH ALL APPLICABLE CODES. 14. ALL MATERIALS, FABRICATION AND INSTALLATION MUST COMPLY WITH THE APPLICABLE REQUIREMENTS AND SPECIFICATIONS FOR EACH DIVISIONOF WORK. 15. CONSTRUCTION MUST COMPLY WITH APPLICABLE CODES AND ORDINANCES, LAWS AND SAFETY ORDERS AS DIRECTED BY LOCAL JURISDICTION. 16. CONTRACTOR MUST BE RESPONSIBLE FOR THE TIMELY ORDERING OF MATERIALS INCLUDED IN THESE CONTRACT DOCUMENTS - SOME ITEMS IN THESE DOCUMENTS MAY REQUIRE LONG LEAD TIMES OR SPECIAL COORDINATION. SUBSTITUTIONS WILL NOT BE ALLOWED FOR MATERIAL NOT ORDERED IN A TIMELY FASHION. 17. CONTRACTOR MUST CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS, (BOTH NEW AND EXISTING) REPORTING ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO ORDERING MATERIALS OR PROCEEDING WITH ANY PHASE OF THE WORK. 18. CONTRACTOR MUST CHECK AND VERIFY ALL DIMENSIONS PRIOR TO COMMENCING CONSTRUCTION - ALL DISCREPANCIES MUST BE NOTED AND SENT TO THE ARCHITECT WITH ADEQUATE TIME TO REVIEW PRIOR TO STARTING THAT PORTION OF THE WORK IN ORDER TO AVOID PROJECT DELAYS. 19. CONTRACTOR MUST CLEAN, PATCH AND REPAIR ALL SURFACES DAMAGED BY DEMOLITION, ALTERATION OR INSTALLATION OF THE WORK. 20. CONTRACTOR MUST PREPARE ALL WALLS AND PARTITIONS AS REQUIRED BY THE FINISH MANUFACTURER TO RECEIVE THE FINISHES SPECIFIED. 21. CONTRACTOR MUST PROVIDE ADDITIONAL FURRING (THE ENTIRE LENGTH OF THE WALL) TO FULLY CONCEAL ALL MECHANICAL, ELECTRICAL, PLUMBING AND STRUCTURAL ITEMS THAT PROJECT FROM THE FACE OF THE WALL OR PARTITION AND ARE NOT SPECIFICALLY NOTED TO BE SURFACE MOUNTED. 22. CONTRACTOR TO PROVIDE PORTABLE FIRE EXTINGUISHERS IN ACCORDANCE WITH LOCAL JURISDICTION AND NFPA 10. MAXIMUM TRAVEL DISTANCE TO NEAREST FIRE EXTINGUISHER FROM ANY POINT IN THE BUILDING MUST NOT EXCEED 75 FEET. EXISTING FIRE EXTINGUISHERS MUST BE TESTED AND RE-USED IF FULLY OPERATIONAL. FIRE EXTINGUISHERS MUST BE SIZED FOR NO LESS THAN ORDINARY HAZARD. 23. ALL REQUESTS FROM INFORMATION PROMPTED BY THE BUILDING OFFICIALS MUST INCLUDE A COPY OF THE BUILDING OFFICIALS’COMMENTS AND THE BUILDING INSPECTORS FIELD REPORT TO ENSURE AN ACCURATE AND TIMELY RESPONSE. 24. CONTRACTOR AND SUBCONTRACTOR MUST ALL BE LICENSED TO PERFORM THEIR REQUESTED DUTIES AS REQUIRED IN ACCORDANCE WITH LOCAL STANDARDS. 25. CONTRACTOR MUST COMPARE STRUCTURAL SECTIONS WITH ARCHITECTURAL SECTIONS AND REPORT ANY DISCREPANCY TO THE ARCHITECT PRIOR TO FABRICATION OR INSTALLATION OF STRUCTURAL MEMBERS. 26. ALL EXISTING EQUIPMENT AND FINISHES THAT ARE SCHEDULED OR NOTED TO REMAIN WILL BE PROTECTED BY THE CONTRACTOR. PHOTOGRAPHS OFEXISTING CONDITIONS MUST BE PROVIDED BY THE CONTRACTOR TO DOCUMENT PRE-EXISTING DAMAGE & FINISH CONDITIONS. 27. ALL EXISTING EQUIPMENT AND FINISHES THAT ARE SCHEDULED OR NOTED TO REMAIN WILL BE PROTECTED BY THE CONTRACTOR. PHOTOGRAPHS OFEXISTING CONDITIONS MUST BE PROVIDED BY THE CONTRACTOR TO DOCUMENT PRE-EXISTING DAMAGE & FINISH CONDITIONS. 28. THE CONTRACTOR MUST COORDINATE ALL DEMO AND NEW WORK ACTIVITIES WITH THE AIRPORT PRIOR TO PROCEEDING. 29. MOCK UPS (AS REQUIRED) MUST BE CONSTRUCTED BY THE CONTRACTOR PRIOR TO BEGINNING DEMOLITION WORK. 30. DO NOT USE ESCALATORS OR STAIRS FOR MOVING EQUIPMENT AND OR MATERIALS UNLESS COORDINATED WITH AIRPORT FACILITIES/OPERATIONS. WHEN USING ELEVATOR, ELEVATOR WALL, SIDES AND CEILING MUST BE PROTECTED FROM DAMAGE, ALL DAMAGE IS THE RESPONSIBILITY OF GENERAL CONTRACTOR AND MUST BE CORRECTED PRIOR TO PROJECT COMPLETION. 31. THE CONTRACTOR IS TO PROTECT EXISTING FINISHES, AND MAKE REPAIRS TO THE EXISTING FINISHES AND FIRE PROOFING WHERE DAMAGED OR REQUIRED FOR UNDER SLAB WORK AND CORES, AS PART OF THE NEW WORK ASSOCIATED WITH THIS PROJECT. 32. WHERE MATERIALS ARE APPLIED TO, OR ARE IN DIRECT CONTACT WITH WORK INSTALLED BY ANOTHER SUBCONTRACTOR, COMMENCEMENT OF WORK IMPLIES ACCEPTANCE OF THE SUBSTRATE AS SUITABLE FOR THE APPLICATION INTENDED. A. ISOLATE DISSIMILAR METALS TO PREVENT GALVANIC CORROSION. a. 33. OPENINGS IN RATED WALL, FLOOR, CEILING AND ROOF ASSEMBLIES MUST BE SEALED WITH PENETRATION SEALANT SYSTEMS MEETING OR EXCEEDING THE REQUIRED FIRE RESISTIVE RATINGS. 34. MAINTAIN THE FIRE RATING OF CONSTRUCTION AROUND CABINETS, PANELS, AND BOXES RECESSED IN FIRE RATED WALL, FLOOR, AND CEILING ASSEMBLIES. 35. PROVIDE CONTINUOUS PERIMETER FIRE SAFING BETWEEN FLOORS AND COORDINATE THE INSTALLATION WITH THE EXTERIOR WALL. FIRE RATING OF SAFING MUST MATCH FIRE RATING OF FLOOR CONSTRUCTION. 36. FIELD MEASURE AND CONFIRM DIMENSIONS FOR OWNER PROVIDED EQUIPMENT AND FURNISHINGS. 37. PROVIDE STIFFENERS, BRACING, BACKING PLATES AND BLOCKING REQUIRED FOR SECURE INSTALLATION OF TOILET PARTITIONS, DOORS AND DOOR HARDWARE INCLUDING WALL-MOUNTED DOOR STOPS, HANDRAILS, WALL-MOUNTED SHELVES, OPERABLE PARTITIONS, MISCELLANEOUS EQUIPMENT, AND SUSPENDED MECHANICAL AND ELECTRICAL EQUIPMENT. 38. COORDINATE ALL BASE AND HOUSEKEEPING PADS WITH MECHANICAL, PLUMBING AND ELECTRICAL EQUIPMENT. 39. LOCATE ACCESS PANELS AS INDICATED ON DRAWINGS. FOR ACCESS PANELS NOT SHOWN BUT REQUIRED BY PROVISIONS OF THE CONTRACT DOCUMENTS, LOCATED IN ACCORDANCE WITH APPLICABLE CODES. SUBMIT PROPOSED LOCATIONS TO THE ARCHITECT FOR REVIEW AND ACCEPTANCE PRIOR TO INSTALLATION. 40. ALL NON-GALVANIZED EXTERIOR EXPOSED STEEL TO RECEIVE HIGH PERFORMANCE COATING. 41. DO NOT OBSTRUCT ACCESS TO EXISTING EXITS. 42. PENETRATIONS IN THE EXTERIOR BUILDING WALL ARE NOT ALLOWED, INCLUDING THOSE REQUIRED FOR OUTLETS AND BLOCKING. 43. FULLY LAY OUT GRID, WALL, AND OPENING PLACEMENT IN AN AREA PRIOR TO START OF PARTITION CONSTRUCTION. VERIFY THAT DIMENSIONS ARE CONSISTENT WITH REQUIREMENTS INDICATED IN THE DOCUMENTS. REFER ANY DIMENSIONAL INCONSISTENCIES TO THE ARCHITECT FOR RESOLUTION PRIOR TO THE START OF PARTITION CONSTRUCTION. 44. FINISH FLOOR ELEVATIONS ARE TO TOP OF CONCRETE UNLESS OTHERWISE NOTED. 45. LEVEL FLOORS THAT EXCEED 1/4" VARIANCE IN A 10'-0" RADIUS. 46. COORDINATE INSTALLATION OF DIFFUSERS, SPEAKERS, SPRINKLER HEADS, AND ACCESS PANELS WITH LIGHTING LAYOUT. REPORT ANY CONFLICTS TO THE ARCHITECT PRIOR TO INSTALLATION. 47. EXIT SIGNS AND SMOKE DETECTORS LOCATED IN HARD CEILINGS MUST BE POSITIONED AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION AND MUST BE CENTERED IN CORRIDORS AND LOCATED A DISTANCE OF 1'-0" FROM THE WALL TO THE CENTER OF THE FIXTURE UNLESS OTHERWISE NOTED. 48. GANG MULTIPLE SWITCHES TOGETHER INTO ONE BOX WITH A SINGLE COVER PLATE WHENEVER POSSIBLE. MULTIPLE SWITCHES, WHICH CANNOT BE GANGED TOGETHER IN THE SAME BOX, MUST BE LOCATED AS CLOSE TOGETHER AS POSSIBLE AND MOUNTED AT THE SAME HEIGHT. 49. APPROVE FLOOR OUTLET LOCATIONS WITH ARCHITECT AND BUILDING MANAGEMENT PRIOR TO CORE DRILLING. 50. WALL OUTLETS MUST BE INSTALLED AT 18" AFF UNLESS OTHERWISE NOTED. INSTALL SWITCH PLATES AT 42" AFF UNLESS OTHERWISE NOTED. 51. DO NOT INSTALL OUTLET OR J-BOXES BACK-TO-BACK ON OPPOSITE SIDES OF THE WALL. BOXES MUST BE SEPARATED BY A STUD. 52. ALL ROOF PENETRATIONS REQUIRED FOR INSTALLATION OF MECHANICAL UNITS, EQUIPMENT CURBS, VENTS, ETC. MUST BE DONE PER MANUFACTURER'S RECOMMENDATIONS TO ENSURE ALL WARRANTIES ARE MAINTAINED. PROVIDE FLASHING, COUNTER FLASHING, SEALANT, ETC. AS REQUIRED TO PROVIDE WATERPROOF CONDITION, TYPICAL AT ALL ROOF PENETRATIONS. ARCHITECTURAL ABBREVIATIONS PLAN SYMBOLS 1-HOUR RATED WALL 2-HOUR RATED WALL 3-HOUR RATED WALL SMOKE RATED WALL BATT INSULATION CONCRETE EXPOSED & FINISHED WOOD TRIM GYPSUM / PLASTER PLYWOOD RIGID INSULATION STEEL MATERIAL SYMBOLS STUCCO / E.I.F.S. GRAVEL MASONRY - CONCRETE BLOCK TILE / CARPET XX View Name SCALE:1/8" = 1'-0" DOOR TAG CALLOUT HEAD & REGION A101 A1 SIM BUILDING SECTION KEYNOTE VIEW TITLE LEVEL HEAD A1 A101 SIM A1 A101 SIM A1 A101 SIM A1 A101 SIM Name Elevation ROOM TAG WALL TAG XXX DETAIL SECTION WINDOW & STOREFRONT TAG MATERIAL TAG VIEW REFERENCE REVISION TAG NORTH ARROW 1 XX 1 A101 A101 0 0 0 0 ELEVATION - EXTERIOR ELEVATION - INTERIOR WALL SECTION 0 CEILING TAG GENERAL NOTES XXXX 12'-0" AFF CEILING TYPE CEILING HEIGHT *NOTE - REFER TO PARTITION TYPE SHEET FOR INFO ON TAG PT-1 A1 1A11 FURNITURE & EQUIPMENT TAG TOILET ACCESSORY TAG 1i 1i ROOM NAME 101 N PN SEE -/--- SEE -/--- REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: SHEET NUMBER SHEET TITLE PROJECT NUMBER 1003-0070-005 NOT RELEASED FOR CONSTRUCTION PROFESSIONAL SEAL AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B WILMINGTON INTERNATIONAL AIRPORT RS&H Architects-Engineers-Planners, Inc. 1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos. 50073* *F-0493 *C-28 © 2024 RS&H, INC. 8/ 8 / 2 0 2 4 6 : 3 5 : 5 9 P M A u t o d e s k D o c s : / / 1 0 0 3 0 0 7 0 0 0 4 _ I L M TO 4 R d w y I n f I m p r o v D e s i g n / 1 0 0 3 0 0 7 0 0 0 4 _ I L M _ T O 4 E x i t P l a z a _ A _ R 2 4 . r v t KFS SRG 08/09/2024 JCE 100% DESIGN GENERAL NOTES, ABBREVIATIONS AND SYMBOLS G-004 & AND @ AT A.B. ANCHOR BOLT A.F.S. ABOVE FLOOR SLAB A.W.I. ARCHITECTURAL WOODWORK INSTITUTE A/C AIR CONDITIONER ACT ACOUSTICAL CEILING TILE ADJ ADJUSTABLE AFF ABOVE FINISHED FLOOR AHU AIR HANDLING UNIT ALUM ALUMINUM ANOD. ANODIZED ANSI AMERICAN NATIONAL STANDARDS INSTITUTE APPROX. APPROXIMATE OR APPROXIMATELY ARCH ARCHITECTURE, ARCHITECTURAL AVG AVERAGE B.H.M.I. BUILDER'S HARDWARE MANUFACTURER'S ASSOCIATION, INC. B.O. BOTTOM OF B.U.R. BUILT-UP ROOFING BID BAGGAGE INFORMATION DISPLAY BIM BUILDING INFORMATION MODELING BLDG. BUILDING BM. BEAM C.J. CONTROL JOINT CFMF COLD FORMED METAL FRAMING CL CENTERLINE CL O.T.S. CENTERLINE OF TENANT SEPARATION CLG. CEILING CLO. CLOSET CLR. CLEAR CMU CONCRETE MASONRY UNIT COL. COLUMN COLS. COLUMNS CONC. CONCRETE CONT. CONTINUOUS D.S. DOWNSPOUT DIA. DIAMETER DR. DOOR DSN DOWNSPOUT DTL. OR DET. DETAIL DWG. DRAWING E.F.S. EXTERIOR FACE OF SHEATHING E.J. EXPANSION JOINT E.O.S. EDGE OF SLAB E.P. ELECTRICAL PANEL E.R.D. EMERGENCY ROOF DRAIN E.T.D. ESTIMATED TRAVEL DISTANCE E.W.C. ELECTRIC WATER COOLER EA. EACH ELEC. ELECTRIC, ELECTRICAL ELEV. ELEVATION ENG. ENGINEER, ENGINEERING EPDM ETHYLENE PROPYLENE DIENE MONOMER EQ. EQUAL EQUIP. EQUIPMENT EXIST. EXISTING EXP. EXPANSION, EXPOSED EXT. EXTERIOR F.D. FIRE DAMPER, FLOOR DRAIN F.F. FINISHED FLOOR F.F.E. FINISHED FLOOR ELEVATION F.O. FACE OF F.O.B. FACE OF BRICK F.O.P. FACE OF POST F.V. FIELD VERIFY FDC FIRE DEPARTMENT CONNECTION FDN FOUNDATION FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FHC FIRE HOSE CABINET FID FLIGHT INFORMATION DISPLAY FIN. FINISH, FINISHED FLR. FLOOR FRP FIBER REINFORCED PANEL FT. FEET FTG. FOOTING G.P. GLOSSY PAINT GA. GAUGE GALV. GALVANIZED GBF GYPSUM BOARD FURRING GID GATE INFORMATION DISPLAY GL. GLASS GWB GYPSUM WALL BOARD GYP. GYPSUM HB HOSE BIB HDW HARDWARE HGT. OR HT. HEIGHT HKS HOOKS HM HOLLOW METAL HORIZ. HORIZONTAL HVAC HEATING VENTILATION & AIR CONDITIONING I.D. INSIDE DIAMETER i.e. THAT IS, SUCH AS I.F.S. INTERIOR FACE OF STUD IN. INCH, INCHES INSUL. INSULATION INT. INTERIOR JAN. JANITOR JST. JOIST JT. JOINT K.P. KICK PLATE LAM. LAMINATE LAV. LAVATORY LB. POUND LDG. LANDING LONG. LONGITUDINAL LRV. LOUVER LT. LIGHT LTG. LIGHTING LVP LUXURY VINYL PLANK LVT LUXURY VINYL TILE M.O. MASONRY OPENING MATL. MATERIAL MAX. MAXIMUM MECH MECHANICAL MEP MECHANICAL, ELECTRICAL, & PLUMBING MFGR. MANUFACTURER MGR. MANAGER MIN. MINIMUM MOD MODIFIED MSC. MISCELLANEOUS MTL METAL MUFID MULTI-USER FLIGHT INFORMATION DISPLAY N.I.C. NOT IN CONTRACT N.T.S. NOT TO SCALE N/A NOT APPLICABLE NFPA NATIONAL FIRE PROTECTION ASSOCIATION NO. NUMBER O.C. ON CENTER O.D. OUTSIDE DIAMETER OFCI OWNER FURNISHED CONTRACTOR INSTALLED OPG OPENING OPP. OPPOSITE OSHA OCCUPATIONAL SAFETY AND HEALTH ACT OVHD OVERHEAD P.LAM. PLASTIC LAMINATE PBB PASSENGER BOARDING BRIDGE PDU POWER DISTRIBUTION UNIT PLYWD. PLYWOOD PNL. PANEL PR. PAIR PRE-FAB PRE-FABRICATED PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT PAINT, PRESSURE TREATED PVC POLYVINYL CHLORIDE Q.T. QUARRY TILE R RADIUS R.A.F. RAISED ACCESS FLOOR R.A.G. RETURN AIR GRILLE R.D. ROOF DRAIN R.O. ROUGH OPENING RB RUBBER BASE RECEP. RECEPTION, RECEPTIONIST REF. REINFORCING, REINFORCEMENT REQ'D. REQUIRED REV. REVISED, REVISION S.F. SQUARE FEET S.G.P. SEMI-GLOSS PAINT S.S. SERVICE SINK SC SEALED CONCRETE SCHED. SCHEDULE SCW. SOLID CORE WOOD SECT. SECTION SFRM SPRAYED FIRE RESISTIVE MATERIAL SHT. SHEET SHTS. SHEETS SIM. SIMILAR SPECS. SPECIFICATIONS SQ. SQUARE SQ. IN. SQUARE INCHES STC SOUND TRANSMISSION CLASS STD. STANDARD STL. STEEL STOR. STORAGE STRUCT STRUCTURAL, STRUCTURE SUSP. SUSPENDED T&G TONGUE & GROOVE T.O. STL. TOP OF STEEL T.O.B. TOP OF BRICK, TOP OF BEAM T.O.S. TOP OF STEEL, TOP OF SLAB T.O.SH. TOP OF SHEATHING T.O.W. TOP OF WALL TEL. TELEPHONE TG TEMPERED GLASS TYP. TYPICAL U.L. UNDERWRITERS LABORATORIES U.O.N. UNLESS OTHERWISE NOTED VB VAPOR BARRIER VCT OR VT VINYL COMPOSITION TILE VDC VIRTUAL DESIGN & CONSTRUCTION VERT. VERTICAL VR VIRTUAL REALITY W.C. WATER CLOSET W/ WITH WCO WALL CLEANOUT WD WOOD WMP WIRE MESH PARTITION WWF WELDED WIRE FABRIC YD. YARD Ø DIAMETER NO. DESCRIPTION DATE 08-09-2024 T-TURN CLEAR SPACE 5' - 0" MIN. 1' - 0" MIN. 1' - 0"3' - 0" MIN . 2' - 0 " MIN . 3' - 0 " 5' - 0 " U-TURN AND PASSING SPACES 60" DIA. PUSH SIDE DOOR CLEARANCE NOTE: Y=48" MIN. IF DOOR HAS A CLOSER Y = 4 2 " M I N . CLEAR 32" MIN. PUSH SIDE DOOR CLEARANCE NOTE: X=12" MIN. IF DOOR HAS BOTH A LATCH AND CLOSER 48 " M I N . NOTE: Y=54" IF DOOR HAS CLOSER PULL SIDE DOOR CLEARANCE 24" MIN. Y = 4 8 " M I N . PULL SIDE DOOR CLEARANCE 60 " M I N . 18" MIN. 24" PREFERRED NOTE: X=36" MIN. IF Y=60" X=42" MIN. IF Y=54" PULL SIDE DOOR CLEARANCE X Y PUSH SIDE DOOR CLEARANCE NOTE: Y=48" MIN. IF DOOR HAS BOTH A LATCH AND CLOSER Y = 4 2 " M I N . 54" MIN. 12" CLEAR 32" MIN. U.N . O . 10 " 8"8"8"8"8"8"8"8" COUNTER DEPTH 24" MAX. COUNTER & UNDERCOUNTER OVER COUNTER OUTLET COMMON POWER DATA/ AV CLUSTER ISOLATED GROUND POWER OR TELEPHONE TYPICAL POWER GROUPING ABOVE MILLWORK PROVIDE GROMMET HOLE @ EACH. GROUP UNDER COUNTER OUTLET 10 " 8" 18 " 8"8" TYPICAL POWER GROUPING COMMON POWER DATA ISOLATED GROUND POWER OR PHONE 74 " 18 " 46 " THERMOSTAT LIGHT SWITCH & DIMMERS TYPICAL PHONE / THERMOSTAT / SWITCH / OUTLET / VISUAL ALARM GROUPINGS AT CORNERS EDGE OF WALL VISUAL ALARM/ STROBE 8" 6" 74 " 46 " 6" - 8" EQ EQ THERMOSTAT LIGHT SWITCH & DIMMERS TYPICAL PHONE / THERMOSTAT / SWITCH / OUTLET / VISUAL ALARM GROUPINGS BETWEEN COLUMNS AND OPENINGS WALL, COLUMN OR OPENING VISUAL ALARM/ STROBE 18 " THERMOSTAT 17 " - 1 9 " MAX. 12"42" MIN. 54" MIN. 33 " - 3 6 " 36" MIN. 12" MIN. 44 " - 4 8 " M A X . 74 " M I N . 40 " M A X . 9" M I N . 34 " M A X . RESTROOM MOUNTING HEIGHTS TOILET ACCESSORIESLAVATORY MOUNTING HEIGHTS AND CLEARANCES TOILET PAPER DISPENSER BOTTOM OF SKIRT, IF APPLICABLE HAND DRYER INSULATE EXPOSED PIPES 16" - 18" * TOP OF GRAB BARS GRIPPING SURFACE MUST NOT EXCEED 36" 7" - 9" 27 " M I N . 250 FT./LB. MIN. FORCE IN ANY DIRECTION PROVIDE 2x WOOD BLOCKING AS REQUIRED AT GRAB BARS TO WITHSTAND A DOWNWARD LOAD OF AT LEAST 250 LBF, WHEN TESTED ACCORDING TO METHOD IN ASTM F 446. 3' - 4 " M A X . 2' - 1 0 " M A X . 2' - 3 " M I N . 9" M I N . CLEARANCE 6" MIN. TOE 17" MIN. DEPTH CLEARANCE 8" MIN. KNEE 33 " - 3 6 " GARMENT HOOK 250 FT./LB MIN. FORCE IN ANY DIRECTION TO P O F F . E . 48 " TO P O F F . E . 48 " FIRE EXTINGUISHERS AND CABINETS (F.E.)(F.E.C.) 1:12 MAX RAMP 1' - 0" 34 " - 3 8 " 1' - 0" T.O . B R A I L L E T E X T 48 " M A X . TYPICAL BRAILLE ROOM SIGN ROOM SIGNAGE LOCATION: 2" OFF FRAME UNLESS NOTED EDGE OF DOOR 18" MIN. CLEAR FLOOR SPACE BUILDING SIGNAGE TO BE PROVIDED AT LOCATIONS AS REQUIRED BY 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN CL CL SOAP DISPENSER PAPER TOWEL DISPENSER COMBO TOWEL/ WASTE UNIT 6"4" 82 " 46 " 18 " TYPICAL PHONE / THERMOSTAT / SWITCH / OUTLET / VISUAL ALARM GROUPINGS AT DOORS AND OPENINGS VISUAL ALARM/ STROBE LIGHT SWITCH NOTE: OBJECTS MOUNTED 27" OR GREATER ABOVE FINISHED FLOOR MUST NOT PROTRUDE FROM THE FACE OF WALL MORE THAN 4". 6'-8" MINIMUM HEAD CLEARANCE IS REQUIRED AT ALL TIMES. 2" 30 " M A X . 48 " M A X . SANITARY NAPKIN DISPOSAL 1' - 6" SEAT COVER DISPENSER 39 " - 4 1 " 39" - 41" SCALE: = 1'-0" REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: SHEET NUMBER 0 4 84 1/4" SHEET TITLE PROJECT NUMBER 1003-0070-005 NOT RELEASED FOR CONSTRUCTION PROFESSIONAL SEAL AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B WILMINGTON INTERNATIONAL AIRPORT RS&H Architects-Engineers-Planners, Inc. 1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos. 50073* *F-0493 *C-28 © 2024 RS&H, INC. 8/ 8 / 2 0 2 4 6 : 3 5 : 5 9 P M A u t o d e s k D o c s : / / 1 0 0 3 0 0 7 0 0 0 4 _ I L M TO 4 R d w y I n f I m p r o v D e s i g n / 1 0 0 3 0 0 7 0 0 0 4 _ I L M _ T O 4 E x i t P l a z a _ A _ R 2 4 . r v t KFS SRG 08/09/2024 JCE 100% DESIGN ADA COMPLIANCE AND ACCESSIBILITY G-006 SCALE: 1/4" = 1'-0" ACCESSIBILITY DETAILS SCALE: 1/4" = 1'-0" ADA MOUNTING HEIGHTS B1 A1 NO. DESCRIPTION DATE 08-09-2024 SYMBOL LEGEND LIFE SAFETY LEGEND ESCAPE ROUTE TRAVEL PATH OCCUPANCY LEGEND PARTITION LEGEND FIRE EXTINGUISHER CABINET AND FIRE EXTINGUISHER EXIT EXIT SIGN NON-RATED WALL SYSTEM NOTE: REFER TO PARTITION TAGS ON PLANS FOR PARTITION TYPE DETAILS FEC FE BUSINESS MECHANICAL / STORAGE FIRE-RATED CONSTRUCTION (NCSBC) CODE ANALYSIS - ADMIN BUILDING UNDER TYPE IIB CONSTRUCTION STRUCTURAL ELEMENTS REQUIRE THE FOLLOWING FIRE RATINGS (TABLE 601): PRIMARY STRUCTURAL FRAME 0 HOURS BEARING WALLS 0 HOURS FLOOR CONSTRUCTION 0 HOURS ROOF CONSTRUCTION* 0 HOUR ROOF SECONDARY FRAMING* 0 HOUR * ROOF CONSTRUCTION AND SECONDARY FRAMING ONLY MAY BE OMITTED IF ALL ELEMENTS ARE LOCATED ENTIRELY ABOVE 20' AFF. TABLE 602 DOES NOT REQUIRE ANY EXTERIOR WALL RATINGS OCCUPANT LOAD (NCSBC TABLE 1004.1.2) USE AND OCCUPANCY CLASSIFICATION: BUSINESS MECHANICAL-STORAGE OCCUPANT LOAD FACTOR: 1 PER 150 (1/150) GROSS 1 PER 300 (1/300) GROSS AREA: 658 SF 131 SF OCCUPANTS: 5 1 TOTAL BUILDING (1 FLOOR) OCCUPANCY: 6 PERSONS FIRE-RATED SEPARATIONS (IBC/LSC) THE FOLLOWING FIRE RATED SEPARATIONS ARE REQUIRED: TYPE RATING OPENING PROTECTION OCCUPANCY SEPARATION(508.3) 0 HOURS N/A SHAFTS (LSC 8.6.5) 1 HOUR N/A ESCALATOR (LSC 8.6.9.7) 1 HOUR N/A EXIT ACCESS CORRIDORS 0 HOUR N/A MEANS OF EGRESS (NCSBC) MAXIMUM TRAVEL DISTANCE (TABLE 1017.2) GROUP B/ BUSINESS - 200 FT MAXIMUM DEAD-END CORRIDOR (1020.4) GROUP B -50 FT EGRESS STAIR WIDTH (1005.3.1) - .3" PER OCCUPANT EGRESS WIDTH PER PERSON (1005.3.2) - .2" PER OCCUPANT MINIMUM CORRIDOR WIDTH (TABLE 1020.2) 44" THE ADMINISTRATION BUILDING, BUS STOPS AND ENTRY AND EXIT CANOPIES ARE LOCATED AT THE WILMINGTON INTERNATIONAL AIRPORT (ILM). THE PROJECT CONSISTS OF TWO (2) 273 SF BUS STOPS, ONE (1) TWO LANE ENTRY CANOPY, ONE (1) SIX LANE ENTRY CANOPY, AND ONE (1) SEVEN LANE EXIT CANOPY. SEVEN LANE EXIT CANOPY IS LOCATED ADJACENT TO A NEW 789 SF ADMINSTRATIVE BUILDING SERVING THE NEW PARKING LOT FOR ILM. THE ADMINISTRATIVE BUILDING INCLUDES 2 OFFICES, BREAK ROOM, STORAGE AND AN IDF ROOM. THE MAIN BUILDING IS CLASSIFIED AS A NONSEPARATED, GROUP B FACILITY (508.3). TABLE 506.2 ALLOWS 23,000 SF AREA FOR TYPE IIB CONSTRUCTION FOR THE GROUP B OCCUPANCY. (601) THE ACTUAL AREA PER STORY IS 945 SQ. FT. TABLE 504.3a PERMITS 3 STORIES AND 55' HEIGHT FOR THE GROUP B OCCUPANCY. THE ACTUAL HEIGHT IS 1 STORIES AND 14 FT. NOTE: INCREASES PERMITTED FOR SPRINKLER SYSTEMS DOES NOT APPLY CODE ANALYSIS - ADMIN BUILDING APPLICABLE CODES MINIMUM STANDARD CODES : 2018 NORTH CAROLINA STATE BUILDING CODE (NCSBC) 2018 INTERNATIONAL FIRE CODE (IFC) 2018 INTERNATIONAL PLUMBING CODE 2018 NORTH CAROLINA STATE MECHANICAL CODE (NCSBC-M) 2020 NATIONAL ELECTRIC CODE (NEC) 2018 INTERNATIONAL ENERGY CONSERVATION CODE 2012 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 101, LIFE SAFETY CODE (LSC)** ACCESSIBILITY: 2018 NORTH CAROLINA BUILDING CODE - 2009 ANSI A117.1 https://www.ncosfm.gov/codes/codes-current-and-past OCCUPANCY CLASSIFICATION (NCSBC) GROUP B/BUSINESS: ADMIN BUILDING GROUP A/ASSEMBLY: BUS STOPS BUILDING DATA TOTAL GROSS BUILDING SQUARE FOOTAGE: 945 SF NUMBER OF FLOORS: 1 HEIGHT OF BUILDING: 14'-0" OVERALL SPRINKLERED: NO TOTAL BUS STOPS SQUARE FOOTAGE: 2 @ 273 SF EACH NUMBER OF FLOORS: 1 HEIGHT OF BUILDING: 9'-9" OVERALL SPRINKLERED: NO TOTAL EXIT CANOPY 1 GROSS SQUARE FOOTAGE: 2,256 SF TOTAL ENTRY CANOPY 1 GROSS SQUARE FOOTAGE: 1,952 SF TOTAL ENTRY CANOPY 2 GROSS SQUARE FOOTAGE: 755 SF CONSTRUCTION CLASSIFICATION (NCSBC) PROJECT DESCRIPTION CODE ANALYSIS - ADMIN BUILDING CLASSIFICATION: BUSINESS MECHANICAL REQUIRED: 1 SERVICE SINK 1 SERVICE SINK CLASSIFICATION: BUSINESS STORAGE LOAD FACTOR: 1 PER 40 1 PER 100 TOTAL OCCUPANTS (1/2): 3 1 OCCUPANTS: 5 1 TOTAL (REQUIRED): 1 MALE,1 FEMALE TOTAL (PROVIDED): 0 MALE, 0 FEMALE + 1 UNISEX LAVATORIES: CLASSIFICATION: BUSINESS MECHANICAL LOAD FACTOR: 1 PER 1000 1 PER 1000 TOTAL OCCUPANTS: 5 1 REQUIRED: N/A OCCUPANT LOAD < REQUIREMENT TOTAL (PROVIDED): 0 DRINKING FOUNTAINS: SERVICE SINKS: PLUMBING FIXTURE COUNT (IPC) CLASSIFICATION: BUSINESS STORAGE LOAD FACTOR: 1 PER 25 1 PER 100 TOTAL OCCUPANTS (1/2): 3 1 OCCUPANTS: 5 1 TOTAL (REQUIRED): 1 MALE,1 FEMALE TOTAL (PROVIDED): 0 MALE, 0 FEMALE + 1 UNISEX WATER CLOSETS/ URINAL: TOTAL (PROVIDED): 1 1 2 1.6 B.1 A.1 56 SF IDF ROOM 105 105 SF OFFICE 1 106 105 SF OFFICE 2 107 41 SF STORAGE 0 OCC. 109 A B 231 SF BREAKROOM 101 151 SF RECEPTION 100 66 SF RESTROOM 102 34 SF JANITOR 108 TOTAL LENGTH: 46' -8" FE /160 OCC. 1.6"/32 WIDTH 8 SCALE: = 1'-0" REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: SHEET NUMBER 0 4 84 1/4" SHEET TITLE PROJECT NUMBER 1003-0070-005 NOT RELEASED FOR CONSTRUCTION PROFESSIONAL SEAL AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B WILMINGTON INTERNATIONAL AIRPORT RS&H Architects-Engineers-Planners, Inc. 1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos. 50073* *F-0493 *C-28 © 2024 RS&H, INC. 8/ 8 / 2 0 2 4 6 : 3 6 : 0 0 P M A u t o d e s k D o c s : / / 1 0 0 3 0 0 7 0 0 0 4 _ I L M TO 4 R d w y I n f I m p r o v D e s i g n / 1 0 0 3 0 0 7 0 0 0 4 _ I L M _ T O 4 E x i t P l a z a _ A _ R 2 4 . r v t KFS SRG 08/09/2024 JCE 100% DESIGN ADMIN BUILDING CODE ANALYSIS AND LIFE SAFETY PLAN G-101 N PN SCALE: 1/4" = 1'-0"A3 1ST FLOOR LIFE SAFETY PLAN NO. DESCRIPTION DATE 08-09-2024 THE INTERIM CURBSIDE CANOPY AND WALKWAY IMPROVEMENTS PROJECT IS LOCATED IN WILMINGTON, NORTH CAROLINA AT WILMINGTON INTERNATIONAL AIRPORT (ILM) AND IS FOR PEDESTRIAN USE DURING CONSTRUCTION OF FORTHCOMING AIRPORT CURBSIDE IMPROVEMENTS. THIS PROJECT WILL PROVIDE A SAFE PASSAGE FOR PEDESTRIANS DROPPED OFF AT THE TEMPORARY CURBSIDE INTO THE EXISTING AIRPORT TERMINAL BUILDING. THIS PROJECT CONSISTS OF A TWO METAL CANOPIES THAT ARE OPEN ON ALL SIDES THAT CONNECT EITHER END OF AN ENCLOSED, CONDITIONED WALKWAY. THE FIRST OPEN CANOPY IS LOCATED AT THE TEMPORARY PASSENGER DROP OFF CURB AND COVERS 4,900 SF. THE SECOND OPEN CANOPY IS LOCATED ADJACENT TO THE EXISTING AIRPORT TERMINAL BUILDING AND COVERS 2,565 SF. THE ENCLOSED, CONDITIONED WALKWAY IS 4,785 SF. THE OPEN CANOPIES AND ENCLOSED PEDESTRIAN WALKWAY WILL REMAIN ON SITE FOR THE DURATION OF CONSTRUCTION OF CURBSIDE IMPROVEMENTS. THE ENCLOSED PEDESTRIAN WALKWAY IS CLASSIFIED AS TYPE IIB. ALLOWABLE HEIGHT: 55'-0" , 3 STORIES (TABLES 504.3/504.4: IIB, "BUSINESS" OCCUPANCY) ACTUAL HEIGHT: 10'-9" TALL, 1 STORY ALLOWABLE AREA: 23,000 GSF (TABLE 506.2: IIB, "BUSINESS" OCCUPANCY) ACTUAL AREA: 4,855 GSF CODE ANALYSIS - INTERIM WALKWAY APPLICABLE CODES MINIMUM STANDARD CODES : 2018 NORTH CAROLINA STATE BUILDING CODE (NCSBC) 2018 NORTH CAROLINA STATE MECHANICAL CODE (NCSBC-M) 2020 NATIONAL ELECTRIC CODE (NEC)* 2018 NORTH CAROLINA STATE ENERGY CONSERVATION CODE (NCSBC-ECC) 2009 ANSI A117.1 ACCESSIBILITY CODE, (NFPA) 101 *ADOPTED WITH 2018 NC AD-HOC COMMITTEE AMENDMENTS BUILDING DATA TOTAL GROSS ENCLOSED PEDESTRIAN WALKWAY SQUARE FOOTAGE: 4,855 SF NUMBER OF FLOORS: 1 HEIGHT OF ENCLOSED PEDESTRIAN WALKWAY: 10'-9" OVERALL SPRINKLERED: NO CONSTRUCTION CLASSIFICATION (NCSBC) PROJECT DESCRIPTION FIRE-RATED CONSTRUCTION (NCSBC) UNDER TYPE IIB CONSTRUCTION STRUCTURAL ELEMENTS REQUIRE THE FOLLOWING FIRE RATINGS (TABLE 601): PRIMARY STRUCTURAL FRAME 0 HOURS BEARING WALLS 0 HOURS FLOOR CONSTRUCTION 0 HOURS ROOF CONSTRUCTION* 0 HOUR ROOF SECONDARY FRAMING* 0 HOUR * ROOF CONSTRUCTION AND SECONDARY FRAMING ONLY MAY BE OMITTED IF ALL ELEMENTS ARE LOCATED ENTIRELY ABOVE 20' AFF. TABLE 602 DOES NOT REQUIRE ANY EXTERIOR WALL RATINGS MEANS OF EGRESS (NCSBC) THE LENGTH OF EXIT ACCESS TRAVEL SHALL BE 200 FEET OR LESS. (TABLE 1017.2) THE UNOBSTRUCTED WIDTH OF PEDESTRIAN WALKWAYS SHALL BE NOT LESS THAN 36 INCHES. THE TOTAL WIDTH SHALL BE NOT GREATER THAN 30 FEET. (3104.8) THE ENCLOSED PEDESTRIAN WALKWAY UNOBSTRUCTED WIDTH IS 11'-1 1/2". OCCUPANCY CLASSIFICATION (NCSBC) GROUP B "BUSINESS" - ENCLOSED PEDESTRIAN WALKWAY OCCUPANT LOAD (NCSBC) USE AND OCCUPANCY CLASSIFICATION: "BUSINESS" - ENCLOSED PEDESTRIAN WALKWAY (EXTERIOR CONCOURSE OCCUPANT LOAD TYPE) OCCUPANT LOAD FACTOR: 1 PER 100 GSF AREA: 4,855 GSF OCCUPANTS: 49 TOTAL BUILDING (1 FLOOR) OCCUPANCY: 33 PERSONS FIRE SEPARATION (NCSBC) THE ENCLOSED PEDESTRIAN WALKWAY IS APPROXIMATELY 51'-7" FROM THE EXISTING AIRPORT TERMINAL BUILDING. THEREFORE IT DOES NOT REQUIRE FIRE SEPARATION. (TABLE 602) FIRE PROTECTION (NCSBC) THE CONTENTS OF THE ENCLOSED PEDESTRIAN WALKWAY IS LIMITED TO METAL BENCHES. AUTOMATIC SPRINKLERS, FIRE ALARMS, AND STANDPIPES ARE NOT REQUIRED OR PROVIDED. PORTABLE FIRE EXTINGUISHERS ARE PROVIDED. EGRESS CAPACITY (NCSBC) THE FLOOR PLAN SHOWS EXITS (DESIGNATED AS 100 THROUGH 103). DOOR MEASUREMENTS INCLUDE CLEAR WIDTH WITH DOOR OPEN 90 DEGREES. DOORS 100 101 102 103 ______ TOTAL: WIDTH (INCHES) 68 68 68 68 ______ 272 OCCUPANT LOAD 13 12 12 12 ______ 49 49 OCCUPANCY EXIT CAPACITY @ 0.2 INCHES PER PERSON = 9.8 INCHES REQUIRED. (1005.3.2) 272 INCHES PROVIDED. SYMBOL LEGEND LIFE SAFETY LEGEND ESCAPE ROUTE TRAVEL PATH PARTITION LEGEND FIRE EXTINGUISHER EXIT SIGN NON-RATED WALL SYSTEM FE BUSINESS OCCUPANCY FE OPEN CANOPY AT INTERIM CURBSIDE DROP OFF INTERIM ENCLOSED PEDESTRIAN WALKWAY EXISTING AIRPORT TERMINAL 4855 SF BUSINESS 1 33 OCC. TOTAL LENGTH: 76' -0" TOTAL LENGTH: 76' -0" TOTAL LENGTH: 70' -0" TOTAL LENGTH: 70' -0" TOTAL LENGTH: 70' -0" TOTAL LENGTH: 70' -0" FE FE OPEN CANOPY NEAR EXISTING TERMINAL A-162 D151' - 7" 100 101 102 103 SCALE: = 1'-0" REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: SHEET NUMBER 0 32 6432 1/32" SHEET TITLE PROJECT NUMBER 1003-0070-005 NOT RELEASED FOR CONSTRUCTION PROFESSIONAL SEAL AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B WILMINGTON INTERNATIONAL AIRPORT RS&H Architects-Engineers-Planners, Inc. 1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos. 50073* *F-0493 *C-28 © 2024 RS&H, INC. 8/ 8 / 2 0 2 4 9 : 3 8 : 3 4 A M A u t o d e s k D o c s : / / 1 0 0 3 0 0 7 0 0 0 4 _ I L M TO 4 R d w y I n f I m p r o v D e s i g n / 1 0 0 3 0 0 7 0 0 0 4 _ I L M _ T O 4 T e m p or a r y C a n o p y _ A _ R 2 4 . r v t CGB SG 08/09/2024 CV 100% DESIGN INTERIM WALKWAY LIFE SAFETY PLAN AND CODE ANALYSIS G-161 N PN SCALE: 1/32" = 1'-0"B1 LIFE SAFETY PLAN - ENCLOSED PEDESTRIAN WALKWAY NO. DESCRIPTION DATE 08-09-2024 CONT. HEADER TRACK CEILING AS SCHEDULED ACOUSTICAL SEALANT AND BACKER ROD BOTH SIDES UNDERSIDE OF DECK / STRUCTURE ONE LAYER GYP. WALL BD. EACH SIDE ON METAL STUDS HOLD GYP. WALL BOARD 1/2" AFF, TYPICAL; BASE AS SCHEDULED SOUND BATT INSULATION CONTINUOUS ACOUSTICAL SEALANT BOTH SIDES OF WALL BOTTOM TRACK ONE LAYER GYP. WALL BD. EACH SIDE ON METAL STUDS CEILING AS SCHEDULED UNDERSIDE OF DECK / STRUCTURE CONT. HEADER TRACK HOLD GYP. WALL BOARD 1/2" AFF, TYPICAL; BASE AS SCHEDULED BOTTOM TRACK CEILING AS SCHEDULED 6" BRACE AS REQUIRED TO MEET LATERAL LOAD REQUIREMENTS OF CODE ONE LAYER GYP. WALL BD. EACH SIDE ON METAL STUDS HOLD GYP. WALL BOARD 1/2" AFF, TYPICAL; BASE AS SCHEDULED UNDERSIDE OF DECK / STRUCTURE CONT. HEADER TRACK BOTTOM TRACK PARTITION TAG GENERAL PARTITION TYPES NOTES NOTE: PARTITION TAGS ARE READ LEFT TO RIGHT. 1. THE FIRST SECTION IN THE TAG INDICATES THE WALL TYPE BASED ON THE PRIMARY MATERIAL OR USE OF THE PARTITION AS REFERENCED IN THE WALL TYPE SCHEDULE'S FIRST TWO COLUMNS. 2. THE SECOND SECTION IN THE TAG INDICATES THE HEAD CONDITION OF THE WALL: A = 6" ABOVE CEILING, B = 6" BELOW STRUCTURE, C = TO CEILING, D = TO DECK/STRUCTURE, P = PARTIAL HEIGHT WALL 3. THE LAST SECTION IN THE TAG INDICATES WHETHER THE WALL ASSEMBLY IS FIRE RATED (IF APPLICABLE) AND IF SO, TO WHAT NUMERICAL HOUR RATING. B3-A WALL TYPE (MATERIAL/USE) GENERAL NOTES 1. SEE PLANS FOR ALL LOCATIONS OF PARTITION TYPES. 2. PROVIDE WATER-RESISTANT CORE GYPSUM WALL BOARD AT TILED OR WET LOCATIONS, INCLUDING, BUT NOT LIMITED TO: RESTROOMS, LOCKER ROOMS, SHOWER AREAS, JANITOR CLOSETS, KITCHEN AREAS. 3. SEE STRUCTURAL DRAWINGS FOR MASONRY WALL SIZE AND CONSTRUCTION. 4. COLUMNS SHOWN W/ ENCLOSURES AS PER DETAILS ON ARCHITECTURAL DRAWINGS. WHERE COLUMNS INTERSECT PARTITIONS, PROVIDE RATED OR SOUND ATTENUATED PARTITION ACROSS COLUMN ENCLOSURE, TO MAINTAIN ASSEMBLY RATING. 5. REFER TO SPECIFICATIONS FOR ADDITIONAL WALL BOARD PRODUCT DATA, THICKNESS, AND ADDITIONAL PERFORMANCE REQUIREMENTS. 6. REFER TO SPECIFICATIONS FOR METAL STUD SPACING AND PERFORMANCE REQUIREMENTS FOR METAL STUD GAUGES. 7. GYPSUM WALLBOARD ON PARTITIONS REQUIRING A RATING OF ONE-HOUR OR MORE MUST MEET CONDITIONS STIPULATED BY UL DESIGN NUMBER, WHETHER OR NOT WALL TREATMENT IS SCHEDULED. 8. FRICTION FIT SOUND ATTENUATION INSULATION SNUG IN PLACE BETWEEN FRAMING USED IN PARTITIONS. HEAD CONDITION STANDARD PARTITION TAG RS3-1 WALL TYPE (MATERIAL/USE) NUMERICAL HOUR RATING RATED PARTITION TAG REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: SHEET NUMBER SHEET TITLE PROJECT NUMBER 1003-0070-005 NOT RELEASED FOR CONSTRUCTION PROFESSIONAL SEAL AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B WILMINGTON INTERNATIONAL AIRPORT RS&H Architects-Engineers-Planners, Inc. 1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos. 50073* *F-0493 *C-28 © 2024 RS&H, INC. 8/ 8 / 2 0 2 4 6 : 3 6 : 0 1 P M A u t o d e s k D o c s : / / 1 0 0 3 0 0 7 0 0 0 4 _ I L M TO 4 R d w y I n f I m p r o v D e s i g n / 1 0 0 3 0 0 7 0 0 0 4 _ I L M _ T O 4 E x i t P l a z a _ A _ R 2 4 . r v t KFS SRG 08/09/2024 JCE 100% DESIGN PARTITION TYPES G-501TYPE MARK DESCRIPTION FIRE RATING UL No. HEAD UL No. STC TYPE A3-D 3 5/8" MTL STUD ACOUSTICAL METAL STUD PARTITION A4-D 3 5/8" MTL STUD MOISTURE RESISTANT GYPSUM BOARD AT WET AREAS; TILE FINISH AT RESTROOM INTERIOR TYPE MARK DESCRIPTION FIRE RATING UL No. HEAD UL No. STC TYPE B3-D 3 5/8" MTL STUD METAL STUD PARTITION TYPE MARK DESCRIPTION FIRE RATING UL No. HEAD UL No. STC TYPE B3-A 3 5/8" MTL STUD METAL STUD PARTITION A#-D PARTITION TYPE B#-D PARTITION TYPEB#-A PARTITION TYPE NO. DESCRIPTION DATE 08-09-2024 ADMIN BUILDING EXIT CANOPY 1 ENTRY CANOPY 1 ENTRY CANOPY 2 BUS STOP 1 BUS STOP 2 INTERIM ENCLOSED WALKWAY AND CANOPY EXISTING TERMINAL SCALE: = 60'-0" REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: SHEET NUMBER 0 60 12060 1" SHEET TITLE PROJECT NUMBER 1003-0070-005 NOT RELEASED FOR CONSTRUCTION PROFESSIONAL SEAL AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B WILMINGTON INTERNATIONAL AIRPORT RS&H Architects-Engineers-Planners, Inc. 1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos. 50073* *F-0493 *C-28 © 2024 RS&H, INC. 8/ 2 2 / 2 0 2 4 5 : 5 8 : 5 0 P M A u t o d e s k D o c s : / / 1 0 0 3 0 0 7 0 0 0 4 _ I L M T O 4 R d w y I n f I m p r o v D e s i g n / 1 0 0 3 0 0 7 0 0 0 4 _ I L M _ T O 4 E x i t P l a z a _ A _ R 2 4 . r v t KFS SRG 08/09/2024 JCE 100% DESIGN ARCHITECTURAL SITE PLAN AS-101 N PN SCALE: 1" = 60'-0"A1 ARCHITECTURAL SITE PLAN NO. DESCRIPTION DATE 1 ADDENDUM #1 08/23/2024 1 1 1 NOT RELEASED FOR CONSTRUCTION PROFESSIONAL SEAL A2 A-201 C1 A-201 A1 A-201 1 2 8' - 0"15' - 6"15' - 6"15' - 6"15' - 6"15' - 6"15' - 6" 2' - 6"25' - 8 1/2" 2' - 1 1 " 1 5 ' - 0 " 2 ' - 6 " CANOPY OVERHEAD 1.1 1.2 1.3 1.4 1.5 1.6 B.1 A.1 A-102 A1 ALUMINUM COLUMN, TYP CONCRETE ISLAND REFERENCE CIVIL LANE 4LANE 5LANE 6LANE 7 LANE 3 LANE 2 ISLAND A ISLAND B ISLAND C ISLAND D ISLAND E ISLAND F ISLAND G OPERABLE BARRIER, SEE ELECTRICAL PLANS, TYP. TICKET DISPENSER, SEE ELECTRICAL PLANS, TYP LICENSE PLATE READER, SEE ELECTRICAL PLANS, TYP IDF 103 RESTROOM 102 OFFICE 1 104 RECEPTION 100 OFFICE 2 105 JANITOR 106STORAGE 107 BREAKROOM 101 A BLANE 1 A1 A-221 12' - 0" 3' - 6" 12' - 0" 3' - 6" 12' - 0" 3' - 6" 12' - 0" 3' - 6" 12' - 0" 3' - 6" 12' - 0" 3' - 6" 12' - 0" 3' - 6" TYP. 6" TYP. 6" TYP. 8" TYP. 1' - 3" TYP. 1' - 6" TY P . 3' - 0 " TY P . 10 ' - 0 " TY P . 28 ' - 6 " TY P . 3' - 0 " TY P . 44 ' - 6 " TYP. 2' - 6" LANE ENTRY/EXIT DYNAMIC SIGNAGE PROVIDED BY AND INSTALLED BY OTHERS BOLLARD, TYP. SEE CIVIL 1.0 20 ' - 5 " TY P . 7' - 6 " 104' - 0" SLOPE SLOPE SL O P E SL O P E CANOPY OVERHEAD CANOPY OVERHEAD PARTITION LEGEND GENERAL SHEET NOTES FLOOR PLAN LEGEND & SHEET NOTES 1. ALL EXTERIOR WALLS TO BE DIMENSIONED TO THE FACE OF SHEATHING OR CONCRETE U.N.O. 2. ALL INTERIOR WALLS TO BE DIMENSIONED TO THE FACE OF STUD U.N.O. 3. SEE ENLARGED PLANS FOR PARTITION TAGS NOT IDENTIFIED ON OVERALL FLOOR PLANS. 4. PROVIDE 5/8" WATER-RESISTANT GWB IN LIEU OF TYPICAL GWB AT ALL WET AREAS INCLUDING, BUT NOT LIMITED TO: A. RESTROOMS B. LOCKER ROOMS C. SHOWER AREAS D. JANITOR CLOSETS E. KITCHEN AREAS. 5. FIELD VERIFY ALL DIMENSIONS, REPORT ANY DISCREPANCIES TO THE ARCHITECT FOR CLARIFICATION PRIOR TO PROCEEDING WITH CONSTRUCTION. 6. SEAL ALL PENETRATIONS ON EXTERIOR WALLS. 7. ALL PLYWOOD TO BE FIRE TREATED, U.N.O. 8. DOOR FRAMES TO BE LOCATED 4" FROM CORNER OF WALL U.N.O. NOTE: REFER TO PARTITION TAGS ON PLANS AND PARTITION TYPE DETAILS NON-RATED WALL SYSTEM GENERAL NOTES 1. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE BUILDING CODE OF THE STATE OF NORTH CAROLINA. 2. THE DIMENSIONS SHALL BE USED IN CONJUNCTION WITH THE SPECIFICATIONS. 3. THE CONTRACTOR WILL FIELD VERIFY DIMENSIONS AND REPORT IN WRITING ANY CONFLICTS PRIOR TO FABRICATION. 4. SEE ELECTRICAL PLANS FOR OPERATIONAL LAYOUT. CONTRACTOR SHALL VERIFY AND COORDINATE WITH OWNER'S VENDOR FOR CORRECT PLACEMENT OF HARDWARE PRIOR TO CONSTRUCTION. 5. EXISTING AND FUTURE UNDERLAY LINEWORK FOR REFERENCE PURPOSES ONLY. ANY CIVIL RELATED WORK, SEE CIVIL PACKAGE FOR DETAILS. 6. THESE DRAWINGS ARE PROVIDED FOR A SPECIFIC DESIGN INTENT ONLY. THE SIGN CONTRACTOR SHALL BE RESPONSIBLE FOR ENGINEERING AND INTERNAL CONSTRUCTION OF ALL SIGNS. ANY PRODUCTS OR METHODS SPECIFIED MAY BE SUBSTITUTED WITH EQUAL SO LONG AS THE OVERALL DIMENSIONS, APPEARANCE, AND FUNCTIONALITY OF THE DESIGN IS RETAINED. 7. THE SIGN CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ALL ANCHORAGES, ALL ELECTRICAL FIXTURES AND REQUIRED CONNECTIONS INTO CIRCUITS, AND WILL SUBMIT SHOP DRAWINGS, MESSAGE SCHEDULE, AND DETAILS FOR REVIEW. BASIS OF DESIGN 1. PEACHTREE PER TSP 10 73 00 ALUMINUM WALKWAY COVERS. SCALE: = 1'-0" REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: SHEET NUMBER 3/16" 0 4 8 124 SHEET TITLE PROJECT NUMBER 1003-0070-005 NOT RELEASED FOR CONSTRUCTION PROFESSIONAL SEAL AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B WILMINGTON INTERNATIONAL AIRPORT RS&H Architects-Engineers-Planners, Inc. 1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos. 50073* *F-0493 *C-28 © 2024 RS&H, INC. 8/ 2 3 / 2 0 2 4 9 : 4 5 : 4 0 A M A u t o d e s k D o c s : / / 1 0 0 3 0 0 7 0 0 0 4 _ I L M T O 4 R d w y I n f I m p r o v D e s i g n / 1 0 0 3 0 0 7 0 0 0 4 _ I L M _ T O 4 E x i t P l a z a _ A _ R 2 4 . r v t KFS SRG 08/09/2024 JCE 100% DESIGN OVERALL ADMIN BUILDING AND EXIT CANOPY PLAN A-101 N PN SCALE: 3/16" = 1'-0"A1 OVERALL FLOOR PLAN NO. DESCRIPTION DATE 1 ADDENDUM #1 08/23/2024 1 1 NOT RELEASED FOR CONSTRUCTION NOT RELEASED FOR CONSTRUCTION PROFESSIONAL SEAL PARTITON LEGEND FLOOR PLAN LEGEND & SHEET NOTES NON-RATED WALL SYSTEM PRECAST OR C.I.P. CONCRETE WALL SYSTEM CONCRETE MASONRY UNIT WALL SYSTEM GENERAL SHEET NOTES 1. ALL EXTERIOR WALLS TO BE DIMENSIONED TO THE FACE OF SHEATHING OR CONCRETE U.N.O. 2. ALL INTERIOR WALLS TO BE DIMENSIONED TO THE FACE OF STUD U.N.O. 3. SEE ENLARGED PLANS FOR PARTITION TAGS NOT IDENTIFIED ON OVERALL FLOOR PLANS. 4. PROVIDE 5/8" WATER-RESISTANT GWB IN LIEU OF TYPICAL GWB AT ALL WET AREAS INCLUDING, BUT NOT LIMITED TO: A. RESTROOMS B. JANITOR CLOSETS C. KITCHEN AREAS 5. EXTEND SMOKE BARRIER PARTITION WALLS TO BOTTOM OF UPPER FLOOR STRUCTURE. 6. FIELD VERIFY ALL DIMENSIONS, REPORT ANY DISCREPANCIES TO THE ARCHITECT FOR CLARIFICATION PRIOR TO PROCEEDING WITH CONSTRUCTION. 7. SEAL ALL PENETRATIONS ON EXTERIOR WALLS. 8. ALL PLYWOOD TO BE FIRE TREATED, U.N.O. 9. DOOR FRAMES TO BE LOCATED 4" FROM CORNER OF WALL U.N.O. 2-HOUR RATED WALL SYSTEM 1-HOUR RATED WALL SYSTEM NOTE: REFER TO PARTITION TAGS ON PLANS AND PARTITION TYPE DETAILS NO WORK IN AREA, U.N.O. A2 A-201 A-401C1 C2 1 2 1.6 B.1 A.1 B1 A-301 B1 A-301 A1 A-301 A1 A-301 35 ' - 0 " 106 107 A3-D A-401 A3 1' - 4"5' - 0"6' - 1 1/4"2' - 9 3/4" 5' - 0 " 4' - 1 0 7 / 8 " 1' - 1 1 / 4 " 5' - 0 " 1' - 4 7 / 8 " 105 3' - 7 " 5' - 0 " 5' - 0 " 5' - 0 " 103 100B 100A 104 7' - 0 5 / 8 " 5' - 1 3 / 8 " 10 ' - 2 " 5' - 0 " 7 3 / 4 " 33 ' - 8 1 / 2 " 7 3 / 4 " ISLAND A IDF 103 RESTROOM 102 OFFICE 1 104 RECEPTION 100 OFFICE 2 105 JANITOR 106STORAGE 107 BREAKROOM 101 A B 7 3/4"25' - 8 1/2"7 3/4" 27' - 0" A1 A-201 C1 A-201 B1 A-201 8" A A A A A A3-D A3-D B3-D A4-D B3-A A3-D A3-D EQ EQ A-603 A2 A-601 B3 3' - 6 " CG1 A4-D A3-D 102 BOLLARD, TYP. SEE DETAIL 5 SHEET E-311 IN ELECTRICAL DRAWINGS 7' - 9 1/4"6' - 3 3/8" CONCRETE PAD, SEE STRUCTURAL DOWNSPOUT, TYP. CLEAN OUT, SEE PLUMBING SL O P E SL O P E SLOPE SLOPE SL O P E SL O P E SLOPE SLOPE 6' - 6 " 3' - 0 " M I N . SEE CIVIL FOR CONNECTION TO CURB SCALE: = 1'-0" REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: SHEET NUMBER 3/8" 0 2 4 62 SHEET TITLE PROJECT NUMBER 1003-0070-005 NOT RELEASED FOR CONSTRUCTION PROFESSIONAL SEAL AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B WILMINGTON INTERNATIONAL AIRPORT RS&H Architects-Engineers-Planners, Inc. 1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos. 50073* *F-0493 *C-28 © 2024 RS&H, INC. 8/ 2 3 / 2 0 2 4 9 : 4 5 : 4 2 A M A u t o d e s k D o c s : / / 1 0 0 3 0 0 7 0 0 0 4 _ I L M T O 4 R d w y I n f I m p r o v D e s i g n / 1 0 0 3 0 0 7 0 0 0 4 _ I L M _ T O 4 E x i t P l a z a _ A _ R 2 4 . r v t KFS SRG 08/09/2024 JCE 100% DESIGN ADMIN BUILDING FLOOR PLAN A-102 N PN SCALE: 3/8" = 1'-0"A1 OVERALL FLOOR PLAN - ENLARGED NO. DESCRIPTION DATE 1 ADDENDUM #1 08/23/2024 1 NOT RELEASED FOR CONSTRUCTION NOT RELEASED FOR CONSTRUCTION PROFESSIONAL SEAL FIXTURE LEGEND CEILING PLAN LEGEND & SHEET NOTES 2' x 2' FLUORESCENT LIGHT FIXTURE 2' x 2' EMERGENCY FLUORESCENT LIGHT FIXTURE 4" x 4' LINEAR PENDANT LIGHT FIXTURE DOWNLIGHT RECESSED CAN LIGHT FIXTURE DOWNLIGHT EMERGENCY RECESSED CAN LIGHT FIXTURE WALL MOUNTED EXIT SIGN 2' x 2' SUPPLY AIR DIFFUSER 12" x 24" RETURN AIR GRILLE CEILING TYPES LEGEND GENERAL SHEET NOTES 1. DEVICES HAVE BEEN SHOWN FOR COORDINATION PURPOSES. SEE MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION DRAWINGS FOR ITEMS NOT SHOWN ON REFLECTED CEILING PLANS. CONTACT THE ARCHITECT IF ANY CONFLICTS OCCUR. 2. ALL CEILING MOUNTED DEVICES MUST BE CENTERED IN BOTH DIRECTIONS IN ACOUSTICAL CEILING PANELS U.N.O. 3. CENTER SPRINKLER HEADS IN ACOUSTICAL. CEILING PANELS WHERE THEY OCCUR. COORDINATE THE LOCATION OF THE SPRINKLER HEADS WITH OTHER CEILING FIXTURES AND EQUIPMENT IN ALL CEILINGS. ENSURE THAT A SYMMETRICAL AND BALANCED ARRANGEMENT IS INSTALLED. CONTRACTING OFFICER IS TO REVIEW INSTANCES OF NON-EQUAL SPACING PRIOR TO INSTALLATION. 4. ALL NEW GYP. SOFFITS TO BE 5/8" TYPE "X" GYP, U.N.O. 5. PROVIDE 5/8" MOISTURE-RESISTANT GWB FOR CEILINGS IN LIEU OF TYPICAL GWB AT ALL WET AREAS INCLUDING, BUT NOT LIMITED TO RESTROOMS, JANITOR CLOSETS AND KITCHEN AREAS. 6. PROVIDE ACCESS PANELS AS REQUIRED FOR ACCESS TO PLUMBING VALUES AND MECHANICAL DAMPER BALANCE CONTROLS. COORDINATE ALL LOCATIONS WITH TRADES AND ARCHITECT, TYP. ALL ACCESS PANELS TO BE PAINTED TO MATCH ADJACENT SURFACES. EXPOSED TO ABOVE 2' x 2' EXHAUST AIR GRILLE ACT-1 EXP 2' x 2' SUSPENDED ACOUSTICAL CEILING TILE SYSTEM SPLIT SYSTEM AC UNIT WALL MOUNTED EXTERIOR LIGHT FIXTURE 1 2 1.6 B.1 A.1 B1 A-301 B1 A-301 A1 A-301 A1 A-301 STORAGE 107 JANITOR 106 OFFICE 2 105 OFFICE 1 104 BREAKROOM 101 RECEPTION 100 RESTROOM 102 ACT-1 9' - 0" AFF ACT-1 9' - 0" AFF ACT-1 9' - 0" AFF IDF 103 PREMANUFACTURED METAL CANOPY PREMANUFACTURED METAL CANOPY EXPOSED TO STRUCTURE ABOVE A B EXPOSED TO STRUCTURE ABOVE B1 A-504 PREMANUFACTURED METAL CANOPY EQ EQ EQ EQ EQ EQ EQ EQ EQ EQUIPMENT, REFERENCE MECHANICAL ACT-1 9' - 0" AFF 3' - 6 1 / 8 " DSN DSN EXPOSED TO STRUCTURE ABOVE SCALE: = 1'-0" REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: SHEET NUMBER 0 8 168 1/8" SHEET TITLE PROJECT NUMBER 1003-0070-005 NOT RELEASED FOR CONSTRUCTION PROFESSIONAL SEAL AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B WILMINGTON INTERNATIONAL AIRPORT RS&H Architects-Engineers-Planners, Inc. 1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos. 50073* *F-0493 *C-28 © 2024 RS&H, INC. 8/ 8 / 2 0 2 4 6 : 3 6 : 0 6 P M A u t o d e s k D o c s : / / 1 0 0 3 0 0 7 0 0 0 4 _ I L M TO 4 R d w y I n f I m p r o v D e s i g n / 1 0 0 3 0 0 7 0 0 0 4 _ I L M _ T O 4 E x i t P l a z a _ A _ R 2 4 . r v t KFS SRG 08/09/2024 JCE 100% DESIGN ADMIN BUILDING REFLECTED CEILING PLAN A-103 N PN SCALE: 3/8" = 1'-0"A1 ADMIN BUILDING REFLECTED CEILING PLAN NO. DESCRIPTION DATE 08-09-2024 1 2 1.6 B.1 A.1 B1 A-301 B1 A-301 A1 A-301 A1 A-301 A-104 B3 3/4" / 1'-0" A B EXIT CANOPY OVERHEAD A-104 A3 EQUIPMENT, REFERENCE MECHANICAL BOLLARDS, TYP. TRANSFORMER, REFERENCE ELECTRICAL SLOPE GUTTER GENERAL ROOF NOTES 1. ALL ROOF PENETRATIONS REQUIRED FOR INSTALLATION OF MECHANICAL UNITS, EQUIPMENT CURBS, VENTS, ETC. MUST BE DONE PER MANUFACTURER'S RECOMMENDATIONS TO ENSURE ALL WARRANTIES ARE MAINTAINED. PROVIDE FLASHING, COUNTERFLASHING, SEALANT, ETC. AS REQUIRED TO PROVIDE WATERPROOF CONDITION, TYPICAL AT ALL ROOF PENETRATIONS. 1 A1 A-301 A1 A-301 A1 A-503 B1 A-503 C1 A-503 16' - 2" 14 ' - 5 1 / 2 " 3' - 0" MIN. 1 A 8' - 6" C1 A-503 B1 A-503 A1 A-503 3' - 0 " M I N . SCALE: = 1'-0" SCALE: = 1'-0" REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: SHEET NUMBER 3/4" 0 1 2 31 3/8" 0 2 4 62 SHEET TITLE PROJECT NUMBER 1003-0070-005 NOT RELEASED FOR CONSTRUCTION PROFESSIONAL SEAL AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B WILMINGTON INTERNATIONAL AIRPORT RS&H Architects-Engineers-Planners, Inc. 1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos. 50073* *F-0493 *C-28 © 2024 RS&H, INC. 8/ 8 / 2 0 2 4 6 : 3 6 : 0 7 P M A u t o d e s k D o c s : / / 1 0 0 3 0 0 7 0 0 0 4 _ I L M TO 4 R d w y I n f I m p r o v D e s i g n / 1 0 0 3 0 0 7 0 0 0 4 _ I L M _ T O 4 E x i t P l a z a _ A _ R 2 4 . r v t KFS SRG 08/09/2024 JCE 100% DESIGN ADMIN BUILDING ROOF PLAN A-104 N PN SCALE: 3/8" = 1'-0"A1 ADMIN BUILDING ROOF PLAN SCALE: 3/4" = 1'-0"B3 TYPICAL SINGLE DOOR OVERHEAD CANOPY ENLARGED ROOF PLAN SCALE: 3/4" = 1'-0"A3 DOUBLE DOOR OVERHEAD CANOPY ENLARGED ROOF PLAN NO. DESCRIPTION DATE 08-09-2024 ALUMINUM COLUMN BY MANUFACTURER LANE 1 LANE 2 LANE 3 LANE 4 LANE 5 ISLAND A ISLAND B ISLAND C ISLAND D ISLAND E LANE 6 A1 A-221 B1 A-221 ISLAND F LANDSCAPE AREA, SEE CIVIL PLANS. CONCRETE ISLAND REFERENCE CIVIL OPERABLE BARRIER, SEE ELECTRICAL PLANS, TYP. TICKET DISPENSER, SEE ELECTRICAL PLANS, TYP. BOLLARD, TYP. SEE CIVIL. LICENSE PLATE READER, SEE ELECTRICAL PLANS, TYP TYP. 44' - 6" LANE ENTRY/EXIT DYNAMIC SIGNAGE PROVIDED BY AND INSTALLED BY OTHERS, TYP. 1.1 1.2 1.3 1.4 1.5 A.1 B.1 1.0 CANOPY ABOVE TYP. 3' - 0" TYP. 10' - 0" TYP. 28' - 6" TYP. 3' - 0" 12 ' - 0 " 3' - 6 " 12 ' - 0 " 3' - 6 " 12 ' - 0 " 3' - 6 " 12 ' - 0 " 3' - 6 " 12 ' - 0 " 3' - 6 " 12 ' - 0 " 3' - 6 " 15 ' - 6 " 15 ' - 6 " 15 ' - 6 " 15 ' - 6 " 15 ' - 6 " 2' - 11"15' - 0"2' - 6" 90 ' - 6 " 20' - 5" TY P . 2' - 6 " TY P . 6" TY P . 6" TY P . 1' - 6 " TY P . 1' - 3 " TY P . 8" TYP. 7' - 6" ENTRY CANOPY 1 IS TO BE INSTALLED IN A FUTURE PHASE AND IS SHOWN FOR REFERENCE FOR PROCUREMENT, FOUNDATION DESIGN , AND CONDUIT RUNS ONLY. SEE CIVIL DRAWINGS FOR CURB ISLANDS AND CONCRETE LIMITS IN PHASE 1B. LANE 1 LANE 2 ISLAND A ISLAND B CANOPY ABOVE ALUMINUM COLUMN BY MANUFACTURER, TYP. A3 A-221 A1 A-221 LANDSCAPE AREA, SEE CIVIL PLANS. CONCRETE ISLAND REFERENCE CIVIL OPERABLE BARRIER, SEE ELECTRICAL PLANS, TYP. TICKET DISPENSER, SEE ELECTRICAL PLANS, TYP. BOLLARD, TYP. SEE CIVIL. LICENSE PLATE READER, SEE ELECTRICAL PLANS, TYP A.2 B.2 2.1 2.2 8' - 0 " 15 ' - 6 " 5' - 0 " 28 ' - 6 " 2' - 11"15' - 0"2' - 6" 20' - 5" 12 ' - 0 " 3' - 6 " 12 ' - 0 " 3' - 6 " TY P . 8" TY P . 1' - 3 " TY P . 6" TYP. 7' - 6" TYP. 44' - 6"TYP. 3' - 0" TYP. 10' - 0" TYP. 28' - 6" TYP. 3' - 0" TY P . 1' - 6 " SCALE: = 1'-0" REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: SHEET NUMBER 0 8 168 1/8" SHEET TITLE PROJECT NUMBER 1003-0070-005 NOT RELEASED FOR CONSTRUCTION PROFESSIONAL SEAL AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B WILMINGTON INTERNATIONAL AIRPORT RS&H Architects-Engineers-Planners, Inc. 1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos. 50073* *F-0493 *C-28 © 2024 RS&H, INC. 8/ 8 / 2 0 2 4 6 : 3 6 : 0 8 P M A u t o d e s k D o c s : / / 1 0 0 3 0 0 7 0 0 0 4 _ I L M TO 4 R d w y I n f I m p r o v D e s i g n / 1 0 0 3 0 0 7 0 0 0 4 _ I L M _ T O 4 E x i t P l a z a _ A _ R 2 4 . r v t KFS SRG 08/09/2024 JCE 100% DESIGN ENTRY CANOPY 1 AND ENTRY CANOPY 2 FLOOR PLANS A-122N PN SCALE: 1/8" = 1'-0"A1 ENTRY CANOPY 1 FLOOR PLAN N PN SCALE: 1/8" = 1'-0"A3 ENTRY CANOPY 2 FLOOR PLAN NO. DESCRIPTION DATE 08-09-2024 B1 A-201 1.1 1.2 1.3 1.4 1.5 1.6 B.1 104' - 0" SL O P E A.1 A1 A-221 1.0 20 ' - 5 " 8' - 0" 15' - 6" 15' - 6" 15' - 6" 15' - 6" 15' - 6" 15' - 6" 3' - 0" 2' - 6 " 15 ' - 0 " 2' - 1 1 " SL O P E METAL DECK, TYP. METAL FASCIA TRIM, TYP. CURVED BEAM, TYP. 6" x 8" ALUMINUM COLUMN BELOW, TYP. SLOPE A1 A-221 1.1 1.2 1.3 1.4 1.5 A.1 B.1 1.0 5' - 0 " 15 ' - 6 " 1 5 ' - 6 " 1 5 ' - 6 " 1 5 ' - 6 " 15 ' - 6 " 8 ' - 0 " 2' - 11" 15' - 0" 2' - 6" 20' - 5" 90 ' - 6 " 6" x 8" ALUMINUM COLUMN BELOW, TYP. CURVED BEAM, TYP. METAL FASCIA TRIM, TYP. METAL DECK, TYP. B1 A-221 NOTE: ENTRY CANOPY 1 IS TO BE INSTALLED IN A FUTURE PHASE AND IS SHOWN FOR REFERENCE FOR PROCUREMENT, FOUNDATION DESIGN , AND CONDUIT RUNS ONLY. SEE CIVIL DRAWINGS FOR CURB ISLANDS AND CONCRETE LIMITS IN PHASE 1B. SLOPE A1 A-221 A.2 B.2 2.1 2.2 2' - 11" 15' - 0" 2' - 6" 20' - 5" 8' - 0 " 15 ' - 6 " 5' - 0 " 28 ' - 6 " CURVED BEAM, TYP. METAL FASCIA TRIM, TYP. METAL DECK, TYP. 6" x 8" ALUMINUM COLUMN BELOW, TYP. A3 A-221 N PN SCALE: 1/8" = 1'-0"A1 EXIT CANOPY 1 ROOF PLAN SCALE: = 1'-0" REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: SHEET NUMBER 0 8 168 1/8" SHEET TITLE PROJECT NUMBER 1003-0070-005 NOT RELEASED FOR CONSTRUCTION PROFESSIONAL SEAL AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B WILMINGTON INTERNATIONAL AIRPORT RS&H Architects-Engineers-Planners, Inc. 1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos. 50073* *F-0493 *C-28 © 2024 RS&H, INC. 8/ 8 / 2 0 2 4 6 : 3 6 : 0 9 P M A u t o d e s k D o c s : / / 1 0 0 3 0 0 7 0 0 0 4 _ I L M TO 4 R d w y I n f I m p r o v D e s i g n / 1 0 0 3 0 0 7 0 0 0 4 _ I L M _ T O 4 E x i t P l a z a _ A _ R 2 4 . r v t KFS SRG 08/09/2024 JCE 100% DESIGN EXIT CANOPY 1, ENTRY CANOPY 1 AND ENTRY CANOPY 2 ROOF PLANS A-123 N PN SCALE: 1/8" = 1'-0"A2 ENTRY CANOPY 1 ROOF PLAN N PN SCALE: 1/8" = 1'-0"B1 ENTRY CANOPY 2 ROOF PLAN NO. DESCRIPTION DATE 08-09-2024 B3 A-141 C3 A-141 C1 A-141 C2 A-141 BUILT-IN BENCH TEMPERED SAFETY GLASS ALUMINUM FRAMING 4' - 8" 19' - 11" 4' - 8" 29' - 9" 4' - 11" 10' - 1" 4' - 11" 6" 28' - 3" 6" 9' - 2" TEMPERED SAFETY GLASS POLYCARBONATE BARREL VAULT ROOF ALUMINUM FRAMING T.O. BUS STOP 109' - 9" TOP OF SLAB SEE CIVIL DRAWINGS NOTE: BUS STOP IS TO BE INSTALLED IN A FUTURE PHASE AND IS SHOWN FOR REFERENCE FOR PROCUREMENT, FOUNDATION DESIGN, AND CONDUIT RUNS ONLY. SEE CIVIL DRAWINGS FOR CURB ISLANDS AND CONCRETE LIMITS IN PHASE 1B. OPEN OPEN BUILT-IN BENCH POLYCARBONATE BARREL VAULT ROOF TEMPERED SAFETY GLASSALUMINUM FRAMING T.O. BUS STOP 109' - 9" OUTDOOR RATED DISPLAY. REFER TO COMMUNICATIONS. TOP OF SLAB SEE CIVIL DRAWINGS EQ EQ POLYCARBONATE BARREL VAULT ROOF TEMPERED SAFETY GLASS ALUMINUM FRAMING T.O. BUS STOP 109' - 9" OUTDOOR RATED DISPLAY. REFER TO TELECOMMUNICATIONS. TOP OF SLAB SEE CIVIL DRAWINGS TEMPERED SAFETY GLASS ALUMINUM FRAMING POLYCARBONATE BARREL VAULT ROOF T.O. BUS STOP 109' - 9" TOP OF SLAB SEE CIVIL DRAWINGS OUTDOOR RATED DISPLAY. REFER TO TELECOMMUNICATIONS. OUTDOOR LIGHTING POLE. REFER TO ELECTRICAL. INSTALL FIXTURE AND FOUNDATION PER MANUFACTURERS REQUIREMENTS. POWDER COATED METAL FINISH. COLOR TO BE SELECTED BY ARCHITECT. RADIAN IMPACT BOLLARD. RDN- IMP-45-6R-S10-UNL, TYP. OF 8 AT EACH BUS STOP. INSTALL BOLLARD AND FOUNDATION PER MANUFACTURERS REQUIREMENTS. POWDER COATED METAL FINISH. COLOR TO BE SELECTED BY ARCHITECT. B3 A-141 C3 A-141 C1 A-141 C2 A-141 POLYCARBONATE BARREL VAULT ROOF 29' - 10" 9' - 3"NORTH ARROW DIRECTION LOCATION (SEE AS101) SITE BUS STOP 1 2BUS STOP N N GENERAL NOTES 1. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE BUILDING CODE OF THE STATE OF NORTH CAROLINA. 2. THE DIMENSIONS SHALL BE USED IN CONJUNCTION WITH THE SPECIFICATIONS. 3. THE CONTRACTOR WILL FIELD VERIFY DIMENSIONS AND REPORT IN WRITING ANY CONFLICTS PRIOR TO FABRICATION. 4. SEE ELECTRICAL PLANS FOR OPERATIONAL LAYOUT. CONTRACTOR SHALL VERIFY AND COORDINATE WITH OWNER'S VENDOR FOR CORRECT PLACEMENT OF HARDWARE PRIOR TO CONSTRUCTION. 5. EXISTING AND FUTURE UNDERLAY LINEWORK FOR REFERENCE PURPOSES ONLY. ANY CIVIL RELATED WORK, SEE CIVIL PACKAGE FOR DETAILS. 6. THESE DRAWINGS ARE PROVIDED FOR A SPECIFIC DESIGN INTENT ONLY. THE SIGN CONTRACTOR SHALL BE RESPONSIBLE FOR ENGINEERING AND INTERNAL CONSTRUCTION OF ALL SIGNS. ANY PRODUCTS OR METHODS SPECIFIED MAY BE SUBSTITUTED WITH EQUAL SO LONG AS THE OVERALL DIMENSIONS, APPEARANCE, AND FUNCTIONALITY OF THE DESIGN IS RETAINED. 7. THE SIGN CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ALL ANCHORAGES, ALL ELECTRICAL FIXTURES AND REQUIRED CONNECTIONS INTO CIRCUITS, AND WILL SUBMIT SHOP DRAWINGS, MESSAGE SCHEDULE, AND DETAILS FOR REVIEW. BASIS OF DESIGN 1. HYPERLINK "HTTP://WWW.SPECAGENT.COM/LOOKUP?UID=123457047036" BRASCO INTERNATIONAL, INC. PER TSP 10 73 43 TRANSPORTATION STOP SHELTERS . 2. RADIAN IMPACT BOLLARD. RDN-IMP-45-6R-S10-UNL, TYP. OF 8 AT EACH BUS STOP. INSTALL BOLLARD AND FOUNDATION PER MANUFACTURERS REQUIREMENTS. POWDER COATED METAL FINISH. COLOR TO BE SELECTED BY ARCHITECT. HYPERLINK "HTTPS://NLSLIGHTING.COM/WP- CONTENT/UPLOADS/CS/RDN-IMP.PDF" SCALE: = 1'-0" REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: SHEET NUMBER 0 4 84 1/4" SHEET TITLE PROJECT NUMBER 1003-0070-005 NOT RELEASED FOR CONSTRUCTION PROFESSIONAL SEAL AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B WILMINGTON INTERNATIONAL AIRPORT RS&H Architects-Engineers-Planners, Inc. 1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos. 50073* *F-0493 *C-28 © 2024 RS&H, INC. 8/ 2 3 / 2 0 2 4 9 : 4 5 : 4 3 A M A u t o d e s k D o c s : / / 1 0 0 3 0 0 7 0 0 0 4 _ I L M T O 4 R d w y I n f I m p r o v D e s i g n / 1 0 0 3 0 0 7 0 0 0 4 _ I L M _ T O 4 E x i t P l a z a _ A _ R 2 4 . r v t KFS SRG 08/09/2024 JCE 100% DESIGN BUS STOP ELEVATIONS, FLOOR AND ROOF PLANS A-141 SCALE: 1/4" = 1'-0"A1 BUS STOP TYPICAL FLOOR PLAN SCALE: 1/4" = 1'-0"B3 BUS STOP EAST ELEVATION SCALE: 1/4" = 1'-0"C3 BUS STOP WEST ELEVATION SCALE: 1/4" = 1'-0"C1 BUS STOP NORTH ELEVATION SCALE: 1/4" = 1'-0"C2 BUS STOP SOUTH ELEVATION SCALE: 1/4" = 1'-0"A2 BUS STOP ROOF PLAN NO. DESCRIPTION DATE 1 ADDENDUM #1 08/23/2024 1 1 1 1 NOT RELEASED FOR CONSTRUCTION NOT RELEASED FOR CONSTRUCTION PROFESSIONAL SEAL GENERAL ROOF NOTES 1. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE BUILDING CODE OF THE STATE OF NORTH CAROLINA. 2. THE DIMENSIONS SHALL BE USED IN CONJUNCTION WITH THE SPECIFICATIONS. 3. THE CONTRACTOR WILL FIELD VERIFY DIMENSIONS AND REPORT IN WRITING ANY CONFLICTS PRIOR TO FABRICATION. 4. SEE STRUCTURAL DRAWINGS FOR SIZES OF MEMBERS NOT CALLED OUT ON ARCHITECTURAL DRAWINGS. 5. SEE ELECTRICAL PLANS FOR OPERATIONAL LAYOUT. CONTRACTOR SHALL VERIFY AND COORDINATE WITH OWNER'S VENDOR FOR CORRECT PLACEMENT OF HARDWARE PRIOR TO CONSTRUCTION ON THE PLAZA. 6. EXISTING AND FUTURE UNDERLAY LINE WORK FOR REFERENCE PURPOSES ONLY. ANY CIVIL RELATED WORK, SEE CIVIL PACKAGE FOR DETAILS. BASIS OF DESIGN 1. INTERIM PRE-ENGINEERED OPEN CANOPIES BASIS OF DESIGN: PEACHTREE PER TSP 107300 ALUMINUM WALKWAY COVERS. 2. INTERIM PRE-ENGINEERED ENCLOSED WALKWAY BASIS OF DESIGN: VERSATUBE CLASSIC PER 107300 ALUMINUM WALKWAY COVERS. PRE-ENGINEERED METAL ENCLOSED WALKWAY. WALLS TO SLOPE WITH WALKWAY SURFACE, REFER TO CIVIL AND STRUCTURAL. CONCRETE WALKWAY TO BE A BRUSHED FINISH TO PROVIDE ANTI-SLIP SURFACE. EXISTING AIRPORT TERMINAL A-461 A3 A-162 A1 ADJACENT SHUTTLE DRIVE, REFER TO CIVIL SL O P E SL O P E B1 A-261 C2 A-361 C2 A-361 C1 A-261 D1 A-261 SL O P E SL O P E SL O P E SL O P E 3' - 0" 20' - 0" 51' - 4" 51' - 7" 32' - 0" 83' - 7" 43 4 ' - 1 " 15 ' - 0 " 15 ' - 0 " 12' - 0" 10' - 0"10' - 0" 20 ' - 0 " 41 7 ' - 0 3 / 8 " EQ E Q EQ E Q EQ EQ EXTENTS OF OPEN CANOPY EXTENTS OF OPEN CANOPY A3 A-361 A3 A-361 A1 A-361 101 102 100 104 103 A-162 C1 EQ EQ 7' - 3 " 13 5 ' - 6 3 / 4 " 12 ' - 0 " 11 7 ' - 0 " 12 ' - 0 " 12 3 ' - 6 3 / 4 " 9' - 2 5 / 8 " A1 A-461 A1 A-261 INTERIM ENCLOSED PEDESTRIAN WALKWAY 100 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 105 PORTION OF EXISTING SIDEWALK TO REMAIN, REFER TO CIVIL. GC TO PROVIDE HANDRAILS AT EXISTING SIDEWALK IF SLOPE IS MORE THAN 5% CHANGE SIDEWALK TO CONNECT TO EXISTING PARKING LOT, REFER TO CIVIL EXISTING PARKING LOT LA N D I N G 5' - 0 " LA N D I N G 5' - 0 " IDF ROOM 105 A-162 B1 PRE-ENGINEERED METAL ENCLOSED WALKWAY, ROOF TO SLOPE WITH FLOOR CONSTRUCTION PRE-ENGINEERED METAL OPEN CANOPY ROOF SECURITY DEVICES, REFER TO SECURITY DRAWINGS SECURITY DEVICES, REFER TO SECURITY DRAWINGS B1 A-261 C2 A-361 C2 A-361 C1 A-261 D1 A-261 A3 A-361 A3 A-361 A1 A-361 PRE-ENGINEERED METAL OPEN CANOPY ROOF EXISTING AIRPORT TERMINAL A1 A-461 A1 A-261 A-162 D1 SIM. N PN SCALE: 1/32" = 1'-0"A3 FLOOR PLAN - INTERIM ENCLOSED WALKWAY SCALE: = 1'-0" REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: SHEET NUMBER 0 32 6432 1/32" SHEET TITLE PROJECT NUMBER 1003-0070-005 NOT RELEASED FOR CONSTRUCTION PROFESSIONAL SEAL AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B WILMINGTON INTERNATIONAL AIRPORT RS&H Architects-Engineers-Planners, Inc. 1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos. 50073* *F-0493 *C-28 © 2024 RS&H, INC. 8/ 8 / 2 0 2 4 9 : 3 8 : 3 6 A M A u t o d e s k D o c s : / / 1 0 0 3 0 0 7 0 0 0 4 _ I L M TO 4 R d w y I n f I m p r o v D e s i g n / 1 0 0 3 0 0 7 0 0 0 4 _ I L M _ T O 4 T e m p or a r y C a n o p y _ A _ R 2 4 . r v t CGB SG 08/09/2024 CV 100% DESIGN INTERIM ENCLOSED WALKWAY PLANS A-161 N PN SCALE: 1/32" = 1'-0"A1 ROOF PLAN - INTERIM ENCLOSED WALKWAY NO. DESCRIPTION DATE 08-09-2024 GENERAL ROOF NOTES 1. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE BUILDING CODE OF THE STATE OF NORTH CAROLINA. 2. THE DIMENSIONS SHALL BE USED IN CONJUNCTION WITH THE SPECIFICATIONS. 3. THE CONTRACTOR WILL FIELD VERIFY DIMENSIONS AND REPORT IN WRITING ANY CONFLICTS PRIOR TO FABRICATION. 4. SEE STRUCTURAL DRAWINGS FOR SIZES OF MEMBERS NOT CALLED OUT ON ARCHITECTURAL DRAWINGS. 5. SEE ELECTRICAL PLANS FOR OPERATIONAL LAYOUT. CONTRACTOR SHALL VERIFY AND COORDINATE WITH OWNER'S VENDOR FOR CORRECT PLACEMENT OF HARDWARE PRIOR TO CONSTRUCTION ON THE PLAZA. 6. EXISTING AND FUTURE UNDERLAY LINE WORK FOR REFERENCE PURPOSES ONLY. ANY CIVIL RELATED WORK, SEE CIVIL PACKAGE FOR DETAILS. BASIS OF DESIGN 1. INTERIM PRE-ENGINEERED OPEN CANOPIES BASIS OF DESIGN: PEACHTREE PER TSP 107300 ALUMINUM WALKWAY COVERS. 2. INTERIM PRE-ENGINEERED ENCLOSED WALKWAY BASIS OF DESIGN: VERSATUBE CLASSIC PER 107300 ALUMINUM WALKWAY COVERS. PRE-ENGINEERED METAL CANOPY BEAMS BELOW PRE-ENGINEERED METAL CANOPY ROOF ROOF OF PRE-ENGINEERED METAL ENCLOSED WALKWAY TO TERMINAL SECURITY DEVICES, REFER TO SECURITY DRAWINGS SECURITY DEVICES, REFER TO SECURITY DRAWINGS D1 A-261 A1 A-361 A1 A-361 CL 150' - 0"150' - 0" 300' - 0" CANOPY LENGTH OVERHANG 12' - 0" CL CA N O P Y W I D T H 16 ' - 4 " PRE-ENGINEERED METAL CANOPY ROOF PRE-ENGINEERED METAL ENCLOSED WALKWAY TO TERMINAL CL CONCRETE SLAB, REFER TO CIVILEXTENTS OF PRE-ENGINEERED METAL OPEN CANOPY OVERHANG ABOVE D1 A-261 A1 A-361 PRE-ENGINEERED METAL OPEN CANOPY STRUCTURE TY P . 12 ' - 0 " O . C . 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 276' - 0" 300' - 0" 100 EQ EQ ADJACENT SHUTTLE DRIVE, REFER TO CIVIL 5' - 0 " SECURITY POLE, REFER TO SECURITY DRAWINGS 4' - 6" 3' - 0" 4' - 6" 3' - 0 " TY P . 12 ' - 0 " O . C . 4' - 0" OVERHANG 20' - 0" 9' - 6" 9' - 6" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 6' - 0" OVERHANG 147' - 0" 157' - 0" CANOPY EQ EQ CL 103 EXISTING AIRPORT TERMINAL PRE-ENGINEERED METAL OPEN CANOPY STRUCTURE PRE-ENGINEERED METAL ENCLOSED WALKWAY ADJACENT SHUTTLE DRIVE, REFER TO CIVIL EXTENTS OF PRE-ENGINEERED METAL OPEN CANOPY OVERHANG ABOVE CONCRETE SLAB, REFER TO CIVIL V.I . F . 1' - 4 5 / 8 " A1 A-461 A1 A-461 SIDEWALK TO CONNECT TO EXISTING PARKING LOT, REFER TO CIVIL 5' - 0 " A1 A-461 A1 A-461 EXISTING AIRPORT TERMINAL 132' - 11"24' - 1" CL CA N O P Y W I D T H 16 ' - 4 " 4' - 0" OVERHANG 157' - 0" CANOPY LENGTH CLCLROOF OF PRE-ENGINEERED METAL ENCLOSED WALKWAY PRE-ENGINEERED METAL CANOPY BEAMS BELOW SECURITY DEVICES, REFER TO SECURITY DRAWINGS PRE-ENGINEERED METAL CANOPY ROOF V.I . F . 1' - 4 5 / 8 " 6' - 0" OVERHANG SCALE: = 1'-0" REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: SHEET NUMBER 0 16 3216 1/16" SHEET TITLE PROJECT NUMBER 1003-0070-005 NOT RELEASED FOR CONSTRUCTION PROFESSIONAL SEAL AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B WILMINGTON INTERNATIONAL AIRPORT RS&H Architects-Engineers-Planners, Inc. 1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos. 50073* *F-0493 *C-28 © 2024 RS&H, INC. 8/ 8 / 2 0 2 4 9 : 3 8 : 3 7 A M A u t o d e s k D o c s : / / 1 0 0 3 0 0 7 0 0 0 4 _ I L M TO 4 R d w y I n f I m p r o v D e s i g n / 1 0 0 3 0 0 7 0 0 0 4 _ I L M _ T O 4 T e m p or a r y C a n o p y _ A _ R 2 4 . r v t CGB SG 08/09/2024 CV 100% DESIGN INTERIM OPEN CANOPY PLANS A-162 N PN SCALE: 1/16" = 1'-0"B1 ENLARGED ROOF PLAN - INTERIM CURBSIDE DROP OFF OPEN CANOPY N PN SCALE: 1/16" = 1'-0"A1 ENLARGED PLAN - INTERIM CURBSIDE DROP OFF OPEN CANOPY N PN SCALE: 1/16" = 1'-0"C1 ENLARGED PLAN - INTERIM OPEN CANOPY NEAR TERMINAL N PN SCALE: 1/16" = 1'-0"D1 ENLARGED ROOF PLAN - INTERIM OPEN CANOPY NEAR TERMINAL NO. DESCRIPTION DATE 08-09-2024 FINISH FLOOR 100' - 6" ROOF 114' - 0" B1 A-301 AB 5' - 0 " 3' - 4 " METAL PANEL MASONRY VENEER 100B STOREFRONT GLAZING SYSTEM CARD READER, SEE SECURITY DRAWINGS AA BOLLARD, TYP. SEE CIVIL. PRE-CAST CONCRETE SILL ALUMINUM CANOPY FINISH FLOOR 100' - 6" ROOF 114' - 0" 12 T.O. WALL 111' - 8" 1.11.21.31.41.51.6 A1 A-301 A1 A-301 3' - 0" 15' - 6"15' - 6"15' - 6"15' - 6"15' - 6"15' - 6"8' - 0"OVERALL LENGTH 104' - 0" 3' - 4 " 5' - 0 " 12' - 0" 3' - 6" 12' - 0" 3' - 6" 12' - 0" 3' - 6" 12' - 0" 3' - 6" 12' - 0" 3' - 6" 12' - 0" 3' - 6" 12' - 0" OPERABLE BARRIER, SEE ELECTRICAL PLANS, TYP. ALUMINUM COLUMN, TYP. ALUMINUM CANOPY 100A CARD READER, SEE SECURITY DRAWINGS STOREFRONT GLAZING SYSTEM 6" CURB, SEE CIVIL, TYP. LICENSE PLATE READER LIGHT FIXTURE, SEE ELECTRICAL PLANS, TYP. LIGHT FIXTURE, SEE ELECTRICAL A CONTRACTOR SHALL INCLUDE PROPOSED MOUNTS IN SHOP DRAWINGS. LANE ENTRY/EXIT DYNAMIC SIGNAGE PROVIDED BY AND INSTALLED BY OTHERS, TYP. BOLLARD, TYP. SEE CIVIL. 1.0 METAL PANEL SPLIT FACE MASONRY VENEER ALUMINUM DOWNSPOUT PRE-CAST CONCRETE SILL FINISH FLOOR 100' - 6" ROOF 114' - 0" 1 2 T.O. WALL 111' - 8" OVERALL LENGTH 104' - 0" 1.1 1.2 1.3 1.4 1.5 1.6 BOTTOM OF BEAM 116' - 0" A1 A-301 A1 A-301 METAL PANEL STANDING SEAM METAL ROOFING 3' - 0"15' - 6"15' - 6"15' - 6"15' - 6"15' - 6"15' - 6"8' - 0" OPERABLE BARRIER, SEE ELECTRICAL PLANS, TYP. ALUMINUM COLUMN, TYP. SPLIT FACE MASONRY VENEER 107 6" CURB, SEE CIVIL, TYP. LICENSE PLATE READER 12' - 0"3' - 6"12' - 0"3' - 6"12' - 0"3' - 6"12' - 0"3' - 6"12' - 0"3' - 6"12' - 0"3' - 6"14' - 0" ALUMINUM CANOPY CONDENSING UNITS, REFERENCE MECHANICAL AND STRUCTURAL BOLLARD, TYP. ALUMINUM DOWNSPOUT LOUVER BOLLARD, TYP. SEE CIVIL. 1.0 PRE-CAST CONCRETE SILL FINISH FLOOR 100' - 6" ROOF 114' - 0" T.O. WALL 111' - 8" B.1 BOTTOM OF BEAM 116' - 0" A.1 B1 A-301 A B METAL PANEL STANDING SEAM METAL ROOFING STOREFRONT GLAZING SYSTEM KICKER FOR INTERNAL DRAINAGE DOWNSPOUT SPLIT FACE MASONRY VENEER 5' - 0 " 3' - 4 " 2' - 11" 15' - 0" 2' - 6" A A OVERALL WIDTH 20' - 5" BOLLARD, TYP. SEE CIVIL. PRE-CAST CONCRETE SILL ALUMINUM CANOPY GENERAL NOTES 1. THESE DRAWINGS ARE PROVIDED FOR A SPECIFIC DESIGN INTENT ONLY. THE SIGN CONTRACTOR SHALL BE RESPONSIBLE FOR ENGINEERING AND INTERNAL CONSTRUCTION OF ALL SIGNS. ANY PRODUCTS OR METHODS SPECIFIED MAY BE SUBSTITUTED WITH EQUAL SO LONG AS THE OVERALL DIMENSIONS, APPEARANCE, AND FUNCTIONALITY OF THE DESIGN IS RETAINED. 2. THE SIGN CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ALL ANCHORAGES, ALL ELECTRICAL FIXTURES AND REQUIRED CONNECTIONS INTO CIRCUITS, AND WILL SUBMIT SHOP DRAWINGS, MESSAGE SCHEDULE, AND DETAILS FOR REVIEW. SCALE: = 1'-0" REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: SHEET NUMBER 3/16" 0 4 8 124 SHEET TITLE PROJECT NUMBER 1003-0070-005 NOT RELEASED FOR CONSTRUCTION PROFESSIONAL SEAL AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B WILMINGTON INTERNATIONAL AIRPORT RS&H Architects-Engineers-Planners, Inc. 1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos. 50073* *F-0493 *C-28 © 2024 RS&H, INC. 8/ 2 2 / 2 0 2 4 5 : 5 8 : 5 4 P M A u t o d e s k D o c s : / / 1 0 0 3 0 0 7 0 0 0 4 _ I L M T O 4 R d w y I n f I m p r o v D e s i g n / 1 0 0 3 0 0 7 0 0 0 4 _ I L M _ T O 4 E x i t P l a z a _ A _ R 2 4 . r v t KFS SRG 08/09/2024 JCE 100% DESIGN OVERALL ADMIN BUILDING AND EXIT CANOPY ELEVATIONS A-201 SCALE: 3/16" = 1'-0"B1 ADMIN BUILDING AND EXIT CANOPY SOUTH ELEVATION SCALE: 3/16" = 1'-0"C1 ADMIN BUILDING AND EXIT CANOPY NORTH ELEVATION SCALE: 3/16" = 1'-0"A1 ADMIN BUILDING WEST ELEVATION SCALE: 3/16" = 1'-0"A2 ADMIN BUILDING EAST ELEVATION NO. DESCRIPTION DATE 1 ADDENDUM #1 08/23/2024 1 1 1 NOT RELEASED FOR CONSTRUCTION PROFESSIONAL SEAL B.1 BOTTOM OF BEAM 116' - 0" A.1 CURVED BEAM 6" FASCIA METAL DECK WELDED CONNECTION WATER WATER KICKER FOR INTERNAL DRAINAGE 6" x 8" ALUMINUM COLUMN MECH. JOINT BOLLARD, TYP. SEE CIVIL. TICKET DISPENSER, SEE ELECTRICAL, TYP. OPERABLE BARRIER, SEE ELECTRICAL, TYP.LICENSE PLATE READER, SEE ELECTRICAL BOLLARD, TYP. SEE CIVIL. 6" CURB, SEE CIVIL, TYP. TOP OF SLAB SEE CIVIL DRAWINGS WELDED CONNECTION MECH. JOINT KNOX KEY SWITCH, SEE TELECOMMUNICATIONS 2' - 0" 2" TYP. AT BOTH SIDES OVERALL WIDTH 20' - 5" INTERNAL BAFFLE 64' 6" R 19 ' - 5 " BEAM LENGTH 20' - 0" 2' - 0 1/2" 20' - 6" DECK WIDTH OPERABLE BARRIER, SEE ELECTRICAL PLANS, TYP. ALUMINUM COLUMN, TYP. 6" CURB, SEE CIVIL, TYP. LICENSE PLATE READER BOLLARD, TYP. SEE CIVIL. 3' - 6" 12' - 0" 3' - 6" 12' - 0" 3' - 6" 12' - 0" 3' - 6" 12' - 0" 3' - 6" 12' - 0" 3' - 6" 12' - 0" LANE ENTRY/EXIT DYNAMIC SIGNAGE PROVIDED BY AND INSTALLED BY OTHERS, TYP. CONTRACTOR SHALL INCLUDE PROPOSED MOUNTS IN SHOP DRAWINGS. BOTTOM OF BEAM 116' - 0" 1.11.21.31.41.5 1.0 TOP OF SLAB SEE CIVIL DRAWINGS NOTE: ENTRY CANOPY 1 IS TO BE INSTALLED IN A FUTURE PHASE AND IS SHOWN FOR REFERENCE FOR PROCUREMENT, FOUNDATION DESIGN , AND CONDUIT RUNS ONLY. SEE CIVIL DRAWINGS FOR CURB ISLANDS AND CONCRETE LIMITS IN PHASE 1B. 5' - 0" 15' - 6"15' - 6"15' - 6"15' - 6"15' - 6"8' - 0" OVERALL LENGTH 90' - 6" EQ EQ LIGHT FIXTURE, SEE ELECTRICAL PLANS, TYP. 3' - 6" 12' - 0" 3' - 6" 12' - 0" OPERABLE BARRIER, SEE ELECTRICAL PLANS, TYP. ALUMINUM COLUMN, TYP. 6" CURB, SEE CIVIL, TYP. LICENSE PLATE READER BOLLARD, TYP. SEE CIVIL. LANE ENTRY/EXIT DYNAMIC SIGNAGE PROVIDED BY AND INSTALLED BY OTHERS, TYP. CONTRACTOR SHALL INCLUDE PROPOSED MOUNTS IN SHOP DRAWINGS. 2.1 2.2 TOP OF SLAB SEE CIVIL DRAWINGS OVERALL LENGTH 28' - 6" 5' - 0" 15' - 6"8' - 0" LIGHT FIXTURE, SEE ELECTRICAL PLANS, TYP. GENERAL NOTES 1. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE BUILDING CODE OF THE STATE OF NORTH CAROLINA. 2. THE DIMENSIONS SHALL BE USED IN CONJUNCTION WITH THE SPECIFICATIONS. 3. THE CONTRACTOR WILL FIELD VERIFY DIMENSIONS AND REPORT IN WRITING ANY CONFLICTS PRIOR TO FABRICATION. 4. SEE ELECTRICAL PLANS FOR OPERATIONAL LAYOUT. CONTRACTOR SHALL VERIFY AND COORDINATE WITH OWNER'S VENDOR FOR CORRECT PLACEMENT OF HARDWARE PRIOR TO CONSTRUCTION. 5. EXISTING AND FUTURE UNDERLAY LINEWORK FOR REFERENCE PURPOSES ONLY. ANY CIVIL RELATED WORK, SEE CIVIL PACKAGE FOR DETAILS. 6. THESE DRAWINGS ARE PROVIDED FOR A SPECIFIC DESIGN INTENT ONLY. THE SIGN CONTRACTOR SHALL BE RESPONSIBLE FOR ENGINEERING AND INTERNAL CONSTRUCTION OF ALL SIGNS. ANY PRODUCTS OR METHODS SPECIFIED MAY BE SUBSTITUTED WITH EQUAL SO LONG AS THE OVERALL DIMENSIONS, APPEARANCE, AND FUNCTIONALITY OF THE DESIGN IS RETAINED. 7. THE SIGN CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ALL ANCHORAGES, ALL ELECTRICAL FIXTURES AND REQUIRED CONNECTIONS INTO CIRCUITS, AND WILL SUBMIT SHOP DRAWINGS, MESSAGE SCHEDULE, AND DETAILS FOR REVIEW. BASIS OF DESIGN 1. PEACHTREE PER TSP 10 73 00 ALUMINUM WALKWAY COVERS. SCALE: = 1'-0" REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: SHEET NUMBER 3/16" 0 4 8 124 SHEET TITLE PROJECT NUMBER 1003-0070-005 NOT RELEASED FOR CONSTRUCTION PROFESSIONAL SEAL AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B WILMINGTON INTERNATIONAL AIRPORT RS&H Architects-Engineers-Planners, Inc. 1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos. 50073* *F-0493 *C-28 © 2024 RS&H, INC. 8/ 2 2 / 2 0 2 4 5 : 5 8 : 5 5 P M A u t o d e s k D o c s : / / 1 0 0 3 0 0 7 0 0 0 4 _ I L M T O 4 R d w y I n f I m p r o v D e s i g n / 1 0 0 3 0 0 7 0 0 0 4 _ I L M _ T O 4 E x i t P l a z a _ A _ R 2 4 . r v t KFS SRG 08/09/2024 JCE 100% DESIGN ENTRY/EXIT CANOPY ELEVATIONS A-221 SCALE: 3/16" = 1'-0"A1 TYPICAL CANOPY ELEVATION SCALE: 3/16" = 1'-0"B1 ENTRY CANOPY 1 ELEVATION SCALE: 3/16" = 1'-0"A3 ENTRY CANOPY 2 ELEVATION NO. DESCRIPTION DATE 1 ADDENDUM #1 08/23/2024 1 1 1 NOT RELEASED FOR CONSTRUCTION PROFESSIONAL SEAL A1 A-361 A1 A-361 100 SIGNAGE, REFER TO SIGNAGE PLAN, SCHEDULE AND ELEVATIONS PRE-ENGINEERED ENCLOSED WALKWAY TO TERMINAL EGRESS DOORS, REFER TO DOOR SCHEDULE LIGHT FIXTURE, TYPICAL. REFER TO ELEC. PRE-ENGINEERED METAL CANOPY STRUCTURE PRE-ENGINEERED METAL CANOPY ROOF 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 300' - 0" TOP OF SLAB SEE CIVIL DRAWINGS SECURITY DISPATCH TOWER, REFER TO SECURITY DRAWINGS C2 A-361 C2 A-361 A3 A-361 A3 A-361 A-361 A1 SIM.PRE-ENGINEERED OPEN CANOPY EQ EQ EQW1W1EQEQEQ 5' - 6" CL TY P . 3' - 0 " W1 104EQ EQ TY P . 3' - 0 " W1 EQ EQ EQ A-461 A1 SIM. W1W1 LANDING 1' - 9 3/4" 141' - 0" LANDING 12' - 0"110' - 0"7' - 0" 12' - 0"129' - 0"LANDING 3' - 9 3/8"416' - 7 1/8" W1W1 ACCESS DOOR FOR MECH./ELEC. EQUIPMENT, REFER TO DOOR SCHEDULE MECHANICAL EXHAUST, REFER TO ELEC.24"W X 36"H WINDOWS CENTERED BETWEEN FRAMING OF PRE-ENGINEERED ENCLOSED WALKWAY WALLS PRE-ENGINEERED METAL ENCLOSED WALKWAY MECHANICAL EQUIPMENT, REFER TO MECH. PRE-ENGINEERED OPEN CANOPY 6' - 0" REFER TO CIVIL FOR SLOPE OF WALKWAY C2 A-361 C2 A-361 A3 A-361 A3 A-361 EQ EQ EQ EQ EQ EQ EQ EQ EQ A-461 A1 SIM. A-361 A1 SIM. W1 W1 101 W1 W1 102 W1 W1 LANDING 3' - 9 3/8"129' - 0" LANDING 12' - 0"117' - 0" LANDING 12' - 0"141' - 0" LANDING 1' - 9 3/4" 416' - 7 1/8" MECHANICAL EQUIPMENT, REFER TO MECH. EMERGENCY EGRESS DOORS, REFER TO DOOR SCHEDULE PRE-ENGINEERED METAL ENCLOSED WALKWAY 24"W X 36"H WINDOWS CENTERED BETWEEN FRAMING OF PRE-ENGINEERED ENCLOSED WALKWAY WALLS PRE-ENGINEERED OPEN CANOPY PRE-ENGINEERED OPEN CANOPY EQ EQ EQ EQ REFER TO CIVIL FOR SLOPE OF WALKWAY A1 A-461 A1 A-461 6' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 9' - 6" 9' - 6" 20' - 0" 4' - 0" 157' - 0" SIGNAGE, REFER TO SIGNAGE PLAN, SCHEDULE AND ELEVATIONS EGRESS DOORS, REFER TO DOOR SCHEDULE 103 PRE-ENGINEERED ENCLOSED WALKWAY TO TERMINAL PRE-ENGINEERED METAL CANOPY ROOF PRE-ENGINEERED METAL CANOPY STRUCTURE LIGHT FIXTURE, TYPICAL. REFER TO ELEC. SIGNAGE, REFER TO SIGNAGE PLAN, SCHEDULE AND ELEVATIONS SCALE: = 1'-0" REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: SHEET NUMBER 0 16 3216 1/16" SHEET TITLE PROJECT NUMBER 1003-0070-005 NOT RELEASED FOR CONSTRUCTION PROFESSIONAL SEAL AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B WILMINGTON INTERNATIONAL AIRPORT RS&H Architects-Engineers-Planners, Inc. 1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos. 50073* *F-0493 *C-28 © 2024 RS&H, INC. 8/ 8 / 2 0 2 4 9 : 3 8 : 4 0 A M A u t o d e s k D o c s : / / 1 0 0 3 0 0 7 0 0 0 4 _ I L M TO 4 R d w y I n f I m p r o v D e s i g n / 1 0 0 3 0 0 7 0 0 0 4 _ I L M _ T O 4 T e m p or a r y C a n o p y _ A _ R 2 4 . r v t CGB SG 08/09/2024 CV 100% DESIGN INTERIM ENCLOSED WALKWAY AND CANOPY EXTERIOR ELEVATIONS A-261 SCALE: 1/16" = 1'-0"D1 EXTERIOR ELEVATION - INTERIM CURBSIDE DROP OFF OPEN CANOPY SCALE: 1/16" = 1'-0"C1 EXTERIOR ELEVATION - INTERIM ENCLOSED WALKWAY SCALE: 1/16" = 1'-0"B1 EXTERIOR ELEVATION - INTERIM ENCLOSED WALKWAY SCALE: 1/16" = 1'-0"A1 EXTERIOR ELEVATION - OPEN CANOPY NEAR TERMINAL NO. DESCRIPTION DATE 08-09-2024 FINISH FLOOR 100' - 6" ROOF 114' - 0" T.O. WALL 111' - 8" B1 A-301A B RECEPTION 100BREAKROOM 101 STORAGE 107 A-311 A3 A-311 A4 WALL CONSTRUCTION INSULATED METAL WALL PANEL, WITH CONTINUOUS INSULATION BATT INSULATION, COLD- FORMED METAL FRAMING - 6" WALL CONSTRUCTION SPLIT FACE MASONRY VENEER AIR GAP RIGID INSULATION VAPOR AND AIR BARRIER EXTERIOR SHEATHING BATT INSULATION COLD-FORMED METAL FRAMING MILLWORK ELEVATION SEE SHEET A401 WINDOW SYSTEM, REFERENCE SCHEDULE AND DETAILS SUSPENDED CEILING AS SCHEDULED PREMANUFACTURED METAL CANOPY ROOF CONSTRUCTION STANDING SEAM METAL ROOFING UNDERLAYMENT COVERBOARD RIGID INSULATION STRUCTURAL METAL DECK STRUCTURAL METAL FRAMING SLOPE SLOPE FINISH FLOOR 100' - 6" ROOF 114' - 0" 12 T.O. WALL 111' - 8" 1.6 A1 A-301 A-311 A2 A-311 A1 OFFICE 1 104 BREAKROOM 101 8' - 2 1/8"5' - 10 1/2"10' - 1 3/4" 9' - 0 " 3/4" / 1'-0" 106 ROOF CONSTRUCTION STANDING SEAM METAL ROOFING UNDERLAYMENT COVERBOARD RIGID INSULATION STRUCTURAL METAL DECK STRUCTURAL METAL FRAMING WALL CONSTRUCTION INSULATED METAL WALL PANEL, WITH CONTINUOUS INSULATION BATT INSULATION, COLD-FORMED METAL FRAMING - 6" WALL CONSTRUCTION SPLIT FACE MASONRY VENEER AIR GAP RIGID INSULATION VAPOR AND AIR BARRIER EXTERIOR SHEATHING BATT INSULATION COLD-FORMED METAL FRAMING MILLWORK ELEVATION SEE SHEET A401 SLOPE SLOPE SCALE: = 1'-0" REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: SHEET NUMBER 3/8" 0 2 4 62 SHEET TITLE PROJECT NUMBER 1003-0070-005 NOT RELEASED FOR CONSTRUCTION PROFESSIONAL SEAL AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B WILMINGTON INTERNATIONAL AIRPORT RS&H Architects-Engineers-Planners, Inc. 1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos. 50073* *F-0493 *C-28 © 2024 RS&H, INC. 8/ 8 / 2 0 2 4 6 : 3 6 : 1 5 P M A u t o d e s k D o c s : / / 1 0 0 3 0 0 7 0 0 0 4 _ I L M TO 4 R d w y I n f I m p r o v D e s i g n / 1 0 0 3 0 0 7 0 0 0 4 _ I L M _ T O 4 E x i t P l a z a _ A _ R 2 4 . r v t KFS SRG 08/09/2024 JCE 100% DESIGN ADMIN BUILDING SECTIONS A-301 SCALE: 3/8" = 1'-0"A1 ADMIN BUILDING SECTION SCALE: 3/8" = 1'-0"B1 ADMIN BUILDING SECTION NO. DESCRIPTION DATE 08-09-2024 FINISH FLOOR 100' - 6" 2 A-501 B1 A-501 A1 4" 3 ' - 4 " 5' - 0 " 3' - 6 3 / 8 " CEILING AS SCHEDULED A-603 A1 A-603 B1 WALL CONSTRUCTION INSULATED METAL WALL PANEL, WITH CONTINUOUS INSULATION BATT INSULATION, COLD-FORMED METAL FRAMING - 6" WALL CONSTRUCTION SPLIT FACE MASONRY VENEER AIR GAP RIGID INSULATION VAPOR AND AIR BARRIER EXTERIOR SHEATHING BATT INSULATION COLD-FORMED METAL FRAMING ROOF CONSTRUCTION STANDING SEAM METAL ROOFING UNDERLAYMENT COVERBOARD RIGID INSULATION STRUCTURAL METAL DECK STRUCTURAL METAL FRAMING 109' - 6" WINDOW SYSTEM, REFERENCE SCHEDULE AND DETAILS METAL GUTTER AND DOWNSPOUT OFFICE 1 104 STRUCTURAL FOUNDATION, REFERENCE STRUCTURAL DRAWINGS FINISH GRADING, REFERENCE CIVIL DRAWINGS STRUCTURAL SLAB, REFERENCE STRUCTURAL DRAWINGS DRAINAGE AS REQUIRED, REFERENCE PLUMBING AND CIVIL DRAWINGS FINISH FLOOR 100' - 6" ROOF 114' - 0" 1 A-501 B2 A-501 A3 BREAKROOM 101 4" 3 ' - 4 " 10 ' - 2 " WALL CONSTRUCTION INSULATED METAL WALL PANEL, WITH CONTINUOUS INSULATION BATT INSULATION, COLD-FORMED METAL FRAMING - 6" WALL CONSTRUCTION SPLIT FACE MASONRY VENEER AIR GAP RIGID INSULATION VAPOR AND AIR BARRIER EXTERIOR SHEATHING BATT INSULATION COLD-FORMED METAL FRAMING ROOF CONSTRUCTION STANDING SEAM METAL ROOFING UNDERLAYMENT COVERBOARD RIGID INSULATION STRUCTURAL METAL DECK STRUCTURAL METAL FRAMING STRUCTURAL FOUNDATION, REFERENCE STRUCTURAL DRAWINGS FINISH GRADING, REFERENCE CIVIL DRAWINGS STRUCTURAL SLAB, REFERENCE STRUCTURAL DRAWINGS DRAINAGE AS REQUIRED, REFERENCE PLUMBING AND CIVIL DRAWINGS 9' - 0 " FINISH FLOOR 100' - 6" ROOF 114' - 0" A A-501 B3 A-601 B1 STORAGE 107 EXTERIOR GRADE GYPSUM BOARD - 5/8" WALL CONSTRUCTION INSULATED METAL WALL PANEL, WITH CONTINUOUS INSULATION BATT INSULATION, COLD-FORMED METAL FRAMING - 6" ROOF CONSTRUCTION STANDING SEAM METAL ROOFING UNDERLAYMENT COVERBOARD RIGID INSULATION STRUCTURAL METAL DECK STRUCTURAL METAL FRAMING DOOR, REFERENCE SCHEDULE AND DETAILS STRUCTURAL FOUNDATION, REFERENCE STRUCTURAL DRAWINGS FINISH GRADING, REFERENCE CIVIL DRAWINGS STRUCTURAL SLAB, REFERENCE STRUCTURAL DRAWINGS A-503 C1 A-503 B1 GROUND LEVEL 100' - 0" FINISH FLOOR 100' - 6" ROOF 114' - 0" B A-501 B3 OPP. WALL CONSTRUCTION INSULATED METAL WALL PANEL, WITH CONTINUOUS INSULATION BATT INSULATION, COLD- FORMED METAL FRAMING - 6" ROOF CONSTRUCTION STANDING SEAM METAL ROOFING UNDERLAYMENT COVERBOARD RIGID INSULATION STRUCTURAL METAL DECK STRUCTURAL METAL FRAMING WINDOW SYSTEM, REFERENCE SCHEDULE AND DETAILS WALL CONSTRUCTION SPLIT FACE MASONRY VENEER AIR GAP RIGID INSULATION VAPOR AND AIR BARRIER EXTERIOR SHEATHING BATT INSULATION COLD-FORMED METAL FRAMING STRUCTURAL FOUNDATION, REFERENCE STRUCTURAL DRAWINGS FINISH GRADING, REFERENCE CIVIL DRAWINGS STRUCTURAL SLAB, REFERENCE STRUCTURAL DRAWINGS 3' - 4 " 5' - 0 " RECEPTION 100 A-603 B1 A-603 A1 SCALE: = 1'-0" REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: SHEET NUMBER 0 1 21 1" SHEET TITLE PROJECT NUMBER 1003-0070-005 NOT RELEASED FOR CONSTRUCTION PROFESSIONAL SEAL AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B WILMINGTON INTERNATIONAL AIRPORT RS&H Architects-Engineers-Planners, Inc. 1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos. 50073* *F-0493 *C-28 © 2024 RS&H, INC. 8/ 8 / 2 0 2 4 6 : 3 6 : 1 6 P M A u t o d e s k D o c s : / / 1 0 0 3 0 0 7 0 0 0 4 _ I L M TO 4 R d w y I n f I m p r o v D e s i g n / 1 0 0 3 0 0 7 0 0 0 4 _ I L M _ T O 4 E x i t P l a z a _ A _ R 2 4 . r v t KFS SRG 08/09/2024 JCE 100% DESIGN ADMIN BUILDING WALL SECTIONS A-311SCALE: 1" = 1'-0"A1 WALL SECTION AT GUTTER SCALE: 1" = 1'-0"A2 WALL SECTION AT GRAVEL STOP SCALE: 1" = 1'-0"A3 WALL SECTION AT HM DOOR SCALE: 1" = 1'-0"A4 WALL SECTION AT WINDOW NO. DESCRIPTION DATE 08-09-2024 BASIS OF DESIGN: ENCLOSED PEDESTRIAN WALKWAY WALL AND ROOF ASSEMBLIES WALL ASSEMBLY (INTERIOR TO EXTERIOR) • 1/2" INTERIOR GYPSUM WALLBOARD OR LINER PANEL (BID ALTERNATE) • 1/4" LOW-E REFLECTIVE INSULATION (R-7.75) BY ENVIRONMENTALLY SAFE PRODUCTS, INC. OR EQUAL • 3" DEEP TUBE STEEL FRAMING BY PRE-ENGINEERED METAL BUILDING MANUFACTURER VERSATUBE OR EQUAL • 1/4" LOW-E REFLECTIVE INSULATION (R-7.75) BY ENVIRONMENTALLY SAFE PRODUCTS, INC. OR EQUAL • AIR GAP PER LOW-E REFLECTIVE INSULATION MANUFACTURER'S RECOMMENDATIONS TO MEET R-VALUE • 1 1/4" CORRUGATED METAL PANEL BY PRE-ENGINEERED METAL BUILDING MANUFACTURER VERSATUBE OR EQUAL ROOF ASSEMBLY (INTERIOR TO EXTERIOR) • 1/2" INTERIOR GYPSUM WALLBOARD CEILING OR LINER PANEL (BID ALTERNATE) • 6 1/2" FOIL SCRIM KRAFT FACED FIBERGLASS BATT INSULATION PANEL OR LOOSE BATT (R-19 MINIMUM) ON STRAPS • 1/4" LOW-E REFLECTIVE INSULATION (R-7.75) BY ENVIRONMENTALLY SAFE PRODUCTS, INC. OR EQUAL • 3" DEEP TUBE STEEL FRAMING BY PRE-ENGINEERED METAL BUILDING MANUFACTURER VERSATUBE OR EQUAL • 1/4" LOW-E REFLECTIVE INSULATION (R-7.75) BY ENVIRONMENTALLY SAFE PRODUCTS, INC. OR EQUAL • AIR GAP PER LOW-E REFLECTIVE INSULATION MANUFACTURER'S RECOMMENDATIONS TO MEET R-VALUE • 1 1/4" CORRUGATED METAL PANEL BY PRE-ENGINEERED METAL BUILDING MANUFACTURER VERSATUBE OR EQUAL ENERGY CODE REQUIREMENTS (2018 NORTH CAROLINA ENERGY CONSERVATION CODE) METAL BUILDINGS IN CLIMATE ZONE 3A (TABLE C402.31): WALLS, ABOVE GRADE R-0 + R-9.8ci* ROOFS R-10 + R-19FC** *ci - CONTINUOUS INSULATION **FC - FILLED CAVITY TOP OF SLAB SEE CIVIL DRAWINGS 1/2" EXPANSION JOINT BETWEEN CONCRETE FOUNDATION AND PAVING CONCRETE FOUNDATION AND SLAB, REFER TO STRUCT. AND CIVIL SHUTTLE LANE PAVING, REFER TO CIVIL COMPACTED EARTH, REFER TO CIVIL EMERGENCY EGRESS DOORS, SEE DOOR SCHEDULE MECHANICAL EXHAUST, REFER TO MECH. METAL BENCHES, TYP. BASIS OF DESIGN: LANDSCAPE FORMS PARC VUE BACKLESS OR EQUAL 12' - 0" FIXED WINDOW, REFER TO SCHEDULE CL 6' - 0"6' - 0" 1 1/4" DEEP SHEET METAL SIDING BY PRE-ENGINEERED METAL ENCLOSED WALKWAY MANUFACTURER 3" TUBE STEEL METAL FRAMING BY PRE- ENGINEERED METAL ENCLOSED WALKWAY MANUFACTURER 1/4" LOW-E REFLECTIVE FOIL-FACED POLYETHYLENE INSULATION (R-7.75) 1 1/4" DEEP SHEET METAL ROOF BY PRE-ENGINEERED METAL ENCLOSED WALKWAY MANUFACTURER 1/2" INTERIOR GYPSUM BOARD OR LINER PANEL (BID ALTERNATE) 3" TUBE STEEL METAL FRAMING BY PRE- ENGINEERED METAL ENCLOSED WALKWAY MANUFACTURER 1/4" LOW-E REFLECTIVE FOIL-FACED POLYETHYLENE INSULATION (R-7.75) WITH AIR GAP AS REQUIRED BY MANUF. TO MEET R-VALUE 1/2" INTERIOR GYPSUM BOARD OR LINER PANEL (BID ALTERNATE) 6 1/2" FOIL SCRIM KRAFT FACED FIBERGLASS BATT INSULATION OR LOOSE BATT (R-19 MIN.) ON STRAPS SUSPENDED FROM STEEL FRAME 1/4" LOW-E REFLECTIVE FOIL-FACED POLYETHYLENE INSULATION (R-7.75) 1/4" LOW-E REFLECTIVE FOIL-FACED POLYETHYLENE INSULATION (R-7.75) WITH AIR GAP AS REQUIRED BY MANUF. TO MEET R-VALUE A-561 A2 A-561 C1 A-661 B4 A-661 A4 8' - 1 1 1 / 4 " 7' - 6 3 / 8 " 7' - 3 7 / 8 " A-561 C2 SIM. A-561 C3 SIM.A-561 C3 SIM. A-661 B3 SIM. A-661 A3 SIM. A-661 A2 SIM. TOP OF SLAB SEE CIVIL DRAWINGS 1/2" EXPANSION JOINT BETWEEN CONCRETE FOUNDATION AND PAVING CONCRETE FOUNDATION AND SLAB, REFER TO STRUCT. AND CIVIL SHUTTLE LANE PAVING, REFER TO CIVIL COMPACTED EARTH, REFER TO CIVIL 12' - 0" FIXED WINDOW, REFER TO SCHEDULE CL 6' - 0"6' - 0" 1 1/4" DEEP SHEET METAL SIDING BY PRE-ENGINEERED METAL ENCLOSED WALKWAY MANUFACTURER 3" TUBE STEEL METAL FRAMING BY PRE- ENGINEERED METAL ENCLOSED WALKWAY MANUFACTURER 1/4" LOW-E REFLECTIVE FOIL-FACED POLYETHYLENE INSULATION (R-7.75) 1 1/4" DEEP SHEET METAL ROOF BY PRE-ENGINEERED METAL ENCLOSED WALKWAY MANUFACTURER 1/2" INTERIOR GYPSUM BOARD OR LINER PANEL (BID ALTERNATE) 3" TUBE STEEL METAL FRAMING BY PRE- ENGINEERED METAL ENCLOSED WALKWAY MANUFACTURER 1/4" LOW-E REFLECTIVE FOIL-FACED POLYETHYLENE INSULATION (R-7.75) WITH AIR GAP AS REQUIRED BY MANUF. TO MEET R-VALUE 1/2" INTERIOR GYPSUM BOARD OR LINER PANEL (BID ALTERNATE) 6 1/2" FOIL SCRIM KRAFT FACED FIBERGLASS BATT INSULATION OR LOOSE BATT (R-19 MIN.) ON STRAPS SUSPENDED FROM STEEL FRAME 1/4" LOW-E REFLECTIVE FOIL-FACED POLYETHYLENE INSULATION (R-7.75) 1/4" LOW-E REFLECTIVE FOIL-FACED POLYETHYLENE INSULATION (R-7.75) WITH AIR GAP AS REQUIRED BY MANUF. TO MEET R-VALUE 8' - 1 1 1 / 4 " 10 ' - 9 " A-661 B3 A-661 A3 A-561 C2 A-561 C3 A-561 C3 SIM. A-661 B3 SIM. A-661 A3 SIM. A-561 A3 A-661 A2 SIM. 6" X 6" ALUMINUM COLUMN, TYP. 1/2" EXPANSION JOINT AT COLUMNS, TYP. CONCRETE SLAB, REFER TO CIVIL CONCRETE FOUNDATION, REFER TO STRUCTURAL 6" WIDE X 8" DEEP ALUMINUM BEAMS, TYP. 3" METAL DECK, TYP. 6" METAL FASCIA WA T E R WA T E R MECHANICAL JOINT, TYP. PRE-ENGINEERED ENCLOSED WALKWAY TO TERMINAL INTERNAL DRAINAGE SYSTEM CONCRETE CURB, REFER TO CIVIL ROAD, REFER TO CIVIL SIGNAGE, REFER TO SIGNAGE PLAN, SCHEDULE AND ELEVATIONS LIGHT FIXTURE, REFER TO ELEC. CL CL TOP OF SLAB SEE CIVIL DRAWINGS 2' - 0"12' - 0" O.C.2' - 0" OVERALL WIDTH 16' - 4" BOTH SIDES 2" TYP. A3 A-361 SIM. A3 A-361 SIM. A-661 A4 SIM. A-661 B4 SIM. 11 ' - 6 " 11 ' - 0 " 10 ' - 0 " A-461 B3 SCALE: = 1'-0" REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: SHEET NUMBER 0 2 42 1/2" SHEET TITLE PROJECT NUMBER 1003-0070-005 NOT RELEASED FOR CONSTRUCTION PROFESSIONAL SEAL AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B WILMINGTON INTERNATIONAL AIRPORT RS&H Architects-Engineers-Planners, Inc. 1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos. 50073* *F-0493 *C-28 © 2024 RS&H, INC. 8/ 8 / 2 0 2 4 9 : 3 8 : 4 2 A M A u t o d e s k D o c s : / / 1 0 0 3 0 0 7 0 0 0 4 _ I L M TO 4 R d w y I n f I m p r o v D e s i g n / 1 0 0 3 0 0 7 0 0 0 4 _ I L M _ T O 4 T e m p or a r y C a n o p y _ A _ R 2 4 . r v t CGB SG 08/09/2024 CV 100% DESIGN INTERIM ENCLOSED WALKWAY AND CANOPY SECTIONS A-361 SCALE: 1/2" = 1'-0"C2 SECTION - INTERIM ENCLOSED WALKWAY AT REST AREA, TYP. SCALE: 1/2" = 1'-0"A3 SECTION - INTERIM ENCLOSED WALKWAY SCALE: 1/2" = 1'-0"A1 SECTION - INTERIM OPEN CANOPY AT CURBSIDE DROP OFF NO. DESCRIPTION DATE 08-09-2024 2 B A-401 B1 B2 A1 A2 RESTROOM 102 A4-D A4-D T3 FD DSN TA-05.1 TA-03 TA-06 TA-04 TA-02 EQ EQ TA-05.2 T3 T3T3 TA-01 TA-10 TA-08 L1 TA-07 TA-09 TA-05.3 TA-11 FINISH FLOOR 100' - 6" T3 TA-05.1 TA-03 TA-10 9' - 0 " FLOORING AS SCHEDULED, TYP. CEILING AS SCHEDULED, TYP. TA-05.3 TA-11 TA-09 FINISH FLOOR 100' - 6" T3 TA-06 TA-05.1 TA-04 TA-03 W1 9' - 0 " FLOORING AS SCHEDULED, TYP. CEILING AS SCHEDULED, TYP. TA-05.2 TA-05.3 TA-09 TA-11 FINISH FLOOR 100' - 6" T3 TA-02 TA-03 TA-05.1 TA-06 TA-04 W1 TA-01 9' - 0 " FLOORING AS SCHEDULED, TYP. CEILING AS SCHEDULED, TYP. TA-08 TA-07 TA-05.3 L1 FINISH FLOOR 100' - 6" T3 TA-01 9' - 0 " FLOORING AS SCHEDULED, TYP. CEILING AS SCHEDULED, TYP. TA-07 TA-08 L1 TA-10 FINISH FLOOR 100' - 6" P1 B1 A1 A-504 A2 A-504 B3 A-504 FLOORING AS SCHEDULED, TYP. CEILING AS SCHEDULED, TYP. SS1 9' - 0 " SS1 SS1 7' - 0 " 1' - 9" 3' - 0" 1' - 9" 1' - 9" 8' - 3" S1A 1' - 0" 1' - 9" 1' - 6" 1' - 6" 1' - 9" 1' - 9" 1' - 6 " 1' - 6 " FINISH FLOOR 100' - 6" A1 A-504 B1 P1 LOCKERS AS SCHEDULED SIGNAGE AS SCHEDULED SURVEILLANCE CAMERA, REFERENCE SECURITY STAINLESS STEEL DOOR REFRIGERATOR WITH WATER DISPENSER, FURNISHED BY OWNER INSTALLED BY GC SS1 FLOORING AS SCHEDULED, TYP. CEILING AS SCHEDULED, TYP. 9' - 0 " B3 A-504 MICROWAVE/S, FURNISHED BY OWNER INSTALLED BY GC S1A 7' - 0 " 3' - 0 " 1 ' - 6 " 2 ' - 6 " 1' - 3" 1' - 3" 1' - 0" RESTROOM GENERAL NOTES 1. DO NOT SCALE DIMENSIONS FROM DRAWINGS - THE CONTRACTOR MUST REQUEST NECESSARY DIMENSIONS NOT SHOWN ON THE DRAWINGS FROM THE ARCHITECT. 2. ALL DIMENSIONS ARE TO BE FIELD VERIFIED. IF ANY DEVIATIONS OR DISCREPANCIES OCCUR, CONTACT THE ARCHITECT FOR VERIFICATION PRIOR TO PROCEEDING WITH THE WORK. 3. ALL INTERIOR WALLS TO BE DIMENSIONED TO THE FACE OF STUD U.N.O. 4. ALL GYPSUM BOARD CORNERS ARE TO RECEIVE STAINLESS STEEL CORNER GUARDS TO EXTEND FULL HEIGHT ABOVE FINISHED FLOOR. 5. ALL ACCESSORIES MUST NOT EXTEND MORE THAN 4" FROM FACE OF WALL INTO PATH OF CIRCULATION FOR ADA COMPLIANCE. 6. SLOPE ALL FLOOR TILE TO FLOOR DRAINS (MIN 1/8" PER FOOT) OR UNLESS OTHERWISE INDICATED ON PLANS. 7. ALL WALLS WITHIN RESTROOMS TO RECEIVE FULL HEIGHT TILE UNLESS OTHERWISE INDICATED. 8. TOILET ACCESSORIES LOCATIONS AND MOUNTING HEIGHTS REFER TO SHEET G006. 9. SEE SHEET G004 FOR ADDITIONAL GENERAL NOTES. 10. ALL DIMENSIONS ON INTERIOR ELEVATIONS ARE SHOWN FROM FINISH FACE. 11. PROVIDE 5/8" MOISTURE RESISTANT GWB IN LIEU OF TYPICAL GWB AT ALL WET AREAS INCLUDING BUT NOT LIMITED TO RESTROOMS, JANITOR CLOSETS AND KITCHEN AREAS. USE 5/8" CEMENT BOARD IN LIEU OF GWB AT TILED WALLS. 12. CONTRACTOR TO PROVIDE BLOCKING AS REQUIRED FOR ALL WALL MOUNTED DEVICES AND ACCESSORIES. 13. ALL FINISHES TO BE BRUSHED STAINLESS STEEL, U.N.O. THIS INCLUDES ALL TOILET ACCESSORIES, PLUMBING FIXTURES, FLOOR DRAINS, PURSE HOOKS, ETC. 14. COORDINATE WITH ELECTRICAL FOR THE PAPER TOWEL AND SOAP DISPENSER, HARD WIRED VS. BATTERY POWER TO BE DETERMINED. SCALE: = 1'-0" REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: SHEET NUMBER 3/8" 0 2 4 62 SHEET TITLE PROJECT NUMBER 1003-0070-005 NOT RELEASED FOR CONSTRUCTION PROFESSIONAL SEAL AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B WILMINGTON INTERNATIONAL AIRPORT RS&H Architects-Engineers-Planners, Inc. 1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos. 50073* *F-0493 *C-28 © 2024 RS&H, INC. 8/ 8 / 2 0 2 4 6 : 3 6 : 1 8 P M A u t o d e s k D o c s : / / 1 0 0 3 0 0 7 0 0 0 4 _ I L M TO 4 R d w y I n f I m p r o v D e s i g n / 1 0 0 3 0 0 7 0 0 0 4 _ I L M _ T O 4 E x i t P l a z a _ A _ R 2 4 . r v t KFS SRG 08/09/2024 JCE 100% DESIGN ADMIN BUILDING ENLARGED PLANS AND INTERIOR ELEVATIONS A-401 SCALE: 3/8" = 1'-0"C1 BREAK ROOM NORTH INTERIOR ELEVATION SCALE: 3/8" = 1'-0"C2 BREAK ROOM WEST INTERIOR ELEVATION SCALE: 3/8" = 1'-0"A3 ENLARGED - RESTROOM PLAN SCALE: 3/8" = 1'-0"B1 RESTROOM NORTH INTERIOR ELEVATION SCALE: 3/8" = 1'-0"B2 RESTROOM EAST INTERIOR ELEVATION SCALE: 3/8" = 1'-0"A1 RESTROOM SOUTH INTERIOR ELEVATION SCALE: 3/8" = 1'-0"A2 RESTROOM WEST INTERIOR ELEVATION TOILET ACCESSORY SCHEDULE TAG ACCESSORY MANUFACTURER MODEL POWER REQUIREMENT FINISH MATERIAL TA-01 SURFACE- MOUNTED CONVERTIBLE AUTOMATIC, UNIVERSAL ROLL TOWEL DISPENSER/WASTE RECEPTACLE BOBRICK B-3979 HARDWIRED SATIN-FINISH STAINLESS STEEL TA-02 LED SIDELIT MIRROR - SURFACE MOUNTED BOBRICK B-169 2436 12 W 3000 K 1250 LM GLASS / ALUMINUM FRAME TA-03 TOILET TISSUE DISPENSER - SURFACE MOUNTED BOBRICK B-35883 SATIN-FINISH STAINLESS STEEL TA-04 SANITARY NAPKIN DISPOSAL - SURFACE MOUNTED BOBRICK B-254 SATIN-FINISH STAINLESS STEEL TA-05.1 FINO COLLECTION 1 1/2" (38mm) DIAMETER GRAB BARS WITH CONCEALED FLANGE BOBRICK B-9806-42 SATIN-FINISH STAINLESS STEEL TA-05.2 FINO COLLECTION 1 1/2" (38mm) DIAMETER GRAB BARS WITH CONCEALED FLANGE BOBRICK B-9806-36 SATIN-FINISH STAINLESS STEEL TA-05.3 FINO COLLECTION 1 1/2" (38mm) DIAMETER GRAB BARS WITH CONCEALED FLANGE BOBRICK B-9806-18 SATIN-FINISH STAINLESS STEEL TA-06 SEAT COVER DISPENSER - SURFACE MOUNTED BOBRICK B-301 SATIN-FINISH STAINLESS STEEL TA-07 SOAP DISPENSER SLOAN ESD-400 HARDWIRED CHROME TA-08 SENSOR ACTIVATED FAUCET SLOAN EAF100-HLT-ISM HARDWIRED CHROME TA-09 FLOOR-STANDING WASTE RECEPTACLE BOBRICK B-2260 SATIN-FINISH STAINLESS STEEL TA-10 HEAVY-DUTY ROBE HOOK BOBRICK B-211 SATIN-FINISH STAINLESS STEEL TA-11 SURFACE- MOUNTED SHARP DISPOSAL BOBRICK B-350169 SATIN-FINISH STAINLESS STEEL PLUMBING FIXTURE SCHEDULE TAG FIXTURE MANUFACTURER MODEL FD1 FLOOR DRAIN JAY R. SMITH 2005Y-G-L-B-P050-U-SS L1 WALL MOUNT LAVATORY AMERICAN STANDARD LUCERNE MS1 MOP SINK FIAT TSBC-1610 S1 UNDERMOUNT SINK ELKAY ELU2115 S1A SINGLE-HANDLE PULL-DOWN FAUCET KINGSTON GOURMETIER LS8721DL CONCORD; FINISH: BRUSHED NICKEL W1 FLOOR MOUNTED WATER CLOSET SLOAN ST-2029 NO. DESCRIPTION DATE 08-09-2024 C2 A-361 C2 A-361 A-661 A1 A-661 A2 SLOPED CONCRETE SLAB WALKWAY TO TERMINAL, REFER TO CIVIL AND STRUCTURAL. CONCRETE TO BE A BRUSHED FINISH TO PROVIDE ANTI-SLIP SURFACE. PRE-ENGINEERED METAL ENCLOSED WALKWAY WALLS TO SLOPE WITH CONCRETE SLAB 24"W X 36"H WINDOWS CENTERED BETWEEN FRAMING OF PRE-ENGINEERED ENCLOSED WALKWAY WALLS EMERGENCY EGRESS DOORS, REFER TO DOOR SCHEDULE CONCRETE SLAB LANDING, REFER TO CIVIL AND STRUCTURAL SHUTTLE DRIVE, REFER TO CIVIL SL O P E SL O P E SL O P E SL O P E METAL BENCHES, TYP. BASIS OF DESIGN: LANDSCAPE FORMS PARC VUE BACKLESS OR EQUAL ELECTRICAL CONDUIT, REFER TO ELEC. MECHANICAL EQUIPMENT, REFER TO MECH. CONCRETE LANDING FOR EQUIPMENT ACCESS, REFER TO CIVIL AND MEP 104 ACCESS DOOR FOR MECH./ELEC. EQUIPMENT, REFER TO DOOR SCHEDULE 10' - 0" 14 ' - 2 " 7' - 0 " 5 ' - 6 " CL W1 EQ E Q 22' - 0" 12 ' - 0 " 10 5 MECHANICAL EQUIPMENT, REFER TO MECH. ELECTRICAL CONDUIT, REFER TO ELEC. SHUTTLE DRIVE, REFER TO CIVIL IDF ROOM 105 A3 A-361 SIM. A3 A-361 SIM. 11 ' - 6 " 10 ' - 0 " A-661 B4 SIM. A-661 A4 SIM. 6" X 6" ALUMINUM COLUMN, TYP. 1/2" EXPANSION JOINT AT COLUMNS, TYP. CONCRETE SLAB, REFER TO CIVIL CONCRETE FOUNDATION, REFER TO STRUCTURAL 6" WIDE X 8" DEEP ALUMINUM BEAMS, TYP. 3" METAL DECK, TYP. 6" METAL FASCIA WA T E R MECHANICAL JOINT, TYP. PRE-ENGINEERED ENCLOSED WALKWAY TO TERMINAL INTERNAL DRAINAGE SYSTEM TO DRAIN AWAY FROM EXISTING TERMINAL CONCRETE CURB, REFER TO CIVIL SIGNAGE, REFER TO SIGNAGE PLAN, SCHEDULE AND ELEVATIONS LIGHT FIXTURE, REFER TO ELEC. CL CL TOP OF SLAB SEE CIVIL DRAWINGS EDGE OF EXISTING AIRPORT TERMINAL OVERALL WIDTH 16' - 4" 12' - 0" O.C.2' - 2" 11 ' - 0 " A-461 B3 SIM. SLOPE BASIS OF DESIGN: ENCLOSED PEDESTRIAN WALKWAY WALL AND ROOF ASSEMBLIES WALL ASSEMBLY (INTERIOR TO EXTERIOR) • 1/2" INTERIOR GYPSUM WALLBOARD OR LINER PANEL (BID ALTERNATE) • 1/4" LOW-E REFLECTIVE INSULATION (R-7.75) BY ENVIRONMENTALLY SAFE PRODUCTS, INC. OR EQUAL • 3" DEEP TUBE STEEL FRAMING BY PRE-ENGINEERED METAL BUILDING MANUFACTURER VERSATUBE OR EQUAL • 1/4" LOW-E REFLECTIVE INSULATION (R-7.75) BY ENVIRONMENTALLY SAFE PRODUCTS, INC. OR EQUAL • AIR GAP PER LOW-E REFLECTIVE INSULATION MANUFACTURER'S RECOMMENDATIONS TO MEET R-VALUE • 1 1/4" CORRUGATED METAL PANEL BY PRE-ENGINEERED METAL BUILDING MANUFACTURER VERSATUBE OR EQUAL ROOF ASSEMBLY (INTERIOR TO EXTERIOR) • 1/2" INTERIOR GYPSUM WALLBOARD CEILING OR LINER PANEL (BID ALTERNATE) • 6 1/2" FOIL SCRIM KRAFT FACED FIBERGLASS BATT INSULATION PANEL OR LOOSE BATT (R-19 MINIMUM) ON STRAPS • 1/4" LOW-E REFLECTIVE INSULATION (R-7.75) BY ENVIRONMENTALLY SAFE PRODUCTS, INC. OR EQUAL • 3" DEEP TUBE STEEL FRAMING BY PRE-ENGINEERED METAL BUILDING MANUFACTURER VERSATUBE OR EQUAL • 1/4" LOW-E REFLECTIVE INSULATION (R-7.75) BY ENVIRONMENTALLY SAFE PRODUCTS, INC. OR EQUAL • AIR GAP PER LOW-E REFLECTIVE INSULATION MANUFACTURER'S RECOMMENDATIONS TO MEET R-VALUE • 1 1/4" CORRUGATED METAL PANEL BY PRE-ENGINEERED METAL BUILDING MANUFACTURER VERSATUBE OR EQUAL ENERGY CODE REQUIREMENTS (2018 NORTH CAROLINA ENERGY CONSERVATION CODE) METAL BUILDINGS IN CLIMATE ZONE 3A (TABLE C402.31): WALLS, ABOVE GRADE R-0 + R-9.8ci* ROOFS R-10 + R-19FC** *ci - CONTINUOUS INSULATION **FC - FILLED CAVITY 1/4" LOW-E REFLECTIVE FOIL-FACED POLYETHYLENE INSULATION (R-7.75) 1 1/4" DEEP SHEET METAL ROOF BY PRE- ENGINEERED METAL ENCLOSED WALKWAY MANUFACTURER 3" TUBE STEEL METAL FRAMING BY PRE- ENGINEERED METAL ENCLOSED WALKWAY MANUFACTURER 1 1/4" DEEP SHEET METAL ROOF BY PRE- ENGINEERED METAL ENCLOSED WALKWAY MANUFACTURER 6 1/2" FOIL SCRIM KRAFT FACED FIBERGLASS BATT INSULATION OR LOOSE BATT (R-19 MIN.) ON STRAPS 3" TUBE STEEL METAL FRAMING BY PRE- ENGINEERED METAL ENCLOSED WALKWAY MANUFACTURER 1/4" LOW-E REFLECTIVE FOIL-FACED POLYETHYLENE INSULATION (R-7.75) WITH AIR GAP AS REQUIRED BY MANUF. TO MEET R-VALUE 1/4" LOW-E REFLECTIVE FOIL-FACED POLYETHYLENE INSULATION (R-7.75) WITH AIR GAP AS REQUIRED BY MANUF. TO MEET R-VALUE 1/4" LOW-E REFLECTIVE FOIL-FACED POLYETHYLENE INSULATION (R-7.75) WITH AIR GAP AS REQUIRED BY MANUF. TO MEET R-VALUE OVERHANG OF OPEN CANOPY TO OVERLAP ENCLOSED WALKWAY ROOF EDGE 1" M I N . SCALE: = 1'-0" SCALE: = 1'-0" SCALE: = 1'-0" REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: SHEET NUMBER 0 8 168 1/8" 0 2 42 1/2" 3" 10 SHEET TITLE PROJECT NUMBER 1003-0070-005 NOT RELEASED FOR CONSTRUCTION PROFESSIONAL SEAL AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B WILMINGTON INTERNATIONAL AIRPORT RS&H Architects-Engineers-Planners, Inc. 1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos. 50073* *F-0493 *C-28 © 2024 RS&H, INC. 8/ 8 / 2 0 2 4 9 : 3 8 : 4 3 A M A u t o d e s k D o c s : / / 1 0 0 3 0 0 7 0 0 0 4 _ I L M TO 4 R d w y I n f I m p r o v D e s i g n / 1 0 0 3 0 0 7 0 0 0 4 _ I L M _ T O 4 T e m p or a r y C a n o p y _ A _ R 2 4 . r v t CGB SG 08/09/2024 CV 100% DESIGN INTERIM COVERED WALKWAY ENLARGED PLANS AND OPEN CANOPY SECTION A-461 N PN SCALE: 1/8" = 1'-0"A3 ENLARGED PLAN - ENCLOSED WALKWAY REST AREA SCALE: 1/2" = 1'-0"A1 SECTION - INTERIM OPEN CANOPY NEAR TERMINAL SCALE: 3" = 1'-0"B3 ENCLOSED WALKWAY ROOF OVERHANG EDGE NO. DESCRIPTION DATE 08-09-2024 2 T.O. WALL 111' - 8" PREFINISHED METAL GUTTER AND DOWNPOUT METAL CAP TRIM CLOSURE 2X CONTINUOUS WOOD BLOCKING INSULATED METAL WALL PANEL RATED FOR MIN. R-7.5 CONTINUOUS INSULATION STANDING SEAM METAL ROOFING COVERBOARD - 1/2" PREFINISHED METAL FLASHING AND METAL CLEAT ICE AND WATER SHIELD UNDERLAYMENT SEALANT STRUCTURAL METAL FRAMING - 6" STRUCTURAL METAL ROOF JOIST - 16" BATT INSULATION, MIN. R-13 51/2"x51/2" 16 GA., CONTINUOUS GALVANIZED ANGLE 2" 7" METAL DRIP EDGE FASTENER CLIP AND CONNECTOR BOLTS RIGID INSULATION BOARD - 4" MIN. R 25 CONTINUOUS GYPSUM BOARD - 5/8" RIM TRACK ROOF 114' - 0" 1 PREFINISHED METAL FLASHING 2X CONTINUOUS WOOD BLOCKING COVERBOARD - 1/2" ICE AND WATER SHIELD UNDERLAYMENT STRUCTURAL METAL FRAMING - 6" STRUCTURAL METAL ROOF JOIST - 16" GYPSUM BOARD - 5/8" 51/2"x51/2" 16 GA., CONTINUOUS GALVANIZED ANGLE METAL CAP TRIM CLOSURE INSULATED METAL WALL PANEL RATED FOR MIN. R-7.5 CONTINUOUS INSULATION PREFINISHED METAL FLASHING AND METAL CLEAT SEALANT FASTENER CLIP AND CONNECTOR BOLTS 2" RIGID INSULATION BOARD - 4" MIN. R 25 CONTINUOUS BATT INSULATION, MIN. R-13 AS REQUIRED ALL ROOF EDGES AND FLASHING SHALL BE PER ROOF MANUFACTURER WRITTEN RECOMMENDATIONS FINISH FLOOR 100' - 6" 2 THRU-WALL FLEXIBLE METAL FLASHING, CONTINUOUS MASONRY VENEER EXPANSION JOINT, REFERENCE STRUCTURAL WEEP HOLES, 16" O.C. GROUT FILL VAPOR AND AIR BARRIER, EXTEND OVER SLAB EXTERIOR GRADE SHEATHING - 5/8" STRUCTURAL METAL FRAMING - 6" GYPSUM BOARD - 5/8" GRADE TO SLOPE, REFERENCE CIVIL DAMPROOFING BELOW GRADE WATERPROOFING COMPACTED EARTH POROUS FILL 3 5/8" 2" 1 1/2" 5/8" 2" AIR GAP BATT INSULATION, MIN. R-13 DRAINAGE AS REQUIRED 1/2 " RIGID INSULATION MIN. R7.5 CONT. - 1.5" ROOF 114' - 0" A PREFINISHED METAL FLASHING 2X CONTINUOUS WOOD BLOCKING STANDING SEAM METAL ROOFING COVERBOARD - 1/2" ICE AND WATER SHIELD UNDERLAYMENT 51/2"x51/2" 16 GA., CONTINUOUS GALVANIZED ANGLE AS R E Q U I R E D 2" METAL CAP TRIM CLOSURE INSULATED METAL WALL PANEL RATED FOR MIN. R-7.5 CONTINUOUS INSULATION PREFINISHED METAL FLASHING AND METAL CLEAT SEALANT STRUCTURAL METAL FRAMING - 6" STRUCTURAL METAL ROOF JOIST - 16" GYPSUM BOARD - 5/8" FASTENER CLIP AND CONNECTOR BOLTS ALL ROOF EDGES AND FLASHING SHALL BE PER ROOF MANUFACTURER WRITTEN RECOMMENDATIONS RIGID INSULATION BOARD - 4" MIN. R 25 CONTINUOUS BATT INSULATION, MIN. R-13 2 1 / 2 " 2 1/4" PANEL CLIP CONTINUOUS HOLD DOWN CLEAT STRUCTURAL METAL FRAMING - 6" GYPSUM BOARD - 5/8" INSULATED METAL WALL PANEL RATED FOR MIN. R-9.8 CONTINUOUS INSULATION CONTINUOUS SEALANT PREFINISHED METAL FLASHING AND RECEIVER (2 PIECES) COLOR TO MATCH METAL PANEL METAL CAP TRIM AND CONTINUOUS METAL CLEAT, FASTENED AT 8" O.C. COLOR TO MATCH METAL PANEL BACKER ROD AND SEALANT FASTENER CLIP AND CONNECTOR BOLTS 1 1 / 2 " METAL FLASHING THRU-WALL FLEXIBLE METAL FLASHING, CONTINUOUS BATT INSULATION, MIN. R-13 THRU-WALL FLEXIBLE METAL FLASHING, CONTINUOUS, DAM AT ENDS PRE-CAST CONCRETE SILL RIGID INSULATION MIN. R7.5 CONT. - 1.5" VAPOR AND AIR BARRIER EXTERIOR GRADE SHEATHING - 5/8" 2" AIR GAP MASONRY VENEER STRUCTURAL METAL FRAMING - 6", CONTINUOUS 6 1 / 8 " 1 1 / 2 " 6"1 5/8" SCALE: = 1'-0" REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: SHEET NUMBER 3" 10 SHEET TITLE PROJECT NUMBER 1003-0070-005 NOT RELEASED FOR CONSTRUCTION PROFESSIONAL SEAL AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B WILMINGTON INTERNATIONAL AIRPORT RS&H Architects-Engineers-Planners, Inc. 1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos. 50073* *F-0493 *C-28 © 2024 RS&H, INC. 8/ 8 / 2 0 2 4 6 : 3 6 : 1 9 P M A u t o d e s k D o c s : / / 1 0 0 3 0 0 7 0 0 0 4 _ I L M TO 4 R d w y I n f I m p r o v D e s i g n / 1 0 0 3 0 0 7 0 0 0 4 _ I L M _ T O 4 E x i t P l a z a _ A _ R 2 4 . r v t KFS SRG 08/09/2024 JCE 100% DESIGN ADMIN BUILDING EXTERIOR SECTION DETAILS A-501 SCALE: 3" = 1'-0"B1 ROOF AT GUTTER SECTION DETAIL SCALE: 3" = 1'-0"B2 ROOF PEAK SIDE SECTION DETAIL SCALE: 3" = 1'-0"A1 EXTERIOR WALL AT CONCRETE SLAB SECTION DETAIL SCALE: 3" = 1'-0"B3 ROOF EDGE SECTION DETAIL SCALE: 3" = 1'-0"A3 DTL- MTL PANEL AT MASONRY NO. DESCRIPTION DATE 08-09-2024 0"FACTORY APPLIED FIRE RATED GASKET RE V E A L 1/2 " AS REQ. BY R-VALUE DEPTH (2) FASTENER PER CLIP, PRE-DRILLING REQUIRED, PER MANUFACTURER STAINLESS STEEL FASTENING CLIP WITH FOAM TAPE STRIP SEAL REF. DETAILS WALL CONSTRUCTION STRUCTURAL METAL FRAMING - 6", CONTINUOUS (2) FASTENER PER CLIP, PRE-DRILLING REQUIRED, PER MANUFACTURERREVEAL 1/2" FIRE-RESISTANT WEDGE GASKET IN EXTERIOR JOINT DEEP SLOT SAW CUT NON-SKINNING BUTYL REAR SEAL W/ MARRIAGE BEAD TO PANEL JOINT CONTINUOUS 22 GAUGE x 8" MENDING PLATE MINERAL FIBER FILL ALL VOIDS, MIN. 4PCF NON-SKINNING BUTYLREAR SEAL BOTH SIDES OF TRIM W/ MARRIAGE BEAD TO PANEL JOINT Z FLASHING CONTINUOUS BUTYL REAR SEAL W/ MARRIAGE BEAD TO PANEL JOINT CONTINUOUS 22 GAUGE MENDING PLATE INSULATED METAL PANEL SCALE: = 1'-0" REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: SHEET NUMBER 3" 10 SHEET TITLE PROJECT NUMBER 1003-0070-005 NOT RELEASED FOR CONSTRUCTION PROFESSIONAL SEAL AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B WILMINGTON INTERNATIONAL AIRPORT RS&H Architects-Engineers-Planners, Inc. 1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos. 50073* *F-0493 *C-28 © 2024 RS&H, INC. 8/ 8 / 2 0 2 4 6 : 3 6 : 2 0 P M A u t o d e s k D o c s : / / 1 0 0 3 0 0 7 0 0 0 4 _ I L M TO 4 R d w y I n f I m p r o v D e s i g n / 1 0 0 3 0 0 7 0 0 0 4 _ I L M _ T O 4 E x i t P l a z a _ A _ R 2 4 . r v t KFS SRG 08/09/2024 JCE 100% DESIGN ADMIN BUILDING EXTERIOR SECTION DETAILS A-502 SCALE: 3" = 1'-0"B1 METAL PANEL TO PANEL (HORIZONTAL) SCALE: 3" = 1'-0"A1 METAL PANEL TO PANEL (VERTICAL) SCALE: 3" = 1'-0"A2 METAL PANEL - FORMED OUTSIDE CORNER NO. DESCRIPTION DATE 08-09-2024 4" 6 3 / 8 " 2 3 / 8 " 3" 3" 1' - 0 1/4"VARIES (6' MAX.)VARIES (6' MAX.)1' - 0 1/4" DRAIN HOLE FIELD LOCATE AND INSTALL DRAIN STUB DECKING TEK SCREW @ 12" O.C. DECKING TEK SCREW (3 PER LOWER DECK MEMBER) EXTRUDED ALUMINUM FLAT SOFFIT DECK SNAP CAP CONNECTOR (MIN-71) W/ #10-16 3PT TEK SCREWS @ 24" O.V. STEEL HANGER TUBE WELDED TO PL8"X7"X.500 1/2"X24" - THRU THREADED ROD W/ WASHERS, NUTS AND 3"X.25 PLTD STEEL BACKING P 3"X6" WIDE X.078 FLAT SOFFIT EXTRUDED ALUMINUM INTERLOCKING DECKING DRAIN STUB AND 2 1/2"X3"X10' LONG ROLL FORMED ALUMINUM DOWNSPOUT (FIELD LOCATE AND INSTALL) CANOPY WIDTH 1' - 0"11 7/8"1' - 0" 8" 2" 3' - 0" 3/16" ALUMINUM POP RIVET 2" DRAIN HOLE FIELD LOCATE AND INSTALL DRAIN STUB 1 1/4" DECKING TEK SCREW DRAIN STUB AND 2 1/2"X3"X10' LONG ROLL DORMED ALUMINUM DOWNSPOUT (FIELD LOCATE AND INSTALL) TEK SCREW @ 9" .C. 2 3/4"X6" WIDE X.078 EXTRUDED ALUMINUM INTERLOCKING DECKING 1 1/2"X1 1/2"X.125X7" EXTRUDED ALUMINUM FASCIA CORNER SUPPORT ANGLE EXTRUDED ALUMINUM 8" FASCIA (MIN-73) 6"X6"X.25 EXTRUDED ALUMINUM FASCIA SUPPORT PLATE 3/8" MACH. BOLT ASSEMBLY FLASHING MAPES (SEALANT BY CANOPY INSTALLER) INSULATED METAL WALL PANEL RATED FOR MIN. R-7.5 CONTINUOUS INSULATION STRUCTURAL METAL FRAMING - 6" BATT INSULATION, MIN. R-13 GYPSUM BOARD - 5/8" 3/8" - 16X1 1/7" HEX HEAD THREAD ROLLING SCREW 2"X3"X.25 SPACER TS3X3X1/4" STEEL HANGER TUBE WELDED TO PL8"X7"X.500 W/ THRU BOLTS INTO WALL THROUGH REAR FASCIA 3"X6" WIDE X.078 FLAT SOFFIT EXTRUDED ALUMINUM INTERLOCKING DECKING 1/2"X24" THRU THREADED RID W/ WASHERS, NUTS AND 3"X.25 PLTD STEEL BACKING PLATE #12-24 5PT X 1 1/4" DECKING TEK SCREW (3 PER LOWER DECK MEMBER) EXTRUDED ALUMINUM 8" STYLE 'G' FASCIA 3' - 0" 2 3 / 8 " 4 " 8" INSULATED METAL WALL PANEL RATED FOR MIN. R-7.5 CONTINUOUS INSULATION STRUCTURAL METAL FRAMING - 6" BATT INSULATION, MIN. R-13 GYPSUM BOARD - 5/8" STRUCTURAL METAL FRAMING - 6" BOX BEAM SCALE: 3" = 1'-0"A1 OVERHEAD CANOPY TRANSVERSE SECTION SCALE: 3" = 1'-0"C1 OVERHEAD CANOPY SECTION AT HANGER TUBE SCALE: 3" = 1'-0"B1 OVERHEAD CANOPY SECTION AT END SCALE: = 1'-0" REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: SHEET NUMBER 3" 10 SHEET TITLE PROJECT NUMBER 1003-0070-005 NOT RELEASED FOR CONSTRUCTION PROFESSIONAL SEAL AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B WILMINGTON INTERNATIONAL AIRPORT RS&H Architects-Engineers-Planners, Inc. 1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos. 50073* *F-0493 *C-28 © 2024 RS&H, INC. 8/ 8 / 2 0 2 4 6 : 3 6 : 2 2 P M A u t o d e s k D o c s : / / 1 0 0 3 0 0 7 0 0 0 4 _ I L M TO 4 R d w y I n f I m p r o v D e s i g n / 1 0 0 3 0 0 7 0 0 0 4 _ I L M _ T O 4 E x i t P l a z a _ A _ R 2 4 . r v t KFS SRG 08/09/2024 JCE 100% DESIGN ADMIN BUILDING EXTERIOR SECTION DETAILS A-503 NO. DESCRIPTION DATE 08-09-2024 METAL STUD TO UNDERSIDE OF DECK ACT AS SCHEDULED 6" FLOOR DRAIN AT DRAIN CORNERS, MITER TILE JOINTS FOR SLOPE TO DRAIN GROUT JOINT 1 3 / 4 " 3/8 " 5 3 / 4 " 1/8 " 2' - 1" SE E I N T E R I O R E L E V A T I O N S 2' - 1 0 " PL1 ON 3/4" PLYWOOD WITH PREFAB METAL INTEGRATED TOE KICK ATTACHED TO DOOR 1/4" PLYWOOD BACK W/ PL1 FINISH, CUT OPENING AS REQUIRED FOR PLUMBING PENETRATIONS 4" 1 ' - 1 0 " 1/4 " HEAVY DUTY CONCEALED HINGE 1" (3 CM) QUARTZ COUNTERTOP AND BACKSPLASH (SS1) S.S. UNDERMOUNT SINK W/ FASTENER AND MOUNTING CLIP AS REQUIRED BY MANUFACTURER 3/4" PLYWOOD DOOR W/ PL1 FINISH 3/4" PLYWOOD FIXED PANEL W/ PL1 FINISH HAFELE BAR PULLS, TYP. 3/4" PLYWOOD SILICONE CAULK AROUND SINK PERIMETER 1 1 / 2 " 3/8 " 6" 1/8 " 2' - 9 3 / 4 " 1/4" PLYWOOD BACK W/ PL1 FINISH 3 3 / 4 " 1 ' - 1 0 " HEAVY DUTY CONCEALED HINGE, TYP. 3/4" PLYWOOD DOOR W/ PL1 FINISH 3/4" PLYWOOD DRAWER W/ 1/4" BOTTOM ON FULL EXTENSION SLIDES W/ PL1 FINISHES APPLIED TO ALL EXPOSED SURFACES HAFELE BAR PULLS, TYP. 1' - 8 1/2" 3 1/2" (2) 3/4" PLYWOOD ADJUSTABLE SHELF W/ PL1 FINISH 3/4" PLYWOOD TOE KICK W/ PL1 FINISH 1" (3 CM) QUARTZ COUNTERTOP AND BACKSPLASH (SS1) 3/4" PLYWOOD 1/4" PLYWOOD BACK W/ PL1 FINISH 3/4" PLYWOOD DOOR W/ PL1 FINISH (2) 3/4" PLYWOOD ADJUSTABLE SHELF W/ PL1 FINISH 2' - 5 5 / 8 " 3/8 " 3/4" PLYWOOD FRAME W/ PL1 FINISH - APPLIED TO ALL VISIBLE SURFACES 1' - 0" HEAVY DUTY CONCEALED HINGE, TYP. HAFELE BAR PULLS, TYP. 2' - 6 " 1" (3 CM) QUARTZ BACKSPLASH (SS1) SCALE: = 1'-0" SCALE: = 1'-0" REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: SHEET NUMBER 3" 10 1 1/2" 01 1 SHEET TITLE PROJECT NUMBER 1003-0070-005 NOT RELEASED FOR CONSTRUCTION PROFESSIONAL SEAL AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B WILMINGTON INTERNATIONAL AIRPORT RS&H Architects-Engineers-Planners, Inc. 1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos. 50073* *F-0493 *C-28 © 2024 RS&H, INC. 8/ 8 / 2 0 2 4 6 : 3 6 : 2 2 P M A u t o d e s k D o c s : / / 1 0 0 3 0 0 7 0 0 0 4 _ I L M TO 4 R d w y I n f I m p r o v D e s i g n / 1 0 0 3 0 0 7 0 0 0 4 _ I L M _ T O 4 E x i t P l a z a _ A _ R 2 4 . r v t KFS SRG 08/09/2024 JCE 100% DESIGN ADMIN BUILDING INTERIOR DETAILS A-504 SCALE: 1 1/2" = 1'-0"A1 BASE CABINET WITH DRAWER SECTION DETAIL SCALE: 3" = 1'-0"B1 ACT CEILING DETAIL SCALE: 1 1/2" = 1'-0"A2 BASE CABINET WITH SINK SECTION DETAIL SCALE: 3" = 1'-0"B2 RESTROOM TILE FLOOR DRAIN DETAIL, TYP. SCALE: 1 1/2" = 1'-0"B3 UPPER CABINET SECTION DETAIL NO. DESCRIPTION DATE 08-09-2024 BASIS OF DESIGN: ENCLOSED PEDESTRIAN WALKWAY WALL AND ROOF ASSEMBLIES WALL ASSEMBLY (INTERIOR TO EXTERIOR) • 1/2" INTERIOR GYPSUM WALLBOARD OR LINER PANEL (BID ALTERNATE) • 1/4" LOW-E REFLECTIVE INSULATION (R-7.75) BY ENVIRONMENTALLY SAFE PRODUCTS, INC. OR EQUAL • 3" DEEP TUBE STEEL FRAMING BY PRE-ENGINEERED METAL BUILDING MANUFACTURER VERSATUBE OR EQUAL • 1/4" LOW-E REFLECTIVE INSULATION (R-7.75) BY ENVIRONMENTALLY SAFE PRODUCTS, INC. OR EQUAL • AIR GAP PER LOW-E REFLECTIVE INSULATION MANUFACTURER'S RECOMMENDATIONS TO MEET R-VALUE • 1 1/4" CORRUGATED METAL PANEL BY PRE-ENGINEERED METAL BUILDING MANUFACTURER VERSATUBE OR EQUAL ROOF ASSEMBLY (INTERIOR TO EXTERIOR) • 1/2" INTERIOR GYPSUM WALLBOARD CEILING OR LINER PANEL (BID ALTERNATE) • 6 1/2" FOIL SCRIM KRAFT FACED FIBERGLASS BATT INSULATION PANEL OR LOOSE BATT (R-19 MINIMUM) ON STRAPS • 1/4" LOW-E REFLECTIVE INSULATION (R-7.75) BY ENVIRONMENTALLY SAFE PRODUCTS, INC. OR EQUAL • 3" DEEP TUBE STEEL FRAMING BY PRE-ENGINEERED METAL BUILDING MANUFACTURER VERSATUBE OR EQUAL • 1/4" LOW-E REFLECTIVE INSULATION (R-7.75) BY ENVIRONMENTALLY SAFE PRODUCTS, INC. OR EQUAL • AIR GAP PER LOW-E REFLECTIVE INSULATION MANUFACTURER'S RECOMMENDATIONS TO MEET R-VALUE • 1 1/4" CORRUGATED METAL PANEL BY PRE-ENGINEERED METAL BUILDING MANUFACTURER VERSATUBE OR EQUAL ENERGY CODE REQUIREMENTS (2018 NORTH CAROLINA ENERGY CONSERVATION CODE) METAL BUILDINGS IN CLIMATE ZONE 3A (TABLE C402.31): WALLS, ABOVE GRADE R-0 + R-9.8ci* ROOFS R-10 + R-19FC** *ci - CONTINUOUS INSULATION **FC - FILLED CAVITY 3" TUBE STEEL METAL FRAMING BY PRE-ENGINEERED METAL ENCLOSED WALKWAY MANUFACTURER 1/4" LOW-E REFLECTIVE FOIL-FACED POLYETHYLENE INSULATION (R-7.75) 1/4" LOW-E REFLECTIVE FOIL-FACED POLYETHYLENE INSULATION (R-7.75) WITH AIR GAP AS REQUIRED BY MANUF. TO MEET R-VALUE 1 1/4" DEEP SHEET METAL ROOF BY PRE-ENGINEERED METAL ENCLOSED WALKWAY MANUFACTURER WOOD CANT STRIP AS REQUIRED METAL EQUIPMENT CURB CONTINOUS SEALANT, TYPICAL ALL EDGES OF CURB EXHAUST FAN, REFER TO MECH. 6 1/2" FOIL SCRIM KRAFT FACED FIBERGLASS BATT INSULATION OR LOOSE BATT (R-19 MIN.) ON STRAPS 1/2" INTERIOR GYPSUM BOARD OR LINER PANEL (BID ALTERNATE) 1 1/4" DEEP SHEET METAL ROOF BY PRE-ENGINEERED METAL ENCLOSED WALKWAY MANUFACTURER 1/4" LOW-E REFLECTIVE FOIL-FACED POLYETHYLENE INSULATION (R-7.75) WITH AIR GAP AS REQUIRED BY MANUF. TO MEET R-VALUE 3" TUBE STEEL METAL FRAMING BY PRE-ENGINEERED METAL ENCLOSED WALKWAY MANUFACTURER 6 1/2" FOIL SCRIM KRAFT FACED FIBERGLASS BATT INSULATION OR LOOSE BATT (R-19 MIN.) ON STRAPS SUSPENDED FROM STEEL FRAME CONTINUOUS CAULKING, TYPICAL 1/2" INTERIOR GYPSUM BOARD OR LINER PANEL (BID ALTERNATE) GWB CORNER BEAD (BID ALTERNATE) 6 1/2" FOIL SCRIM KRAFT FACED FIBERGLASS BATT INSULATION OR LOOSE BATT (R-19 MIN.) ON STRAPS 1/2" INTERIOR GYPSUM BOARD OR LINER PANEL (BID ALTERNATE) 3" TUBE STEEL METAL FRAMING BY PRE-ENGINEERED METAL ENCLOSED WALKWAY MANUFACTURER 1/4" LOW-E REFLECTIVE FOIL-FACED POLYETHYLENE INSULATION (R-7.75) 1/4" LOW-E REFLECTIVE FOIL-FACED POLYETHYLENE INSULATION (R-7.75) WITH AIR GAP AS REQUIRED BY MANUF. TO MEET R-VALUE 1 1/4" DEEP SHEET METAL ROOF BY PRE-ENGINEERED METAL ENCLOSED WALKWAY MANUFACTURER 1/2" INTERIOR GYPSUM BOARD OR LINER PANEL (BID ALTERNATE) 1 1/4" DEEP SHEET METAL ROOF BY PRE-ENGINEERED METAL ENCLOSED WALKWAY MANUFACTURER 1/4" LOW-E REFLECTIVE FOIL-FACED POLYETHYLENE INSULATION (R-7.75) WITH AIR GAP AS REQUIRED BY MANUF. TO MEET R-VALUE 3" TUBE STEEL METAL FRAMING BY PRE-ENGINEERED METAL ENCLOSED WALKWAY MANUFACTURER 1/4" LOW-E REFLECTIVE FOIL-FACED POLYETHYLENE INSULATION (R-7.75) 6 1/2" FOIL SCRIM KRAFT FACED FIBERGLASS BATT INSULATION OR LOOSE BATT (R-19 MIN.) ON STRAPS SUSPENDED FROM STEEL FRAME 1/2" INTERIOR GYPSUM BOARD OR LINER PANEL (BID ALTERNATE) LIGHT FIXTURE, REFER TO ELEC. 1/2" INTERIOR GYPSUM BOARD OR LINER PANEL (BID ALTERNATE) CONTINUOUS CAULKING, TYPICAL 1/4" LOW-E REFLECTIVE FOIL-FACED POLYETHYLENE INSULATION (R-7.75) 3" TUBE STEEL METAL FRAMING BY PRE- ENGINEERED METAL ENCLOSED WALKWAY MANUFACTURER 1/4" LOW-E REFLECTIVE FOIL-FACED POLYETHYLENE INSULATION (R-7.75) WITH AIR GAP AS REQUIRED BY MANUF. TO MEET R-VALUE 6 1/2" FOIL SCRIM KRAFT FACED FIBERGLASS BATT INSULATION OR LOOSE BATT (R-19 MIN.) ON STRAPS SUSPENDED FROM STEEL FRAME 3" TUBE STEEL METAL FRAMING BY PRE- ENGINEERED METAL ENCLOSED WALKWAY MANUFACTURER 1 1/4" DEEP SHEET METAL SIDING BY PRE- ENGINEERED METAL ENCLOSED WALKWAY MANUFACTURER 1/4" LOW-E REFLECTIVE FOIL-FACED POLYETHYLENE INSULATION (R-7.75) 1/4" LOW-E REFLECTIVE FOIL-FACED POLYETHYLENE INSULATION (R-7.75) WITH AIR GAP AS REQUIRED BY MANUF. TO MEET R-VALUE 1 1/4" DEEP SHEET METAL ROOF BY PRE- ENGINEERED METAL ENCLOSED WALKWAY MANUFACTURER 1/2" INTERIOR GYPSUM BOARD OR LINER PANEL (BID ALTERNATE) 1/2" EXPANSION JOINT BETWEEN CONCRETE FOUNDATION AND PAVING CONCRETE FOUNDATION AND SLAB, REFER TO STRUCT. AND CIVIL SHUTTLE LANE PAVING, REFER TO CIVIL CONTINUOUS CAULKING AT BASE, TYPICAL COMPACTED EARTH, REFER TO CIVIL 1/2 " METAL FLASHING WITH DRIP EDGE SET IN A CONTINUOUS BED OF SEALANT SHEET METAL END CLOSURE 1 1/4" DEEP SHEET METAL SIDING BY PRE-ENGINEERED METAL ENCLOSED WALKWAY MANUFACTURER 1/4" LOW-E REFLECTIVE FOIL-FACED POLYETHYLENE INSULATION (R-7.75) WITH AIR GAP AS REQUIRED BY MANUF. TO MEET R-VALUE 1/2" INTERIOR GYPSUM BOARD OR LINER PANEL (BID ALTERNATE) 1/4" LOW-E REFLECTIVE FOIL-FACED POLYETHYLENE INSULATION (R-7.75) 3" TUBE STEEL METAL FRAMING BY PRE- ENGINEERED METAL ENCLOSED WALKWAY MANUFACTURER 3" TUBE STEEL METAL FRAMING BY PRE- ENGINEERED METAL ENCLOSED WALKWAY MANUFACTURER ANCHOR BOLT, REFER TO STRUCT. SCALE: = 1'-0" REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: SHEET NUMBER 3" 10 SHEET TITLE PROJECT NUMBER 1003-0070-005 NOT RELEASED FOR CONSTRUCTION PROFESSIONAL SEAL AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B WILMINGTON INTERNATIONAL AIRPORT RS&H Architects-Engineers-Planners, Inc. 1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos. 50073* *F-0493 *C-28 © 2024 RS&H, INC. 8/ 8 / 2 0 2 4 9 : 3 8 : 4 6 A M A u t o d e s k D o c s : / / 1 0 0 3 0 0 7 0 0 0 4 _ I L M TO 4 R d w y I n f I m p r o v D e s i g n / 1 0 0 3 0 0 7 0 0 0 4 _ I L M _ T O 4 T e m p or a r y C a n o p y _ A _ R 2 4 . r v t CGB SG 08/09/2024 CV 100% DESIGN INTERIM ENCLOSED WALKWAY AND CANOPY SECTION DETAILS A-561 SCALE: 3" = 1'-0"A2 ENLCOSED WALKWAY ROOF PENETRATION SCALE: 3" = 1'-0"C1 ENCLOSED WALKWAY ROOF EDGE AT REST AREA SCALE: 3" = 1'-0"C2 ENCLOSED WALKWAY ROOF PEAK SCALE: 3" = 1'-0"C3 ENCLOSED WALKWAY ROOF EDGE SCALE: 3" = 1'-0"A3 ENCLOSED WALKWAY BASE SECTION NO. DESCRIPTION DATE 08-09-2024 DOOR AND FRAME GENERAL NOTES 1. PROVIDE CAULK / SEALANT ON BOTH SIDES OF FRAMES, TYPICAL. 2. PROVIDE TEMPERED GLAZING AT ALL STOREFRONT DOORS, AT NEW GLAZING WITHIN 24" HORIZONTALLY FROM A DOOR, WHERE NEW GLAZING LITE IS WITHIN 18" A.F.F. 3. FIELD VERIFY ALL CONDITIONS PRIOR TO ORDERING DOORS, HARDWARE, OR ACCESS CONTROLS, TYPICAL. 4. COORDINATE THRESHOLDS WITH FLOOR FINISHES. 5. NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN DOOR SCHEDULE AND PLAN. 6. ENTIRE DOOR ASSEMBLIES TO MAINTAIN RATINGS AS SCHEDULED AND SHOWN ON THE LIFE SAFETY SHEETS. PROVIDE HARDWARE FOR RATED ASSEMBLIES TO MEET ALL APPLICABLE CODES TO INCLUDE BUT NOT LIMITED TO CLOSERS, PANIC DEVICES, CAULK / SEALANT, SWEEPS, SMOKE SEALS, ETC. 7. SET ALL THRESHOLDS IN EXTERIOR DOORS IN FULL BED OF SEALANT. 8. ALL EXTERIOR DOORS TO MEET WATER TIGHT CONDITION INCLUDING ALL WATERPROOF THRESHOLDS. BUMPER SEALS REQUIRED AT ALL EXTERIOR DOORS U.N.O. 9. SEE DOOR HARDWARE SPECIFICATION FOR DOOR HARDWARE. 10. COORDINATE ALL DOOR HARDWARE WITH ACCESS CONTROL AND FIRE ALARM SYSTEM AS REQUIRED. DOOR TYPES LEGEND SCHED. WIDTH SC H E D . H E I G H T 7"7" 9" 10 " SC H E D . H E I G H T SCHED. WIDTH 9" 3' - 6 " SC H E D . H E I G H T 7"7" SCHED. WIDTH F FG HG SCHED. WIDTH SC H E D . H E I G H T F-P SINGLE FLUSH DOUBLE FLUSHSINGLE FLUSH W/ FULL LITE SINGLE FLUSH W/ HALF LITE 1' - 0 " F1 H.M. FRAME SCHED. WIDTH 2" SC H E D . H E I G H T FRAME TYPES LEGEND F1 H.M. FRAME SCHED. WIDTH SC H E D . H E I G H T INSULATED METAL WALL PANEL RATED FOR MIN. R-7.5 CONTINUOUS INSULATION STRUCTURAL METAL FRAMING - 6" BOX BEAM HEADER GYPSUM BOARD - 5/8" SEALANT CONTINUOUS SEALANT PREFINISHED METAL FLASHING AND RECEIVER (2 PIECES) COLOR TO MATCH METAL PANEL METAL CAP TRIM AND CONTINUOUS METAL CLEAT, FASTENED AT 8" O.C. COLOR TO MATCH METAL PANEL BACKER ROD AND SEALANT SHIM AS REQUIRED LOW PROFILE FASTENER SET IN SEALANT FASTENER CLIP AND CONNECTOR BOLTS METAL DOOR FRAME DOOR, REFERENCE SCHEDULE 1 1 / 2 " BATT INSULATION, MIN. R-13 RO U G H O P E N I N G INSULATED METAL WALL PANEL RATED FOR MIN. R-9.8 CONTINUOUS INSULATION STRUCTURAL METAL FRAMING - 6" BATT INSULATION, MIN. R-13 CONTINUOUS SEALANT FASTENER AND WASHER PREFINISHED JAMB TRIM AND CONTINUOUS METAL CLEAT, FASTENED AT 8" O.C. COLOR TO MATCH METAL PANEL BACKER ROD AND SEALANT SHIM AS REQUIRED LOW PROFILE FASTENER SET IN SEALANT FASTENER CLIP AND CONNECTOR BOLTS 1 1/2" JAMB MENDING PLATE GYPSUM BOARD - 5/8" SEALANT METAL DOOR FRAME DOOR, REFERENCE SCHEDULE ROUGH OPENING STRUCTURAL METAL FRAMING - 6" BATT INSULATION, MIN. R-13 EXTERIOR SHEATHING BACKER ROD AND SEALANT SHIM AS REQUIRED LOW PROFILE FASTENER SET IN SEALANT GYPSUM BOARD - 5/8" SEALANT METAL DOOR FRAME DOOR, REFERENCE SCHEDULE ROUGH OPENING MASONRY VENEER RIGID INSULATION MIN. R7.5 CONT. - 1.5" 5 1 / 8 " GWB PARTITION, PER PLAN BOX HEADER HOLLOW METAL FRAME DOOR AS SCHEDULED PARTION PER PLANS SEALANT EACH SIDE RO U G H O P E N I N G 5/8" GYPSUM BOARD AS SCHEDULED HOLLOW METAL FRAME DOOR AS SCHEDULED PA R T I O N P E R P L A N S SEALANT EACH SIDE 3 5/8" METAL STUD MANUF. METAL RAIN DRIP EXTRUDED ALUM. THRESHOLD SET IN FULL BED OF SEALANT EXTERIOR CONCRETE SIDEWALK, REFERENCE CIVIL DOOR AS SCHEDULED JAMB (BEYOND) CONCRETE SLAB, REFERENCE STRUCTURAL WALK OFF MAT WALL BEYOND SLOPE 5" 3/4 " MANUF. METAL RAIN DRIP EXTRUDED ALUM. THRESHOLD SET IN FULL BED OF SEALANT EXTERIOR CONCRETE SIDEWALK, REFERENCE CIVIL DOOR AS SCHEDULED JAMB (BEYOND) CONCRETE SLAB, REFERENCE STRUCTURAL WALL BEYOND SLOPE 3/4 " SCALE: = 1'-0" REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: SHEET NUMBER 3" 10 SHEET TITLE PROJECT NUMBER 1003-0070-005 NOT RELEASED FOR CONSTRUCTION PROFESSIONAL SEAL AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B WILMINGTON INTERNATIONAL AIRPORT RS&H Architects-Engineers-Planners, Inc. 1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos. 50073* *F-0493 *C-28 © 2024 RS&H, INC. 8/ 8 / 2 0 2 4 6 : 3 6 : 2 3 P M A u t o d e s k D o c s : / / 1 0 0 3 0 0 7 0 0 0 4 _ I L M TO 4 R d w y I n f I m p r o v D e s i g n / 1 0 0 3 0 0 7 0 0 0 4 _ I L M _ T O 4 E x i t P l a z a _ A _ R 2 4 . r v t KFS SRG 08/09/2024 JCE 100% DESIGN ADMIN BUILDING DOOR SCHEDULE, DOOR TYPES, AND NOTES A-601 DOOR SCHEDULE DOOR NO. ROOM NAME DOOR INFORMATION FRAME INFORMATION FIRE RATING HARDWARE SET ACCESS CONTROL COMMENTS DOOR DIMENSIONS PANEL TYPE MATERIALS FRAME DETAILS WIDTH HEIGHT THICKNESS MATERIAL FINISH TYPE MATERIAL HEAD JAMB SILL FINISH FLOOR 100A RECEPTION 3' - 0" 7' - 0" 1 3/4" HG MTL P2 F1 MTL C1/A602 A1/A602 / B1/A602 A2/A602 04 100B RECEPTION 3' - 0" 7' - 0" 1 3/4" HG MTL P2 F1 MTL C1/A601 A1/A602 / B1/A602 A2/A602 04 102 RECEPTION 3' - 0" 7' - 0" 1 3/4" F WD P2 F1 MTL C2/A602 B2/A602 C3/A602 02 103 IDF 3' - 0" 7' - 0" 1 3/4" F WD P2 F1 MTL C2/A602 B2/A602 D3/A602 06 104 OFFICE 1 3' - 0" 7' - 0" 1 3/4" F WD P2 F1 MTL C2/A602 B2/A602 B3/A602 01 105 OFFICE 2 3' - 0" 7' - 0" 1 3/4" F WD P2 F1 MTL C2/A602 B2/A602 B3/A602 01 106 JANITOR 3' - 0" 7' - 0" 1 3/4" F WD P2 F1 MTL C2/A602 B2/A602 D3/A602 03 107 STORAGE 6' - 0" 7' - 0" 1 3/4" F-P MTL P2 F1 MTL C1/A602 A1/A602 / B1/A602 A3/A602 05 Yes LOUVERED SCALE: 3" = 1'-0"A1 INTERIOR HM DOOR HEAD DETAIL SCALE: 3" = 1'-0"A2 INTERIOR HM DOOR JAMB DETAIL SCALE: 3" = 1'-0"A3 EXT. HM DOOR / WM1 SILL DETAIL SCALE: 3" = 1'-0"B1 METAL PANEL / EXTERIOR HM DOOR HEAD DETAIL SCALE: 3" = 1'-0"A4 EXT. HM DOOR / SC SILL DETAIL SCALE: 3" = 1'-0"B3 METAL PANEL / EXTERIOR HM DOOR JAMB DETAIL SCALE: 3" = 1'-0"B4 MASONRY VENEER / EXTERIOR HM DOOR JAMB DETAIL NO. DESCRIPTION DATE 08-09-2024 INSULATED METAL WALL PANEL RATED FOR MIN. R-7.5 CONTINUOUS INSULATION STRUCTURAL METAL FRAMING - 6" BOX BEAM HEADER GYPSUM BOARD - 5/8" SEALANTCONTINUOUS SEALANT PREFINISHED METAL FLASHING AND RECEIVER (2 PIECES) COLOR TO MATCH METAL PANEL METAL CAP TRIM AND CONTINUOUS METAL CLEAT, FASTENED AT 8" O.C. COLOR TO MATCH METAL PANEL BACKER ROD AND SEALANT SHIM AS REQUIRED LOW PROFILE FASTENER SET IN SEALANT FASTENER CLIP AND CONNECTOR BOLTS ALUMINUM WINDOW SYSTEM WINDOW GLAZING SYSTEM 1 1 / 2 " 1" BATT INSULATION, MIN. R-13 BATT INSULATION, MIN. R-13 GYPSUM BOARD - 5/8" SEALANT BACKER ROD AND SEALANT SHIM AS REQUIRED ALUMINUM WINDOW SYSTEM WINDOW GLAZING SYSTEM 7" THRU-WALL FLEXIBLE METAL FLASHING, CONTINUOUS, DAM AT ENDS PRECAST CONCRETE SILL RIGID INSULATION CONTINUOUS - 1.5" VAPOR AND AIR BARRIER EXTERIOR GRADE SHEATHING - 5/8" 2" AIR GAP PRESSURE TREATED, EXTERIOR GRADE BLOCKING - 1/2" STRUCTURAL METAL FRAMING - 6" 1 1/2" MASONRY VENEER 6 1 / 8 " 1 1 / 2 " 6 1/8" 5' - 0" 5' - 0 " 3' - 4 " EQ.EQ.2 1/2"2 1/2"2 1/2" 2 1 / 2 " 4' - 7 " 2 1 / 2 " A A2 A-603 B1 A-603 A1 A-603 FINISH FLOOR 100'-6" WINDOW TYPES INSULATED METAL WALL PANEL RATED FOR MIN. R-9.8 CONTINUOUS INSULATION STRUCTURAL METAL FRAMING - 6" BOX BEAM HEADER BATT INSULATION, MIN. R-13 SEALANT CONTINUOUS SEALANT FASTENER AND WASHER PREFINISHED JAMB TRIM AND CONTINUOUS METAL CLEAT, FASTENED AT 8" O.C. COLOR TO MATCH METAL PANEL BACKER ROD AND SEALANT SHIM AS REQUIRED LOW PROFILE FASTENER SET IN SEALANT FASTENER CLIP AND CONNECTOR BOLTS ALUMINUM WINDOW SYSTEM WINDOW GLAZING SYSTEM 1 1/2" 1" JAMB MENDING PLATE GYPSUM BOARD - 5/8" WINDOW AND GLAZING GENERAL NOTES 1. PROVIDE CAULK / SEALANT ON BOTH SIDES OF FRAMES, TYPICAL 2. PROVIDE TEMPERED GLAZING AT ALL STOREFRONT DOORS, AT NEW GLAZING WITHIN 24" HORIZONTALLY FROM A DOOR, WHERE NEW GLAZING LITE IS WITHIN 18" A.F.F. 3. FIELD VERIFY ALL CONDITIONS PRIOR TO ORDERING, TYPICAL. 4. NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN WINOW SCHEDULE AND PLAN. 5. ENTIRE WINDOW ASSEMBLIES TO MAINTAIN RATINGS AS SCHEDULED AND SHOWN ON THE LIFE SAFETY SHEETS. ASSEMBLIES TO MEET ALL APPLICABLE CODES TO INCLUDE BUT NOT LIMITED TO CAULK / SEALANT, SEALS, ETC. 6. SET ALL WINDOW FRAMES IN FULL BED OF SEALANT. 7. ALL WINDOWS TO MEET WATER TIGHT CONDITIONS. 8. SEE SPECIFICATION FOR ADDITIONAL INFORMATION. 9. COORDINATE ALL WINDOW COMPONENTS WITH ACCESS CONTROL AND FIRE ALARM SYSTEM AS REQUIRED. INSULATED METAL WALL PANEL RATED FOR MIN. R-7.5 CONTINUOUS INSULATION STRUCTURAL METAL FRAMING - 6" BOX BEAM HEADER GYPSUM BOARD - 5/8" SEALANTCONTINUOUS SEALANT PREFINISHED METAL FLASHING AND RECEIVER (2 PIECES) COLOR TO MATCH METAL PANEL METAL CAP TRIM AND CONTINUOUS METAL CLEAT, FASTENED AT 8" O.C. COLOR TO MATCH METAL PANEL BACKER ROD AND SEALANT SHIM AS REQUIRED LOW PROFILE FASTENER SET IN SEALANT FASTENER CLIP AND CONNECTOR BOLTS MECHANICAL LOUVER 1 1 / 2 " BATT INSULATION, MIN. R-13 SCALE: = 1'-0" REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: SHEET NUMBER 3" 10 SHEET TITLE PROJECT NUMBER 1003-0070-005 NOT RELEASED FOR CONSTRUCTION PROFESSIONAL SEAL AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B WILMINGTON INTERNATIONAL AIRPORT RS&H Architects-Engineers-Planners, Inc. 1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos. 50073* *F-0493 *C-28 © 2024 RS&H, INC. 8/ 8 / 2 0 2 4 6 : 3 6 : 2 4 P M A u t o d e s k D o c s : / / 1 0 0 3 0 0 7 0 0 0 4 _ I L M TO 4 R d w y I n f I m p r o v D e s i g n / 1 0 0 3 0 0 7 0 0 0 4 _ I L M _ T O 4 E x i t P l a z a _ A _ R 2 4 . r v t KFS SRG 08/09/2024 JE 100% DESIGN ADMIN BUILDING WINDOW DETAILS A-603 SCALE: 3" = 1'-0"B1 WINDOW HEAD DETAIL SCALE: 3" = 1'-0"A1 WINDOW SILL DETAIL SCALE: 3" = 1'-0"A2 WINDOW JAMB DETAIL SCALE: 3" = 1'-0"B2 OPENING - LOUVER DETAIL NO. DESCRIPTION DATE 08-09-2024 FINISH PLAN LEGEND & SHEET NOTES GENERAL SHEET NOTES 1. REFER TO TOILET ACCESSORIES SCHEDULE FOR TOILET PARTITION FINISH. 2. LOCATIONS LISTED ON FINISH LEGEND ARE APPROXIMATE LOCATIONS AND ARE NOT LIMITED TO THOSE AREAS LISTED. REFER TO ALL DRAWINGS FOR ADDITIONAL INFORMATION. REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: SHEET NUMBER SHEET TITLE PROJECT NUMBER 1003-0070-005 NOT RELEASED FOR CONSTRUCTION PROFESSIONAL SEAL AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B WILMINGTON INTERNATIONAL AIRPORT RS&H Architects-Engineers-Planners, Inc. 1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos. 50073* *F-0493 *C-28 © 2024 RS&H, INC. 8/ 8 / 2 0 2 4 6 : 3 6 : 2 4 P M A u t o d e s k D o c s : / / 1 0 0 3 0 0 7 0 0 0 4 _ I L M TO 4 R d w y I n f I m p r o v D e s i g n / 1 0 0 3 0 0 7 0 0 0 4 _ I L M _ T O 4 E x i t P l a z a _ A _ R 2 4 . r v t KFS SRG 08/09/2024 JCE 100% DESIGN ADMIN BUILDING ROOM FINISH SCHEDULE, LEGEND AND NOTES A-605 ROOM SCHEDULE ROOM NO.ROOM NAME FLOOR FINISH BASE FINISH WALL FINISH (NORTH) WALL FINISH (EAST) WALL FINISH (SOUTH) WALL FINISH (WEST) CEILING FINISH REMARKS 100 RECEPTION WM1 B1 P1 P3 - P1 ACT1 101 BREAKROOM LVP1 B1 - P3 P1 P1 ACT1 102 RESTROOM PT1 T3 T3 T3 T3 T3 ACT1 103 IDF SC1 B1 P1 P1 P1 P1 EXP 104 OFFICE 1 CPT1 B1 P1 P3 P1 P1 ACT1 105 OFFICE 2 CPT1 B1 P1 P3 P1 P1 ACT1 106 JANITOR SC1 B1 P1 P1 P1 P1 EXP 107 STORAGE SC1 B1 P1 P1 P1 P1 EXP FINISH LEGEND Material Type MATERIAL DESCRIPTION MANUFACTURER SPECIFICATION REMARKS INTERIOR CASEWORK CASEWORK PL1 PLASTIC LAMINATE - VERTICAL (BREAK ROOM, RESTROOMS) WILSONART HANDSPUN PEARL 5033-38, FINISH: FINE VELVET, ORIENTATION: VERTICAL CONTACT: CATHY GRIMM, 813.682.9624, CATHY.GRIMM@GRIMMC@WILSONART.COM CASEWORK SS1 QUARTZ - COUNTERTOPS/BACKSPLASH (BREAK ROOM, RESTROOMS) CAMBRIA STYLE: FIELDSTONE, THICKNESS: 3CM CONTACT: TONYA BARKER, 407.490.2099, TANYA.BARKER@CAMBRIAUSA.COM CEILINGS CEILINGS ACT1 ACOUSTICAL CEILING TILE - GENERAL, RESTROOMS ARMSTRONG ULTIMA TEGULAR, SIZE: 2' X 2' TILE, WHITE GRID, PRELUDE XL 15/16" EXPOSED TEE CONTACT: BILL MENDEK, 904.652.6921, WJMENDEK@ARMSTRONGCEILINGS.COM CEILINGS GWB/P5 GYPSUM WALL BOARD - PAINTED SHERWIN WILLIAMS COLOR: PURE WHITE SW 7005, EG-SHEL CONTACT: JOY BABUR, 407.694.7994, JOY.L.BABUR@SHERWIN.COM ETR ETR ETR EXISTING TO REMAIN - - FLOORING FLOORING CPT1 COMPOSITE TEXTILE - OFFICES J+J KINETEX, COLLECTION: URBAN AVENUE, COLOR: ZONE 1560, SIZE: 24" X 24" X .205" THICK, SOLUTION DYED, INSTALL METHOD: ASHLAR, ADHESIVE: KINETEX ADHESIVE, SPECIAL TREATMENTS: KINETEX PROTEX CONTACT: JULIE HARGROVE, 706.529.9658 X 57914, JULIE.HARGROVE@JJFLOORING.COM FLOORING LVP1 LUXURY VINYL TILE PLANK (RECEPTION, BREAKROOM) MILLIKEN STYLE: DRIFTWOOD HIG235, SIZE: 7" x 48”, THICKNESS: 20MM, INSTALLATION METHOD: GLUE DOWN, 1/3 OVERLAP STAGGERED; FINISH: PROGUARD MAX COATING CONTACT: LISA KARAGINIS, 407.797.9710, LISA.KARAGINIS@MILLIKEN.COM FLOORING PT1 PORCELAIN TILE - RESTROOMS STONESOURCE COLLECTION: TYCOON, COLOR: STORM GREY, SIZE: 12" x 24", THICKNESS: 8MM, INSTALLATION METHOD: 1/3 OVERLAP STAGGERED; FINISH: MATTE, SEE GROUT G-1 CONTACT: KIMBERLY BEYERLEIN, KBEYERLEIN@STONESOURCE.COM, 813.714.7603 FLOORING SC1 SEALED CONCRETE (IDF, JANITOR, STORAGE) PACHYDERM/KEY RESIN SEALER: KEY 804 CONTACT: BRIAN WOLFE, 813.464.1610, BWOLFE@PMCTAMPA.COM FLOORING WM1 WALK OFF MAT (ENTRANCES)MILLIKEN OBEX TILE: CUTX/GRAIN, COLOR: DARK GREY GRX154-119, SIZE: 50CM X 50CM X .186" FINISHED PILE HEIGHT; REFER TO MANUFACTURER'S INSTRUCTIONS FOR MAINTENANCE AND INSTALLATION, INSTALLATION METHOD: MONLITHIC CONTACT: LISA KARAGINIS, 407.797.9710, LISA.KARAGINIS@MILLIKEN.COM GROUT GROUT G-1 GROUT 1/8" JOINTS MAPEI KERAPOXY, COLOR: 01 ALABASTER, 1/8" JOINTS CONTACT: ROBIN CALPEY, 850.210.2643, RCALPEY@TRINITYSURFACES.COM TRANSITIONS TRANSITIONS TR1 TRANSITION - LVP1 TO SEALED CONCRETE SCHLUTER RENO-RAMP 3-1/2" WIDE REDUCER 3/4" ALUMINUM SATIN, PRODUCT CODE: AERP200B90, HEIGHT: 20MM CONTACT: MATT LONG, 407.795.0794, MLONG@SCHLUTER.COM TRANSITIONS TR2 TRANSITION - LVP1 TO TILE/CARPET/WALK OFF MAT SCHLUTER RENO-V 1-9/16" ADJ REDUCER 3/4" ALUMINUM SATIN, PRODUCT CODE: AEVT200B40, MATERIAL: ALUMINU, FINISH: SATIN ANODIZED, HEIGHT: 20MM (3/4"), WIDTH: 1-91/6" CONTACT: MATT LONG, 407.795.0794, MLONG@SCHLUTER.COM TRANSITIONS TR3 TRANSITION - CERAMIC TILE TO PORCELAIN TILE SCHLUTER DILEX-AHKA COVE BASE 3/8" ALUMINUM BRUSHED NICKEL, PRODUCT CODE: AHKA100ATGB, MATERIAL: BRUSHED NICKEL ANODIZED, LOCATION: RESTROOM WALL BASE CONTACT: MATT LONG, 407.795.0794, MLONG@SCHLUTER.COM TRANSITIONS TR4 TRANSITION - WALK OFF MAT TO SEALED CONCRETE SCHLUTER VINPRO-U REDUCER 3/16" ALUMINUM BRUSHED NICKEL, PRODUCT CODE: VPU50ATGB, MATERIAL: ALUMINUM, FINISH: BRUSHED NICKEL, HEIGHT: 5 MM CONTACT: MATT LONG, 407.795.0794, MLONG@SCHLUTER.COM TRANSITIONS TR5 TRANSITION - WALK OFF MAT TO PORCELAIN TILE SCHLUTER RENO-V 3/4" ADJ REDUCER 3/8" ALUMINUM SATIN, PRODUCT CODE: AEVT100B20, MATERIAL: ALUMINUM, FINISH: SATIN ANODIZED, HEIGHT: 10 MM, WIDTH: 3/4" CONTACT: MATT LONG, 407.795.0794, MLONG@SCHLUTER.COM WALL WALL CG1 CORNER GUARD - GENERAL OUTSIDE WALLS INPRO STAINLESS STEEL, WIDTH: 1' 1/2 LEGS X HEIGHT: 8'-0", GAUGE: 16, FLAT-HEAD COUNTERSUNK SCREWS THROUGH FACTORY DRILLED MOUNTING HOLES AND ADHESIVE CONTACT: LAUREN DUNN, LDUNN@IPROCORP.COM, 727.217.5119 WALL FRP1 FIBERGLASS REINFORCED PANEL - JANITOR CRANE COMPOSITES SERIES: DESIGNS,AVAILABLE SIZES: 4'X8' THICKNESS: 0.075" FIRE RATINGS: CLASS A, COLOR: COLFAX (CITY WORKS) | 95CW INSTALL WITH ALL REQUIRED TRANSITIONS/TRIMS. WALL P1 PAINT - GENERAL PPG COLOR: CAPRI CREAM, PRODUCT CODE: PPG1212-1, FINISH: EG-SHEL CONTACT: DANIEL DEMAIO, 561.846.1537, DEMAIO@PPG.COM WALL P2 PAINT - DOORS/FRAMES PPG COLOR: CAPRI CREAM, PRODUCT CODE: PPG1212-1, FINISH: EG-SHEL CONTACT: DANIEL DEMAIO, 561.846.1537, DEMAIO@PPG.COM WALL P3 PAINT - ACCENT SHERWIN WILLIAMS PROMAR 200 HP LG, B41-1900 SERIES, COLOR: UNDERCOOL SW6957, EG-SHEL CONTACT: JOY BABUR, 407.694.7994, JOY.L.BABUR@SHERWIN.COM WALL T3 TILE - CERAMIC - RESTROOMS CROSSVILLE STUDIOS COLLECTION: NOMAD, COLOR: NIRVANA, SIZE: 3.5" X 12" X .31" D, INSTALLATION METHOD: STACKED HORIZONTAL, CODE: NGR32NIRVG CONTACT: CATHLEEN CLARKE, 904.294.3424, CCLARKE@CROSSVILLESTUDIOS.COM WALL WP1 WALL PROTECTION SYSTEM (STORAGE ROOM) INPRO WALL PANEL WAINSCOT: HEIGHT:5'-0", CORRUGATED METAL FINISH CONTACT: LAUREN DUNN, LDUNN@IPROCORP.COM, 727.217.5119 WALL BASE WALL BASE B1 RUBBER (FOR CARPET AND RESILIENT FLOORING) FLEXCO FLEXCO BASE SCULPTURES, 6" HIGH, 3/8" GAUGE, PROFILE: RESOLUTE, USE RUBBER CORNER BLOCKS FOR INSIDE AND OUTSIDE CORNERS, COLOR: TRUE WHITE 046 CONTACT: NADINE PHILLIPS, 386.668.0121, NADINE@CFDFLOORING.COM NO. DESCRIPTION DATE 08-09-2024 DOOR AND FRAME GENERAL NOTES 1. PROVIDE CAULK / SEALANT ON BOTH SIDES OF FRAMES, TYPICAL 2. PROVIDE TEMPERED GLAZING AT ALL STOREFRONT DOORS, AT NEW GLAZING WITHIN 24" HORIZONTALLY FROM A DOOR, WHERE NEW GLAZING LITE IS WITHIN 18" A.F.F. 3. FIELD VERIFY ALL CONDITIONS PRIOR TO ORDERING DOORS, HARDWARE, OR ACCESS CONTROLS, TYPICAL. 4. COORDINATE THRESHOLDS WITH NEW / EXISTING FLOOR FINISHES 5. NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN DOOR SCHEDULE AND PLAN AND/OR EXISTING CONDITIONS. 6. ENTIRE DOOR ASSEMBLIES TO MAINTAIN RATINGS AS SCHEDULED AND SHOWN ON THE LIFE SAFETY SHEETS. PROVIDE HARDWARE FOR RATED ASSEMBLIES TO MEET ALL APPLICABLE CODES TO INCLUDE BUT NOT LIMITED TO CLOSERS, PANIC DEVICES, CAULK / SEALANT, SWEEPS, SMOKE SEALS, ETC. 7. SET ALL THRESHOLDS IN EXTERIOR DOORS IN FULL BED OF SEALANT. 8. ALL EXTERIOR DOORS TO MEET WATER TIGHT CONDITION INCLUDING ALL WATERPROOF THRESHOLDS. BUMPER SEALS REQUIRED AT ALL EXTERIOR DOORS U.N.O. 9. SEE DOOR HARDWARE SPECIFICATION FOR DOOR HARDWARE. 10. COORDINATE ALL DOOR HARDWARE WITH ACCESS CONTROL AND FIRE ALARM SYSTEM AS REQUIRED. DOOR TYPES LEGEND SCHED. WIDTH SC H E D . H E I G H T N-P DOUBLE FLUSH W/ VISION LITE SCHED. WIDTH SC H E D . H E I G H T F SINGLE FLUSH F1 H.M. FRAME SCHED. WIDTH 2" SC H E D . H E I G H T FRAME TYPE LEGEND 3" TUBE STEEL METAL FRAMING BY PRE- ENGINEERED METAL ENCLOSED WALKWAY MANUFACTURER 1/4" LOW-E REFLECTIVE FOIL-FACED POLYETHYLENE INSULATION (R-7.75) WITH AIR GAP AS REQUIRED BY MANUF. TO MEET R-VALUE 1 1/4" DEEP SHEET METAL SIDING BY PRE-ENGINEERED METAL ENCLOSED WALKWAY MANUFACTURER SHEET METAL END CLOSURE CONTINUOUS SEALANT, TYP. INSULATED HOLLOW METAL DOOR, REFER TO DOOR SCHEDULE 1/2" INTERIOR GYPSUM BOARD OR LINER PANEL (BID ALTERNATE) 1/4" LOW-E REFLECTIVE FOIL-FACED POLYETHYLENE INSULATION (R-7.75) CONTINUOUS CAULKING, TYP. INSULATED HOLLOW METAL DOOR JAMB ALUMINUM THRESHOLD BELOW FIXED WINDOW JAMB METAL FLASHING DRIP EDGE BELOW CONTINUOUS SEALANT, TYP. SHEET METAL END CLOSURE 1 1/4" DEEP SHEET METAL SIDING BY PRE-ENGINEERED METAL ENCLOSED WALKWAY MANUFACTURER 1/4" LOW-E REFLECTIVE FOIL-FACED POLYETHYLENE INSULATION (R-7.75) WITH AIR GAP AS REQUIRED BY MANUF. TO MEET R-VALUE CONTINUOUS CAULKING, TYP. GWB CORNER BEAD (BID ALTERNATE) 1/2" INTERIOR GYPSUM BOARD OR LINER PANEL (BID ALTERNATE) 3" TUBE STEEL METAL FRAMING BY PRE-ENGINEERED METAL ENCLOSED WALKWAY MANUFACTURER 1/4" LOW-E REFLECTIVE FOIL-FACED POLYETHYLENE INSULATION (R-7.75) INSULATED HOLLOW METAL DOOR HEAD METAL FLASHING WITH DRIP EDGE SET IN A CONTINUOUS BED OF SEALANT INSULATED HOLLOW METAL DOOR, REFER TO DOOR SCHEDULE DOOR FRAME BEYOND SHEET METAL END CLOSURE 1 1/4" DEEP SHEET METAL SIDING BY PRE-ENGINEERED METAL ENCLOSED WALKWAY MANUFACTURER 1/4" LOW-E REFLECTIVE FOIL-FACED POLYETHYLENE INSULATION (R-7.75) WITH AIR GAP AS REQUIRED BY MANUF. TO MEET R-VALUE 1/2" INTERIOR GYPSUM BOARD OR LINER PANEL (BID ALTERNATE) 1/4" LOW-E REFLECTIVE FOIL-FACED POLYETHYLENE INSULATION (R-7.75) CONTINUOUS CAULKING, TYPICAL 3" TUBE STEEL METAL FRAMING BY PRE- ENGINEERED METAL ENCLOSED WALKWAY MANUFACTURER 1/4 " 1/2" EXPANSION JOINT BETWEEN CONCRETE FOUNDATION AND PAVING SHUTTLE LANE PAVING, REFER TO CIVIL COMPACTED EARTH, REFER TO CIVIL ALUMINUM DOOR THRESHOLD SET IN A BED OF CONTINUOUS SEALANT INSULATED HOLLOW METAL DOOR, REFER TO DOOR SCHEDULE DOOR FRAME BEYOND CONCRETE FOUNDATION AND SLAB, REFER TO STRUCT. AND CIVIL FIXED WINDOW HEAD METAL FLASHING WITH DRIP EDGE SET IN A CONTINUOUS BED OF SEALANT SHEET METAL END CLOSURE CONTINOUS CAULKING, TYP. GWB CORNER BEAD (BID ALTERNATE) 1 1/4" DEEP SHEET METAL SIDING BY PRE-ENGINEERED METAL ENCLOSED WALKWAY MANUFACTURER 1/4" LOW-E REFLECTIVE FOIL-FACED POLYETHYLENE INSULATION (R-7.75) WITH AIR GAP AS REQUIRED BY MANUF. TO MEET R-VALUE 1/2" INTERIOR GYPSUM BOARD OR LINER PANEL (BID ALTERNATE) 1/4" LOW-E REFLECTIVE FOIL-FACED POLYETHYLENE INSULATION (R-7.75) 3" TUBE STEEL METAL FRAMING BY PRE- ENGINEERED METAL ENCLOSED WALKWAY MANUFACTURER METAL FLASHING WITH DRIP EDGE FIXED WINDOW SILL SET IN A CONTINUOUS BED OF SEALANT SHEET METAL END CLOSURE 1/2" INTERIOR GYPSUM BOARD OR LINER PANEL (BID ALTERNATE) 1/4" LOW-E REFLECTIVE FOIL-FACED POLYETHYLENE INSULATION (R-7.75) 3" TUBE STEEL METAL FRAMING BY PRE- ENGINEERED METAL ENCLOSED WALKWAY MANUFACTURER 1/4" LOW-E REFLECTIVE FOIL-FACED POLYETHYLENE INSULATION (R-7.75) WITH AIR GAP AS REQUIRED BY MANUF. TO MEET R-VALUE 1 1/4" DEEP SHEET METAL SIDING BY PRE- ENGINEERED METAL ENCLOSED WALKWAY MANUFACTURER CONTINUOUS CAULKING, TYP. GWB CORNER BEAD (BID ALTERNATE) SCALE: = 1'-0" REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: SHEET NUMBER 3" 10 SHEET TITLE PROJECT NUMBER 1003-0070-005 NOT RELEASED FOR CONSTRUCTION PROFESSIONAL SEAL AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B WILMINGTON INTERNATIONAL AIRPORT RS&H Architects-Engineers-Planners, Inc. 1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos. 50073* *F-0493 *C-28 © 2024 RS&H, INC. 8/ 8 / 2 0 2 4 9 : 3 8 : 4 8 A M A u t o d e s k D o c s : / / 1 0 0 3 0 0 7 0 0 0 4 _ I L M TO 4 R d w y I n f I m p r o v D e s i g n / 1 0 0 3 0 0 7 0 0 0 4 _ I L M _ T O 4 T e m p or a r y C a n o p y _ A _ R 2 4 . r v t CGB SG 08/09/2024 CV 100% DESIGN INTERIM ENCLOSED WALKWAY DOOR SCHEDULE, WINDOW TYPES, NOTES AND DETAILS A-661 DOOR SCHEDULE DOOR NO. DOOR INFORMATION FRAME INFORMATION FIRE RATING HARDWARE SET ACCESS CONTROL COMMENTS DOOR DIMENSIONS TYPE MATERIALS FRAME DETAILS WIDTH HEIGHT THICKNESS MATERIAL FINISH TYPE MATERIAL HEAD JAMB SILL 100 6' - 0" 7' - 0" 1 3/4" N-P MTL PAINT F1 MTL B4/A-661 A2/A-661 A4/A-661 7 - 101 6' - 0" 7' - 0" 1 3/4" N-P MTL PAINT F1 MTL B4/A-661 A2/A-661 A4/A-661 7 - DOORS FOR EMERGENCY EGRESS ONLY. 102 6' - 0" 7' - 0" 1 3/4" N-P MTL PAINT F1 MTL B4/A-661 A2/A-661 A4/A-661 7 - DOORS FOR EMERGENCY EGRESS ONLY. 103 6' - 0" 7' - 0" 1 3/4" N-P MTL PAINT F1 MTL B4/A-661 A2/A-661 A4/A-661 7 - 104 3' - 0" 7' - 0" 1 3/4" F MTL PAINT F1 MTL B4/A-661 A2/A-661 A4/A-661 8 - ACCESS DOOR FOR MECHANICAL/ELECTRICAL EQUIPMENT. LOCKABLE WITH KEY FROM BOTH SIDES. KEYED ALIKE WITH DOOR 105. 105 3' - 0" 7' - 0" 1 3/4" F MTL PAINT F1 MTL B4/A-661 A2/A-661 A4/A-661 8 ACCESS DOOR FOR MECHANICAL/ELECTRICAL EQUIPMENT. LOCKABLE WITH KEY FROM BOTH SIDES. KEYED ALIKE WITH DOOR 104. WINDOW SCHEDULE WINDOW TYPE WIDTH HEIGHT GLAZING TYPE HEAD JAMB SILL COMMENTS W1 2' - 0" 3' - 0" GL1 5/A-661 1/A-661 3/A-661 SCALE: 3" = 1'-0"A2 ENCLOSED WALKWAY DOOR JAMB SCALE: 3" = 1'-0"A1 ENCLOSED WALKWAY WINDOW JAMB SCALE: 3" = 1'-0"B4 ENCLOSED WALKWAY DOOR HEAD SCALE: 3" = 1'-0"A4 ENCLOSED WALKWAY DOOR SILL SCALE: 3" = 1'-0"B3 ENCLOSED WALKWAY WINDOW HEAD SCALE: 3" = 1'-0"A3 ENCLOSED WALKWAY WINDOW SILL NO. DESCRIPTION DATE 08-09-2024 1 21.6 B.1 A.1 A B 106 107 105 103 100B 100A 104 C W B F IDF 103 EXP P1 B1 SC1 C W B F RESTROOM 102 ACT1 T3 T3 PT1 C W B F OFFICE 1 104 ACT1 P4 P1 B1 CPT1 C W B F RECEPTION 100 ACT1 P1 P4 B1 WM1 C W B F OFFICE 2 105 ACT1 P4 P1 B1 CPT1 C W B F JANITOR 106 EXP P1 B1 SC1 C W B F STORAGE 107 EXP P1/WP1 B1 SC1 C W B F BREAKROOM 101 ACT1 P1 P4 B1 LVP1 TR4 TR2 TR2 TR2 TR1 P4 P4 P4 TR2 TR311 ' - 0 " 2' - 0" 2' - 0 " 102 TILE FLOORING DIRECTION LVP FLOORING DIRECTION TILE STARTING POINT LVP STARTING POINT FLOORING TYPES LEGEND FINISH PLAN LEGEND & SHEET NOTES FINISH TAGS 1. ROOM FINISH TAGS: CPT1: CARPET TILE P1: PORCELAIN TILE FLOOR LVP1: LUXURY VINYL PLANK WM1: WALKOFF MAT GENERAL SHEET NOTES 1. REFER TO A605 ROOM SCHEDULE, ID801 FINISH LEGEND, AND GENERAL FINISH NOTES. 2. REFER TO A803 FOR TRANSITION DETAILS. 3. REFER TO INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION. 4. CASEWORK/MILLWORK, FURNITURE AND EQUIPMENT NOT SHOWN FOR CLARITY TO ILLUSTRATE EXTENT OF FINISHES. FOR CEILINGS TAGGED AS EXPOSED (EXP), REFER TO A121 FOR ROOF DECK DIAGRAMS AND ID801 FOR DECK FINISH INFORMATION WALL BASE FINISH CEILING FINISH WALL FINISH ROOM NUMBER 2. MATERIAL FINISH TAGS: CPT1FINISH TYPE C W B F ROOM NAME XX CLG WALL BASE FLRFLOOR FINISH SC1: SEALED CONCRETE GENERAL INTERIOR FINISH NOTES 1. FOR BIDDING AND PRICING PURPOSES, NO SUBSTITUTIONS WILL BE ACCEPTED. SUBMIT SAMPLES OF FINISHES TO ARCHITECT FOR APPROVAL. 2. FOR BIDDING AND PRICING PURPOSES, CONTACT ARCHITECT TO OBTAIN MANUFACTURER CONTACT INFORMATION PER EACH FINISH. 3. ALL TILE, EXCEPT MESH MOUNTS ARE TO BE INSTALLED WITH 1/8” GROUT JOINTS OR SMALLER. ALL FLOOR TILE AND WALL TILE JOINTS ARE TO ALIGN IN ONE OR BOTH DIRECTIONS. 4. ALL WALLS ARE TO BE PAINTED WITH P1, UNLESS NOTED OTHERWISE. 5. ALL DOORS AND DOOR FRAMES SHALL BE COORDINATED WITH THE FINISH LEGEND AND THE DOOR HARDWARE SCHEDULE. 6. ASSESS EXISTING WALL FINISH. PLAN FOR REMOVAL OF EXISTING WALL FINISHES WHERE PAINT IS SCHEDULED OR SHOWN ON PLAN OR CALLED OUT AS A GENERAL FINISH. ALL WALLS TO BE RESTORED TO A LEVEL 4 FINISH UPON REMOVAL OF EXISTING FINISHES. 7. USE LOW VOC’S FOR ALL PAINTS, PRIMERS, AND ADHESIVES. 8. LEAD TIMES FOR ALL MANUFACTURERS SHOULD BE CHECKED AT RECEIPT OF CONSTRUCTION DOCUMENTS TO ENSURE PRODUCTS ARE ORDERED IN THE APPROPRIATE TIME FRAME FOR SHIPPING AND RECEIVING PRIOR TO SCHEDULED INSTALLATION DATE. 9. PROVIDE REQUIRED BLOCKING AT WALL HUNG CABINETRY, TV MONITORS, AND DRY ERASE BOARDS. 10. ALL HOLLOW METAL FRAMES IN SCOPE TO BE PAINTED TO MATCH ADJACENT WALL COLOR IN A SEMI-GLOSS FINISH UNLESS NOTED OTHERWISE. 11. PROVIDE LEVEL 5 DRYWALL FINISH AT ALL PARTITIONS/ WALLS TO RECEIVE SCHEDULED COVERING. 12. ALL FINISH MATERIALS TO BE INSTALLED AS PER MANUFACTURERS RECOMMENDATIONS. REFER TO MANUFACTURER FOR INSTALLATION INSTRUCTIONS. GC TO PROVIDE 6"X6" SAMPLE, U.O.N. IN SPECIFICATIONS FOR MATERIALS LISTED IN FINISH LEGEND. GENERAL FLOORING 1. ALL FLOOR FINISH CHANGES TO OCCUR AT CENTERLINE OF DOOR FRAMES, UNLESS NOTED OTHERWISE. REFER TO FINISH PLAN FOR ALL TRANSITION CHANGES. 2. RUBBER BASE SHALL BE USED UNLESS NOTED OTHERWISE. 3. REFER TO FINISH PLANS FOR ANY FLOOR PATTERNS AND FLOOR TRANSITION DETAILS ON FINISH SHEETS. 4. REFER TO FINISH PLANS AND INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION ON THE LIMITS OF FINISHES. 5. REFER TO FINISH PLAN FOR CARPET TILE AND PATTERN LOCATIONS AND DIRECTION. 6. MITER TILE TO CORNERS OF SQUARE DRAIN - SEE DIAGRAM FOR REFERENCE, SUBMIT SEAMING DIAGRAM FOR APPROVAL. 7. PROVIDE INSTALLATION DIRECTION FOR EACH PRODUCT AND INCLUDE SEAMING DIAGRAM. 8. CONTRACTOR TO EXTEND FINISH FLOORING UNDER ALL LAVATORIES, PLUMBING FIXTURES, MILLWORK, ETC. TO PROVIDE CONTINUOUS FLOOR FINISH U.O.N. MILLWORK 1. REFER TO MILLWORK SECTIONS FOR EDGE PROFILE. 2. CONFIRM WOOD GRAIN, VENEER, SOLID SURFACE, AND PLASTIC LAMINATE DIRECTION ON SHOP DRAWINGS. 3. SCRIBE ALL COUNTERS TO WALL, CAULK TO MATCH WALL COLOR. SUBMIT CAULK COLOR TO ARCHITECT/PROJECT DESIGNER PRIOR TO INSTALLATION IN ORDER TO CONFIRM WALL COLOR. 4. ALL CABINET PULLS TO BE HAFELE BAR HANDLE, STEEL COSMOPOLITAN COLLECTION, BRUSHED NICKEL, 4" CTC, 8-32 THREAD 5. ALL PLASTIC LAMINATE CABINET DOOR AND DRAWER EDGES TO BE COLOR MATCHED PLASTIC LAMINATE. FINISHES TO BE SELECTED FROM SHOP DRAWING SUBMITTALS FOR APPROVAL. 6. PLASTIC LAMINATE ON ALL OPEN CUBBIES OF INTERIOR OF ENCLOSED CABINETS TO BE PLASTIC LAMINATE TO MATCH ADJACENT FINISH ON VERTICAL SURFACES. UNLESS NOTED OTHERWISE. PROVIDE PVC EDGE BAND TO MATCH PLASTIC LAMINATE COLOR. SUBMIT SAMPLE FOR APPROVAL. CEILINGS 1. ALL GWB SOFFITS/CEILINGS SHALL BE PAINTED WITH THE DESIGNATED PAINT FOR CEILINGS. 2. REFER TO REFLECTED CEILING PLAN FOR GYPSUM BOARD DROPS AND SOFFITS. ELECTRICAL 1. COORDINATE SPECIALTY ITEMS WITH ELECTRICAL ENGINEERING SHEETS INCLUDING, BUT NOT LIMITED TO THE FOLLOWING: ACRYLIC BACKLIT PANELS, COLUMNS INCLUDING LIGHTING, MILLWORK. SCALE: = 1'-0" REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: SHEET NUMBER 3/8" 0 2 4 62 SHEET TITLE PROJECT NUMBER 1003-0070-005 NOT RELEASED FOR CONSTRUCTION PROFESSIONAL SEAL AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B WILMINGTON INTERNATIONAL AIRPORT RS&H Architects-Engineers-Planners, Inc. 1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos. 50073* *F-0493 *C-28 © 2024 RS&H, INC. 8/ 8 / 2 0 2 4 6 : 3 6 : 2 5 P M A u t o d e s k D o c s : / / 1 0 0 3 0 0 7 0 0 0 4 _ I L M TO 4 R d w y I n f I m p r o v D e s i g n / 1 0 0 3 0 0 7 0 0 0 4 _ I L M _ T O 4 E x i t P l a z a _ A _ R 2 4 . r v t KFS SRG 08/09/2024 JCE 100% DESIGN ADMIN BUILDING INTERIOR FINISH PLAN A-801 N PN SCALE: 3/8" = 1'-0"A1 ADMIN BUILDING FINISH PLAN NO. DESCRIPTION DATE 08-09-2024 1 21.6 B.1 A.1 A B 106 107 105 103 100B 100A 104 IDF 103 RESTROOM 102 OFFICE 1 104 RECEPTION 100 OFFICE 2 105 JANITOR 106STORAGE 107 BREAKROOM 101 A 102 B 103 B 104 B 105 B 106 102 ROOM NAME RM# TYPE A TYPE B 9" 2" 1/2 " 1 1 / 2 " RM# 9" 6" 2" ALUMINUM FRAME 1/2 " 1 5 / 8 " 1" 3" 1/2"4" 1" 3" 1/2"4" 5/8" HIGH RAISED TACTILE CHARACTERS AND ADA COMPLIANT BRAILLE 5/8" HIGH RAISED TACTILE CHARACTERS AND ADA COMPLIANT BRAILLE SOLID ACRYLIC PANEL ALUMINUM FRAME SOLID ACRYLIC PANEL SCALE: = 1'-0" SCALE: = 1'-0" REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: SHEET NUMBER 3/8" 0 2 4 62 3" 10 SHEET TITLE PROJECT NUMBER 1003-0070-005 NOT RELEASED FOR CONSTRUCTION PROFESSIONAL SEAL AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B WILMINGTON INTERNATIONAL AIRPORT RS&H Architects-Engineers-Planners, Inc. 1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos. 50073* *F-0493 *C-28 © 2024 RS&H, INC. 8/ 8 / 2 0 2 4 6 : 3 6 : 2 6 P M A u t o d e s k D o c s : / / 1 0 0 3 0 0 7 0 0 0 4 _ I L M TO 4 R d w y I n f I m p r o v D e s i g n / 1 0 0 3 0 0 7 0 0 0 4 _ I L M _ T O 4 E x i t P l a z a _ A _ R 2 4 . r v t KFS SRG 08/09/2024 JCE 100% DESIGN ADMIN BUILDING INTERIOR SIGNAGE PLAN A-802 SCALE: 3/8" = 1'-0"A1 ADMIN BUILDING INTERIOR SIGNAGE PLAN SIGNAGE SCHEDULE ROOM NUMBER ROOM NAME SIGN TYPE SIGNAGE HEIGHT (INCHES) SIGNAGE WIDTH (INCHES)MESSAGE LINE 1 MESSAGE LINE 2 SCRIPT COLOR BACKGROUND COLOR COMMENTS 102 RESTROOM A 6" 9" ROOM NUMBER PICTOGRAM WHITE PAINT BLUE PAINT VERIFY NAME PLATE VERBAIGE WITH OWNER 103 IDF B 6" 9" ROOM NUMBER ROOM NAME WHITE PAINT BLUE PAINT VERIFY NAME PLATE VERBAIGE WITH OWNER 104 OFFICE B 6" 9" ROOM NUMBER ROOM NAME WHITE PAINT BLUE PAINT VERIFY NAME PLATE VERBAIGE WITH OWNER 105 OFFICE B 6" 9" ROOM NUMBER ROOM NAME WHITE PAINT BLUE PAINT VERIFY NAME PLATE VERBAIGE WITH OWNER 106 JANITOR B 6" 9" ROOM NUMBER ROOM NAME WHITE PAINT BLUE PAINT VERIFY NAME PLATE VERBAIGE WITH OWNER SCALE: 3" = 1'-0"C3 INTERIOR SIGNAGE ELEVATIONS NO. DESCRIPTION DATE 08-09-2024 TYP. 1 7/8" TY P . 1 7 / 8 " PARTITION AS SCHEDULED 3-5/8" METAL STUD CORNER GUARDS ALIGN CONCRETE SLAB - SEE STRUCTURAL FLOOR FINISH AS SCHEDULED EDGE OF SCHEDULED TILE SCHEDULED WALL TILE TILE ADHESIVE PARTITION AS SCHEDULED CPT OR WALK OFF MAT LVP1 CONCRETE SLAB CENTER TRANSITIONS UNDER CLOSED DOOR LEAF WHERE APPLICABLE; TYP. CL SCHLUTER RENO V - CONT. ALUMINUM TRANSITION PROFILE, TYP. ADHESIVE, TYP. CL SCHLUTER RAMP/K - CONT. ALUMINUM TRANSITION PROFILE, TYP.LVP CONCRETE SLAB CENTER TRANSITIONS UNDER CLOSED DOOR LEAF WHERE APPLICABLE; TYP. LVP, TYP. SCHLUTER RENO V - CONT. ALUMINUM TRANSITION PROFILE, TYP. TILE, TYP. CONCRETE SLAB CL ADHESIVE THINSET, TYP. CENTER TRANSITIONS UNDER CLOSED DOOR LEAF WHERE APPLICABLE; TYP. CONCRETE OR SEALED CONCRETE, TYP. SCHLUTER VINPRO – U - CONT. ALUMINUM TRANSITION PROFILE, TYP. WALK OFF MAT, TYP. CONCRETE SLAB CENTER TRANSITIONS UNDER CLOSED DOOR LEAF WHERE APPLICABLE, TYP. CL TILE, TYP.WALK OFF MAT, TYP. CONCRETE SLAB CENTER TRANSITIONS UNDER CLOSED DOOR LEAF WHERE APPLICABLE, TYP. CL ADHESIVE, TYP. THINSET, TYP. SCHLUTER RENO V - CONT. ALUMINUM TRANSITION PROFILE, TYP. SCALE: = 1'-0" REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: SHEET NUMBER 3" 10 SHEET TITLE PROJECT NUMBER 1003-0070-005 NOT RELEASED FOR CONSTRUCTION PROFESSIONAL SEAL AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B WILMINGTON INTERNATIONAL AIRPORT RS&H Architects-Engineers-Planners, Inc. 1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos. 50073* *F-0493 *C-28 © 2024 RS&H, INC. 8/ 8 / 2 0 2 4 6 : 3 6 : 2 6 P M A u t o d e s k D o c s : / / 1 0 0 3 0 0 7 0 0 0 4 _ I L M TO 4 R d w y I n f I m p r o v D e s i g n / 1 0 0 3 0 0 7 0 0 0 4 _ I L M _ T O 4 E x i t P l a z a _ A _ R 2 4 . r v t KFS SRG 08/09/2024 JCE 100% DESIGN FLOOR FINISH TRANSITION DETAILS A-803 SCALE: 12" = 1'-0"A2 TR2 - TRANSITION SECTION - LVP TO TILE SCALE: 12" = 1'-0"A3 TR2 - LVP TO CARPET/ WALK OFF MAT SCALE: 12" = 1'-0"A1 TR1 - TRANSITION SECTION - LVP TO CONCRETE SCALE: 3" = 1'-0"C1 CORNER GUARD - PLAN DETAIL SCALE: 12" = 1'-0"B1 TR3 - WALL COVE SCALE: 12" = 1'-0"B2 TR4 - TRANSITION SECTION - WOM TO SEALED CONCRETE SCALE: 12" = 1'-0"B3 TR5 - TRANSITION SECTION - WOM TO PORCELAIN TILE NO. DESCRIPTION DATE 08-09-2024 TO AIRPORT TERMINAL1' - 0 " 5' - 0" 3" C A P TO AIRPORT TERMINAL1' - 0 " 5' - 0" 3" C A P TO AIRPORT TERMINAL1' - 0 " 5' - 0" 3" C A P TO GROUND TRANSPORTATION1' - 0 " 6' - 0" 3" C A P EXISTING AIRPORT TERMINAL A1 1 A3 1A2 1 B1 1 A1 2 B2 1 B3 1 GENERAL SIGNAGE NOTES 1. PLANS, DETAILS, AND NOTES SHOWN ARE GIVEN FOR BASIS OF DESIGN ONLY. 2. GENERAL CONTRACTOR SHALL HAVE PREPARED DRAWINGS AND SPECIFICATIONS FOR COMPLETE SIGNAGE PACKAGE. DRAWINGS AND SPECIFICATIONS TO BE PREPARED BY A COMPETENT SIGNAGE CONSULTANT OR VENDOR. 3. CONTRACTOR'S VENDOR TO EVALUATE CRITERIA, DESIGN, PROVIDE SPECIFICATIONS, AND ASSIST WITH CONSTRUCTION MONITORING FOR ALL SIGNAGE COMPONENTS. SIGNAGE VENDOR TO BE APPROVED BY OWNER AND ARCHITECT BEFORE COMMENCING WORK. 4. SIGNAGE SHOP DRAWINGS AND SPECIFICATIONS TO BE APPROVED BY OWNER AND ARCHITECT BEFORE FABRICATION AND INSTALLATION OF WORK. 5. CONTRACTOR AND VENDOR TO COORDINATE WITH ARCHITECT AND ENGINEERS FOR FINAL LOCATION, DIMENSIONS, AND ALL STRUCTURAL AND MOUNTING REQUIREMENTS. 6. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS, TIE-INS, AND SITE CONDITIONS. THE CONTRACTOR IS RESPONSIBLE FOR DIMENSIONAL ACCURACY. 7. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND EQUIPMENT REQUIRED TO MOUNT AND INSTALL SIGNAGE. 8. CONTRACTOR AND VENDOR SHALL COORDINATE AND PROVIDE INSTALLATION FOR ALL MOUNTING CONDITIONS AND STRUCTURAL REINFORCEMENT REQUIREMENTS. 9. SIGNAGE SCOPE SHOW IS NOT INCLUSIVE OF EGRESS AND EMERGENCY SIGNAGE, ILLUMINATED SIGNAGE, ADDITIONAL AHJ-REQUIRED SIGNAGE OR POSTINGS. TO GROUND TRANSPORTATION1' - 0 " 6' - 0" 3" C A P TO GROUND TRANSPORTATION1' - 0 " 6' - 0" 3" C A P SCALE: = 1'-0" SCALE: = 1'-0" REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: SHEET NUMBER 0 32 6432 1/32" 1 1/2" 01 1 SHEET TITLE PROJECT NUMBER 1003-0070-005 NOT RELEASED FOR CONSTRUCTION PROFESSIONAL SEAL AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B WILMINGTON INTERNATIONAL AIRPORT RS&H Architects-Engineers-Planners, Inc. 1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos. 50073* *F-0493 *C-28 © 2024 RS&H, INC. 8/ 8 / 2 0 2 4 9 : 3 8 : 4 9 A M A u t o d e s k D o c s : / / 1 0 0 3 0 0 7 0 0 0 4 _ I L M TO 4 R d w y I n f I m p r o v D e s i g n / 1 0 0 3 0 0 7 0 0 0 4 _ I L M _ T O 4 T e m p or a r y C a n o p y _ A _ R 2 4 . r v t CGB SG 08/09/2024 CV 100% DESIGN INTERIM ENCLOSED WALKWAY SIGNAGE PLAN, SCHEDULE, AND ELEVATIONS A-861 SCALE: 1 1/2" = 1'-0"B3 A1 - SIGNAGE ELEVATION - SURFACE MOUNTED / CEILING HUNG SCALE: 1 1/2" = 1'-0"A4 A2 - SIGNAGE ELEVATION - CEILING HUNG SCALE: 1 1/2" = 1'-0"A3 A3 - SIGNAGE ELEVATION - CEILING HUNG SCALE: 1 1/2" = 1'-0"C4 B1 - SIGNAGE ELEVATION - SURFACE MOUNTED N PN SCALE: 1/32" = 1'-0"A1 OVERALL SIGNAGE PLAN WAYFINDING SIGNAGE SCHEDULE SIGN TYPE MARK FUNCTION SIGNAGE HEIGHT (INCHES) SIGNAGE WIDTH (INCHES) MESSAGE LINE 1 SCRIPT COLOR BACKGROUND COLOR COMMENTS A1 1 DIRECTIONAL 12" 60" TO AIRPORT TERMINAL Aluminum - White ILM BLUE SURFACE-MOUNTED A1 2 DIRECTIONAL 12" 60" TO AIRPORT TERMINAL Aluminum - White ILM BLUE CEILING-HUNG A2 1 DIRECTIONAL 12" 60" TO AIRPORT TERMINAL Aluminum - White ILM BLUE CEILING-HUNG A3 1 DIRECTIONAL 12" 60" TO AIRPORT TERMINAL Aluminum - White ILM BLUE CEILING-HUNG B1 1 DIRECTIONAL 12" 72" TO GROUND TRANSPORTATION Aluminum - White ILM BLUE SURFACE-MOUNTED B2 1 DIRECTIONAL 12" 72" TO GROUND TRANSPORTATION Aluminum - White ILM BLUE CEILING-HUNG B3 1 DIRECTIONAL 12" 72" TO GROUND TRANSPORTATION Aluminum - White ILM BLUE CEILING-HUNG SCALE: 1 1/2" = 1'-0"C3 B2 - SIGNAGE ELEVATION - CEILING HUNG SCALE: 1 1/2" = 1'-0"B4 B3 - SIGNAGE ELEVATION - CEILING HUNG NO. DESCRIPTION DATE 08-09-2024 1 2 1.6 B.1 A.1 A B IDF 103 RESTROOM 102 OFFICE 1 104 RECEPTION 100 OFFICE 2 105 JANITOR 106STORAGE 107 BREAKROOM 101 CH-2 CH-3 T-1 CH-2 CH-1 D-1 L-1 T-1 CH-3 D-1 CH-1 CH-2 CH-2 CH-2 S-1 S-2 D-2 ST-1 ST-1 ST-1 CH-3 CH-3 SCALE: = 1'-0" REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: SHEET NUMBER 3/8" 0 2 4 62 SHEET TITLE PROJECT NUMBER 1003-0070-005 NOT RELEASED FOR CONSTRUCTION PROFESSIONAL SEAL AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B WILMINGTON INTERNATIONAL AIRPORT RS&H Architects-Engineers-Planners, Inc. 1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos. 50073* *F-0493 *C-28 © 2024 RS&H, INC. 8/ 8 / 2 0 2 4 6 : 3 6 : 2 6 P M A u t o d e s k D o c s : / / 1 0 0 3 0 0 7 0 0 0 4 _ I L M TO 4 R d w y I n f I m p r o v D e s i g n / 1 0 0 3 0 0 7 0 0 0 4 _ I L M _ T O 4 E x i t P l a z a _ A _ R 2 4 . r v t NSC SRG 08/09/2024 MWP 100% DESIGN ADMIN BUILDING INTERIOR FURNITURE PLAN I-101 SCALE: 3/8" = 1'-0"A1 ADMIN BUILDING FURNITURE PLAN FURNITURE SCHEDULE MARK IMAGE FURNITURE TYPE MANUFACTURER POWER POWER MODULE DESCRIPTION LOCATION (AREA) CH-1 CHAIR GLOBAL FURNITURE GROUP NO TASK CHAIR, STYLE: PREFER, MESH BACK AND SEAT, COLOR: POOL BLUE, HEIGHT ADJUSTABLE STOOL, ALABASTER FRAME AND BASE OFFICE, RECEPTION CH-2 CHAIR GLOBAL FURNITURE GROUP NO GUEST CHAIR, STYLE: MODA, FOUR LEGGED ARMCHAIR, POLYPROPYLENE BACK AND SEAT: COLOR: CLOUD, FRAME: ALUMINUM / WOOD (EBONY), ARMCAP FINISH: EBONY WOODGRAIN, RUBBER GLIDES, (6960) OFFICE, RECEPTION CH-3 CHAIR SEATING NO CAFE CHAIR, STYLE: STREAM, FOUR LEGGED ARMCHAIR, POLYPROPYLENE SEAT & BACK, COLOR: BUZZ BLUE, FRAME WITH STEEL CUSHIONED GLIDE, FRAME FINISH: FOG TFO BREAKROOM D-1 DESK KIMBALL YES UPWARD ADJUSTABLE HEIGHT DESK, 60"W X 30"D, COLOR: DESIGNER WHITE, BASE: SILVER RECEPTION D-2 DESK KIMBALL YES UPWARD ADJUSTABLE HEIGHT DESK, 72"W X 30"D, COLOR: DESIGNER WHITE, BASE: SILVER OFFICE L-1 LOCKER BUILT BY GRID NO N/A LOCKERS: POLYCORE LAMINATE; TIER CONFIGURATION: CL2; COLOR: WILSONART PREMIUM LAMINATE IN CATALINA 13092-60 WITH AEON TYPE 572; SIZE: 18" WIDE X 18" DEEP X 72" TALL; ROUTED VENTILATION IN BOTTOM DOOR; EDGEBANDING ON ROUTED EDGES, SLOPED TOP AND 6" BASE TO MATCH LOCKER LAMINATE FINISH; EACH LOCKER TO HAVE ONE VANITY SHELF, ONE TOP HOOK, ONE SIDE HOOK, ONE LOCK, ONE NUMBER DISK, AND SOFT-CLOSE HINGES BREAKROOM S-1 SHELVING NATIONAL BUSINESS FURNITURE NO N/A DIMENSIONS: 32"W x 30"D x 71"H; FINISH: ARTISAN GRAY; TWO SHELF BOOKCASE, ONE ADJUSTABLE SHELF; PVC EDGING OFFICE S-2 SHELVING NATIONAL BUSINESS FURNITURE NO N/A DIMENSIONS: 32"W x 14"D x 71"H; FINISH: ARTISAN GRAY; FIVE SHELF BOOKCASE, THREE ADJUSTABLE SHELVES; PVC EDGING OFFICE ST-1 STORAGE NATIONAL BUSINESS FURNITURE NO AT WORK MOBILE FILE STORAGE PEDESTAL, 16.5" W X 20.5" D, LAMINATE FINISH/METAL HARDWARE: GRAY/BRUSHED NICKEL OFFICE, RECEPTION T-1 TABLE GLOBAL FURNITURE GROUP NO SWAP TABLE, SEATED HEIGHT TABLE 29"H, TOP SIZE: 24" ROUND, BASE SHAPE: 22" ROUND, LAMINATE TOP TYPE: HIGH PRESSURE LAMINATE 1-1/16" THICK, DESIGNER WHITE; EDGE TYPE: 2 MM FLAT EDGE, DESIGNER WHITE; BASE FINISH: BRUSHED CHROME BREAKROOM NO. DESCRIPTION DATE 08-09-2024 E E E GFC I WP GF C I WP GF C I WP GFC I WP GF C I WP E E E M M M M M E E E GF C I WP GF C I WP GF C I WP E E M M M M M E GF C I WP E 48"48" 48"48" PP-3-18,20 PP-3-5 PP-3-5 PP-3-5 PP-3-5 PP-3-4 2 4 4 4 4 4 1 1 1 1 1 1 AC-04 AC-03 AC-02 AC-01 AC-05 EF-01 CU-05 CU-04 CU-03 CU-01 CU-02 PP-3-7,9 2 30 15 3R 2 30 15 3R 2 30 15 3R 2 30 15 3R 2 30 15 3R PP-3-14,16 PP-3-19,21 PP-3-3 2 30 15 3R 2 2 4 4 4 1 1 1 1 1 AC-06 AC-07 AC-08 AC-09 EF-02 2 30 15 3R 2 30 15 3R PP-3-4 PP-3-4 PP-3-4 CU-08 PP-3-11,13 CU-07PP-3-10,12 PP-3 PP-3-15,17CU-06 PP-3-3 CCU-02 T-1 CAC-02 PP-3-23,25 EP-161 4 3 1 1 1 1 1 1 1 1 1 1 CU-09 PP-3-4 2 30 15 3R PP-3-6,8 SECURITY POLEPP-3-30 KEY NOTES 1. EXOTHERMICALLY WELDED CONNECTION, TYPICAL. 2. CONTRACTOR TO ROUTE CONDUIT FEEDING EQUIPMENT AND RECEPTACLES UNDERGROUND OR ALONG STRUCTURE EXTERIOR. 3. SEE SHEET E-201 THROUGH E-205 FOR ROUTING OF CONDUIT TO PANEL MDPW. 4. WATERPROOF GFCI MAINTENANCE RECEPTACLE. GENERAL NOTES A. CONTRACTOR TO SUBMIT A GROUNDING DETAIL PLAN FOR REVIEW PRIOR TO ANY WELDING. COORDINATION WITH STRUCTURE SUPPLIER IS REQUIRED TO ENSURE THAT PROPER MATERIAL IS USED FOR WELDING AND THAT NO DAMAGE IS DONE TO THE FINISHED SURFACE. PP-3 T-1 PP - 3 - 2 7 PP - 3 - 2 6 PP - 3 - 2 9 PP - 3 - 2 8 PP-3-31 PP-3-31 SCALE: = 1'-0" SCALE: = 20'-0" REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: SHEET NUMBER 0 20 4020 1" 0 4 84 1/4" SHEET TITLE PROJECT NUMBER 1003-0070-005 AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B WILMINGTON INTERNATIONAL AIRPORT RS&H Architects-Engineers-Planners, Inc. 1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos. 50073* *F-0493 *C-28 © 2024 RS&H, INC. 8/ 9 / 2 0 2 4 3 : 3 6 : 2 1 P M A u t o d e s k D o c s : / / 1 0 0 3 0 0 7 0 0 0 4 _ I L M TO 4 R d w y I n f I m p r o v D e s i g n / 1 0 0 3 0 0 7 0 0 0 4 _ I L M _ T O 4 T e m p or a r y C a n o p y _ E _ R 2 4 . r v t JDB CRD 04/30/2024 JDB 100% DESIGN INTERIM CANOPY POWER PLAN EP-161 SCALE: 1" = 20'-0"1 ELECTRICAL POWER 1 SCALE: 1" = 20'-0"2 ELECTRICAL POWER 2 SCALE: 1" = 20'-0"3 ELECTRICAL POWER 3 SCALE: 1/4" = 1'-0"4 IDF ROOM POWER PLAN NO. DESCRIPTION DATE Ckitptn Did 08-09-2024 A P S TELECOMMUNICATIONS ABBREVIATIONS GENERAL NOTESTELECOMMUNICATIONS SYMBOLS 1. REFER TO CONSTRUCTION MANUAL OR SPECIFICATIONS FOR MATERIALS TO BE INCORPORATED. 2. FIELD VERIFY ALL NEW DEVICE AND EQUIPMENT LOCATIONS PRIOR TO THE START OF INSTALLATION. ANY CONFLICTS MUST BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER. 3. MINIMUM CONDUIT SIZE SHALL BE 1". ALL CONDUITS SHALL BE EMT. EXCEPTIONS INCLUDE: A. GRS FOR EXTERIOR AREAS B. RS FOR AREAS ACCESSIBLE TO THE PUBLIC C. PVC FOR BURIED OR CAST-IN-PLACE CONDUITS D. FLEXIBLE CONDUIT FOR CONCEALED DROPS TO DEVICES AND WHERE APPROVED BY THE OWNER 4. CONDUIT MUST NOT EXCEED 40% FILL FACTOR. INSTALLATION OF CONDUIT AND WIRING MUST BE IN COMPLIANCE WITH NATIONAL ELECTRICAL CODE (NEC). ALL WIRING MUST BE HOMERUN, UNLESS OTHERWISE NOTED. ANY SPLICES MUST BE APPROVED BY THE DESIGNER. 5. CONTRACTOR MUST COORDINATE THE ROUTING AND LOCATION OF NEW COMMUNICATIONS CONDUITS WITH THE ELECTRICAL CONTRACTOR AND OTHER TRADES. 6. CONTRACTOR MUST BE RESPONSIBLE FOR ENSURING THAT LINE VOLTAGE (120V AND ABOVE) POWER CONDUCTORS ARE NOT ROUTED WITHIN 12 INCHES OF COMMUNICATIONS WIRING. 7. ALL CONDUCTORS MUST BE COLOR CODED AND TAGGED AS DESCRIBED IN THE WRITTEN SPECIFICATIONS AND APPROVED BY THE OWNER. 8. COORDINATE WORK WITH OTHER TRADES AND CONFIRM FINAL MOUNTING LOCATION FOR NEW AND RELOCATED EQUIPMENT WITH THE OWNER PRIOR TO INSTALLATION. 9. CONTRACTOR MUST FOLLOW MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES FOR ALL EQUIPMENT. UNLESS OTHERWISE NOTED, ALL MATERIALS MUST BE NEW AND UNUSED. 10. ALL RACEWAY, CONDUIT AND JUNCTION BOXES MUST BE NEW AND INSTALLED WITH PULL STRING. REUSE OF EXISTING CONDUITS MUST BE APPROVED BY THE OWNER. WHEN INSTALLING CABLING IN EXISTING CABLE TRAY, CONTRACTOR MUST TAKE CARE NOT TO DISTURB OR DAMAGE EXISTING CABLING. 11. PROVIDE CONDUIT SLEEVES FOR ALL PENETRATIONS, WHETHER SHOWN ON DRAWING OR NOT. PROVIDE INSULATING BUSHINGS ON BOTH ENDS OF ALL CONDUIT SLEEVING. 12. CONDUITS PENETRATING FIRE RATED WALLS OR FLOORS MUST USE APPROVED U.L. DEVICES IN ORDER TO MAINTAIN FIRE RATING OF THE WALL OR FLOOR. 13. ALL DATA CABLING FOR SECURITY MUST BE INSTALLED IN DEDICATED CONDUIT. 14. MAINTAIN MINIMUM BENDING RADII FOR ALL CABLES ACCORDING TO THE CABLE MANUFACTURER AND PER BICSI AND TIA STANDARDS. 15. ALL WIRING, CABLING AND CONDUCTORS MUST BE NEW UNLESS REUSE OF EXISTING IS APPROVED BY THE OWNER. 16. ALL WORK MUST BE CLOSELY COORDINATED WITH THE OWNER. ANY WORK AFFECTING TENANTS MUST BE SCHEDULED IN ADVANCE AND PRE-APPROVED BY THE OWNER. 17. ALL COMMUNICATIONS OUTLET BOXES MUST BE MIN. 4" WIDE BY 4" HIGH BY 3.15" DEEP WITH SINGLE GANG MUD RING FOR CAT 6 CABLES. AV OUTLET BOXES (OTHER THAN THAT BEHIND THE TV, VIDEO WALL DISPLAYS) MUST BE 3.15-INCH DEEP 5-INCH SQUARE BOX. 18. TELE/DATA CONDUITS ARE TO BE LONG RADIUS TYPE AND MUST CONTAIN PULL STRINGS. PROVIDE PLATES FOR ALL OUTLETS. CAT 6 CABLES MUST BE PLENUM RATED. "LB" TYPE FITTING MUST NOT BE USED. 19. IF EXISTING EQUIPMENT MUST BE DECOMMISSIONED, THE CONTRACTOR MUST COORDINATE WITH THE OWNER TO PROPERLY SHUT DOWN EQUIPMENT PRIOR TO DISCONNECTING. CONTRACTOR MUST PROPERLY STORE EQUIPMENT ON SITE AT AN AREA DESIGNATED BY THE OWNER UNTIL THE EQUIPMENT IS REINSTALLED OR CONVEYED TO THE OWNER UPON COMPLETION OF THE PROJECT. 20. CONTRACTOR TO COORDINATE WITH THE OWNER FOR TIMING AND SCHEDULE FOR MOVING OWNER PROVIDED EQUIPMENT AND INSTALLATION LOCATION. 21. WHERE "ROUGH-IN" IS REQUIRED, PROVIDE BACK BOX, COVER PLATE, CONDUIT, JUNCTION BOXES, ANCILLARY HARDWARE, AND RACEWAY BACK TO THE COMM ROOM. COMMUNICATIONS OUTLET, SURFACE MOUNTED -TWO (2) CAT 6 RJ45 JACKS (BLUE) WITH BLUE CAT 6. REFER TO DETAIL 5 ON SHEET T-501. VOICE/DATA OUTLET, ONE (1) CAT 6 RJ45 JACK (WHITE) WITH BLUE CAT 6 AND TWO (2) CAT 6 RJ45 JACKS (BLUE) WITH BLUE CAT 6. REFER TO DETAIL 3 ON SHEET T-501. DUAL HEIGHT PEDESTAL FOR KNOX BY-PASS KEY SWITCH (LANE 7 BARRIER ARM ONLY). COORDINATE INSTALLATION WITH THE OWNER AND PRCS VENDOR, REFER TO DETAIL 3 ON SHEET T-503. 360° MULTI-SENSOR FIXED SURVEILLANCE CAMERA, AXIS MODEL P3737-PLE. PROVIDE ONE (1) CAT 6 CABLE WITH MALE RJ45 CONNECTOR, SPD AND JUMPER CABLES ON EACH END. FIXED SURVEILLANCE CAMERA, AXIS MODEL P3268-LV/LVE. PROVIDE ONE (1) CAT 6 CABLE WITH MALE RJ45 CONNECTOR, SPD AND JUMPER CABLES ON EACH END UON. PARKING REVENUE CONTROL SYSTEM (PRCS) ENTRY/EXIT STATION (BY THE PRCS VENDOR). PARKING REVENUE CONTROL SYSTEM (PRCS) BARRIER ARM GATE (BY THE PRCS VENDOR). PARKING REVENUE CONTROL SYSTEM (PRCS) LICENSE PLATE RECOGNITION CAMERA AND POLE (BY THE PRCS VENDOR). PARKING REVENUE CONTROL SYSTEM (PRCS) IN-GROUND VEHICLE DETECTION LOOP (BY CIVIL). COMMUNICATIONS HAND HOLE. COMMUNICATIONS ENCLOSURE COMMUNICATIONS OUTLET, SURFACE MOUNTED -TWO (2) CAT 6 RJ45 JACKS (BLUE) WITH BLUE CAT 6. REFER TO DETAIL 4 ON SHEET T-501. WIRELESS ACCESS POINT (UBIQUITI) - PROVIDE (2) CAT 6 COMMUNICATIONS JACKS (BLUE) WITH BLUE CAT 6, REFER TO DETAIL 5 ON SHEET T-501. L COLUMN-MOUNTED PAGING SPEAKER (OUTDOOR) FOR PUBLIC ADRESS SYSTEM. CEILING-MOUNTED PAGING SPEAKER (INDOOR) FOR PUBLIC ADRESS SYSTEM. 180° MULTI-SENSOR FIXED SURVEILLANCE CAMERA, AXIS MODEL Q3819-PVE. PROVIDE ONE (1) CAT 6 CABLE WITH MALE RJ45 CONNECTOR, SPD AND JUMPER CABLES ON EACH END. PAN-TILT-ZOOM (PTZ) SURVEILLANCE CAMERA, AXIS MODEL Q6XXX-E. PROVIDE ONE (1) CAT 6 CABLE WITH MALE RJ45 CONNECTOR. COMMUNICATIONS CABLE FOR LED SIGN, PROVIDE ONE (1) CAT 6 CABLE WITH MALE RJ45 CONNECTOR. COORDINATE INSTALLATION WITH THE PRCS VENDOR. CABLE LEGEND ID DESCRIPTION DEVICE A B C D E F X 6-24 AWG SHIELDED 4-22 AWG UNSHIELDED 4-14 AWG UNSHIELDED 2-14 AWG UNSHIELDED 2-12 AWG SHIELDED CATEGORY 6 UTP 2-18 AWG UNSHIELDED SINGLE-MODE FIBER CARD READER (WIEGAND INTERFACE) MISC. INPUT (DPS/REX/TD) ANNUNCIATOR (HORN/STROBE) MISC. OUTPUT (LOCK) LENGTH < 100' MISC. OUTPUT (LOCK) LENGTH < 200' ETHERNET (VOICE/DATA/VIDEO) FIRE ALARM RELAY AND MICS. I/O FIBER OPTIC PATCH CABLE 2-24 AWG TWISTED PAIR, OVERALL SHIELD CARD READER (OSDP INTERFACE) E1 OUTDOOR RATED CATEGORY 6 UTP (GEL FILLED) ETHERNET (VOICE/DATA/VIDEO) REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: SHEET NUMBER SHEET TITLE PROJECT NUMBER 1003-0070-005 NOT RELEASED FOR CONSTRUCTION PROFESSIONAL SEAL AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B WILMINGTON INTERNATIONAL AIRPORT RS&H Architects-Engineers-Planners, Inc. 1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos. 50073* *F-0493 *C-28 8/ 2 2 / 2 0 2 4 6 : 1 3 : 1 4 P M A u t o d e s k D o c s : / / 1 0 0 3 0 0 7 0 0 0 4 _ I L M T O 4 R d w y I n f I m p r o v D e s i g n / 1 0 0 3 0 0 7 0 0 0 4 _ I L M _ T O 4 E x i t P l a z a _ T _ R 2 4 . r v t DMS JAP 08/09/2024 RJF 100% DESIGN COMMUNICATIONS GENERAL NOTES, SYMBOLS AND ABBREVIATIONS T-001 AC ABOVE COUNTER ACS ACCESS CONTROL SYSTEM ACT ACOUSTIC CEILING TILE ADA AMERICANS WITH DISABILITIES ACT ADAAG AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES AFF ABOVE FINISHED FLOOR AHJ AUTHORITY HAVING JURISDICTION AL ALUMINUM AP ACCESS PANEL AWG AMERICAN WIRE GAUGE C CONDUIT CAT6 CATEGORY 6 ETHERNET CABLE CATV CABLE TELEVISION CE COMMUNICATIONS ENCLOSURE CFCI CONTRACTOR FURNISHED CONTRACTOR INSTALLED CNTRL CONTROLLER COMM COMMUNICATION COPP COPPER PATCH PANEL CR CARD READER DC DIRECT CURRENT DIV DIVISION DPS DOOR POSITION SWITCH DWG DRAWING E EXISTING EC ELECTRICAL CONTRACTOR EL ELEVATION ELEC ELECTRIC/ELECTRICAL EM EMERGENCY EMI ELECTROMAGNETIC INTERFERENCE EOR ENGINEER OF RECORD EQ EQUAL FLR FLOOR FO FIBER OPTIC FOC FIBER OPTIC CABLE FOPP FIBER OPTIC PATCH PANEL GC GENERAL CONTRACTOR GFGI GOVERNMENT FURNISHED GOVERNMENT INSTALLED GND GROUND GRS GALVANIZED RIGID STEEL HDMI HIGH DEFINITION MULTIMEDIA INTERFACE HMI HUMAN MACHINE INTERFACE HVAC HEATING, VENTILATION, AND AIR CONDITIONING IC INTERCOM IDF INTERMEDIATE DISTRIBUTION FRAME IMC INTERMEDIATE METAL CONDUIT IP INTERNET PROTOCOL ISP INTERNET SERVICE PROVIDER ITC INTERCOM TERMINAL CABINET J JUNCTION JB JUNCTION BOX KAIC (THOUSAND) AMPERE INTERRUPTING CAPACITY Kcmil THOUSANDS OF CIRCULAR MILS KO KNOCK OUT LAN LAN LBS LOAD BREAK SWITCH LCD LIQUID CRYSTAL DISPLAY MAX MAXIMUM MDF MAIN DISTRIBUTION FRAME MIC MICROPHONE MM MULTI-MODE MTD MOUNTED N NEUTRAL NC NORMALLY CLOSED NEC NATIONAL ELECTRICAL CODE NO NORMALLY OPEN NTS NOT TO SCALE NWSW NETWORK SWITCH OAE OR APPROVED EQUAL OC ON CENTER OH OVERHEAD PDU POWER DISTRIBUTION UNIT PNEU PNEUMATIC PNL PANEL POE POWER OVER ETHERNET POS POINT OF SALE PP POWER PANEL PRCS PARKING REVENUE CONTROL SYSTEM PTZ PAN-TILT-ZOOM PVC POLYVINYL CHLORIDE QTY QUANTITY REX REQUEST TO EXIT RF RADIO FREQUENCY RM ROOM RS RIGID STEEL SEC SECURITY SFP SMALL FORM-FACTOR PLUGGABLE SIDA SECUITY IDENTIFICATION DISPLAY AREA SM SINGLE MODE SPD SURGE PROTECTIVE DEVICE STS STATIC TRANSFER SWITCH SYM SYMMETRICAL TB TELEPHONE BACKBOARD TBD TO BE DETERMINED TDC TRAVEL DOCUMENT CHECKER TEL TELEPHONE TGB TELECOMMUNICATIONS GROUNDING BUS BAR TMGB TELECOMMUNICATIONS MAIN GROUNDING BUS BAR TSA TRANSPORTATION SECURITY ADMINISTRATION TTB TELEPHONE TERMINAL BOARD TV TELEVISION TYP TYPICAL UG UNDERGROUND UGC UNDERGROUND COMMUNICATIONS UL UNDERWRITERS LABORATORIES UON UNLESS OTHERWISE NOTED UPS UNINTERRUPTIBLE POWER SUPPLY UT UTILITY UTP UNSHIELDED TWISTED PAIR UTR UP THROUGH ROOF VMS VIDEO MANAGEMENT SYSTEM VoIP VOICE OVER INTERNET PROTOCOL WAP WIRELESS ACCESS POINT WP WEATHER PROOF WR WEATHER-RESISTANT Z ZONE COMM SHEET INDEX SHEET NUMBER SHEET NAME T-001 COMMUNICATIONS GENERAL NOTES, SYMBOLS AND ABBREVIATIONS T-100 ADMIN BUILDING COMMUNICATIONS SITE PLAN T-101 ADMIN BUILDING COMMUNICATIONS FLOOR PLAN T-141 BUS SHELTER COMMUNICATIONS ENLARGED PLANS T-161 INTERIM CANOPY COMMUNICATIONS PLAN T-401 ADMIN BUILDING COMMUNICATIONS ENLARGED PLANS T-402 ADMIN BUILDING COMMUNICATIONS ENLARGED PLANS T-461 INTERIM CANOPY COMMUNICATIONS ENLARGED PLANS T-501 ADMIN BUILDING COMMUNICATIONS DETAILS T-502 ADMIN BUILDING COMMUNICATIONS DETAILS T-503 ADMIN BUILDING COMMUNICATIONS DETAILS T-504 ADMIN BUILDING COMMUNICATIONS DETAILS T-505 ADMIN BUILDING COMMUNICATIONS DETAILS T-561 INTERIM CANOPY COMMUNICATIONS DETAILS T-661 INTERIM CANOPY COMMUNICATIONS SCHEDULES T-701 ADMIN BUILDING AND BUS SHELTER COMMUNICATIONS DIAGRAMS T-761 INTERIM CANOPY COMMUNICATIONS DIAGRAMS T-801 ADMIN BUILDING PROPOSED CAMERA VIEWS T-802 ADMIN BUILDING PROPOSED CAMERA VIEWS T-861 INTERIM CANOPY PROPOSED CAMERA VIEWS T-862 INTERIM CANOPY PROPOSED CAMERA VIEWS NO. DESCRIPTION DATE 1 ADDENDUM #1 08/23/2024 1 1 FD A R 4 R R A A D A C D D C A C D D D B A A C A A D D D D A D D D D D D B C D R R R D D R C C C C C C B R R R4 R4 R4 F R C C L B K K K B R4 R4 R L R4 D D D D R R D BB R4 D R R R C R4 AAAAA A A D AAC CBBBCCC C D A BD T-101 1 TY-101 1 T-141 2 T-141 1 T-402 1 E-312 T-402 1 E-312 2 E003 E002 E001 E004 E005 E009 E008 E007 E006 1 1 1 1 1 1 1 1 1 NOTES: 1. ALL EQUIPMENT, DEVICES AND CABLING SHALL BE NEW UNLESS OTHERWISE NOTED. 2. BURIED CONDUIT BETWEEN LIGHT POLE AND COMM ENCLOSURE/IDF SHALL BE PROVIDED BY ELECTRICAL. REFER TO ELECTRICAL SHEETS E-201, E-202, AND E-205 FOR NEW CAMERA CONDUITS TO LIGHT POLES. 3. CONTRACTOR SHALL COMPLETE THE RACEWAY SYSTEM, PROVIDE ALL SURFACE MOUNTED CONDUITS, JUNCTION BOXES, STRAPPING, ETC. AS REQUIRED UNLESS OTHERWISE NOTED. 4. FINAL CAMERA MOUNTING LOCATIONS AND FIELDS OF VIEW SHALL BE COORDINATED WITH THE OWNER BY THE CONTRACTOR PRIOR TO INSTALLATION. 5. CONTRACTOR SHALL COORDINATE RACEWAY ROUTING WITH ELECTRICAL AND OTHER TRADES AS REQUIRED PRIOR TO INSTALLATION. KEY NOTES: 1. PROVIDE NEW CAMERA ON LIGHT POLE, REFER TO ELECTRICAL SHEETS E-201, E-202, AND E-205 FOR UNDERGROUND CONDUIT ROUTING PROVIDED BY ELECTRICAL CONTRACTOR. REFER TO CAMERA SCHEDULE AND INTERCONNECT DIAGRAMS ON SHEET T-701 FOR ADDITIONAL INFORMATION. SCALE: = 1'-0" REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: SHEET NUMBER 0 8 168 1/8" SHEET TITLE PROJECT NUMBER 1003-0070-005 NOT RELEASED FOR CONSTRUCTION PROFESSIONAL SEAL AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B WILMINGTON INTERNATIONAL AIRPORT RS&H Architects-Engineers-Planners, Inc. 1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos. 50073* *F-0493 *C-28 8/ 2 2 / 2 0 2 4 6 : 1 3 : 2 2 P M A u t o d e s k D o c s : / / 1 0 0 3 0 0 7 0 0 0 4 _ I L M T O 4 R d w y I n f I m p r o v D e s i g n / 1 0 0 3 0 0 7 0 0 0 4 _ I L M _ T O 4 E x i t P l a z a _ T _ R 2 4 . r v t DMS JAP 08/09/2024 RJF 100% DESIGN ADMIN BUILDING COMMUNICATIONS SITE PLAN T-100 SCALE: 1" = 100'-0"1 COMMUNICATIONS SITE PLAN N PN NO. DESCRIPTION DATE 1 ADDENDUM #1 08/23/2024 1 1 1 1 1 1 1 1 1 A P JANITOR 106 OFFICE 105 OFFICE 104 IDF 103 RESTROOM 102 STORAGE 107 RECEPTION 100 1 21.1 1.2 1.3 1.4 1.5 1.6 B.1 A.1 100B 104A 105A 105B 100C 100A A B T-401 1 6" x 3 " C . T . @ 9' - 6" A F F T-402 1 LANE ALANE BLANE CLANE DLANE ELANE FLANE G OVERHEAD LED SIGN BY SIGNAGE CONTRACTOR (TYP.) LANE OPEN/CLOSED LED SIGN ON POLE (BY DIV. 26) 3" C.3" C.3" C.3" C.3" C.(2) 3" C. 18"x2" C.L. @ 8' -6" AFF 3" C. C002 C003 C103 C100B C001 C100A 103AWAP-100 104B 103W PP-1 BYPASS KEY ABCDEFG NOTES: 1. ALL EQUIPMENT, DEVICES AND CABLING SHALL BE NEW AND PROVIDED BY THE CONTRACTOR UNLESS OTHERWISE NOTED. 2. REFER TO TYPICAL OUTLET DETAILS ON SHEET T-501 FOR TERMINATION MODULE REQUIREMENTS FOR EACH OUTLET AND COMMUNICATIONS INTERCONNECT AND RISER DIAGRAMS ON SHEET T-701 FOR CABLE AND CONDUIT REQUIREMENTS. 3. CONTRACTOR SHALL COORDINATE WORK WITH THE ELECTRICAL AND SECURITY CONTRACTORS AND OTHER TRADES AS REQUIRED. 4. NETWORK SWITCHES SHALL BE PROVIDED BY THE OWNER AND INSTALLED BY THE CONTRACTOR, COORDINATE WITH THE OWNER'S IT REPRESENTATIVE. 5. CONDUIT (C), CABLE TRAY (C.T.), AND CABLE LADDER (C.L.) ROUTING SHOWN IS SCHEMATIC IN NATURE. ACTUAL ROUTING SHALL BE DETERMINED ACCORDING TO FIELD CONDITIONS AND AS COORDINATED WITH OTHER TRADES. DIMENSIONS NOTED ARE TO THE BOTTOM OF CABLE TRAY (C.T.), CABLE LADDER (C.L.) OR CONDUIT (C.) ABOVE FINISHED FLOOR AND ARE FOR REFERENCE ONLY. 6. APPROVED UL DEVICES SHALL BE USED TO SEAL PENETRATIONS THROUGH FIRE RATED WALLS. SCALE: = 1'-0" REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: SHEET NUMBER 0 8 168 1/8" SHEET TITLE PROJECT NUMBER 1003-0070-005 NOT RELEASED FOR CONSTRUCTION PROFESSIONAL SEAL AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B WILMINGTON INTERNATIONAL AIRPORT RS&H Architects-Engineers-Planners, Inc. 1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos. 50073* *F-0493 *C-28 8/ 2 2 / 2 0 2 4 6 : 1 3 : 2 3 P M A u t o d e s k D o c s : / / 1 0 0 3 0 0 7 0 0 0 4 _ I L M T O 4 R d w y I n f I m p r o v D e s i g n / 1 0 0 3 0 0 7 0 0 0 4 _ I L M _ T O 4 E x i t P l a z a _ T _ R 2 4 . r v t DMS JAP 08/09/2024 RJF 100% DESIGN ADMIN BUILDING COMMUNICATIONS FLOOR PLAN T-101 SCALE: 1/8" = 1'-0"1 COMMUNICATIONS FLOOR PLAN N PN NO. DESCRIPTION DATE 1 ADDENDUM #1 08/23/2024 1 1 1 1 A P A P SECURITY POLE (INTERCOM, 360° CAMERA (C005), WI-FI ACCESS POINT AND LIGHT) 40" OUTDOOR RATED DISPLAY COMMUNICATIONS ENCLOSURE 1-1/2" C. 1" C. 2" C. AND 1-6 SM TO EXISTING COMM DUCT BANK BY ELECTRICAL, REFER TO SHEET E-203 FOR ROUTING. A 1 CL SECURITY POLE (INTERCOM, 360° CAMERA (C006), WI-FI ACCESS POINT AND LIGHT) 40" OUTDOOR RATED DISPLAY COMMUNICATIONS ENCLOSURE 1-1/2" C. 1" C. 2" C. AND 1-6 SM TO EXISTING COMM DUCT BANK BY ELECTRICAL, REFER TO SHEET E-204 FOR ROUTING. 1 CL 40" OUTDOOR RATED DISPLAY 6' - 4 " CL CL CL 0' - 6" MAX. 40" OUTDOOR RATED DISPLAY CONCRETE SIDEWALK 6' - 4 " NOTES: 1. THE CONDUIT ROUTING AS SHOWN IS SCHEMATIC IN NATURE. ACTUAL CONDUIT ROUTING SHALL BE DETERMINED BY THE CONTRACTOR ACCORDING TO FIELD CONDITIONS AND SUBMITTED TO THE OWNER FOR APPROVAL. 2. CONTRACTOR SHALL COORDINATE ACTUAL EQUIPMENT LOCATIONS WITH THE CIVIL CONTRACTOR AND OWNER PRIOR TO CONSTRUCTION. 3. ALL WORK SHALL BE COORDINATED WITH ELECTRICAL AND OTHER TRADES, AND APPROVED BY THE OWNER. 4. MOUNTING LOCATIONS FOR JUNCTION BOXES AND HAND HOLES SHALL BE COORDINATED WITH OTHER TRADES AND SUBMITTED TO THE OWNER FOR APPROVAL. 5. REFER TO SPECIFICATION SECTION 271100 FOR OUTDOOR DISPLAY REQUIREMENTS. KEY NOTES: 1. PROVIDE STRUCTURAL FOOTING AS REQUIRED BY SECURITY POLE MANUFACTURER, REFER TO DETAIL 3 ON SHEET T-505 FOR ADDITIONAL INFORMATION, COORDINATE INSTALLATION WITH CIVIL CONTRACTOR. SCALE: = 1'-0" SCALE: = 1'-0" REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: SHEET NUMBER 0 8 168 1/8" 0 4 84 1/4" SHEET TITLE PROJECT NUMBER 1003-0070-005 NOT RELEASED FOR CONSTRUCTION PROFESSIONAL SEAL AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B WILMINGTON INTERNATIONAL AIRPORT RS&H Architects-Engineers-Planners, Inc. 1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos. 50073* *F-0493 *C-28 8/ 2 2 / 2 0 2 4 6 : 1 3 : 3 0 P M A u t o d e s k D o c s : / / 1 0 0 3 0 0 7 0 0 0 4 _ I L M T O 4 R d w y I n f I m p r o v D e s i g n / 1 0 0 3 0 0 7 0 0 0 4 _ I L M _ T O 4 E x i t P l a z a _ T _ R 2 4 . r v t DMS JAP 08/09/2024 RJF 100% DESIGN BUS SHELTER COMMUNICATIONS ENLARGED PLANS T-141 SCALE: 1/8" = 1'-0"1 ENLARGED PLAN - WEST BUS SHELTER SCALE: 1/8" = 1'-0"2 ENLARGED PLAN - EAST BUS SHELTER SCALE: 1/4" = 1'-0"3 BUS STATION INFORMATION DISPLAY N PN N PN NO. DESCRIPTION DATE 1 ADDENDUM #1 08/23/2024 1 1 1 1 2 T-401 PP-1 ELECTRICAL PANEL (REFER TO ELECTRICAL DRAWINGS) WALL-MOUNTED SECURITY PANEL IDF 103 C103 4" SLEEVE THROUGH WALL CABLE TRAY SURVEILLANCE CAMERA WALL-MOUNTED RACK (AIRPORT NETWORK) WALL-MOUNTED RACK (PRCS NETWORK) 18"x2" C.L. @ 8' -6" AFF 3' - 6" 6" CL 2' - 2 3/8" CL 3 T-401 2&3 PP-2 ELECTRICAL PANEL (REFER TO ELECTRICAL DRAWINGS) 3 103W AIRPORT NETWORK PRCS NETWORK 2.2kVA UPS (2U) BATTERY (2U) WIRE TROUGH (6" D X 8" H X 2-6" W) ACCESS CONTROL ENCLOSURE (CONTROL PANELS, RELAYS, AND LOCK POWER) JB 1' - 0 " 0' - 6 " 4' - 6 " 3' - 6 " CL CL CL 18" CABLE LADDER PRIMARY BONDING BUS BAR VERTICAL CABLE MANAGEMENT 18" CABLE LADDER 103A 4" CONDUIT SLEEVE 3/4" FLAME RETARDANT PLYWOOD (TYP.) SECURITY CONDUITS TO ACCESS CONTROLLED DOORS, REFER TO RISER DIAGRAM ON SECURITY SHEET TY-701 TWO (2) 3" C. TO COMM HAND HOLE FOR PRCS CABLES TWO (2) 4" C. FROM COMMUNICATIONS DUCT BANK (BY CIVIL) WALL-MOUNTED RACKS 1 2 4 5 6 2.2kVA UPS (2U) BATTERY (2U) RACK SHELF W/ (3) SPD RACK SHELF W/ (7) SPD KEY NOTES: 1. PROVIDE 3/4" FLAME RETARDANT PLYWOOD MOUNTED TO WALL. PAINT WITH TWO COATS OF WHITE FLAME RETARDANT ENAMEL ON ALL SIX (6) SIDES. MASK UL LABELS FOR AHJ INSPECTION AFTER INSTALLATION. 2. PROVIDE PRIMARY BONDING BUSBAR, REFER TO DETAIL 6 ON SHEET T-501. 3. PROVIDE WALL-MOUNTED OUTLET FOR OWNER PROVIDED TELEPHONE. 4. PROVIDE SURFACE MOUNTED DATA OUTLET WITHIN WALL-MOUNTED ENCLOSURE FOR ACS PANEL, COORDINATE INSTALLATION WITH THE SECURITY INSTALLER. REFER TO THE SECURITY DRAWINGS. 5. PROVIDE TWO (2) WALL-MOUNTED RACKS FOR AIRPORT AND PRCS NETWORK EQUIPMENT, REFER TO DETAIL 3 FOR ADDITIONAL INFORMATION. 6. PROVIDE VERTICAL CABLE MANAGER MOUNTED TO WALL BETWEEN RACKS AND CABLE LADDER ABOVE. 7. NETWORK SWITCH PROVIDED BY THE OWNER AND INSTALLED BY THE CONTRACTOR, COORDINATE WITH THE OWNER'S IT REPRESENTATIVE. 8. CONTRACTOR SHALL COORDINATE CIRCUIT AND RECEPTACLE REQUIREMENTS WITH DIVISION 26. REFER TO DETAIL 1 ON SHEET T-504 FOR ADDITIONAL INFORMATION. 9. CONTRACTOR SHALL COORDINATE CIRCUIT AND RECEPTACLE REQUIREMENTS WITH DIVISION 26. REFER TO DETAIL 2 ON SHEET T-504 FOR ADDITIONAL INFORMATION. FIBER OPTIC PATCH PANEL (4 RU) BLANK PANEL (1 RU) FIBER OPTIC PATCH PANEL (4 RU) BLANK PANEL (1 RU) 12 OUTLET PDU (1 RU) 24-PORT COPP -CAT6 (1 RU) WIRE MANAGER (1 RU) 24 PORT PoE NWSW WIRE MANAGER (1 RU) AIRPORT NETWORK PRCS NETWORK 2.2kVA UPS (2U) BATTERY (2U) VE R T I C A L C A B L E M A N A G E M E N T BLANK PANEL (1 RU) BLANK PANEL (1 RU) RACK SHELF W/ (3) SPD 12 OUTLET PDU (1 RU) 24-PORT COPP -CAT6 (1 RU) WIRE MANAGER (1 RU) 24 PORT PoE NWSW WIRE MANAGER (1 RU) 7 7 2.2kVA UPS (2U) BATTERY (2U) ELECTRICAL RECEPTACLES (BY DIV. 26) ELECTRICAL RECEPTACLES (BY DIV. 26) 8 9 RACK SHELF W/ (7) SPD NOTES: 1. ALL EQUIPMENT, DEVICES AND CABLING SHALL BE NEW AND PROVIDED BY THE CONTRACTOR UNLESS OTHERWISE NOTED. 2. REFER TO TYPICAL OUTLET DETAILS ON SHEET T-501 FOR TERMINATION MODULE REQUIREMENTS FOR EACH OUTLET AND COMMUNICATIONS INTERCONNECT AND RISER DIAGRAMS ON SHEET T-701 FOR CABLE AND CONDUIT REQUIREMENTS. 3. CONTRACTOR SHALL COORDINATE WORK WITH THE ELECTRICAL AND SECURITY CONTRACTORS AND OTHER TRADES AS REQUIRED. 4. NETWORK SWITCHES SHALL BE PROVIDED BY THE OWNER AND INSTALLED BY THE CONTRACTOR, COORDINATE WITH THE OWNER'S IT REPRESENTATIVE. 5. CONDUIT (C), CABLE TRAY (C.T.), AND CABLE LADDER (C.L.) ROUTING SHOWN IS SCHEMATIC IN NATURE. ACTUAL ROUTING SHALL BE DETERMINED ACCORDING TO FIELD CONDITIONS AND AS COORDINATED WITH OTHER TRADES. DIMENSIONS NOTED ARE TO THE BOTTOM OF CABLE TRAY (C.T.), CABLE LADDER (C.L.) OR CONDUIT (C.) ABOVE FINISHED FLOOR AND ARE FOR REFERENCE ONLY. 6. APPROVED UL DEVICES SHALL BE USED TO SEAL PENETRATIONS THROUGH FIRE RATED WALLS. SCALE: = 1'-0" SCALE: = 1'-0" REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: SHEET NUMBER 0 1 21 1" 1 1/2" 01 1 SHEET TITLE PROJECT NUMBER 1003-0070-005 NOT RELEASED FOR CONSTRUCTION PROFESSIONAL SEAL AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B WILMINGTON INTERNATIONAL AIRPORT RS&H Architects-Engineers-Planners, Inc. 1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos. 50073* *F-0493 *C-28 8/ 2 2 / 2 0 2 4 6 : 1 3 : 2 6 P M A u t o d e s k D o c s : / / 1 0 0 3 0 0 7 0 0 0 4 _ I L M T O 4 R d w y I n f I m p r o v D e s i g n / 1 0 0 3 0 0 7 0 0 0 4 _ I L M _ T O 4 E x i t P l a z a _ T _ R 2 4 . r v t DMS JAP 08/09/2024 RJF 100% DESIGN ADMIN BUILDING COMMUNICATIONS ENLARGED PLANS T-401 SCALE: 1" = 1'-0"1 ENLARGED PLAN - IDF ROOM 103 SCALE: 1" = 1'-0"2 SOUTH WALL ELEVATION - IDF ROOM 103 SCALE: 1 1/2" = 1'-0"3 RACK ELEVATION - IDF ROOM 103 N PN NO. DESCRIPTION DATE 1 ADDENDUM #1 08/23/2024 1 1 1 10' - 0" 3'X 6' VEHICLE DETECTION LOOP (BY CIVIL) 3'X 6' VEHICLE DETECTION LOOP (BY CIVIL) 3' - 0" 41' - 6" 3"Ø C. COMM BARRIER ARM OPERATOR (BY PRCS VENDOR) CL CL CL 0' - 8 " CL PAY STATION (BY PRCS VENDOR) LPR CAMERA AND POLE (BY PRCS VENDOR) COMMUNICATIONS HAND HOLE KNOX BY-PASS KEY SWITCH (LANE G ONLY) 3/ 4 " Ø C . ( B Y C I V I L ) 3/ 4 " Ø C . ( B Y C I V I L ) 1"Ø C. (BY ELEC.) 1"Ø C. (BY ELEC.) 1"Ø C. (BY ELEC.) 1"Ø C. (BY ELEC.) 1' - 2"1' - 2" STRUCTURAL COLUMN STRUCTURAL COLUMN CONCRETE CURB (BY CIVIL) CONCRETE CURB (BY CIVIL) 1 NOTES: 1. THE EQUIPMENT LAYOUT AND CONDUIT ROUTING AS SHOWN IS FOR BIDDING PURPOSES ONLY. THE LAYOUT SHOWN IS TYPICAL FOR EACH LANE AND IS BASED ON INFORMATION PROVIDED TO THE DESIGN TEAM BY THE PRCS VENDOR. REFER TO THE OVERALL LAYOUT ON SHEET T-101. 2. COORDINATE ALL CONDUIT ROUTING WITH THE CIVIL, ELECTRICAL CONTRACTORS AND PRCS INSTALLER, REFER TO ELECTRICAL SHEET E-312 AND THE RISER DIAGRAMS ON SHEET T-701 FOR ADDITIONAL INFORMATION. CONTRACTOR SHALL COORDINATE ACTUAL EQUIPMENT LOCATION AND CONDUIT REQUIREMENTS WITH THE CIVIL CONTRACTOR AND PRCS INSTALLER VENDOR PRIOR TO CONSTRUCTION. 3. ALL WORK SHALL BE COORDINATED WITH ELECTRICAL AND OTHER TRADES, AND APPROVED BY THE OWNER AND THE PARKING CONTROL INSTALLER. 4. MOUNTING LOCATIONS FOR JUNCTION BOXES AND HAND HOLES SHALL BE COORDINATED WITH OTHER TRADES AND SUBMITTED TO THE OWNER FOR APPROVAL. KEY NOTES: 1. MOUNT BYPASS KEYSWITCH FLUSH TO SIDE OF EXIT STATION HOUSING, COORDINATE INSTALLATION WITH THE PRCS VENDOR. REFER TO KEY SWITCH DETAIL 5 ON SHEET T-503. SCALE: = 1'-0" REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: SHEET NUMBER 0 2 42 1/2" SHEET TITLE PROJECT NUMBER 1003-0070-005 NOT RELEASED FOR CONSTRUCTION PROFESSIONAL SEAL AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B WILMINGTON INTERNATIONAL AIRPORT RS&H Architects-Engineers-Planners, Inc. 1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos. 50073* *F-0493 *C-28 8/ 2 2 / 2 0 2 4 6 : 1 3 : 2 7 P M A u t o d e s k D o c s : / / 1 0 0 3 0 0 7 0 0 0 4 _ I L M T O 4 R d w y I n f I m p r o v D e s i g n / 1 0 0 3 0 0 7 0 0 0 4 _ I L M _ T O 4 E x i t P l a z a _ T _ R 2 4 . r v t DMS JAP 08/09/2024 RJF 100% DESIGN ADMIN BUILDING COMMUNICATIONS ENLARGED PLANS T-402 SCALE: 1/2" = 1'-0"1 ENLARGED COMMUNICATIONS PLAN - TYPICAL ENTRY/EXIT LANENPN NO. DESCRIPTION DATE 1 ADDENDUM #1 08/23/2024 1 1 1 1 1 2 T-461 2&3 WALL-MOUNTED PAGING TERMINATION CABINET WITH VOLUME CONTROLS WALL-MOUNTED RACK (AIRPORT NETWORK) TYP. ELECTRICAL PANEL (REFER TO ELECTRICAL DRAWINGS) 3.0kVA UPS (2U) BATTERY (2U) WIRE TROUGH (6" D X 8" H X 2-6" W) CL 2 PAGING TERMINATION CABINET (7" D X 36" H X 24" W) 4' - 0 " 1' - 0 " 0' - 6 " 2" C 2" C. 3" C. TYP. PRIMARY BONDING BUS BAR 2" C. AREA VOLUME CONTROLS (TYP.) A1 A2 A3 WALL-MOUNTED RACKS3/4" FLAME RETARDANT PLYWOOD (TYP.)1 3 4 5 VE R T I C A L C A B L E M A N A G E R 3.0kVA UPS (2U) BATTERY (2U) COMMUNICATIONS CONDUITS, REFER TO RISER DIAGRAM STRUCTURAL CHANNEL (TYP.) 1 KEY NOTES: 1. PROVIDE 3/4" FLAME RETARDANT PLYWOOD MOUNTED TO CORRUGATED STEEL WALL USING 1-5/8" STRUCTURAL STEEL CHANNELS AND ANCHORS. COORDINATE MOUNTING OF STRUCTURAL STEEL CHANNELS INTO 3" VERTICAL STEEL COLUMNS WITH THE CONSTRUCTION MANAGER. PAINT WITH TWO COATS OF WHITE FLAME RETARDANT ENAMEL ON ALL SIX (6) SIDES. MASK UL LABELS FOR AHJ INSPECTION AFTER INSTALLATION. 2. PROVIDE PRIMARY BONDING BUSBAR, REFER TO DETAIL 6 ON SHEET T-501. 3. PROVIDE WALL-MOUNTED ENCLOSURE FOR TERMINATION OF PAGING CIRCUITS AND MOUNTING OF VOLUME CONTROL DEVICES, COORDINATE INSTALLATION WITH THE OWNER. 4. PROVIDE UP TO TWO (2) WALL-MOUNTED RACKS FOR AIRPORT NETWORK AND PAGING EQUIPMENT, REFER TO DETAIL 3 FOR ADDITIONAL INFORMATION. 5. PROVIDE VERTICAL CABLE MANAGER MOUNTED TO WALL BETWEEN RACKS TO CONDUITS ABOVE. 6. NETWORK SWITCH PROVIDED BY THE OWNER AND INSTALLED BY THE CONTRACTOR, COORDINATE WITH THE OWNER'S IT REPRESENTATIVE. 7. PROVIDE RACK-MOUNTED SPD FOR SURVEILLANCE CAMERAS, REFER TO DETAIL 8 ON SHEET T-561 FOR ADDITIONAL INFORMATION. 8. CONTRACTOR SHALL COORDINATE CIRCUIT AND RECEPTACLE REQUIREMENTS WITH DIVISION 26. REFER TO DETAIL 1 ON SHEET T-504 FOR ADDITIONAL INFORMATION. NOTES: 1. ALL EQUIPMENT, DEVICES AND CABLING SHALL BE NEW AND PROVIDED BY THE CONTRACTOR UNLESS OTHERWISE NOTED. 2. REFER TO COMMUNICATIONS INTERCONNECT AND RISER DIAGRAMS ON SHEET T-761 FOR CABLE AND CONDUIT REQUIREMENTS. 3. CONTRACTOR SHALL COORDINATE WORK WITH THE ELECTRICAL CONTRACTOR AND OTHER TRADES AS REQUIRED. 4. NETWORK SWITCHES SHALL BE PROVIDED BY THE OWNER AND INSTALLED BY THE CONTRACTOR, COORDINATE WITH THE OWNER'S IT REPRESENTATIVE. 5. CONDUIT (C) ROUTING SHOWN IS SCHEMATIC IN NATURE. ACTUAL ROUTING SHALL BE DETERMINED ACCORDING TO FIELD CONDITIONS AND AS COORDINATED WITH OTHER TRADES. 6. APPROVED UL DEVICES SHALL BE USED TO SEAL PENETRATIONS THROUGH FIRE RATED WALLS. FIBER OPTIC PATCH PANEL (1 RU) BLANK PANEL (1 RU) 12 OUTLET PDU (1 RU) 24-PORT SPD -CAT6 (1 RU) WIRE MANAGER (1 RU) 24 PORT PoE NWSW WIRE MANAGER (1 RU) BLANK PANEL (1 RU) PAGING AMPLIFIER BLANK PANEL (1 RU) PAGING AMPLIFIER BLANK PANEL (1 RU) PAGING AMPLIFIER BLANK PANEL (1 RU) 3.0kVA UPS (2U) BATTERY (2U) BLANK PANEL (1 RU) PAGING AMPLIFIER (3 RU) AIRPORT NETWORK BATTERY (2U) 3.0kVA UPS (2U) BLANK PANEL (1 RU) PAGING AMPLIFIER BLANK PANEL (1 RU) PAGING AMPLIFIER AIRPORT NETWORK 6 12 OUTLET PDU (1 RU) 7 88 12 OUTLET PDU (1 RU)12 OUTLET PDU (1 RU) REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: SHEET NUMBER SHEET TITLE PROJECT NUMBER 1003-0070-005 NOT RELEASED FOR CONSTRUCTION PROFESSIONAL SEAL AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B WILMINGTON INTERNATIONAL AIRPORT RS&H Architects-Engineers-Planners, Inc. 1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos. 50073* *F-0493 *C-28 8/ 8 / 2 0 2 4 4 : 0 6 : 4 1 P M A u t o d e s k D o c s : / / 1 0 0 3 0 0 7 0 0 0 4 _ I L M TO 4 R d w y I n f I m p r o v D e s i g n / 1 0 0 3 0 0 7 0 0 0 4 _ I L M _ T O 4 T e m p or a r y C a n o p y _ T _ R 2 4 . r v t DMS JAP 008/09/2024 RJF 100% DESIGN INTERIM CANOPY COMMUNICATIONS ENLARGED PLANS T-461 NPN SCALE: 1" = 1'-0"1 ENLARGED PLAN - IDF ROOM 105 SCALE: 1" = 1'-0"2 SOUTH WALL ELEVATION - IDF ROOM 105 SCALE: 1 1/2" = 1'-0"3 RACK ELEVATION - IDF ROOM 105 NO. DESCRIPTION DATE 08-09-2024 SCALE:SCALE:SCALE: SCALE: 1 2 43 SCALE: SCALE:SCALE: FRONT VIEW TELECOM OUTLET - T568B2 TELECOM OUTLET - VOICE/DATA3 TELECOM OUTLET - WALL PHONE4 TELECOM OUTLET - SURFACE MOUNTED5 TELECOM OUTLET MOUNTING (TYP)1 PRIMARY BONDING BUSBAR6 FIBER OPTIC PATCH PANEL7 NONE NONE NONE NONE NONE NONE NONE 12" 4" 12345678 1 2 3 4 5 6 7 8 WHITE WITH ORANGE ORANGE WHITE WITH GREEN BLUE WHITE WITH BLUE GREEN WHITE WITH BROWN BROWN PAIR 2 T568B PAIR 1 PAIR 4 PAIR 3 COMMUNICATIONS OUTLET WIRING 18" UON. COMM OUTLET 1" C (TYP) SUSPENDED CEILING TOP OF WALL CONDUIT CLAMP AND BUSHING (TYP) FINISHED FLOOR VOICE/DATA CABLES (TYP) CABLE TRAY ISOMETRIC VIEW #2 GROUND COPPER WIRE TO BUILDING GROUNDING SYSTEM MINIMUM #6 GROUND COPPER WIRE TO TELECOM DEVICES (QTY AS REQUIRED) 1/4" SOLID COPPER PRIMARY BONDING BUSBAR PANDUIT MODEL GB4B0612TPI-1 OR APPROVED EQUAL .31 DIA HOLE, .62 SPACING 12 SETS .44 DIA. HOLE, .1" SPACING 6 SETS MOUNTING POINT MOUNTING BRACKET STAINLESS STEEL MOUNTING BRACKET NOTES: REFER TO NOTES ON SHEET T001, PROVIDE TERMINATION MODULES AT COPPER PATCH PANELS AND FACEPLATES AND CABLES FOLLOWING THE COLOR SCHEME OUTLINED. 54" UON. WALL PHONE OR INTERCOM OUTLET 3/4" C (TYP) 1 12" TO 18" (TYP) WI-FI SINGLE-GANG BOX 3/4" C (TYP) 1 2 4 MACHINE PRINTED LABEL (BLACK LETTERS ON WHITE BACKGROUND). HAND WRITTEN LABELS WILL NOT BE ALLOWED. COORDINATE LABEL REQUIREMENTS WITH OWNER'S IT REPRESENTATIVE. FOUR (4) POSITION STAINLESS STEEL FACEPLATE, PANDUIT PART NUMBER CFPL4SY OR APPROVED EQUAL. ONE (1) WHITE CATEGORY 6 RJ45 TERMINATION MODULES, PANDUIT PART NUMBER CJ688TGWH OR APPROVED EQUAL. (TYP). 3 ONE (1) BLANK MODULE (BLACK), PANDUIT PART NUMBER CMBBL-X OR APPROVED EQUAL. (TYP). MACHINE PRINTED LABEL (BLACK LETTERS ON WHITE BACKGROUND). HAND WRITTEN LABELS WILL NOT BE ALLOWED. COORDINATE LABEL REQUIREMENTS WITH OWNER'S IT REPRESENTATIVE. ONE (1) POSITION FACEPLATE (STAINLESS STEEL) FOR WALL MOUNTED TELEPHONE, PANDUIT PART NUMBER KWPY OR APPROVED EQUAL. 1 ONE (1) WHITE CATEGORY 6 RJ45 TERMINATION MODULE, PANDUIT PART NUMBER NK6X88MWH OR APPROVED EQUAL. FACEPLATE MOUNTING SCREW, TYP OF TWO (2) STUD FOR MOUNTING DEVICE (PHONE HANDSET), TYP OF TWO (2) MACHINE PRINTED LABEL (BLACK LETTERS ON WHITE BACKGROUND). HAND WRITTEN LABELS WILL NOT BE ALLOWED. COORDINATE LABEL REQUIREMENTS WITH OWNER'S IT REPRESENTATIVE. TWO (2) BLUE CATEGORY 6 RJ45 TERMINATION MODULES, PANDUIT PART NUMBER CJ688TGBU OR APPROVED EQUAL. TWO (2) POSITION PLENUM RATED SURFACE MOUNT BOX, PANDUIT PART NUMBER CBX2WH-AY OR APPROVED EQUAL. TWO (2) BLUE CATEGORY 6 RJ45 TERMINATION MODULES, PANDUIT PART NUMBER CJ688TGBU OR APPROVED EQUAL. (TYP). 4U RACK MOUNTED FIBER OPTIC PATCH PANEL (CORNING CCH-04 OR APPROVED EQUAL). PROVIDE ADAPTER PANELS WITH LC CONNECTORS (QTY AS REQUIRED) FOR THE TERMINATION OF FIBER OPTIC CABLES. PROVIDE BLANK PANELS FOR ALL UNUSED SLOTS. NOTE: FOPP TO BE INSTALLED IN ADMIN BUILDING IDF ROOM RACKS. NOTES: 1. ALL EQUIPMENT, DEVICES AND CABLING SHALL BE NEW UNLESS OTHERWISE NOTED. 2. REFER TO COMMUNICATIONS INTERCONNECT AND RISER DIAGRAMS ON SHEET T-701 FOR ADDITIONAL INFORMATION. 3. DIMENSIONS PROVIDED ARE FOR CONTRACTOR INFORMATION ONLY, VERIFY ALL DIMENSIONS IN THE FIELD. REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: SHEET NUMBER SHEET TITLE PROJECT NUMBER 1003-0070-005 NOT RELEASED FOR CONSTRUCTION PROFESSIONAL SEAL AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B WILMINGTON INTERNATIONAL AIRPORT RS&H Architects-Engineers-Planners, Inc. 1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos. 50073* *F-0493 *C-28 8/ 8 / 2 0 2 4 4 : 5 2 : 1 3 P M A u t o d e s k D o c s : / / 1 0 0 3 0 0 7 0 0 0 4 _ I L M TO 4 R d w y I n f I m p r o v D e s i g n / 1 0 0 3 0 0 7 0 0 0 4 _ I L M _ T O 4 E x i t P l a z a _ T _ R 2 4 . r v t DMS JAP 08/09/2024 RJF 100% DESIGN ADMIN BUILDING COMMUNICATIONS DETAILS T-501 NO. DESCRIPTION DATE 08-09-2024 CONDUIT WALL SLEEVES CABLE TRAY CONCRETE CEILING 3/8" HILTI QUICK BOLT 3/8" COUPLER 3/8" THREADED ROD CABLE TRAY HANGER ROD BRACKET CABLE DROP-OUT CABLE TRAY INTUMESCENT SHEET INSTALLED CONCRETE WALL INTUMESCENT SHEET INTUMESCENT SHEET (INSTALLED SECOND) INTUMESCENT WRAP/STRIP (INSTALLED FIRST) CABLE TRAY SHEET METAL SCREW NON SHRINK OR EPOXY GROUT PACK BOTH ENDS OF SLEEVE WITH APPROVED RATED HOUR CAULK, MINIMUM 1-INCH DEEP 1/2-INCH MINIMUM 4mm THICK STEEL ANCHOR PLATE WELDED TO SLEEVE, MINIMUM 3-INCHES LARGER THAN SLEEVE OUTSIDE DIAMETER SCHEDULE 40 BLACK STEEL PIPE SLEEVE CORE DRILL HOLE, DIAMETER AS REQUIRED EXTEND CONDUIT 6-INCHES BEYOND WALL GALVANIZED RIGID STEEL OR EMT CONDUIT PACK WITH OAKUM WALL SCALE: N.T.S.SCALE: N.T.S.SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S.SCALE: N.T.S.SCALE: N.T.S. TYPICAL WALL SLEEVE PENETRATION TYPICAL CABLE TRAY SUPPORT DETAIL CABLE TRAY DROP OUT CABLE TRAY FIRE STOP DETAIL CONDUIT PENETRATION AND SLEEVES A1 CABLE TRAY - LADDER TYPE CABLE TRAY - WIRE BASKET TYPE CABLE SUPPORTS - J-HOOKSA4A2 B1 B2 B4 D1 D2 MOUNT J HOOKS 4' TO 5' APART REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS 2" J-HOOK CABLE SUPPORT MINIMUM, SIZE AS REQUIRED. BUNDLE CABLES WITH AN APPROVED PLENUM RATED HOOK AND LOOP STRAP (TYP.) TO CABLE TRAY TO DATA OUTLETS AND FIELD DEVICES WIRE ROD SUPPORT. MOUNT J-HOOKS ACCORDING TO FIELD CONDITIONS (TYP.) REFER TO CABLE MANUFACTURER FOR MINIMUM BEND RADIUS. TIE CABLE BUNDLE TO J HOOK USING AN APPROVED PLENUM RATED CABLE RESTRAINT (TYP.) TO DATA OUTLETS AND FIELD DEVICES 12" MAX. 12" MAX. CABLE SAG BETWEEN J-HOOKSAS NOTED 2" OR 4" #2 AWG BARE COPPER GROUND. BONDING JUMPER BETWEEN EACH SECTION OF CABLE TRAY. (TYP.) 3-3/4" END ONLY 9" TYP. 3/8" 18" 2" #2 AWG BARE COPPER GROUND. BONDING JUMPER BETWEEN EACH SECTION OF CABLE TRAY. (TYP.) NOTE: FOR USE IN TELECOMMUNICATION ROOMS OR VERTICAL TRANSITIONS ONLY. NOTE: REFER TO FLOOR PLANS FOR SIZE INDICATED IN EACH AREA. NOTES: 1. THESE DETAILS ARE SCHEMATIC IN NATURE AND MAY NOT SHOW ALL EQUIPMENT OR CONNECTIONS REQUIRED. THEY ARE INTENDED TO ILLUSTRATE TYPICAL EQUIPMENT LAYOUTS. REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: SHEET NUMBER SHEET TITLE PROJECT NUMBER 1003-0070-005 NOT RELEASED FOR CONSTRUCTION PROFESSIONAL SEAL AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B WILMINGTON INTERNATIONAL AIRPORT RS&H Architects-Engineers-Planners, Inc. 1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos. 50073* *F-0493 *C-28 8/ 8 / 2 0 2 4 4 : 5 2 : 1 3 P M A u t o d e s k D o c s : / / 1 0 0 3 0 0 7 0 0 0 4 _ I L M TO 4 R d w y I n f I m p r o v D e s i g n / 1 0 0 3 0 0 7 0 0 0 4 _ I L M _ T O 4 E x i t P l a z a _ T _ R 2 4 . r v t DMS JAP 08/09/2024 RJF 100% DESIGN ADMIN BUILDING COMMUNICATIONS DETAILS T-502 NO. DESCRIPTION DATE 08-09-2024 9 11 44 3 5 6 7 8 5e 5e 5e 5e SFP SFP PO W E R S U P P L Y 5e 5e 5e 5e PO W E R S U P P L Y 5e 5e 5e 5e SFP SFP 5e 5e 5e 5e SPD 1" C. FOR GROUNDING CONDUCTOR BY DIV. 26 UPS 120VAC POWER CIRCUIT (BY DIV. 26) 120 VAC RECEPTACLE AND SWITCH (BY DIV 26) VELCRO CABLE RESTRAINT (TYP.) FIBER OPTIC CABLE WITH SERVICE LOOP (30' MIN) FIBER OPTIC TERMINATION ENCLOSURE WIRE DUCT NEMA 4X ENCLOSURE (36"H x 36"W x 12"D MIN.) SEE DETAIL 1 ON THIS SHEET (RATING OF MODIFIED ENCLOSURE SHALL BE NEMA 3R) TWO (2) 1-1/4" C. TO SURVEILLANCE CAMERAS AND WIRELESS ACCESS POINTS 8-PORT POE+ NETWORK SWITCH AND POWER SUPPLY (CAMERAS AND EMERGENCEY PHONES) 8-PORT POE+ NETWORK SWITCH AND POWER SUPPLY (WI-FI & SUTTLE DISPLAYS) 8-PORT SPD WIRE DUCT WIRE DUCT WIRE DUCT HEATER 2" C. TO EXISTING COMM DUCT BANK BY ELECTRICAL, REFER TO SHEETS E-203 AND E-204 FAN 120 VAC UPS RECEPTACLE (BY DIV 26) 1"x8" COPPER GROUND BUS AND #6 AWG COPPER GROUND WIRE 36-STRAND SM FOC FROM TERMINAL BY ELECTRICAL (REFER TO RISER DIAGRAM ON SHEET T701). SCALE: N.T.S. SCALE: N.T.S. SCALE: SCALE:SCALE: STAINLESS STEEL STRAPPING (TYP) POLE MOUNTING BRACKET MOUNTING ARM LIGHT POLE SURGE PROTECTION DEVICE CAT6 IN 1" C. (VIDEO\POE) ROUTED ROUTED ON EXTERIOR OF POLE CAT6 IN 3/4" FLEX C. (VIDEO\POE) WEATHERPROOF JUNCTION BOX FIXED CAMERA STAINLESS STEEL STRAPPING (TYP) POLE MOUNTING BRACKET MOUNTING ARM LIGHT POLE SURGE PROTECTION DEVICE CAT6 IN 1" C. (VIDEO\POE) ROUTED ROUTED ON EXTERIOR OF POLE CAT6 IN 3/4" FLEX C. (VIDEO\POE) WEATHERPROOF JUNCTION BOX PTZ CAMERA COMMUNICATIONS ENCLOSURE PEDESTAL1 COMMUNICATIONS ENCLOSURE DETAIL2 5 KNOX BYPASS KEY SWITCH N.T.S. 3 FIXED DOME - EXTERIOR POLE N.T.S.4 PTZ DOME - EXTERIOR POLE N.T.S. 2 STAINLESS STEEL CHANNEL (TYP) STAINLESS STEEL HARDWARE (TYP) 6" HOT-DIPPED RGS PIPE STAND 3/4" DIA X 10' COPPER CLAD GROUND ROD, EXOTHERMIC CONNECTION TYP. FINISHED GRADE CONCRETE FOOTER (3000 PSI) COMMUNICATIONS ENCLOSURE 2 1-1/4" C. TO CAMERAS AND WIRELESS ACCESS POINTS AS INDICATED ON THE PLANS. POWER CONDUIT (BY DIV 26) 1 NO. 6 GROUND WIRE BONDED, TO PEDESTAL 12" 6" 24" SIZE AS REQUIRED 2" C. TO EXISTING COMM DUCT BANK 30" TO 48" CL UPS 5 5' AIR TERMINAL, INSTALL 3' ABOVE RACK STRUCTURE #2 AWG CU, GREEN XHHW (TYP.) 10 LOCKABLE HANDLE FIRE DEPT NORMAL OPERATION EMERGENCY OPEN 12 13 12 13 SECURITY HARDWARE SPDT KEY SWITCH UNDER FLIP COVER WALL/SURFACE MOUNTED KEY SWITCH WITH STEEL FACEPLATE (MODEL 3502 AS MANUFACTURED BY KNOX COMPANY). LABEL BY MANUFACTURER NOTES: 1. THESE DETAILS ARE SCHEMATIC IN NATURE AND MAY NOT SHOW ALL EQUIPMENT OR CONNECTIONS REQUIRED. THEY ARE INTENDED TO ILLUSTRATE TYPICAL EQUIPMENT MOUNTING AND GENERAL CONDITIONS. 2. REFER TO THE RISER AND INTERCONNECT DIAGRAMS FOR ADDITIONAL INFORMATION. KEY NOTES: 1. PROVIDE NEMA 4X ENCLOSURE (36"x36"x12" MIN.). INCLUDE DOOR WITH CONTINUOUS HINGE, 3-POINT LATCH WITH PADLOCKABLE HANDLE, COORDINATE LOCK AND KEY REQUIREMENTS WITH AIRPORT SECURITY. PROVIDE INTERNAL MOUNTING PANEL, PAINT ENCLOSURE INTERIOR, AND EXTERIOR WHITE. REFER TO DETAIL 2 ON THIS SHEET. 2. BOND ALL METAL SUPPORTS AND EQUIPMENT TO THE NEW GROUNDING SYSTEM. 3. PROVIDE 72-PORT FIBER OPTIC TERMINATION ENCLOSURE FOR TERMINATION OF 36-STRAND SM FIBER OPTIC CABLE (FOC). TERMINATE INCOMING FIBER PROVIDED BY ELECTRICAL, REFER TO SHEETS E-203 AND E-204. 4. NETWORK SWITCH SHALL BE PROVIDED BY THE OWNER AND INSTALLED BY THE CONTRACTOR, COORDINATE WITH THE OWNER'S IT REPRESENTATIVE. 5. PROVIDE OUTDOOR UPS - ALPHA TECH INC., MODEL NO. ALPHA MICRO2000 OR APPROVED EQUAL. PROVIDE ALL NECESSARY CONDUIT AND CABLING TO CONNECT TO INCOMING POWER CIRCUITS BY DIV 26 (REFER TO ELECTRICAL DRAWINGS AND KEY NOTE 11). 6. PROVIDE ELECTRIC FAN/VENT, HOFFMAN MODEL NO. HN0400403 AND THERMOSTAT MODEL NO. THERM16F OR APPROVED EQUAL, CONNECTED TO SWITCHED 120-VAC NORMAL POWER CIRCUIT, REFER TO KEY NOTE 9. 7. PROVIDE 200-WATT HEATER, HOFFMAN MODEL NO. DAH12001A OR APPROVED EQUAL, CONNECTED TO 120-VAC NORMAL POWER (NON-UPS) SWITCHED CIRCUIT, REFER TO KEY NOTE 9. 8. PROVIDE 8-PORT SURGE SUPPRESSION DEVICE (DITEK MODEL DTK-WM8NETS OR APPROVED EQUAL), REFER TO DETAIL 3 ON SHEET T-504. 9. INCOMING 120 VAC CIRCUIT, 120 VAC SPD (DITEK MODEL DTK-120 OR APPROVED EQUAL), DUPLEX CONVENIENCE RECEPTACLE AND SINGLE POLE SWITCH FOR HEATER AND FAN CIRCUIT (BY DIV 26), REFER TO ELECTRICAL DRAWINGS. 10. SUPPORT AIR TERMINAL AND DOWN CONDUCTOR SIX (6) PLACES WITH THOMPSON NO. 240X OR EQUAL PERFECTION PIPE CLAMPS. INSTALL THOMPSON NO. 690X HORIZONTAL CONNECTOR OR EQUAL FOR BONDING DOWN CONDUCTOR TO AIR TERMINAL. 11. QUAD RECEPTACLE CONNECTED TO OUTPUT OF UPS (BY DIV 26), REFER TO ELECTRICAL DRAWINGS. 12. PROVIDE SPD WITHIN BASE OF CAMERA MOUNTING BRACKET OR NEAREST JUNCTION BOX. REFER TO SPD MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE PATH TO GROUND (LENGTH OF GROUND CONDUCTOR) SHALL BE SHORTER THAT THE LENGTH OF COMMUNICATIONS CABLE USED BETWEEN THE SPD AND THE PROTECTED EQUIPMENT (CAMERA). 13. SURFACE MOUNTED CONDUIT SHALL BE SECURED TO POLE WITH STAINLESS STEEL STRAPPING. CONDUIT SHALL BE SUPPORTED WITHIN 18-INCHES OF JUNCTION BOXES AND SUPPORTS SHALL NOT EXCEED 36-INCHES BETWEEN SUPPORTS. REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: SHEET NUMBER SHEET TITLE PROJECT NUMBER 1003-0070-005 NOT RELEASED FOR CONSTRUCTION PROFESSIONAL SEAL AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B WILMINGTON INTERNATIONAL AIRPORT RS&H Architects-Engineers-Planners, Inc. 1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos. 50073* *F-0493 *C-28 8/ 2 2 / 2 0 2 4 6 : 1 3 : 3 1 P M A u t o d e s k D o c s : / / 1 0 0 3 0 0 7 0 0 0 4 _ I L M T O 4 R d w y I n f I m p r o v D e s i g n / 1 0 0 3 0 0 7 0 0 0 4 _ I L M _ T O 4 E x i t P l a z a _ T _ R 2 4 . r v t DMS JAP 08/09/2024 RJF 100% DESIGN ADMIN BUILDING COMMUNICATIONS DETAILS T-503 NO. DESCRIPTION DATE 1 ADDENDUM #1 08/23/2024 1 1 1 1 1 1 1 1 SCALE:SCALE:SCALE: SCALE: SCALE: SCALE: CAT6 CABLE IN 3/4" C. TO IDF ROOM FIXED DOME CAMERA GYPSUM WALL SUSPENDED CEILING 8 PORT SURGE PROTECTION DEVICE (DITEK MODEL DTK-WM8NETS OR APPROVED EQUAL),REFER TO SPECIFICATIONS FOR SPARES TO BE PROVIDED TO AIRPORT MAINTENANCE. MODULAR SPD WITH RJ45 DATA CONNECTORS (COLOR DETERMINED BY MANUFACTURER) MOUNTING TAB GROUND TERMINAL, PROVIDE 14 AWG GROUND WIRE WITH GREEN JACKET TO GROUNDING SYSTEM, REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS. INPUT JACKS OUTPUT JACKS 2 PRCS NETWORK EQUIPMENT RACK UPS1 AIRPORT NETWORK EQUIPMENT RACK UPS 3 FIXED DOME - INTERIOR WALL NONE6 4 FIXED DOME - INTERIOR WALL NONE5 NONENONE TELECOM - SURGE PROTECTION DEVICE NONE FIXED 360° - EXTERIOR CORNER NONE NO. 6 COPPER GROUND WIRE TO PBB RACK MOUNTED BONDING BUSBAR (RBB), (COOPER BLINE SBHB119K OR APPROVED EQUAL) NO. 6 COPPER GROUND WIRES TO RBB ABOVE 2.2kVA UPS AND BATTERIES CATEGORY 6 PATCH CORDS ROUTED TO NETWORK SWITCH FOR UPS MONITORING. NO. 6 COPPER GROUND WIRE TO PBB RACK MOUNTED BONDING BUSBAR (RBB), (COOPER BLINE SBHB119K OR APPROVED EQUAL) HOT NEUTRAL GROUND 120 VAC, 20A CIRCUIT FROM UPS FOR POWER TO WALL MOUNTED SECURITY EQUIPMENT (BY DIV. 26). 12/3 TYPE "SO" CORD WITH NEMA 5-20P PLUG (HARD WIRED TO JUNCTION BOX) BY DIV. 26. 120 VAC POWER CIRCUITS FOR UPS BY DIV 26. REFER TO ELECTRICAL DRAWINGS FOR CIRCUIT IDENTIFICATION. RACK MOUNTED POWER DISTRIBUTION UNIT (TRIPP LITE MODEL RS1215-20 OR APPROVED EQUAL) RACK MOUNTED POWER DISTRIBUTION UNIT (TRIPP LITE MODEL RS1215-20 OR APPROVED EQUAL) NO. 6 COPPER GROUND WIRES TO RBB ABOVE 2.2kVA UPS AND BATTERIES CATEGORY 6 PATCH CORDS ROUTED TO NETWORK SWITCH FOR UPS MONITORING. 120 VAC POWER CIRCUITS FOR UPS BY DIV 26. REFER TO ELECTRICAL DRAWINGS FOR CIRCUIT IDENTIFICATION. RACK MOUNTED POWER DISTRIBUTION UNIT (TRIPP LITE MODEL RS1215-20 OR APPROVED EQUAL) RACK MOUNTED POWER DISTRIBUTION UNIT (TRIPP LITE MODEL RS1215-20 OR APPROVED EQUAL) BL K WH T GR N CEILING FIXED DOME CAMERA HOUSING INTERIOR WALL 3/4" C. WITH CAT6 TO CABLE LADDER 7'-6" AFF. DOUBLE-GANG J-BOX MOUNTED TO CEILING 3/4" FLEX C. WITH CAT6 (PoE) CABLE WALL CORNER MOUNT BRACKET TOP VIEW CORNER MOUNTING BRACKET CAT6 CABLE IN 3/4" C. TO IDF ROOM TRUE CEILING (INTERIOR) ANCHOR BOLTS MOUNTING ARM HOUSING MULTI-SENSOR PANORAMIC DOME CAMERA FLUSH MOUNTED DOUBLE-GANG BOX NOTES: 1. THESE DETAILS ARE SCHEMATIC IN NATURE AND MAY NOT SHOW ALL EQUIPMENT OR CONNECTIONS REQUIRED. THEY ARE INTENDED TO ILLUSTRATE TYPICAL EQUIPMENT LAYOUTS. 2. PROVIDE UPS UNITS WITH BATTERIES SUFFICIENT FOR TWENTY (20) MINUTES OF RUNTIME. REFER TO THE WRITTEN SPECIFICATIONS FOR ADDITIONAL INFORMATION. 3. THE FINAL MOUNTING LOCATION FOR EACH CAMERA SHALL BE DETERMINED BY THE OWNER AND AIRPORT SECURITY AS COORDINATED BY THE CONTRACTOR PRIOR TO INSTALLATION. REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: SHEET NUMBER SHEET TITLE PROJECT NUMBER 1003-0070-005 NOT RELEASED FOR CONSTRUCTION PROFESSIONAL SEAL AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B WILMINGTON INTERNATIONAL AIRPORT RS&H Architects-Engineers-Planners, Inc. 1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos. 50073* *F-0493 *C-28 8/ 8 / 2 0 2 4 4 : 5 2 : 1 4 P M A u t o d e s k D o c s : / / 1 0 0 3 0 0 7 0 0 0 4 _ I L M TO 4 R d w y I n f I m p r o v D e s i g n / 1 0 0 3 0 0 7 0 0 0 4 _ I L M _ T O 4 E x i t P l a z a _ T _ R 2 4 . r v t DMS JAP 08/09/2024 RJF 100% DESIGN ADMIN BUILDING COMMUNICATIONS DETAILS T-504 NO. DESCRIPTION DATE 08-09-2024 SCALE: N.T.S.SCALE: N.T.S.SCALE: N.T.S. SCALE: N.T.S. ISOMETRIC VIEWSIDE VIEW STRUCTURAL CEILING WIRE SUPPORT TILE BRIDGE T-CHANNEL TRIM PLATE ACCESS POINT TRIM PLATE CEILING TILE T-CHANNEL CEILING TILE TRIM PLATE TORSION SPRING TILE BRIDGE CEILING TILE ACCESS POINT ENCLOSURE 3/4" CONDUIT WITH CAT 6A (PLENUM RATED) TO IT ROOMDOUBLE-GANG JUNCTION BOX CAT 6 PATCH CABLE (PLENUM RATED) TERMINATE CABLES ON RJ45 MODULES, REFER TO DETAIL 5 ON SHEET T501 SECURITY POLE DETAIL - TYPICAL1 SECURITY POLE DETAIL - TEMPORARY LOCATIONS2 SECURITY POLE FOOTING - TYPICAL3 WAP MOUNTING DETAIL - SUSPENDED CEILING4 J-HOOK HEX NUT WASHER BASE PLATE 24" DIA. MIN. CONCRETE FOOTING, SONOTUBE FORM 3/4" J-BOLTS (PROVIDED BY MANUFACTURER) 3-1/2" EXPOSED MAX. COVER PLATE INTERCOM HORN WIRELESS ACCESS POINT (WAP) QUADVIEW /PTZ CAMERA LIGHT RING 360° LIGHT TWIST-LOCK RECEPTACLE W/ CAP COVER PLATE TWIST-LOCK RECEPTACLE W/ CAP FIXED SURVEILLANCE CAMERA 6" WIDE ACCESS DOOR 6" WIDE ACCESS DOOR 6" WIDE ACCESS DOOR HEX NUT WASHER FINISHED CONCRETE GROUNDING LUG INSIDE POLE COPPER CLAD STEEL GROUND ROD 3/4" X 10' COVER PLATE INTERCOM LIGHT RING TWIST-LOCK RECEPTACLE W/ CAP COVER PLATE TWIST-LOCK RECEPTACLE W/ CAP FIXED SURVEILLANCE CAMERA 6" WIDE ACCESS DOOR 6" WIDE ACCESS DOOR 6" WIDE ACCESS DOOR FINISHED CONCRETE GROUNDING LUG INSIDE POLE COPPER CLAD STEEL GROUND ROD 3/4" X 10' QUADVIEW /PTZ CAMERA ANCHORING HARDWARE INCLUDED: (4) 3/4"-10 x 17" x 3" J HOOKS, GALVANIZED (8) 3/4"-10 HEX NUTS, GALVANIZED (8) 2" O.D. WASHERS, GALVANIZED BASE PLATE DETAIL 2-3/64" 1-1/16" 15-3/4" SQUARE MIN. 24" MIN. 13" NOTE: DIMENSIONS ARE PROVIDED FOR CONTRACTOR INFORMATION ONLY, CONTRACTOR SHALL CONFIRM ACTUAL DIMENSIONS BASED ON APPROVED SUBMITTALS. BASIS OF DESIGN: THE BASIS OF DESIGN AS SHOWN IS SHUFFLE SECURITY POLE MANUFACTURED BY SCHRÉDER CORPORATION. PROVIDE SECURITY POLE WITH THE FOLLOWING MODULES AND FEATURES: INTEGRATED VIDEO INTERCOM, ALARM HORN, WIRELESS ACCESS POINT, QUAD (360°) VIEW CAMERA, LIGHT RING AND 360° LIGHT. COORDINATE ALL FEATURES AND FINISHES WITH THE OWNER. 4" ∅6-11/16" CONDUIT OPENING ∅16-45/64" BOLT CIRCLE 4" NOTE: ORDER SHUFFLE POLE WITH SAME CONFIGURATION AS OTHER LOCATIONS, REFER TO DETAIL 1 ON THIS SHEET. CONFIGURE POLE AS SHOWN BELOW FOR TEMPORARY INSTALLATION UNDER COVERED WALKWAY. CONTRACTOR STORE USED ACCESSORIES IN A SECURE LOCATION UNTIL POLE IS RELOCATED, AND RECONFIGURED FOR INSTALLATION IN ITS FINAL LOCATION. APPROX. 16'-9" EMERGENCY INFO 1 APPROX. 11'-4" EMERGENCY INFO 1 2 2 NOTES: 1. ALL EQUIPMENT, DEVICES AND CABLING SHALL BE NEW UNLESS OTHERWISE NOTED. 2. REFER TO COMMUNICATIONS INTERCONNECT AND RISER DIAGRAMS ON SHEET T-701 FOR ADDITIONAL INFORMATION. 3. DIMENSIONS PROVIDED ARE FOR CONTRACTOR INFORMATION ONLY, VERIFY ALL DIMENSIONS IN THE FIELD. KEY NOTES: 1. PROVIDE GROUNDING AS REQUIRED SO THAT THE IMPEDANCE TO GROUND OF EACH GROUND ROD DOES NOT EXCEED 25 OHMS PRIOR TO ESTABLISHING CONNECTIONS TO OTHER GROUND ELECTRODES. THE FALL-OF-POTENTIAL GROUND IMPEDANCE TEST SHALL BE USED, AS DESCRIBED BY AMERICAN NATIONAL STANDARDS INSTITUTE/INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS (ANSI/IEEE) STANDARD 81, TO VERIFY THIS REQUIREMENT. 2. FINAL OVERALL HEIGHT IS DEPENDENT UPON SELECTION OF COMPONENTS BY THE OWNER AND MAY VARY WITH THE APPROVED CONFIGURATION. REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: SHEET NUMBER SHEET TITLE PROJECT NUMBER 1003-0070-005 NOT RELEASED FOR CONSTRUCTION PROFESSIONAL SEAL AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B WILMINGTON INTERNATIONAL AIRPORT RS&H Architects-Engineers-Planners, Inc. 1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos. 50073* *F-0493 *C-28 8/ 8 / 2 0 2 4 4 : 5 2 : 1 4 P M A u t o d e s k D o c s : / / 1 0 0 3 0 0 7 0 0 0 4 _ I L M TO 4 R d w y I n f I m p r o v D e s i g n / 1 0 0 3 0 0 7 0 0 0 4 _ I L M _ T O 4 E x i t P l a z a _ T _ R 2 4 . r v t DMS JAP 08/09/2024 RJF 100% DESIGN ADMIN BUILDING COMMUNICATIONS DETAILS T-505 NO. DESCRIPTION DATE 08-09-2024 SCALE: SCALE: SCALE:SCALE:SCALE: SCALE: SCALE:SCALE: RACK MOUNTED MULTI PORT (UP TO 24 SURGE PROTECTION DEVICES) (DITEK MODEL DTK-RM24NETS) OR APPROVED EQUAL),REFER TO SPECIFICATIONS FOR SPARES TO BE PROVIDED TO AIRPORT MAINTENANCE. MODULAR SPD WITH RJ45 DATA CONNECTORS (COLOR DETERMINED BY MANUFACTURER) MOUNTING TAB GROUND TERMINAL, PROVIDE 14 AWG GROUND WIRE WITH GREEN JACKET TO GROUNDING SYSTEM, REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS. INPUT JACKS OUTPUT JACKS HOUSING 1 5 2 3 4 FIBER OPTIC PATCH PANEL6 7 8 MOUNTING BRACKET CAT6 CABLE IN 3/4" C. TO COMM ENCLOSURE CAMERA BACK BOX COLUMN SPD ADAPTER ADAPTER PENDANT EXTENSION PENDANT MOUNTING BRACKET BOTTOM OF STRUCTURE DOUBLE-GANG BOX (NEMA 3R) CAT6 CABLE IN 3/4" C. TO COMM ENCLOSURE SPD MULTI-SENSOR PANORAMIC DOME CAMERA 180-DEGREE DOME CAMERA MOUNTING BRACKET CAT6 CABLE IN 3/4" C. TO COMM ENCLOSURE CAMERA BACK BOX WITH CORNER MOUNTING ADAPTER COLUMN SPD ADAPTER FIXED DOME CAMERA SPD FIXED 180° - COLUMN MOUNTED NONE FIXED 360° - PENDANT MOUNTED NONE FIXED DOME - COLUMN MOUNTED NONE FIXED DOME - HARD CEILING NONE FIXED 360° - EXTERIOR CORNER NONE TELECOM OUTLET - T568B NONE TELECOM - SURGE PROTECTION DEVICE NONE AS R E Q U I R E D 12345678 1 2 3 4 5 6 7 8 WHITE WITH ORANGE ORANGE WHITE WITH GREEN BLUE WHITE WITH BLUE GREEN WHITE WITH BROWN BROWN PAIR 2 T568B PAIR 1 PAIR 4 PAIR 3 COMMUNICATIONS OUTLET WIRING NONE STAINLESS STEEL STRAPPING STAINLESS STEEL STRAPPING HARD CEILING TRUE CEILING FIXED DOME CAMERA MOUNTING BRACKET DOUBLE-GANG BACKBOX CAT6 CABLE IN C. TO COMM ENCLOSURE (REFER TO RISER DIAGRAM FOR SIZE) CAT6 (VIDEO\CONTROL\POE) WALL CORNER MOUNT BRACKET TOP VIEW CORNER MOUNTING BRACKET HARD CEILING (INTERIOR) CAT6 CABLE IN 3/4" C. TO NEXT CAMERA TRUE CEILING (INTERIOR) ANCHOR BOLTS MOUNTING ARM HOUSING MULTI-SENSOR PANORAMIC DOME CAMERA CAT6 CABLE IN C. TO NEXT CAMERA (REFER TO RISER DIAGRAM FOR SIZE) CAMERA BACK BOX WITH SPD 1 RU RACK MOUNTED FIBER OPTIC PATCH PANEL (CORNING CCH-01 OR APPROVED EQUAL). PROVIDE ADAPTER PANELS WITH LC CONNECTORS (QTY AS REQUIRED) FOR THE TERMINATION OF FIBER OPTIC CABLES. PROVIDE BLANK PANELS FOR ALL UNUSED SLOTS. NOTE: FOPP TO BE INSTALLED IN INTERIM WALKWAY IDF ROOM RACK. NOTES: 1. THESE DETAILS ARE SCHEMATIC IN NATURE AND MAY NOT SHOW ALL EQUIPMENT OR CONNECTIONS REQUIRED. THEY ARE INTENDED TO ILLUSTRATE TYPICAL EQUIPMENT MOUNTING AND GENERAL CONDITIONS. 2. REFER TO THE RISER AND INTERCONNECT DIAGRAMS FOR ADDITIONAL INFORMATION. THE FINAL MOUNTING LOCATION FOR EACH CAMERA SHALL BE DETERMINED BY THE OWNER AND AIRPORT SECURITY AS COORDINATED BY THE CONTRACTOR PRIOR TO INSTALLATION. REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: SHEET NUMBER SHEET TITLE PROJECT NUMBER 1003-0070-005 NOT RELEASED FOR CONSTRUCTION PROFESSIONAL SEAL AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B WILMINGTON INTERNATIONAL AIRPORT RS&H Architects-Engineers-Planners, Inc. 1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos. 50073* *F-0493 *C-28 8/ 8 / 2 0 2 4 4 : 0 6 : 4 1 P M A u t o d e s k D o c s : / / 1 0 0 3 0 0 7 0 0 0 4 _ I L M TO 4 R d w y I n f I m p r o v D e s i g n / 1 0 0 3 0 0 7 0 0 0 4 _ I L M _ T O 4 T e m p or a r y C a n o p y _ T _ R 2 4 . r v t DMS JAP 008/09/2024 RJF 100% DESIGN INTERIM CANOPY COMMUNICATIONS DETAILS T-561 NO. DESCRIPTION DATE 08-09-2024 NOTES 1. DEVICE IDENTIFIERS LISTED HEREIN ARE FOR CONTRACTOR REFERENCE AND INDICATE CAMERA DESIGNATION AS SHOWN ON THE COMMUNICATIONS FLOOR PLAN. FINAL IDENTIFIERS SYSTEM CONFIGURATION AND PROGRAMMING TO BE DETERMINED BY AIRPORT SECURITY AND THE OWNER'S IT REPRESENTATIVE. 2. ALL CABLES SHALL BE INSTALLED IN CONTINUOUS CONDUIT. 3. SCHEME TO BE USED FOR LABELING OUTLETS, CABLES AND PATCH PANELS SHALL BE COORDINATED WITH THE OWNER BY THE CONTRACTOR. 4. THE COMMUNICATIONS CONTRACTOR SHALL COORDINATE ALL WORK WITH ELECTRICAL (DIVISION 26) AND SECURITY (DIVISION 28) CONTRACTORS AND OTHER TRADES AS REQUIRED. 5. REFER TO SHEET T-561 FOR TYPICAL CAMERA MOUNTING DETAILS. 6. FINAL CAMERA LOCATIONS, FIELDS OF VIEW, MOUNTING HARDWARE, AND HOUSINGS TO BE REVIEWED AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 7. ALL CAMERA FIELDS OF VIEW SHALL BE REVIEWED AND APPROVED BY AIRPORT SECURITY DURING SYSTEM PROGRAMMING PRIOR TO FINAL ACCEPTANCE. 8. FINAL CAMERA MODELS AND LENS FOCAL LENGTHS TO BE FIELD VERIFIED BY THE CONTRACTOR AND REVIEWED AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 9. ALL DEVICES SHALL BE MOUNTED AND WIRED PER MANUFACTURER'S RECOMMENDATIONS. REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: SHEET NUMBER SHEET TITLE PROJECT NUMBER 1003-0070-005 NOT RELEASED FOR CONSTRUCTION PROFESSIONAL SEAL AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B WILMINGTON INTERNATIONAL AIRPORT RS&H Architects-Engineers-Planners, Inc. 1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos. 50073* *F-0493 *C-28 8/ 8 / 2 0 2 4 4 : 0 6 : 4 1 P M A u t o d e s k D o c s : / / 1 0 0 3 0 0 7 0 0 0 4 _ I L M TO 4 R d w y I n f I m p r o v D e s i g n / 1 0 0 3 0 0 7 0 0 0 4 _ I L M _ T O 4 T e m p or a r y C a n o p y _ T _ R 2 4 . r v t Author Checker 008/09/2024 Designer 100% DESIGN INTERIM CANOPY COMMUNICATIONS SCHEDULES T-661 SURVEILLANCE CAMERA SCHEDULE CAMERA NO. MANUFACTURER & MODEL DESCRIPTION LENS SHEET NO. LOCATION MOUNTING HEIGHT MOUNT HOUSING MOUNTING DETAIL EQUIPMENT ROOM C-001 AXIS P3268-LVE 8 MP FIXED 4.3–8.6 mm T161 TEMP. CURBSIDE 11' - 0" POLE EXTERIOR 2/T561 IDF 105 C-002 AXIS Q3819-PVE 20 MP - (4) 5 MP FIXED 5.9 mm T161 TEMP. CURBSIDE 9' - 0" POLE EXTERIOR 1/T561 IDF 105 C-003 AXIS Q3819-PVE 20 MP - (4) 5 MP FIXED 5.9 mm T161 TEMP. CURBSIDE 9' - 0" POLE EXTERIOR 1/T561 IDF 105 C-004 AXIS Q3819-PVE 20 MP - (4) 5 MP FIXED 5.9 mm T161 TEMP. CURBSIDE 9' - 0" POLE EXTERIOR 1/T561 IDF 105 C-005 AXIS Q3819-PVE 20 MP - (4) 5 MP FIXED 5.9 mm T161 TEMP. CURBSIDE 9' - 0" POLE EXTERIOR 1/T561 IDF 105 C-006 AXIS P3268-LVE 8 MP FIXED 4.3–8.6 mm T161 TEMP. CURBSIDE 11' - 0" POLE EXTERIOR 2/T561 IDF 105 C-007 AXIS P3268-LV 8 MP FIXED 4.3–8.6 mm T161 PEDESTRIAN WALKWAY 8' - 0" CEILING INTERIOR 3/T561 IDF 105 C-008 AXIS P3268-LV 8 MP FIXED 4.3–8.6 mm T161 PEDESTRIAN WALKWAY 8' - 0" CEILING INTERIOR 3/T561 IDF 105 C-009 AXIS P3268-LV 8 MP FIXED 4.3–8.6 mm T161 PEDESTRIAN WALKWAY 8' - 0" CEILING INTERIOR 3/T561 IDF 105 C-010 AXIS P3268-LV 8 MP FIXED 4.3–8.6 mm T161 PEDESTRIAN WALKWAY 8' - 0" CEILING INTERIOR 3/T561 IDF 105 C-011 AXIS P3268-LV 8 MP FIXED 4.3–8.6 mm T161 PEDESTRIAN WALKWAY 8' - 0" CEILING INTERIOR 3/T561 IDF 105 C-012 AXIS P3268-LV 8 MP FIXED 4.3–8.6 mm T161 PEDESTRIAN WALKWAY 8' - 0" CEILING INTERIOR 3/T561 IDF 105 C-013 AXIS P3268-LV 8 MP FIXED 4.3–8.6 mm T161 PEDESTRIAN WALKWAY 8' - 0" CEILING INTERIOR 3/T561 IDF 105 C-014 AXIS P3268-LVE 8 MP FIXED 4.3–8.6 mm T161 WALKWAY ENTRANCE 8' - 0" POLE EXTERIOR 2/T561 IDF 105 C-015 AXIS P3268-LVE 8 MP FIXED 4.3–8.6 mm T161 PEDESTRIAN WALKWAY 8' - 0" POLE EXTERIOR 2/T561 IDF 105 NO. DESCRIPTION DATE 08-09-2024 104A 105A 105B SPD E E C001 SPD E E C002 E C103 E C100B E C100A SPD E E C003 103A RECEPTION (100) (2) E OFFICE (104) OFFICE (105)IDF (103) (3) E (3) E (3) E (3) E (10) E (9) E (17) E 24 PORT COPP COMM ENCLOSURE (REFER TO DETAIL 1 ON SHEET T-503) FOPP UPS ONE (1) 12 STRAND SM FIBER AND ONE (1) 12 STRAND SM FIBER (BY CIVIL) FROM EXISTING TELECOM DUCT BANK, REFER TO SHEET E-205 FOPP PRCS NETWORKAIRPORT NETWORK (7) SPD ON SHELF SPD E E C006 SPD E E C005 100B 100C 100A (3) E (3) E (2) E A P WAP-100 A P SPD E E WAP-WEST A P SPD E E WAP-EAST IC TERMINATE IN BASE OF POLE CABLES ROUTED THROUGH INTERNAL RACEWAY SHUFFLE SECURITY POLE ONE (1) 36 STRAND SM FIBER IN 2" (BY ELECTRICAL) FROM EXISTING TELECOM DUCT BANK, REFER TO SHEET E-203 INFORMATION DISPLAY BUS SHELTER COMM ENCLOSURE (REFER TO DETAIL 1 ON SHEET T-503) IC TERMINATE IN BASE OF POLE CABLES ROUTED THROUGH INTERNAL RACEWAY SHUFFLE SECURITY POLE ONE (1) 36 STRAND SM FIBER IN 2" C. (BY ELECTRICAL) FROM EXISTING TELECOM DUCT BANK, REFER TO SHEET E-204 INFORMATION DISPLAY BUS SHELTER WEST BUS SHELTER INTERCONNECT DIAGRAM DDC 2 1 DDC 2 1 24 NWSW (POE+) EAST BUS SHELTER INTERCONNECT DIAGRAM EXIT PLAZA/ADMIN BUILDING INTERCONNECT DIAGRAM (4) E1 IN 1-1/2" C. (2) E1 IN 1" C. (4) E1 IN 1-1/2" C. (2) E1 IN 1" C. EE 120 VAC BY DIV 26 120 VAC BY DIV 26 RECEPTION (100) 1" C. OFFICE (104) OFFICE (105)IDF (103) AIRPORT NETWORK 1" C. 1" C. 3/4" C. EXIT PLAZA/ADMIN BUILDING RISER DIAGRAM JB 3/4" C 3/4" C C001 JB 3/4" C 3/4" C C002 3/4" C C103 3/4" C C100B 3/4" C C100A JB 3/4" C 3/4" C C003 103A 104A 105A 105B100B 100C 100A A P WAP-100 1" C. PRCS NETWORK CABLE TRAYCABLE LADDER CA B L E L A D D E R 1" C. 1" C. 1" C. 1" C. HHHHHHHHHHHHHH LANE 1LANE 2LANE 3LANE 4LANE 5LANE 6LANE 7 (2) 4" C. (BY CIVIL), REFER TO SHEET E-205 (2) 3" C. 3" C.3" C.3" C.3" C.3" C.3" C. VE R T I C A L C A B L E M A N A G E R 4 3 3 104B 104B (29) E, (4) E1 E (3) E 24 PORT COPP UPS 24 NWSW (POE+) (12) E (7) SPD ON SHELF 4" C. 3/4" C. 103W 103W 5 5 A B C D E F G 3/4" C. 3/4" C. 3/4" C. JB 3/4" C. 3/4" C. 3/4" C. G A B C D E F E E E EE E 1-1/4" C. 12" X 12" X 6" NEMA 3R JB SPD E E1 E002 SPD E E1 E003 SPD E E1 E001 SPD E E1 E005 SPD E E1 E004 SPD E E1 E009 SPD E E1 E008 SPD E E1 E007 SPD E E1 E006 3/4" C. (4) E1 (2) E1 (2) E1 6 6 6 6 NWSW (2) SPD (2) E FOPP X UPS (OWNER PROVIDED) 7 8 LOT F ENTRY PLAZA COMM ENCLOSURE 6-STRAND SM FIBER TO TERMINAL (BY ELECTRICAL), REFER TO SHEET E-201 NWSW (3) SPD POE INJECTOR E (2) E E FOPP X UPS UPS (OWNER PROVIDED) 7 7 8 MAIN ENTRY PLAZA COMM ENCLOSURE 6-STRAND SM FIBER TO TERMINAL (BY ELECTRICAL), REFER TO SHEET E-202 5 5 (BY ELECTRICAL) (BY ELECTRICAL) NOTES: 1. THIS DIAGRAM IS SCHEMATIC IN NATURE AND MAY NOT SHOW ALL CONDUIT, RACEWAY, JUNCTION BOXES, ELBOWS, BENDS OR TURNS REQUIRED. CONTRACTOR SHALL PROVIDE A COMPLETE RACEWAY SYSTEM AS REQUIRED. 2. ALL CONDUITS, JUNCTION BOXES, AND HAND HOLES SHALL BE PROVIDED BY THE CONTRACTOR UNLESS OTHERWISE NOTED. REFER TO RISER DIAGRAM FOR SIZES OF CONDUITS SHOWN. 3. COORDINATE ALL FINAL CAMERA, AND WAP LOCATIONS WITH THE OWNER PRIOR TO INSTALLATION. 4. COORDINATE RACEWAY ROUTING WITH ELECTRICAL AND OTHER TRADES AS REQUIRED PRIOR TO INSTALLATION. 5. REFER TO SHEET E-204 FOR NEW COMMUNICATIONS DUCT BANK. KEY NOTES: 1. REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR TERMINATION AND GROUNDING REQUIREMENTS. COORDINATE ALL WORK WITH THE ELECTRICAL AND CIVIL CONTRACTORS. 2. INFORMATION DISPLAYS SHALL BE CONTROLLED VIA IP ADDRESSABLE DIGITAL DISPLAY CONTROLLERS (DDC) COLOCATED WITH EACH DISPLAY. DDCS AND ASSOCIATED CABLING SHALL BE LOCATED IN A SECURE LOCATION AWAY FROM PUBLIC ACCESS. 3. IP ADDRESSABLE EMERGENCY (BLUE LIGHT) INTERCOM STATIONS SHALL BE MOUNTED TO SECURITY POLES. INTERCOM STATIONS SHALL BE PROGRAMMED TO CALL THE AIRPORT COMM CENTER. 4. TERMINATE SURFACE MOUNTED DATA OUTLET WITHIN WALL-MOUNTED ACS ENCLOSURE, COORDINATE INSTALLATION WITH THE DIVISION 28 SECURITY CONTRACTOR. 5. NETWORK SWITCHES SHALL BE OWNER FURNISHED AND CONTRACTOR INSTALLED. CONTRACTOR SHALL COORDINATE WITH THE OWNER'S IT REPRESENTATIVE. 6. PROVIDE OUTDOOR RATED GAMECHANGER UTP CABLE (MANUFACTURED BY PAIGE) TO LIGHT POLE MOUNTED CAMERA THROUGH UNDERGROUND CONDUIT PROVIDED BY ELECTRICAL, REFER TO SHEET T-100. 7. CONNECT SECURITY EQUIPMENT TO UPS POWER PROVIDED BY DIVISION 26. COORDINATE WITH THE ELECTRICAL CONTRACTOR. 8. FIBER OPTIC PATCH PANEL AND BACKBONE CABLE ARE PROVIDED BY THE ELECTRICAL CONTRACTOR. SHUTTLE BUS TRACKING: 1. CONTRACTOR SHALL PROVIDE A WEB-BASED COMMERCIAL TRANSPORTATION GPS TRACKING SOLUTION FOR REPORTING THE REAL-TIME LOCATION OF AIRPORT SHUTTLE BUSES AND OTHER FLEET VEHICLES. THE SYSTEM SHALL PROVIDE VEHICLE TRACKING, FLEET MANAGEMENT, AND ARRIVAL TIME UPDATES TO PASSENGERS AND OPERATIONS PERSONNEL. THE SYSTEM SHALL BE CAPABLE OF REPORTING THE REAL-TIME LOCATION OF SHUTTLES VIA AN IOS/ANDROID MOBILE APPLICATION AND ON- PREMISES INFORMATION DISPLAYS VIA WEB-BASED UPDATES PROVIDING CUSTOMIZABLE DATA SETS INCLUDING ETA’S, SPEED, GEOFENCE REPORTS, DRIVER BEHAVIOR, VEHICLE MAINTENANCE, AND OTHER CUSTOMIZABLE REPORTS. 2. SOLUTION SHALL HAVE THE FOLLOWING FEATURES: • ABILITY TO TRACK THE LIVE LOCATION OF A VEHICLE AND SEND ALERT NOTIFICATIONS. • SET MAINTENANCE SCHEDULES AND SEND DETAILED HEALTH DIAGNOSTICS REPORTS. • CONNECT WITH EXISTING HARDWARE. • TRACK THE BEHAVIOR OF DRIVERS TO REDUCE EXCESSIVE IDLING TIME & SAVE ON FUEL CHARGES. • OPTIMIZE ROUTES TO AVOID UNNECESSARY DELAYS IN REACHING A DESTINATION. 3. SHUTTLE ARRIVAL INFORMATION SHALL BE DISPLAYED ON THE INFORMATION DISPLAYS IN EACH PARKING LOT BUS SHELTER. CONTRACTOR SHALL ASSIST THE OWNER WITH ESTABLISHING AN ACCOUNT/LOGIN NECESSARY TO MANAGE THE SYSTEM FROM AN EXISTING AIRPORT WORKSTATION. 4. CONTRACTOR’S PROPOSAL SHALL INCLUDE ALL HARDWARE, LICENSES, AND STARTUP COSTS FOR THE FIRST YEAR’S OPERATION (THROUGH THE WARRANTY PERIOD) AND ONGOING ANNUAL COST IN INCREMENTS OF 1 YEAR, 3 YEARS, AND 5 YEARS. CABLE LEGEND ID DESCRIPTION DEVICE A B C D E F X 6-24 AWG SHIELDED 4-22 AWG UNSHIELDED 4-14 AWG UNSHIELDED 2-14 AWG UNSHIELDED 2-12 AWG SHIELDED CATEGORY 6 UTP 2-18 AWG UNSHIELDED SINGLE-MODE FIBER CARD READER (WIEGAND INTERFACE) MISC. INPUT (DPS/REX/TD) ANNUNCIATOR (HORN/STROBE) MISC. OUTPUT (LOCK) LENGTH < 100' MISC. OUTPUT (LOCK) LENGTH < 200' ETHERNET (VOICE/DATA/VIDEO) FIRE ALARM RELAY AND MICS. I/O FIBER OPTIC PATCH CABLE 2-24 AWG TWISTED PAIR, OVERALL SHIELD CARD READER (OSDP INTERFACE) E1 OUTDOOR RATED CATEGORY 6 UTP (GEL FILLED) ETHERNET (VOICE/DATA/VIDEO) REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: SHEET NUMBER SHEET TITLE PROJECT NUMBER 1003-0070-005 NOT RELEASED FOR CONSTRUCTION PROFESSIONAL SEAL AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B WILMINGTON INTERNATIONAL AIRPORT RS&H Architects-Engineers-Planners, Inc. 1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos. 50073* *F-0493 *C-28 8/ 2 2 / 2 0 2 4 6 : 1 3 : 3 4 P M A u t o d e s k D o c s : / / 1 0 0 3 0 0 7 0 0 0 4 _ I L M T O 4 R d w y I n f I m p r o v D e s i g n / 1 0 0 3 0 0 7 0 0 0 4 _ I L M _ T O 4 E x i t P l a z a _ T _ R 2 4 . r v t DMS JAP 08/09/2024 RJF 100% DESIGN ADMIN BUILDING AND BUS SHELTER COMMUNICATIONS DIAGRAMS T-701 WIRELESS ACCESS POINT (WAP) SCHEDULE ID NUMBER IDF ROOM CABLE TYPE CABLE COLOR CABLE DESCRIPTION DETAIL DESCRIPTION WAP-100 IDF 103 CAT6 BLUE (2) CAT6 WITH MALE RJ45 CONNECTOR 4/T505 PROVIDE UBIQUITI MODEL UAP-AC-HD INDOOR ACCESS POINT MOUNTING BRACKET AND HARDWARE FOR MOUNTING IN SUSPENDED CEILING. WAP-EAST EAST COMM ENCL CAT6 BLUE (1) CAT6 WITH MALE RJ45 CONNECTOR 1/T505 PROVIDE UBIQUITI MODEL U6-MESH OUTDOOR ACCESS POINT INTEGRATED INTO SECURITY POLE MODULE. CONTRACTOR SHALL COORDINATE WITH THE OWNER TO CONFIRM MODEL OF WAP TO BE PROVIDED PRIOR TO ORDERING. COORDINATE ORDERING/INSTALLATION REQUIREMENTS WITH THE POLE MANUFACTURER. WAP-WEST WEST COMM ENCL CAT6 BLUE (1) CAT6 WITH MALE RJ45 CONNECTOR 1/T505 PROVIDE UBIQUITI MODEL U6-MESH OUTDOOR ACCESS POINT INTEGRATED INTO SECURITY POLE MODULE. CONTRACTOR SHALL COORDINATE WITH THE OWNER TO CONFIRM MODEL OF WAP TO BE PROVIDED PRIOR TO ORDERING. COORDINATE ORDERING/INSTALLATION REQUIREMENTS WITH THE POLE MANUFACTURER. SURVEILLANCE CAMERA SCHEDULE CAMERA NO. MANUFACTURER & MODEL DESCRIPTION LENS SHEET NO. LOCATION MOUNTING HEIGHT MOUNT HOUSING MOUNTING DETAIL EQUIPMENT ROOM C001 AXIS P3737-PLE 20 MP - (4) 5 MP FIXED 3.2–8.1 mm T101 ADMIN BUILDING - SOUTHWEST CORNER 8'-6" CORNER EXTERIOR 4/T504 IDF 103 C002 AXIS P3737-PLE 20 MP - (4) 5 MP FIXED 3.2–8.1 mm T101 ADMIN BUILDING - NORTHWEST CORNER 9'-6" CORNER EXTERIOR 4/T504 IDF 103 C003 AXIS P3737-PLE 20 MP - (4) 5 MP FIXED 3.2–8.1 mm T101 ADMIN BUILDING - NORTHEAST CORNER 9'-6" CORNER EXTERIOR 4/T504 IDF 103 C005 AXIS P3737-PLE 20 MP - (4) 5 MP FIXED 3.2–8.1 mm T403 WEST BUS SHELTER - SECURITY POLE 13'-6" CEILING EXTERIOR 1/T505 WEST COMM ENCL. C006 AXIS P3737-PLE 20 MP - (4) 5 MP FIXED 3.2–8.1 mm T403 EAST BUS SHELTER - SECURITY POLE 13'-6" CEILING EXTERIOR 1/T505 EAST COMM ENCL. C100A AXIS P3268-LV 8 MP FIXED 3.9-10mm T101 RECEPTION (ROOM 100) 9'-0" WALL INTERIOR 5/T504 IDF 103 C100B AXIS P3268-LV 8 MP FIXED 3.9-10mm T101 RECEPTION (ROOM 100) 9'-0" WALL INTERIOR 5/T504 IDF 103 C103 AXIS P3268-LV 8 MP FIXED 3.9-10mm T101 IDF (ROOM 103)7'-6" WALL INTERIOR 6/T504 IDF 103 E001 AXIS P3268-LVE 8 MP FIXED 3.9-10mm T100 ENTRY LANES (ENTRY) 12'-0" POLE EXTERIOR 3/T503 MAIN ENTRY PLAZA COMM ENCL E002 AXIS P3268-LVE 8 MP FIXED 3.9-10mm T100 ENTRY LANES (ENTRY) 12'-0" POLE EXTERIOR 3/T503 MAIN ENTRY PLAZA COMM ENCL E003 AXIS Q6135-LE 2MP PTZ - 32X ZOOM 4.3-137.6 mm T100 LOT A 12'-0" POLE EXTERIOR 4/T503 MAIN ENTRY PLAZA COMM ENCL E004 AXIS P3268-LVE 8 MP FIXED 3.9-10mm T100 ENTRY LANES (ENTRY) 12'-0" POLE EXTERIOR 3/T503 LOT F ENTRY PLAZA COMM ENCL E005 AXIS P3268-LVE 8 MP FIXED 3.9-10mm T100 ENTRY LANES (ENTRY) 12'-0" POLE EXTERIOR 3/T503 LOT F ENTRY PLAZA COMM ENCL E006 AXIS P3268-LVE 8 MP FIXED 3.9-10mm T100 EXIT LANES (ENTRY)12'-0" POLE EXTERIOR 3/T503 IDF 103 E007 AXIS P3268-LVE 8 MP FIXED 3.9-10mm T100 EXIT LANES (ENTRY)12'-0" POLE EXTERIOR 3/T503 IDF 103 E008 AXIS P3268-LVE 8 MP FIXED 3.9-10mm T100 ENTRY LANES (EXIT)12'-0" POLE EXTERIOR 3/T503 IDF 103 E009 AXIS P3268-LVE 8 MP FIXED 3.9-10mm T100 ENTRY LANES (EXIT)12'-0" POLE EXTERIOR 3/T503 IDF 103 NO. DESCRIPTION DATE 1 ADDENDUM #1 08/23/2024 1 1 1 1 1 1 1 JB C-004 JB C-002JB C-005 JB C-001JB C-003 JB C-007 JB C-008 JB C-009 JB C-010 JB C-015 JB C-012 JB C-013 JB C-011 JB C-014 JB W/T JB 16"x16"x6" NEMA 3R 2" C. 16"x16"x6" NEMA 3R 2" C. 2" C. (BY ELECTRICAL)TO EXISTING DUCT BANK, REFER TO SHEET E-204 JB C-006 1-1/4" C.3/4" C. 3/4" C. 3/4" C.1" C.1" C.1-1/4" C. 3/4" C.3/4" C. 3/4" C. 3/4" C. 3/4" C.1-1/2" C.12"x12"x6" NEMA 3R JB 1" C. 1-1/2" C.1-1/2" C. CURBSIDE CANOPY S S AREA 2 ( 12 SPEAKERS) SS AREA 2 ( 22 SPEAKERS) 3/4" C. 3/4" C. TYP. 3/4" C. 3/4" C. 3/4" C. TYP. 3/4" C. L L AREA 1 (6 SPEAKERS) L L AREA 3 (12 SPEAKERS) 3/4" C. TYP. PA TERMINATION CABINET (2) 3" C. (2) WALL- MOUNTED EQUIMENT RACKS IDF ROOM 105 1-1/4" C. BLUE LIGHT INTERCOM POLE3 2 2 3/4" C. TYP. 2 2 5 5 12"x12"x6" NEMA 3R JB 12"x12"x6" NEMA 3R JB 3/4" C.3/4" C. JB 12"x12"x6" NEMA 3R 3/4" C. SPD E E C-004 SPD E E C-002 SPD E E C-005 SPD E E C-001 SPD E E C-003 SPD E E C-007 SPD E E C-008 SPD E E C-009 SPD E E C-010 SPD E E C-015 SPD E E C-012 SPD E E C-013 SPD E E C-011 SPD E E C-014 RACK-MOUNTED SPD NWSW (18) E (7) E (8) E FOPP X AUDIO OVER FIBER 2-18 AWG X 6 SM (BY ELECTRICAL)TO EXISTING DUCT BANK, REFER TO SHEET E-204 PAGING AMPLIFIERS SPD E E C-006 L L AREA 1 (6 SPEAKERS) L L AREA 3 (12 SPEAKERS) AREA 2 ( 34 SPEAKERS) 2-16 AWG TYP. 2-16 AWG 2-16 AWG SS 2 2-16 AWG TYP.2 2-16 AWG TYP.2 BLUE LIGHT INTERCOM POLE 3 (3) E1 444 4 44 4 NOTES: 1. THIS DIAGRAM IS SCHEMATIC IN NATURE AND MAY NOT SHOW ALL CONDUIT, RACEWAY, JUNCTION BOXES, ELBOWS, BENDS OR TURNS REQUIRED. CONTRACTOR SHALL PROVIDE A COMPLETE RACEWAY SYSTEM AS REQUIRED. 2. ALL CONDUITS, JUNCTION BOXES, AND HAND HOLES SHALL BE PROVIDED BY THE CONTRACTOR UNLESS OTHERWISE NOTED. REFER TO RISER DIAGRAM FOR SIZES OF CONDUITS SHOWN. 3. COORDINATE ALL FINAL CAMERA, AND SPEAKER LOCATIONS WITH THE OWNER PRIOR TO INSTALLATION. 4. COORDINATE RACEWAY ROUTING WITH ELECTRICAL AND OTHER TRADES AS REQUIRED PRIOR TO INSTALLATION. 5. REFER TO SHEET E-204 FOR NEW COMMUNICATIONS DUCT BANK. KEY NOTES: 1. PROVIDE AUDIO OVER FIBER CONVERTERS (MODEL SESCOM MODEL SES-X-FA2LRL01 TX/RX PAIR OR APPROVED EQUAL) FOR INPUT SIGNAL FROM THE EXISTING TERMINAL PAGING SYSTEM. CONTRACTOR SHALL COORDINATE WITH THE OWNER’S IT REPRESENTATIVE THE INSTALLATION OF THE AUDIO OVER FIBER CONVERTER TX/RX PAIR AND CONNECTIONS TO THE EXISTING PAGING SYSTEM. 2. THE INDICATED CONNECTION IS ONE OF AN IN-LINE SERIES (DAISY CHAINED).REFER TO THE QUANTITY OF ITEMS NOTED IN EACH INSTANCE FOR THE NUMBER OF OCCURRENCES. 3. PROVIDE TEMPORARY SECURITY INTERCOM POLE, REFER TO DETAIL 2 ON SHEET T-505. 4. CABLE DISTANCE TO THE INDICATED CAMERA MAY EXCEEDED THE MAXIMUM ALLOWABLE DISTANCE FOR STANDARD UTP CABLE. CONTRACTOR SHALL CONFIRM ACTUAL CABLE DISTANCE IN THE FIELD DURING CONSTRUCTION AND PROVIDE GAMECHANGER UTP CABLE (MANUFACTURED BY PAIGE) TO CAMERAS EXCEEDING THE MAXIMUM ALLOWABLE DISTANCE (295 FT.) FOR HORIZONTAL CABLE. 5. COORDINATE LOCATION OF JUNCTION BOX WITH ACCESS PANEL IN CORRIDOR CEILING, REFER TO ARECITECTURAL PLANS. REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: SHEET NUMBER SHEET TITLE PROJECT NUMBER 1003-0070-005 NOT RELEASED FOR CONSTRUCTION PROFESSIONAL SEAL AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B WILMINGTON INTERNATIONAL AIRPORT RS&H Architects-Engineers-Planners, Inc. 1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos. 50073* *F-0493 *C-28 8/ 8 / 2 0 2 4 4 : 0 6 : 4 3 P M A u t o d e s k D o c s : / / 1 0 0 3 0 0 7 0 0 0 4 _ I L M TO 4 R d w y I n f I m p r o v D e s i g n / 1 0 0 3 0 0 7 0 0 0 4 _ I L M _ T O 4 T e m p or a r y C a n o p y _ T _ R 2 4 . r v t Author Checker 008/09/2024 Designer 100% DESIGN INTERIM CANOPY COMMUNICATIONS DIAGRAMS T-761 SCALE: 1" = 30'-0"1 COMMUNICATIONS RISER DIAGRAM SCALE: 1" = 30'-0"2 COMMUNICATIONS INTERCONNECT DIAGRAM NO. DESCRIPTION DATE 08-09-2024 NOTES: 1. IMAGES PRESENTED ON THIS SHEET ARE FOR INFORMATION ONLY. THESE IMAGES REPRESENT AN APPROXIMATION OF THE PROPOSED VIEW FOR THE SURVEILLANCE CAMERAS AS SHOWN ON THE FLOOR PLANS. NOTE THAT THE IMAGES GENERATED ARE TAKEN FROM AN IN-PROGRESS 3D MODEL ENVIRONMENT AND THEREFORE MAY NOT BE FULLY DEVELOPED OR MAY HAVE ELEMENTS THAT DO NOT ACCURATELY REPRESENT THE PHYSICAL WORLD OR THE EQUIPMENT OR FIXTURES TO BE PROVIDED. FOR THAT REASON, THESE IMAGES SHOULD BE VIEWED ONLY AS A GENERAL GUIDE AS TO THE AVAILABLE FIELD OF VIEW FOR EACH CAMERA. THE ACTUAL FIELD OF VIEW SHALL BE DETERMINED BY THE INSTALLER AND THE OWNER'S SECURITY REPRESENTATIVE DURING CAMERA INSTALLATION AND COMMISSIONING. 2. NOTE THAT CERTAIN VIEWS FROM MULTI-SENSOR CAMERAS HAVE BEEN OMITTED AS THE VIEW CANNOT BE RENDERED WITHIN THE MODEL ENVIRONMENT. ALL IMAGERS SHALL BE INTEGRATED INTO THE AIRPORT'S SURVEILLANCE SYSTEM AND FIELDS OF VIEW REVIEWED AND APPROVED BY THE OWNER'S SECURITY REPRESENTATIVE. REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: SHEET NUMBER SHEET TITLE PROJECT NUMBER 1003-0070-005 NOT RELEASED FOR CONSTRUCTION PROFESSIONAL SEAL AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B WILMINGTON INTERNATIONAL AIRPORT RS&H Architects-Engineers-Planners, Inc. 1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos. 50073* *F-0493 *C-28 8/ 8 / 2 0 2 4 4 : 5 8 : 1 7 P M A u t o d e s k D o c s : / / 1 0 0 3 0 0 7 0 0 0 4 _ I L M TO 4 R d w y I n f I m p r o v D e s i g n / 1 0 0 3 0 0 7 0 0 0 4 _ I L M _ T O 4 E x i t P l a z a _ T _ R 2 4 . r v t DMS JAP 08/09/2024 RJF 100% DESIGN ADMIN BUILDING PROPOSED CAMERA VIEWS T-801 SCALE: N.T.S.1 C001-FOV 1 SCALE: N.T.S.2 C001-FOV 2 SCALE: N.T.S.3 C001-FOV 3 SCALE: N.T.S.4 C001-FOV 4 SCALE: N.T.S.5 C002-FOV 1 SCALE: N.T.S.6 C002-FOV 2 SCALE: N.T.S.7 C002-FOV 3 SCALE: N.T.S.8 C002-FOV 4 SCALE: N.T.S.9 C003-FOV 1 SCALE: N.T.S.10 C003-FOV 2 SCALE: N.T.S.11 C003-FOV 3 SCALE: N.T.S.12 C003-FOV 4 SCALE: N.T.S.13 C100A SCALE: N.T.S.14 C100B SCALE: N.T.S.15 C103 NO. DESCRIPTION DATE 08-09-2024 NOTES: 1. IMAGES PRESENTED ON THIS SHEET ARE FOR INFORMATION ONLY. THESE IMAGES REPRESENT AN APPROXIMATION OF THE PROPOSED VIEW FOR THE SURVEILLANCE CAMERAS AS SHOWN ON THE FLOOR PLANS. NOTE THAT THE IMAGES GENERATED ARE TAKEN FROM AN IN-PROGRESS 3D MODEL ENVIRONMENT AND THEREFORE MAY NOT BE FULLY DEVELOPED OR MAY HAVE ELEMENTS THAT DO NOT ACCURATELY REPRESENT THE PHYSICAL WORLD OR THE EQUIPMENT OR FIXTURES TO BE PROVIDED. FOR THAT REASON, THESE IMAGES SHOULD BE VIEWED ONLY AS A GENERAL GUIDE AS TO THE AVAILABLE FIELD OF VIEW FOR EACH CAMERA. THE ACTUAL FIELD OF VIEW SHALL BE DETERMINED BY THE INSTALLER AND THE OWNER'S SECURITY REPRESENTATIVE DURING CAMERA INSTALLATION AND COMMISSIONING. 2. NOTE THAT CERTAIN VIEWS FROM MULTI-SENSOR CAMERAS HAVE BEEN OMITTED AS THE VIEW CANNOT BE RENDERED WITHIN THE MODEL ENVIRONMENT. ALL IMAGERS SHALL BE INTEGRATED INTO THE AIRPORT'S SURVEILLANCE SYSTEM AND FIELDS OF VIEW REVIEWED AND APPROVED BY THE OWNER'S SECURITY REPRESENTATIVE. REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: SHEET NUMBER SHEET TITLE PROJECT NUMBER 1003-0070-005 NOT RELEASED FOR CONSTRUCTION PROFESSIONAL SEAL AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B WILMINGTON INTERNATIONAL AIRPORT RS&H Architects-Engineers-Planners, Inc. 1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos. 50073* *F-0493 *C-28 8/ 8 / 2 0 2 4 5 : 0 1 : 1 5 P M A u t o d e s k D o c s : / / 1 0 0 3 0 0 7 0 0 0 4 _ I L M TO 4 R d w y I n f I m p r o v D e s i g n / 1 0 0 3 0 0 7 0 0 0 4 _ I L M _ T O 4 E x i t P l a z a _ T _ R 2 4 . r v t DMS JAP 08/09/2024 RJF 100% DESIGN ADMIN BUILDING PROPOSED CAMERA VIEWS T-802 SCALE: N.T.S.1 C004-FOV 1 SCALE: N.T.S.2 C004-FOV 2 SCALE: N.T.S.3 C004-FOV 3 SCALE: N.T.S.4 C004-FOV 4 SCALE: N.T.S.5 C005-FOV 1 SCALE: N.T.S.6 C005-FOV 2 SCALE: N.T.S.7 C005-FOV 3 SCALE: N.T.S.8 C005-FOV 4 NO. DESCRIPTION DATE 08-09-2024 NOTES: 1. IMAGES PRESENTED ON THIS SHEET ARE FOR INFORMATION ONLY. THESE IMAGES REPRESENT AN APPROXIMATION OF THE PROPOSED VIEW FOR THE SURVEILLANCE CAMERAS AS SHOWN ON THE FLOOR PLANS. NOTE THAT THE IMAGES GENERATED ARE TAKEN FROM AN IN-PROGRESS 3D MODEL ENVIRONMENT AND THEREFORE MAY NOT BE FULLY DEVELOPED OR MAY HAVE ELEMENTS THAT DO NOT ACCURATELY REPRESENT THE PHYSICAL WORLD OR THE EQUIPMENT OR FIXTURES TO BE PROVIDED. FOR THAT REASON, THESE IMAGES SHOULD BE VIEWED ONLY AS A GENERAL GUIDE AS TO THE AVAILABLE FIELD OF VIEW FOR EACH CAMERA. THE ACTUAL FIELD OF VIEW SHALL BE DETERMINED BY THE INSTALLER AND THE OWNER'S SECURITY REPRESENTATIVE DURING CAMERA INSTALLATION AND COMMISSIONING. 2. NOTE THAT CERTAIN VIEWS FROM MULTI-SENSOR CAMERAS HAVE BEEN OMITTED AS THE VIEW CANNOT BE RENDERED WITHIN THE MODEL ENVIRONMENT. ALL IMAGERS SHALL BE INTEGRATED INTO THE AIRPORT'S SURVEILLANCE SYSTEM AND FIELDS OF VIEW REVIEWED AND APPROVED BY THE OWNER'S SECURITY REPRESENTATIVE. REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: SHEET NUMBER SHEET TITLE PROJECT NUMBER 1003-0070-005 NOT RELEASED FOR CONSTRUCTION PROFESSIONAL SEAL AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B WILMINGTON INTERNATIONAL AIRPORT RS&H Architects-Engineers-Planners, Inc. 1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos. 50073* *F-0493 *C-28 8/ 8 / 2 0 2 4 4 : 1 3 : 0 9 P M A u t o d e s k D o c s : / / 1 0 0 3 0 0 7 0 0 0 4 _ I L M TO 4 R d w y I n f I m p r o v D e s i g n / 1 0 0 3 0 0 7 0 0 0 4 _ I L M _ T O 4 T e m p or a r y C a n o p y _ T _ R 2 4 . r v t DMS JAP 008/09/2024 RJF 100% DESIGN INTERIM CANOPY PROPOSED CAMERA VIEWS T-861 SCALE: N.T.S.1 C-001 (TEMP CURBSIDE) SCALE: N.T.S.5 C-002-FOV 1 (TEMP CURBSIDE) SCALE: N.T.S.4 C-002-FOV 2 (TEMP CURBSIDE) SCALE: N.T.S.3 C-002-FOV 3 (TEMP CURBSIDE) SCALE: N.T.S.2 C-002-FOV 4 (TEMP CURBSIDE) SCALE: N.T.S.6 C-003-FOV 4 (TEMP CURBSIDE) SCALE: N.T.S.7 C-003-FOV 3 (TEMP CURBSIDE) SCALE: N.T.S.8 C-003-FOV 2 (TEMP CURBSIDE) SCALE: N.T.S.9 C-003-FOV 1 (TEMP CURBSIDE) SCALE: N.T.S.10 C-004-FOV 4 (TEMP CURBSIDE) SCALE: N.T.S.11 C-004-FOV 3 (TEMP CURBSIDE) SCALE: N.T.S.12 C-004-FOV 2 (TEMP CURBSIDE) SCALE: N.T.S.14 C-005-FOV 1 (TEMP CURBSIDE) SCALE: N.T.S.15 C-005-FOV 2 (TEMP CURBSIDE) SCALE: N.T.S.16 C-005-FOV 3 (TEMP CURBSIDE) SCALE: N.T.S.17 C-005-FOV 4 (TEMP CURBSIDE) SCALE: N.T.S.13 C-004-FOV 1 (TEMP CURBSIDE) NO. DESCRIPTION DATE 08-09-2024 NOTES: 1. IMAGES PRESENTED ON THIS SHEET ARE FOR INFORMATION ONLY. THESE IMAGES REPRESENT AN APPROXIMATION OF THE PROPOSED VIEW FOR THE SURVEILLANCE CAMERAS AS SHOWN ON THE FLOOR PLANS. NOTE THAT THE IMAGES GENERATED ARE TAKEN FROM AN IN-PROGRESS 3D MODEL ENVIRONMENT AND THEREFORE MAY NOT BE FULLY DEVELOPED OR MAY HAVE ELEMENTS THAT DO NOT ACCURATELY REPRESENT THE PHYSICAL WORLD OR THE EQUIPMENT OR FIXTURES TO BE PROVIDED. FOR THAT REASON, THESE IMAGES SHOULD BE VIEWED ONLY AS A GENERAL GUIDE AS TO THE AVAILABLE FIELD OF VIEW FOR EACH CAMERA. THE ACTUAL FIELD OF VIEW SHALL BE DETERMINED BY THE INSTALLER AND THE OWNER'S SECURITY REPRESENTATIVE DURING CAMERA INSTALLATION AND COMMISSIONING. 2. NOTE THAT CERTAIN VIEWS FROM MULTI-SENSOR CAMERAS HAVE BEEN OMITTED AS THE VIEW CANNOT BE RENDERED WITHIN THE MODEL ENVIRONMENT. ALL IMAGERS SHALL BE INTEGRATED INTO THE AIRPORT'S SURVEILLANCE SYSTEM AND FIELDS OF VIEW REVIEWED AND APPROVED BY THE OWNER'S SECURITY REPRESENTATIVE. REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: SHEET NUMBER SHEET TITLE PROJECT NUMBER 1003-0070-005 NOT RELEASED FOR CONSTRUCTION PROFESSIONAL SEAL AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B WILMINGTON INTERNATIONAL AIRPORT RS&H Architects-Engineers-Planners, Inc. 1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos. 50073* *F-0493 *C-28 8/ 8 / 2 0 2 4 4 : 1 6 : 5 4 P M A u t o d e s k D o c s : / / 1 0 0 3 0 0 7 0 0 0 4 _ I L M TO 4 R d w y I n f I m p r o v D e s i g n / 1 0 0 3 0 0 7 0 0 0 4 _ I L M _ T O 4 T e m p or a r y C a n o p y _ T _ R 2 4 . r v t DMS JAP 008/09/2024 RJF 100% DESIGN INTERIM CANOPY PROPOSED CAMERA VIEWS T-862 SCALE: N.T.S.1 C-006 (TEMP CURBSIDE) SCALE: N.T.S.2 C-007 (PED. WALKWAY) SCALE: N.T.S.3 C-008 (PED. WALKWAY) SCALE: N.T.S.4 C-009 (PED. WALKWAY) SCALE: N.T.S.5 C-010 (PED. WALKWAY) SCALE: N.T.S.6 C-011 (PED. WALKWAY) SCALE: N.T.S.7 C-012 (PED. WALKWAY) SCALE: N.T.S.8 C-013 (PED. WALKWAY) SCALE: N.T.S.9 C-015 (PED. WALKWAY) SCALE: N.T.S.10 C-014 (WALKWAY ENT.) (CORRIDOR MODE)(CORRIDOR MODE)(CORRIDOR MODE) (CORRIDOR MODE)(CORRIDOR MODE)(CORRIDOR MODE) NO. DESCRIPTION DATE 08-09-2024 CR EL DPS SECURITY ABBREVIATIONS GENERAL NOTESSECURITY SYMBOLS 1. CONTRACTOR SHALL FIELD VERIFY ALL NEW DEVICE AND EQUIPMENT LOCATIONS PRIOR TO THE START OF INSTALLATION. ANY CONFLICTS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER. 2. MINIMUM CONDUIT SIZE SHALL BE 3/4" WITH THE EXCEPTION OF "DROP CONDUITS" AT DOOR LOCATIONS, WHICH MAY BE 1/2". ALL CONDUITS SHALL BE EMT: EXCEPTIONS INCLUDE: A. GRS FOR EXTERIOR AREAS B. RS FOR AREAS ACCESSIBLE TO THE PUBLIC C. PVC FOR BURIED OR CAST-IN-PLACE CONDUITS D. FLEXIBLE CONDUIT FOR CONCEALED DROPS TO DEVICES AND WHERE APPROVED BY THE OWNER. 3. CONDUIT FILL SHALL NOT EXCEED 40%. INSTALLATION OF CONDUIT AND WIRING SHALL BE IN COMPLIANCE WITH NATIONAL ELECTRICAL CODE (NEC). ALL WIRING SHALL BE HOMERUN, UNLESS OTHERWISE NOTED. ANY SPLICES MUST BE APPROVED BY THE DESIGNER. 4. CONTRACTOR SHALL COORDINATE THE ROUTING AND LOCATION OF SECURITY CONDUITS WITH THE ELECTRICAL CONTRACTOR AND OTHER TRADES. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT LINE VOLTAGE (120V AND ABOVE) POWER CONDUCTORS ARE NOT ROUTED WITHIN 12 INCHES OF COMMUNICATIONS WIRING. 6. ALL CONDUCTORS SHALL BE COLOR CODED AND TAGGED AS INDICATED ON DRAWINGS, DESCRIBED IN THE WRITTEN SPECIFICATIONS AND APPROVED BY THE OWNER. 7. COORDINATE WORK WITH OTHER TRADES AND CONFIRM FINAL MOUNTING LOCATION FOR NEW AND RELOCATED EQUIPMENT WITH THE OWNER PRIOR TO INSTALLATION. 8. CONTRACTOR SHALL FOLLOW MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES FOR ALL EQUIPMENT. UNLESS OTHERWISE NOTED, ALL MATERIALS SHALL BE NEW AND UNUSED. 9. ALL RACEWAY, CONDUIT AND JUNCTION BOXES SHALL BE NEW AND INSTALLED WITH PULL STRING. REUSE OF EXISTING CONDUITS MUST BE APPROVED BY THE OWNER. 10. CONDUITS PENETRATING FIRE RATED WALLS OR FLOORS SHALL USE APPROVED U.L. DEVICES IN ORDER TO MAINTAIN FIRE RATING OF THE WALL OR FLOOR. 11. ALL SECURITY CABLING SHALL BE INSTALLED IN DEDICATED CONDUIT. 12. MAINTAIN MINIMUM BENDING RADII FOR ALL CABLES ACCORDING TO THE CABLE MANUFACTURER AND PER BICSI AND ANSI/TIA STANDARDS. 13. ALL WIRING, CABLING AND CONDUCTORS SHALL BE NEW UNLESS REUSE OF EXISTING IS APPROVED BY THE OWNER. 14. ALL WORK SHALL BE CLOSELY COORDINATED WITH THE OWNER. ANY WORK AFFECTING AIRPORT OPERATIONS, TSA OR TENANTS MUST BE SCHEDULED IN ADVANCE AND PRE-APPROVED BY THE OWNER. 15. IF EXISTING EQUIPMENT MUST BE DECOMMISSIONED, THE CONTRACTOR MUST COORDINATE WITH THE OWNER TO PROPERLY SHUT DOWN EQUIPMENT PRIOR TO DISCONNECTING. CONTRACTOR MUST PROPERLY STORE EQUIPMENT ON SITE AT AN AREA DESIGNATED BY THE OWNER UNTIL THE EQUIPMENT IS REINSTALLED OR CONVEYED TO THE OWNER UPON COMPLETION OF THE PROJECT. 16. ALL OUTLET BOXES MUST BE MIN. 4" WIDE BY 4" HIGH BY 2 1/2" DEEP WITH SINGLE GANG MUD RING. 17. ACCESS CONTROL SYSTEM CONDUCTORS SHALL BE SHIELDED COPPER AND MINIMUM OF 18 AWG, UNLESS OTHERWISE NOTED. SECURITY CONDUCTORS MUST NOT SHARE CONDUIT WITH CONDUCTORS OF OTHER TRADES. CARD READER [ACCESS CONTROL]. SEE SPECIFICATION DIVISION 28 FOR ADDITIONAL INFORMATION. ELECTRONIC LOCK [ACCESS CONTROL]. SEE SPECIFICATION DIVISION 8 FOR ADDITIONAL INFORMATION. DOOR POSITION SWITCH [ACCESS CONTROL]. SEE SPECIFICATION DIVISION 28 FOR ADDITIONAL INFORMATION. PT POWER TRANSFER [ACCESS CONTROL]. SEE SPECIFICATION DIVISION 8 FOR ADDITIONAL INFORMATION. SECURITY CONTROL PANEL [ACCESS CONTROL]. SEE SPECIFICATION DIVISION 28 FOR ADDITIONAL INFORMATION. CABLE LEGEND ID DESCRIPTION DEVICE A B C D E F T X 6-24 AWG SHIELDED 4-22 AWG UNSHIELDED 4-14 AWG UNSHIELDED 2-14 AWG UNSHIELDED 2-12 AWG SHIELDED CATEGORY 6 UTP 2-18 AWG UNSHIELDED RG-6/U COAX SINGLE-MODE FIBER CARD READER (WIEGAND INTERFACE) MISC. INPUT (DPS/REX/TD) ANNUNCIATOR (HORN/STROBE) MISC. OUTPUT (LOCK) LENGTH < 100' MISC. OUTPUT (LOCK) LENGTH < 200' ETHERNET (VOICE/DATA/VIDEO) FIRE ALARM RELAY AND MICS. I/O CABLE TELEVISION FIBER OPTIC PATCH CABLE 2-24 AWG TWISTED PAIR, OVERALL SHIELD CARD READER (OSDP INTERFACE) R 2-24 AWG TWISTED PAIR, OVERALL SHIELD RS-485 COMMUNICATIONS E1 OURDOOR RATED CATEGORY 6 UTP (GEL FILLED) ETHERNET (VOICE/DATA/VIDEO) REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: SHEET NUMBER SHEET TITLE PROJECT NUMBER 1003-0070-005 NOT RELEASED FOR CONSTRUCTION PROFESSIONAL SEAL AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B WILMINGTON INTERNATIONAL AIRPORT RS&H Architects-Engineers-Planners, Inc. 1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos. 50073* *F-0493 *C-28 WARNING: This record contains Sensitive Security Information that is controlled under 49 CFR parts 15 and 1520. No part of this record may be disclosed to persons without a “need to know,” as defined in 49 CFR parts 15 and 1520, except with the written permission of the Administrator of the Transportation Security Administration or the Secretary of Transportation. Unauthorized release may result in civil penalty or other action. For U.S. government agencies, public disclosure is governed by 5 USC 552 and 49 CFR parts 15 and 1520. SENSITIVE SECURITY INFORMATION 8/ 8 / 2 0 2 4 5 : 0 1 : 1 7 P M A u t o d e s k D o c s : / / 1 0 0 3 0 0 7 0 0 0 4 _ I L M TO 4 R d w y I n f I m p r o v D e s i g n / 1 0 0 3 0 0 7 0 0 0 4 _ I L M _ T O 4 E x i t P l a z a _ T _ R 2 4 . r v t DMS JAP 08/09/2024 RJF 100% DESIGN SECURITY GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS TY-001 ACS ACCESS CONTROL SYSTEM ACT ACOUSTICAL CEILING TILE AFF ABOVE FINISHED FLOOR AHJ AUTHORITY HAVING JURISDICTION AOA AIRCRAFT OPERATIONS AREA AWG AMERICAN WIRE GAUGE C CONDUIT CB CRASHBAR COPP COPPER PATCH PANEL CR CARD READER DIA DIAMETER DIV DIVISION DPDT DOUBLE-POLE DOUBLE-THROW DPS DOOR POSITION SWITCH EL ELECTRIC LOCK EMT ELECTRICAL METALLIC TUBING ENCL ENCLOSURE ER EXISTING TO REMOVE EX EXISTING TO REMAIN GRS GALVANIZED RIGID STEEL I/O INPUT/OUTPUT IC INTERCOM STATION IDF INTERMEDIATE DISTRIBUTION FRAME IP INTERNET PROTOCOL ISO ISOMETRIC JB JUNCTION BOX KP KEY PAD KS KEY SWITCH LA LOCAL ANNUNCIATOR LAN LOCAL AREA NETWORK LCD LIQUID CRYSTAL DISPLAY LED LIGHT EMITTING DIODE MAX MAXIMUM MFG MANUFACTURER MIN MINIMUM NTS NOT TO SCALE OPS OPERATIONS PH PANIC HARDWARE PI PASSIVE INFRARED PoE POWER OVER ETHERNET PP PATCH PANEL PR DOOR RELEASE PUSHBUTTON PS POWER SUPPLY PT POWER TRANSFER PTZ PAN-TILT-ZOOM PVC POLYVINYL CHLORIDE QTY QUANTITY REF REFERENCE REX REQUEST-TO-EXIT RS RIGID STEEL RX RECEIVER S/TP SHIELDED/TWISTED PAIR SH SHIELDED SM SINGLE MODE SPD SURGE PROTECTION DEVICE SS STRIKE SWITCH TBD TO BE DETERMINED TP TWISTED PAIR TS TAMPER SWITCH TX TRANSMITTER TYP TYPICAL U/TP UNSHIELDED/TWISTED PAIR UON UNLESS OTHERWISE NOTED UPS UNINTERRUPTIBLE POWER SUPPLY VMS VIDEO MANAGEMENT SYSTEM W/T WIRE TROUGH WG WIDE-GAP DPS SECURITY SHEET INDEX SHEET NUMBER SHEET NAME TY-001 SECURITY GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS TY-101 ADMIN BUILDING SECURITY FLOOR PLAN TY-501 ADMIN BUILDING SECURITY DETAILS TY-701 ADMIN BUILDING SECURITY DIAGRAMS # #/TY-### DOOR TYPE NUMBER DETAIL NUMBER AND SHEET REFERENCE NO. DESCRIPTION DATE 08-09-2024 CR CR CR 1 21.1 1.2 1.3 1.4 1.5 1.6 B.1 A.1 A B 1 1/TY501 100A 1 1/TY501 100B 2 2/TY501 103RECEPTION 100 OFFICE 104 RESTROOM 102 OFFICE 105 JANITOR 106 STORAGE 107 IDF 103 T-401 1 LANE 1LANE 2LANE 3LANE 4LANE 5LANE 6LANE 7 NOTES: 1. ALL EQUIPMENT, DEVICES AND CABLING SHALL BE NEW UNLESS OTHERWISE NOTED. 2. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF SECURITY DEVICES WITH ELECTRICAL AND OTHER TRADES AS REQUIRED. 3. SURVEILLANCE CAMERAS SHALL BE PROVIDED BY DIVISION 27, REFER TO COMMUNICATIONS DRAWINGS. COORDINATE INSTALLATION WITH THE COMMUNICATIONS CONTRACTOR. 4. APPROVED UL DEVICES SHALL BE USED TO SEAL PENETRATIONS THROUGH FIRE RATED WALLS. SCALE: = 1'-0" REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: SHEET NUMBER 0 8 168 1/8" SHEET TITLE PROJECT NUMBER 1003-0070-005 NOT RELEASED FOR CONSTRUCTION PROFESSIONAL SEAL AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B WILMINGTON INTERNATIONAL AIRPORT RS&H Architects-Engineers-Planners, Inc. 1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos. 50073* *F-0493 *C-28 8/ 8 / 2 0 2 4 5 : 0 1 : 1 8 P M A u t o d e s k D o c s : / / 1 0 0 3 0 0 7 0 0 0 4 _ I L M TO 4 R d w y I n f I m p r o v D e s i g n / 1 0 0 3 0 0 7 0 0 0 4 _ I L M _ T O 4 E x i t P l a z a _ T _ R 2 4 . r v t DMS JAP 08/09/2024 RJF 100% DESIGN ADMIN BUILDING SECURITY FLOOR PLAN TY-101 SCALE: 1/8" = 1'-0"1 SECURITY FLOOR PLAN N PN NO. DESCRIPTION DATE 08-09-2024 SCALE: SCALE: SCALE: SCALE: SECURITY DOOR - TYPE 1 NONE1 TYPICAL MOUNTING HEIGHTS NONE4 CARD READER (EXTERIOR WALL) NONE3 SECURITY DOOR - TYPE 2 NONE2 TO IT ROOM PLAN VIEW ELECTRIC LOCK SET (FREE EGRESS) (BY DIV. 8) SIDE 1 NON-SECURE SIDE SIDE 2 SECURE SIDE SIDE 2 SECURE SIDE SIDE 1 NON-SECURE SIDE CARD READER ELECTRIC LOCK SET (BY DIV 08) 1" C JUNCTION BOX DPS 1/2" C JUNCTION BOX 1/2" C CARD READER POWER TRANSFER DEVICE (BY DIV. 8) ELECTRIC LOCK SET (FAIL-SECURE) (BY DIV 08) DPS POWER TRANSFER DEVICE (BY DIV. 8) 1/2" C 1. THE DOOR SHALL BE SECURED VIA THE ELECTRIC LOCK WITH BUILT-IN REX. THE LOCK SHALL FAIL SECURE. 2. TO ENTER, UPON A VALID CARD READ (AND PIN CODE ENTRY WHERE REQUIRED) THE ACS SHALL SIGNAL THE LOCK TO OPEN AND THE DPS SHALL BE SHUNTED FOR A (USER DEFINED) PERIOD OF TIME. 3. THE DOOR SHALL ALLOW FREE EGRESS AT ANYTIME, A REQUEST TO EXIT SIGNAL FROM A BUILT-IN SWITCH IN THE HANDLE SHALL SHUNT THE DPS FOR A (USER DEFINED) PERIOD OF TIME. 4. AFTER A VALID ENTRY, WHEN THE UNLOCK TIME EXPIRES THE DPS SHALL BE ACTIVATED. UNAUTHORIZED OPERATION OF THE DOOR SENSED BY THE DPS SHALL ACTIVATE A DOOR FORCED ALARM OR A DOOR HELD OPEN ALARM IF THE DOOR IS NOT PROPERLY CLOSED. THE ACS SHALL SEND AN ALARM TO THE ALARM MONITORING WORKSTATION. 5. THE ALARM SHALL BE RESET FROM THE CARD READER OR THE MONITORING STATION. SEQUENCE OF OPERATIONS PLAN VIEW SECURE SIDE NON-SECURE SIDE CR 48" DPS 4" MAX. FINISHED FLOOR 4"-12" 12" MIN IC CR CR ELEVATION VIEW IC 54" LOCAL ALARM 84" (OPERATIONAL DOOR) 6" 8" CARD READER WITH KEYPAD FRONT VIEW 6 1/2" 3 1/8" SIDE VIEW LOCKABLE CARD READER BACK BOX WITH RAIN/SUN SHADE EXTERIOR WALL CARD READER WITH KEYPAD PROVIDE SPD FOR CARD READER 1/2" FLEX CONDUIT SINGLE GANG BACK BOX AND BLANK COVER (WHERE REQUIRED) ENCLOSURE KEY LOCK TO IT ROOM PLAN VIEW(ELECTRICAL DOOR) ELECTRIFIED PANIC HARDWARE (FREE EGRESS) (BY DIV. 8) SIDE 1 NON-SECURE SIDE SIDE 2 SECURE SIDE SIDE 2 SECURE SIDE SIDE 1 NON-SECURE SIDE CARD READER 1-1/4" C JUNCTION BOX DPS 1/2" C JUNCTION BOX 1/2" C CARD READER POWER TRANSFER DEVICE (BY DIV. 8) ELECTRIC LOCK SET (FAIL-SECURE) (BY DIV 08) DPS POWER TRANSFER DEVICE (BY DIV. 8) 1/2" C 1. THE DOOR SHALL BE SECURED VIA THE ELECTRIC LOCK WITH BUILT-IN REX. THE LOCK SHALL FAIL SECURE. 2. TO ENTER, UPON A VALID CARD READ (AND PIN CODE ENTRY WHERE REQUIRED) THE ACS SHALL SIGNAL THE LOCK TO OPEN AND THE DPS SHALL BE SHUNTED FOR A (USER DEFINED) PERIOD OF TIME. 3. THE DOOR SHALL ALLOW FREE EGRESS AT ANYTIME, A REQUEST TO EXIT SIGNAL FROM A BUILT-IN SWITCH IN THE HANDLE SHALL SHUNT THE DPS FOR A (USER DEFINED) PERIOD OF TIME. 4. AFTER A VALID ENTRY, WHEN THE UNLOCK TIME EXPIRES THE DPS SHALL BE ACTIVATED. UNAUTHORIZED OPERATION OF THE DOOR SENSED BY THE DPS SHALL ACTIVATE A DOOR FORCED ALARM OR A DOOR HELD OPEN ALARM IF THE DOOR IS NOT PROPERLY CLOSED. THE ACS SHALL SEND AN ALARM SHALL TO THE ALARM MONITORING WORKSTATION. 5. THE ALARM SHALL BE RESET FROM THE CARD READER OR THE MONITORING STATION. SEQUENCE OF OPERATIONS ELECTRIFIED PANIC HARDWARE (FREE EGRESS) (BY DIV 08) NOTES: 1. THESE DETAILS ARE SCHEMATIC IN NATURE AND MAY NOT SHOW ALL EQUIPMENT OR CONNECTIONS REQUIRED. THEY ARE INTENDED TO ILLUSTRATE TYPICAL EQUIPMENT MOUNTING AND GENERAL CONDITIONS. 2. PROVIDE MOUNTING HARDWARE NECESSARY TO SECURE BACK BOX TO WALL. CONTRACTOR SHALL SUBMIT PROPOSED MOUNTING FOR OWNER APPROVAL. 3. CONTRACTOR SHALL SIZE BACK BOX TO ACCOMMODATE PROPOSED EQUIPMENT AND SUBMIT FOR APPROVAL. 4. REFER TO THE SECURITY DOOR SCHEDULE FOR INFORMATION SPECIFIC TO EACH DOOR AND THE HARDWARE REQUIRED. 5. REFER TO THE CAMERA SCHEDULE FOR CAMERA CUE UP ASSOCIATED WITH SPECIFIC SECURITY DEVICES. 6. CONTRACTOR SHALL COORDINATE DPS SHUNT TIMES WITH AIRPORT SECURITY. UNLESS OTHERWISE NOTED, THE DPS SHUNT TIME SHALL EXPIRE WHEN THE DPS SENSES THAT THE DOOR IS CLOSED. 7. PRIOR TO THE START OF WORK THE CONTRACTOR SHALL COORDINATE THE FINAL SEQUENCE OF OPERATIONS FOR EACH DOOR WITH AIRPORT SECURITY AND SUBMIT TO THE AHJ FOR APPROVAL. 8. REFER TO FLOOR PLANS FOR ACTUAL DOOR SWING AND ORIENTATION OF HARDWARE. 9. ALL DOOR LOCKING HARDWARE AND EGRESS HARDWARE PROVIDED BY DIVISION 08. REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: SHEET NUMBER SHEET TITLE PROJECT NUMBER 1003-0070-005 NOT RELEASED FOR CONSTRUCTION PROFESSIONAL SEAL AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B WILMINGTON INTERNATIONAL AIRPORT RS&H Architects-Engineers-Planners, Inc. 1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos. 50073* *F-0493 *C-28 8/ 8 / 2 0 2 4 5 : 0 1 : 1 9 P M A u t o d e s k D o c s : / / 1 0 0 3 0 0 7 0 0 0 4 _ I L M TO 4 R d w y I n f I m p r o v D e s i g n / 1 0 0 3 0 0 7 0 0 0 4 _ I L M _ T O 4 E x i t P l a z a _ T _ R 2 4 . r v t DMS JAP 08/09/2024 RJF 100% DESIGN ADMIN BUILDING SECURITY DETAILS TY-501 NO. DESCRIPTION DATE 08-09-2024 GR-301 PROGRAM SIGNAGE GRAPHICLAYOUTS J.G J.G DRS SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIE:ED BY DRA:N BY DATE ISSUED DESIGNED BY REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : T : \ A p p l e D e s i g n s \ C u s t o m e r s \ I L M \ G R - S h e e t s \ I L M B P 2 - G R 3 - 5 x x . d w g Pl o t t e d b y : J o n H a l l Pl o t t e d o n : 8 / 2 2 / 2 0 2 4 2 : 1 6 P M :ILMINGTON INTERNATIONAL AIRPORT NOT RELEASEDFOR CONSTRUCTION 100% DESIGN 002024 1/2" = 1'-0"1 GRAPHIC LAYOUT - SIGN TYPE A1 - OVERHEAD SIGN PANEL 1 3739 National Drive Suite 228 Raleigh, NC 27612 1/2" = 1'-0"2 GRAPHIC LAYOUT - SIGN TYPE A2 - OVERHEAD SIGN PANEL 1/2" = 1'-0"3 OVERHEAD SIGN PANEL PATCH 1 ADDENDUM #1 08/23/2024 GRAPHIC LAYOUT - SIGN TYPE P LEGEND GR-302 PROGRAM SIGNAGE GRAPHICLAYOUTS J.G J.G DRS SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIE:ED BY DRA:N BY DATE ISSUED DESIGNED BY REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : T : \ A p p l e D e s i g n s \ C u s t o m e r s \ I L M \ G R - S h e e t s \ I L M B P 2 - G R 3 - 5 x x . d w g Pl o t t e d b y : J o n H a l l Pl o t t e d o n : 8 / 2 2 / 2 0 2 4 2 : 1 9 P M :ILMINGTON INTERNATIONAL AIRPORT NOT RELEASEDFOR CONSTRUCTION 100% DESIGN 002024 1/2" = 1'-0"1 GRAPHIC LAYOUT - SIGN TYPE B1 - GROUND MOUNTED SIGN PANEL (SIGN TYPE T SIM.) 3739 National Drive Suite 228 Raleigh, NC 27612 1/2" = 1'-0"2 GROUND MOUNTED EXIT SIGN 1/2" = 1'-0"3 GRAPHIC LAYOUT - SIGN TYPE P - GROUND MOUNTED SIGN PANEL PATCHGRAPHIC LAYOUT - SIGN TYPE B2 1/2" = 1'-0"4 GRAPHIC LAYOUT - SIGN TYPE C - GROUND MOUNTED HYBRID SIGN 1 ADDENDUM #1 08/23/2024 1 LEGEND GR-303 PROGRAM SIGNAGE GRAPHICLAYOUTS J.G J.G DRS SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIE:ED BY DRA:N BY DATE ISSUED DESIGNED BY REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : T : \ A p p l e D e s i g n s \ C u s t o m e r s \ I L M \ G R - S h e e t s \ I L M B P 2 - G R 3 - 5 x x . d w g Pl o t t e d b y : J o n H a l l Pl o t t e d o n : 8 / 2 2 / 2 0 2 4 2 : 2 2 P M :ILMINGTON INTERNATIONAL AIRPORT NOT RELEASEDFOR CONSTRUCTION 100% DESIGN 002024 1/2" = 1'-0"1 GRAPHIC LAYOUT - SIGN TYPE D - PARKING INFORMATION SIGN 3739 National Drive Suite 228 Raleigh, NC 276121/2" = 1'-0"2 GRAPHIC LAYOUT - SIGN TYPE E - PARKING ENTRY SIGN 1-1/2" = 1'-0"3 POLE MOUNTED PARKING ID SIGNS 3" = 1'-0"4 PARKING REGULATORY SIGNGRAPHIC LAYOUT - SIGN TYPE K 1 ADDENDUM #1 08/23/2024 GRAPHIC LAYOUT - SIGN TYPE J 1 LEGEND GR-310 PROGRAM SIGNAGE MESSAGELAYOUTS J.G J.G DRS SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIE:ED BY DRA:N BY DATE ISSUED DESIGNED BY REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : T : \ A p p l e D e s i g n s \ C u s t o m e r s \ I L M \ G R - S h e e t s \ I L M B P 2 - G R 3 - 5 x x . d w g Pl o t t e d b y : J o n H a l l Pl o t t e d o n : 8 / 2 2 / 2 0 2 4 3 : 4 4 A M :ILMINGTON INTERNATIONAL AIRPORT NOT RELEASEDFOR CONSTRUCTION 100% DESIGN 002024 3739 National Drive Suite 228 Raleigh, NC 27612 1/4" = 1'-0"1 MESSAGE LAYOUTS - SIGN TYPE A1 - OVERHEAD SIGN PANEL 1/4" = 1'-0"2 MESSAGE LAYOUT - SIGN TYPE A2 - OVERHEAD SIGN PANEL 1/4" = 1'-0"3 SIGN TYPE A2 - PATCHESMESSAGE LAYOUTS 1/4" = 1'-0"4 MESSAGE LAYOUTS - SIGN TYPE B1 - GROUND MOUNTED SIGN PANEL 1/4" = 1'-0"5 SIGN TYPE B1 - PATCHES 1/4" = 1'-0"7 MESSAGE LAYOUTS - SIGN TYPE C 1/4" = 1'-0"8 MESSAGE LAYOUT - SIGN TYPE D 1/4" = 1'-0"9 EXAMPLE MESSAGE - SIGN TYPE E 1/4" = 1'-0"6 MESSAGE LAYOUTS - SIGN TYPE B2 1/4" = 1'-0"1 0 MESSAGE LAYOUTS - SIGN TYPE J 1 1 ADDENDUM #1 08/23/2024 MESSAGE LAYOUTS GR-311 PROGRAM SIGNAGE MESSAGELAYOUTS J.G J.G DRS SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIE:ED BY DRA:N BY DATE ISSUED DESIGNED BY REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : T : \ A p p l e D e s i g n s \ C u s t o m e r s \ I L M \ G R - S h e e t s \ I L M B P 2 - G R 3 - 5 x x . d w g Pl o t t e d b y : J o n H a l l Pl o t t e d o n : 8 / 2 2 / 2 0 2 4 3 : 4 6 A M :ILMINGTON INTERNATIONAL AIRPORT NOT RELEASEDFOR CONSTRUCTION 100% DESIGN 002024 3739 National Drive Suite 228 Raleigh, NC 27612 1/4" = 1'-0"1 MESSAGE LAYOUTS - SIGN TYPE K - PARKING REGULATORY SIGNS 1 1 ADDENDUM #1 08/23/2024 DRIVING LANE 11'-0"22'-0" ~12'-0" (V.I.F) EQ.EQ. ~12'-0" (V.I.F) SIGN TYPE A2 CENTERED BETWEEN LANES AND MOUNTED 17'-0" CLEAR OF THE ROADWAY SURFACE DRIVING LANE DRIVING LANE SIGN TYPE A1 CENTERED OVER DRIVINGLAND AND MOUNTED 17'-0" CLEAR OF THE ROADWAY SURFACE DRIVING LANEDRIVING LANE 11'-0" ~12'-0" (V.I.F) EQ.EQ. ~12'-0" (V.I.F) REFER TO GR3 DRAWINGS FOR GRAPHIC LAYOUTS OF THESE SIGNS REFER TO GR3 DRAWINGS FOR GRAPHIC LAYOUTS OF THESE SIGNS REFER TO GR3 DRAWINGS FOR GRAPHIC LAYOUTS OF THESE SIGNS SIGN TYPE A1 CENTERED OVER DRIVINGLAND AND MOUNTED 17'-0" CLEAR OF THE ROADWAY SURFACE NCDOT COMPLIANT SIGN BRIDGE 5'- 0 " 7'- 0 " 8'-6"6'-0" NCDOT COMPLIANT BREAK-AWAYPLATES (MIN.)DOT STANDARD SIGN PANEL FROM EXTRUDED ALUMINUM CHANNEL FRAME, DIAMONDGRADE REFLECTIVE GRAPHICS NOTE: FOLLOW ALL MUTCD REQUIREMENTS FOR SIGNPLACEMENT,ALIGNMENT ANDLATERAL OFFSET I -BEAM SIGN POSTS PUNCH OUT FOR TYPE IILED DISPLAY REFER TO GR3 DRAWINGS FOR GRAPHIC LAYOUTS OF THESE SIGNS EXTERIOR RATED NEMA ENCLOSUREFOR ELECTRICAL AND COMMUNICATIONSEQUIPMENT AS REQUIRED REFER TO ELECTRICAL DRAWINGSFOR POWER AND COMMUNICATIONSCONDUIT FOR DYNAMIC SIGNS 7'- 6 " 7'- 0 " 15'-2"6'-0" NCDOT COMPLIANT BREAK-AWAYPLATES (MIN.) DOT STANDARD SIGN PANELFROM EXTRUDED ALUMINUMCHANNEL FRAME, DIAMONDGRADE REFLECTIVE GRAPHICS NOTE: FOLLOW ALL MUTCDREQUIREMENTS FOR SIGNPLACEMENT,ALIGNMENT ANDLATERAL OFFSET I -BEAM SIGN POSTS PUNCH OUT FOR TYPE II LED DISPLAY (x4) PUNCH OUT FOR TYPE III LED DISPLAY (x4) DOT STANDARD SIGN PANEL FROM EXTRUDED ALUMINUMCHANNEL FRAME, DIAMONDGRADE REFLECTIVE GRAPHICS EXTERIOR RATED NEMA ENCLOSURE FOR ELECTRICAL AND COMMUNICATIONS EQUIPMENT AS REQUIRED REFER TO ELECTRICAL DRAWINGS FOR POWER AND COMMUNICATIONS CONDUIT FOR DYNAMIC SIGNS 5'- 0 " ( S I G N T Y P E B 1 ) 7'- 0 " 8'-6" (SIGN TYPE B1)6'-0" NCDOT COMPLIANT BREAK-AWAY PLATES (MIN.)DOT STANDARD SIGN PANELFROM EXTRUDED ALUMINUMCHANNEL FRAME, DIAMOND GRADE REFLECTIVE GRAPHICS NOTE:FOLLOW ALL MUTCD REQUIREMENTS FOR SIGN PLACEMENT,ALIGNMENT AND LATERAL OFFSET I -BEAM SIGN POSTS REFER TO GR3 DRAWINGSFOR GRAPHIC LAYOUTSOF THESE SIGNS 4'-7" (SIGN TYPE B2) 4'- 0 " ( S I G N T Y P E B 2 ) 5'- 0 " 4'- 0 " 8'-6"6'-0" DRILL HOLES TO PROVIDE NDOTCOMPLIANT BREAKAWAY PROTECTION (MIN.)34" THK. EXTERIOR RATED MARINE GRADE PLYWOOD PANEL WITH APPLIED DIGITALLY PRINTED REFLECTIVE GRAPHICS NOTE: FOLLOW ALL MUTCDREQUIREMENTS FOR SIGNPLACEMENT,ALIGNMENT ANDLATERAL OFFSET 4" x 6" PRESSURE TREATED WOOD POSTS REFER TO GR3 DRAWINGS FOR GRAPHIC LAYOUTS OF THESE SIGNS 4'- 6' DIRECT EMBEDMENT GR-401 SIGNAGEMOUNTING ELEVATIONS J.G J.G DRS SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIE:ED BY DRA:N BY DATE ISSUED DESIGNED BY REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : T : \ A p p l e D e s i g n s \ C u s t o m e r s \ I L M \ G R - S h e e t s \ I L M B P 2 - G R 3 - 5 x x . d w g Pl o t t e d b y : J o n H a l l Pl o t t e d o n : 8 / 2 2 / 2 0 2 4 3 : 4 9 A M :ILMINGTON INTERNATIONAL AIRPORT NOT RELEASEDFOR CONSTRUCTION 100% DESIGN 002024 3739 National Drive Suite 228 Raleigh, NC 27612 1/4" = 1'-0"1 SIGN MOUNTING ELEVATION - SIGN TYPE A1, A2 1/4" = 1'-0"3 SIGN MOUNTING ELEVATION - SIGN TYPE C 1/4" = 1'-0"4 SIGN MOUNTING ELEVATION - SIGN TYPE D 1/4" = 1'-0"2 SIGN MOUNTING ELEVATION - SIGN TYPE B1, B2 1/4" = 1'-0"5 SIGN MOUNTING ELEVATION - SIGN TYPE T 3 GR-501 3 GR-501 3 GR-502 3 GR-504 3 GR-505 1 GR-506 1 GR-506 1 GR-506 3 GR-506 1 1 ADDENDUM #1 08/23/2024 DRIVING LANE EQ.EQ. DRIVING LANE EQ.EQ. RACEWAY FOR WIRING MOUNTED TO BEAM 4" x 2" H.S.S. TUBE WELDED OR BOLTEDTO CANOPY COLUMNS TYPE 1 LED DISPLAYS CENTERED OVER LANE EXTERIOR RATED NEMA ENCLOSUREFOR ELECTRICAL AND COMMUNICATIONSEQUIPMENT AS REQUIRED REFER TO ELECTRICAL DRAWINGS FOR POWER AND COMMUNICATIONSCONDUIT FOR DYNAMIC SIGNS CANOPY EXTENDS BEYOND TWO LANESIN SOME LOCATIONS 12 ' - 0 " 3'- 8 " 3'-0" PARKING LOT LIGHT POLE SIGN BRACKETS MECHANICALLYFASTENED TO LIGHT POLE ALUMINUM SIGN PANEL WITHAPPLIED REFLECTIVE VINYLGRAPHICS GR-402 SIGNAGEMOUNTING ELEVATIONS J.G J.G DRS SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIE:ED BY DRA:N BY DATE ISSUED DESIGNED BY REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : T : \ A p p l e D e s i g n s \ C u s t o m e r s \ I L M \ G R - S h e e t s \ I L M B P 2 - G R 3 - 5 x x . d w g Pl o t t e d b y : J o n H a l l Pl o t t e d o n : 8 / 2 2 / 2 0 2 4 3 : 5 2 A M :ILMINGTON INTERNATIONAL AIRPORT NOT RELEASEDFOR CONSTRUCTION 100% DESIGN 002024 3739 National Drive Suite 228 Raleigh, NC 27612 1/4" = 1'-0"1 SIGN MOUNTING ELEVATION - SIGN TYPE E 1/4" = 1'-0"2 SIGN MOUNTING ELEVATION - SIGN TYPE J 4 GR-506 1 GR-507 1 1 ADDENDUM #1 08/23/2024 3M WHITE DIAMOND GRADE REFLECTIVE SHEETING (FULLY COVERS SIGN FACE) DIGITALLY PRINTED SIGN FACE 18" THK. ALUMINUM SIGN FACE 8'-0" 22'-0" (A2 - TWO LANE) 11'-0" (A1 - SINGLE LANE) GRAPHIC OVERLAY FROM SINGLE DIGITALLY PRINTED VINYL LAYER 112" WHITE BORDER ALONG OUTSIDE OFSIGN PANEL 1'- 0 " 1'- 0 " 1'- 0 " 1'- 0 " 1'- 0 " 1'- 0 " 1'- 0 " 1'- 0 " 1'- 0 " 1'- 0 " 6" SIGN EXTRUSIONS SECURED TO VERTICAL SUPPORTS WITH ALUMINUM POST CLIP 356-T6 (ASTM B26) 12" DOT SIGN EXTRUSION, 18" THK. MIN. 6063-T6 ALUMINUM (ATSM B221) VERTICAL SUPPORTS FROM ALUMINUM TUBES OR I-BEAMS 6063-T6 POST CLIP BOLT: U.N.C. 2A - 163 8" SPECIAL HD BOLT, HEX NUT, AND WASHERS PANEL SWITCH BOLT: LONG HD HEX BOLT # 38" - 16 6262-T9 ALUMINUM (ASTM B211), HEX NUT AND WASHER 6" DOT SIGN EXTRUSION, 18" THK. MIN. 6063-T6 ALUMINUM (ATSM B221) 18" THK. MIN. 6063-T65 ALUMINUM PANEL WITH VINYL GRAPHICS ADHERED TO FRONT FACE OF SIGN EXTRUSION ASSEMBLY ALL EXTRUDED ALUMINUM PANELS TO HAVE SIDE MOULDING X NOTE: ADJUST QUANTITY AND SPACING OF VERTICAL SUPPORTS AS REQUIRED TO MAINTAIN SIGN PANEL STIFFNESS AND MEET LOADING REQUIREMENTSALUMINUM EXTRUSIONS TO BE BOLTED AT 1'-6" O.C. MAX. WITH LONG HD HEX BOLT # 3 8" - 16 6262-T9 ALUMINUM (ASTM B211), HEX NUT AND WASHER SIGN EXTRUSIONS SECURED TO VERTICAL SUPPORTS WITH ALUMINUM POST CLIP 356-T6 (ASTM B26) 18" THK. MIN. 6063-T65 ALUMINUM PANEL WITH VINYL GRAPHICS ADHERED TO FRONT FACE OF SIGN EXTRUSION ASSEMBLY 22'-0" (A2 - TWO LANE) 11'-0" (A1 - SINGLE LANE) SIGN BRIDGE VERTICAL SUPPORTS 8'- 0 " 22'-0" (A2 - TWO LANE) 11'-0" (A1 - SINGLE LANE) 1'- 0 " 1'- 0 " 1'- 0 " 1'- 0 " 1'- 0 " 1'- 0 " 1'- 0 " 1'- 0 " 1'-6" O.C. 6"1'-6"1'-6" 12" DOT SIGN EXTRUSION, 18" THK. MIN. 6063-T6 ALUMINUM(ATSM B221) NOTE: ALL EXTRUDED ALUMINUM PANELS TO HAVE SIDE MOULDING ALUMINUM EXTRUSIONS TO BE BOLTED AT 1'-6" O.C. MAX WITH LONG HD HEX BOLT # 38" - 16 6262-T9 ALUMINUM (ASTM B211), HEX NUT AND WASHER SIGN EXTRUSIONS SECURED TO VERTICAL SUPPORTS WITHALUMINUM POST CLIP 356-T6 (ASTM B26) NOTE: USE POST CLIPS TO ATTACH MULTIPLE DOT SIGN EXTRUSIONSTO SUPPORTS, ONE CLIP ON EITHER SIDE 1'-6"6"1'-6"1'-6" VERTICAL SUPPORTS FROM ALUMINUM TUBES OR I-BEAMS 6063-T6 18" THK. MIN. 6063-T65 ALUMINUM PANEL WITH VINYL GRAPHICS ADHERED TO FRONT FACE OF SIGN EXTRUSION ASSEMBLY NOTE: ALL SPACING DIMENSIONS ARE MAXIMUM SPACING UNLESS OTHERWISE NOTED. ADJUST QUANTITY AND SPACING OF VERTICAL SUPPORTS AS REQUIRED TO MAINTAIN SIGN PANELSTIFFNESS AND MEET LOADING REQUIREMENTS O.C. O.C. O.C. O.C. O.C. GR-501 PROGRAMSIGNAGE DETAILS J.G J.G DRS SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIE:ED BY DRA:N BY DATE ISSUED DESIGNED BY REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : T : \ A p p l e D e s i g n s \ C u s t o m e r s \ I L M \ G R - S h e e t s \ I L M B P 2 - G R 3 - 5 x x . d w g Pl o t t e d b y : J o n H a l l Pl o t t e d o n : 8 / 2 2 / 2 0 2 4 4 : 2 0 A M :ILMINGTON INTERNATIONAL AIRPORT NOT RELEASEDFOR CONSTRUCTION 100% DESIGN 002024 3/8" = 1'-0"1 FRONT ELEVATION - TYPE A1, A2 - OVERHEAD SIGN PANEL 3/4" = 1'-0"3 VERTICAL SECTION - TYPE A1, A2 - OVERHEAD SIGN PANEL 3/4" = 1'-0"4 ENLARGED PLAN - TYPE A1, A2 - OVERHEAD SIGN PANEL 3739 National Drive Suite 228 Raleigh, NC 27612 1/2" = 1'-0"2 REAR ELEVATION - TYPE A1, A2 - OVERHEAD SIGN PANEL 1 1 ADDENDUM #1 08/23/2024 1 1 1 1 1 1 1 1 5'- 0 " 8'-6" REFER TO GRAPHIC LAYOUT DRAWING FOR GRAPHIC DIMENSIONS DIGITALLY PRINTED SIGN FACE WITH ALL COLORS ON A SINGLE LAYER 3M WHITE DIAMOND GRADE REFLECTIVE SHEETING (FULLY COVERS SIGN FACE) 18" THK. MIN. ALUMINUM SIGN FACEDOT STANDARD C-CHANNEL FRAME 1'- 0 " 1'- 0 " 1'- 0 " 1'- 0 " 1'- 0 " 1'-6" (MAX)1'-6" (MAX) SIGN FABRICATED FROM STACKED 6" AND 12" DOT ALUMINUM SIGN EXTRUSIONS WITH 18" THK. ALUMINUM FACE WITH VINYL GRAPHICS NOTE: ALL SPACING DIMENSIONS ARE MAXIMUM SPACING UNLESS OTHERWISE NOTED. ADJUST QUANTITY AND SPACING OF VERTICAL SUPPORTS AS REQUIRED TO MAINTAIN SIGN PANEL STIFFNESS SIGN EXTRUSIONS SECURED TO VERTICAL SUPPORTS WITH ALUMINUM POST CLIP 356-T6 (ASTM B26) 12" DOT SIGN EXTRUSION, 18" THK. MIN. 6063-T6 ALUMINUM (ATSM B221) ALUMINUM EXTRUSIONS TO BE BOLTED AT 1'-6" O.C. MAX WITH LONG HD HEX BOLT # 3 8" - 16 6262-T9ALUMINUM (ASTM B211), HEX NUT AND WASHER 18" THK. MIN. 6063-T65 ALUMINUM PANEL WITH VINYLGRAPHICS ADHERED TO FRONT FACE OF SIGN EXTRUSION ASSEMBLY 8'- 6" 1'-6" (MAX)1'-6" (MAX)1'-6" (MAX)1'-6" (MAX)1'-6" (MAX) 5'- 0 " SIGN EXTRUSIONS SECURED TO VERTICAL SUPPORTS WITH ALUMINUM POST CLIP 356-T6 (ASTM B26) 12" DOT SIGN EXTRUSION, 18" THK. MIN. 6063-T6 ALUMINUM (ATSM B221) VERTICAL SUPPORTS FROM ALUMINUM TUBES OR I-BEAMS 6063-T6 POST CLIP BOLT: U.N.C. 2A - 163 8"SPECIAL HD BOLT, HEX NUT, AND WASHERS PANEL SWITCH BOLT: LONG HD HEX BOLT # 3 8" - 166262-T9 ALUMINUM (ASTM B211), HEX NUT AND WASHER 18" THK. MIN. 6063-T65 ALUMINUM PANEL WITH VINYL GRAPHICS ADHERED TO FRONT FACE OF SIGN EXTRUSION ASSEMBLY 1'- 0 " 1'- 0 " 1'- 0 " 1'- 0 " 1'- 0 " 5' - 0 " 18" THK. MIN. 6063-T65 ALUMINUM PANEL WITH VINYL GRAPHICS ADHERED TO FRONT FACE OF SIGN EXTRUSION ASSEMBLY VARIES ALUMINUM EXTRUSIONS TO BE BOLTED AT 1'-6" O.C. MAX. WITH LONG HD HEX BOLT # 3 8" - 16 6262-T9 ALUMINUM (ASTM B211), HEX NUT AND WASHER ALL EXTRUDED ALUMINUM PANELS TO HAVE SIDE MOULDING NOTE: ADJUST QUANTITY AND SPACING OF VERTICAL SUPPORTS AS REQUIRED TO MAINTAIN SIGN PANEL STIFFNESS AND MEET LOADING REQUIREMENTS SIGN EXTRUSIONS SECURED TO VERTICAL SUPPORTS WITH ALUMINUM POST CLIP 356-T6 (ASTM B26) GR-502 PROGRAMSIGNAGE DETAILS J.G J.G DRS SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIE:ED BY DRA:N BY DATE ISSUED DESIGNED BY REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : T : \ A p p l e D e s i g n s \ C u s t o m e r s \ I L M \ G R - S h e e t s \ I L M B P 2 - G R 3 - 5 x x . d w g Pl o t t e d b y : J o n H a l l Pl o t t e d o n : 8 / 8 / 2 0 2 4 9 : 4 8 P M :ILMINGTON INTERNATIONAL AIRPORT NOT RELEASEDFOR CONSTRUCTION 100% DESIGN 002024 3/4" = 1'-0"1 FRONT ELEVATION - TYPE B1 - GROUND STATIC SIGN PANEL 3/4" = 1'-0"2 REAR ELEVATION - TYPE B1 - GROUND STATIC SIGN PANEL 3/4" = 1'-0"3 VERTICAL SECTION - TYPE B1 - GROUND STATIC SIGN PANEL 3/4" = 1'-0"4 ENLARGED PLAN - TYPE B1 - GROUND STATIC SIGN PANEL 3739 National Drive Suite 228 Raleigh, NC 27612 8'-6" DIGITALLY PRINTED SIGN FACE WITH ALL COLORS ON A SINGLE LAYER 3M WHITE DIAMOND GRADE REFLECTIVE SHEETING (FULLY COVERS SIGN FACE) 18" THK. MIN. ALUMINUM SIGN FACE DOT STANDARD C-CHANNEL FRAME EQ.EQ. PUNCH-OUT FOR DYNAMIC DISPLAY 5'- 0 " 1'- 0 " 1'- 0 " 1'- 0 " 1'- 0 " 1'- 0 " 1'-6" (MAX)1'-6" (MAX) BRACKETS TO SECURE LED DISPLAY FIXED TO BACK OF EXTRUDED SIGN FRAME NOTE: ALL SPACING DIMENSIONS ARE MAXIMUM SPACING UNLESS OTHERWISE NOTED. ADJUST QUANTITY AND SPACING OF VERTICAL SUPPORTS AS REQUIRED TO MAINTAIN SIGN PANEL STIFFNESS. SIGN EXTRUSIONS SECURED TO VERTICAL SUPPORTS WITH ALUMINUM POST CLIP 356-T6 (ASTM B26) 12" DOT SIGN EXTRUSION, 18" THK. MIN. 6063-T6 ALUMINUM (ATSM B221) TYPE II LED DISPLAY 18" THK. MIN. 6063-T65 ALUMINUM PANEL WITH VINYL GRAPHICS ADHERED TO FRONT FACE OF SIGN EXTRUSION ASSEMBLY8'- 6" 1'-6" (MAX)1'-6" (MAX)1'-6" (MAX)1'-6" (MAX)1'-6" (MAX) 5'- 0 " 1'- 0 " 1'- 0 " 1'- 0 " 1'- 0 " 1'- 0 " NOTE: USE EXTERIOR GRADE COMPONENTS FOR CONDUIT AND WIRING POWER & FIBER FROM SIGN FOUNDATION PROVIDE ALL NECESSARY EQUIPMENT (JBOX, MEDIA CONVERTER, DISCONNECT, ETC.) TO SUPPORT LED DISPLAY 12" DOT SIGN EXTRUSION, 18" THK. MIN. 6063-T6 ALUMINUM (ATSM B221) TYPE II LED DISPLAY POST CLIP BOLT: U.N.C. 2A - 163 8" SPECIAL HD BOLT, HEX NUT, AND WASHERS 18" THK. MIN. 6063-T65 ALUMINUM PANEL WITH VINYL GRAPHICS ADHERED TO FRONT FACE OF SIGN EXTRUSION ASSEMBLY 1'- 0 " 1'- 0 " 1'- 0 " 1'- 0 " 1'- 0 " 5' - 0 " 1/2 " M A X . LED DISPLAY FLUSH WITH SIGN FACE BRACKET(S) TO SUPPORT LED DISPLAY MOUNTED TO EXTRUDED FRAME 18" THK. MIN. 6063-T65 ALUMINUM PANEL WITH VINYL GRAPHICS ADHERED TO FRONT FACE OF SIGN EXTRUSION ASSEMBLY VARIES ALUMINUM EXTRUSIONS TO BE BOLTED AT 1'-6" O.C. MAX. WITH LONG HD HEX BOLT # 3 8" - 16 6262-T9 ALUMINUM (ASTM B211), HEX NUT AND WASHER ALL EXTRUDED ALUMINUM PANELS TO HAVE SIDE MOULDING NOTE: ADJUST QUANTITY AND SPACING OF VERTICAL SUPPORTS AS REQUIRED TO MAINTAIN SIGN PANEL STIFFNESS AND MEET LOADING REQUIREMENTS SIGN EXTRUSIONS SECURED TO VERTICAL SUPPORTS WITH ALUMINUM POST CLIP 356-T6 (ASTM B26) GR-504 PROGRAMSIGNAGE DETAILS J.G J.G DRS SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIE:ED BY DRA:N BY DATE ISSUED DESIGNED BY REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : T : \ A p p l e D e s i g n s \ C u s t o m e r s \ I L M \ G R - S h e e t s \ I L M B P 2 - G R 3 - 5 x x . d w g Pl o t t e d b y : J o n H a l l Pl o t t e d o n : 8 / 8 / 2 0 2 4 9 : 5 1 P M :ILMINGTON INTERNATIONAL AIRPORT NOT RELEASEDFOR CONSTRUCTION 100% DESIGN 002024 3/4" = 1'-0"1 FRONT ELEVATION - TYPE C - HYBRID SIGN PANEL W/DYNAMIC INSERT 3/4" = 1'-0"2 REAR ELEVATION - TYPE C - HYBRID SIGN PANEL W/DYNAMIC INSERT 3/4" = 1'-0"3 VERTICAL SECTION - TYPE C - HYBRID SIGN PANEL W/DYNAMIC INSERT 3/4" = 1'-0"4 ENLARGED PLAN - TYPE C - HYBRID SIGN PANEL W/DYNAMIC INSERT 3739 National Drive Suite 228 Raleigh, NC 27612 NOTES TYPE II LED DISPLAY SPECIFICATIONS (LOT PRICING): 1. 14mm PIXEL PITCH OR SMALLER2. 16x80 FULL MATRIX DISPLAY ORLARGER 3. CAPABLE OF AMBER & RED COLOR PIXELS (ADDITIONAL COLORS ACCEPTABLE) 4. CAPABLE OF A MINIMUM OF 8 CHARACTERS AT A MINIMUM OF 8 INCHES.5. 120VAC SERVICE INPUT6. UL LISTED FOR WET CONDITIONS PUNCH-OUT FOR DYNAMIC DISPLAY (TYPE II) 3M WHITE DIAMOND GRADE REFLECTIVE SHEETING (FULLY COVERS SIGN FACE) 18" THK. MIN. ALUMINUM SIGN FACEPUNCH-OUT FOR DYNAMIC DISPLAY (TYPE III) 7'- 0 " 1'- 0 " 1'- 0 " 1'- 0 " 1'- 0 " 1'- 0 " 1'- 0 " 1'- 0 " 13'-0" DOT STANDARD C-CHANNEL FRAME DIGITALLY PRINTED SIGN FACE WITH ALL COLORS ON A SINGLE LAYER NOTE: ALL SPACING DIMENSIONS ARE MAXIMUM SPACING UNLESS OTHERWISE NOTED. ADJUST QUANTITY AND SPACING OF VERTICAL SUPPORTS AS REQUIRED TO MAINTAIN SIGN PANEL STIFFNESS. SIGN EXTRUSIONS SECURED TO VERTICAL SUPPORTS WITH ALUMINUM POST CLIP 356-T6 (ASTM B26) 12" DOT SIGN EXTRUSION, 18" THK. MIN. 6063-T6 ALUMINUM (ATSM B221) TYPE II LED DISPLAY 18" THK. MIN. 6063-T65 ALUMINUM PANEL WITH VINYLGRAPHICS ADHERED TO FRONT FACE OF SIGN EXTRUSION ASSEMBLY 13'-0" NOTE: USE EXTERIOR GRADE COMPONENTS FOR CONDUIT AND WIRING POWER & FIBER FROM SIGN FOUNDATION PROVIDE ALL NECESSARY EQUIPMENT (JBOX, MEDIA CONVERTER, NETWORK SWITCHES, DISCONNECT, ETC.) TO SUPPORT LED DISPLAYS TYPE III LED DISPLAY GR-505 PROGRAMSIGNAGE DETAILS J.G J.G DRS SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIE:ED BY DRA:N BY DATE ISSUED DESIGNED BY REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : T : \ A p p l e D e s i g n s \ C u s t o m e r s \ I L M \ G R - S h e e t s \ I L M B P 2 - G R 3 - 5 x x . d w g Pl o t t e d b y : J o n H a l l Pl o t t e d o n : 8 / 8 / 2 0 2 4 1 0 : 0 2 P M :ILMINGTON INTERNATIONAL AIRPORT NOT RELEASEDFOR CONSTRUCTION 100% DESIGN 002024 3/4" = 1'-0"1 FRONT ELEVATION - TYPE D - HYBRID PARKING DIRECTORY 3/4" = 1'-0"2 REAR ELEVATION - TYPE D - HYBRID PARKING DIRECTORY 3739 National Drive Suite 228 Raleigh, NC 27612 NOTES TYPE II LED DISPLAY SPECIFICATIONS(LOT PRICING): 1. 14mm PIXEL PITCH OR SMALLER2. 16x80 FULL MATRIX DISPLAY OR LARGER 3. CAPABLE OF AMBER & RED COLOR PIXELS (ADDITIONAL COLORS ACCEPTABLE)4. CAPABLE OF A MINIMUM OF 8CHARACTERS AT A MINIMUM OF 7 INCHES.5. 120VAC SERVICE INPUT 6. UL LISTED FOR WET CONDITIONS TYPE III LED DISPLAY SPECIFICATIONS (SPACE AVAILABILITY): 1. 14mm PIXEL PITCH OR SMALLER 2. CAPABLE OF GREEN & RED COLOR PIXELS (ADDITIONAL COLORSACCEPTABLE)3. CAPABLE OF DISPLAYING 4 CHARACTERS AT 7 INCH HEIGHT MINIMUM. 4. CAPABLE OF DISPLAYING 4 NUMERAL SPACES IN GREEN, "OPEN" IN GREEN, AND "FULL" IN RED AT A MINIMUM 5. 120VAC SERVICE INPUT 6. UL LISTED FOR WET CONDITIONS 4" ( M A X . ) RAISED SIGN FOOTER DOT APPROVED BREAK-AWAY PLATE CONNECTION FINISHED GRADE EMBEDED I-BEAM IN REINFORCED CONCRETE FOOTER EMBEDED STUB POST GENERAL NOTE: FOLLOW NCDOT SIZING GUIDELINES FOR FOOTER DIAMETER, FOOTER DEPTH, SIGN POST SECTION VA R I E S PATCH THROUGH-BOLTED TO PERMANENT SIGN PANEL (6 MIN.) PATCH FROM 18" THK. ALUMINUM PANELW/ VINYL GRAPHICS OVER DIAMOND GRADE REFLECTIVE BACKGROUND NOTE: WHEN REMOVING PATCHES CLOSE HOLES RIVET, PAINT OVER RIVET HEADS TO MATCH BACKGROUND COLOR PERMANENT SIGN PANEL (TYPE A, B, OR C) NOTE: PATCHES TO BE CONSTRUCTED OF SAME GRAPHIC MATERIALS AND CONSTRUCTION AS PERMANENT SIGNS (REFLECTIVE VINYL, PRINTING METHODS, ETC.) 5'- 0 " 3'- 0 " FINISHED GRADE 4" x 6" PRESSURE TREATED WOOD POST GENERAL NOTE: FOLLOW NCDOT GUIDELINES FOR EMBEDMENT DEPTH AND HORIZONTAL CLEARANCE DRILL HOLES TO PROVIDE NCDOT COMPLIANT BREAK-AWAY PROTECTION 3 4" THK. MARINE GRADE PLYWOOD DIAMOND GRADE REFLECTIVE VINYL SIGN FACE WITH DIGITALLY PRINTED MESSAGE ON FIRST SURFACE TYPE I LED DISPLAY CANOPY COLUMNS 2" x 4" CONTINUOUS H.S.S. TUBE MOUNTING BRACKET TO CONNECT TO DISPLAY HARD POINTS PROVIDE ALL NECESSARY EQUIPMENT (JBOX, MEDIA CONVERTER, NETWORK SWITCHES, DISCONNECT, ETC.) TO SUPPORT LED DISPLAYS NOTE: MOUNTING HEIGHT OF LED SIGNS TO BE POSITIONED TO MAINTAIN EXISTING VERTICAL CLEARANCE OF CANOPY GR-506 PROGRAMSIGNAGE DETAILS J.G J.G DRS SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIE:ED BY DRA:N BY DATE ISSUED DESIGNED BY REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : T : \ A p p l e D e s i g n s \ C u s t o m e r s \ I L M \ G R - S h e e t s \ I L M B P 2 - G R 3 - 5 x x . d w g Pl o t t e d b y : J o n H a l l Pl o t t e d o n : 8 / 8 / 2 0 2 4 1 1 : 2 1 P M :ILMINGTON INTERNATIONAL AIRPORT NOT RELEASEDFOR CONSTRUCTION 100% DESIGN 002024 1-1/2" = 1'-0"1 PERMANENT SIGNS - FOOTER DETAIL 3739 National Drive Suite 228 Raleigh, NC 27612 1-1/2" = 1'-0"2 SECTION - TYPE P - SIGN PATCH 1-1/2" = 1'-0"3 TEMPORARY SIGN DETAIL 1-1/2" = 1'-0"4 SECTION - TYPE E - CANOPY MOUNTED LED SIGNS NOTES TYPE I LED DISPLAY SPECIFICATIONS (PARKING ENTRANCE/EXIT): 1. 14mm PIXEL PITCH OR SMALLER2. 16x112 FULL MATRIX DISPLAY ORLARGER 3. CAPABLE OF AMBER & RED COLOR PIXELS (ADDITIONAL COLORS ACCEPTABLE) 4. CAPABLE OF A MINIMUM OF 16 CHARACTERS AT A MINIMUM OF 6 INCHES.5. 120VAC SERVICE INPUT6. UL LISTED FOR WET CONDITIONS 3'- 8 " 412" 4" 412" 4" EQ . 3'-0" LIGHT POLE OR STAND ALONE POST 412"x 1" ALUMIINUM C-CHANNELFRAME (4 SIDES) 1/8" THK. PAINTED ALUMINUM SIGN FACE WITH APPLIED ENGINEERING GRADE REFLETIVE VINYL COPY MECHANICALLY FASTENED TO SIGN FRAME 14" THK. ALUMINUM FABRICATEDCOLLAR SECURES SIGN TO LIGHT POLE (4 SECTIONS) 14" THK. ALUMINUM BRACKETBOLTED TO COLLAR 212"x 212"x 4"x14" THK. ALUMINUMANGLE BOLTED TO BRACKET AND C-CHANNEL FRAME SIGN MECHANICALLY FASTENED TO FRAME, PAINT OVER HEADS TO MATCH BACKGROUND 412" EQ . 3 COLLAR SECTIONS PER SIGN 3'-0" 3'- 0 " 1/8" THK. PAINTED ALUMINUM SIGN FACE WITH APPLIED ENGINEERING GRADE REFLETIVE VINYL COPY MECHANICALLY FASTENED TO SIGN FRAME 2"x2" ALUMINUM ANGLE SUPPORTS SIGN EDGES SIGN MECHANICALLY FASTENED TO FRAME, PAINT OVER HEADS TO MATCH BACKGROUND 412"x 1" ALUMIINUM C-CHANNELFRAME (4 SIDES) 14" THK. ALUMINUM FABRICATEDCOLLAR SECURES SIGN TO LIGHT POLE (4 SECTIONS) 14" THK. ALUMINUM BRACKET BOLTEDTO COLLAR AND ANGLE SIGN FRAME 212"x 212"x 4"x14" THK. ALUMINUMANGLE BOLTED TO BRACKET AND C-CHANNEL FRAME LIGHT POLE OR STAND ALONE POST SIGN FRAME BOLTED TO LIGHT POLE 2" 2" ALUMINUM C-CHANNEL FRAME MITRE-CUT FOR A TIGHT FIT 1'- 6 " 2"2" x 2" PAINTED ALUMINUM TUBE WITH TOP CAP 112" x 112" ALUMINUM ANGLE TACK WELDED TO SIGN PANEL, BOLTED TO SUPPORT TUBE 18" THK. ALUMINUM SIGN FACE WITH DIGITALLY PRINTED VINYL GRAPHICS GR-507 PROGRAMSIGNAGE DETAILS J.G J.G DRS SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIE:ED BY DRA:N BY DATE ISSUED DESIGNED BY REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B Dr a w i n g : T : \ A p p l e D e s i g n s \ C u s t o m e r s \ I L M \ G R - S h e e t s \ I L M B P 2 - G R 3 - 5 x x . d w g Pl o t t e d b y : J o n H a l l Pl o t t e d o n : 8 / 8 / 2 0 2 4 1 1 : 2 3 P M :ILMINGTON INTERNATIONAL AIRPORT NOT RELEASEDFOR CONSTRUCTION 100% DESIGN 0020243" = 1'-0"1 VERTICAL SECTION - TYPE J - POLE MOUNTED CUBE SIGN 3739 National Drive Suite 228 Raleigh, NC 27612 3" = 1'-0"2 ENLARGED PLAN - TYPE J - POLE MOUNTED CUBE SIGN 3" = 1'-0"3 VERTICAL SECTION - TYPE K - POST MOUNTED INFORMATION SIGN X X X X X X X X X X X X X X X X X X X X X X X X INFO.SIGNSTRE E TINFO. SIGN INFO. SIGN SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN NCDOT R\W D ISK NCDOT R\W D ISK X X X CURB LINE CURB LINE CUR B LINE CUR B LINE CURB LINE CURB LINE X X X X X X M B-9BORE B-7BORE B-2BORE B-6BOR E B-4BORE LIMIT SIGN SPEED SIGNH\C SIGNH\CB-5 SIGN B-4 S IG N B- 3 SI G N B- 2 S I G N B- 1 SI GN C-1 SIGN C-2 SI G N C-3 S I G N C-4 SIGN C-5 SIGN C-5 S I G N C-5 SIGN B-5 SI G N B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGN C-4 SIGN C-3 SIGN B-3 SIGN C-2 SIGN B-2 SIGN C-1 SIGN B-1 SIGN STOP SIGN C-3 SIGN C-3 SIGN C-4 SIGN C-4 SIGN SIGNPARK I N G SIGNPARKING SIGNPARK I N G SIGNPARK I N G SIGNPARK I NG SIGNPARK I N G SIGNPARK I N G SIGNPARK I NGSIGNPARKING SIGNH\C SIGNH\C B-9BORE B-7BORE B-2BORE B-6BOR E B-4BORE 5' SIDE WALK CONC R E TE MARKER GRAVEL PAR K I NG CONS T R U C T I O N TRAILE R SIGNH\C SIGNH\C SIGNH\C INFO . B-5 SIGN B-4 S IG N B- 3 SI G N B- 2 S I G N B- 1 SI GN C-1 SIGN C-2 SI G N C-3 S I G N C-4 SIGN C-5 SIGN C-5 S I G N C-5 SIGN B-5 SI G N B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGN C-4 SIGN C-3 SIGN B-3 SIGN C-2 SIGN B-2 SIGN C-1 SIGN B-1 SIGN SIGN SIGN H\C SIG N H\C SIGN H\C SIGNH\C SIG N H\C SIGN H\C SIG NH\CSIGN H\C C-3 SIGN C-3 SIGN C-4 SIGN C-4 SIGN INFO. SIGN SIGNINFO . SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO . SIGNINFO. SIGNINFO. SIGNINFO. SIGN INFO . SIGN INFO. SIGN TICKET BOOTH SIGNPARK I N G SIGNPARKING SIGNPARK I N G SIGNPARK I N G SIGNPARK I NG SIGNPARK I N G STOPSIGNPARK I N G SIGNPARK I NGSIGNPARKING INFO. SIGN SIGNH\C SIGNH\C GENERATOR PAD SIGNINFO. SIGNINFO. X XX X X X X X X X X X X X X X X X X X X X X ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIV E X GRAVEL DRIVE SPOIL X X SIG N STOP SIGN BUILDING BUILDING BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLAR D BOLLARD FFE 28.75 EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT WALK CONC. W A L K CONCRETE GEN.ROOM 1'x1'STEEL CAP CONC. TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENT CONC. MH MHMH CONCRETE WALK H\CSIGN CREWCAR X GAT E FENC E LOT F A I R P O R T B L V D AR FF AC C ESS R OAD M O D E R N A V I A T I O N A C C E S S R O A D MODE RN AVIAT ION DRI V E W A Y AIRPOR T BL V D AIR POR T BL V D EMERGE N C Y A C C E S S R O A D H E W LETT D RIVE TRASK DRIVE TER M INA L HALL DRIVE GARDNER R OAD ARFF AC C ESS R OAD EM ER G EN C Y AC C E S S RO AD T E M P R D W Y AIRPO R T PAR K I NG LOT M ODE RN A V IA T ION PAR KIN G L O T LOT D LOT C LOT E L OT B LO T A DRIVEDOLAN XX XX XX XX XX SIGNPARK I N G INFO. SIGN SIGNINFO . STOP LIMIT SIGN SPEED INFO. SIGN INFO. SIGN STOP SIGN SIGN SIGNPARK I N G SIGNPARK I N G SIGNPARK I N G FENCE GATE FENCE FENCE ED G E O F P A V E M E N T FENCE FENCE CONC. WALK TRAFFIC SIGN XXXXXXXXXX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XXXXXXXX 1 5 2 3 4 SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B PROFESSIONAL SEAL Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 1 7 3 9 4 \ I L M B P 2 - 1 B 2 - L S - 1 0 0 _ R E V 3 . d w g Pl o t t e d b y : C o u r t e r , M e g a n Pl o t t e d o n : 9 / 2 9 / 2 0 2 4 7 : 4 7 P M WILMINGTON INTERNATIONAL AIRPORT NO RTH SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 400200200 200 100% DESIGN 08/09/2024 LS-100 MRC DMB AIRPORT LONG TERM PARKING LOT OVERALL LANDSCAPE PLAN LEGEND NOTES 1. EXISTING INFORMATION IS BASED ON: a. JULY 15, 2022 AND JANUARY 12,2024, SURVEY. b. LOT F IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROMILM CONSULTANT. 2. ALL PLAN SHEETS MUST BE PRINTED IN COLOR. 3. REFER TO ARCHITECTURE AND STRUCTURAL SHEETS FOR GUIDANCE ON PROPOSED CANOPIES. 4. REFER TO CIVIL SHEETS FOR PAVEMENT MARKING PLANS, GEOMETRY, AND DETAILS. 5. A COMPLETE AND FULLY AUTOMATIC IRRIGATION SYSTEM SHALL BE DESIGNED AND INSTALLED BY THE CONTRACTOR, INCLUDING THEMAIN LINE, LATERAL LINES, ELECTRICAL CONNECTIONS,CONNECTION TO THE DESIGNATED WATER SOURCE (CONTRACTORSHALL VERIFY ADEQUACY FOR IRRIGATION SYSTEM NEEDS), WIRING, ALL NECESSARY COMPONENTS (INCLUDING ISOLATION VALVES, PRESSURE REGULATORS, BACKFLOW PREVENTERS, EMITTERS, AND SPRINKLER HEADS), AND AN AUTOMATIC CONTROLLER. THE BID PRICE MUST ENCOMPASS THE DESIGN, MATERIALS, INSTALLATION, AND TESTING OF THIS ENTIRE SYSTEM,ENSURING IT ADEQUATELY COVERS ALL AREAS OF THE PLANNEDLANDSCAPE. CONTRACTOR RESPONSIBLE FOR ALL NECESSARYPERMITS FOR THE IRRIGATION SYSTEM. 6. THE CONTRACTOR SHALL DETERMINE THE SIZE AND LOCATION OF IRRIGATION SYSTEM SLEEVES PRIOR TO PARKING LOT PAVING. 7. IF THE DESIGNATED WATER SOURCE IS NOT CAPABLE OF PROVIDING ADEQUATE WATER PRESSURE OR VOLUME TO MEET THE IRRIGATION SYSTEM'S REQUIREMENTS, THE CONTRACTOR SHALLINCLUDE THE OPTION FOR A WELL INSTALLATION AS ANALTERNATIVE IN THEIR BID. THIS OPTION SHOULD INCLUDE ADETAILED COST BREAKDOWN FOR WELL DRILLING, PUMP INSTALLATION, AND ANY NECESSARY PERMITS. 8. MID-HIGH LEVEL LANDSCAPE AESTHETICS, CREATING A LUSH COASTAL THEME AND TEXTURED LOOK, SHALL BE IMPLEMENTED FOR THE AREAS SURROUNDING ENTRY AND EXIT CANOPY 1 & 2, AS WELL AS ALONG THE ROAD LEADING UP TO OR EXITING THEPARKING. THE PLANT PALETTE WILL FEATURE A MIX OF PALMS,TREES, ORNAMENTAL GRASSES, AND GROUNDCOVER WITH MULCHCOVER. LANDSCAPE LIGHTING WILL BE INSTALLED WITHIN THE LANDSCAPE AT ALL ENTRY AND EXIT CANOPIES. IRRIGATION WILL BE REQUIRED IN THESE AREAS ALSO. 9. AIRPORT BOULEVARD ENTRANCE AND EXIT AS WELL AS THE PARKING LOT PERIMETER WILL BE LANDSCAPED WITH A COASTAL THEME, AESTHETIC EARTHWORK MIMICKING COASTAL DUNESFEATURING MID-HIGH-LEVEL PLANTS, AND DROUGHT-TOLERANTCOASTAL PLANTS SUCH AS PALMS, TREES, ORNAMENTAL GRASSES, AND GROUNDCOVER. AN IRRIGATION SYSTEM WILL BE REQUIRED IN THESE AREAS. 10. THE EXISTING CRAPE MYRTLES IN THE MEDIAN BETWEEN THE AIRPORT BOULEVARD ENTRANCE AND EXIT WILL BE EVALUATED FOR RELOCATION TO THE ENTRANCE/EXIT CANOPIES AND OR THE AREAS BETWEEN THE PARKING LOT PERIMETER AND AIRPORTBOULEVARD. 11. BUS SHELTERS 1 AND 2 LINEAR SIDEWALKS WITH A PICTURE FRAME DETAIL, FINISHED WITH EITHER A MEDIUM BROOM FINISH OR LIGHT SANDBLAST. THE BROOM FINISH IF SELECTED WILL BE LAID TRANSVERSE TO THE PATH OF TRAVEL, WITH SCORING AT 9-FOOT INTERVALS TO ALIGN WITH PARKING SPACE STRIPING. 12. BUS SHELTER PADS WILL INCORPORATE DECORATIVE PATTERNED CONCRETE WITH WAVE PATTERN SCORING AND SANDBLASTTEXTURE. 13. PROVIDE MOCK UP OF ALL DECORATIVE CONCRETE SIDEWALKFINISHES. 14. AIRPORTS ARE EXEMPT FROM ANY LOCAL ORDINANCE RELATED TO TREES NORTH CAROLINA GENERAL STATUTE 153A-123(H). RRS PROPOSED ASPHALT PAVEMENT FUTURE PARKING FUTURE PARKING ADDENDUM 1 8/23/241 1 1 1 3 ADDENDUM 3 9/27/243 3 INFO. SIG NSTREET INFO. SI G N INFO. SI G N SIGN STOP SIGN STOP SIGN STOP SIGN STO P SIGN NCDOT R\W D ISK 5' SIDE WALK GRAVE L PARKING CO NSTR U C T I O N TRAILER LEA S E A R E A O THE R S AIR P ORT B OULEVAR D AIRP ORT B OULEVAR D SIGNINF O. XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B PROFESSIONAL SEAL Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 1 7 3 9 4 \ I L M B P 2 - 1 B 2 - L S - 1 0 0 . d w g Pl o t t e d b y : C o u r t e r , M e g a n Pl o t t e d o n : 8 / 9 / 2 0 2 4 9 : 5 4 A M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 NO RTH 100% DESIGN 08/09/2024 INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N) INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) STORM SEWER MANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E) INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N) INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALL STORM SEWERMANHOLERIM 24.51INV. 15.24 (NW)INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E) INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWERMANHOLERIM 24.21INV. 13.27 (E) INV. 13.26 (W) STORM SEWER YARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W) STORM SEWER MANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W) STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W) STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W) STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W) STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W) STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N)INV. 21.29 (W) INV. 19.71 (E)INV. 18.48 (S) STORM SEWER YARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W) STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W) INV. 15.79 INV. 15.91 INV. 15.83 Allegheny Drive STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S) STORM SEWERCURB INLETRIM 24.50 (EOP) INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP)INV. 13.76 (E) STORM SEWERMANHOLERIM BURIED STORM SEWER MANHOLERIM 23.84INV. 13.35 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S) STORM SEWER YARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W)INV. 19.41 (S) STORM SEWER YARD INLETRIM 27.00 INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33 INV. 20.17 INV. 20.99 INV. 20.37 STORM SEWER YARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWERYARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S) STORM SEWERMANHOLERIM 25.11INV. 6.52 STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPRIP-RAP STORM SEWERMANHOLERIM 22.71INV. 15.46 (E) INV. 14.39 (S)INV. 14.13 (W)STORM SEWERMANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWERYARD INLETRIM 20.75INV. 7.37 (E) STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N) INV. 17.22 (E)INV. 17.20 (S) STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89 STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90 INV. 23.08 INV. 24.19RIP-RAPINV. 23.98 STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWER CURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W) RIP-RAPINV. 26.57 INV. 26.37 INV. 26.36 INV. 25.34 INV. 25.07 INV. 26.89 RIP-RAPINV. 26.34 STORM SEWER CURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWERCURB INLETEOP 3302INV. 30.71 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWER YARD INLETRIM 37.90INV. 33.80 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S)INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S) INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWERCURB INLETEOP 38.96INV. 36.08 (E) INV. 35.90 (W) STORM SEWERMANHOLERIM 41.90INV. 38.91 ( S) INV. 37.69 (E) INV. 37.47 (W) STORM SEWERMANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEWERMANHOLERIM 42.01INV. 37.67 (W)INV. 37.62 (S)INV. 37.47 (E) STORM SEWERCURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVED OVER)0 STORM SEWERCURB INLETEOP 30.68 INV.26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWERYARD INLETRIM 21.60 INV.13.28 (N) INV.13.29 (S) STORM SEWER MANHOLE RIM 22.36 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM19.46INV. 15.54 (S) STORM SEWER MANHOLE RIM 22.36 INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S) STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV.12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP) INV. 12.77 (N) INV. 12.75 (E) M STOP INFO. SIGN INFO. SIGN LIMIT SIGNSPEED SIGNPARKING SIGNPARKING LIMIT SIGNSPEED INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNSIGNSTREET B-9BORE B-7BORE B-2BOREB-6BORE B-4BORE INFO. SIGN EXIT SIGN LIMIT SIGNSPEEDSIGNH\C SIGNH\C SIGNH\CINFO. SIGN INFO. SIGNINFO. SIGN LIMIT SIGNSPEED INFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGNSTOPSIGN STOP SIGN SIGNSTREETSIGNYIELDSIGNYIELDSIGNINFO.SIGNSTREETSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNYIELDSIGNINFO. SIGNILM SIGNINFO.LIGHT POLETRAFFIC PED.TRAFFICSIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN SIGNPARKING INFO. SIGN LIMIT SIGNSPEED SIGNSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGN INFO.SIGNINFO.SIGNSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING STOPSIGNPARKINGSIGNPARKINGSIGNPARKINGINFO.SIGNSIGNH\CSIGNH\C INFO. SIGN SIGNINFO. INFO. SIGN SIGN INFO. SIGN SIGNINFO.L\PL\PL\P L\P P\P P\PP\PP\PP\PP\PP\PP\PG\WG\WG\WG\W G\WG\WG\WG\WG\WSTOPELEC.VAULT INFO. SIGN INFO. SIGN LIMIT SIGNSPEED SIGNPARKING SIGNPARKING LIMIT SIGNSPEED INFO. SIGN INFO. SIGNELEC.VAULT INFO. SIGN INFO. SIGNSIGNSTREETELEC.BOXB-9BORE B-7BORE SWITCHCABINET B-2BOREB-6BOREAT&TVAULT B-4BORE INFO. SIGN OVERHEAD LINEEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT 5' SIDEWALK EXIT SIGNPED.BELLSOUTH CONCRETEMARKER LIMIT SIGNSPEEDPEDESTAL AT&TPEDESTAL ELEC. CONDUIT BLOCKFOOTER CONC.HEADWALL CONC.HEADWALLCONC.HEADWALLCONC.FLUME GRAVELPARKING CONSTRUCTIONTRAILERSIGNH\C SIGNH\C SIGNH\CL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\P L\P L\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\P L\P L\PL\PL\PL\PL\P L\PL\PINFO. SIGN INFO. SIGNINFO. SIGN LIMIT SIGNSPEEDL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\P L\P L\PL\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\P L\P L\P L\PL\PL\PAT&TPEDESTALL\PP\PL\PINFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN L\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PINFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGNL\PSTOP SIGNSTOP SIGNTELE.PED.ELEC.MH.TELE.MHELEC.MH. ELEC.MH.ELEC.MH.ELEC.MH.ELEC.MH. TELE.MHTELE.MH TELE.MH TELE.MH TELE.MHTELE.PED.FIBERVAULTELEC.VAULT STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGNSTOPSIGN STOP SIGN SIGNSTREETSIGNYIELDPANELELEC.SIGNYIELDSIGNINFO.SIGNSTREETSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\PL\P SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNYIELDVALVESEWERSIGNINFO.SIGNVAULT ELEC.PED.ELEC.METERSIGNILM SIGNINFO.VAULTFIBERLIGHT POLETRAFFIC VAULTFIBERVAULTSIGNALMARKERFIBERELEC.METERVAULTFIBERPED.TRAFFICSIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN L\PVAULTELEC. EDGE OF PAVEMENT EDGE OF PAVEMENT SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\P ELEC.VAULT SIGNPARKING EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTELEC.VAULT ELEC.VAULTINFO. SIGN LIMIT SIGNSPEED SIGNELEC.PANELSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED. ELEC.PED.SIGNINFO. SIGN INFO.SIGNELEC.PED.INFO.SIGN TICKETBOOTH ELEC.PED.ELEC.VAULTSIGNPARKINGL\PSIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGL\PSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGELEC.PED.ELEC.PANELINFO.SIGNSIGNH\CSIGNH\C EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTDUCTVAULT FAAMARKER GENERATORPADBACK FLOWPREVENTER WATERMETEREDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT INFO. SIGN TELE.VAULT ELEC.VAULTL\PL\PL\PL\PL\PL\PELEC.VAULT TELE.VAULTELEC.VAULTW\VENCLOSURE TELE.VAULTELEC.VAULT SIGNINFO. TELE.MH TELE.MHELEC.MH.L\PELEC.TRANS. INFO. SIGNELEC.TRANS. SIGN INFO. SIGNL\PL\PL\PSIGNINFO.ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVEGRAVEL DRIVE SPOIL SIGN STOP SIGN BUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT FENCE FENCE FENCE WALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 05 KEY MAP LS-101 AIRPORT LONG TERM PARKING LOT LANDSCAPE PLAN (SHEET 1 OF 5) MA T C H L I N E S E E L S - 1 0 2 MATCHLINE SEE LS-103 NOTES MRC DMB RRS ENTRYCANOPY2 D LEGEND A B C D E F (0) PARKING LOT ISLAND A - SEE LS-107 FOR ENLARGEMENTS (0) PARKING LOT ISLAND B - SEE LS-107 FOR ENLARGEMENTS (0) PARKING LOT ISLAND C - SEE LS-107 FOR ENLARGEMENTS (4) PARKING LOT ISLAND D - SEE LS-107 FOR ENLARGEMENTS (0) PARKING LOT ISLAND E - SEE LS-107 FOR ENLARGEMENTS (0) PARKING LOT ISLAND F - SEE LS-107 FOR ENLARGEMENTS PROPOSED ASPHALT PAVEMENTD D D 1. EXISTING INFORMATION IS BASED ON: a. JULY 15, 2022 AND JANUARY 12,2024, SURVEY. b. LOT F IS BASED ON OCTOBER 2023 CADDFILE RECEIVED FROM ILM CONSULTANT. 2. ALL PLAN SHEETS MUST BE PRINTED INCOLOR. 3. SEE LS-108 FOR PLANT QUANTITIES. 4. THE PROPOSED LANDSCAPE PLANTINGS, INCLUDING TREES, PALMS, ORNAMENTAL GRASSES, AND GROUNDCOVER, WILL BE COORDINATED WITH THE PLACEMENT OF THE PROPOSED PARKING LOT LIGHT POLES INSUBSEQUENT SUBMITTALS. THISCOORDINATION IS CRUCIAL TO ENSURE THE SAFETY OF BOTH PEDESTRIANS AND VEHICULAR TRAFFIC, AS WELL AS THE FUNCTIONALITY OF BOTH ELEMENTS. CONSIDERATION SHOULD BE GIVEN TO MAINTAINING ADEQUATE CLEARANCE FORMAINTENANCE ACCESS OF THE LANDSCAPEAND AROUND THE LIGHT POLES, WHILE ALSOACHIEVING A VISUALLY APPEALING DESIGN THAT COMPLEMENTS THE OVERALL PARKING LOT AESTHETIC. CELL PHONELOT X X X X X X X X X X X X X X X X X X X X SIG NH\C X X X X X X X X X X X L OT B LOT A TR AD EWI N D S D R I VE XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B PROFESSIONAL SEAL Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 1 7 3 9 4 \ I L M B P 2 - 1 B 2 - L S - 1 0 0 . d w g Pl o t t e d b y : C o u r t e r , M e g a n Pl o t t e d o n : 8 / 9 / 2 0 2 4 9 : 5 4 A M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 NO RTH 100% DESIGN 08/09/2024 LS-102 XXX XXX XXX INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N) INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) STORM SEWER MANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E) INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N) INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALL STORM SEWERMANHOLERIM 24.51INV. 15.24 (NW)INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E) INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWERMANHOLERIM 24.21INV. 13.27 (E) INV. 13.26 (W) STORM SEWER YARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W) STORM SEWER MANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W) STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W) STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W) STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W) STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W) STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N)INV. 21.29 (W) INV. 19.71 (E)INV. 18.48 (S) STORM SEWER YARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W) STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W) INV. 15.79 INV. 15.91 INV. 15.83 Allegheny Drive STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S) STORM SEWERCURB INLETRIM 24.50 (EOP) INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP)INV. 13.76 (E) STORM SEWERMANHOLERIM BURIED STORM SEWER MANHOLERIM 23.84INV. 13.35 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S) STORM SEWER YARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W)INV. 19.41 (S) STORM SEWER YARD INLETRIM 27.00 INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33 INV. 20.17 INV. 20.99 INV. 20.37 STORM SEWER YARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWERYARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S) STORM SEWERMANHOLERIM 25.11INV. 6.52 STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPRIP-RAP STORM SEWERMANHOLERIM 22.71INV. 15.46 (E) INV. 14.39 (S)INV. 14.13 (W)STORM SEWERMANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWERYARD INLETRIM 20.75INV. 7.37 (E) STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N) INV. 17.22 (E)INV. 17.20 (S) STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89 STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90 INV. 23.08 INV. 24.19RIP-RAPINV. 23.98 STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWER CURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W) RIP-RAPINV. 26.57 INV. 26.37 INV. 26.36 INV. 25.34 INV. 25.07 INV. 26.89 RIP-RAPINV. 26.34 STORM SEWER CURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWERCURB INLETEOP 3302INV. 30.71 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWER YARD INLETRIM 37.90INV. 33.80 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S)INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S) INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWERCURB INLETEOP 38.96INV. 36.08 (E) INV. 35.90 (W) STORM SEWERMANHOLERIM 41.90INV. 38.91 ( S) INV. 37.69 (E) INV. 37.47 (W) STORM SEWERMANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEWERMANHOLERIM 42.01INV. 37.67 (W)INV. 37.62 (S)INV. 37.47 (E) STORM SEWERCURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVED OVER)0 STORM SEWERCURB INLETEOP 30.68 INV.26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWERYARD INLETRIM 21.60 INV.13.28 (N) INV.13.29 (S) STORM SEWER MANHOLE RIM 22.36 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM19.46INV. 15.54 (S) STORM SEWER MANHOLE RIM 22.36 INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S) STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV.12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP) INV. 12.77 (N) INV. 12.75 (E) M STOP INFO. SIGN INFO. SIGN LIMIT SIGNSPEED SIGNPARKING SIGNPARKING LIMIT SIGNSPEED INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNSIGNSTREET B-9BORE B-7BORE B-2BOREB-6BORE B-4BORE INFO. SIGN EXIT SIGN LIMIT SIGNSPEEDSIGNH\C SIGNH\C SIGNH\CINFO. SIGN INFO. SIGNINFO. SIGN LIMIT SIGNSPEED INFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGNSTOPSIGN STOP SIGN SIGNSTREETSIGNYIELDSIGNYIELDSIGNINFO.SIGNSTREETSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNYIELDSIGNINFO. SIGNILM SIGNINFO.LIGHT POLETRAFFIC PED.TRAFFICSIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN SIGNPARKING INFO. SIGN LIMIT SIGNSPEED SIGNSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGN INFO.SIGNINFO.SIGNSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING STOPSIGNPARKINGSIGNPARKINGSIGNPARKINGINFO.SIGNSIGNH\CSIGNH\C INFO. SIGN SIGNINFO. INFO. SIGN SIGN INFO. SIGN SIGNINFO.L\PL\PL\P L\P P\P P\PP\PP\PP\PP\PP\PP\PG\WG\WG\WG\W G\WG\WG\WG\WG\WSTOPELEC.VAULT INFO. SIGN INFO. SIGN LIMIT SIGNSPEED SIGNPARKING SIGNPARKING LIMIT SIGNSPEED INFO. SIGN INFO. SIGNELEC.VAULT INFO. SIGN INFO. SIGNSIGNSTREETELEC.BOXB-9BORE B-7BORE SWITCHCABINET B-2BOREB-6BOREAT&TVAULT B-4BORE INFO. SIGN OVERHEAD LINEEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT 5' SIDEWALK EXIT SIGNPED.BELLSOUTH CONCRETEMARKER LIMIT SIGNSPEEDPEDESTAL AT&TPEDESTAL ELEC. CONDUIT BLOCKFOOTER CONC.HEADWALL CONC.HEADWALLCONC.HEADWALLCONC.FLUME GRAVELPARKING CONSTRUCTIONTRAILERSIGNH\C SIGNH\C SIGNH\CL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\P L\P L\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\P L\P L\PL\PL\PL\PL\P L\PL\PINFO. SIGN INFO. SIGNINFO. SIGN LIMIT SIGNSPEEDL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\P L\P L\PL\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\P L\P L\P L\PL\PL\PAT&TPEDESTALL\PP\PL\PINFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN L\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PINFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGNL\PSTOP SIGNSTOP SIGNTELE.PED.ELEC.MH.TELE.MHELEC.MH. ELEC.MH.ELEC.MH.ELEC.MH.ELEC.MH. TELE.MHTELE.MH TELE.MH TELE.MH TELE.MHTELE.PED.FIBERVAULTELEC.VAULT STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGNSTOPSIGN STOP SIGN SIGNSTREETSIGNYIELDPANELELEC.SIGNYIELDSIGNINFO.SIGNSTREETSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\PL\P SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNYIELDVALVESEWERSIGNINFO.SIGNVAULT ELEC.PED.ELEC.METERSIGNILM SIGNINFO.VAULTFIBERLIGHT POLETRAFFIC VAULTFIBERVAULTSIGNALMARKERFIBERELEC.METERVAULTFIBERPED.TRAFFICSIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN L\PVAULTELEC. EDGE OF PAVEMENT EDGE OF PAVEMENT SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\P ELEC.VAULT SIGNPARKING EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTELEC.VAULT ELEC.VAULTINFO. SIGN LIMIT SIGNSPEED SIGNELEC.PANELSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED. ELEC.PED.SIGNINFO. SIGN INFO.SIGNELEC.PED.INFO.SIGN TICKETBOOTH ELEC.PED.ELEC.VAULTSIGNPARKINGL\PSIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGL\PSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGELEC.PED.ELEC.PANELINFO.SIGNSIGNH\CSIGNH\C EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTDUCTVAULT FAAMARKER GENERATORPADBACK FLOWPREVENTER WATERMETEREDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT INFO. SIGN TELE.VAULT ELEC.VAULTL\PL\PL\PL\PL\PL\PELEC.VAULT TELE.VAULTELEC.VAULTW\VENCLOSURE TELE.VAULTELEC.VAULT SIGNINFO. TELE.MH TELE.MHELEC.MH.L\PELEC.TRANS. INFO. SIGNELEC.TRANS. SIGN INFO. SIGNL\PL\PL\PSIGNINFO.ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVEGRAVEL DRIVE SPOIL SIGN STOP SIGN BUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT FENCE FENCE FENCE WALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 05 KEY MAP AIRPORT LONG TERM PARKING LOT LANDSCAPE PLAN (SHEET 2 OF 5) MA T C H L I N E S E E L S - 1 0 1 MATCHLINE SEE LS-104 NOTES MRC DMB RRS ENTRYCANOPY 1 EM ER G EN C Y A C C ES S R O A D EDD LEGEND A B C D PROPOSED ASPHALT PAVEMENT E F (0) PARKING LOT ISLAND A - SEE LS-107 FOR ENLARGEMENTS (0) PARKING LOT ISLAND B - SEE LS-107 FOR ENLARGEMENTS (0) PARKING LOT ISLAND C - SEE LS-107 FOR ENLARGEMENTS (2) PARKING LOT ISLAND D - SEE LS-107 FOR ENLARGEMENTS (1) PARKING LOT ISLAND E - SEE LS-107 FOR ENLARGEMENTS (0) PARKING LOT ISLAND F - SEE LS-107 FOR ENLARGEMENTS 1. EXISTING INFORMATION IS BASED ON: a. JULY 15, 2022 AND JANUARY 12,2024, SURVEY. b. LOT F IS BASED ON OCTOBER 2023 CADDFILE RECEIVED FROM ILM CONSULTANT. 2. ALL PLAN SHEETS MUST BE PRINTED INCOLOR. 3. SEE LS-108 FOR PLANT QUANTITIES. 4. THE PROPOSED LANDSCAPE PLANTINGS, INCLUDING TREES, PALMS, ORNAMENTAL GRASSES, AND GROUNDCOVER, WILL BE COORDINATED WITH THE PLACEMENT OF THE PROPOSED PARKING LOT LIGHT POLES INSUBSEQUENT SUBMITTALS. THISCOORDINATION IS CRUCIAL TO ENSURE THE SAFETY OF BOTH PEDESTRIANS AND VEHICULAR TRAFFIC, AS WELL AS THE FUNCTIONALITY OF BOTH ELEMENTS. CONSIDERATION SHOULD BE GIVEN TO MAINTAINING ADEQUATE CLEARANCE FORMAINTENANCE ACCESS OF THE LANDSCAPEAND AROUND THE LIGHT POLES, WHILE ALSOACHIEVING A VISUALLY APPEALING DESIGN THAT COMPLEMENTS THE OVERALL PARKING LOT AESTHETIC. XX XX XX XX XX XX XX XX XX XX XX XX XX SIG NPAR K I NG INFO. SI G N STOP SIGN XX XX XX XX SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B PROFESSIONAL SEAL Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 1 7 3 9 4 \ I L M B P 2 - 1 B 2 - L S - 1 0 0 _ R E V 3 . d w g Pl o t t e d b y : C o u r t e r , M e g a n Pl o t t e d o n : 9 / 2 9 / 2 0 2 4 7 : 1 6 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 NO RTH 100% DESIGN 08/09/2024 LS-103 XXX XXX XXX INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N) INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) STORM SEWER MANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E) INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N) INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALL STORM SEWERMANHOLERIM 24.51INV. 15.24 (NW)INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E) INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWERMANHOLERIM 24.21INV. 13.27 (E) INV. 13.26 (W) STORM SEWER YARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W) STORM SEWER MANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W) STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W) STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W) STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W) STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W) STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N)INV. 21.29 (W) INV. 19.71 (E)INV. 18.48 (S) STORM SEWER YARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W) STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W) INV. 15.79 INV. 15.91 INV. 15.83 Allegheny Drive STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S) STORM SEWERCURB INLETRIM 24.50 (EOP) INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP)INV. 13.76 (E) STORM SEWERMANHOLERIM BURIED STORM SEWER MANHOLERIM 23.84INV. 13.35 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S) STORM SEWER YARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W)INV. 19.41 (S) STORM SEWER YARD INLETRIM 27.00 INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33 INV. 20.17 INV. 20.99 INV. 20.37 STORM SEWER YARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWERYARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S) STORM SEWERMANHOLERIM 25.11INV. 6.52 STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPRIP-RAP STORM SEWERMANHOLERIM 22.71INV. 15.46 (E) INV. 14.39 (S)INV. 14.13 (W)STORM SEWERMANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWERYARD INLETRIM 20.75INV. 7.37 (E) STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N) INV. 17.22 (E)INV. 17.20 (S) STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89 STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90 INV. 23.08 INV. 24.19RIP-RAPINV. 23.98 STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWER CURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W) RIP-RAPINV. 26.57 INV. 26.37 INV. 26.36 INV. 25.34 INV. 25.07 INV. 26.89 RIP-RAPINV. 26.34 STORM SEWER CURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWERCURB INLETEOP 3302INV. 30.71 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWER YARD INLETRIM 37.90INV. 33.80 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S)INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S) INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWERCURB INLETEOP 38.96INV. 36.08 (E) INV. 35.90 (W) STORM SEWERMANHOLERIM 41.90INV. 38.91 ( S) INV. 37.69 (E) INV. 37.47 (W) STORM SEWERMANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEWERMANHOLERIM 42.01INV. 37.67 (W)INV. 37.62 (S)INV. 37.47 (E) STORM SEWERCURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVED OVER)0 STORM SEWERCURB INLETEOP 30.68 INV.26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWERYARD INLETRIM 21.60 INV.13.28 (N) INV.13.29 (S) STORM SEWER MANHOLE RIM 22.36 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM19.46INV. 15.54 (S) STORM SEWER MANHOLE RIM 22.36 INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S) STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV.12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP) INV. 12.77 (N) INV. 12.75 (E) M STOP INFO. SIGN INFO. SIGN LIMIT SIGNSPEED SIGNPARKING SIGNPARKING LIMIT SIGNSPEED INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNSIGNSTREET B-9BORE B-7BORE B-2BOREB-6BORE B-4BORE INFO. SIGN EXIT SIGN LIMIT SIGNSPEEDSIGNH\C SIGNH\C SIGNH\CINFO. SIGN INFO. SIGNINFO. SIGN LIMIT SIGNSPEED INFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGNSTOPSIGN STOP SIGN SIGNSTREETSIGNYIELDSIGNYIELDSIGNINFO.SIGNSTREETSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNYIELDSIGNINFO. SIGNILM SIGNINFO.LIGHT POLETRAFFIC PED.TRAFFICSIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN SIGNPARKING INFO. SIGN LIMIT SIGNSPEED SIGNSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGN INFO.SIGNINFO.SIGNSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING STOPSIGNPARKINGSIGNPARKINGSIGNPARKINGINFO.SIGNSIGNH\CSIGNH\C INFO. SIGN SIGNINFO. INFO. SIGN SIGN INFO. SIGN SIGNINFO.L\PL\PL\P L\P P\P P\PP\PP\PP\PP\PP\PP\PG\WG\WG\WG\W G\WG\WG\WG\WG\WSTOPELEC.VAULT INFO. SIGN INFO. SIGN LIMIT SIGNSPEED SIGNPARKING SIGNPARKING LIMIT SIGNSPEED INFO. SIGN INFO. SIGNELEC.VAULT INFO. SIGN INFO. SIGNSIGNSTREETELEC.BOXB-9BORE B-7BORE SWITCHCABINET B-2BOREB-6BOREAT&TVAULT B-4BORE INFO. SIGN OVERHEAD LINEEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT 5' SIDEWALK EXIT SIGNPED.BELLSOUTH CONCRETEMARKER LIMIT SIGNSPEEDPEDESTAL AT&TPEDESTAL ELEC. CONDUIT BLOCKFOOTER CONC.HEADWALL CONC.HEADWALLCONC.HEADWALLCONC.FLUME GRAVELPARKING CONSTRUCTIONTRAILERSIGNH\C SIGNH\C SIGNH\CL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\P L\P L\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\P L\P L\PL\PL\PL\PL\P L\PL\PINFO. SIGN INFO. SIGNINFO. SIGN LIMIT SIGNSPEEDL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\P L\P L\PL\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\P L\P L\P L\PL\PL\PAT&TPEDESTALL\PP\PL\PINFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN L\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PINFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGNL\PSTOP SIGNSTOP SIGNTELE.PED.ELEC.MH.TELE.MHELEC.MH. ELEC.MH.ELEC.MH.ELEC.MH.ELEC.MH. TELE.MHTELE.MH TELE.MH TELE.MH TELE.MHTELE.PED.FIBERVAULTELEC.VAULT STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGNSTOPSIGN STOP SIGN SIGNSTREETSIGNYIELDPANELELEC.SIGNYIELDSIGNINFO.SIGNSTREETSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\PL\P SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNYIELDVALVESEWERSIGNINFO.SIGNVAULT ELEC.PED.ELEC.METERSIGNILM SIGNINFO.VAULTFIBERLIGHT POLETRAFFIC VAULTFIBERVAULTSIGNALMARKERFIBERELEC.METERVAULTFIBERPED.TRAFFICSIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN L\PVAULTELEC. EDGE OF PAVEMENT EDGE OF PAVEMENT SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\P ELEC.VAULT SIGNPARKING EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTELEC.VAULT ELEC.VAULTINFO. SIGN LIMIT SIGNSPEED SIGNELEC.PANELSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED. ELEC.PED.SIGNINFO. SIGN INFO.SIGNELEC.PED.INFO.SIGN TICKETBOOTH ELEC.PED.ELEC.VAULTSIGNPARKINGL\PSIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGL\PSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGELEC.PED.ELEC.PANELINFO.SIGNSIGNH\CSIGNH\C EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTDUCTVAULT FAAMARKER GENERATORPADBACK FLOWPREVENTER WATERMETEREDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT INFO. SIGN TELE.VAULT ELEC.VAULTL\PL\PL\PL\PL\PL\PELEC.VAULT TELE.VAULTELEC.VAULTW\VENCLOSURE TELE.VAULTELEC.VAULT SIGNINFO. TELE.MH TELE.MHELEC.MH.L\PELEC.TRANS. INFO. SIGNELEC.TRANS. SIGN INFO. SIGNL\PL\PL\PSIGNINFO.ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVEGRAVEL DRIVE SPOIL SIGN STOP SIGN BUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT FENCE FENCE FENCE WALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 05 KEY MAP AIRPORT LONG TERM PARKING LOT LANDSCAPE PLAN (SHEET 3 OF 5) MA T C H L I N E S E E L S - 1 0 4 MATCHLINE SEE LS-101 MATCHLINE SEE LS-105 NOTES MRC DMB RRS E A C F BB BB LEGEND A B C D E F BUS SHELTER 2 EXITCANOPY2 E E A C A C C C C C C A C A C (5) PARKING LOT ISLAND A - SEE LS-107 FOR ENLARGEMENTS (4) PARKING LOT ISLAND B - SEE LS-107 FOR ENLARGEMENTS (10) PARKING LOT ISLAND C - SEE LS-107 FOR ENLARGEMENTS (0) PARKING LOT ISLAND D - SEE LS-107 FOR ENLARGEMENTS (3) PARKING LOT ISLAND E - SEE LS-107 FOR ENLARGEMENTS (1) PARKING LOT ISLAND F - SEE LS-107 FOR ENLARGEMENTS 1. EXISTING INFORMATION IS BASED ON: a. JULY 15, 2022 AND JANUARY 12,2024, SURVEY. b. LOT F IS BASED ON OCTOBER 2023 CADDFILE RECEIVED FROM ILM CONSULTANT. 2. ALL PLAN SHEETS MUST BE PRINTED INCOLOR. 3. SEE LS-108 FOR PLANT QUANTITIES. 4. THE PROPOSED LANDSCAPE PLANTINGS, INCLUDING TREES, PALMS, ORNAMENTAL GRASSES, AND GROUNDCOVER, WILL BE COORDINATED WITH THE PLACEMENT OF THEPROPOSED PARKING LOT LIGHT POLES INSUBSEQUENT SUBMITTALS. THISCOORDINATION IS CRUCIAL TO ENSURE THE SAFETY OF BOTH PEDESTRIANS AND VEHICULAR TRAFFIC, AS WELL AS THE FUNCTIONALITY OF BOTH ELEMENTS. CONSIDERATION SHOULD BE GIVEN TO MAINTAINING ADEQUATE CLEARANCE FORMAINTENANCE ACCESS OF THE LANDSCAPEAND AROUND THE LIGHT POLES, WHILE ALSOACHIEVING A VISUALLY APPEALING DESIGN THAT COMPLEMENTS THE OVERALL PARKING LOT AESTHETIC. CENTRAL LINEAR SIDEWALK- REFER TO LS-107 AND LS112 BUS SHELTER 1 LINEAR SIDEWALK - REFER TO CIVIL BUS SHELTER 2 LINEAR SIDEWALK - REFER TO CIVIL ADDENDUM 1 8/23/241 1 ADDENDUM 3 9/27/243 3 PROPOSED ASPHALT PAVEMENT, REFER TO CIVIL PROPOSED LANDSCAPING 3 3 REFER TO CIVIL REFER TO CIVIL REFER TO CIVIL REFER TO CIVIL X X X X X X X X CU R B L IN E CU R B LIN E X X X X X X X X X X X X X X X X X X X X X X X X X X X INFO. SIGN TICKET BOOT H FE NCE INFO. SIGN SIGNPARKING XX XX XX SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B PROFESSIONAL SEAL Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 1 7 3 9 4 \ I L M B P 2 - 1 B 2 - L S - 1 0 0 _ R E V 3 . d w g Pl o t t e d b y : C o u r t e r , M e g a n Pl o t t e d o n : 9 / 2 9 / 2 0 2 4 6 : 4 9 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 NO RTH 100% DESIGN 08/09/2024 LS-104 XXX XXX XXX INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N) INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) STORM SEWER MANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E) INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N) INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALL STORM SEWERMANHOLERIM 24.51INV. 15.24 (NW)INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E) INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWERMANHOLERIM 24.21INV. 13.27 (E) INV. 13.26 (W) STORM SEWER YARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W) STORM SEWER MANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W) STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W) STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W) STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W) STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W) STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N)INV. 21.29 (W) INV. 19.71 (E)INV. 18.48 (S) STORM SEWER YARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W) STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W) INV. 15.79 INV. 15.91 INV. 15.83 Allegheny Drive STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S) STORM SEWERCURB INLETRIM 24.50 (EOP) INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP)INV. 13.76 (E) STORM SEWERMANHOLERIM BURIED STORM SEWER MANHOLERIM 23.84INV. 13.35 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S) STORM SEWER YARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W)INV. 19.41 (S) STORM SEWER YARD INLETRIM 27.00 INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33 INV. 20.17 INV. 20.99 INV. 20.37 STORM SEWER YARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWERYARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S) STORM SEWERMANHOLERIM 25.11INV. 6.52 STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPRIP-RAP STORM SEWERMANHOLERIM 22.71INV. 15.46 (E) INV. 14.39 (S)INV. 14.13 (W)STORM SEWERMANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWERYARD INLETRIM 20.75INV. 7.37 (E) STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N) INV. 17.22 (E)INV. 17.20 (S) STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89 STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90 INV. 23.08 INV. 24.19RIP-RAPINV. 23.98 STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWER CURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W) RIP-RAPINV. 26.57 INV. 26.37 INV. 26.36 INV. 25.34 INV. 25.07 INV. 26.89 RIP-RAPINV. 26.34 STORM SEWER CURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWERCURB INLETEOP 3302INV. 30.71 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWER YARD INLETRIM 37.90INV. 33.80 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S)INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S) INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWERCURB INLETEOP 38.96INV. 36.08 (E) INV. 35.90 (W) STORM SEWERMANHOLERIM 41.90INV. 38.91 ( S) INV. 37.69 (E) INV. 37.47 (W) STORM SEWERMANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEWERMANHOLERIM 42.01INV. 37.67 (W)INV. 37.62 (S)INV. 37.47 (E) STORM SEWERCURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVED OVER)0 STORM SEWERCURB INLETEOP 30.68 INV.26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWERYARD INLETRIM 21.60 INV.13.28 (N) INV.13.29 (S) STORM SEWER MANHOLE RIM 22.36 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM19.46INV. 15.54 (S) STORM SEWER MANHOLE RIM 22.36 INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S) STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV.12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP) INV. 12.77 (N) INV. 12.75 (E) M STOP INFO. SIGN INFO. SIGN LIMIT SIGNSPEED SIGNPARKING SIGNPARKING LIMIT SIGNSPEED INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNSIGNSTREET B-9BORE B-7BORE B-2BOREB-6BORE B-4BORE INFO. SIGN EXIT SIGN LIMIT SIGNSPEEDSIGNH\C SIGNH\C SIGNH\CINFO. SIGN INFO. SIGNINFO. SIGN LIMIT SIGNSPEED INFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGNSTOPSIGN STOP SIGN SIGNSTREETSIGNYIELDSIGNYIELDSIGNINFO.SIGNSTREETSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNYIELDSIGNINFO. SIGNILM SIGNINFO.LIGHT POLETRAFFIC PED.TRAFFICSIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN SIGNPARKING INFO. SIGN LIMIT SIGNSPEED SIGNSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGN INFO.SIGNINFO.SIGNSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING STOPSIGNPARKINGSIGNPARKINGSIGNPARKINGINFO.SIGNSIGNH\CSIGNH\C INFO. SIGN SIGNINFO. INFO. SIGN SIGN INFO. SIGN SIGNINFO.L\PL\PL\P L\P P\P P\PP\PP\PP\PP\PP\PP\PG\WG\WG\WG\W G\WG\WG\WG\WG\WSTOPELEC.VAULT INFO. SIGN INFO. SIGN LIMIT SIGNSPEED SIGNPARKING SIGNPARKING LIMIT SIGNSPEED INFO. SIGN INFO. SIGNELEC.VAULT INFO. SIGN INFO. SIGNSIGNSTREETELEC.BOXB-9BORE B-7BORE SWITCHCABINET B-2BOREB-6BOREAT&TVAULT B-4BORE INFO. SIGN OVERHEAD LINEEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT 5' SIDEWALK EXIT SIGNPED.BELLSOUTH CONCRETEMARKER LIMIT SIGNSPEEDPEDESTAL AT&TPEDESTAL ELEC. CONDUIT BLOCKFOOTER CONC.HEADWALL CONC.HEADWALLCONC.HEADWALLCONC.FLUME GRAVELPARKING CONSTRUCTIONTRAILERSIGNH\C SIGNH\C SIGNH\CL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\P L\P L\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\P L\P L\PL\PL\PL\PL\P L\PL\PINFO. SIGN INFO. SIGNINFO. SIGN LIMIT SIGNSPEEDL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\P L\P L\PL\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\P L\P L\P L\PL\PL\PAT&TPEDESTALL\PP\PL\PINFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN L\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PINFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGNL\PSTOP SIGNSTOP SIGNTELE.PED.ELEC.MH.TELE.MHELEC.MH. ELEC.MH.ELEC.MH.ELEC.MH.ELEC.MH. TELE.MHTELE.MH TELE.MH TELE.MH TELE.MHTELE.PED.FIBERVAULTELEC.VAULT STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGNSTOPSIGN STOP SIGN SIGNSTREETSIGNYIELDPANELELEC.SIGNYIELDSIGNINFO.SIGNSTREETSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\PL\P SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNYIELDVALVESEWERSIGNINFO.SIGNVAULT ELEC.PED.ELEC.METERSIGNILM SIGNINFO.VAULTFIBERLIGHT POLETRAFFIC VAULTFIBERVAULTSIGNALMARKERFIBERELEC.METERVAULTFIBERPED.TRAFFICSIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN L\PVAULTELEC. EDGE OF PAVEMENT EDGE OF PAVEMENT SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\P ELEC.VAULT SIGNPARKING EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTELEC.VAULT ELEC.VAULTINFO. SIGN LIMIT SIGNSPEED SIGNELEC.PANELSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED. ELEC.PED.SIGNINFO. SIGN INFO.SIGNELEC.PED.INFO.SIGN TICKETBOOTH ELEC.PED.ELEC.VAULTSIGNPARKINGL\PSIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGL\PSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGELEC.PED.ELEC.PANELINFO.SIGNSIGNH\CSIGNH\C EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTDUCTVAULT FAAMARKER GENERATORPADBACK FLOWPREVENTER WATERMETEREDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT INFO. SIGN TELE.VAULT ELEC.VAULTL\PL\PL\PL\PL\PL\PELEC.VAULT TELE.VAULTELEC.VAULTW\VENCLOSURE TELE.VAULTELEC.VAULT SIGNINFO. TELE.MH TELE.MHELEC.MH.L\PELEC.TRANS. INFO. SIGNELEC.TRANS. SIGN INFO. SIGNL\PL\PL\PSIGNINFO.ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVEGRAVEL DRIVE SPOIL SIGN STOP SIGN BUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT FENCE FENCE FENCE WALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 05 KEY MAP AIRPORT LONG TERM PARKING LOT LANDSCAPE PLAN (SHEET 4 OF 5) MA T C H L I N E S E E L S - 1 0 3 MATCHLINE SEE LS-102 MATCHLINE SEE LS-105 NOTES MRC DMB RRS BUS SHELTER 1 E C A LEGEND A B C D E F E E C A C A C A C A C C C C C F (5) PARKING LOT ISLAND A - SEE LS-107 FOR ENLARGEMENTS (0) PARKING LOT ISLAND B - SEE LS-107 FOR ENLARGEMENTS (9) PARKING LOT ISLAND C - SEE LS-107 FOR ENLARGEMENTS (0) PARKING LOT ISLAND D - SEE LS-107 FOR ENLARGEMENTS (3) PARKING LOT ISLAND E - SEE LS-107 FOR ENLARGEMENTS (1) PARKING LOT ISLAND F - SEE LS-107 FOR ENLARGEMENTS 1. EXISTING INFORMATION IS BASED ON: a. JULY 15, 2022 AND JANUARY 12,2024, SURVEY. b. LOT F IS BASED ON OCTOBER 2023 CADDFILE RECEIVED FROM ILM CONSULTANT. 2. ALL PLAN SHEETS MUST BE PRINTED INCOLOR. 3. SEE LS-108 FOR PLANT QUANTITIES. 4. THE PROPOSED LANDSCAPE PLANTINGS, INCLUDING TREES, PALMS, ORNAMENTAL GRASSES, AND GROUNDCOVER, WILL BE COORDINATED WITH THE PLACEMENT OF THEPROPOSED PARKING LOT LIGHT POLES INSUBSEQUENT SUBMITTALS. THISCOORDINATION IS CRUCIAL TO ENSURE THE SAFETY OF BOTH PEDESTRIANS AND VEHICULAR TRAFFIC, AS WELL AS THE FUNCTIONALITY OF BOTH ELEMENTS. CONSIDERATION SHOULD BE GIVEN TO MAINTAINING ADEQUATE CLEARANCE FORMAINTENANCE ACCESS OF THE LANDSCAPEAND AROUND THE LIGHT POLES, WHILE ALSOACHIEVING A VISUALLY APPEALING DESIGN THAT COMPLEMENTS THE OVERALL PARKING LOT AESTHETIC. ADDENDUM 1 8/23/241 1 ADDENDUM 3 9/27/243 3 PROPOSED ASPHALT PAVEMENT, REFER TO CIVIL PROPOSED LANDSCAPING CENTRAL LINEAR SIDEWALK- REFER TO LS-107 AND LS112 BUS SHELTER 1 LINEAR SIDEWALK - REFER TO CIVIL 3 3 3 REFER TO CIVIL REFER TO CIVIL REFER TO CIVIL BUS SHELTER 2 LINEAR SIDEWALK - REFER TO CIVIL X X X X X X X X X X X X X X C U R B L I N E CURB LINE LIM I T SIGN SPEED CONCRETE MAR K E R X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X SIGN STOP SIGN X X MH MH MHX CON C R E TE WALK H\CSIGN CREWCAR X X X X X X M O D E R N A V I A T I O N A C C E S S R O A D MO DE RN A V I A TI O N DRI V E W A Y A IRP ORT B OULE V A RD AR F F AC C ESS R OAD T E M P R D W Y MO D ER N AVI ATI O N PAR KI N G L O T LOT E AIRPORT BOULEVARD DOLAN DRIVE HE WLE TT D R I V E TRA SK DRI V E LIM I T SIGN SPEED INFO. SIGN STOP SIGN XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XX XX XX XX XX XX XX XX XX XX XX XX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B PROFESSIONAL SEAL Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 1 7 3 9 4 \ I L M B P 2 - 1 B 2 - L S - 1 0 0 . d w g Pl o t t e d b y : C o u r t e r , M e g a n Pl o t t e d o n : 8 / 9 / 2 0 2 4 9 : 5 4 A M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 NO RTH 100% DESIGN 08/09/2024 LS-105 XXX XXX XXX INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N) INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) STORM SEWER MANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E) INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N) INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALL STORM SEWERMANHOLERIM 24.51INV. 15.24 (NW)INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E) INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWERMANHOLERIM 24.21INV. 13.27 (E) INV. 13.26 (W) STORM SEWER YARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W) STORM SEWER MANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W) STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W) STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W) STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W) STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W) STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N)INV. 21.29 (W) INV. 19.71 (E)INV. 18.48 (S) STORM SEWER YARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W) STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W) INV. 15.79 INV. 15.91 INV. 15.83 Allegheny Drive STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S) STORM SEWERCURB INLETRIM 24.50 (EOP) INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP)INV. 13.76 (E) STORM SEWERMANHOLERIM BURIED STORM SEWER MANHOLERIM 23.84INV. 13.35 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S) STORM SEWER YARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W)INV. 19.41 (S) STORM SEWER YARD INLETRIM 27.00 INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33 INV. 20.17 INV. 20.99 INV. 20.37 STORM SEWER YARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWERYARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S) STORM SEWERMANHOLERIM 25.11INV. 6.52 STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPRIP-RAP STORM SEWERMANHOLERIM 22.71INV. 15.46 (E) INV. 14.39 (S)INV. 14.13 (W)STORM SEWERMANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWERYARD INLETRIM 20.75INV. 7.37 (E) STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N) INV. 17.22 (E)INV. 17.20 (S) STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89 STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90 INV. 23.08 INV. 24.19RIP-RAPINV. 23.98 STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWER CURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W) RIP-RAPINV. 26.57 INV. 26.37 INV. 26.36 INV. 25.34 INV. 25.07 INV. 26.89 RIP-RAPINV. 26.34 STORM SEWER CURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWERCURB INLETEOP 3302INV. 30.71 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWER YARD INLETRIM 37.90INV. 33.80 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S)INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S) INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWERCURB INLETEOP 38.96INV. 36.08 (E) INV. 35.90 (W) STORM SEWERMANHOLERIM 41.90INV. 38.91 ( S) INV. 37.69 (E) INV. 37.47 (W) STORM SEWERMANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEWERMANHOLERIM 42.01INV. 37.67 (W)INV. 37.62 (S)INV. 37.47 (E) STORM SEWERCURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVED OVER)0 STORM SEWERCURB INLETEOP 30.68 INV.26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWERYARD INLETRIM 21.60 INV.13.28 (N) INV.13.29 (S) STORM SEWER MANHOLE RIM 22.36 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM19.46INV. 15.54 (S) STORM SEWER MANHOLE RIM 22.36 INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S) STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV.12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP) INV. 12.77 (N) INV. 12.75 (E) M STOP INFO. SIGN INFO. SIGN LIMIT SIGNSPEED SIGNPARKING SIGNPARKING LIMIT SIGNSPEED INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNSIGNSTREET B-9BORE B-7BORE B-2BOREB-6BORE B-4BORE INFO. SIGN EXIT SIGN LIMIT SIGNSPEEDSIGNH\C SIGNH\C SIGNH\CINFO. SIGN INFO. SIGNINFO. SIGN LIMIT SIGNSPEED INFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGNSTOPSIGN STOP SIGN SIGNSTREETSIGNYIELDSIGNYIELDSIGNINFO.SIGNSTREETSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNYIELDSIGNINFO. SIGNILM SIGNINFO.LIGHT POLETRAFFIC PED.TRAFFICSIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN SIGNPARKING INFO. SIGN LIMIT SIGNSPEED SIGNSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGN INFO.SIGNINFO.SIGNSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING STOPSIGNPARKINGSIGNPARKINGSIGNPARKINGINFO.SIGNSIGNH\CSIGNH\C INFO. SIGN SIGNINFO. INFO. SIGN SIGN INFO. SIGN SIGNINFO.L\PL\PL\P L\P P\P P\PP\PP\PP\PP\PP\PP\PG\WG\WG\WG\W G\WG\WG\WG\WG\WSTOPELEC.VAULT INFO. SIGN INFO. SIGN LIMIT SIGNSPEED SIGNPARKING SIGNPARKING LIMIT SIGNSPEED INFO. SIGN INFO. SIGNELEC.VAULT INFO. SIGN INFO. SIGNSIGNSTREETELEC.BOXB-9BORE B-7BORE SWITCHCABINET B-2BOREB-6BOREAT&TVAULT B-4BORE INFO. SIGN OVERHEAD LINEEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT 5' SIDEWALK EXIT SIGNPED.BELLSOUTH CONCRETEMARKER LIMIT SIGNSPEEDPEDESTAL AT&TPEDESTAL ELEC. CONDUIT BLOCKFOOTER CONC.HEADWALL CONC.HEADWALLCONC.HEADWALLCONC.FLUME GRAVELPARKING CONSTRUCTIONTRAILERSIGNH\C SIGNH\C SIGNH\CL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\P L\P L\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\P L\P L\PL\PL\PL\PL\P L\PL\PINFO. SIGN INFO. SIGNINFO. SIGN LIMIT SIGNSPEEDL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\P L\P L\PL\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\P L\P L\P L\PL\PL\PAT&TPEDESTALL\PP\PL\PINFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN L\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PINFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGNL\PSTOP SIGNSTOP SIGNTELE.PED.ELEC.MH.TELE.MHELEC.MH. ELEC.MH.ELEC.MH.ELEC.MH.ELEC.MH. TELE.MHTELE.MH TELE.MH TELE.MH TELE.MHTELE.PED.FIBERVAULTELEC.VAULT STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGNSTOPSIGN STOP SIGN SIGNSTREETSIGNYIELDPANELELEC.SIGNYIELDSIGNINFO.SIGNSTREETSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\PL\P SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNYIELDVALVESEWERSIGNINFO.SIGNVAULT ELEC.PED.ELEC.METERSIGNILM SIGNINFO.VAULTFIBERLIGHT POLETRAFFIC VAULTFIBERVAULTSIGNALMARKERFIBERELEC.METERVAULTFIBERPED.TRAFFICSIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN L\PVAULTELEC. EDGE OF PAVEMENT EDGE OF PAVEMENT SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\P ELEC.VAULT SIGNPARKING EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTELEC.VAULT ELEC.VAULTINFO. SIGN LIMIT SIGNSPEED SIGNELEC.PANELSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED. ELEC.PED.SIGNINFO. SIGN INFO.SIGNELEC.PED.INFO.SIGN TICKETBOOTH ELEC.PED.ELEC.VAULTSIGNPARKINGL\PSIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGL\PSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGELEC.PED.ELEC.PANELINFO.SIGNSIGNH\CSIGNH\C EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTDUCTVAULT FAAMARKER GENERATORPADBACK FLOWPREVENTER WATERMETEREDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT INFO. SIGN TELE.VAULT ELEC.VAULTL\PL\PL\PL\PL\PL\PELEC.VAULT TELE.VAULTELEC.VAULTW\VENCLOSURE TELE.VAULTELEC.VAULT SIGNINFO. TELE.MH TELE.MHELEC.MH.L\PELEC.TRANS. INFO. SIGNELEC.TRANS. SIGN INFO. SIGNL\PL\PL\PSIGNINFO.ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVEGRAVEL DRIVE SPOIL SIGN STOP SIGN BUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT FENCE FENCE FENCE WALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 05 KEY MAP AIRPORT LONG TERM PARKING LOT LANDSCAPE PLAN (SHEET 5 OF 5) MATCHLINE SEE LS-103 MATCHLINE SEE LS-104 MRC DMB RRS EXITCANOPY 1 LEGEND NOTES 1. EXISTING INFORMATION IS BASED ON: a. JULY 15, 2022 AND JANUARY 12,2024, SURVEY. b. LOT F IS BASED ON OCTOBER 2023 CADDFILE RECEIVED FROM ILM CONSULTANT. 2. ALL PLAN SHEETS MUST BE PRINTED INCOLOR. 3. SEE LS-108 FOR PLANT QUANTITIES. 4. NO PARKING LOT LANDSCAPING THIS SHEET. 5. THE PROPOSED LANDSCAPE PLANTINGS, INCLUDING TREES, PALMS, ORNAMENTAL GRASSES, AND GROUNDCOVER, WILL BECOORDINATED WITH THE PLACEMENT OF THEPROPOSED PARKING LOT LIGHT POLES INSUBSEQUENT SUBMITTALS. THIS COORDINATION IS CRUCIAL TO ENSURE THE SAFETY OF BOTH PEDESTRIANS AND VEHICULAR TRAFFIC, AS WELL AS THE FUNCTIONALITY OF BOTH ELEMENTS. CONSIDERATION SHOULD BE GIVEN TOMAINTAINING ADEQUATE CLEARANCE FORMAINTENANCE ACCESS OF THE LANDSCAPEAND AROUND THE LIGHT POLES, WHILE ALSO ACHIEVING A VISUALLY APPEALING DESIGN THAT COMPLEMENTS THE OVERALL PARKING LOT AESTHETIC. A B C D PROPOSED ASPHALT PAVEMENT E F (0) PARKING LOT ISLAND A - SEE LS-107 FOR ENLARGEMENTS (0) PARKING LOT ISLAND B - SEE LS-107 FOR ENLARGEMENTS (0) PARKING LOT ISLAND C - SEE LS-107 FOR ENLARGEMENTS (0) PARKING LOT ISLAND D - SEE LS-107 FOR ENLARGEMENTS (0) PARKING LOT ISLAND E - SEE LS-107 FOR ENLARGEMENTS (0) PARKING LOT ISLAND F - SEE LS-107 FOR ENLARGEMENTS ADMINBUILDING IN F O . S IG N N C D O T R\W D IS K IN F O. SI G N X X X X X X X X X X X X X X XX X X XX XX XX XX SIG N P A R K I N G IN F O . S IG N ST O P IN F O . S IG N IN F O . S IG N SI G N XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XX XX XX XX XXXXXXXXXXXXXXXXXX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B PROFESSIONAL SEAL Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 1 7 3 9 4 \ I L M B P 2 - 1 B 2 - L S - 1 0 0 _ R E V 3 . d w g Pl o t t e d b y : C o u r t e r , M e g a n Pl o t t e d o n : 9 / 2 9 / 2 0 2 4 6 : 3 5 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 100% DESIGN 08/09/2024 1. EXISTING INFORMATION IS BASED ON: a. JULY 15, 2022 AND JANUARY 12,2024, SURVEY. b. LOT F IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. 2. ALL PLAN SHEETS MUST BE PRINTED IN COLOR. 3. REFER TO ARCHITECTURE AND STRUCTURAL SHEETS FOR GUIDANCE ON PROPOSED CANOPIES. 4.REFER TO CIVIL SHEETS FOR PAVEMENT MARKINGPLANS, GEOMETRY, AND DETAILS. 5. SEE LS-107 FOR PARKING LOT ISLANDENLARGEMENTS. 6. SEE LS-109 FOR PLANT QUANTITIES. 7. THE PROPOSED LANDSCAPE PLANTINGS, INCLUDING TREES, PALMS, ORNAMENTAL GRASSES, AND GROUNDCOVER, WILL BE COORDINATED WITH THE PLACEMENT OF THE PROPOSED PARKING LOT LIGHT POLES IN SUBSEQUENT SUBMITTALS. THIS COORDINATIONIS CRUCIAL TO ENSURE THE SAFETY OF BOTHPEDESTRIANS AND VEHICULAR TRAFFIC, AS WELLAS THE FUNCTIONALITY OF BOTH ELEMENTS. CONSIDERATION SHOULD BE GIVEN TO MAINTAINING ADEQUATE CLEARANCE FOR MAINTENANCE ACCESS OF THE LANDSCAPE AND AROUND THE LIGHT POLES, WHILE ALSO ACHIEVING A VISUALLY APPEALING DESIGN THAT COMPLEMENTS THE OVERALL PARKING LOTAESTHETIC. LS-106 XXX XXX XXX AIRPORT LONG TERM PARKING LOT OVERALL TREE PLAN MRC DMB RRS NOTES NORTH PARKING LOT ISLAND G, SEE LS-107 ANDLS-112 FOR ENLARGEMENT AND DETAILS CENTRAL LINEAR SIDEWALKBUS SHELTER 1 LINEAR SIDEWALK BUS SHELTER 2 LINEAR SIDEWALK BUS SHELTER 1 BUS SHELTER 2 ADDENDUM 1 8/23/241 1 1 1 ADDENDUM 3 9/27/243 3 3 3 SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B PROFESSIONAL SEAL Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 1 7 3 9 4 \ I L M B P 2 - 1 B 2 - L S - 1 0 0 _ R E V 3 . d w g Pl o t t e d b y : C o u r t e r , M e g a n Pl o t t e d o n : 9 / 2 9 / 2 0 2 4 5 : 5 9 P M WILMINGTON INTERNATIONAL AIRPORT 100% DESIGN 08/09/2024 LS-107 XXX XXX XXX AIRPORT LONG TERM PARKING LOT LANDSCAPE ENLARGEMENTS MRC DMB RRS 1 PARKING LOT ISLAND A ENLARGEMENT SCALE: 1'-0"=10'-0" 2 PARKING LOT ISLAND B ENLARGEMENTSCALE: 1'-0"=10'-0" 3 PARKING LOT ISLAND C ENLARGEMENTSCALE: 1'-0"=10'-0" 4 PARKING LOT ISLAND D ENLARGEMENT SCALE: 1'-0"=10'-0" 6 PARKING LOT ISLAND F ENLARGEMENTSCALE: 1'-0"=10'-0" NOTES 1 QV 1 QV 5 SP 56 MC 11 SRC 50 SF MULCH 6 PV 2 QV 2 LS 120 SF MULCH 14'16'14' 12'12' (2) 5' DIA. MULCH RING, 20 SF 56 LM 10 TD 41 JH 146 SF MULCH 5' DIA. MULCH RING, 20 SF SOD TBD 5' DIA. MULCH RING, 20 SF 22 LM LEGEND (SP) SABAL PALMSABAL PALMETTO (SRC) SILVER SAW PALMETTOSERONA REPENS 'CINERA' (QV) CATHEDRAL LIVE OAKQUERCUS VIRGINIANA 'CATHEDRAL' (LS) SCARLET CRAPE MYRTLELAGERSTROEMIA 'COLORAMASCARLET' ROOT BARRIER ROOT BARRIER 207 SF MULCH ROOT BARRIER ROOT BARRIER ROOT BARRIER LS-107 LS-107 LS-107LS-107 LS-107 5 PARKING LOT ISLAND E ENLARGEMENTSCALE: 1'-0"=10'-0"LS-107 7 PARKING LOT ISLAND G ENLARGEMENTSCALE: 1'-0"=30'-0"LS-107 CENTRAL LINEAR SIDEWALK,REFER TO LS-112 NORTH 1. EXISTING INFORMATION IS BASED ON: a. JULY 15, 2022 AND JANUARY 12,2024, SURVEY. b. LOT F IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. 2. ALL PLAN SHEETS MUST BE PRINTED IN COLOR. 3. SEE LS-108 FOR PLANT QUANTITIES. 4. THE PROPOSED LANDSCAPE PLANTINGS,INCLUDING TREES, PALMS, ORNAMENTALGRASSES, AND GROUNDCOVER, WILL BE COORDINATED WITH THE PLACEMENT OF THE PROPOSED PARKING LOT LIGHT POLES IN SUBSEQUENT SUBMITTALS. THIS COORDINATION IS CRUCIAL TO ENSURE THE SAFETY OF BOTH PEDESTRIANS AND VEHICULAR TRAFFIC, AS WELL AS THE FUNCTIONALITY OF BOTH ELEMENTS.CONSIDERATION SHOULD BE GIVEN TOMAINTAINING ADEQUATE CLEARANCE FOR MAINTENANCE ACCESS OF THE LANDSCAPE AND AROUND THE LIGHT POLES, WHILE ALSO ACHIEVING A VISUALLY APPEALING DESIGN THAT COMPLEMENTS THE OVERALL PARKING LOT AESTHETIC. ADDENDUM 1 8/23/241 1 1 1 ADDENDUM 3 9/27/243 3 3 (MC) MUHLY GRASSMUHLENBERGIA CAPILLARIS (PV) SHENANDOAH SWITCH GRASSPANICUM VIRGATUM 'SHENANDOAH' (TD) FAKAHATCHEE GRASSTRIPSACUM DACTYLOIDES (JH) BLUE RUG JUNIPERJUNIPERUS HORIZONTALIS 'WILTONII' (LM) SUPER BLUE LIRIOPELIRIOPE MUSCARI 'SUPER BLUE' MULCH 5' DIA. MULCH RING DEEPROOT ROOT BARRIER UB-18-2 1 (SS) LITTLE BLUESTEMSCHIZACHYRIUM SCOPARIUM (CA) KARL FOERSTER FEATHER REED GRASS CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' 3 COQUINA BOULDER LS-108 AIRPORT LONG TERM PARKING LOT LANDSCAPE NOTES MRC DMB RRS GENERAL 1.THE CONTRACTOR SHALL SUPPLY WATERING NEEDED FOR ESTABLISHMENT OF PLANTING MATERIAL DURING THE ESTABLISHMENT PERIOD. THE CONTRACTOR MAY DESIGN AND INSTALL A COMPLETE IRRIGATION SYSTEM FOR THE LANDSCAPE IMPROVEMENTS. THE IRRIGATION SYSTEM SHALL BE A FULLY AUTOMATIC SYSTEM THAT PROVIDES 100% COVERAGE TO ALL TURF, GROUNDCOVER, SHRUB, ORNAMENTAL GRASS, TREE, AND PALM LOCATIONS. 2. THE CONTRACTOR SHALL SUBMIT A COMPLETE WATER SCHEDULE TO INCLUDE NUMBER OF WATER DAYS, WATERING TIMES AND FREQUENCY, AND WATER SOURCE. QUALIFICATIONS 1. LANDSCAPE CONTRACTOR SHALL BE LICENSED AND SHALL CARRY ANY NECESSARY INSURANCE AND SHALL PROTECT THE OWNER AGAINST ALL LIABILITIES, CLAIMS OR DEMANDS FOR INJURIES OR DAMAGE TO ANY PERSON OR PROPERTY GROWING OUT OF THE PERFORMANCE OF THE WORK UNDER THIS CONTRACT. ALL WORKERS SHALL BE COVERED BY WORKMAN'S COMPENSATION INSURANCE. 2. LANDSCAPE PLANTING AND RELATED WORK SHALL BE PERFORMED BY A FIRM WITH A MINIMUM OF FIVE (5) YEARS EXPERIENCE IN THIS TYPE OF WORK. PLANT MATERIAL 1. THE LANDSCAPE PLANT SCHEDULE PROVIDED ON THE DRAWING IS FOR THE CONTRACTOR'S INFORMATION ONLY, AND NO GUARANTEE IS EXPRESSED OR IMPLIED THAT QUANTITIES THEREIN ARE CORRECT OR THAT THE LIST IS COMPLETE. THE CONTRACTOR SHALL ENSURE THAT ALL PLANT MATERIALS SHOWN ON THE DRAWINGS ARE INCLUDED IN HIS OR HER BID. 2. ONLY USE NURSERY GROWN PLANT MATERIAL EXCEPT WHERE SPECIFIED AS COLLECTED MATERIAL. USE NURSERY GROWN PLANT MATERIAL THAT COMPLIES WITH ALL REQUIRED INSPECTIONS, GRADING STANDARDS, AND PLANT REGULATIONS IN ACCORDANCE WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK (ANSI) Z60.1 DEPARTMENT OF AGRICULTURE'S "GRADES AND STANDARDS FOR NURSERY PLANTS" EXCEPT WHERE A LESSER GRADE MIGHT BE SPECIFICALLY SPECIFIED IN THE PLANS, ENSURE THAT THE MINIMUM GRADE FOR ALL TREES AND SHRUBS IS THE AMERICAN STANDARD FOR NURSERY STOCK (ANSI) Z-60.1. ENSURE THAT ALL PLANTS ARE THE PROPER SIZE AND GRADE AT THE TIME OF DELIVERY TO THE SITE, THROUGHOUT THE PROJECT CONSTRUCTION PERIOD AND DURING ANY DESIGNATED PLANT ESTABLISHMENT PERIOD. ENSURE THAT PLANT MATERIALS ARE TRUE TO TYPE AND SPECIES AND THAT ANY PLANT MATERIALS NOT SPECIFICALLY COVERED IN AMERICAN STANDARD FOR NURSERY STOCK (ANSI) Z60.1 DEPARTMENT OF AGRICULTURE'S "GRADES AND STANDARDS FOR NURSERY PLANT" CONFORM IN TYPE AND SPECIES WITH THE STANDARDS AND DESIGNATIONS IN GENERAL ACCEPTANCE BY NORTH CAROLINA NURSERIES. ENSURE THAT PLANT MATERIALS ARE SHIPPED WITH TAGS STATING THE BOTANICAL AND COMMON NAME OF THE PLANT. 3. PLANTS SHALL BE TRUE TO SPECIES AND VARIETY SPECIFIED AND NURSERY-GROWN IN ACCORDANCE WITH GOOD HORTICULTURAL PRACTICES UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT FOR AT LEAST TWO (2) YEARS. THEY SHALL HAVE BEEN FRESHLY DUG. 4. UNLESS SPECIFICALLY NOTED, ALL PLANTS SHALL BE EXCEPTIONALLY HEAVY, SYMMETRICAL, AND SO TRAINED OR FAVORED IN DEVELOPMENT AND APPEARANCE AS TO BE UNQUESTIONABLY AND OUTSTANDINGLY SUPERIOR IN FORM, COMPACTNESS, AND SYMMETRY. THEY SHALL BE SOUND, HEALTHY, VIGOROUS, WELL BRANCHED, AND DENSELY FOLIATED WHEN IN LEAF; FREE OF DISEASE AND INSECTS, LARVAE; AND SHALL HAVE HEALTHY, WELL-DEVELOPED ROOT SYSTEMS. THEY SHALL BE FREE FROM PHYSICAL DAMAGE OR OTHER CONDITIONS THAT WOULD PREVENT VIGOROUS GROWTH. 5. PLANTS SHALL CONFORM TO THE MEASUREMENTS SPECIFIED, EXCEPT THAT PLANTS LARGER THAN THOSE SPECIFIED MAY BE USED IF APPROVED BY THE OWNER. USE OF LARGER PLANTS SHALL NOT INCREASE THE CONTRACT PRICE. IF LARGER PLANTS ARE APPROVED, THE ROOT BALL SHALL BE INCREASED IN PROPORTION TO THE SIZE OF THE PLANT. 6. SUBSTITUTIONS OF PLANT MATERIALS WILL NOT BE PERMITTED UNLESS AUTHORIZED BY THE OWNER. IF PROOF IS SUBMITTED IN WRITING THAT A PLANT SPECIFIED IS NOT OBTAINABLE, CONSIDERATION WILL BE GIVEN TO THE NEAREST AVAILABLE SIZE OR SIMILAR VARIETY, WITH A CORRESPONDING ADJUSTMENT OF THE CONTRACT PRICE. 7. PLANTS GROWN IN CONTAINERS SHALL BE OF APPROPRIATE SIZE FOR THE CONTAINER AS SPECIFIED IN THE MOST RECENT EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK (ANSI) Z60.1 DEPARTMENT OF AGRICULTURE GRADES AND STANDARDS FOR NURSERY PLANTS AND BE FREE OF CIRCLING ROOTS ON THE EXTERIOR AND INTERIOR OF THE ROOT BALL. 8. CONTAINER PLANTS SHALL HAVE BEEN GROWN IN THE CONTAINER LONG ENOUGH TO HAVE ESTABLISHED ROOTS THROUGHOUT THE GROWING MEDIUM. PLANT SELECTION AND DELIVERY 1. ALL NURSERIES THAT WILL SUPPLY PLANTS SHALL BE LOCATED WITHIN 100 MILES OF THE PROJECT LOCATION. PROVIDE A LIST OF THE NURSERIES, THE PLANTS THEY WILL PROVIDE, AND THE LOCATION OF THE NURSERY. 2. PLANTS SHALL BE SUBJECT TO INSPECTION FOR CONFORMITY TO SPECIFICATION REQUIREMENTS AND APPROVAL BY THE LANDSCAPE ARCHITECT AT THEIR PLACE OF GROWTH AND UPON DELIVERY. SUCH APPROVAL SHALL NOT IMPAIR THE RIGHT OF INSPECTION AND REJECTION DURING PROGRESS OF WORK. 3. ALL PLANTS SHALL BE LABELED BY PLANT NAME. LABELS SHALL BE ATTACHED SECURELY TO ALL PLANTS, BUNDLES AND CONTAINERS OF PLANT MATERIALS WHEN DELIVERED. PLANT LABELS SHALL BE DURABLE AND LEGIBLE, WITH INFORMATION GIVEN IN WEATHER-RESISTANT INK OR EMBOSSED PROCESS LETTERING. 4. CERTIFICATES OF INSPECTION SHALL ACCOMPANY THE INVOICE FOR EACH SHIPMENT OF PLANTS AS MAY BE REQUIRED BY LAW FOR TRANSPORTATION. INSPECTION BY FEDERAL OR STATE AUTHORITIES AT THE PLACE OF GROWTH DOES NOT PRECLUDE REJECTION OF THE PLANTS AT THE SITE. 5. MOVE NURSERY STOCK IN ACCORDANCE WITH ALL FEDERAL AND STATE REGULATIONS THEREFORE AND ACCOMPANY EACH SHIPMENT WITH THE REQUIRED INSPECTION CERTIFICATES FOR FILING WITH THE ENGINEER. 6. PLANTS MUST BE PROTECTED AT ALL TIMES FROM SUN OR DRYING WINDS. THOSE THAT CANNOT BE PLANTED IMMEDIATELY ON DELIVERY SHALL BE KEPT IN THE SHADE, WELL PROTECTED WITH SOIL, WET MULCH, OR OTHER ACCEPTABLE MATERIAL, AND KEPT WELL-WATERED. PLANTS SHALL NOT REMAIN UNPLANTED ANY LONGER THAN 12 HOURS AFTER DELIVERY. PLANTS SHALL NOT BE BOUND WITH WIRE OR ROPE AT ANY TIME SO AS TO DAMAGE THE BARK OR BREAK BRANCHES. PLANTS SHALL BE LIFTED AND HANDLED WITH SUITABLE SUPPORT OF THE SOIL BALL TO AVOID DAMAGING IT. INSTALLATION 1. SUBMIT COPIES OF THE MANUFACTURER'S AND / OR SOURCE DATA FOR ALL MATERIALS SPECIFIED, INCLUDING MULCH, SOILS, SOIL AMENDMENTS AND FERTILIZER MATERIALS. COMPLY WITH REGULATIONS APPLICABLE TO LANDSCAPE MATERIALS. 2. THE OWNER MAY PERFORM INSPECTIONS TO VERIFY THE LANDSCAPING IS BEING ESTABLISHED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. ANY DEFICIENCIES NOTED DURING THE OWNER'S INSPECTION MUST BE CORRECTED BEFORE THE NEXT MONTHLY INSPECTION AND CERTIFICATION. THE CONTRACTOR SHALL PERFORM ALL NECESSARY REMEDIAL WORK AT NO COST TO THE OWNER. USE REPLACEMENT PLANTS OF THE SAME SPECIES AND PLANTING MEDIUM OF THE PLANT BEING REPLACED AND AS SPECIFIED IN THE CONTRACT DOCUMENTS. REPLACEMENT PLANT SIZE MUST MATCH THE SIZE OF THE ADJACENT GROWN-IN PLANTS OF THE SAME SPECIES AND VARIETY WHICH MAY BE LARGER THAN THE INITIALLY INSTALLED SIZE. APPROVAL OF REMEDIAL WORK DOES NOT RELIEVE THE CONTRACTOR FROM CONTINUING RESPONSIBILITY UNDER THE PROVISIONS OF THIS SECTION. UPON COMPLETION OF THE ESTABLISHMENT PERIOD, THE ENGINEER WILL RELEASE THE CONTRACTOR FROM FURTHER REMEDIAL WORK AND RESPONSIBILITY PROVIDED ALL PLANTS MEET THE REQUIREMENTS OF ESTABLISHMENT AND ALL PREVIOUS REMEDIAL WORK, IF ANY, HAS BEEN COMPLETED TO THE SATISFACTION OF THE ENGINEER. REMOVE STAKING AND GUYING FROM ALL PLANTS. 3. DO NOT PROCEED WITH THE INSTALLATION OF PLANTING MIX UNTIL ALL WORK IN THE AREA HAS BEEN INSTALLED. 4. PROTECT ADJACENT WALLS, WALKS, AND UTILITIES FROM DAMAGE OR STAINING BY THE SOIL. 5. CLEAN UP ANY SOIL OR DIRT SPILLED ON ANY PAVED SURFACE AT THE END OF EACH WORKING DAY. 6. PRIOR TO EXCAVATION OR PLANTING, MARK ALL PLANTING BEDS AND INDIVIDUAL LOCATIONS OF LARGE SHRUBS AS SHOWN ON THE PLANS, ON THE GROUND WITH A COMMON BRIGHT ORANGE COLORED SPRAY PAINT, OR WITH OTHER APPROVED METHODS, WITHIN THE PROJECT LIMITS. OBTAIN THE LANDSCAPE ARCHITECT'S APPROVAL AND MAKE NECESSARY UTILITY CLEARANCE REQUESTS. 7. PHASE INSTALLATION OF THE EQUIPMENT SO EQUIPMENT DOES NOT HAVE TO TRAVEL OVER ALREADY INSTALLED TOPSOIL OR PLANTING MIXES. 8. DETRIMENTAL SOIL CONDITIONS: THE OWNER IS TO BE NOTIFIED, IN WRITING, OF SOIL CONDITIONS ENCOUNTERED, INCLUDING POOR DRAINAGE, THAT THE CONTRACTOR CONSIDERS DETRIMENTAL TO THE GROWTH OF PLANT MATERIAL. WHEN DETRIMENTAL CONDITIONS ARE UNCOVERED, PLANTING SHALL BE DISCONTINUED UNTIL INSTRUCTIONS TO RESOLVE THE CONDITIONS ARE RECEIVED FROM THE OWNER. 9. WHERE MULTIPLE OR MASS PLANTINGS ARE TO BE MADE IN EXTENDED BEDDING AREAS, AND THE PLAN SPECIFY SPECIAL BED PREPARATION, PREPARE THE PLANTING BEDS AS FOLLOWS: 9.1. REMOVE ALL VEGETATION FROM WITHIN THE AREA OF THE PLANTING BED AND EXCAVATE THE SURFACE SOIL TO A DEPTH OF 12 INCHES. BACKFILL THE EXCAVATED AREA WITH PEAT, SAND, FINISH SOIL LAYER MATERIAL OR OTHER MATERIAL TO THE ELEVATION OF THE ORIGINAL SURFACE. TILL THE ENTIRE AREA TO PROVIDE A LOOSE, FRIABLE MIXTURE TO A DEPTH OF AT LEAST 8 INCHES. LEVEL THE BED ONLY SLIGHTLY ABOVE THE ADJACENT GROUND LEVEL. INSTALLATION (CONTINUED) 10. PRUNE ALL BROKEN OR DAMAGED ROOTS AND LIMBS IN ACCORDANCE WITH ESTABLISHED ARBORICULTURE PRACTICES. WHEN PRUNING IS COMPLETE ENSURE THAT ALL REMAINING WOOD IS ALIVE. DO NOT REDUCE THE SIZE OR QUALITY OF THE PLANT BELOW THE MINIMUM SPECIFIED. 11. ENSURE THAT THE PLANTS ARE KEPT WATERED, THAT THE STAKING AND GUYING IS KEPT ADJUSTED AS NECESSARY, THAT ALL PLANTING AREAS AND BEDS ARE KEPT FREE OF WEEDS AND UNDESIRABLE PLANT GROWTH AND THAT THE PLANTS ARE MAINTAINED SO THAT THEY ARE HEALTHY, VIGOROUS, AND UNDAMAGED AT THE TIME OF ACCEPTANCE. 12. LANDSCAPE PLANS ARE NOT TO BE UTILIZED FOR STAKING AND LAYOUT OR LOCATION OF ANY STRUCTURAL SITE FEATURES INCLUDING BUT NOT LIMITED TO, BUILDINGS, SIGNAGE, PATHWAYS, EASEMENTS, UTILITIES, OR ROADWAYS. 13. ALL APPLICABLE FEDERAL, STATE, AND LOCAL PERMITS SHALL BE ATTAINED PRIOR TO THE REMOVAL, RELOCATION, OR INSTALLATION OF PLANT MATERIALS INDICATED WITHIN THE PLAN DOCUMENTS. 14. THE CONTRACTOR SHALL CONTACT THE LOCAL UTILITY COMPANIES FOR VERIFICATION OF THE LOCATION OF ALL UNDERGROUND UTILITY LINES IN THE AREA OF THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE RESULTING FROM NEGLECT OR FAILURE TO COMPLY WITH THIS REQUIREMENT. 15. A WRITTEN REQUEST FOR THE INSPECTION OF PLANT MATERIAL AT THEIR PLACE OF GROWTH SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT AT LEAST TEN (10) CALENDAR DAYS PRIOR TO DIGGING. THIS REQUEST SHALL STATE THE PLACE OF GROWTH AND THE QUANTITY OF PLANTS TO BE INSPECTED. THE LANDSCAPE ARCHITECT MAY REFUSE INSPECTION AT THIS TIME IF, IN HIS OR HER JUDGMENT, SUFFICIENT QUANTITIES OF PLANTS ARE NOT AVAILABLE FOR INSPECTION, OR THE CONTRACTING OFFICER REPRESENTATIVE DEEMS INSPECTION IS NOT REQUIRED. 16. IF ROCK, UNDERGROUND CONSTRUCTION WORK, UTILITIES, TREE ROOTS OR OTHER OBSTRUCTIONS ARE ENCOUNTERED IN THE EXCAVATION OF PLANTING AREA, ALTERNATE LOCATIONS FOR ANY PLANTING SHALL BE DETERMINED BY THE OWNER. 17. EXCEPT AS OTHERWISE SPECIFIED, MULCH SHALL BE UNIFORMLY APPLIED, CONSISTING OF LOCALLY SOURCED ORGANIC MULCH APPROVED BY OWNER, UNLESS OTHERWISE NOTED, TO A MINIMUM LOOSE THICKNESS OF 4 INCHES OVER THE ENTIRE AREA OF THE BACKFILLED HOLE OR BED WITHIN 8 HOURS AFTER PLANTING. THE MULCH WILL BE FREE OF WEEDS, SEEDS AND ANY OTHER ORGANIC OR INORGANIC MATERIAL. MULCH SHALL NOT CONTAIN STONES OR OTHER FOREIGN MATERIAL THAT WILL PREVENT ITS EVENTUAL DECAY. THIS SHALL BE APPLIED TO ALL PLANTED AREAS WHERE INDICATED SO THAT AFTER INSTALLATION, THE MULCH WILL NOT BE LESS THAN 4". SUBMIT SAMPLE FOR APPROVAL. 18. PROTECT SOIL FROM OVER COMPACTION AFTER PLACEMENT. AN AREA THAT BECOMES OVER COMPACTED SHALL BE TILLED TO A DEPTH OF 6". UNEVEN OR SETTLED AREAS SHALL BE FILLED AND REGRADED. 19. LIFT PLANTS ONLY FROM BOTTOM OF THE ROOTS BALL OR WITH BELTS OR LIFTING HARNESS OF SUFFICIENT WIDTH SO NO DAMAGE TO ROOT BALLS. 20. THOROUGHLY WATER ALL PLANTS IMMEDIATELY AFTER PLANTING. APPLY WATER BY HOSE DIRECTLY TO THE ROOT BALL AND THE ADJACENT SOIL. MAINTENANCE 1. MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS PLANTED AND CONTINUE UNTIL ITS ACCEPTANCE AT SUBSTANTIAL COMPLETION HAS BEEN CONFIRMED BY THE CONTRACTING OFFICER REPRESENTATIVE. 2. PLANTING AREAS AND PLANTS SHALL BE PROTECTED AT ALL TIMES AGAINST TRESPASSING AND DAMAGE OF ALL KINDS FOR THE DURATION OF THE MAINTENANCE PERIOD. IF A PLANT BECOMES DAMAGED OR INJURED, IT SHALL BE REPLACED AS DIRECTED BY THE OWNER AT NO ADDITIONAL COST. 3. MAINTENANCE SHALL INCLUDE TURF AND CONSIST OF PRUNING, WATERING, CULTIVATING, WEEDING, MULCHING, FERTILIZING, RESETTING OF PLANTS TO PROPER GRADES OR UPRIGHT POSITION, RESTORING OF THE PLANTING SAUCER (TREE RING), AND FURNISHING AND APPLYING SUCH SPRAYS OR OTHER MATERIAL AS NECESSARY TO KEEP PLANTINGS FREE OF INSECTS AND DISEASES AND IN VIGOROUS, AMERICAN STANDARD FOR NURSERY STOCK (ANLA) Z60.1 CONDITION. 4. ALL PRUNING SHALL BE COMPLETED USING CLEAN SHARP TOOLS AND FOLLOW INTERNATIONAL SOCIETY OF ARBORICULTURE (ISA) RECOMMENDATIONS. THE CONTRACTOR SHALL CONSULTANT AN INTERNATIONAL SOCIETY OF ARBORICULTURE (ISA) CERTIFIED ARBORIST PRIOR TO ANY PRUNING ACTIVITIES. 5. PLANTS SHALL NOT BE HEAVILY PRUNED AT THE TIME OF PLANTING. HEALTHY LOWER BRANCHES AND INTERIOR TWIGS SHOULD NOT BE REMOVED EXCEPT AS NECESSARY TO CLEAR SIDEWALKS OR PARKING AREAS. RETAIN THE NORMAL SHAPE OF THE PLANT. 6. PRIOR TO THE END OF THE MAINTENANCE PERIOD, LANDSCAPE CONTRACTOR SHALL FURNISH THREE (3) COPIES OF WRITTEN MAINTENANCE INSTRUCTIONS TO THE OWNERS FOR MAINTENANCE AND CARE OF INSTALLED PLANTS AFTER THE ESTABLISHMENT PERIOD. SUBSTANTIAL COMPLETION 1. THE CONTRACTING OFFICER REPRESENTATIVE SHALL INSPECT ALL WORK FOR SUBSTANTIAL COMPLETION UPON WRITTEN REQUEST FROM THE CONTRACTOR. THE REQUEST SHALL BE RECEIVED AT LEAST 10 CALENDAR DAYS BEFORE THE ANTICIPATED DATE OF INSPECTION. 2. ACCEPTANCE OF SOD AND PLANT MATERIAL SHALL BE FOR GENERAL CONFORMANCE TO SPECIFIED SIZE, CHARACTER, AND QUALITY AND SHALL NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR FULL CONFORMANCE TO THE CONTRACT DOCUMENTS, INCLUDING CORRECT SPECIES. 3. UPON COMPLETION AND RE-INSPECTION OF ALL REPAIRS OR REPLACEMENTS NECESSARY IN THE JUDGEMENT OF THE CONTRACTING OFFICER REPRESENTATIVE AND NASA, THE NASA SHALL CERTIFY IN WRITING THAT THE WORK HAS BEEN ACCEPTED AND THE ESTABLISHMENT PERIOD WILL BEGIN. ESTABLISHMENT PERIOD 1. THE ESTABLISHMENT PERIOD FOR ALL SOD AND PLANT MATERIAL SHALL BEGIN AT THE DATE OF SUBSTANTIAL COMPLETION. 2. THE ESTABLISHMENT PERIOD IS DEFINED AS TWO YEARS AFTER SUBSTANTIAL COMPLETION OF ALL SOD AND 1-7 GALLON PLANTS AND TWO YEARS AFTER SUBSTANTIAL COMPLETION OF ALL TREES AND PALMS. PROVIDE THE OWNER AND LANDSCAPE ARCHITECT WITH SEVEN (7) CALENDAR DAYS ADVANCE NOTICE OF COMPLETING INSTALLATION OF ALL SMALL AND LARGE PLANTS. THE ESTABLISHMENT PERIOD WILL BEGIN UPON ACCEPTANCE OF THE COMPLETE INSTALLATION OF SMALL AND LARGE PLANTS RESPECTIVELY, BY THE LANDSCAPE ARCHITECT. UPON COMPLETION OF INSTALLATION OF SMALL AND LARGE PLANTS, THE CONTRACTOR SHALL CERTIFY ON A CONTRACTOR PROVIDED FORM THAT THE LANDSCAPING HAS BEEN INSTALLED AND IS BEING ESTABLISHED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. DURING THE ESTABLISHMENT PERIOD: KEEP ALL SOD AND PLANTS UNDAMAGED, WATERED, FERTILIZED, MULCHED, PRUNED, AND STAKED AND GUYED AS NECESSARY TO ASSURE SPECIFIED MINIMUM GRADE OF AMERICAN STANDARD FOR NURSERY STOCK (ANSI) Z60.1. KEEP INDIVIDUAL PLANT LOCATIONS AND PLANTING BEDS FREE OF LITTER AND UNDESIRABLE VEGETATION. KEEP LANDSCAPE BED LINES CORRECTLY LOCATED AND EDGED, AND THE MULCH GROOMED AND REPLENISHED. DURING THE ESTABLISHMENT PERIOD, THE CONTRACTOR SHALL INSPECT AND CERTIFY MONTHLY ON A CONTRACTOR PROVIDED FORM THAT THE LANDSCAPING IS BEING ESTABLISHED PER THE CONTRACT DOCUMENTS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT AND/OR ADJUSTMENTS OF ALL GROUNDCOVER, SHRUBS, ORNAMENTAL GRASSES, TREES, AND PALMS THAT FALL OR LEAN DURING THE ESTABLISHMENT PERIOD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED BY FALLING OR LEANING PLANT MATERIAL. 4. CONTRACTOR SHALL WATER/IRRIGATE TO MAINTAIN VIGOROUS, AMERICAN STANDARD FOR NURSERY STOCK (ANSI) Z60.1 GRADE HEALTHY PLANT GROWTH. OVERWATERING OR FLOODING SHALL NOT BE ALLOWED. THE CONTRACTOR SHALL MONITOR, ADJUST, AND FURNISH ANY ADDITIONAL MATERIAL, EQUIPMENT, OR WATER TO ENSURE ADEQUATE IRRIGATION. ROOT BALLS OF LARGE SHRUBS SHALL BE SPOT WATERED USING HANDHELD HOSES DURING THE FIRST FOUR MONTHS AFTER PLANTING, AS REQUIRED TO ENSURE ADEQUATE WATER WITHIN THE ROOT BALL. 5. THE CONTRACTOR SHALL REPLACE, WITHOUT COST, AS SOON AS WEATHER PERMITS, AND WITHIN A GIVING PLANTING PERIOD, ALL IRRIGATION, SOD, AND PLANTS DETERMINED BY THE CONTRACTING OFFICER REPRESENTATIVE TO BE DEAD, OR IN UNACCEPTABLE CONDITION DURING AND AT THE END OF THE ESTABLISHMENT PERIOD. TO BE CONSIDERED ACCEPTABLE, PLANTS SHALL BE FREE OF DEAD OR DYING BRANCHES AND BRANCH TIPS AND SHALL BEAR FOLIAGE OF NORMAL DENSITY, SIZE, AND COLOR. REPLACEMENTS SHALL BE THE SAME SIZE AS ADJACENT SPECIMENS OF THE SAME SPECIES. REPLACEMENTS SHALL BE SUBJECT TO ALL REQUIREMENTS STATED IN THESE LANDSCAPE NOTES. 6. THE GUARANTEE OF ALL REPLACEMENT PLANTS SHALL EXTEND FOR AN ADDITIONAL PERIOD OF ONE YEAR FROM THE DATE OF THEIR ACCEPTANCE AFTER REPLACEMENT. IN THE EVENT THAT A REPLACEMENT PLANT IS NOT ACCEPTABLE DURING OR AT THE END OF THE EXTENDED ESTABLISHMENT PERIOD, THE OWNER MAY SELECT A SUBSEQUENT REPLACEMENT OR CREDIT FOR THE ITEM. 7. THE CONTRACTOR SHALL MAKE PERIODIC INSPECTIONS, AT NO EXTRA COST, DURING THE ESTABLISHMENT PERIOD TO DETERMINE WHAT CHANGES, IF ANY, SHOULD BE MADE IN THE MAINTENANCE PROGRAM. IF CHANGES ARE RECOMMENDED, THEY SHALL BE SUBMITTED IN WRITING TO THE OWNER. CLAIMS BY THE CONTRACTOR THAT THE OWNER'S MAINTENANCE PRACTICES OR LACK OF MAINTENANCE RESULTED IN DEAD OR DYING PLANTS WILL NOT BE CONSIDERED IF SUCH CLAIMS HAVE NOT BEEN DOCUMENTED IN WRITING AND IN PHOTOGRAPHS BY THE CONTRACTOR DURING THE ESTABLISHMENT PERIOD. FINAL ACCEPTANCE 1. AT THE END OF THE ESTABLISHMENT PERIOD AND UPON WRITTEN REQUEST OF THE CONTRACTOR, THE LANDSCAPE ARCHITECT WILL INSPECT ALL GUARANTEED WORK FOR FINAL ACCEPTANCE. THE REQUEST SHALL BE RECEIVED AT LEAST TEN (10) CALENDAR DAYS BEFORE THE ANTICIPATED DATE FOR FINAL INSPECTION. UPON COMPLETION AND RE-INSPECTION OF ALL REPAIRS IN THE JUDGEMENT OF THE LANDSCAPE ARCHITECT AND OWNER, THE OWNER SHALL CERTIFY, IN WRITING, THAT THE PROJECT HAS RECEIVED FINAL ACCEPTANCE. SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B PROFESSIONAL SEAL Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 1 7 3 9 4 \ I L M B P 2 - 1 B 2 - L S - 1 0 7 . d w g Pl o t t e d b y : C o u r t e r , M e g a n Pl o t t e d o n : 9 / 2 9 / 2 0 2 4 3 : 4 8 P M WILMINGTON INTERNATIONAL AIRPORT 100% DESIGN 08/09/2024 3 ADDENDUM 3 9/27/243 PLANT SCHEDULE QUANTITY SYMBOL ABBREVIATION BOTANICAL NAME COMMON NAME NATIVE SIZE CONDITIONS PALMS 35 SP1 SABAL PALMETTO SABAL PALM Y 12' HT CT., REGENERATED, MATCHED, SLICKS 35 SP2 SABAL PALMETTO SABAL PALM Y 14' HT CT., REGENERATED, MATCHED, SLICKS 25 SP3 SABAL PALMETTO SABAL PALM Y 16' HT CT., REGENERATED, MATCHED, SLICKS 110 SRC SERONA REPENS 'CINEREA' SILVER SAW PALMETTO Y 7 GAL 4' O.C., FULL MATCHED TREES 38 LS LAGERSTROEMIA 'COLORAMA SCARLET' SCARLET CRAPE MYRTLE N 3"-4" CAL 12' - 14' HT X 4' - 5' SPR, STANDARD, FULL SHAPE, MATCHED 21 QV QUERCUS VIRGINIANA 'CATHEDRAL'CATHEDRAL LIVE OAK Y 4" CAL 14' - 16' HT X 6' - 8' SPR, FULL SHAPE, MATCHED ORNAMENTAL GRASSES 40 CA CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' KARL FOERSTER FEATHER REED GRASS Y 3 GAL 4' O.C., FULL, MATCHED 560 MC MUHLENBERGIA CAPILLARIS MUHLY GRASS Y 3 GAL 3' O.C., FULL, MATCHED 124 PV PANICUM VIRGATUM 'SHENANDOAH' SHENANDOAH SWITCH GRASS Y 3 GAL 3' O.C., FULL, MATCHED 312 SS SCHIZACHYRIUM SCOPARIUM LITTLE BLUESTEM Y 3 GAL 3' O.C., FULL, MATCHED 190 TD TRIPSACUM DACTYLOIDES FAKAHATCHEE GRASS Y 3 GAL 3' O.C., FULL, MATCHED GROUNDCOVER 779 JH JUNIPERUS HORIZONTALIS 'WILTONII' BLUE RUG JUNIPER Y 3 GAL 30" O.C., FULL, MATCHED 356 LM LIRIOPE MUSCARI 'SUPER BLUE' SUPER BLUE LIRIOPE N 3 GAL 30" O.C., FULL, MATCHED MULCH (CY) 62 4" DEPTH, CLEAN, FREE OF DEBRIS, ILM APPROVED ROOT BARRIER (LF) 4034 DEEPROOT UB-18-2, 18" H X 24" W, LINEAR AND SURROUND APPLICATION, OR APPROVED EQUAL, SEE DETAIL 1 ON LS-112 LANDSCAPE EDGING (LF) 4654 DURAEDGE ROLL TOP 14 GAUGE LANDSCAPE EDGING, 5" HT, RAL 5021 WATER BLUE POWDER COAT FINISH, OR APPROVED EQUAL BOULDERS 8 COQUINA BOULDERS WITH DISTINCTIVE NATURAL FEATURES SUCH AS HOLES, IRREGULAR SHAPE. MINIMUM SIZE SHALL BE NO SMALLER THAN 5' HEIGHT X 4' WIDE. SOURCE LOCALLY, PLACEMENT ORIENTATION SHALL BE APPROVED BY LANDSCAPE ARCHITECT CAL. = CALIPER, O.C. = ON CENTER, CT. = CLEAR TRUNK, HT = HEIGHT, SPR = SPREAD PLANT MATERIAL SELECTION BASED ON USDA PLANT HARDINESS ZONE 8B FOR WILMINGTON, NORTH CAROLINA SELECTED PLANT MATERIAL EXCEEDS NEW HANOVER COUNTY'S MINIMUM LANDSCAPE REQUIREMENTS SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B PROFESSIONAL SEAL Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 1 7 3 9 4 \ I L M B P 2 - 1 B 2 - L S - 1 0 8 _ R E V 3 . d w g Pl o t t e d b y : C o u r t e r , M e g a n Pl o t t e d o n : 9 / 2 9 / 2 0 2 4 3 : 3 1 P M WILMINGTON INTERNATIONAL AIRPORT 100% DESIGN 08/09/2024 LS-109 AIRPORT LONG TERM PARKING LOT PLANT MATERIAL MRC DMB RRS BLUE RUG JUNIPER SUPER BLUE LIRIOPE FAKAHATCHEE GRASS MUHLY GRASS SHENANDOAH SWITCH GRASS CATHEDRAL LIVE OAK SABAL PALMS SCARLET CRAPE MYRTLE 12' 14' 16' SILVER SAW PALMETTO ADDENDUM 1 8/23/241 3 1 1 ADDENDUM 3 9/27/243 LITTLE BLUESTEM KARL FOERSTER FEATHER REED GRASS ROLL TOP DURAEDGE LANDSCAPE EDGING LIGHTING SCHEDULE QUANTITY SYMBOL MANUFACTURER/MODEL/DESCRIPTION DETAIL MATERIAL FINISH MOUNTING OPTIONS LAMP WATTS COLOR TEMP BEAMSPREAD ACCESSORIES 45 BK LIGHTING / DENALI LED REMOTE – DE LED X63 FL STND FNSH 9 C ALUMINUM STND FNSH TREE STRAP LED 20W 4000K FL (35) 4 BK LIGHTING / XX / TRANSFORMER 15 PALM TREE STRAP COQUINA BOULDER SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B PROFESSIONAL SEAL Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 1 7 3 9 4 \ I L M B P 2 - 1 B 2 - L S - 1 0 9 . d w g Pl o t t e d b y : C o u r t e r , M e g a n Pl o t t e d o n : 8 / 9 / 2 0 2 4 1 0 : 0 9 A M WILMINGTON INTERNATIONAL AIRPORT 100% DESIGN 08/09/2024 XXX JKG JKG LANDSCAPE DETAILS (SHEET 1 OF 2) LS-110 MRC DMB RRS STANDARD DETAIL DRAWN BY DATE:JAN, 2015 JSR CHECKED BY SCALE RDG, P.E. NOT TO SCALE TREE PROTECTIONDURING CONSTRUCTION SHEET 2 of 2 SD 15-09 STANDARD DETAIL DRAWN BY DATE:NOV. 30, 2023 JSR CHECKED BY SCALE RDG, P.E. NOT TO SCALE TREE PROTECTIONDURINGCONSTRUCTION SHEET 1 of 2 SD 15-09 6" MINIMUM 2x DIAMETEROF ROOT BALL 1/2 O.C. SPACING + 12" LIMIT OF MULCH BEDEDGE OF SOD, OR SIDEWALK OR CURB. O.C. SPACING BUILDING FACADE OR WALL ROOT BALL O.C. SPACING + 12" 4" MULCH COVER (TYP) SPREAD OV E R A L L HE I GH T (OA )SHRUBS SHALL BEPLANTED SLIGHTLY ABOVE ADJACENT GRADE. APPROXIMATELY 1" TO 2". WELL-DRAINED NATIVE SOIL BACKFILL 2'-0"SPACING1/2 O.C. WHEN LOCATED ADJACENT TO CURBS WHICH SERVE AS WHEEL STOPS IN PARKING AREAS, SHRUBS SHALL BE PLANTED AS INDICATED ABOVE. 4" MULCH COVER (TYP.) FOR OVERHANG WELL-DRAINED NATIVE SOIL BACKFILL 4" MULCH COVER AT TOP OFFINISHED GRADE WILL YIELDA 1" DROP FROM TOP OFCURB TO MULCH 4" LANDSCAPE CONTRACTOR TOFINISH-GRADE ISLANDS PERTHIS DETAIL EXISTING SOIL LEVEL ASLEFT BY SITE CONTRACTOR VARIES EQUAL EQUAL 12 1 6" typ. 2 X BALL DIA. 6'- 0 " M IN . ALL ROOT BALL COVERINGMATERIALS SHALL BE COMPLETELYREMOVED BEFORE PLANTING WELL-DRAINED NATIVE SOIL BACKFILL 5 LAYERS OF BURLAP STEEL BAND 5-2X4X16 WOOD BATTENS TOE NAIL 4" MULCH COVER (TYP.)AVOID CONTACT WITH TRUNK 4" OF SAND PLACED ON BACKFILL FINISHED GRADE SECURE BATTENS WITH2-3/4" STEEL BANDS TOSECURE BATTENS DURINGPLANTING PROCESS DONOT NAIL BATTENS TOPALM TRUNK. HEIGHT OF BATTENS SHALL BE LOCATED IN RELATION TO THE HEIGHT OF THE PALM. 3-2X4 WOOD BRACES STAKED WITH A 2X4X24"STAKE PAD BURIED 3"BELOW GRADE. PLANT SO THAT TOP OF ROOT BALL IS EVEN WITH THE FINISHED GRADEAFTER SETTLEMENT,APPROX. 1" ABOVEFINISHED GRADE AT TIMEOF PLANTING. 5-7 HEALTHY FRONDSMINIMUM. TIE FRONDSWITH BIODEGRADABLETWINE. HEAD TO REMAINTIED UNTIL PALM PUSHES IT OPEN. DIAMETER OF TREE PIT TO BE TWICETHE DIAMETER OF ROOT BALL. EDGE OFMULCH RING SOD UNDISTURBED SUBGRADE 3" SOIL SAUCER4" MULCH COVER (TYP.) TOP OF ROOTBALL SHALL BE PLANTED 3" ABOVE ADJACENT FINISH GRADE. REMOVE ALL TWINE & STRAPS & CUT BURLAP FROM TOP ONE-THIRD OF ROOTBALL. NO SYNTHETIC BURLAP WILL BE ACCEPTED. WELL-DRAINED NATIVE SOIL BACKFILL NOTE:TO BE UTILIZED FOR TREES 10' IN HEIGHT AND UNDER SOD SPREAD OV E R A L L HE I GH T (OA ) CLEAR T RUNK (C T ) TOP OF ROOTBALL SHALL BE PLANTED 3" ABOVE ADJACENT FINISH GRADE. REMOVE ALL TWINE & STRAPS & CUT BURLAP FROM TOP ONE-THIRD OF ROOTBALL. NO SYNTHETIC BURLAP WILL BE ACCEPTED. 4" MULCH COVER (TYP.) DIAMETER OF TREE PIT TO BE TWICE THE DIAMETER OF ROOTBALL 3" HIGH SOIL SAUCER EXISTING UNDISTURBED SUBGRADE WELL-DRAINED NATIVE SOIL BACKFILL SIDEWALK SPACING OF PLANTS AS INDICATED ON PLANTING PLAN DISTANCE TO CENTERLINE WILL VARY ACCORDING TO SPECIES AND HABITAT OF GROWTH SO THAT MATURE PLANTS WILL NOT OVER LAP ONTO SIDEWALK, STRUCTURES, PAVED AREAS, ETC. DISTANCE BETWEEN PLANTS SHOULD BE FAR ENOUGH TO ALLOW PLANTS TO REACH MATURE SIZE WITHOUT INTERFERING WITH GROWTH OF ADJACENT PLANTMATERIALS TYPICAL CURB AND GUTTER EQUAL SQUARE SPACING NOTE: IN MOST CASES, TRIANGULAR SPACING IS PREFERRED. USE SQUARE SPACING ONLY IN SMALL RECTILINEAR AREAS. EQUAL TRIANGULARSPACING EQUAL EQUAL MULCH- 4" DEPTH MIN. NOTE: APPLY MULCH IN A 5' DIAMETER RING WHERE PROPOSED TREE PLANTINGS OCCUR IN SOD. SOD SOD PROVIDE A SMOOTH AND CONTINUOUS EDGE OF SOD LEAVE MULCH A MINIMUM OF 12" FROM TREE ROOT FLARE. 12" TYPICAL CANOPY TREE SOD SCALE: N.T.SPALM PLANTING DETAIL - PARKING ISLANDS10 SCALE: N.T.SPALM STAKING DETAIL W/ PLATI-MAT6 SCALE: N.T.S TREE MULCHING DETAIL IN SOD AREAS1 SCALE: N.T.SSMALL TREE PLANTING DETAIL3 SCALE: N.T.SPLANT SPACING DETAIL2 SCALE: N.T.STREE PLANTING DETAILLS-111 7 SCALE: N.T.S SHRUB PLANTING DETAIL11 SCALE: N.T.S HEDGE PLANTING ADJACENT TO PARKING 8 SCALE: N.T.S INTERIOR CURB ISLAND GRADING DETAIL5 5' DIA. SPREAD CL E AR T RU N K (C T ) OV E R A L L HE I GH T (OA ) LS-111 LS-111 LS-111 LS-111 LS-111 LS-111 LS-111 LS-111 120° SCALE: N.T.STREE STAKING DETAIL W/ PLATI-MAT9 LS-111 PAINT DARK GREEN YY Tree planted at nursery line RF#P ROOTBALL FIXING SYSTEM - PLATI-MAT Platipus Alluminun Alloy AnchorsTwo way ratchet tensioner galvanised wire Plati-Mat rootball protection mesh NOTES 1. DO NOT SCALE FROM THIS DRAWING 2. THIS DRAWING IS CONSTRUCTED USING LAYERS WHICH CAN BE TURNED ON OR OFF AS REQUIRED 3. DUE TO SETTLEMENT ALL TREES SHOULD BE RE-TENSIONED AFTER PLANTING C 2015, PLATIPUS ANCHORS Model List Model #Height - ft (m) Caliper - in (mm) RF1P 8'-15' (2.5m - 4.5m) 1.5" - 3" (40mm - 75mm) RF1P 4 Leg 12" - 24" Box RF2P 15'-25' (4.5m - 7.5m) 3" - 5.75" (75mm - 150mm ) RF2P 4 Leg 24" - 48" Box RF3P 25'-40' (7.5m - 12m) 5.75" - 9" (150mm - 230mm) RF3P 4 Leg 48" - 60" Box RF4P 12+ (40'+) Over 230mm (Over 9.5") RF4P 4 Leg 60" - 120" Please contact Platipus representative for boxes over 120" 3 Leg 0RF#P 3 Leg YY Tree planted at nursery line RF#P ROOTBALL FIXING SYSTEM - PLATI-MAT Platipus Alluminun Alloy AnchorsTwo way ratchet tensioner galvanised wire Plati-Mat rootball protection mesh NOTES1. DO NOT SCALE FROM THIS DRAWING 2. THIS DRAWING IS CONSTRUCTED USING LAYERS WHICH CAN BE TURNED ON OR OFF AS REQUIRED 3. DUE TO SETTLEMENT ALL TREES SHOULD BE RE-TENSIONED AFTER PLANTING C 2015, PLATIPUS ANCHORS Model List Model #Height - ft (m) Caliper - in (mm) RF1P 8'-15' (2.5m - 4.5m) 1.5" - 3" (40mm - 75mm) RF1P 4 Leg 12" - 24" Box RF2P 15'-25' (4.5m - 7.5m) 3" - 5.75" (75mm - 150mm ) RF2P 4 Leg 24" - 48" Box RF3P 25'-40' (7.5m - 12m) 5.75" - 9" (150mm - 230mm) RF3P 4 Leg 48" - 60" Box RF4P 12+ (40'+) Over 230mm (Over 9.5") RF4P 4 Leg 60" - 120" Please contact Platipus representative for boxes over 120" 3 Leg 0RF#P 3 Leg XXX JKG JKG LANDSCAPE DETAILS (SHEET 2 OF 2) LS-111 MRC DMB RRS SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B PROFESSIONAL SEAL Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 1 7 3 9 4 \ I L M B P 2 - 1 B 2 - L S - 1 0 9 _ R E V 3 . d w g Pl o t t e d b y : C o u r t e r , M e g a n Pl o t t e d o n : 9 / 2 9 / 2 0 2 4 3 : 4 2 P M WILMINGTON INTERNATIONAL AIRPORT 100% DESIGN 08/09/2024 ADDENDUM 3 9/27/243 3 SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B PROFESSIONAL SEAL Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 1 7 3 9 4 \ I L M B P 2 - 1 B 2 - L S - 1 1 2 . d w g Pl o t t e d b y : C o u r t e r , M e g a n Pl o t t e d o n : 9 / 2 9 / 2 0 2 4 5 : 2 9 P M WILMINGTON INTERNATIONAL AIRPORT 100% DESIGN 08/09/2024 3 CENTRAL LINEAR WALK ENLARGEMENT - PLANTING PLANSCALE: 1'-0"=20'-0"LS-112 NORTH XXX JKG JKG HARDSCAPE DETAILS LS-112 MRC DMB RRS ADDENDUM 3 9/27/243 1 CENTRAL LINEAR WALK DETAILSCALE: NTSLS-112 PROPOSED 5" CONCRETE SIDEWALK, REFER TO CIVIL SCORE JOINT, REFER TO CIVIL 12" CONCRETE BANDING WITH WASHED SHELLAGGREGATE DURAEDGE ROLL TOP 14 GAUGE LANDSCAPE EDGING, 5" HT, RAL 5021 WATER BLUE POWDER COAT FINISH 12" TOPSOIL 2 CENTRAL LINEAR WALK ENLARGEMENT - HARDSCAPE PLANSCALE: 1'-0"=20'-0"LS-112 NORTH SEE SPACING OFFSET ON PLANTING PLAN, THIS SHEET 14'12' 12' 16' 14' 12' 16' 14' 12' 16' 14' 16' 16' 16'12' 12' 12'12'14' 14' 14' 14'14' 14'14' 14' 14'12'12' 12' 12' 12' 16'16' 16' 16' 16'14'14'12'12' 16' 5 CA COQUINA BOULDER 20 SS 6 PV TREE LIGHTING STRAP LOCATION, SEE LS-109 FOR LIGHTING SCHEDULE 3 SP CONCRETE, LIGHT SANDBLAST FINISH CONCRETE, MEDIUM-HEAVY SANDBLAST FINISH WASHED SHELL EXPOSED AGGREGATE, TYP.OYSTER SHELL EXPOSED AGGREGATE, TYP. CONCRETE, FINISH PER CIVIL PLANS 24 SS 6 PV 3 SP 21 SS 6 PV 3 SP 16' 72 SS 11 SP 28 PV 5 CA COQUINA BOULDER 17 SS 3 SP 6 PV 5 CA COQUINA BOULDER 5 CA COQUINA BOULDER 9 SP 23 PV 69 SS 5 CA COQUINA BOULDER 5 CA COQUINA BOULDER 5 CA COQUINA BOULDER 90 SS 25 PV 11 SP 5 CA COQUINA BOULDER 507' 255'24'228' 12'118'12'100'12'12'91'12'100'12' 1' 3' 22'5'29'5'14'5'29'4'1' 29'5'14'5'29'5'22' 1' 4' 91' 3'1'1' 4' 82'4'1'1' 3' 91' 3'1' LANDSCAPE LEGEND (SP) SABAL PALMSABAL PALMETTO (SRC) SILVER SAW PALMETTOSERONA REPENS 'CINERA' (QV) CATHEDRAL LIVE OAKQUERCUS VIRGINIANA 'CATHEDRAL' (LS) SCARLET CRAPE MYRTLELAGERSTROEMIA 'COLORAMASCARLET' (MC) MUHLY GRASSMUHLENBERGIA CAPILLARIS (PV) SHENANDOAH SWITCH GRASSPANICUM VIRGATUM 'SHENANDOAH' (TD) FAKAHATCHEE GRASSTRIPSACUM DACTYLOIDES (JH) BLUE RUG JUNIPERJUNIPERUS HORIZONTALIS 'WILTONII' (LM) SUPER BLUE LIRIOPELIRIOPE MUSCARI 'SUPER BLUE' (SS) LITTLE BLUESTEMSCHIZACHYRIUM SCOPARIUM (CA) KARL FOERSTER FEATHER REED GRASS CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' MULCH 5' DIA. MULCH RING COQUINA BOULDER TREE LIGHTING STRAPLOCATION, SEE LS-109FOR LIGHTING SCHEDULE HARDSCAPE LEGEND CONCRETE, LIGHTSANDBLAST FINISH CONCRETE, MEDIUM-HEAVY SANDBLAST FINISH OYSTER SHELL EXPOSED AGGREGATE, TYP. WASHED SHELL EXPOSEDAGGREGATE, TYP.