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Site PlanWILMINGTON INTERNATIONAL AIRPORT (ILM) AIRPORT BOULEVARD - PARKING IMPROVEMENTS PROGRAM BID PACKAGE 1 - PHASE 1A RS&H PROJECT No.: 1003-0070-004 SET NO. VICINITY MAP LOCATION MAP N.T.S N.T.S NEW HANOVER COUNTY AIRPORT AUTHORITY 100% DESIGN SUBMITTAL - NOT RELEASED FOR CONSTRUCTION NOVEMBER 22, 2023 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 1 XXX JKG JKG INDEX OF SHEETS G-010 SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 1 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 6 4 5 5 2 \ I L M B P 1 - G - 0 1 0 . d w g Pl o t t e d b y : Go r a , J e n n i f e r Pl o t t e d o n : 11 / 2 2 / 2 0 2 3 1 2 : 5 5 P M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 JKG JKG JKG 1 @ AT &AND ABND ABANDONED AC ADVISORY CIRCULAR AIP AIRPORT IMPROVEMENT PROGRAM ALLOW ALLOWANCE AOA AIRCRAFT OPERATIONS AREA APPR APPROVED APPROX APPROXIMATELY ARFF AIRPORT RESCUE AND FIRE FIGHTING ASTM AMERICAN SOCIETY FOR TESTING MATERIALS AUG AUGER AWG AMERICAN WIRE GAUGE BLDG BUILDING BM BENCHMARK BO BOTTOM OF BOC BACK OF CURB BOP BOTTOM OF PIPE BOD BOTTOM OF DUCT BOT BOTTOM BUA BUILT UPON AREA C/O CLEAN OUT CB CATCH BASIN CE CONCRETE ENCASED CL / C/ ℄CENTERLINE C CONDUIT CBR CALIFORNIA BEARING RATIO CKT CIRCUIT CLSM CONTROLLED LOW STRENGTH MATERIAL CMP CORRUGATED METAL PIPE CMR CONSTRUCTION MANAGER AT RISK COL COLUMN COMM COMMUNICATION CONC CONCRETE CONN CONNECTOIN CONT CONTINUOUS CSA CONTRACTOR STAGING AREA CSPP CONSTRUCTION SAFETY AND PHASING PLAN CY CUBIC YARD DBL DOUBLE DEB DIRECT EARTH BURIED DET / DTL DETAIL DIP DUCTILE IRON PIPE DIA / Ø DIAMETER DIAG DIAGONAL DWG DRAWING E EASTING EA EACH ECC ECCENTRIC EFSO EMERGENCY FUEL SHUT-OFF SYSTEM EG EXISTING GROUND EL / ELEV ELEVATION ELEC ELECTRICAL EOP EDGE OF PAVEMENT ES END SECTION EX / EXST / EXISTEXISTING FAA FEDERAL AVIATION ADMINISTRATION FAR FEDERAL AVIATION REGULATIONS FD FIRE DEPARTMENT FES FLARED END SECTION FF FINISHED FLOOR FG FINISHED GRADE FH FIRE HYDRANT FLG FLANGE FLR FLOOR FM FORCE MAIN FM FLOW METER FO FIBER OPTIC FOD FOREIGN OBJECT DEBRIS FP FIRE PROTECTION FT FEET / FOOT GAL GALLON GMP GUARANTEED MAXIMUM PRICE GND GROUND GRS GALVANIZED RIGID STEEL GSE GROUND SERVICE EQUIPMENT GV GAS VALVE GWL GROUND WATER LEVEL HB HORIZONTAL BEND HORT HORIZONTAL HP HYDRANT PIT HPV HIGH POINT VENT HT HEIGHT HW / HDWL HEADWALL I INLET ID IDENTIFICATION / INSIDE DIAMETER I.D.INNER DIAMETER IE / INV INVERT ELEVATION / INVERT IN INCH INV INVERT ISO ISOLATION JB JUNCTION BOX JF JET FUEL JFP JET FUEL PIPE KIP 1,000 LBS kV KILOVOLT LB POUND LED LIGHT-EMITTING DIODE LEO LAW ENFORCEMENT OFFICER LF LINEAR FEET / LINEAR FOOT LP LIGHTNING PROTECTION / LIGHT POLE LPD LOW POINT DRAIN LS LUMP SUM LT LEFT LTG LIGHTING MAX MAXIUMUM MECH MECHANICAL MH MANHOLE MIN MINIMUM MON MONITORING (WELL) MSL MEAN SEA LEVEL N NORTHING OR NO. OF BLOWS NAD NORTH AMERICAN DATUM NAVAIDS NAVIGATIONAL AIDS NCDEQ NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY NCDOT NORTH CAROLINA DEPARTMENT OF TRANSPORTATION NEC NATIONAL ELECTRICAL CODE NFPA NATIONAL FIRE PROTECTION ASSOCIATION NGVD NATIONAL GEODETIC VERTICAL DATUM NIS NOT IN SURVEY / NOT IN SCOPE NO NUMBER NOTAM NOTICE TO AIRMEN / NOTICE TO AIR MISSIONS NPT NATIONAL PIPE THREAD NTP NOTICE TO PROCEED NTS NOT TO SCALE OC ON CENTER OD OUTER DIAMETER OFA OBJECT FREE AREA OZ OUNCE PVMT PAVEMENT PC POINT OF CURVATURE PCC PORTLAND CEMENT CONCRETE PED PEDESTAL / PEDESTRIAN PERF PERFORATED PG PRESSURE GAUGE / PROPOSED GRADE PI POINT OF INTERSECTION PKG PARKING PL PLATE PNL-CKT PANEL CIRCUIT POB POINT OF BEGINNING POE POINT OF END PROP PROPOSED PS PIPE SUPPORT PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT POINT OF TANGENCY PTP POWER-TELEPHONE POLE PVC POLYVINYL CHLORIDE PVI POINT OF VERTICAL INTERSECTION PWR POWER QA QUALITY ASSURANCE QC QUALITY CONTROL R / RAD RADIUS R/W RIGHT OF WAY RCBC REINFORCED CONCRETE BOX CULVERT RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN RED REDUCER REF REFERENCE REINF REINFORCED REQ / REQ'D REQUIRED RGL RUNWAY GUARD LIGHTS RGS RIGID GALVANIZED STEEL RF RAISED FACE RIM RIM ELEVATION ROFA RUNWAY OBJECT FREE AREA RPR RESIDENT PROJECT REPRESENTATIVE RPZ RUNWAY PROTECTION ZONE RSA RUNWAY SAFETY AREA RT RIGHT RVZ-F RUNWAY VISUAL ZONE - F RW / RWY RUNWAY RWL RAIN WATER LEADER S / SAN SANITARY SC SECONDARY CONTAINMENT SCH / SCHED SCHEDULE SD / STM STORM DRAIN SHT SHEET SIDA SECURITY IDENTIFICATION DISPLAY AREA SF SQUARE FOOT SF/GAL SQUARE FEET PER GALLON SP SINGLE PIPE SP-SC SINGLE PIPE / SECONDARY CONTAINMENT SPEC SPECIFICATION SPT STANDARD PENETRATION TEST SS STAINLESS STEEL STA STATION STD STANDARD STL STEEL STRUCT STRUCTURE SWJFP SINGLE WALL JET FUEL PIPELINE SW SINGLE WALL SY SQUARE YARD TBR TO BE REMOVED TDZ TOUCHDOWN ZONE TEL TELEPHONE TEMP TEMPORARY THD THREADED THK THICK T/L / TXLN TAXILANE T.O.TOP OF TOC TOP OF CONCRETE / TOP OF CURB TOD TOP OF DUCT TOFA TAXIWAY OBJECT FREE AREA TSA TAXIWAY SAFETY AREA / TRANSPORTATION SECURITY BOARD TSP TWISTED SHIELDED PAIR T/W / TWY TAXIWAY TYP TYPICAL UD UNDERDRAIN UG UNDERGROUND UNK UNKNOWN UMH UNIDENTIFIED MANHOLE U.N.O.UNLESS NOTED OTHERWISE UTIL UTILITY VA VOLT-AMPS VAC VACUUM VDC VOLTAGE DIRECT CURRENT VERT VERTICAL W/WTR WATER W/WITH W/O WITHOUT WM WATER MAIN WN WELD NECK WNF WELD NECK FLANGE WP WEATHER PROOF WV WATER VALVE YR YEAR ABBREVIATIONS: SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 1 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 6 4 5 5 2 \ I L M B P 1 - G - 0 3 0 . d w g Pl o t t e d b y : Go r a , J e n n i f e r Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 1 2 : 3 7 A M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 CIVIL ABBREVIATIONS AND LEGEND G-030 JJL JKG JKG LEGENDS: EXISTING PROPOSED DESCRIPTION WV P\P G\W STORM INLET GUY WIRE POWER POLE STORM MANHOLE WATER VALVE CONCRETE PAD ENTRY/EXIT ISLAND L\P LIGHT POLE T AT&T PEDSTAL BORING PARKING SIGN W PARKING SIGN IRRIGATION WELL STOP SIGN SANITARY SEWER MANHOLE STORM DRAIN FENCE CURB AND GUTTER SHOULDER GATEN/A 1 1 1 1 1 1 1 1 1 WOOD POST FENCE WITH STEEL CABLEXXXX 1 1 1 SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 1 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 6 4 5 5 2 \ I L M B P 1 - G - 0 4 0 . d w g Pl o t t e d b y : Go r a , J e n n i f e r Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 8 : 1 5 P M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 G-040 JKG JKG JKG SAFETY 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 ALL CONTRACTOR AND SUB-CONTRACTOR PERSONNEL ON SECURITY REQUIREMENTS. ALL NEW CONTRACTOR EMPLOYEES SHALL 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 GATE WITH SECURITY. THE CONTRACTOR SHALL NOT PERMIT ANY UNAUTHORIZED CONSTRUCTION PERSONNEL OR TRAFFIC ON THE SITE. ACCESS GATES TO THE AOA SHALL BE LOCKED AND SECURED AT ALL TIMES WHEN NOT ATTENDED BY THE CONTRACTOR. 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 USE A DELIVERY ADDRESS, THE STREET NAME ASSIGNED TO THE ACCESS POINT AT THE CONTRACTOR'S STAGING SITE AT THE 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 MAINTAIN AROUND THE PERIMETER OF THESE AREAS SUITABLE FENCING, MARKING AND/ OR WARNING DEVICES VISIBLE FOR DAY/NIGHT USE AT THE LOCATIONS SHOWN IN THE PLANS. TEMPORARY BARRICADES, FLAGGING AND FLASHING WARNING 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 INDIVIDUAL EMPLOYEES WITH A PERMANENT RECORD MAINTAINED ON EACH INDIVIDUAL TO WHOM A BADGE IS ISSUED. EMPLOYEES WILL 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 AIRPORT SECURITY AND ALL REQUIREMENTS ARE MET. PAPERWORK SHALL BE SUBMITTED IN ADVANCE AS DIRECTED BY AIRPORT SECURITY BEFORE ISSUANCE OF ANY BADGE. THE CONTRACTOR AND ITS STAFF ARE RESPONSIBLE FOR ATTENDING TRAINING 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 THE NAME 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. 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 SOLE RESPONSIBILITY OF THE CONTRACTOR. CONTACT INFORMATION: EMERGENCIES: 911 AIRPORT OPERATIONS CONTROL CENTER: (XXX) XXX-XXXX AIRPORT OPERATIONS ON-DUTY PHONE: (XXX) XXX-XXXX ENGINEER: JENNIFER GORA, P.E., SENIOR AVIATION ENGINEER, (612) 669-9169 CONTRACTOR SHALL CONTACT ILM AIRPORT OPERATIONS DEPARTMENT PRIOR TO STARTING AND ENDING EACH SHIFT. CONTACT SHALL BE COORDINATED AS PART OF THE PRE-CONSTRUCTION MEETING. CONTRACTOR'S SAFETY AND SECURITY REQUIREMENTS SECURITY 1.GENERAL INTENT. THE CONTRACTOR SHALL CONFORM WITH ALL FEDERAL, STATE, AND LOCAL SAFETY REGULATIONS 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 SECURITY PROCEDURES THAT ARE INHERENT TO THIS ACTIVE AIR CARRIER AIRPORT. ADDITIONALLY, THE CONTRACTOR SHALL CONDUCT THE CONSTRUCTION ACTIVITIES TO CONFORM TO ALL ROUTINE AND EMERGENCY AIR TRAFFIC REQUIREMENTS AND GUIDELINES ON SAFETY. 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 SHALL UTILIZE ITS FLASHING AMBER LIGHT, MOUNTED ON TOP OF THE VEHICLE AND OF SUCH INTENSITY TO CONFORM TO LOCAL 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 AIRMEN" (NOTAM) OR ADVISORIES TO AIRPORT SERVICES OR TENANTS, A MINIMUM OF 48 HOURS WRITTEN NOTICE REQUESTING CLOSING SHALL BE DIRECTED TO AIRPORT OPERATIONS, WHO WILL COORDINATE THE REQUEST. 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 TO AN APPROVED FACILITY BY THE END OF EACH WORK SHIFT. 5.OPEN TRENCHES. OPEN TRENCHES, EXCAVATIONS AND STOCKPILED MATERIAL LOCATED IN THE AOA 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. 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 TO AIRCRAFT LANDING GEARS, PROPELLERS OR BEING INGESTED IN JET ENGINES SHALL BE PROPERLY CONTROLLED AND PICKED UP AT ALL TIMES. IF THESE MATERIALS ARE OBSERVED, THE CONTRACTOR SHALL REMOVE THEM IMMEDIATELY. 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 OR COPIES MAY BE OBTAINED FROM AIRPORT OPERATIONS. 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 BE DIRECTED 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 SHOW THAT THEY ARE NOT AVAILABLE FOR USE. AIRPORT PERSONNEL WILL ASSIST AND SHOW THE CONTRACTOR WHICH SIGNS 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 TOWER OR OTHER ELEMENTS OF THE AIRPORT SHALL BE THROUGH THE RPR AND/OR AIRPORT OPERATIONS. 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. ALL COMMUNICATIONS WILL BE HANDLED IN THE FOLLOWING MANNER. A REQUEST FROM A SUBCONTRACTOR WILL BE GIVEN 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 AND WHAT 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 INCLUSIVE OF BID ITEM G-102-1. GENERAL SAFETY AND SECURITY NOTES 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.WORK ASSOCIATED WITH THE FOLLOWING ARE IDENTIFIED BY THE APPROPRIATE PARTY. 2.1.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. 2.2.TOPOGRAPHIC FEATURES (PAVEMENT EDGES, CURB, FENCING, UTILITIES, ETC...) REFERENCED AND SHOWN IN THE PLAN SHEETS IS BASED ON SURVEY (JULY 15, 2022) PROVIDED BY NEW HANOVER COUNTY AIRPORT AUTHORITY. 2.3.ADDITIONAL SURVEY IN PROCESS FOR AREAS OUTSIDE THE NHCAA SURVEY (JULY 15, 2022). 2.4.NOVEMBER LOT, ALSO REFERRED TO AS 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.PRIOR TO PERFORMING ANY EXCAVATION THE CONTRACTOR SHALL COMPLETE UTILITY LOCATES (CALL BEFORE YOU DIG/NC811, NEW HANOVER COUNTY AIRPORT AUTHORITY AND FAA). 4.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. 5.UTILITIES: 5.1.UTILITIES SHOWN ON THE PLANS ARE FOR INFORMATIONAL PURPOSES ONLY. 5.2.CONTRACTOR SHALL COMPLETE UTILITY LOCATES (CALL BEFORE YOU DIG/NC811, NEW HANOVER COUNTY AIRPORT AUTHORITY, UTILITY AGENCY AND FAA). EXISTING UTILITIES SHALL BE MARKED IN THE FIELD AND COORDINATED WITH THE APPROPRIATE PARTY PRIOR TO WORK PROCEEDING. 5.3.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 ALSO SUBJECT TO MONETARY FINE(S) BY THE AIRPORT. 5.4.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 KITS APPROPRIATE TO REPAIR ANY IMPACTED CIRCUITS. 6.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 ALL COSTS ASSOCIATED WITH PERMITS AND/OR LICENSES REQUIRED TO ACCOMPLISH THIS WORK. ALL APPLICABLE PERMITS MUST BE OBTAINED BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF CONSTRUCTION. REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 7.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. 8.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. 9.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. 10.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. 11.LIMITS OF DISTURBANCE HAVE BEEN SHOWN IN THE PLANS. ANY DISTURBANCE BEYOND THIS LIMITS SHALL BE REPAIRED AT THE CONTRACTOR'S COST AND TO THE OWNER'S SATISFACTION. 12.STOCKPILED MATERIAL, LANDSIDE, SHALL BE CONSTRAINED TO PREVENT MOVEMENT DUE TO WEATHER, WIND, OR OTHER IMPACTS AND IN A LOCATION APPROVED BY THE OWNER AND ENGINEER. 13.OPEN TRENCHES, EXCAVATIONS, AND STOCKPILED MATERIALS DURING HOURS OF RESTRICTED VISIBILITY, NIGHTWORK OR OTHER, THE CONTRACTOR SHALL PROMINENTLY MARK WITH ORANGE FLAGS, LIGHTED WITH RED FLASHING LIGHT UNITS OR OTHER MEANS ACCEPTABLE TO OWNER AND ENGINEER. 14.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. 15.CONTRACTOR SHALL PAY ATTENTION TO DUST AND DEBRIS CREATED BY CONSTRUCTION ACTIVITIES FOR THIS PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTINUOUS DUST AND DEBRIS CONTROL WITHIN THE PROJECT LIMITS, HAUL ROUTES, ACCESS, AND OTHER AREAS USED BY THEIR CONSTRUCTION FORCES. GENERAL CONSTRUCTION NOTES 1 SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 1 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 6 4 5 5 2 \ I L M B P 1 - G - 0 5 0 . d w g Pl o t t e d b y : Sa n d b e r g , E t h a n Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 4 : 4 6 P M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 AIRFIELD SAFETY DETAILS JKG JKG JKG AVIATION ORANGE AVIATION WHITE G050 1 CONSTRUCTION SAFETY FLAG 1.BARRICADES SHALL BE INSTALLED AT THE LOCATIONS SHOWN ON THE PLANS OR AS DIRECTED BY AIRPORT OPERATIONS AND AS REQUIRED BY THE CONTRACTOR TO PROTECT THE WORK AREA. THE PHASE DURING WHICH EACH BARRICADE IS TO REMAIN IN PLACE IS INDICATED BY THE PHASING DRAWINGS. BARRICADES SHALL BE INSTALLED AT THE BEGINNING OF EACH PHASE AND SHALL REMAIN IN PLACE THROUGHOUT THE PHASE. IF THE CONTRACTOR MUST TEMPORARILY REMOVE ANY OF THE BARRICADES (TO ALLOW CONSTRUCTION TRAFFIC TO TRAVEL INTO OR OUT OF THE CONSTRUCTION AREA, OR TO COMPLETE CONSTRUCTION AT THE PHASE BOUNDARY), THE CONTRACTOR SHALL PROVIDE A FLAGMAN TO PREVENT AIRCRAFT OR VEHICLE TRAFFIC FROM INADVERTENTLY TRAVELING INTO THE CONSTRUCTION AREA UNTIL THE BARRICADE IS REPLACED AT ITS ORIGINAL POSITION. 2.ALL BARRICADES SHALL EXTEND BEYOND THE EDGES OF PAVEMENT AND SHOULDER PAVEMENT BY 8'-0" OR AS DIRECTED BY THE OPERATIONS. 3.ALL FLASHING RED LOW PROFILE BARRIER LIGHTS MUST REMAIN OPERABLE DURING PERIODS OF LOW VISIBILITY AND DARKNESS. 4.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR MAINTENANCE OF BARRICADES INCLUDING LIGHTS DURING CONSTRUCTION. ALL LIGHTS SHALL BE KEPT IN OPERABLE CONDITION. 5.ALL LIGHT FIXTURES SHALL BE VERIFIED AS OPERATIONAL BY THE CONTRACTOR DAILY. 6.DETAIL OF LOW PROFILE BARRICADE SHOWN AS AN EXAMPLE. OTHER DETAILS OF LOW PROFILE BARRICADES (e.g. HALVED 6" SCH. 40 PVC PIPE) MAY BE APPROVED BY THE ENGINEER AND AIRPORT OPERATIONS. 7.THE CONTRACTOR SHALL FURNISH, MAINTAIN, AND REMOVE THE BARRICADES AS DIRECTED BY THE OPERATIONS. THE COST ASSOCIATED WITH THIS WORK SHALL BE INCLUDED IN THE C-106-1 MAINTENANCE OF TRAFFIC AND TEMPORARY CONSTRUCTION ITEMS PAY ITEM. 8.CONTRACTOR SHALL PROVIDE A 24 HOUR CONTACT(S) TO RESPOND TO BARRICADE MAINTENANCE ISSUES THAT OCCUR WHEN THE CONTRACTOR IS NOT ON SITE. 9.CONTRACTOR SHOULD COORDINATE WITH AIRPORT OPERATIONS, LOCATIONS FOR EMERGENCY ACCESS SEPARATION AREAS WITHIN THE INTERCONNECTED BARRICADES. G050 2 LOW-PROFILE BARRICADE (TYPE 1) DETAIL 8'-0" (TYP.)8'-0" (TYP.) 8'-0" (TYP.)6" 6" OMNI-DIRECTIONAL BARRICADE LIGHT WITH RED LENS ORANGE MOLDED BODY WITH HIGH REFLECTIVE WHITE STRIPES 3' MIN. 3' MIN. 1.SAFETY FLAG SHALL BE PROMINENTLY DISPLAYED ON ALL CONSTRUCTION EQUIPMENT AND VEHICLE ROOFLINES. SEE SAFETY NOTE 2, SHEET G-040. FRONT ELEVATION SIDE ELEVATION G-050 XXX JKG JKG NCDOT ROADWAY DETAILS G-070 SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 1 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 6 4 5 5 2 \ I L M B P 1 - G - 0 7 0 . d w g Pl o t t e d b y : Go r a , J e n n i f e r Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 1 2 : 2 5 A M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 JKG JKG JKG 1 LEGEND NOTES 1.PHASE 1A INCLUDES THREE (3) WORK AREAS: 1.1.WORK AREA 1 INCLUDES CONSTRUCTION OF PROPOSED AIRPORT BOULEVARD EXIT REALIGNMENT AND TEMPORARY CONNECTIONS BETWEEN PROPOSED AND EXISTING AIRPORT BOULEVARD. 1.2.WORK AREA 2 INCLUDES DEMOLITION AND CONSTRUCTION OF MODERN AVIATION DRIVEWAY, MODERN AVIATION PARKING LOTS, AND THE ARFF ACCESS ROADWAY. MODERN AVIATION DRIVEWAY ACCESS IS TO BE COMPLETE PRIOR TO REMOVAL AND/OR IMPACT TO THE EXISTING MODERN AVIATION DRIVEWAY AND/OR ACCESS ROADS. 1.3.WORK AREA 3 INCLUDES CONSTRUCTION OF PROPOSED EMERGENCY ACCESS ROAD. 2.THE PROJECT WILL BE CONSTRUCTED TYPICALLY DURING DAYLIGHT HOURS. NIGHT WORK IS REQUIRED TO MINIMIZE DISRUPTION TO EXISTING ROADWAY OPERATIONS. 3.CONTRACTOR SHALL PERFORM ALL WORK WITHIN CONSTRUCTION LIMITS SHOWN. PHASE 1A - WORK AREA 1 PHASE 1A - WORK AREA 2 PHASE 1A - WORK AREA 3 PHASING PLAN OVERALL PHASING GC-005 AIR P O R T B O U L E V A R D AIR P O R T B O U L E V A R D EM E R G E N C Y A C C E S S R O A D AIRP O R T B O U L E V A R D ARF F A C C E S S R O A D JKG JKG DRS NOVEMBER LOT ARF F A C C E S S R O A D TE R M I N A L SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 1 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 6 4 5 5 2 \ I L M B P 1 - G C 0 0 5 - 0 0 8 . d w g Pl o t t e d b y : Go r a , J e n n i f e r Pl o t t e d o n : 11 / 2 0 / 2 0 2 3 1 1 : 5 5 P M WILMINGTON INTERNATIONAL AIRPORT NOR T H SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 400200200 200 NOT RELEASED FOR CONSTRUCTION 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 AIR P O R T P A R K I N G L O T MODERN AVIATIO N MODERN AVIATIO N PARKIN G L O T MODERN AVIATION DRIVEWAY MODERN AVIATION ACCESS ROAD MODERN AVIATION PARKING LOT MODERN AVIATION APRON PAVEMENT OVERLAY, SEE SHEET GC-009 FOR PHASING PLAN JKG JKG DRS DOLAN D R . HEW L E T T D R . TR A S K D R . HAN G A R 3 HAN G A R 5 HAN G A R 7 HAN G A R 2 HAN G A R 6 HANG A R 1 HAN G A R 4 H A N G A R B U I L D I N G 1 0 1 HANGAR 6 HANGAR 5 HANGAR 2 HANGAR 7 ARFF A C C E S S ARFF AC C E S S TA X I W A Y D ARFF A C C E S S ARFF AC C E S S TA X I W A Y D SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, 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 1 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 6 4 5 5 2 \ I L M B P 1 - G C 0 0 9 . d w g Pl o t t e d b y : Go r a , J e n n i f e r Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 1 0 : 5 8 P M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 100% DESIGN NORTH 11/22/2023 1 REVISED SINCE 60%11/22/2023 PHASING PLAN MODERN AVIATION APRON PAVEMENT OVERLAY OVERALL GC-009 ECS JKG JKG 0 1 INCH = FEET (WHEN PRINTED 34"x22") SCALE (IN FEET) 0 1 INCH = FEET (WHEN PRINTED 34"x22") SCALE (IN FEET) 30 30 60 30 NOTES 1.CONSTRUCTION IS TO BE COORDINATED WITH THE TENANT THROUGH THE ENGINEER AND OWNER. 2.CONSTRUCTION IS TO BE COMPLETED WITHIN 1 WEEK. THE CONTRACTOR MAY BE REQUIRED TO PHASE THE PROJECT, PROVIDE TEMPORARY ACCESS FOR THE TENANT AND/OR COMPLETE AS NIGHT WORK. 3.SEE SHEET CP-160 FOR MODERN AVIATION 2" OVERLAY PLAN. LEGEND APRON 2" OVERLAY - PHASE 1 APRON 2" OVERLAY - PHASE 2 1 HANGAR 6 HANGAR 5 HANGAR 2 HANGAR 7 ARFF A C C E S S ARFF AC C E S S TA X I W A Y D ARFF A C C E S S ARFF AC C E S S TA X I W A Y D SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, 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 1 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 6 4 5 5 2 \ I L M B P 1 - G C 0 0 9 . d w g Pl o t t e d b y : Go r a , J e n n i f e r Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 1 0 : 5 8 P M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 100% DESIGN NORTH 11/22/2023 1 REVISED SINCE 60%11/22/2023 PHASING PLAN MODERN AVIATION APRON PAVEMENT OVERLAY PHASE 1 GC-010 ECS JKG JKG 0 1 INCH = FEET (WHEN PRINTED 34"x22") SCALE (IN FEET) 0 1 INCH = FEET (WHEN PRINTED 34"x22") SCALE (IN FEET) 30 30 60 30 TYPE 1 BARRICADE (TYPICAL) NOTES 1.CONTRACTOR IS RESPONSIBLE TO PROVIDE LOW PROFILE BARRICADES AND ANY OTHER MAINTENANCE OF TRAFFIC IN ACCORDANCE WITH FAA ADVISORY CIRCULAR 150/5370-2G, OR MOST CURRENT EDITION. 2.CONSTRUCTION IS TO BE COORDINATED WITH THE TENANT THROUGH THE ENGINEER AND OWNER. 3.CONSTRUCTION IS TO BE COMPLETED WITHIN 1 WEEK. THE CONTRACTOR MAY BE REQUIRED TO PHASE THE PROJECT, PROVIDE TEMPORARY ACCESS FOR THE TENANT AND/OR COMPLETE AS NIGHT WORK. 4.SEE SHEET CP-160 FOR MODERN AVIATION 2" OVERLAY PLAN. LEGEND APRON 2" OVERLAY - PHASE 1 BARRICADES - TYPE 1, IN PLACE FOR PHASE (SEE DETAIL 2, G-050) CONTRACTOR ACCESS ROUTE POTENTIAL CONTRACTOR ACCESS OWNER/TENANT ACCESS PAVEMENT DEMO SEE SHEET CD-103PROPOSED FENCE 1 HANGAR 6 HANGAR 5 HANGAR 2 HANGAR 7 ARFF A C C E S S ARFF AC C E S S TA X I W A Y D ARFF A C C E S S ARFF AC C E S S TA X I W A Y D SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, 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 1 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 6 4 5 5 2 \ I L M B P 1 - G C 0 0 9 . d w g Pl o t t e d b y : Go r a , J e n n i f e r Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 1 0 : 5 9 P M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 100% DESIGN NORTH 11/22/2023 1 REVISED SINCE 60%11/22/2023 PHASING PLAN MODERN AVIATION APRON PAVEMENT OVERLAY PHASE 2 GC-011 ECS JKG JKG 0 1 INCH = FEET (WHEN PRINTED 34"x22") SCALE (IN FEET) 0 1 INCH = FEET (WHEN PRINTED 34"x22") SCALE (IN FEET) 30 30 60 30 LEGEND APRON 2" OVERLAY - PHASE 2 POTENTIAL CONTRACTOR ACCESS OWNER/TENANT ACCESS NOTES 1.CONTRACTOR IS RESPONSIBLE TO PROVIDE LOW PROFILE BARRICADES AND ANY OTHER MAINTENANCE OF TRAFFIC IN ACCORDANCE WITH FAA ADVISORY CIRCULAR 150/5370-2G, OR MOST CURRENT EDITION. 2.CONSTRUCTION IS TO BE COORDINATED WITH THE TENANT THROUGH THE ENGINEER AND OWNER. 3.CONSTRUCTION IS TO BE COMPLETED WITHIN 1 WEEK. THE CONTRACTOR MAY BE REQUIRED TO PHASE THE PROJECT, PROVIDE TEMPORARY ACCESS FOR THE TENANT AND/OR COMPLETE AS NIGHT WORK. 4.SEE SHEET CP-160 FOR MODERN AVIATION 2" OVERLAY PLAN. BARRICADES - TYPE 1, IN PLACE FOR PHASE (SEE DETAIL 2, G-050) CONTRACTOR ACCESS ROUTE PAVEMENT DEMO SEE SHEET CD-103 PROPOSED FENCE 1 28 28 27 26 26 25 25 29 25 26 27 28 24 21 22 23 24 25 27 30292827262728 28 29 27 2524 2627 27 TR A S K D R I V E TR A S K D R I V E AIRPORT BLVD AIRPORT BLVD AIR P O R T B L V D AIRP O R T B L V D AR F F A C C E S S R O A D MOD E R N A V I A T I O N DRI V E W A Y MOD E R N A V I A T I O N A C C E S S R O A D NOVE M B E R LOT CONTINENTAL DRIVE HEWLETT DRIVE DOL A N D R I V E AIRP O R T B L V D HEWLETT D R I V E NOVE M B E R LOT AL L E G H E N Y D R I V E TR A D E W I N D S D R I V E AIR P O R T B L V D ARFF ACCESS RD AIRPORT BLVD EME R G E N C Y A C C E S S R D EM E R G E N C Y A C C E S S R D HANGAR 6 HAN G A R B U I L D I N G 1 0 HANGAR 4 HANGAR 5 HANGAR 2 HANG A R 1 MAIN B U I L D I N G HANGAR 7 HANGAR 3 MARCH LOT SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, 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 1 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ l e u g e r s j \ d 0 4 6 4 5 5 2 \ I L M B P 1 - G C - 0 3 0 - 0 3 1 . d w g Pl o t t e d b y : Le u g e r s , J e f f r e y R . Pl o t t e d o n : 11 / 2 0 / 2 0 2 3 5 : 3 5 P M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 100% DESIGN NORTH 11/22/2023 1 REVISED SINCE 60%11/22/2023 TRAFFIC CONTROL PHASE 1 OVERALL PLAN (SHEET 1 OF 1) GC-031 LEGEND PHASE 1 PERMANENT WORK PREVIOUS PHASE PERMANENT WORK PHASE 1 TEMPORARY WORK PREVIOUS PHASE TEMPORARY WORK SIGN ARROW BOARD TYPE 3 BARRICADE JRL KT JKG MATCH LINE C-C MATCH LINE D-D SHEET 1 OF 5 SHEET 2 OF 5 SHEET 3 OF 5 SHEET 4 OF 5 SHEET 5 OF 5 MA T C H L I N E A - A MA T C H L I N E E - E MA T C H L I N E B - B 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, TRASK DRIVE, DOLAN ROAD, AVIATION DRIVE, AND HEWLETT ROAD. CONSTRUCTION WORK AREA 1 (AIRPORT BOULEVARD) ·CONSTRUCT PROPOSED AIRPORT BOULEVARD EXIT ROAD BETWEEN TRASK DRVE AND EXISTING AIRPORT BLVD EXIT ROAD. ·CONSTRUCT PROPOSED AIRPORT BOULEVARD BETWEEN TRASK DRIVE AND ARFF ACCESS ROAD. ·CONSTRUCT TEMPORARY DETOUR PAVEMENT BETWEEN PROPOSED AIRPORT BOULEVARD AND EXISTING AIRPORT EXIT LOOP FOR USE IN TCP PHASE 2. ·CONSTRUCT PAVING FOR TEMPORARY CONNECTION FROM PROPOSED AIRPORT BOULEVARD EXIT ROAD TO STUBOUT. ·CONSTRUCT RAMP FOR FUTURE EXIT FROM NOVEMBER LOT. ·DEMOLISH EXISTING PAVEMENT CONNECTING ALLEGENY ROAD ROUNDABOUT AND EXISTING AIRPORT DRIVE EXIT ROAD. ·CONSTRUCT SIDEWALK AND CURB & GUTTER EXTENSION TO TIE TOGETHER ALLEGENY ROAD ROUNDABOUT ·CONSTRUCT PROPOSED MEDIAN CONNECTOR WITH LEFT TURN LANE AND ACCELERATION LANE IN MEDIAN OF AIRPORT BOULEVARD ·CONSTRUCT TEMPORARY PAVEMENT IN MEDIAN OF AIRPORT BOULEVARD FOR DETOUR OF AIRPORT EXIT IN PHASE 2 ·CONSTRUCT PROPOSED DRAINAGE ELEMENTS ASSOCIATED WITH PROPOSED ROADWAYS FOR WORK AREA 1 AIRPORT BLVD CONSTRUCTED THIS PHASE WORK AREA 2 (MODERN AVIATION AND ARFF ACCESS ROAD) ·CONSTRUCT PROPOSED ARFF ACCESS ROAD BETWEEN HEWLETT DRIVE TO TRASK DRIVE, AND BETWEEN TRASK DRIVE TO DOLAN ROAD. ·CONSTRUCT TEMPORARY DETOUR PAVEMENT BETWEEN TRASK DRIVE AND PROPOSED ARFF ACCESS PAVEMENT SOUTH OF AVIATION DRIVE. ·CONSTRUCT MODERN AVIATION DRIVEWAY FROM TRASK DRIVE TO EXISTING MODERN AVIATION PARKING. ·CONSTRUCT MODERN AVIATION ACCESS ROAD FROM EXISTING MODERN AVIATION PARKING TO PROPOSED ARFF ACCESS ROAD. ·CONSTRUCT PROPOSED DRAINAGE ELEMENTS ASSOCIATED WITH PROPOSED ROADWAYS FOR WORK AREA 2 MODERN AVIATION AND ARFF ACCESS ROAD CONSTRUCTED THIS PHASE WORK AREA 3 (EMERGENCY ACCESS ROAD) ·CONSTRUCT PROPOSED EMERGENCY ACCESS ROAD FROM EXISTING AIRPORT BLVD ENTRACE ROAD TO TRADE WINDS DRIVE. ·CONSTRUCT MARCH LOT PAVEMENT BETWEEN ENTRANCE AND EXIT PLAZAS. ·CONSTRUCT TEMPORARY PAVMENT FROM DOLAN ROAD TO MARCH LOT PAVING. ·CONSTRUCT PROPOSED DRAINAGE ELEMENTS ASSOCIATED WITH PROPOSED ROADWAYS FOR WORK AREA 3 EMERGENCY ACCESS ROAD CONSTRUCTED THIS PHASE GENERAL RESTRICTIONS ·ALL PROPOSED PARCELS OF RIGHT OF WAY AND/OR LEASE AREAS ARE RESTRICTED AND NOT AVAILABLE FOR CONSTRUCTION UNTIL DIRECTED BY 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 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 ·CONTRACTOR TO MAINTAIN EXISTING DRAINAGE AT ALL TIMES DURING CONSTRUCTION ·CONTRACTOR TO MAINTAIN DEBRIS FREE SWALES, DITCHES AND EXISTING DRAINAGE STRUCTURES DURING CONSTRUCTION WORK AREA 3: EMERGENCY ACCESS RD WORK AREA 1: AIRPORT BLVD WORK AREA 2: ARFF ACCESS AND MODERN AVIATION SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 400200200 200 CHANNELIZING DEVICE (SEE NCDOT STD 1130.01) PHASE 1 NARRATIVE 1 26 25 25 24 21 22 23 24 25 27 CHANNELIZING DEVICES @ 10' C-C AIR P O R T B L V D CONTINENTAL DRIVE HEWLETT DRIVE A GC - 0 3 4 . 1 CHANNELIZING DEVICES @ 10' C-C NOV E M B E R LOT ALLEGHENY DRIVE TO BE DEMOLISHED THIS PHASE (SEE DEMO PLANS FOR LIMITS) AL L E G H E N Y D R I V E AIRPORT BLVD SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, 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 1 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ l e u g e r s j \ d 0 4 6 4 5 5 2 \ I L M B P 1 - G C - 0 3 0 - 0 3 1 . d w g Pl o t t e d b y : Le u g e r s , J e f f r e y R . Pl o t t e d o n : 11 / 2 0 / 2 0 2 3 5 : 3 7 P M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 100% DESIGN NORTH 11/22/2023 1 REVISED SINCE 60%11/22/2023 TRAFFIC CONTROL PHASE 1 (SHEET 1 OF 5) GC-031.1 LEGEND PHASE 1 PERMANENT WORK PREVIOUS PHASE PERMANENT WORK PHASE 1 TEMPORARY WORK PREVIOUS PHASE TEMPORARY WORK SIGN ARROW BOARD TYPE 3 BARRICADE JRL KT JKG MA T C H L I N E A - A MATCH LINE C-C MATCH LINE D-D SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 CHANNELIZING DEVICE (SEE NCDOT STD 1130.01) MA T C H L I N E C - C HANGAR 6 FBO HANGAR BUILDIN G 1 0 HANGAR 4 HANGAR 5 HANGAR 2 HANGAR 1 HANGAR 7 HANGAR 3 KEY MAP 01 02 03 04 05 1 28 28 27 26 29 26 27 28 27 30 29 28 27 26 27 28 28 29 2 7 2524 26 27 27 T R A S K D R I V E CHANNELIZING DEVICES @ 10' C-C CHANNELIZING DEVICES @ 10' C-C CHANNELIZING DEVICES @ 10' C-C CHANNELIZING DEVICES @ 10' C-C CHANNELIZING DEVICES @ 10' C-C CHANNELIZING DEVICES @ 10' C-C CHANNELIZING DEVICES @ 10' C-CCHANNELIZING DEVICES @ 10' C-C 500.00' 50 0 . 0 0 ' AIR P O R T B L V D A R F F A C C E S S R O A D M O D E R N A V I A T I O N D R I V E W A Y MO D E R N A V I A T I O N A C C E S S R O A D NOV E M B E R LOT B GC-034.1 B GC-034.1 DO L A N D R I V E AIR P O R T B L V D HEWLE T T D R I V E HAN G A R 1 M A I N B U I L D I N G SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, 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 1 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ l e u g e r s j \ d 0 4 6 4 5 5 2 \ I L M B P 1 - G C - 0 3 0 - 0 3 1 . d w g Pl o t t e d b y : Le u g e r s , J e f f r e y R . Pl o t t e d o n : 11 / 2 0 / 2 0 2 3 5 : 3 9 P M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 100% DESIGN NORTH 11/22/2023 1 REVISED SINCE 60%11/22/2023 LEGEND PHASE 1 PERMANENT WORK PREVIOUS PHASE PERMANENT WORK PREVIOUS PHASE TEMPORARY WORK SIGN ARROW BOARD TYPE 3 BARRICADE TRAFFIC CONTROL PHASE 1 (SHEET 2 OF 5) GC-031.2 JRL KT JKG LEGEND PHASE 1 TEMPORARY WORK MA T C H L I N E A - A MA T C H L I N E B - B SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 CHANNELIZING DEVICE (SEE NCDOT STD 1130.01) HANGAR 6 FBO HANGAR BUILDIN G 1 0 HANGAR 4 HANGAR 5 HANGAR 2 HANGAR 1 HANGAR 7 HANGAR 3 KEY MAP 01 02 03 04 05 1 CHANNELIZING DEVICES @ 10' C-C CHANNELIZING DEVICES @ 10' C-C C GC - 0 3 4 . 1 ARFF ACCESS RD C GC - 0 3 4 . 1 HANGAR 6 HANGAR 5 HANGAR 2 HANGAR 7 HANGAR 3 MARCH LOT SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, 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 1 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ l e u g e r s j \ d 0 4 6 4 5 5 2 \ I L M B P 1 - G C - 0 3 0 - 0 3 1 . d w g Pl o t t e d b y : Le u g e r s , J e f f r e y R . Pl o t t e d o n : 11 / 2 0 / 2 0 2 3 5 : 4 0 P M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 100% DESIGN NORTH 11/22/2023 1 REVISED SINCE 60%11/22/2023 TRAFFIC CONTROL PHASE 1 (SHEET 3 OF 5) GC-031.3 JRL KT JKG LEGEND PHASE 1 PERMANENT WORK PREVIOUS PHASE PERMANENT WORK PHASE 1 TEMPORARY WORK PREVIOUS PHASE TEMPORARY WORK SIGN ARROW BOARD TYPE 3 BARRICADE MA T C H L I N E B - B SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 CHANNELIZING DEVICE (SEE NCDOT STD 1130.01) HANGAR 6 FBO HANGAR BUILDIN G 1 0 HANGAR 4 HANGAR 5 HANGAR 2 HANGAR 1 HANGAR 7 HANGAR 3 KEY MAP 01 02 03 04 05 1 CHANNELIZING DEVICES @ 10' C-C 200.00' AIRPORT BLVD AIRPORT BLVD CHANNELIZING DEVICES @ 10' C-C A GC - 0 3 4 . 1 A GC - 0 3 4 . 1 CHANNELIZING DEVICES @ 10' C-C AL L E G H E N Y D R I V E AIRPORT BLVD E M E R G E N C Y A C C E S S R D SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, 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 1 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ l e u g e r s j \ d 0 4 6 4 5 5 2 \ I L M B P 1 - G C - 0 3 0 - 0 3 1 . d w g Pl o t t e d b y : Le u g e r s , J e f f r e y R . Pl o t t e d o n : 11 / 2 0 / 2 0 2 3 6 : 0 3 P M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 100% DESIGN NORTH 11/22/2023 1 REVISED SINCE 60%11/22/2023 TRAFFIC CONTROL PHASE 1 (SHEET 4 OF 5) GC-031.4 JRL KT JKG LEGEND PHASE 1 PERMANENT WORK PHASE 1 TEMPORARY WORK SIGN ARROW BOARD TYPE 3 BARRICADE MATCH LINE C-C MA T C H L I N E E - E MA T C H L I N E C - C PREVIOUS PHASE PERMANENT WORK PREVIOUS PHASE TEMPORARY WORK SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 CHANNELIZING DEVICE (SEE NCDOT STD 1130.01) HANGAR 6 FBO HANGAR BUILDIN G 1 0 HANGAR 4 HANGAR 5 HANGAR 2 HANGAR 1 HANGAR 7 HANGAR 3 KEY MAP 01 02 03 04 05 1 CHANNELIZING DEVICES @ 10' C-C T R A D E W I N D S D R I V E 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 D SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, 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 1 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ l e u g e r s j \ d 0 4 6 4 5 5 2 \ I L M B P 1 - G C - 0 3 0 - 0 3 1 . d w g Pl o t t e d b y : Le u g e r s , J e f f r e y R . Pl o t t e d o n : 11 / 2 0 / 2 0 2 3 6 : 0 9 P M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 100% DESIGN NORTH 11/22/2023 1 REVISED SINCE 60%11/22/2023 TRAFFIC CONTROL PHASE 1 (SHEET 5 OF 5) GC-031.5 JRL KT JKG LEGEND PHASE 1 PERMANENT WORK PREVIOUS PHASE PERMANENT WORK PHASE 1 TEMPORARY WORK PREVIOUS PHASE TEMPORARY WORK SIGN ARROW BOARD TYPE 3 BARRICADE MATCH LINE D-D MA T C H L I N E E - E SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 CHANNELIZING DEVICE (SEE NCDOT STD 1130.01) HANGAR 6 FBO HANGAR BUILDIN G 1 0 HANGAR 4 HANGAR 5 HANGAR 2 HANGAR 1 HANGAR 7 HANGAR 3 KEY MAP 01 02 03 04 05 1 28 28 27 26 26 25 25 29 25 26 27 28 24 27 30292827262728 28 29 27 2524 26 27 TR A S K D R I V E TR A S K D R I V E AIRPORT BLVD AIRPORT BLVD ARF F A C C E S S R O A D MO D E R N A V I A T I O N DRI V E W A Y MOD E R N A V I A T I O N A C C E S S R O A D NOV E M B E R LOT CONTINENTAL DRIVE HEWLETT DRIVE DOLA N D R I V E AIRP O R T B L V D HEWLETT D R I V E NOVE M B E R LOT TR A D E W I N D S D R I V E AI R P O R T B L V D AIRPORT BLVD ARFF ACCESS RD EM E R G E N C Y A C C E S S R D EM E R G E N C Y A C C E S S R D MARCH LOT HANGAR 6 HAN G A R B U I L D I N G 1 0 HANGAR 4 HANGAR 5 HANGAR 2 HANGA R 1 MAI N B U I L D I N G HANGAR 7 HANGAR 3 PHASE 2 TEMPORARY WORK PREVIOUS PHASE TEMPORARY WORK SIGN ARROW BOARD TYPE 3 BARRICADE SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, 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 1 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p a t e b \ d 0 4 6 4 5 5 2 \ I L M B P 1 - G C - 0 3 2 . d w g Pl o t t e d b y : Pa t e , B r i c e Pl o t t e d o n : 11 / 2 0 / 2 0 2 3 5 : 5 0 P M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 100% DESIGN NORTH 11/22/2023 1 REVISED SINCE 60%11/22/2023 TRAFFIC CONTROL PHASE 2 OVERALL PLAN (SHEET 1 OF 1) GC-032 LEGEND JRL KT JKG PHASE 2 PERMANENT WORK PREVIOUS PHASE PERMANENT WORK CHANNELIZING DEVICE (SEE NCDOT STD 1130.01) MATCH LINE C-C MATCH LINE D-D SHEET 1 OF 5 SHEET 2 OF 5 SHEET 3 OF 5 SHEET 4 OF 5 SHEET 5 OF 5 MA T C H L I N E A - A MA T C H L I N E E - E MA T C H L I N E B - B WORK AREA 3: EMERGENCY ACCESS RD WORK AREA 1: AIRPORT BLVD WORK AREA 2: ARFF ACCESS AND MODERN AVIATION TRAFFIC ·RESET ADVANCE WARNING SIGNS, TRAFFIC CONTROL DEVICES, AND TEMPORARY STRIPING. WORK AREA 1 (AIRPORT BOULEVARD) ·OPEN 2-LANES ON TEMPORARY CONNECTION BETWEEN EXISTING AIRPORT BOULEVARD LOOP AND PROPOSED AIRPORT BOULEVARD. ·MAINTAIN ACCESS TO DOLAN DRIVE THROUGH TEMPORARY ROAD BETWEEN THE EXISTING AIRPORT LOOP AND PROPOSED AIRPORT LOOP. ·MAINTAIN ACCESS TO NOVEMBER LOT THROUGH AIRPORT BLVD ENTRANCE ROAD AND EXISTING MEDIAN OPENING AT TRADEWINDS DRIVE. ·OPEN NOVEMBER LOT EXIT RAMP TO AIRPORT BOULEVARD ·MAINTAIN 2-LANES ON AIRPORT BOULEVARD EXIT AND SHIFT ONTO DETOUR IN MEDIAN OF AIRPORT BOULEVARD ·CONSTRUCT PROPOSED AIRPORT BOULEVARD EXIT FROM BEGINNING OF PROJECT TO STUBOUT IN PHASE 1 ·OPEN RETURN TO TERMINAL VIA PROPOSED MEDIAN CONNECTION WORK AREA 2 (MODERN AVIATION AND ARFF ACCESS ROAD) ·SHIFT MODERN AVIATION ACCESS TO THE DRIVEWAY CONSTRUCTED IN PHASE 1. ·SHIFT ARFF ACCESS FROM DOLAN DRIVE TO PROPOSED ARFF ACCESS ROAD USING TEMPORY DETOUR PAVING CONSTRUCTED IN PHASE 1. ·SHIFT AND DETOUR ARFF ACCESS LANES THROUGH MARCH LOT PAVING. ·CLOSE AVIATION DRIVE BETWEEN MODERN AVIATION AND TRASK DRIVE. ·CLOSE TRASK DRIVE BETWEEN DOLAN DRIVE AND TEMPORARY DETOUR TO PROPOSE ARFF. WORK AREA 3 (EMERGENCY ACCESS ROAD) ·OPEN EMERGENCY ACCESS ROAD. CONSTRUCTION WORK AREA 1 (AIRPORT BOULEVARD) ·REMOVE PAVEMENT AND SEVER CONNECTION OF OUTSIDE 2 LANES AFTER TEMPORARY CONNECTION FROM EXISTING AIRPORT BOULEVARD TO PROPOSED AIRPORT BOULEVARD. ·REMOVE PAVEMENT AND SEVER CONNECTION OF AIRPORT BOULEVARD EXIT BETWEEN NOVEMBER LOT AND EXISTING ALLEGHENY DRIVE. ·CONSTRUCT PROPOSED OUTSIDE LANE AND SHOULDER OF AIRPORT BOULEVARD EXIT ROAD FROM BEGIN PROJECT TO PROPOSED AIRPORT BOULEVARD PAVING CONSTRUCTED IN PHASE 1. ·CONSTRUCT PROPOSED PAVING ACROSS TRASK DRIVE THAT HAS BEEN REMOVED. ·CONSTRUCT PROPOSED DRAINAGE ELEMENTS ASSOCIATED WITH PROPOSED ROADWAYS FOR WORK AREA 1 AIRPORT BLVD CONSTRUCTED THIS PHASE WORK AREA 2 (MODERN AVIATION AND ARFF ACCESS ROAD) ·CONSTRUCT PROPOSED ARFF ROAD PAVING ACROSS TRASK DRIVE THAT HAS BEEN REMOVED. ·CONSTRUCT PROPOSED ARFF ACCESS ROAD AND VEHICLE STAGING AREA FROM END OF CONSTRUCTION IN PHASE 1 TO AIRPORT SAFETY BUILDING. ·FINISH CONSTRUCTION OF MODERN AVIATION ACCESS ROAD. ·CONSTRUCT PROPOSED DRAINAGE ELEMENTS ASSOCIATED WITH PROPOSED ROADWAYS FOR WORK AREA 2 MODERN AVIATION AND ARFF ACCESS ROAD CONSTRUCTED THIS PHASE WORK AREA 3 (EMERGENCY ACCESS ROAD) ·COMPLETED WITH TCP PHASE 1. GENERAL RESTRICTIONS ·ALL PROPOSED PARCELS OF RIGHT OF WAY AND/OR LEASE AREAS ARE RESTRICTED AND NOT AVAILABLE FOR CONSTRUCTION UNTIL DIRECTED BY 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 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 ·CONTRACTOR TO MAINTAIN EXISTING DRAINAGE AT ALL TIMES DURING CONSTRUCTION ·CONTRACTOR TO MAINTAIN DEBRIS FREE SWALES, DITCHES AND EXISTING DRAINAGE STRUCTURES DURING CONSTRUCTION SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 400200200 200 PHASE 2 NARRATIVE 1 26 25 25 24 27 CHANNELIZING DEVICES @ 10' C-C ON A TANGENT CHANNELIZING DEVICES @ 10' C-C ON A TAPER 200.00 ' 200 . 0 0 ' CHANNELIZING DEVICES @ 20' C-C ON A TANGENT CHANNELIZING DEVICES @ 20' C-C ON A TANGENT CHANNELIZING DEVICES @ 10' C-C ON A CURVE A GC - 0 3 4 . 2 CONTINENTAL DRIVE HEWLETT DRIVE NOV E M B E R LOT AIRPORT BLVD SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, 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 1 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p a t e b \ d 0 4 6 4 5 5 2 \ I L M B P 1 - G C - 0 3 2 . d w g Pl o t t e d b y : Pa t e , B r i c e Pl o t t e d o n : 11 / 2 0 / 2 0 2 3 5 : 5 0 P M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 100% DESIGN NORTH 11/22/2023 1 REVISED SINCE 60%11/22/2023 TRAFFIC CONTROL PHASE 2 (SHEET 1 OF 5) GC-032.1 LEGEND JRL KT JKG PHASE 2 PERMANENT WORK PREVIOUS PHASE PERMANENT WORK PHASE 2 TEMPORARY WORK PREVIOUS PHASE TEMPORARY WORK MA T C H L I N E A - A SIGN ARROW BOARD TYPE 3 BARRICADE MATCH LINE C-C MATCH LINE D-D SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 CHANNELIZING DEVICE (SEE NCDOT STD 1130.01) MA T C H L I N E C - C HANGAR 6 FBO HANGAR BUILD I N G 1 0 HANGAR 4 HANGAR 5 HANGAR 2 HANGAR 1 HANGAR 7 HANGAR 3 KEY MAP 01 02 03 04 05 1 28 28 27 26 29 26 27 28 27 30 29 28 27 26 27 28 28 29 2 7 2524 26 27 CHANNELIZING DEVICES @ 10' C-C 500.00' CHANNELIZING DEVICES @ 10' C-C ON A TAPER 200.00' 5 0 0 . 0 0 ' T R A S K D R I V E A R F F A C C E S S R O A D M O D E R N A V I A T I O N D R I V E W A Y MO D E R N A V I A T I O N A C C E S S R O A D NOV E M B E R LOT DO L A N D R I V E AIR P O R T B L V D HEWLE T T D R I V E HAN G A R 1 M A I N B U I L D I N G SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, 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 1 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p a t e b \ d 0 4 6 4 5 5 2 \ I L M B P 1 - G C - 0 3 2 . d w g Pl o t t e d b y : Pa t e , B r i c e Pl o t t e d o n : 11 / 2 0 / 2 0 2 3 5 : 5 1 P M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 100% DESIGN NORTH 11/22/2023 1 REVISED SINCE 60%11/22/2023 TRAFFIC CONTROL PHASE 2 (SHEET 2 OF 5) GC-032.2 JRL KT JKG LEGEND PHASE 2 PERMANENT WORK PREVIOUS PHASE PERMANENT WORK PHASE 2 TEMPORARY WORK PREVIOUS PHASE TEMPORARY WORK SIGN ARROW BOARD TYPE 3 BARRICADE MA T C H L I N E A - A MA T C H L I N E B - B SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 CHANNELIZING DEVICE (SEE NCDOT STD 1130.01) HANGAR 6 FBO HANGAR BUILD I N G 1 0 HANGAR 4 HANGAR 5 HANGAR 2 HANGAR 1 HANGAR 7 HANGAR 3 KEY MAP 01 02 03 04 05 1 CHANNELIZING DEVICES @ 10' C-C ON A TAPER CHANNELIZING DEVICES @ 20' C-C ON A TAPER CHANNELIZING DEVICES @ 10' C-C ON A TAPER CHANNELIZING DEVICES @ 10' C-C ON A TAPER R 7 5 . 0 0 ' R7 5 . 0 0 ' 11 . 0 0 ' 11 . 0 0 ' B GC - 0 3 4 . 2 B GC - 0 3 4 . 2 ARFF ACCESS RD MARCH LOT HANGAR 6 HANGAR 5 HANGAR 2 HANGAR 7 HANGAR 3 SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, 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 1 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p a t e b \ d 0 4 6 4 5 5 2 \ I L M B P 1 - G C - 0 3 2 . d w g Pl o t t e d b y : Pa t e , B r i c e Pl o t t e d o n : 11 / 2 0 / 2 0 2 3 5 : 5 1 P M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 100% DESIGN NORTH 11/22/2023 1 REVISED SINCE 60%11/22/2023 TRAFFIC CONTROL PHASE 2 (SHEET 3 OF 5) GC-032.3 JRL KT JKG LEGEND PHASE 2 PERMANENT WORK PREVIOUS PHASE PERMANENT WORK PHASE 2 TEMPORARY WORK PREVIOUS PHASE TEMPORARY WORK SIGN ARROW BOARD TYPE 3 BARRICADE MA T C H L I N E B - B SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 CHANNELIZING DEVICE (SEE NCDOT STD 1130.01) HANGAR 6 FBO HANGAR BUILD I N G 1 0 HANGAR 4 HANGAR 5 HANGAR 2 HANGAR 1 HANGAR 7 HANGAR 3 KEY MAP 01 02 03 04 05 1 CHANNELIZING DEVICES @ 10' C-C ON A TANGENT 500.00' 200.00' CHANNELIZING DEVICES @ 20' C-C ON A TANGENT CHANNELIZING DEVICES @ 10' C-C ON A CURVE A GC - 0 3 4 . 2 A GC - 0 3 4 . 2 AIRPORT BLVD AIRPORT BLVD AIRPORT BLVD EM E R G E N C Y A C C E S S R D SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, 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 1 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p a t e b \ d 0 4 6 4 5 5 2 \ I L M B P 1 - G C - 0 3 2 . d w g Pl o t t e d b y : Pa t e , B r i c e Pl o t t e d o n : 11 / 2 0 / 2 0 2 3 5 : 5 1 P M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 100% DESIGN NORTH 11/22/2023 1 REVISED SINCE 60%11/22/2023 TRAFFIC CONTROL PHASE 2 (SHEET 4 OF 5) GC-032.4 JRL KT JKG LEGEND PHASE 2 PERMANENT WORK PREVIOUS PHASE PERMANENT WORK PHASE 2 TEMPORARY WORK PREVIOUS PHASE TEMPORARY WORK SIGN ARROW BOARD TYPE 3 BARRICADE MATCH LINE C-C MA T C H L I N E E - E MA T C H L I N E C - C SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 CHANNELIZING DEVICE (SEE NCDOT STD 1130.01) HANGAR 6 FBO HANGAR BUILD I N G 1 0 HANGAR 4 HANGAR 5 HANGAR 2 HANGAR 1 HANGAR 7 HANGAR 3 KEY MAP 01 02 03 04 05 1 T R A D E W I N D S D R I V E 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 D SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, 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 1 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p a t e b \ d 0 4 6 4 5 5 2 \ I L M B P 1 - G C - 0 3 2 . d w g Pl o t t e d b y : Pa t e , B r i c e Pl o t t e d o n : 11 / 2 0 / 2 0 2 3 5 : 5 1 P M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 100% DESIGN NORTH 11/22/2023 1 REVISED SINCE 60%11/22/2023 TRAFFIC CONTROL PHASE 2 (SHEET 5 OF 5) GC-032.5 JRL KT JKG LEGEND PHASE 2 PERMANENT WORK PREVIOUS PHASE PERMANENT WORK PHASE 2 TEMPORARY WORK PREVIOUS PHASE TEMPORARY WORK SIGN ARROW BOARD TYPE 3 BARRICADE MATCH LINE D-D MA T C H L I N E E - E SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 CHANNELIZING DEVICE (SEE NCDOT STD 1130.01) HANGAR 6 FBO HANGAR BUILD I N G 1 0 HANGAR 4 HANGAR 5 HANGAR 2 HANGAR 1 HANGAR 7 HANGAR 3 KEY MAP 01 02 03 04 05 1 28 28 27 26 26 25 25 29 25 26 27 28 24 27 30292827262728 28 29 27 2524 26 27 GARD N E R R O A D 10 0 . 0 0 ' TR A S K D R I V E NOV E M B E R LOT NOV E M B E R LOT TR A S K D R I V E AIRPORT BLVD AIRPORT BLVD ARF F A C C E S S R O A D MOD E R N A V I A T I O N A C C E S S R O A D CONTINENTAL DRIVE HEWLETT DRIVE DOLA N D R I V E AIRPO R T B L V D HEWLETT D R I V E TR A D E W I N D S D R I V E AI R P O R T B L V D AIRPORT BLVD ARFF ACCESS RD EME R G E N C Y A C C E S S R D EM E R G E N C Y A C C E S S R D MARCH LOT HANGAR 6 HAN G A R B U I L D I N G 1 0 HANGAR 4 HANGAR 5 HANGAR 2 HANGAR 1 MAIN B U I L D I N G HANGAR 7 HANGAR 3 SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, 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 1 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p a t e b \ d 0 4 6 4 5 5 2 \ I L M B P 1 - G C - 0 3 3 . d w g Pl o t t e d b y : Pa t e , B r i c e Pl o t t e d o n : 11 / 2 0 / 2 0 2 3 5 : 5 2 P M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 100% DESIGN NORTH 11/22/2023 1 REVISED SINCE 60%11/22/2023 TRAFFIC CONTROL PHASE 3 OVERALL PLAN (SHEET 1 OF 1) GC-033 LEGEND JRL KT JKG PHASE 3 PERMANENT WORK PREVIOUS PHASE PERMANENT WORK PHASE 3 TEMPORARY WORK PREVIOUS PHASE TEMPORARY WORK SIGN ARROW BOARD TYPE 3 BARRICADE MATCH LINE C-C MATCH LINE D-D SHEET 1 OF 5 SHEET 2 OF 5 SHEET 3 OF 5 SHEET 4 OF 5 SHEET 5 OF 5 MA T C H L I N E A - A MA T C H L I N E E - E MA T C H L I N E B - B WORK AREA 3: EMERGENCY ACCESS RD WORK AREA 1: AIRPORT BLVD WORK AREA 2: ARFF ACCESS AND MODERN AVIATION TRAFFIC ·RESET ADVANCE WARNING SIGNS, TRAFFIC CONTROL DEVICES, AND TEMPORARY STRIPING. WORK AREA 1 (AIRPORT BOULEVARD) ·OPEN PROPOSED AIRPORT AIRPORT BOULEVARD EXIT AND RETURN TO TERMINAL IN FINAL LOCATION. WORK AREA 2 (MODERN AVIATION AND ARFF ACCESS ROAD) ·OPEN COMPLETED ARFF ACCESS ROAD. ·CLOSE TRASK DR UP TO HEWLETT DRIVE. WORK AREA 3 (EMERGENCY ACCESS ROAD) ·MAINTAIN TRAFFIC ON EMERGENCY ACCESS ROAD FROM TCP PHASE 2. CONSTRUCTION WORK AREA 1 (AIRPORT BOULEVARD) ·COMPLETED WITH TCP STEP 2. WORK AREA 2 (MODERN AVIATION AND ARFF ACCESS ROAD) ·DEMOLISH TRASK DRIVE BETWEEN AVIATION DR AND HEWLETT DR. ·CONSTRUCT MARCH LOT ENTRY AND EXIT PLAZA. ·CONSTRUCT MODERN AVIATION PARKING LOTS. ·CONSTRUCT PROPOSED DRAINAGE ELEMENTS ASSOCIATED WITH PROPOSED PARKING FOR WORK AREA 2 MODERN AVIATION AND ARFF ACCESS CONSTRUCTED THIS PHASE ·CONSTRUCT MILLING AND RESURFACING OF PAVEMENT AND APRONS SURROUNDING MODERN AVIATION HANGAR 6. WORK AREA 3 (EMERGENCY ACCESS ROAD) ·COMPLETED WITH TCP STEP 1. GENERAL RESTRICTIONS ·ALL PROPOSED PARCELS OF RIGHT OF WAY AND/OR LEASE AREAS ARE RESTRICTED AND NOT AVAILABLE FOR CONSTRUCTION UNTIL DIRECTED BY 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 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 ·CONTRACTOR TO MAINTAIN EXISTING DRAINAGE AT ALL TIMES DURING CONSTRUCTION ·CONTRACTOR TO MAINTAIN DEBRIS FREE SWALES, DITCHES AND EXISTING DRAINAGE STRUCTURES DURING CONSTRUCTION SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 400200200 200 CHANNELIZING DEVICE (SEE NCDOT STD 1130.01) PHASE 3 NARRATIVE 1 26 25 25 24 27 NOV E M B E R LOT CONTINENTAL DRIVE HEWLETT DRIVE AIRPORT BLVD SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, 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 1 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p a t e b \ d 0 4 6 4 5 5 2 \ I L M B P 1 - G C - 0 3 3 . d w g Pl o t t e d b y : Pa t e , B r i c e Pl o t t e d o n : 11 / 2 0 / 2 0 2 3 5 : 5 2 P M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 100% DESIGN NORTH 11/22/2023 1 REVISED SINCE 60%11/22/2023 TRAFFIC CONTROL PHASE 3 (SHEET 1 OF 5) GC-033.1 LEGEND JRL KT JKG PHASE 3 PERMANENT WORK PREVIOUS PHASE PERMANENT WORK PHASE 3 TEMPORARY WORK PREVIOUS PHASE TEMPORARY WORK SIGN ARROW BOARD TYPE 3 BARRICADE MATCH LINE C-C MATCH LINE D-D MA T C H L I N E A - A SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 CHANNELIZING DEVICE (SEE NCDOT STD 1130.01) MA T C H L I N E C - C HANGAR 6 FBO HANGAR BUILDI N G 1 0 HANGAR 4 HANGAR 5 HANGAR 2 HANGAR 1 HANGAR 7 HANGAR 3 KEY MAP 01 02 03 04 05 1 28 28 27 26 29 26 27 28 27 30 29 28 27 26 27 28 28 29 2 7 2524 26 27 1 0 0 . 0 0 ' 500.00' 5 0 0 . 0 0 ' NOV E M B E R LOT T R A S K D R I V E A R F F A C C E S S R O A D MO D E R N A V I A T I O N A C C E S S R O A D DO L A N D R I V E AIR P O R T B L V D HEWLE T T D R I V E HAN G A R 1 M A I N B U I L D I N G SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, 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 1 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p a t e b \ d 0 4 6 4 5 5 2 \ I L M B P 1 - G C - 0 3 3 . d w g Pl o t t e d b y : Pa t e , B r i c e Pl o t t e d o n : 11 / 2 0 / 2 0 2 3 5 : 5 2 P M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 100% DESIGN NORTH 11/22/2023 1 REVISED SINCE 60%11/22/2023 TRAFFIC CONTROL PHASE 3 (SHEET 2 OF 5) GC-033.2 LEGEND JRL KT JKG PHASE 3 PERMANENT WORK PREVIOUS PHASE PERMANENT WORK PHASE 3 TEMPORARY WORK PREVIOUS PHASE TEMPORARY WORK SIGN ARROW BOARD TYPE 3 BARRICADE MA T C H L I N E A - A MA T C H L I N E B - B SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 CHANNELIZING DEVICE (SEE NCDOT STD 1130.01) HANGAR 6 FBO HANGAR BUILDI N G 1 0 HANGAR 4 HANGAR 5 HANGAR 2 HANGAR 1 HANGAR 7 HANGAR 3 KEY MAP 01 02 03 04 05 1 CHANNELIZING DEVICES @ 10' C-C CHANNELIZING DEVICES @ 10' C-C ARFF ACCESS RD MARCH LOT HANGAR 6 HANGAR 5 HANGAR 2 HANGAR 7 HANGAR 3 SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, 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 1 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p a t e b \ d 0 4 6 4 5 5 2 \ I L M B P 1 - G C - 0 3 3 . d w g Pl o t t e d b y : Pa t e , B r i c e Pl o t t e d o n : 11 / 2 0 / 2 0 2 3 5 : 5 2 P M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 100% DESIGN NORTH 11/22/2023 1 REVISED SINCE 60%11/22/2023 TRAFFIC CONTROL PHASE 3 (SHEET 3 OF 5) GC-033.3 LEGEND JRL KT JKG PHASE 3 PERMANENT WORK PREVIOUS PHASE PERMANENT WORK PHASE 3 TEMPORARY WORK PREVIOUS PHASE TEMPORARY WORK SIGN ARROW BOARD TYPE 3 BARRICADE MA T C H L I N E B - B SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 CHANNELIZING DEVICE (SEE NCDOT STD 1130.01) HANGAR 6 FBO HANGAR BUILDI N G 1 0 HANGAR 4 HANGAR 5 HANGAR 2 HANGAR 1 HANGAR 7 HANGAR 3 KEY MAP 01 02 03 04 05 1 AIRPORT BLVD AIRPORT BLVD AIRPORT BLVD EM E R G E N C Y A C C E S S R D SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, 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 1 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p a t e b \ d 0 4 6 4 5 5 2 \ I L M B P 1 - G C - 0 3 3 . d w g Pl o t t e d b y : Pa t e , B r i c e Pl o t t e d o n : 11 / 2 0 / 2 0 2 3 5 : 5 2 P M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 100% DESIGN NORTH 11/22/2023 1 REVISED SINCE 60%11/22/2023 TRAFFIC CONTROL PHASE 3 (SHEET 4 OF 5) GC-033.4 LEGEND JRL KT JKG PHASE 3 PERMANENT WORK PREVIOUS PHASE PERMANENT WORK PHASE 3 TEMPORARY WORK PREVIOUS PHASE TEMPORARY WORK SIGN ARROW BOARD TYPE 3 BARRICADE MATCH LINE C-C MA T C H L I N E E - E MA T C H L I N E C - C SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 CHANNELIZING DEVICE (SEE NCDOT STD 1130.01) HANGAR 6 FBO HANGAR BUILDI N G 1 0 HANGAR 4 HANGAR 5 HANGAR 2 HANGAR 1 HANGAR 7 HANGAR 3 KEY MAP 01 02 03 04 05 1 T R A D E W I N D S D R I V E 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 D SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, 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 1 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p a t e b \ d 0 4 6 4 5 5 2 \ I L M B P 1 - G C - 0 3 3 . d w g Pl o t t e d b y : Pa t e , B r i c e Pl o t t e d o n : 11 / 2 0 / 2 0 2 3 5 : 5 3 P M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 100% DESIGN NORTH 11/22/2023 1 REVISED SINCE 60%11/22/2023 TRAFFIC CONTROL PHASE 3 (SHEET 5 OF 5) GC-033.5 LEGEND JRL KT JKG PHASE 3 PERMANENT WORK PREVIOUS PHASE PERMANENT WORK PHASE 3 TEMPORARY WORK PREVIOUS PHASE TEMPORARY WORK SIGN ARROW BOARD TYPE 3 BARRICADE MATCH LINE D-D MA T C H L I N E E - E SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 CHANNELIZING DEVICE (SEE NCDOT STD 1130.01) HANGAR 6 FBO HANGAR BUILDI N G 1 0 HANGAR 4 HANGAR 5 HANGAR 2 HANGAR 1 HANGAR 7 HANGAR 3 KEY MAP 01 02 03 04 05 1 A GC-034.1 A GC-034.1 B GC-034.1 C GC-034.1 B GC-034.1 C GC-034.1 TRASK DRCL TEMPORARY AIRPORT BLVD EXIT EXISTING ARFF ACCESS RD CL ARFF ACCESS RD SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, 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 1 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p a t e b \ d 0 4 6 4 5 5 2 \ I L M B P 1 - G C - 0 3 4 . d w g Pl o t t e d b y : Pa t e , B r i c e Pl o t t e d o n : 11 / 2 0 / 2 0 2 3 5 : 5 3 P M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 TRAFFIC CONTROL TYPICAL SECTIONS (SHEET 1 OF 2) GC-034.1 JKG KT JRL 1 B GC-034.2 B GC-034.2 A GC-034.2 A GC-034.2 MARCH LOT CL ARFF ACCESS RD CL AIRPORT BLVD SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, 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 1 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p a t e b \ d 0 4 6 4 5 5 2 \ I L M B P 1 - G C - 0 3 4 . d w g Pl o t t e d b y : Pa t e , B r i c e Pl o t t e d o n : 11 / 2 0 / 2 0 2 3 5 : 5 3 P M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 TRAFFIC CONTROL TYPICAL SECTIONS (SHEET 1 OF 2) GC-034.2 JKG KT JRL 1 JKG ECS JKG GEOTECHNICAL INVESTIGATION GR-010 NOTES 1.GEOTECHNICAL TEST LOCATION SKETCH - FIGURE 2 AND FIGURE 3 FROM S&ME, INC. "REPORT OF GEOTECHNICAL EXPLORATION PROPOSED ILM LANDSIDE IMPROVEMENTS" PREPARED FOR RS&H (10/19/2023) 2.GEOTECHNICAL TEST LOCATION MAP 1 FROM S&ME, INC. "REPORT OF GEOTECHNICAL EXPLORATION WILMINGTON INTERNATIONAL AIRPORT - TERMINAL FRONT CURB IMPROVEMENTS" PREPARED FOR TALBERT & BRIGHT, INC. (03/17/2023) 3.GEOTECHNICAL TEST LOCATION MAP 2 FROM S&ME, INC. "GEOTECHNICAL ENGINEERING REPORT WILMINGTON INTERNATIONAL AIRPORT LANDSIDE PARKING REDEVELOPMENT" PREPARED FOR AVCON (06/24/2022) SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 1 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 6 4 5 5 2 \ I L M B P 1 - G R - 0 1 0 . d w g Pl o t t e d b y : Go r a , J e n n i f e r Pl o t t e d o n : 11 / 2 0 / 2 0 2 3 1 0 : 5 0 P M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 100% DESIGN 11/22/2023 ES ES JKG 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. 11.16 STORM SEWERHEADWALL 72" R C P 72 " R C P 72" RCP 72" RCP 72" RCP 72" R C P STORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N)INV. 13.70 (S) 15" R C P STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) 18" RCP 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" R C P 72" R C P INV. 10.53 STORM SEWERHEADWALL STORM SEWERMANHOLERIM 24.51INV. 15.24 (NW)INV. 13.23 (NE) 24" R C P STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) 24" R C P 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" RC P 48" RCP STORM SEW E RMANHOLERIM 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" R C P 72 " R C P 18" RCP 18" R C P 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" R C P 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 42" RC P INV. 15.79 INV . 1 5 . 9 1 INV . 1 5 . 8 3 18" R C P 18" R C P 24" R C P 12" R C 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) 24" RCP RIP-RAP STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S) 24" R C 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" R C P 18" R C P 18" R C P 18" R C P STORM SEWERYARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) 24" R C P 24" RCP STORM SEWERYARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S) STORM SEWERMANHOLERIM 25.11INV. 6.52 ST O R M S E W E R MA N H O L E RI M 2 3 . 5 2 IN V . 1 2 . 7 3 ( E ) 48" R C P 36" RCP IN V . 1 2 . 6 8 ( W ) 36" R C P RIP-RAP RIP-RAP STORM SEWERMANHOLERIM 22.71INV. 15.46 (E)INV. 14.39 (S)INV. 14.13 (W) 18" RC P STORM SEWERMANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) 24" R C P 24" R C P 18" R C P 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" RCP 24 " R C P INV. 9.89 STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) 36" R C P 24" R C P RIP-RAPINV. 18.47 STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) 18" R C P 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) 15" R C P RIP-RAPINV. 22.84 36" R C P STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) 36" R C P 36" RCP STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) 30" RCP 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) 18" R C P 30" R C P 15" RCP 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" RC P STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S)INV. 26.67 (N) 15" RCP 30" RCP 24" RCP STOR M S E W E R CURB I N L E TEOP 32. 1 3INV. 2 9 . 1 9 ( E ) INV. 29. 1 2 ( N ) STORM SEWER CURB INLET EOP 38.96 INV. 36.08 (E) INV. 35.90 (W) STORM SEW E R MANHOLE RIM 41.90 INV. 38.91 ( S ) INV. 37.69 ( E ) INV. 37.47 ( W ) STORM SE W E R MANHOLE RIM 42.6 3 INV. 38 . 4 6 ( S ) INV. 38. 2 9 ( E ) STO R M S E W E R MAN H O L E RIM 4 2 . 0 1 INV . 3 7 . 6 7 ( W ) INV . 3 7 . 6 2 ( 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) MH MHSAN SAN SANITARY SEWERMANHOLERIM 24.49 INV. 7.66 SANITARY SEWERMANHOLERIM 23.97 INV. 5.13 SANITARY SEWERMANHOLERIM 24.17INV. 6.62 8"SS 8"SS 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"S S 8"S S 8"SS SANITARY SEWERMANHOLERIM 28.78 SANITARY SEWERMANHOLERIM 24.70INV. sealed SANITARY SEWERMANHOLERIM 24.29INV. sealed SA N SA N W 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 SA N SA N SAN SAN SAN SAN SAN S A 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 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 18"RCP (PLUGGED) 12"RCP(PLUGGED) 15"RC P 15"R C P 15"RC P 15"RCP 24"R C P 24"RC P 12 " R C P 15"R C P 15"RC P 24"RCP 15" R C P 48"R C P 18"RCP (PLUGGED) CA P P E D 1 0 " AB A N D O N E D SA N I T A R Y SE W E R AB A N D O N E D SA N I T A R Y SE W E R S 12" 12" 6" GAS GAS GASGASGASGASGASGAS G A S G A S GAS GAS 48" R C P 48 " R C P S A N S 12"WL (SIZE PROVIDED BY CFPUA) 12" WL (SIZE PROVIDED BY CFPUA) 8" W L ( S I Z E P R O V I D E D B Y C F P U A ) W G G G 13" X 2 2 " C M P 48" RCP G G GAS GAS S S 15" R C P 15" R C P 18" R C P 18" RCP 24" RCP 30" R C P 30 " R C P 30 " R C P 48" RC P 18" R C P 18" RCP 18" R C P GAS W W W S WWW SA N W ABANDONED ABANDONED 6" PVC S E R V I C E S S 42" R C P 8"S S 8"SS 4"SS PLUGGED 15" R C P 15" RC P 15" RCP 15" R C P W W W W WWWW W W W W W S A N SA N SA N SAN SAN S S S S S S S S S S S S S S S S 8" V. C . P . 8" V . C . P . 8" V . C . P . 8" V . C . P . 8" V.C.P. 8" V.C.P. 8" V . C . P . 8" V . C . P . 8" V . C . P . 8" V . C . P . 8" V. C . P . 8" V . C . P . 8" V . C . P . 8" V . C . P . SA N SAN SAN SA N S A N S S 8" 8" 8" 8" 8" 6" W W W W W W1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 2" W W W 54" R C P 54 " R C P 54" R C P 54" RC P 54" R C P 18" R C P 18" R C P 30" RC P 18" R C P 18" R C P 18" R C P 30" R C P 30" R C P 30" R C P 60" R C P 60" R C P 18" RCP 18" R C P 18" CM P 18" C M P 30" RCP 30" RCP 15" R C P 18" R C P 24" RCP 24" RCP 30" RCP 30" RCP 30" RCP 18" RC P 24" RCP 30" R C P 18" R C P 48 " R C P 24" R C P 30 " R C P 48" RC P 18" RCP 30 " R C P 60 " R C P 54" C M P 12" R C P 48 " R C P 48" R C P 48"RCP 48"RCP W W 8" WATER 8" WATER 8" W A T E R S 18" RCP W 8" W A T E R 8" WATER S S S 6" PVC 6" PVC 8" PV C 8" PVC 8" PVC W S S 12" W A T E R 12" W A T E R W W W W W W W W W W W W W W 8" W A T E R 8" W A T E R 8" W A T E R 12" W A T E R 8" W A T E R S A N S S 8" 8" 15"RC P 15"RC P 24" R C P 42" R C P 24" RCP 24" RCP 30" RCP 30" R C P 18" RCP 15" CMP 12" R C P 12" R C P SA N SA N SA N S S S W W W W W 18" RCP 18" R C P 18" R C P 18" R C P SAN SAN S A N 24"FM 24"FM 24"FM 12" WATER 12" WATER 12" WATER 12" W A T E R 8"SS 8"SS 8"SS 8"S S 10" S S 10 " S S 8"S S 8"SS 8"SS 8"S S 8"SS SANITARY SEWERMANHOLERIM 22.17 INV. OUT 16.77 SANITARY SEWERMANHOLEINV IN 16.13INV. OUT 16.13 SANITARY SEWERMANHOLERIM 23.92INV. IN 15.12 (WEST)INV. IN 13.48 (NORTH)INV. OUT 13.48 (SOUTH) 8" WATER S S T E E E EE T T TT T T E ET T M 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 TTTTTTTTT T T T T T T T T TV TV E E T T C T T lp T EE E EE 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 S AB A N D O N E D CO M M L I N E , V I F ABA N D O N E D COM M L I N E , V I F A A A A A A A A A A A A A A AIRPORT B O U L E V A R D AIR P O R T B O U L E V A R D TR A D E W I N D S D R . DOL A N D R . Airport Blvd. HANGAR 6 FBO HAN G A R B U I L D I N G 1 0 HANGAR 4 HANGAR 5 HANGAR 2 HANGA R 1 MAI N B U I L D I N G HEWLETT D R I V E HAL L D R I V E TR A S K D R I V E HANGAR 7 HANGAR 3 TR A D E W I N D S D R I V E X X X X X X X X XXX X X X X XX X X X X X XXXXXXXXX X X X XX X X X X X X X SHEET 1 OF 5 SHEET 2 OF 5 SHEET 3 OF 5 SHEET 4 OF 5SHEET 5 OF 5 XXXXXXXXXX X X X X XX X XX X X X X X X X X X X X X X X X X X X X X XXX X X X XX X X X X X X X X X X X X X X X X XX X X X X XAl l e g h e n y D r i v e Airport Blvd. Airport Blvd. Hewlett Drive Tr a s k D r i v e ARFF BUILD I N G SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, 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 1 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 6 4 5 5 0 \ I L M B P 1 - C D . d w g Pl o t t e d b y : Go r a , J e n n i f e r Pl o t t e d o n : 11 / 2 2 / 2 0 2 3 3 : 0 0 P M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 CD-100 NORTH JJL JKG JKG SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22")200 200 0 200 400 EXISTING CONDITIONS AND DEMOLITION PLAN OVERALL LEGEND XXX ASPHALT AIRFIELD DEMOLITION X SIGN DEMOLITION X LIGHT POLE DEMOLITION X UTILITY DEMOLITION ASPHALT ROAD DEMOLITION ASPHALT PARKING LOT DEMOLITION PAVEMENT OVERLAY PARKING CURB DEMOLITION ROAD CURB DEMOLITION OTHER CONCRETE DEMOLITION STORM PIPE DEMOLITION X TICKET BOOTH/GATE ARMS/CARD READER PLAZA DEMOLITION VEGETATION DEMOLITION X TREE DEMOLITION XXX FENCE DEMOLITION GRAVEL DEMOLITION SIDEWALK DEMOLITION PROPOSED FEATURES NOTES 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022, SURVEY. b.NOVEMBER LOT IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. 2.NOT ALL LEGEND ITEMS WILL ALWAYS BE ON EVERY SHEET. 3.FOR ELECTRICAL DEMOLITION, REFER TO ELECTRICAL DEMOLITION SHEETS. 4.FOR INFORMATION REGARDING PROTECTION OF ALL OTHER KNOWN EXISTING UTILITIES AND UTILITY REMOVAL REFER TO SHEETS CU-100 THROUGH CU-105. 5.FOR ADDITIONAL GUIDANCE ON SIGNAGE REMOVALS REFER TO SHEET S-101. 6.ASPHALT ROAD DEMOLITION CONSISTS OF ASPHALT PAVEMENT DEMOLITION ONLY. 7.ALL TREES THAT ARE MARKED AS TREE DEMOLITION ARE TO BE SALVAGED AND REPLANTED. TREE LOCATIONS AND VEGETATION DEMOLITION ARE BASED OFF OF AERIAL. VEGETATION DEMOLITION AREAS ARE AREAS WHERE SURVEY IS NEEDED FOR ANY PLANTERS, TREES, BUSHES, ETC. THAT ARE TO BE REMOVED. 1 72 " R C P 72" RCP 72" RCP 72" RCP 72 " R C P STORM SEWER CURB INLET RIM 22.78 (fut. EOP) INV. 13.72 (N) INV. 13.70 (S) 15 " R C P STORM SEWER YARD INLET RIM 20.90 INV. 16.14 (E) INV. 16.13 (S) 18" RCP STORM SEWER YARD INLET RIM 21.40 INV. 16.44 (W) STORM SEWER MANHOLE RIM 24.22 INV. 12.03 (N) INV. 11.82 (E) INV. 12.42 (S) INV. 11.86 (W)72" RCP STORM SEWER MANHOLE RIM 24.32 INV. 12.67 (N) INV. 12.67 (E) INV. 12.66 (S) 48" RCP 60 " R C P 72 " R C P 24 " R C P STORM SEWER YARD INLET RIM 19.40 INV. 16.23 (N) INV. 16.26 (S) 24 " R C P STORM SEWER YARD INLET RIM 22.11 INV. 17.98 (E) INV. 17.87 (S) STORM SEWER MANHOLE RIM 24.12 INV. 12.22 (E) INV. 12.22 (W) STORM SEWER MANHOLE RIM 24.21 INV. 13.27 (E) INV. 13.26 (W) 48" RC P 30 " R C P 30 " R C P STORM SEWER YARD INLET RIM 21.51 INV. 14.27 (E) INV. 14.22 (W) STORM SEWER YARD INLET RIM 23.30 INV. 15.23 (E) INV. 15.23 (W) STORM SEWER YARD INLET RIM 24.80 INV. 15.63 (E) INV. 15.61 (W) 42" RCP 42" RCP 42" R C P INV. 15.79 IN V . 1 5 . 9 1 IN V . 1 5 . 8 3 18 " R C P 48" RCP 48" RCP STORM SEWER CURB INLET RIM 24.60 (EOP) INV. 18.39 (S) STORM SEWER CURB INLET RIM 24.50 (EOP) INV. 17.13 (N) INV. 13.46 (W) INV. 13.45 (E) STORM SEWER CURB INLET RIM 23.25 (EOP) INV. 13.76 (E) STORM SEWER MANHOLE RIM BURIED STORM SEWER STORM SEWER YARD INLET RIM 21.40 INV. 16.44 (W) 24" RCP RIP-RAP INV. 20.99 INV. 20.37 18 " R C P STORM SEWER YARD INLET RIM 21.15 INV. 14.45 (E) INV. 13.91 (S) 36" R C P 36" R C P STORM SEWER YARD INLET RIM 19.46 INV. 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 SEWER CURB INLET RIM 23.28 (EOP) INV. 12.37 (W) INV. 12.35 (E)STORM SEWER CURB INLET RIM 23.31 (EOP) INV. 12.77 (N) INV. 12.75 (E) SAN SAN SAN SAN SAN SANITARY SEWER MANHOLE RIM 24.20 INV. 9.70 8" S S SANITARY SEWER MANHOLE RIM 25.08 INV. 11.50 8" S S 8"S S SANITARY SEWER MANHOLE RIM 25.54 INV. 11.88 SANITARY SEWER MANHOLE RIM 27.00 INV. sealed SANITARY SEWER MANHOLE RIM 26.56 INV. sealed SANITARY SEWER MANHOLE RIM 27.67 INV. sealed SANITARY SEWER MANHOLE RIM 24.70 INV. sealed SANITARY SEWER MANHOLE RIM 24.29 INV. sealed SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N 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 G GAS GAS GAS GAS GAS GAS GAS GAS SA N SA N SA N SA N SA N WWWWWWW S SA N SA N SA N SA N SA N SA N SA N S S 8" V . C . P . 8" V . C . P . W W W 8"S S SANITARY SEWER MANHOLE RIM 23.92 INV. IN 15.12 (WEST) INV. IN 13.48 (NORTH) INV. OUT 13.48 (SOUTH) S T T T T T A A A A A A A A A Airport Blvd. TR A D E W I N D S D R I V E XXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X XXXXXXXXXX XX X X X X X X X X X X X X X XXX X X X X X X X X X XX X X X ALL CONCRETE HEADWALLS AND PIPE END SECTIONS ARE TO BE REMOVED. REMOVE APPROX. 7 LF OF 30" RCP REMOVE APPROX. 74 LF OF 24" RCP REMOVE APPROX. 428 SY OF ASPHALT PAVEMENT REMOVE APPROX. 110 LF OF 18" RCP REMOVE APPROX. 1259 SY OF ASPHALT PAVEMENT REMOVE APPROX. 83 SY OF CONCRETE REMOVE APPROX. 4322 SY OF ASPHALT PAVEMENT REMOVE APPROX. 765 SF OF SIDEWALK REMOVAL OF FLARE END PIPE INCLUDES ALL RIP RAP AND PIPE INVERSION REMOVE APPROX. 235 LF OF ROAD CURB REMOVE APPROX. 244 LF OF ROAD CURB REMOVE APPROX. 88 LF OF ROAD CURB REMOVE APPROX. 436 LF OF ROAD CURB A l l e g h e n y D r i v e Airport Blvd. Airport Blvd. Hewlett Drive REMOVE APPROX. 583 LF OF EXISTING FENCING, REMOVAL CONTINUED ON SHEET CD-102 PROTECT EXISTING INLET PROTECT EXISTING INLET ADJUST EXISTING MAHOLE SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, 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 1 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 6 4 5 5 0 \ I L M B P 1 - C D . d w g Pl o t t e d b y : Sa n d b e r g , E t h a n Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 1 : 5 6 P M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 CD-101 NORTH JJL JKG JKG SCALE (IN FEET) 501 INCH = FEET (WHEN PRINTED 34"x22") 50 0 50 100 MATCHLINE SEE CD105 MA T C H L I N E S E E C D 1 0 2 HANGAR 6 FBO HANGAR BUILD I N G 1 0 HANGAR 4 HANGAR 5 HANGAR 2 HANGAR 1 HANGAR 7 HANGAR 3 KEY MAP 01 02 03 0405 EXISTING CONDITIONS AND DEMOLITION PLAN (SHEET 1 OF 5) MATCHLINE SEE CD104 LEGEND XXX XXX X X X X X ASPHALT AIRFIELD DEMOLITION SIGN DEMOLITION LIGHT POLE DEMOLITION UTILITY DEMOLITION ASPHALT ROAD DEMOLITION ASPHALT PARKING LOT DEMOLITION PAVEMENT OVERLAY PARKING CURB DEMOLITION ROAD CURB DEMOLITION OTHER CONCRETE DEMOLITION STORM PIPE DEMOLITION TICKET BOOTH/GATE ARMS/CARD READER PLAZA DEMOLITION VEGETATION DEMOLITION TREE DEMOLITION FENCE DEMOLITION GRAVEL DEMOLITION SIDEWALK DEMOLITION PROPOSED FEATURES NOTES 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022, SURVEY. b.NOVEMBER LOT IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. 2.NOT ALL LEGEND ITEMS WILL ALWAYS BE ON EVERY SHEET. 3.FOR ELECTRICAL DEMOLITION, REFER TO ELECTRICAL DEMOLITION SHEETS. 4.FOR INFORMATION REGARDING PROTECTION OF ALL OTHER KNOWN EXISTING UTILITIES AND UTILITY REMOVAL REFER TO SHEETS CU-100 THROUGH CU-105. 5.FOR ADDITIONAL GUIDANCE ON SIGNAGE REMOVALS REFER TO SHEET S-101. 6.ASPHALT ROAD DEMOLITION CONSISTS OF ASPHALT PAVEMENT DEMOLITION ONLY. 7.ALL TREES THAT ARE MARKED AS TREE DEMOLITION ARE TO BE SALVAGED AND REPLANTED. TREE LOCATIONS AND VEGETATION DEMOLITION ARE BASED OFF OF AERIAL. VEGETATION DEMOLITION AREAS ARE AREAS WHERE SURVEY IS NEEDED FOR ANY PLANTERS, TREES, BUSHES, ETC. THAT ARE TO BE REMOVED. 1 MO D E R N A V I A T I O N A C C E S S R O A D M O D E R N A V I A T I O N D R I V E W A Y AIR P O R T B L V D AR F F A C C E S S R O A D 72" R C P STORM SEWER YARD INLET RIM 23.30 INV. 14.36 (E) INV. 14.32 (W) STORM SEWER MANHOLE RIM 27.81 INV. 15.75 (E) INV. 15.75 (W) 48" R C P 48" RCP STORM S E W E R MANHO L E RIM 29.2 8 INV. 16. 8 9 ( W ) STORM SEWER MANHOLE RIM 29.06 INV. 20.05 (N) INV. 20.04 (W) STORM SEWER MANHOLE RIM 28.91 INV. 13.44 (N) INV. 24.46 (E) INV. 13.41 (S) STORM SEWER MANHOLE RIM 28.14 INV. 13.44 (N) INV. 24.46 (E) INV. 24.82 (W) 72 " R C P 7 2 " R C P 18" RCP 18 " R C P 18" OVAL STORM SEWER YARD INLET RIM 27.23 INV. 24.96 (E) INV. 24.99 (W) 18" RCP 18" RCP 18" RC P STORM SEWER YARD INLET RIM 27.74 INV. 24.67 (E) INV. 24.53 (W) 18" RCP STORM SEWER YARD INLET RIM 26.71 INV. 23.30 (E) INV. 23.28 (W) 18 " R C P 18 " R C P STORM SEWER YARD INLET RIM 26.85 INV. 20.65 (N) INV. 20.65 (S) STORM SEWER CURB INLET EOP 27.34 INV. 24.15 (E) INV. 23.80 (S) 15" RCP STORM SEWER CURB INLET EOP 29.04 INV. 25.52 (W) RIP-RAP INV. 26.57 INV. 26.89 RIP-RAP INV. 26.34 STORM SEWER CURB INLET EOP 31.81 INV. 28.52 (W) INV. 28.26 (E) 15" RCP STORM SEWER CURB INLET EOP 3302 INV. 30.71 (E) 15" RC P MH SAN SAN SANITARY SEWER MANHOLE RIM 28.72 INV. 16.02 SANITARY SEWER MANHOLE RIM 27.14 INV. 14.83 SANITARY SEWER MANHOLE RIM 29.26 INV. full of dirt 8" S S 8" S S 8"SS SANITARY SEWER MANHOLE RIM 28.78 SA N SA N SA N SA N SA N SANITARY SEWER SANITARY SEWER MANHOLE RIM (COVERED) INV. (COVERED) SANITARY SEWER MANHOLE RIM 29.91 INV. 15.34 SANITARY SEWER MANHOLE RIM 31.99 INV. 21.26 (N) INV. 17.03 (W) SANITARY SEWER MANHOLE RIM 29.39 INV. 23.35 SA N SA N SA N SA N SA N SAN SAN SAN SAN SAN SAN SAN SAN SA N SA N 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 GA S G A S GA S GA S GA S GA S GA S GAS GAS W W W W W W W G G 13 " X 2 2 " C M P 48" R C P GAS GA S G A S G A S G A S G A S G GAS GAS GAS GAS GAS GAS GAS S SAN SAN SA N SA N SA N SA N S A N SA N SA N SAN SAN W W W W W W W W W W W SAN ABANDONED ABANDON E D 8" S S 4"SS 1 5 " R C P 15" R C P 15" R C P 15 " R C P W W W S 8" V . C . P . W W W W W W W W W W W W W 24 " R C P 24" R C P 30" RCP 30" R C P S A N SAN W W W W 8"SS 8"SS 8" S S 8"SS SAN W W WW 8" WAT E R E E T T T T C T S A A A A A A A A AIRPOR T B O U L E V A R D DO L A N D R . FB O HANGAR 2 M A I N B U I L D I N G HEWLE T T D R I V E TR A S K D R I V 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 X X X X XXXXXXX X X X X X X X X XX X X X X X X X X X X REMOVAL OF SAFETY END TREATMENT WITH CONCRETE RIPRAP. PAVEMENT OVERLAY APPROX. 6871 SY OF AIRFIELD PAVEMENT. REFER TO SHEET CS-160 FOR PAVEMENT OVERLAY. REMOVE APPROX. 664 SY OF ASPHALT PAVEMENT REMOVE APPROX. 2111 SY OF ASPHALT PAVEMENT REMOVE APPROX. 501 SY OF ASPHALT PAVEMENT REMOVE APPROX. 302 SY OF ASPHALT PAVEMENT REMOVE APPROX. 260 SY OF ASPHALT PAVEMENT REMOVE APPROX. 53 LF OF 18" RCP REMOVE APPROX. 146 LF OF EXISTING FENCE REMOVE APPROX. 583 LF OF EXISTING FENCING, REMOVAL CONTINUED ON SHEET CD-101 REMOVE APPROX. 100 LF OF PARKING CURB REMOVE APPROX. 170 LF OF ROAD CURB REMOVE APPROX. 170 LF OF 18" PIPE Tr a s k D r i v e REMOVE APPROX. 2 SY OF CONCRETE SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, 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 1 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 6 4 5 5 0 \ I L M B P 1 - C D . d w g Pl o t t e d b y : Go r a , J e n n i f e r Pl o t t e d o n : 11 / 2 2 / 2 0 2 3 3 : 0 1 P M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 CD-102 NORTH JJL JKG JKG SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 MA T C H L I N E S E E C D 1 0 1 lp S SSSSSSSS SS S S S S S S S S S S S S S S S S S S S S S S S 12" 12" 6" S S S SS S KEY MAP 02 EXISTING CONDITIONS AND DEMOLITION PLAN (SHEET 2 OF 5) MA T C H L I N E S E E C D 1 0 3 MATCHLINE SEE CD103 LEGEND XXX XXX X X X X X ASPHALT AIRFIELD DEMOLITION SIGN DEMOLITION LIGHT POLE DEMOLITION UTILITY DEMOLITION ASPHALT ROAD DEMOLITION ASPHALT PARKING LOT DEMOLITION PAVEMENT OVERLAY PARKING CURB DEMOLITION ROAD CURB DEMOLITION OTHER CONCRETE DEMOLITION STORM PIPE DEMOLITION TICKET BOOTH/GATE ARMS/CARD READER PLAZA DEMOLITION VEGETATION DEMOLITION TREE DEMOLITION FENCE DEMOLITION GRAVEL DEMOLITION SIDEWALK DEMOLITION PROPOSED FEATURES 1 NOTES 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022, SURVEY. b.NOVEMBER LOT IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. 2.NOT ALL LEGEND ITEMS WILL ALWAYS BE ON EVERY SHEET. 3.FOR ELECTRICAL DEMOLITION, REFER TO ELECTRICAL DEMOLITION SHEETS. 4.FOR INFORMATION REGARDING PROTECTION OF ALL OTHER KNOWN EXISTING UTILITIES AND UTILITY REMOVAL REFER TO SHEETS CU-100 THROUGH CU-105. 5.FOR ADDITIONAL GUIDANCE ON SIGNAGE REMOVALS REFER TO SHEET S-101. 6.ASPHALT ROAD DEMOLITION CONSISTS OF ASPHALT PAVEMENT DEMOLITION ONLY. 7.ALL TREES THAT ARE MARKED AS TREE DEMOLITION ARE TO BE SALVAGED AND REPLANTED. TREE LOCATIONS AND VEGETATION DEMOLITION ARE BASED OFF OF AERIAL. VEGETATION DEMOLITION AREAS ARE AREAS WHERE SURVEY IS NEEDED FOR ANY PLANTERS, TREES, BUSHES, ETC. THAT ARE TO BE REMOVED. MO D E R N A V I A T I O N A C C E S S R O A D ARFF ACCESS ROAD 18 " R C P 2 4 " R C P 12 " R C P 12 " R C P STORM SEWER YARD INLET RIM 26.85 INV. 20.65 (N) INV. 20.65 (S) 24 " R C P STORM SEWER YARD INLET RIM 27.00 INV. 19.80 (N) INV. 20.57 (W) INV. 19.41 (S) STORM SEWER YARD INLET RIM 27.00 INV. 26.37 INV. 26.36 INV. 25.34 INV. 25.07 INV. 26.89 RIP-RAPINV. 26.34 STORM SEWER CURB INLET EOP 31.81 INV. 28.52 (W) INV. 28.26 (E) 15" RCP STORM SEWER CURB INLET EOP 3302 INV. 30.71 (E) 15" RC P STORM SEWER CURB INLET EOP 34.23 INV. 29.02 (W) INV. 28.98 (E) 15" RCP 15" RC P STORM SEWER CURB INLET EOP 36.97 INV. 33.25 (W) INV. 32.99 (E)STORM SEWER YARD INLET RIM 37.90 INV. 33.80 (E) 15" RCP MH MH SAN SAN SAN SAN SAN SAN SAN SAN SA N SA N SA N SA N SA N W SANITARY SEWER MANHOLE RIM 31.99 INV. 21.26 (N) INV. 17.03 (W) SANITARY SEWER MANHOLE RIM 29.39 INV. 23.35 SAN SAN S S W W W W W W W W W W W W W GAS GAS GAS GAS GAS GASW W W W W W G A S G A S G G SSANSANSAN 18" RCP 3 0 " R C P 30 " R C P 48" R C P 18 " R C P 18" RCP 18 " R C P W SAN S 30 " R C P W W W W W W W W W W W W W W W WW 8" WAT E R 8" WAT E R 8" W A T E R W SA N SA N SAN SA N SA N S S A N SAN SAN W W W W 8" S S 8"SS E E E E E T T T T T T T T T T T T T T HANGAR 6 HANGAR 5 HANGAR 2 HANGAR 7 HANGAR 3 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 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 XXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X SALVAGE AND RELOCATE EXISTING CARD READER EQUIPMENT. REFER TO SHEET CS-203 FOR NEW LOCATION. REMOVAL OF SAFETY END TREATMENT WITH CONCRETE RIPRAP. PAVEMENT OVERLAY APPROX. 6871 SY OF AIRFIELD PAVEMENT. REFER TO SHEET CS-160 FOR PAVEMENT OVERLAY. REMOVE APPROX. 1406 SY OF ASPHALT PAVEMENT REMOVE APPROX. 1489 SY OF ASPHALT PAVEMENT REMOVE APPROX. 260 SY OF ASPHALT PAVEMENT REMOVE APPROX. 24 SY OF AIRFIELD ASPHALT PAVEMENT REMOVE APPROX. 151 LF OF 15" RCP REMOVE APPROX. 253 LF OF EXISTING FENCE REMOVE APPROX. 324 LF OF EXISTING FENCE REMOVE APPROX. 146 LF OF EXISTING FENCE SALVAGE EXISTING GATE. TO BE RELOCATED . REMOVE APPROX. 392 LF OF EXISTING FENCING REMOVE APPROX. 100 LF OF PARKING CURB REMOVE APPROX. 861 SY OF ASPHALT PAVEMENT REMOVE APPROX. 45 LF OF 12" RCP REMOVE APPROX. 522 SF OF SIDEWALK AR F F BU I L D I N G CONTRACTOR IS RESPONSIBLE FOR SURVEY OF EXISTING PAVEMENT LIMITS, BUILDING LIMITS, AND ANY NECESSARY FEATURES IN ORDER TO DEFINE EXACT DEMOLITION EXTENTS TO FACILITATE ARFF BUILDING PROPOSED WORK. REMOVE APPROX. 2 SY OF CONCRETE PROTECT EXISTING UTILITY LINE SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, 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 1 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 6 4 5 5 0 \ I L M B P 1 - C D . d w g Pl o t t e d b y : Sa n d b e r g , E t h a n Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 1 : 5 7 P M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 CD-103 NORTH JJL JKG JKG SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 MA T C H L I N E S E E C D 1 0 2 HANGAR 6 FBO HANGAR BUILD I N G 1 0 HANGAR 4 HANGAR 5 HANGAR 2 HANGAR 1 HANGAR 7 HANGAR 3 KEY MAP 01 02 03 0405 EXISTING CONDITIONS AND DEMOLITION PLAN (SHEET 3 OF 5) MATCHLINE SEE CD102 LEGEND XXX XXX X X X X X ASPHALT AIRFIELD DEMOLITION SIGN DEMOLITION LIGHT POLE DEMOLITION UTILITY DEMOLITION ASPHALT ROAD DEMOLITION ASPHALT PARKING LOT DEMOLITION PAVEMENT OVERLAY PARKING CURB DEMOLITION ROAD CURB DEMOLITION OTHER CONCRETE DEMOLITION STORM PIPE DEMOLITION TICKET BOOTH/GATE ARMS/CARD READER PLAZA DEMOLITION VEGETATION DEMOLITION TREE DEMOLITION FENCE DEMOLITION GRAVEL DEMOLITION SIDEWALK DEMOLITION PROPOSED FEATURES 1 NOTES 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022, SURVEY. b.NOVEMBER LOT IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. 2.NOT ALL LEGEND ITEMS WILL ALWAYS BE ON EVERY SHEET. 3.FOR ELECTRICAL DEMOLITION, REFER TO ELECTRICAL DEMOLITION SHEETS. 4.FOR INFORMATION REGARDING PROTECTION OF ALL OTHER KNOWN EXISTING UTILITIES AND UTILITY REMOVAL REFER TO SHEETS CU-100 THROUGH CU-105. 5.FOR ADDITIONAL GUIDANCE ON SIGNAGE REMOVALS REFER TO SHEET S-101. 6.ASPHALT ROAD DEMOLITION CONSISTS OF ASPHALT PAVEMENT DEMOLITION ONLY. 7.ALL TREES THAT ARE MARKED AS TREE DEMOLITION ARE TO BE SALVAGED AND REPLANTED. TREE LOCATIONS AND VEGETATION DEMOLITION ARE BASED OFF OF AERIAL. VEGETATION DEMOLITION AREAS ARE AREAS WHERE SURVEY IS NEEDED FOR ANY PLANTERS, TREES, BUSHES, ETC. THAT ARE TO BE REMOVED. INV. 11.16 STORM SEWER HEADWALL 7 2 " R C P INV. 10.53 STORM SEWER HEADWALL STORM SEWER MANHOLE RIM 24.51 INV. 15.24 (NW) INV. 13.23 (NE) INV. 13.23 (S) STORM SEWER YARD INLET RIM 21.33 INV. 12.12 (N) INV. 11.95 (E) 24 " R C P 24" RCP STORM SEWER YARD INLET RIM 20.74 INV. 10.84 (W) INV. 10.35 (N) INV. 9.74 (S) STORM SEWER MANHOLE RIM 25.11 INV. 6.52 S T O R M S E W E R M A N H O L E R I M 2 3 . 5 2 IN V . 1 2 . 7 3 ( E ) 48 " R C P 36" RC P IN V . 1 2 . 6 8 ( W ) 36" R C P RIP-RAP RIP-RAP STORM SEWER MANHOLE RIM 22.71 INV. 15.46 (E) INV. 14.39 (S) INV. 14.13 (W) 18" R C P STORM SEWER MANHOLE RIM 23.46 INV. 15.37 (E) INV. 15.33 (N) 24 " R C P 2 4 " R C P 1 8 " R C P INV. 19.55 INV. 18.89 RIP-RAP STORM SEWER YARD INLET RIM 20.75 INV. 7.37 (E) STORM SEWER YARD INLET RIM 23.00 INV. 17.29 (W) INV. 17.44 (N) INV. 17.22 (E) INV. 17.20 (S) STORM SEWER MANHOLE RIM 25.75 INV. 14.54 (N) INV. 17.50 (S) INV. 14.43 (W) 36" RCP 2 4 " R C P INV. 9.89 STORM SEWER YARD INLET RIM 22.85 INV. 18.22 (N) 36" R C P 24" R C P RIP-RAP INV. 18.47 STORM SEWER YARD INLET RIM 24.74 INV. 22.48 (E) INV. 19.09 (W) 18 " R C P 15" R C P RIP-RAP INV. 22.67 INV. 22.90 INV. 23.08 INV. 24.19 RIP-RAPINV. 23.98 STORM SEWER YARD INLET RIM 25.40 INV. 22.42 (E) INV. 19.19 (S) 15" R C P RIP-RAP INV. 22.84 36" R C P STORM SEWER CURB INLET EOP 31.10 INV. 27.81 (N) STORM SEWER CURB INLET EOP 31.12 INV. 26.85 (S) INV. 26.67 (N) 15" RCP 24" RCP ST O R M S E W E R CU R B I N L E T EO P 3 2 . 1 3 INV. 2 9 . 1 9 ( E ) INV. 2 9 . 1 2 ( N ) STORM SEW E R CURB INLE T EOP 38.96 INV. 36.08 ( E ) INV. 35.90 ( W ) 22.19 (N) STORM SEWER CURB INLET EOP 30.68 INV. 26.69 (S) INV. 25.92 (E) INV. 25.69 (W) STORM SEWER MANHOLE RIM 22.36 INV. 11.41 (N) INV. 11.40 (S) STORM SEWER YARD INLET RIM 20.65 INV. 15.26 (N) INV. 14.63 (S)SANITARY SEWER SA N SANITARY SEWER MANHOLE RIM 30.68 INV. 12.26 SANITARY SEWER MANHOLE RIM (COVERED) INV. (COVERED) SANITARY SEWER MANHOLE RIM 24.94 INV. 8.15 APPROX. LOCATION UNABLE TO FIND MANHOLESANSANSANSANSANSANSAN SAN SAN SAN SAN SAN SAN SAN SAN S A N SS 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 18"RCP (PLUGGED) 12"RCP (PLUGGED) 15" R C P 15" R C P 15"R C P 15"R C P 24" R C P 24" R C P 1 2 " R C P 15 " R C P 15" R C P 24"RCP 15 " R C P 48" R C P 18"RCP (PLUGGED) S A N S A N S A N S A N C A P P E D 1 0 " A B A N D O N E D S A N I T A R Y S E W E R A B A N D O N E D S A N I T A R Y S E W E R S 1 2 " W 12 " 6" GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GA S GA S G A S G A S G A S G A S G A S G A S GA S GAS GAS GAS GAS GAS GAS PLUGGED W WW WW W W W W W SAN 48"RC P 48"RC P 15"R C P 18 " R C P T E 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 T T T T T T T T T 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 E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E 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 T T T T T T T T UTV UTV TV E E T lp T T T T T T 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 E E E E E E E E E E E E E E E AIR P O R T B O U L E V A R D T R A D E W I N D S D R . XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X XXXXXX X X X X X X X REMOVE APPROX. 50 LF OF 24" RCP REMOVE APPROX. 679 LF OF EXISTING FENCE SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, 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 1 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 6 4 5 5 0 \ I L M B P 1 - C D . d w g Pl o t t e d b y : Sa n d b e r g , E t h a n Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 1 : 5 8 P M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 CD-104 NORTH JJL JKG JKG SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 MA T C H L I N E S E E C D 1 0 5 HANGAR 6 FBO HANGAR BUILD I N G 1 0 HANGAR 4 HANGAR 5 HANGAR 2 HANGAR 1 HANGAR 7 HANGAR 3 KEY MAP 01 02 03 0405 EXISTING CONDITIONS AND DEMOLITION PLAN (SHEET 4 OF 5) MATCHLINE SEE CD101 LEGEND XXX XXX X X X X X ASPHALT AIRFIELD DEMOLITION SIGN DEMOLITION LIGHT POLE DEMOLITION UTILITY DEMOLITION ASPHALT ROAD DEMOLITION ASPHALT PARKING LOT DEMOLITION PAVEMENT OVERLAY PARKING CURB DEMOLITION ROAD CURB DEMOLITION OTHER CONCRETE DEMOLITION STORM PIPE DEMOLITION TICKET BOOTH/GATE ARMS/CARD READER PLAZA DEMOLITION VEGETATION DEMOLITION TREE DEMOLITION FENCE DEMOLITION GRAVEL DEMOLITION SIDEWALK DEMOLITION PROPOSED FEATURES 1 NOTES 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022, SURVEY. b.NOVEMBER LOT IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. 2.NOT ALL LEGEND ITEMS WILL ALWAYS BE ON EVERY SHEET. 3.FOR ELECTRICAL DEMOLITION, REFER TO ELECTRICAL DEMOLITION SHEETS. 4.FOR INFORMATION REGARDING PROTECTION OF ALL OTHER KNOWN EXISTING UTILITIES AND UTILITY REMOVAL REFER TO SHEETS CU-100 THROUGH CU-105. 5.FOR ADDITIONAL GUIDANCE ON SIGNAGE REMOVALS REFER TO SHEET S-101. 6.ASPHALT ROAD DEMOLITION CONSISTS OF ASPHALT PAVEMENT DEMOLITION ONLY. 7.ALL TREES THAT ARE MARKED AS TREE DEMOLITION ARE TO BE SALVAGED AND REPLANTED. TREE LOCATIONS AND VEGETATION DEMOLITION ARE BASED OFF OF AERIAL. VEGETATION DEMOLITION AREAS ARE AREAS WHERE SURVEY IS NEEDED FOR ANY PLANTERS, TREES, BUSHES, ETC. THAT ARE TO BE REMOVED. INV. 18.99 INV. 19.33 18 " R C P STORM SEWER YARD INLET RIM 21.60 INV. 13.28 (N) INV. 13.29 (S) STORM SEWER YARD INLET RIM 21.50 INV. 12.94 (N) INV. 13.00 (S) STORM SEWER MANHOLE RIM 22.36 INV. 11.41 (N) INV. 11.40 (S) SANITARY SEWER MANHOLE RIM 24.49 INV. 7.66 SANITARY SEWER MANHOLE RIM 23.97 INV. 5.13 SANITARY SEWER MANHOLE RIM 24.17 INV. 6.62 8"SS 8"SS SAN SAN SAN S A N S A N S A N S A N S A N SAN SAN SAN SAN SAN SAN SAN SA N SA 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 GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS 48 " R C P 48 " R C P W W W W W W W W W GAS GAS GAS GAS GAS S A N S A N S A N S A N S 12"WL (SIZE PROVIDED BY CFPUA) 12" WL (SIZE PROVIDED BY CFPUA) 8" W L ( S I Z E P R O V I D E D B Y C F P U A ) GAS GAS GAS GAS GAS SA N SA N SA N W W W W W W W W W 8" WATER S8" PVC 8" PV C SAN SAN SAN W W W W W W SAN SAN SA N SA N S S SA N SA N SA N SA N SA N SA N S W W W W W W W W 18" RCP 1 0 " S S 1 0 " S S E E E 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 T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T TEEEEEEEEEEEEEEEEEEEEEEEEEE T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T X REMOVE APPROX. 139 SY OF ASPHALT PAVEMENT CONTRACTOR IS RESPONSIBLE FOR VERIFYING ANY STOCKPILES TO BE REMOVED IN THIS VICINITY. Airport Blvd. SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, 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 1 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 6 4 5 5 0 \ I L M B P 1 - C D . d w g Pl o t t e d b y : Sa n d b e r g , E t h a n Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 1 : 5 9 P M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 CD-105 NORTH JJL JKG JKG SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 MATCHLINE SEE CD101 MA T C H L I N E S E E C D 1 0 4 HANGAR 6 FBO HANGAR BUILD I N G 1 0 HANGAR 4 HANGAR 5 HANGAR 2 HANGAR 1 HANGAR 7 HANGAR 3 KEY MAP 01 02 03 0405 EXISTING CONDITIONS AND DEMOLITION PLAN (SHEET 5 OF 5) LEGEND XXX XXX X X X X X ASPHALT AIRFIELD DEMOLITION SIGN DEMOLITION LIGHT POLE DEMOLITION UTILITY DEMOLITION ASPHALT ROAD DEMOLITION ASPHALT PARKING LOT DEMOLITION PAVEMENT OVERLAY PARKING CURB DEMOLITION ROAD CURB DEMOLITION OTHER CONCRETE DEMOLITION STORM PIPE DEMOLITION TICKET BOOTH/GATE ARMS/CARD READER PLAZA DEMOLITION VEGETATION DEMOLITION TREE DEMOLITION FENCE DEMOLITION GRAVEL DEMOLITION SIDEWALK DEMOLITION PROPOSED FEATURES 1 NOTES 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022, SURVEY. b.NOVEMBER LOT IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. 2.NOT ALL LEGEND ITEMS WILL ALWAYS BE ON EVERY SHEET. 3.FOR ELECTRICAL DEMOLITION, REFER TO ELECTRICAL DEMOLITION SHEETS. 4.FOR INFORMATION REGARDING PROTECTION OF ALL OTHER KNOWN EXISTING UTILITIES AND UTILITY REMOVAL REFER TO SHEETS CU-100 THROUGH CU-105. 5.FOR ADDITIONAL GUIDANCE ON SIGNAGE REMOVALS REFER TO SHEET S-101. 6.ASPHALT ROAD DEMOLITION CONSISTS OF ASPHALT PAVEMENT DEMOLITION ONLY. 7.ALL TREES THAT ARE MARKED AS TREE DEMOLITION ARE TO BE SALVAGED AND REPLANTED. TREE LOCATIONS AND VEGETATION DEMOLITION ARE BASED OFF OF AERIAL. VEGETATION DEMOLITION AREAS ARE AREAS WHERE SURVEY IS NEEDED FOR ANY PLANTERS, TREES, BUSHES, ETC. THAT ARE TO BE REMOVED. SAN SAN SAN SAN SAN 8" S S 8" S S 8"SS SA N SA N SA N SA N SA N SA N SA N SA N SA N SAN SAN SA N SA N S S S S S S S S W W W W W W W W W W W W W G A S GA S GA S GA S GA S GA S GA S W G G GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS S SA N SA N SA N SA N S A N SA N SA N SAN SAN W W W W W W W W W W W SAN ABANDONED ABANDON E D 4"SS 8" V . C . P . W W W W W W W W W W W W W W W W W C T T S HEWLE T T D R I V E TR A S K D R I V E AIRPORT BLVD. CONNECT TO EXISTING FENCE N:190877.20 E:2327973.98 N:191112.67 E:2328392.64 INSTALL 661 LF OF 8' FENCE SEE DETAIL 1, SHEET CF-140 CONNECT TO EXISTING FENCE N:191139.14 E:2328421.67 AIRP O R T B O U L E V A R D ( P R O P O S E D ) NOV E M B E R L O T ( L O T F ) AIRP O R T B O U L E V A R D ( E X I S T I N G ) MH MH 8"SS8"SS 8"SS 8"SS 8"SS 8"SS 8"SS 8"SS W SSSSSSSS SS S S S S S SS S S S S S S S S S S S S S S WWW W W 18"RCP (PLUGGED)12"RCP(PLUGGED) 12"RCP 24"RCP 15" RCP 48"RCP 18"RCP (PLUGGED) CAPPED 1 0 " ABANDONE D SANITAR Y SEWER ABAND O N E DSANITARYSEWERS 12" 12" 6" 48"RCP 48"RCP S 12"WL (SIZE PROVIDED BY CFPUA)12" WL (SIZE PROVIDED BY CFPUA) 8"WL (SIZE P R O V I D E D B Y C F P U A ) G G G G G S S 15" RCP 15" RCP 18" RCP 18" RCP 24" RCP30" RCP 30" RCP 30" RCP 48" RCP 18" RCP 18" RCP 18" RCP S ABANDONEDABANDONED 6" PVC SERVICE S S 42" RCP 8"SS 8"SS 4"SS PLUGGED W W W WWWW W W W W W S S S S S SS S S S S S S S S S 8" V.C.P. 8" V.C.P. 8" V.C.P. 8" V.C.P. 8" V.C.P.8" V.C.P. 8" V.C.P . 8" V.C.P. 8" V.C.P. 8" V.C.P . 8" V.C.P. 8" V.C.P. 8" V.C.P. 8" V.C.P. 8" V.C.P. S S 8" 8" 8" 8" 8" 6" 1 1/2" 1 1/2" 1 1/2" 2" 54" RCP 54" RCP 54" RCP 54" RCP 54" RCP 18" RCP 18" RCP 30" RCP 18" RCP 18" RCP 18" RCP 30" RCP 30" RCP 30" RCP 60" RCP 60" RCP 18" RCP 18" RCP 18" RCP 18" CMP 18" CMP 30" RCP 24" RCP 24" RCP 30" RCP 30" RCP 30" RCP 18" RCP 24" RCP 30" RCP 30" RCP 18" RCP 30" RCP 60" RCP54" CMP 12" RCP 48"RCP48"RCP 8" WATER 8" WATER 8" WATER S S 12" WATER12" WATER W8" WATER 8" WATER 8" WATER 8" WATER 8" WATER 12" WATER 8" WATER 8" WATER S S 8" 8" 8" 42" RCP 24" RCP24" RCP30" RCP 30" RCP 18" RCP 15" CMP 12" RCP 12" RCP S S S 18" RCP 18" RCP 18" RCP 18" RCP 12" WATER 8"SS 8"SS SANITARY SEWERMANHOLERIM 22.17 INV. OUT 16.77 SANITARY SEWERMANHOLEINV IN 16.13INV. OUT 16.13 SANITARY SEWERMANHOLERIM 23.92INV. IN 15.12 (WEST)INV. IN 13.48 (NORTH)INV. OUT 13.48 (SOUTH) 8" WATER S S TEEEETTT T TE E E E T TVTV E ET T C T T lp T S ABANDONEDCOMM LINE, VI F Airport Blvd. HANGAR 6 FBO HANGAR BU I L D I N G 1 0 HANGAR 4 HANGAR 5 HANGAR 2 HANGAR 1 MAIN BUILDING HEWLETT DRIVE HALL DRIVE TRASK DR I V E HANGAR 7 HANGAR 3 TRADEWIND S D R I V E AIRPORT BLVD ARFF ACCESS ROAD AIRPORT BOULE V A R D ( P R O P O S E D ) EMERGENCY AC C E S S R O A D AIRPORT PARKING LOT RENTAL C A R L O T NOVEMBER L O T ( L O T F ) AIRPORT B O U L E V A R D ( E X I S T I N G ) SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, 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 1 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 6 4 5 5 0 \ I L M B P 1 - C F - 1 3 5 . d w g Pl o t t e d b y : La b o , D a v e Pl o t t e d o n : 11 / 2 2 / 2 0 2 3 1 0 : 4 5 A M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 NOT RELEASED FOR CONSTRUCTION 100% DESIGN NORTH 11/22/2023 1 REVISED SINCE 60%11/22/2023 NOTES LEGEND FENCING PLAN CF-134 JJL JKG JKG KEY MAP 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022, SURVEY. b.NOVEMBER LOT IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. 2.ADDITIONAL SURVEY IN PROCESS. 3.REFER TO SHEETS CS-201 AND CS-202 FOR PARKING GEOMETRY LAYOUT INFORMATION. 4.CONTRACTOR SHALL VERIFY FENCE LAYOUT WITH OWNER. ANY REVISIONS DURING CONSTRUCTION REQUIRE REVIEW AND APPROVAL WHICH CAN TAKE A MINIMUM OF 60 WORKING DAYS. 1 LINE FENCING EXISTING FENCING MH MH SAN SAN SAN SAN SAN SAN SAN SAN SA N SA N SA N SAN SAN SAN S W W W W W W W W W GAS GAS GAS GAS GAS GASW W W W G A S G A S G A S G G 18 " R C P 30 " R C P W W W WW 8" W A T E R W SA N SAN SA N SA N SA N S E E E E E T T T T T T T T T T T T T T XX XX XX XX XX XX XX XX XX XX XX XX XX X X XX XX XX CONNECT TO EXISTING FENCE CONNECT TO EXISTING BUILDING CONNECT TO EXISTING FENCE CONNECT TO EXISTING FENCE CONNECT TO EXISTING FENCE N:190757.08 E:2330004.56 N:190687.64 E:2330344.29 INSTALL EXISTING SALVAGED 18' GATE SEE DETAIL 2, SHEET CF-140 INSTALL 449 LF OF 8' FENCE SEE DETAIL 1, SHEET CF-140 INSTALL 256 LF OF 8' FENCE SEE DETAIL 1, SHEET CF-140 INSTALL 109 LF OF 8' FENCE SEE DETAIL 1, SHEET CF-140 N:190666.46 E:2330141.79 N:190479.54 E:2330209.61 N:190731.78 E:2330148.02 N:190739.83 E:2330264.37 INSTALL 20' LIFT ARM GATES INSTALL 204 LF OF 4' HIGH WOOD POST FENCE WITH STEEL CABLE SEE DETAIL 2, SHEET CF-141 ARFF ACCESS ROAD N:190718.81 E:2330153.87 N:190751.95 E:2330033.67 N:190699.33 E:2330149.37 CONNECT TO EXISTING BUILDING CONNECT TO EXISTING FENCE CONNECT TO EXISTING FENCE INSTALL 4' PEDESTRIAN GATE SEE DETAIL 1, SHEET CF-141 N:190736.07 E:2329462.19 N:190684.91 E:2329556.63 N:190731.78 E:2330153.87 N:190487.68 E:2330216.42N:190478.11 E:2329964.13 N:190651.91 E:2330364.61 N:190552.10 E:2330255.73 N:190431.63 E:2329616.61 AIRPORT PARKING LOT RE N T A L C A R L O T W W W W 12 " R C P 15" R C P 12 " W 12" 6 " G A S G A S G A S G A S W W W WW W 18" RCP 30" R C P 12" WATER T 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 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 TV T T T T T T T T T T T T E E N:189337.48 E:2328631.02 CONNECT TO EXISTING FENCE CONNECT TO EXISTING FENCE INSTALL 472 LF OF 8' SIDA FENCE SEE DETAIL 1, SHEET CF-140 N:189477.66 E:2328785.84 N:189500.84 E:2328807.32 N:189501.07 E:2328803.26 N:189289.29 E:2328408.36 EMERGENCY ACCESS ROAD CONTRACTOR TO PROTECT EXISTING GATE MH MH 8"SS8"SS 8"SS 8"SS 8"SS 8"SS 8"SS 8"SS W SSSSSSSS SS S S S S S SS S S S S S S S S S S S S S S WWW W W 18"RCP (PLUGGED)12"RCP(PLUGGED) 12"RCP 24"RCP 15" RCP 48"RCP 18"RCP (PLUGGED) CAPPED 1 0 " ABANDONE D SANITAR Y SEWER ABAND O N E DSANITARYSEWERS 12" 12" 6" 48"RCP 48"RCP S 12"WL (SIZE PROVIDED BY CFPUA)12" WL (SIZE PROVIDED BY CFPUA) 8"WL (SIZE P R O V I D E D B Y C F P U A ) G G G G G S S 15" RCP 15" RCP 18" RCP 18" RCP 24" RCP30" RCP 30" RCP 30" RCP 48" RCP 18" RCP 18" RCP 18" RCP S ABANDONEDABANDONED 6" PVC SERVICE S S 42" RCP 8"SS 8"SS 4"SS PLUGGED W W W WWWW W W W W W S S S S S SS S S S S S S S S S 8" V.C.P. 8" V.C.P. 8" V.C.P. 8" V.C.P. 8" V.C.P.8" V.C.P. 8" V.C.P . 8" V.C.P. 8" V.C.P. 8" V.C.P . 8" V.C.P. 8" V.C.P. 8" V.C.P. 8" V.C.P. 8" V.C.P. S S 8" 8" 8" 8" 8" 6" 1 1/2" 1 1/2" 1 1/2" 2" 54" RCP 54" RCP 54" RCP 54" RCP 54" RCP 18" RCP 18" RCP 30" RCP 18" RCP 18" RCP 18" RCP 30" RCP 30" RCP 30" RCP 60" RCP 60" RCP 18" RCP 18" RCP 18" RCP 18" CMP 18" CMP 30" RCP 24" RCP 24" RCP 30" RCP 30" RCP 30" RCP 18" RCP 24" RCP 30" RCP 30" RCP 18" RCP 30" RCP 60" RCP54" CMP 12" RCP 48"RCP48"RCP 8" WATER 8" WATER 8" WATER S S 12" WATER12" WATER W8" WATER 8" WATER 8" WATER 8" WATER 8" WATER 12" WATER 8" WATER 8" WATER S S 8" 8" 8" 42" RCP 24" RCP24" RCP30" RCP 30" RCP 18" RCP 15" CMP 12" RCP 12" RCP S S S 18" RCP 18" RCP 18" RCP 18" RCP 12" WATER 8"SS 8"SS SANITARY SEWERMANHOLERIM 22.17 INV. OUT 16.77 SANITARY SEWERMANHOLEINV IN 16.13INV. OUT 16.13 SANITARY SEWERMANHOLERIM 23.92INV. IN 15.12 (WEST)INV. IN 13.48 (NORTH)INV. OUT 13.48 (SOUTH) 8" WATER S S TEEEETTT T TE E E E T TVTV E ET T C T T lp T S ABANDONEDCOMM LINE, VI F Airport Blvd. HANGAR 6 FBO HANGAR BU I L D I N G 1 0 HANGAR 4 HANGAR 5 HANGAR 2 HANGAR 1 MAIN BUILDING HEWLETT DRIVE HALL DRIVE TRASK DR I V E HANGAR 7 HANGAR 3 TRADEWIND S D R I V E AIRPORT BLVD ARFF ACCESS ROAD AIRPORT BOULE V A R D ( P R O P O S E D ) EMERGENCY AC C E S S R O A D AIRPORT PARKING LOT RENTAL C A R L O T NOVEMBER L O T ( L O T F ) AIRPORT B O U L E V A R D ( E X I S T I N G ) W W W W W W W W W W W W W 18" RCP 24" R C P 3 0 " R C P 30 " R C P W SAN SAN S N:190169.21 E:2329443.30CONNECT TO EXISTING FENCE CONNECT TO EXISTING FENCE N:190190.79 E:2329476.76 N:190208.51 E:2329518.07 N:190248.95 E:2329522.15 N:190179.15 E:2329464.81 INSTALL 349 LF OF 8' FENCE SEE DETAIL 1, SHEET CF-140 N:190319.63 E:2329600.28 N:190431.63 E:2329616.61 N:190168.85 E:2329438.82 RE N T A L C A R L O T NOTES 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022, SURVEY. b.NOVEMBER LOT IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. 2.ADDITIONAL SURVEY IN PROCESS. 3.REFER TO SHEETS CS-201 AND CS-202 FOR PARKING GEOMETRY LAYOUT INFORMATION. 4.CONTRACTOR SHALL VERIFY FENCE LAYOUT WITH OWNER. ANY REVISIONS DURING CONSTRUCTION REQUIRE REVIEW AND APPROVAL WHICH CAN TAKE A MINIMUM OF 60 WORKING DAYS. GATE LINE FENCING LEGEND JJL JKG JKG N O R T H NORTH KEY MAP SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, 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 1 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 6 4 5 5 0 \ I L M B P 1 - C F - 1 3 5 . d w g Pl o t t e d b y : La b o , D a v e Pl o t t e d o n : 11 / 2 2 / 2 0 2 3 1 0 : 4 1 A M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 NOT RELEASED FOR CONSTRUCTION 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 NORTH POST AND CABLE FENCINGXXXXXX CF-135 FENCING PLAN 1 FENCE-2 FENCE-1 FENCE-3 FENCE-1 FENCE-2 FENC E - 3 EXISTING FENCING SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 1 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 6 4 5 5 0 \ I L M B P 1 - C F - 1 4 0 . d w g Pl o t t e d b y : La b o , D a v e Pl o t t e d o n : 11 / 2 0 / 2 0 2 3 5 : 4 7 P M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 JKG ECS JKG FENCING PLAN DETAILS CF-140 10' MAXIMUM 1" LINE POST 3 WIRE BARBED WIRE CLIMB BARRIER. SEE DETAIL 6, THIS SHEET BRACE HORIZONTAL 10" DIA. CENTERS TIES @ 12" 3' - 0 " PULL POST DIA. 12" 3" CORNER, END OR TIES @ 24" CENTERS 10' M A X . TENSION WIRE TIES AT 24" CENTERS CONCRETE FOOTING- 1" CROWN ABOVE NATURAL GROUND AT ALL PLACES. CHAIN LINK FENCE GALVANIZED NO. 9 GAUGE, 2" MESH TWISTED AND BARBED TOP AND BOTTOM SELVAGE STRETCHER BAR 1/4"X3/4" 10' MAXIMUM 4' 3/8" DIA. MIN. TRUSS ROD & TURNBUCKLE TOP RAIL (BRACE) RESTRICTED AREA SIGNAGE. SEE DETAIL 3, THIS SHEET. 3 1/ 2 " FABRIC TO BE MOUNTED 45 4" 12" 4" 3 STRAND, 12 1/2 GAUGE ZINC COATED WIRE W/4 POINT BARBS. 1/2 " NON-SECURE SIDEAOA (SECURE) SIDE EXOTHERMIC WELD (TYP.) 5/8" x 8' GROUND ROD. 12" BOTTOM OF FENCE POST METAL TO METAL TO GROUND CONDUCTOR, CONNECT GROUND CONDUCTOR NO. 6 COPPER, BARE 4" NOTES: 1.SIGNS SHALL BE PLACED ON PERMANENT FENCE EVERY 500'. BOTTOM OF PANEL SHALL BE LOCATED 2/3 OF THE FENCE HEIGHT FROM THE ADJACENT GROUND. 2.INSTALL ONE (1) SIGN PER GATE ON ALL NEW GATES 3.SIGNS SHALL BE SECURED TO THE FENCE FABRIC AT FOUR POINTS. 4.SIGNS SHALL BE 0.063 GA A6061-T6 ALUMINUM WITH WHITE 3M DG3 REFLECTIVE SHEETING. 5.PLACEMENT OF ALL SIGNS SHALL MATCH EXISTING CONDITIONS AND BE FIELD VERIFIED BY THE CONSTRUCTION MANAGER. PRIOR TO SIGN INSTALLATION, MOUNTING LOCATION SHALL BE FLAGGED IN THE FIELD FOR APPROVAL BY THE CONSTRUCTION MANAGER. 6.SIGN PANEL AND CHARACTER DIMENSIONS AND COLORS SHALL MATCH EXISTING AIRPORT SIGNAGE. 7.PAYMENT FOR SIGNS SHALL BE INCLUSIVE OF THE LINE FENCING PAY ITEM. 30" 18" 2" REFLECTIVE WHITE LETTERS ON 21"x6.5" RED BACKGROUND NO TRESPASSING RESTRICTED AREA Wilmington International Airport LINE FENCING BARBED WIRE MOUNTING TYPICAL GROUNDING RESTRICTED AREA SIGN DETAIL 1" REFLECTIVE BLACK LETTERS ON WHITE BACKGROUND CORNER, END, OR PULL POST FOOTING (TYP) LINE POST FOOTING (TYP) LINE POST FOOTING SECURITY FENCE FABRIC NON-SECURE SIDE AOA (SECURE) SIDE WILDLIFE DETERRENT FENCE SKIRT SEE SPECIFICATION F-163 FENCE POST GRADE CONCRETE FOOTING 2' 4" M I N . OV E R L A P CHAIN LINK FENCE WITH WILDLIFE DETERRENT SKIRT 3' - 0 " 3" WILDLIFE DETERRENT FENCE SKIRT SEE SPECIFICATION F-163 AND DETAIL 5 THIS SHEET 8' X-XX VARIES 5.6" NOTES: 1.SIGN SHALL BE 0.063 GA A6061-T6 ALUMINUM WITH WHITE 3M 5100-10 REFLECTIVE SHEETING. 2.LETTERS SHALL BE 4" AERIAL, ELECTRONICALLY CUT BLACK 3M 7725-12 2 MIL CAST VINYL. 3.CONTRACTOR SHALL COORDINATE WITH THE CONSTRUCTION MANAGER FOR PLACEMENT OF THE SIGN ON EACH GATE. 4.INSTALL ONE (1) SIGN PER NEW SLIDE GATE. 5.GATE DESIGNATION SHALL BE COORDINATED WITH THE CONSTRUCTION MANAGER. GATE DESTINATION SIGN 0.375" BLACK BORDER THICKNESS 0.75" REFLECTIVE BLACK LETTERS ON WHITE BACKGROUND 8' 2' SLIDE GATE NOTES: 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 SLIDE GATE DETAIL 1 SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 1 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 6 4 5 5 0 \ I L M B P 1 - C F - 1 4 0 . d w g Pl o t t e d b y : La b o , D a v e Pl o t t e d o n : 11 / 2 0 / 2 0 2 3 5 : 4 6 P M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 JKG ECS JKG FENCING PLAN DETAILS 3 16" STAINLESS STEEL CABLE (GRADE 316L) 1X19 OR APPROVED EQUAL 6" DIA. AMERICAN TIMBER AND STEEL WOODEN FENCE POST OR APPROVED EQUAL 6" DIA. AMERICAN TIMBER AND STEEL WOODEN FENCE POST OR APPROVED EQUAL 3 16" STAINLESS STEEL CABLE (GRADE 316L) 1X19 OR APPROVED EQUAL 6" DIA. AMERICAN TIMBER AND STEEL WOODEN FENCE POST OR APPROVED EQUAL TYPICAL 4' PEDESTRIAN GATE 4. 0 ' 4. 0 ' GRADE 8'-0" MAX. SPACING POSTS SHALL BE EQUALLY SPACED 8'-0" MAX. SPACING POSTS SHALL BE EQUALLY SPACED 6" STAINLESS STEEL EYE3" SAG (MAX.) TYPICAL 4' HIGH POST AND CABLE FENCE 4'-0" GATE LATCH WITH PADLOCK. AMERICAN TIMBER AND STEEL GATE OR APPROVED EQUAL POST AND CABLE FENCE NOTES: CF-141 1 MH MH SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN 8"SS 8"SS 8"S S 8"S S 8"SS 8"S S 8"S S 8"SS W SS S SSS 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 W GAS GA S GA S GAS GAS GA S GAS GAS GAS GAS GAS GAS GAS GAS GAS 18"RCP (PLUGGED) 12"RCP(PLUGGED) 12 " R C P 24"RCP 15" R C P 48"R C P 18"RCP (PLUGGED) S 12 " W W 12 " 6" GAS GAS GAS GAS GAS GAS GAS GAS S W W G G G GAS GAS GAS GA S GAS GAS GA S GA S G G GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS S S 15" R C P 15 " R C P 18" R C P 18" RCP 24" R C P 30" R C P 30" R C P 30" R C P 48" R C P 18" R C P 18" RCP 18" R C P GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS W W W W W W W SA N SA N SA N SAN SAN S WWWWWWWWWWWWWWWW W W W SA N SA N SA N SA N SA N SA N SA N SAN SAN SAN SAN SAN SAN SAN W W W W W W W W W W W W W W W SAN SAN SAN SAN SAN SAN ABANDONED ABANDONED 6" PVC S E R V I C E S S 42" R C P 8"S S 8"SS 4"SS W W W W W W SA N SA N SA N SA N SA N SAN SAN SAN SAN SA N SA N SAN SAN SAN SAN SA N SA N SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SA N SAN SAN SAN SAN SAN SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N S S S S S S S S S S S S S S S S S S 8" V . C . P . 8" V . C . P . 8" V . C . P . 8" V . C . P . 8" V.C.P. 8" V.C.P. 8" V . C . P . 8" V . C . P . 8" V . C . P . 8" V . C . P . 8" V. C . P . 8" V . C . P . 8" V . C . P . 8" V . C . P . 8" V . C . P . 8" V . C . P . SAN SAN SAN SAN SA N SAN SAN SA N SAN SA N SA N SAN SA N SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SA N SAN SA N SAN SA N SA N SAN SA N SA N SAN SA N SAN S S 8" 8" 8" 8" 8" 6" 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 1 1 / 2 " 1 1 / 2 " 1 1/ 2 " 2" W W W W W W W W W W W W W W W W W W 54" R C P 54" R C P 54" RC P 54" R C P 54" RC P 18" R C P 18" R C P 30" R C P 18" R C P 18" R C P 18" R C P 30" R C P 30" R C P 30" R C P 60" R C P 60" R C P 18" RCP 18" RCP 18" RCP 18" RCP 18" RCP 18" RCP 18" RCP 18" RCP 18" RCP 18" R C P 18" CM P 18 " C M P 30" RCP 30" RCP 15" RC P 18" R C P 21 " H D P E 24" RCP 24" RCP 30" RCP 30" RCP 30" RCP 18" R C P 24" RCP 30 " R C P 30" R C P 24" R C P 36" RCP 18 " R C P 36" RCP 24" R C P 18 " R C P 48" R C P 24" R C P 30" R C P 48" R C P 18" RCP 30 " R C P 60" R C P 54 " C M P 48"RCP 48"RCP W W W W W W W W W W W W W W W W W W WW 8" WATER 8" WATER 8" W A T E R W SA N SAN SAN SAN SAN SAN S W W W W W W W W W W W W W W W W 8" W A T E R 8" WATER S S S 6" PV C 6" PVC 8" PVC 8" PVC 8" PVC SAN SAN SAN SAN SAN SAN SAN W W W W W W W SAN SAN SAN SA N SA N S S 12" W A T E R 12" W A T E R WW W W W W W W WW W W 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 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 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 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 T E R 8" W A T E R 8" W A T E R 8" WA T E R 12" W A T E R 8" WATER 8" W A T E R SA N SAN SAN SAN SA N SAN SAN SA N S A N SA N SA N SA N S A N SAN SAN SAN SAN S S S 8" 8" 8" SAN SAN SAN 42" R C P 24" RCP 24" RC P 30" RCP 30" R C P SA N S A N SAN SAN SAN SAN W W W W W W W W W W W W W W W W W W W W 18" RCP 15" CMP 12" R C P 12" R C P SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN W W W W W SA N SAN SAN SAN SA N SAN SAN SA N SAN SAN SAN SA N SAN SA N SAN S S W W W W W W W W W W W W W W W W W W W W W 18" RCP 18" R C P 18" R C P 12" WATER 12" WATER 12" WATER 12" W A T E R 8"SS 8"SS 8"S S 8"SS 10" S S 10" S S 8"S S 8"SS 8"SS 8"S S 8"SS SAN SAN SAN SAN SAN SAN W W WWW 8" WATER S S 28 28 27 26 26 25 25 29 25 26 27 28 24 21 22 23 24 25 27 30 292827 26 27 28 28 29 27 2524 2627 27 AIRPORT BLVDAIRPORT BLVD CG-122 TOP CG - 1 2 1 B O T T O M C G - 1 2 3 T O P CG-123 BOTTOM CG-121 T O P CG - 1 2 4 T O P C G - 1 2 4 B O T T O M C G - 1 2 5 T O P CG-12 5 B O T T O M CG- 1 2 6 T O P SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 1 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 6 4 5 5 0 \ I L M B P 1 - C G - 1 2 0 . d w g Pl o t t e d b y : Sa m B r o d e r Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 9 : 3 7 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 400200200 200 NOT RELEASED FOR CONSTRUCTION 100% DESIGN NORTH 1 ADDENDUM No.1 10/26/2023 11/22/2023 1 REVISED SINCE 60%11/22/2023 GRADING PLAN OVERALL CG-120 LEGEND NOTES 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022, SURVEY. b.NOVEMBER LOT IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. 2.ADDITIONAL SURVEY IN PROGRESS SCB JKG SCB EXISTING STORM INLET EXISTING STORM MANHOLE EXISTING MINOR CONTOUR (0.5 FT) EXISTING MAJOR CONTOR (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 SAN S A N SA N S A N S S S S S G A S G A S G A S G A S GA S GA S GA S G GAS GAS GAS GAS G A S GAS GAS GAS GAS GAS GAS GAS GAS GAS S A N S A N S A N S A N SAN SAN W W W W W W W W 8 " V . C . P . W W W W W W W W W W W W 30 " R C P W -1.8 6 % -1.35% -1.23% - 1 . 7 7 % -1.3 3 % -1.02% -1. 0 0 % -2. 0 0 % 27.0 28.0 29.0 30.0 31. 0 29.0 24. 025 . 0 26. 0 26.0 27.0 27.0 31.0 30.0 29.0 28.0 30.0 28.0 27.0 26.0 28.0 27.0 30.0 29.0 2 8 . 0 28.0 28 . 0 28.0 28 . 0 28 . 0 30 . 0 29.0 2 8 . 0 2 9 . 0 28.0 29 . 0 28.0 28 . 0 30.0 3 2 . 0 31.0 2 9 . 0 FBO MAI N B U I L D I N G HEW L E T T D R I V E TR A S K D R I V E 50 00 + 51 00 + 52 00 + 53 00+ 54 00+ 55 00+ 56 00+ 57 00+58 00+59 00+60 00+ 61 00+ 62 00+ 63 00+ 1 0 0 0 + 11 00 + 1200+1300+ 1400+ 1500+ 16 00+ 17 00+ 18 00+ 1 9 00 + 10 00 + 11 00 + 12 00 + 0 0 + 13 00+ 14 00+ 0 0 54 00 + 55 00 + ARFF A C C E S S R O A D AIRPORT BLVD 60 39+ 61 00+ 62 00+ 63 00+ 27 . 0 2 8 . 0 2 8 . 0 2 9 . 0 3 0 . 0 29.029.029.029.0 2 9 . 0 3 0 . 0 28.5 28.5 28 . 5 2 9 . 5 26.026.0 27.0 27.0 28.0 28.0 25.525.5 26.5 26.5 27.5 27.5 28 . 5 28.5 28.0 28. 0 2 6 . 0 2 7 . 0 2 6 . 5 2 7 . 5 26.0 26.0 27.0 28.0 26.5 27.5 27.0 28.027.5 22 . 0 22.0 23 . 0 23.021.0 22.0 23.0 24.0 25.0 23.0 23. 0 2 6 . 0 2 7 . 0 2 8 . 0 2 7 . 5 27.0 26.5 27.5 2 8 . 0 28. 0 29 . 0 28. 5 2 8 . 5 25.0 25.0 NOVEMBER LOT HEWL E T T D R I V E S A N S A N S A N S A N S A N SAN SAN SAN SAN SAN SAN SAN S S S W W W W W W W W G A S G A S G A S G A S G A S G A S G A S W W 27.0 28. 0 24.0 25.02 7 . 0 28. 0 23.0 24.025.026.0 22.023.024.025.026.027.0 26.026.0 6 2 0 0 + 6 3 0 0 + 64 00 + 65 00+ 66 00+ 67 00+68 00+69 00+AIRPORT BLVD H E W L E T T D R I V E 0 0 + 6 3 0 0 + 2 6 . 0 26 . 0 2 7 . 0 2 8 . 0 2 6 . 5 2 7 . 5 2 7 . 0 2 8 . 0 2 7 . 5 22.022 . 0 23.0 23 . 0 21 . 0 22 . 0 23 . 0 24 . 0 25 . 0 23 . 0 2 3 . 0 2 3 . 0 24 . 0 2 4 . 0 25 . 0 2 2 . 5 2 2 . 5 2 3 . 5 2 3 . 5 2 4 . 5 25 . 0 2 5 . 0 26. 0 2 5 . 5 26.5 2 6 . 0 2 7 . 0 2 8 . 0 2 9 . 0 2 6 . 5 2 7 . 5 2 8 . 5 2 9 . 5 2 4 . 0 25 . 0 26.0 2 6 . 026.0 27.0 28 . 0 2 9 . 0 23 . 5 24 . 5 25.5 26.5 27 . 5 2 8 . 5 22 . 0 2 2 . 0 23 . 0 24 . 0 22 . 5 22 . 5 2 3 . 5 24. 0 2 5 . 0 2 6 . 026.0 23. 0 25.0 22.023.024. 0 2 5 . 0 25 . 0 NOVEMBER LOT M A T C H L I N E S T A 6 2 + 5 0 . 0 0 SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, 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 1 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 6 4 5 5 0 \ I L M B P 1 - C G - 1 2 1 . d w g Pl o t t e d b y : Sa m B r o d e r Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 7 : 2 4 A M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 NOT RELEASED FOR CONSTRUCTION 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 NORTH 1 MA T C H L I N E S T A 6 2 + 5 0 . 0 0 MA T C H L I N E C L A I R P O R T B L V D S T A 7 0 + 1 0 . 2 1 = MA T C H L I N E C L A I R P O R T B L V D E X I T S T A 2 1 + 2 8 . 2 5 = GRADING PLAN AIRPORT BLVD (SHEET 1 OF 2) CG-121 LEGEND NOTES 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022, SURVEY. b.NOVEMBER LOT IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. 2.ADDITIONAL SURVEY IN PROGRESS 3.REFER TO SHEET CP-100 AND CP-101 FOR ROADWAY PLAN AND PROFILE. 4.REFER TO SHEET CS-200 FOR PARKING LOT GEOMETRY LAYOUT INFORMATION. SCB JKG SCB EXISTING STORM INLET EXISTING STORM MANHOLE EXISTING MINOR CONTOUR (0.5 FT) EXISTING MAJOR CONTOR (1 FT) EXISTING STORM PIPE PROPOSED STORM INLET PROPOSED STORM MANHOLE PROPOSED MINOR CONTOUR (0.5 FT) PROPOSED MAJOR CONTOR (1 FT) PROPOSED STORM PIPE 27.00 27.5 27.0 26.5 LIMITS OF DISTURBANCE N O R T H SA N SA N SA N SA N SA N SA N SAN SAN SAN S A N SAN SAN SAN 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 SA N SA N SA N SAN SANSS 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 S A N GAS GAS GAS GAS GAS GAS GAS GAS 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 GAS GAS GAS GAS GAS SA N SA N SA N SA N SA N S SA N 18" RCP SAN SAN SAN SANS S 2 5 . 0 20 . 0 21 . 0 22 . 0 23 . 0 25.0 26. 0 27 . 0 23 . 0 22 . 0 23 . 0 23.0 24.0 26 . 0 25 . 0 24 . 0 24.025.0 24 . 0 2 5 . 0 24 . 0 24 . 0 23 . 0 23.0 26 . 0 26 . 0 69 00 + 10 00+11 00+12 00+13 00+14 00+15 00+16 00+17 00+18 00+ 19 00+ 20 00+ 21 00 + 10 00 + 11 00 + AIRPORT BLVD AIRPORT BLVD 22. 0 22.5 24.0 23.0 22.023.0 24.0 25.0 26.0 21.0 22.0 23.0 25.0 26.0 23.0 23.0 24.0 24.0 25.0 25.0 24.0 25.0 17.0 18.0 19.0 20.0 21.0 22.0 2 3 . 0 23.0 24.0 24.0 23 . 0 22.5 23 . 5 23.5 23.0 23 . 5 24.0 23. 5 22.023.0 24.0 22.523.5 24.0 25.0 20.0 21.0 22.0 23.0 24.0 22.0 23.0 24.0 23.0 24.0 25.0 23.0 24.0 25.0 JRL KT JKG SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, 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 1 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 6 4 5 5 0 \ I L M B P 1 - C G - 1 2 1 . d w g Pl o t t e d b y : Sa m B r o d e r Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 7 : 2 6 A M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 NOT RELEASED FOR CONSTRUCTION 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 MA T C H L I N E C L A I R P O R T B L V D S T A 6 2 + 5 0 . 0 0 = MA T C H L I N E C L A I R P O R T B L V D E X I T S T A 2 1 + 2 8 . 2 5 NORTH 1 GRADING PLAN AIRPORT BLVD (SHEET 2 OF 2) CG-122 LEGEND NOTES 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022, SURVEY. b.NOVEMBER LOT IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. 2.ADDITIONAL SURVEY IN PROGRESS 3.REFER TO SHEET CP-102 FOR ROADWAY PLAN AND PROFILE. SCB JKG SCB EXISTING STORM INLET EXISTING STORM MANHOLE EXISTING MINOR CONTOUR (0.5 FT) EXISTING MAJOR CONTOR (1 FT) EXISTING STORM PIPE PROPOSED STORM INLET PROPOSED STORM MANHOLE PROPOSED MINOR CONTOUR (0.5 FT) PROPOSED MAJOR CONTOR (1 FT) PROPOSED STORM PIPE 27.00 27.5 27.0 26.5 LIMITS OF DISTURBANCE S A N S A N S A N S A N SAN SAN S S S S S S W W G A S G A S G A S G A S G A S G A S G A S WG G GAS GAS GAS GAS GAS GAS GA S GA S GA S GA S GA S GA S GAS S A N S A N S A N S A N S A N S A N SAN SAN W W W W W W W W 8 " V . C . P . W W W W W W W W W W W W 30 " R C P HE W L E T T D R I V E T R A S K D R I V E 10 00 + 11 00+ 12 00+ 13 00+ 14 00+ 15 00+ 16 00+17 00+18 00+ 19 00+ 50 00+ 51 00+ 52 00+53 00+ 54 00+ 55 00+ 56 00+ 57 00+ 58 00+ 59 00+ 60 00+ 00 50 00+ 51 00+ 52 00+ 5 3 0 0 + 5 4 0 0 + 5 5 0 0 + AIRPORT BLV D ARFF ACCESS ROAD MODERN AVIATION DRIVEW A Y MO D E R N A V I A T I O N A C C E S S R O A D NOVEMBER LOT HE W L E T T D R I V E -1 . 8 6 % -1.35% -1.2 3 % -1. 7 7 % -1 . 3 3 % -1.02 % -1.00% -2.00% - 0 . 6 4 % - 0 . 8 5 % 28.0 29.0 30.0 31.0 29.0 31.0 30.029.0 30.0 28.0 27.0 26.0 28.0 30.0 29.0 29.0 28 . 0 28.0 28 . 0 28.0 28 . 0 28 . 0 30 . 0 29.0 28.0 28. 0 29. 0 28.0 29 . 0 28.0 28.0 30.0 32. 031.0 29.0 2 7 . 0 2 8 . 0 2 8 . 0 2 9 . 0 3 0 . 0 29. 0 29. 0 29. 0 29.0 29 . 0 3 0 . 0 28. 5 28. 5 2 8 . 5 29.5 26. 0 26. 0 27. 0 27. 0 28. 0 28.0 25. 525. 5 26. 5 26. 5 27. 5 27. 5 28 . 5 28. 5 28. 0 28 . 0 2 6 . 0 2 7 . 0 2 6 . 5 2 7 . 5 28 . 0 2 8 . 0 28 . 0 2 9 . 0 28 . 5 2 8 . 5 3 0 . 0 MH MH SAN SAN SAN SAN SAN SAN SAN SAN SA N SA N SA N SA N SAN SAN SAN SAN SANS S W W W W W W W W W W W W GAS GAS GAS GAS GAS GASW W W W W WGA S G A S G A S G A S G A S G G W W W W W W W W W W W W W SA N SAN SA N SA N SAN S HANGAR 6 18 00 + 1 9 0 0 + 2 0 0 0 + 21 00 + 22 00+ 23 00+24 00+25 00+26 00+ 27 00+ 27 73+ 5 0 0 0 + 5 1 0 0 + 52 00 + 50 00 + ARFF ACCESS ROAD MO D E R N A V I A T I O N A C C E S S R O A D -0. 9 9 % - 1 . 0 0 % -1.00% -1.1 1 % -2.1 9 % -1. 5 3 % -0 . 9 8 % - 0 . 6 4 % -1. 0 0 % - 0 . 6 3 % -1 . 0 1 % - 0 . 9 3 % -1. 6 1 % - 1 . 1 1 % -0.6 5 % -1. 0 3 % -1. 6 2 % -0.9 6 % -1. 6 6 % -0.9 7 % -0.9 6 % -0 . 6 4 % -0 . 8 5 % 31. 0 30 . 0 29. 0 29 . 0 29.0 2 9 . 0 29.0 2 8 . 0 28.0 30.0 3 2 . 0 29.0 28.0 28 . 0 28 . 0 28 . 0 2 8 . 0 28 . 0 29 . 0 29 . 0 27 . 0 27 . 0 2 8 . 0 28 . 0 28 . 0 28 . 0 28.0 28. 0 28.0 28 . 0 2 8 . 0 28 . 0 28.0 26 . 5 26 . 5 27 . 5 27 . 5 28.5 28 . 5 28.5 2 8 . 5 29. 0 3 0 . 0 30 . 0 31.0 31.0 3 1 . 0 31.0 3 2 . 0 32.0 3 3 . 0 33.0 3 4 . 0 34 . 0 34. 0 34 . 0 35 . 0 35 . 0 3 5 . 0 3 5 . 0 28.5 28 . 5 2 9 . 5 30.5 30.5 3 0 . 5 30.5 31.531.5 3 1 . 5 31.5 3 2 . 5 32.5 3 3 . 5 3 3 . 5 3 3 . 5 33. 5 34.5 34. 5 MA T C H L I N E S T A 1 9 + 0 0 . 0 0 SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, 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 1 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 6 4 5 5 0 \ I L M B P 1 - C G - 1 2 3 . d w g Pl o t t e d b y : Sa m B r o d e r Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 8 : 5 6 A M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 NOT RELEASED FOR CONSTRUCTION 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 NOR T H 1 MAT C H L I N E S T A 1 9 + 0 0 . 0 0 CG-123 LEGEND NOTES 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022, SURVEY. b.NOVEMBER LOT IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. 2.ADDITIONAL SURVEY IN PROGRESS 3.REFER TO SHEET CP-110 AND CP-111 FOR ROADWAY PLAN AND PROFILE. 4.REFER TO SHEET CS-200 AND CS-201 FOR PARKING LOT GEOMETRY LAYOUT INFORMATION. SCB JKG SCB EXISTING STORM INLET EXISTING STORM MANHOLE EXISTING MINOR CONTOUR (0.5 FT) EXISTING MAJOR CONTOR (1 FT) EXISTING STORM PIPE PROPOSED STORM INLET PROPOSED STORM MANHOLE PROPOSED MINOR CONTOUR (0.5 FT) PROPOSED MAJOR CONTOR (1 FT) PROPOSED STORM PIPE 27.00 27.5 27.0 26.5 LIMITS OF DISTURBANCE GRADING PLAN ARFF ACCESS ROAD NORTH MH SAN SAN 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 S S S W W W W W W W W W W W W W W W W W G A S W W W W W W GA S GA S GA S GA S GA S G S S A N S A N S A N W W W W W SA N S A N S A N W W W W W FB O H A N G A R 2 MA I N B U I L D I N G H A N G A R 7 17 00 + 18 00 + 19 00 + 20 00 + 21 00 + 10 00+11 00+ 12 00 + MODERN AVIATION ACCESS ROAD AR F F A C C E S S R O A D 50 00 + 51 00 + 52 00 + 53 -0.64% -0.85% 31 . 0 30 . 0 29 . 0 29 . 0 29 . 0 2 9 . 0 28 . 0 2 8 . 0 30 . 0 32. 0 2 9 . 0 29.0 2 9 . 0 28 . 5 2 8 . 0 2 8 . 0 27 . 5 27 . 5 28. 5 2 9 . 0 3 0 . 0 31.0 2 9 . 5 30. 5 28.0 28.0 29.0 29.0 28.5 2 8 . 5 S G A S G A S G A S G A S G A S G A S G GAS GAS GAS GAS GAS S S A N S A N S A N S A N S A N SA N SA N S A N W W W W SAN SAN SANS A N S A N S A N S A N S S S 8 " V . C . P . 8 " V . C . P . SAN SAN SAN SAN SAN SAN SAN S 8" 8" W W W W W W W W W W W 1 1 / 2 " 2" W W W W W W W W W W W W W WSAN W W W W FBO HANGAR 1 MAIN BUILDING HEW L E T T D R I V E T R A S K D R I V E 1 0 0 0 + 11 00+ 12 00+ 13 00+ 14 00+ 15 00+16 00+17 00+18 00+ 10 00+ 11 00+ 1 2 0 0 + 13 00+14 00+ MODERN AVIATION DRIVEWAY ARFF ACCESS ROAD 52 00+ 53 00+54 00+ 55 00+ 56 00+ -1. 8 6 % -1.35% -1.23 % -1. 7 7 % -1. 3 3 % -1.02 % -1.00% -2.00% 30.0 31.0 29.0 30.029.0 30.0 30.0 29.0 28.0 28 . 0 28.0 28 . 0 28.0 28 . 0 28 . 0 30 . 0 29.0 29. 0 28.0 29 . 0 28.0 28.0 30.0 32 . 0 31.0 28.5 28. 5 29. 0 29.0 29. 0 29.0 2 9 . 0 3 0 . 0 28. 5 28.5 2 8 . 5 29. 5 26.0 26.0 27.0 27.0 28.0 28.0 25. 525.5 26.5 26. 5 27.5 27. 5 28 . 5 28.5 2 8 . 0 28 . 0 29 . 0 29 . 0 28 . 5 28.5 SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, 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 1 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 6 4 5 5 0 \ I L M B P 1 - C G - 1 2 4 . d w g Pl o t t e d b y : Sa m B r o d e r Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 9 : 3 2 A M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 NOT RELEASED FOR CONSTRUCTION 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 N O R T H 1 NOR T H CG-124 LEGEND NOTES 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022, SURVEY. b.NOVEMBER LOT IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. 2.ADDITIONAL SURVEY IN PROGRESS 3.REFER TO SHEET CP-120 AND CP-121 FOR ROADWAY PLAN AND PROFILE. 4.REFER TO SHEET CS-200 FOR PARKING LOT GEOMETRY LAYOUT INFORMATION. SCB JKG SCB EXISTING STORM INLET EXISTING STORM MANHOLE EXISTING MINOR CONTOUR (0.5 FT) EXISTING MAJOR CONTOR (1 FT) EXISTING STORM PIPE PROPOSED STORM INLET PROPOSED STORM MANHOLE PROPOSED MINOR CONTOUR (0.5 FT) PROPOSED MAJOR CONTOR (1 FT) PROPOSED STORM PIPE 27.00 27.5 27.0 26.5 LIMITS OF DISTURBANCE GRADING PLAN MODERN AVIATION DRIVEWAY AND ACCESS ROAD SAN SAN SAN SAN SAN SAN SAN SAN SAN S A N S S S W W W W W W W W W W W W W W W W W W W W W GAS GAS 4 8 " R C P 4 8 " R C P W W GAS SAN SAN SAN SAN S 12"W L ( S I Z E P R O V I D E D B Y C F P U A ) 8"WL (SIZE PROVIDED BY CFPUA) GAS GAS GAS GAS S A N S A N S A N W W W W W W W W W W W SA N SA N S A N S A N S S A N S A N S A N S A N S A N W W W W W 18" R C P 1 0 0 0 + 1 1 0 0 + 12 00 + 13 00+ 14 00+ 15 00+ 16 00+ 17 00+ 18 00+ 19 00+ 20 00+ 21 00+ 22 + 10 00+ 11 00+ 12 23.0 22.0 21.0 22.0 23.0 24.0 25.0 1 9 . 0 2 0 . 0 2 1 . 0 2 2 . 0 2 3 . 0 21.0 2 4 . 0 2 3 . 0 2 2 . 0 2 2 . 0 W W 48 " R C P SA N S W 48"R C P 48"R C P SA N SA N SA N SA N W W W W 1 8 " R C P 20 00+ 21 00+ 22 00+ 23 00+ 24 00+ 25 00+ 26 00+ 27 00+ 28 00+ 29 00+ 30 00+23.0 23.0 22.0 23. 0 24.0 23.0 23.0 24.0 25.0 26.0 25.024.0 SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, 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 1 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 6 4 5 5 0 \ I L M B P 1 - C G - 1 2 5 . d w g Pl o t t e d b y : Sa m B r o d e r Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 1 0 : 0 5 A M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 NOT RELEASED FOR CONSTRUCTION 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 M A T C H L I N E S T A 2 0 + 0 0 . 0 0 NOR T H 1 MA T C H L I N E S T A 3 0 + 0 0 . 0 0 MA T C H L I N E S T A 2 0 + 0 0 . 0 0 THE SURVEY FROM JULY 15, 2022 DID NOT COVER MOST OF THE EMERGENCY ACCESS ROAD. THE GRADING SHOWN ON THIS SHEET WILL BE UPDATED BASED ON ADDITIONAL SURVEY. NORTH CG-125 LEGEND NOTES 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022, SURVEY. b.NOVEMBER LOT IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. 2.ADDITIONAL SURVEY IN PROGRESS 3.REFER TO SHEET CP-130 AND CP-131 FOR ROADWAY PLAN AND PROFILE. SCB JKG SCB EXISTING STORM INLET EXISTING STORM MANHOLE EXISTING MINOR CONTOUR (0.5 FT) EXISTING MAJOR CONTOR (1 FT) EXISTING STORM PIPE PROPOSED STORM INLET PROPOSED STORM MANHOLE PROPOSED MINOR CONTOUR (0.5 FT) PROPOSED MAJOR CONTOR (1 FT) PROPOSED STORM PIPE 27.00 27.5 27.0 26.5 LIMITS OF DISTURBANCE GRADING PLAN EMERGENCY ACCESS ROAD (SHEET 1 OF 2) S A N S A N S W W W W W W W W W W W12 " R C P 12 " W 12" 6 " G A S G A S G A S G A S G A S G A S G A S W W W WW W 18 " R C P 18" RCP W W W 18 " R C P 2 8 0 0 + 2 9 0 0 + 3 0 0 0 + 31 00 + 32 00+ 33 00+34 00+ 35 00+36 00+ 2 4 . 0 25.0 2 5 . 0 2 5 . 0 2 4 . 0 MAT C H L I N E S T A 3 0 + 0 0 . 0 0 SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, 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 1 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 6 4 5 5 0 \ I L M B P 1 - C G - 1 2 5 . d w g Pl o t t e d b y : Sa m B r o d e r Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 1 0 : 1 1 A M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 NOT RELEASED FOR CONSTRUCTION 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 N O R T H 1 CG-126 LEGEND NOTES 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022, SURVEY. b.NOVEMBER LOT IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. 2.ADDITIONAL SURVEY IN PROGRESS 3.REFER TO SHEET CP-132 FOR ROADWAY PLAN AND PROFILE. SCB JKG SCB EXISTING STORM INLET EXISTING STORM MANHOLE EXISTING MINOR CONTOUR (0.5 FT) EXISTING MAJOR CONTOR (1 FT) EXISTING STORM PIPE PROPOSED STORM INLET PROPOSED STORM MANHOLE PROPOSED MINOR CONTOUR (0.5 FT) PROPOSED MAJOR CONTOR (1 FT) PROPOSED STORM PIPE 27.00 27.5 27.0 26.5 LIMITS OF DISTURBANCE GRADING PLAN EMERGENCY ACCESS ROAD (SHEET 2 OF 2) THE SURVEY FROM JULY 15, 2022 DID NOT COVER MOST OF THE EMERGENCY ACCESS ROAD. THE GRADING SHOWN ON THIS SHEET WILL BE UPDATED BASED ON ADDITIONAL SURVEY. MH MH SAN SA N SA N W S A N SAN SA N SA N SAN SAN SAN SAN SAN S A N 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 A N S W G GAS GAS G A S GAS GAS W W W S SA N W W W WWWW S A N SA N SA N SAN SAN S A N S S S S S S S S S S S S S S S S S A N SAN SAN SA N SA N S S 8" 8" W W S S S S S S SA N S A N S S SA N SA N SA N S S S W W W W W SAN SAN S S MOD 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 I A T I O N D R I V E W A Y AIR P O R T B L V D LEASE AREA OTHERS AIRP O R T B L V D ARF F A C C E S S R O A D ARFF ACCESS ROAD EME R G E N C Y A C C E S S R O A D AIRPORT BLVD Airport Blvd. HANGAR 6 FBO HAN G A R B U I L D I N G 1 0 HANGAR 4 HANGAR 5 HANGAR 2 HANGA R 1 MAI N B U I L D I N G HEWLETT D R I V E HAL L D R I V E TR A S K D R I V E HANGAR 7 HANGAR 3 TR A D E W I N D S D R I V E 28 28 27 26 26 25 25 29 25 26 27 28 24 21 22 23 24 25 27 30292827262728 28 29 27 2524 2627 27 T E E E EE E TT TT T EE E T T E ET T M 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 TTTTTTTTT T T T T T T T T TV TV E E T T C T T lp T EE E EE E E E T 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 S AB A N D O N E D CO M M L I N E , V I F ABA N D O N E D COM M L I N E , V I F A A A A A A A A A A A A A A SHEET 1 OF 5 SHEET 2 OF 5 SHEET 3 OF 5 SHEET 4 OF 5SHEET 5 OF 5 ILM OUTFALL 002 ILM OUTFALL 004 ILM OUTFALL 001 ILM OUTFALL 003 Airport Blvd. Airport Blvd. Hewlett Drive Tr a s k D r i v e Al l e g h e n y D r i v e AIRPORT B O U L E V A R D AIR P O R T B O U L E V A R D TR A D E W I N D S D R . DOL A N D R . SHEET 1 OF 5 SHEET 2 OF 5 SHEET 3 OF 5 SHEET 4 OF 5SHEET 5 OF 5 EM E R G E N C Y A C C E S S R D SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 1 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 6 4 5 5 0 \ I L M B P 1 - D R . d w g Pl o t t e d b y : Sa n d b e r g , E t h a n Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 5 : 3 4 P M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 OVERALL DRAINAGE PLAN CG-140 NORTH ZHA JKG DMS LEGEND SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22")200 200 0 200 400 ASPHALT PAVEMENT (A/CP3-02) ASPHALT PAVEMENT (B/CP3-02) NOTES 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022, SURVEY. b.NOVEMBER LOT IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. 2.ADDITIONAL SURVEY IN PROCESS. 3.REFER TO SHEETS CS-101 - CS-102 FOR GEOMETRY LAYOUT INFORMATION. 4.REFER TO CD-100 - CD-105 FOR UTILITY ABANDONMENT/REMOVAL REQUIREMENTS. 5.SHEETS CG-140 - CG-145 TO BE PRINTED IN COLOR. 6.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. PROPOSED DROP INLET/ CATCH BASIN PROPOSED STORM DRAINAGE LINE EXISTING STORM DRAINAGE LINE PROPOSED MANHOLE CURB LINE CURB LINE CURB LINE CURB LINE CURB LINE CURB LINE CURB LINE TEEEEE E TTTT TEE E T T E TVTV E ET T C T T lp S MH MH W SSSSSSSS SS S S S S S SS S S S S S S S S S S S S S S S W W W S 12" 12" 6" S G G G G G S S SS S W W W WWWW W W W W W KEY MAP 01 02 03 0405 DRAINAGE FLOW ARROW 1 SAN SAN SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SAN SAN SAN SA N SA N 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 GAS GAS SA N SA N SAN SAN S SA N SA N SA N SA N SA N SA N SA N S S SAN SAN SAN SAN S AIR P O R T B L V D AIRPORT BLVD Airport Blvd. 25 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 AB A N D O N E D CO M M L I N E , V I F 38' LF 15" CL III RCP @ 0.50%93' LF 15" CL III RCP @ 0.51% 109' LF 15" CL III RCP @ 0.52% 52' LF 15" CL III RCP @ 1.11% 102 ' L F 1 8 " C L I I I R C P @ 1 . 1 0 % 70' LF 18" CL III RCP @ 1.10% 98' LF 15" CL III RCP @ 0.49% 16 2 ' L F 1 5 " C L I I I R C P @ 0 . 4 9 % 45' LF 15" CL III RCP @ 0.52% Airport Blvd. Airport Blvd. Hewlett Drive A l l e g h e n y D r i v e SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 1 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 6 4 5 5 0 \ I L M B P 1 - D R . d w g Pl o t t e d b y : Sa n d b e r g , E t h a n Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 5 : 3 4 P M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 PROPOSED DRAINAGE PLAN (SHEET 1 OF 5) CG-141 NORTH ZHA JKG DMS LEGEND SCALE (IN FEET) 501 INCH = FEET (WHEN PRINTED 34"x22") 50 0 50 100 ASPHALT PAVEMENT (A/CP3-02) ASPHALT PAVEMENT (B/CP3-02) NOTES PROPOSED DROP INLET/ CATCH BASIN PROPOSED STORM DRAINAGE LINE EXISTING STORM DRAINAGE LINE PROPOSED MANHOLE CURB LINE CURB LINECURB LINE CURB LINECURB LINE CURB LINE CURB LINE TEEEEE E TTTT TEE E T TE TVTV E ET T C T T lp S MH MH W SSSSSSSS SS S S S S S SS S S S S S S S S S S S S S S S W W W S 12" 12" 6" S G G G G G S S SS S W W W WWWW W W W W W KEY MAP 01 SYSTEM #8 PROFILE SHEET CG-149 SYSTEM #7 PROFILE SHEET CG-149 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022, SURVEY. b.NOVEMBER LOT IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. 2.ADDITIONAL SURVEY IN PROCESS. 3.REFER TO SHEETS CS-101 - CS-102 FOR GEOMETRY LAYOUT INFORMATION. 4.REFER TO CD-100 - CD-105 FOR UTILITY ABANDONMENT/REMOVAL REQUIREMENTS. 5.SHEETS CG-140 - CG-145 TO BE PRINTED IN COLOR. 6.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. MATCHLINE SEE CG145 MA T C H L I N E S E E C G 1 4 4 MA T C H L I N E S E E C G 1 4 2 N INV IN (60) = 12.67 E INV IN (48) = 12.67 S INV OUT (72) = 12.66 1 1 SAN SAN SAN SA N SA N SA N SA N SA N W W W GAS GA S G A S G A S GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS SA N SA N SA N SA N S A N SA N SA N SA N SAN SAN SAN SAN SAN SA N SA N S A N S A N S A N S SSAN M O D E R N A V I A T I O N D R I V E W A Y AIR P O R T B L V D AR F F A C C E S S R O A D HA N G A R B U I L D I N G 1 0 HAN G A R 1 HEWLET T D R I V E TR A S K D R I V E 28 28 27 26 26 29 26 27 28 27 30 29 28 27 26 27 28 28 29 2 7 2524 27 T C T S A A A A A A A A A A A A 84' LF 42" CL III RCP @ 0.19% 94' LF 15" CL III RCP @ 0.49% 150' LF 15" CL III RCP @ 0.50% 166' LF 15" CL III RCP @ 0.52% 44' LF 15" CL III RCP @ 0.45% 36' LF 15" CL III RCP @ 0.50% 45' LF 18" CL III RCP @ 0.49% 20 6 ' L F 1 5 " C L I I I R C P @ 0 . 4 0 % 14 9 ' L F 3 0 " C L I I I R C P @ 0 . 3 7 % 33' LF 18" CL III RCP @ 0.51% 26' LF 18" CL III RCP @ 0.49% 26' LF 15" CL III RCP @ 0.53% 75' LF 15" CL III RCP @ 1.02% 26' LF 15" CL III RCP @ 1.02%13' LF 15" CL III RCP @ 1.03% 17' LF 18" CL III RCP @ 1.00% 31' LF 15" CL III RCP @ 0.52% 25' LF 42" CL III RCP @ 0.20%12' LF 15" CL III RCP @ 1.29% 22' LF 15" CL III RCP @ 0.50% 168' LF 42" CL III RCP @ 0.20% 51' LF 15" CL III RCP @ 0.99% 19' LF 15" CL III RCP @ 0.79% 211' L F 1 5 " C L I I I R C P @ 0 . 5 0 % Tr a s k D r i v e AIRPOR T B O U L E V A R D DO L A N D R . SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 1 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 6 4 5 5 0 \ I L M B P 1 - D R . d w g Pl o t t e d b y : Sa n d b e r g , E t h a n Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 5 : 3 5 P M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 PROPOSED DRAINAGE PLAN (SHEET 2 OF 5) CG-142 NORTH ZHA JKG DMS LEGEND SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 ASPHALT PAVEMENT (A/CP3-02) ASPHALT PAVEMENT (B/CP3-02) NOTES PROPOSED DROP INLET/ CATCH BASIN PROPOSED STORM DRAINAGE LINE EXISTING STORM DRAINAGE LINE PROPOSED MANHOLE CURB LINE CURB LINE CURB LINE CURB LINECURB LINE CURB LINE CURB LINE TEEEEE E TTTT TEE E T T E TVTV E ET T C T T lp S MH MH W SSSSSSSS SS S S S S S SS S S S S S S S S S S S S S S S W W W S 12" 12" 6" S G G G G G S S SS S W W W WWWW W W W W W KEY MAP 02 SYSTEM #6 PROFILE SHEET CG-148 SYSTEM #5 PROFILE SHEET CG-148 SYSTEM #4 PROFILE SHEET CG-147 SYSTEM #3 PROFILE SHEET CG-147 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022, SURVEY. b.NOVEMBER LOT IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. 2.ADDITIONAL SURVEY IN PROCESS. 3.REFER TO SHEETS CS-101 - CS-102 FOR GEOMETRY LAYOUT INFORMATION. 4.REFER TO CD-100 - CD-105 FOR UTILITY ABANDONMENT/REMOVAL REQUIREMENTS. 5.SHEETS CG-140 - CG-145 TO BE PRINTED IN COLOR. 6.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. MA T C H L I N E S E E C G 1 4 1 MA T C H L I N E S E E C G 1 4 3 SYSTEM #10 PROFILE SHEET CG-150 SYSTEM #11 PROFILE SHEET CG-150 1 1 MH MH SA N SA N SA N SA N SA N W SAN SAN SAN W W W W W W W W W W W W W W W W W W W G A S G A S G A S G SAN SAN S W W W W W W W W W W W W W W W W WSA N SAN SA N SA N SA N S S A N SAN SAN MO D E R N A V I A T I O N A C C E S S R O A D ARFF ACCESS ROAD HANGAR 6 HANGAR 5 HANGAR 2 MA I N B U I L D I N G HANGAR 7 HANGAR 3 E E E E E T T T T T T T T T T T T T T 87' LF 18" CL III RCP @ 1.35% 36' LF 15" CL III RCP @ 1.05% 45' LF 15" CL III RCP @ 1.01% 26' LF 18" CL III RCP @ 1.36% 36' LF 18" CL III RCP @ 1.34% 11' LF 18" CL III RCP @ 1.38% 27' LF 18" CL III RCP @ 1.34% 31' LF 18" CL III RCP @ 1.34% 27' LF 15" CL III RCP @ 1.02% 108' LF 24" CL III RCP @ 0.43% 103' LF 15" CL III RCP @ 0.46% 99' LF 18" CL III RCP @ 0.45% 129' LF 15" CL III RCP @ 0.39% 8 0 ' L F 2 4 " C L I I I R C P @ 0 . 4 2 % 202' LF 24" CL III RCP @ 0.43% 101' LF 15" CL III RCP @ 0.46% SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 1 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 6 4 5 5 0 \ I L M B P 1 - D R . d w g Pl o t t e d b y : Sa n d b e r g , E t h a n Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 5 : 3 6 P M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 PROPOSED DRAINAGE PLAN (SHEET 3 OF 5) CG-143 NORTH ZHA JKG DMS LEGEND SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 ASPHALT PAVEMENT (A/CP3-02) ASPHALT PAVEMENT (B/CP3-02) NOTES PROPOSED DROP INLET/ CATCH BASIN PROPOSED STORM DRAINAGE LINE EXISTING STORM DRAINAGE LINE PROPOSED MANHOLE CURB LINE CURB LINE CURB LINE CURB LINECURB LINE CURB LINE CURB LINE TEEEEE E TTTT TEE E T T E TVTV E ET T C T T lp S MH MH W SSSSSSSS SS 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 S 12" 12" 6" S G G G G G S S SS S W W W WWWW W W W W W KEY MAP 03 SYSTEM #2 PROFILE SHEET CG-146 SYSTEM #3 PROFILE SHEET CG-147 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022, SURVEY. b.NOVEMBER LOT IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. 2.ADDITIONAL SURVEY IN PROCESS. 3.REFER TO SHEETS CS-101 - CS-102 FOR GEOMETRY LAYOUT INFORMATION. 4.REFER TO CD-100 - CD-105 FOR UTILITY ABANDONMENT/REMOVAL REQUIREMENTS. 5.SHEETS CG-140 - CG-145 TO BE PRINTED IN COLOR. 6.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. MA T C H L I N E S E E C G 1 4 2 MA T C H L I N E S E E C G 1 4 4 SYSTEM #9 PROFILE SHEET CG-150 ADJUST EXIST. INLET 1 1 SA N SA N SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN S A N S A N S A N S A N 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 WW WW SAN SAN SAN SAN SAN SANS TR A D E W I N D S D R I V E 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 T T T T T T T T T 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 E E E E E E E E E E E E E E E E E 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 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 E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E EE E E E E 234' LF 24" CL III RCP @ 1.02% 15' LF 24" CL III RCP @ 1.03% AIR P O R T B O U L E V A R D T R A D E W I N D S D R . SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 1 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 6 4 5 5 0 \ I L M B P 1 - D R . d w g Pl o t t e d b y : Sa n d b e r g , E t h a n Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 5 : 3 6 P M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 PROPOSED DRAINAGE PLAN (SHEET 4 OF 5) CG-144 NORTH ZHA JKG DMS LEGEND SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 ASPHALT PAVEMENT (A/CP3-02) ASPHALT PAVEMENT (B/CP3-02) NOTES PROPOSED DROP INLET/ CATCH BASIN PROPOSED STORM DRAINAGE LINE EXISTING STORM DRAINAGE LINE PROPOSED MANHOLE CURB LINE CURB LINE CURB LINE CURB LINECURB LINE CURB LINE CURB LINE TEEEEE E TTTT TEE E T TE TVTV E ET T C T T lp S MH MH W SSSSSSSS SS S S S S S SS S S S S S S S S S S S S S S S W W W S 12" 12" 6" S G G G G G S S SS S W W W WWWW W W W W W KEY MAP 04 SYSTEM #1 PROFILE SHEET CG-146 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022, SURVEY. b.NOVEMBER LOT IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. 2.ADDITIONAL SURVEY IN PROCESS. 3.REFER TO SHEETS CS-101 - CS-102 FOR GEOMETRY LAYOUT INFORMATION. 4.REFER TO CD-100 - CD-105 FOR UTILITY ABANDONMENT/REMOVAL REQUIREMENTS. 5.SHEETS CG-140 - CG-145 TO BE PRINTED IN COLOR. 6.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. MA T C H L I N E S E E C G 1 4 1 PLUG EXIST. 24" RCP 1 1 SAN SAN SAN S A N S A N S A N S A N S A N SAN SAN SAN SAN SAN SAN SAN SA N SA N 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 GAS GAS GAS S A N S A N S A N S A N S GAS GAS GAS GAS GAS GAS W W W W W S S SAN SAN SAN SAN SAN SA N SA N S S SA N SA N SA N SA N SA N SA N S W W W W W W W W E E E 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 T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T TEEEEEEEEEEEEEEEEEEEEEEEEEEE T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T Airport Blvd. EM E R G E N C Y A C C E S S R D SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 1 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 6 4 5 5 0 \ I L M B P 1 - D R . d w g Pl o t t e d b y : Sa n d b e r g , E t h a n Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 5 : 3 6 P M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 PROPOSED DRAINAGE PLAN (SHEET 5 OF 5) CG-145 NORTH ZHA JKG DMS LEGEND SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 ASPHALT PAVEMENT (A/CP3-02) ASPHALT PAVEMENT (B/CP3-02) NOTES PROPOSED DROP INLET/ CATCH BASIN PROPOSED STORM DRAINAGE LINE EXISTING STORM DRAINAGE LINE PROPOSED MANHOLE CURB LINE CURB LINE CURB LINE CURB LINECURB LINE CURB LINE CURB LINE TEEEEE E TTTT TEE E T TE TVTV E ET T C T T lp S MH MH W SSSSSSSS SS S S S S S SS S S S S S S S S S S S S S S S W W W S 12" 12" 6" S G G G G G S S SS S W W W WWWW W W W W W KEY MAP 05 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022, SURVEY. b.NOVEMBER LOT IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. 2.ADDITIONAL SURVEY IN PROCESS. 3.REFER TO SHEETS CS-101 - CS-102 FOR GEOMETRY LAYOUT INFORMATION. 4.REFER TO CD-100 - CD-105 FOR UTILITY ABANDONMENT/REMOVAL REQUIREMENTS. 5.SHEETS CG-140 - CG-145 TO BE PRINTED IN COLOR. 6.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. MATCHLINE SEE CG141 1 STRUCTURES S-02-01 TO S-02-03 SYSTEM #2 EXISTING GRADE PROPOSED GRADE EXISTING GRADE STRUCTURES S-01-07 TO S-03-20 TIE INTO EXISTING 30" RCP STORM SEWER WITH PROPOSED MANHOLE PROPOSED GRADE S-01-07 RIM ELEV. = 30.51 NE INV. IN (18") = 21.55 SE INV. IN (24") = 20.55 NW INV. OUT (30")= 20.55 S-03-14 RIM ELEV. = 28.68 NE INV. IN (15") = 21.64 SE INV. IN (24") = 20.89 NW INV. OUT (24")= 20.89 S-03-15 RIM ELEV. = 31.03 SE INV. IN (24") = 21.76 NW INV. OUT (24")= 21.76 S-03-16 RIM ELEV. = 30.38 E INV. IN (24") = 22.26 NW INV. OUT (24")= 22.26 S-03-17 RIM ELEV. = 28.43 E INV. IN (18") = 22.86 W INV. OUT (24")= 22.72 S-03-18 RIM ELEV. = 28.42 E INV. IN (15") = 23.31 W INV. OUT (18")= 23.31 S-03-18A RIM ELEV. = 28.04 E INV. IN (15") = 23.78 W INV. OUT (15")= 23.78 S-03-19 RIM ELEV. = 27.65 E INV. IN (15") = 24.25 W INV. OUT (15")= 24.25 S-03-20 RIM ELEV. = 27.19 W INV. OUT (15")= 24.75 80 LF 24" CL III RCP @ 0.42% 202 LF 24" CL III RCP @ 0.43% 116 LF 24" CL III RCP @ 0.43% 108 LF 24" CL III RCP @ 0.43% 99 LF 18" CL III RCP @ 0.45% 101 LF 15" CL III RCP @ 0.46% 103 LF 15" CL III RCP @ 0.46% 129 LF 15" CL III RCP @ 0.39% SYSTEM #1 S-02-01 RIM ELEV. = 23.66 NW INV. OUT (24")= 16.99 S-02-02 RIM ELEV. = 22.99 SE INV. IN (24") = 14.59 N INV. OUT (24")= 14.59 S-02-03 RIM ELEV. = 24.04 S INV. IN (24") = 14.44 234 LF 24" CL III RCP @ 1.02% 15 LF 24" CL III RCP @ 1.03% XXX JKG JKG DRAINAGE PROFILE (SHEET 1 OF 5) CG-146 SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 1 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 6 4 5 5 0 \ I L M B P 1 - C - 4 0 0 - 4 1 1 . d w g Pl o t t e d b y : Ar m s t r o n g , Z a n e Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 7 : 1 2 A M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 ZHA DMS JKG EXIST. 30" RCP STORM SEWER 1 E/W INV IN/OUT (30") (EX) = 13.75 W INV IN (15") (EX) = 25.9 PROPOSED GRADE EXISTING GRADE PROPOSED GRADE EXISTING GRADE TIE INTO EXISTING 30" RCP STORM SEWER WITH PROPOSED MANHOLE TIE INTO EXISTING 72" RCP STORM SEWER WITH PROPOSED DROP INLET TYPE A STRUCTURES S-01-01 TO S-01-11 SYSTEM #3 S-01-01 RIM ELEV. = 29.00 W INV. OUT (18")= 24.50 S-01-02 RIM ELEV. = 28.21 E INV. IN (18") = 24.02 SW INV. OUT (18")= 24.02 S-01-03 RIM ELEV. = 28.41 NE INV. IN (18") = 23.87 NW INV. OUT (18")= 23.87 S-01-04 RIM ELEV. = 28.15 SE INV. IN (18") = 23.51 SW INV. OUT (18")= 23.51 S-01-05 RIM ELEV. = 29.12 NE INV. IN (18") = 22.34 W INV. OUT (18")= 22.34 S-01-06 RIM ELEV. = 29.86 E INV. IN (18") = 21.92 SW INV. OUT (18")= 21.92 S-01-07 RIM ELEV. = 30.51 NE INV. IN (18") = 21.55 SE INV. IN (24") = 20.55 NW INV. OUT (30")= 20.55 S-01-08 RIM ELEV. = 29.42 SE INV. IN (30") = 20.00 NW INV. IN (15") = 21.25 S-01-09 RIM ELEV. = 29.16 NE INV. IN (15") = 23.00 SE INV. OUT (15")= 22.01 S-01-10 RIM ELEV. = 29.16 NE INV. IN (15") = 23.27 SW INV. OUT (15")= 23.27 S-01-11 RIM ELEV. = 27.67 NE INV. IN (15") = 23.40 SW INV. OUT (15")= 23.40 S-01-12 RIM ELEV. = 28.19 SW INV. OUT (15")= 23.91 36 LF 18" CL III RCP @ 1.34% 11 LF 18" CL III RCP @ 1.38% 26 LF 18" CL III RCP @ 1.36% 87 LF 18" CL III RCP @ 1.35%31 LF 18" CL III RCP @ 1.34% 27 LF 18" CL III RCP @ 1.34% 149 LF 30" CL III RCP @ 0.37% 75 LF 15" CL III RCP @ 1.02% 26 LF 15" CL III RCP @ 1.02% 13 LF 15" CL III RCP @ 1.03% 51 LF 15" CL III RCP @ 0.99% SYSTEM #4 S-01-20 RIM ELEV. = 27.00 NW INV. OUT (15")= 23.77 S-01-21 RIM ELEV. = 27.00 SE INV. IN (15") = 22.94 SW INV. OUT (18")= 22.69 S-01-22 RIM ELEV. = 27.01 NE INV. IN (18") = 22.47 S INV. OUT (18")= 22.47 S-01-23 RIM ELEV. = 28.28 N INV. IN (18") = 22.30 S INV. OUT (18")= 22.30 S-01-24 RIM ELEV. = 28.28 N INV. IN (18") = 22.17 W INV. OUT (18")= 22.17 S-01-25 RIM ELEV. = 29.43 E INV. IN (18") = 22.00 W INV. IN (15") = 22.25 S-01-26 RIM ELEV. = 27.51 NE INV. IN (15") = 23.30 E INV. OUT (15")= 23.30 S-01-27 RIM ELEV. = 27.51 SW INV. OUT (15")= 23.44 26 LF 15" CL III RCP @ 0.53% 211 LF 15" CL III RCP @ 0.50% 33 LF 18" CL III RCP @ 0.51% 26 LF 18" CL III RCP @ 0.49% 35 LF 18" CL III RCP @ 0.48% 45 LF 18" CL III RCP @ 0.49% 206 LF 15" CL III RCP @ 0.40% STRUCTURES S-01-20 TO S-01-27 XXX JKG JKG DRAINAGE PROFILE (SHEET 2 OF 5) CG-147 SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 1 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 6 4 5 5 0 \ I L M B P 1 - C - 4 0 0 - 4 1 1 . d w g Pl o t t e d b y : Ar m s t r o n g , Z a n e Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 7 : 1 2 A M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 ZHA DMS JKG NE/SW INV IN/OUT (30") (EX) = 20 N/S INV IN/OUT (72") (EX) = 21 1 N INV IN (18") (EX) = 26.34 STRUCTURES S-04-08 TO S-04-15 SYSTEM #6 STRUCTURES S-04-00 TO S-04-16 S-04-00 RIM ELEV. = 21.84 NE INV. IN (42") = 17.75 S-04-01 RIM ELEV. = 24.49 NE INV. IN (42") = 17.80 NW INV. IN (15") = 19.29 SW INV. OUT (42")= 17.80 S-04-09 RIM ELEV. = 27.49 NE INV. IN (42") = 18.14 E INV. IN (15") = 19.67 SW INV. OUT (42")= 18.14 S-04-02 RIM ELEV. = 27.78 N INV. IN (30") = 18.30 E INV. IN (18") = 18.40 SW INV. OUT (42")= 18.30 S-04-16 RIM ELEV. = 27.40 W INV. OUT (18")= 18.57 25 LF 42" CL III RCP @ 0.20% 168 LF 42" CL III RCP @ 0.20% 84 LF 42" CL III RCP @ 0.19% 17 LF 18" CL III RCP @ 1.00% PROPOSED GRADE EXISTING GRADE PROPOSED GRADE EXISTING GRADE CONNECT TO EXISTING 42" RCP INV = 17.75 SYSTEM #5 S-04-09 RIM ELEV. = 27.49 NE INV. IN (42") = 18.14 E INV. IN (15") = 19.67 SW INV. OUT (42")= 18.14 S-04-08 RIM ELEV. = 27.53 E INV. IN (15") = 19.78 W INV. OUT (15")= 19.78 S-04-10 RIM ELEV. = 27.65 E INV. IN (15") = 19.96 N INV. IN (15") = 19.96 W INV. OUT (15")= 19.96 S-04-11 RIM ELEV. = 27.79 N INV. IN (15") = 20.16 W INV. OUT (15")= 20.16 S-04-12 RIM ELEV. = 26.82 E INV. IN (15") = 20.32 S INV. OUT (15")= 20.32 S-04-13 RIM ELEV. = 27.59 E INV. IN (15") = 21.18 W INV. OUT (15")= 21.18 S-04-14 RIM ELEV. = 28.25 E INV. IN (15") = 21.93 W INV. OUT (15")= 21.93 S-04-15 RIM ELEV. = 28.93 W INV. OUT (15")= 22.39 94 LF 15" CL III RCP @ 0.49%150 LF 15" CL III RCP @ 0.50%166 LF 15" CL III RCP @ 0.52% 31 LF 15" CL III RCP @ 0.52% 44 LF 15" CL III RCP @ 0.45% 36 LF 15" CL III RCP @ 0.50% 22 LF 15" CL III RCP @ 0.50% XXX JKG JKG DRAINAGE PROFILE (SHEET 3 OF 5) CG-148 SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 1 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 6 4 5 5 0 \ I L M B P 1 - C - 4 0 0 - 4 1 1 . d w g Pl o t t e d b y : Ar m s t r o n g , Z a n e Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 7 : 1 2 A M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 ZHA DMS JKG 1 SYSTEM #7 S-01-35 RIM ELEV. = 25.50 E INV. OUT (15")= 20.39 STRUCTURES S-01-34 AND S-01-35 STRUCTURES S-01-30 TO S-01-38 38 LF 15" CL III RCP @ 0.50% PROPOSED GRADE EXISTING GRADE PROPOSED GRADE EXISTING GRADE TIE INTO EXISTING 72" STORM SEWER MANHOLE SYSTEM #8 S-01-34 RIM ELEV. = 26.55 W INV. IN (15") = 20.20 N INV. IN (15") = 20.20 S INV. OUT (15")= 20.20 S-01-31 RIM ELEV. = 26.45 NE INV. IN (15") = 21.70 S INV. OUT (15")= 21.70 S-01-32 RIM ELEV. = 25.91 N INV. IN (15") = 20.90 S INV. OUT (15")= 20.90 S-01-33 RIM ELEV. = 26.06 N INV. IN (15") = 20.67 S INV. OUT (15")= 20.67 S-01-34 RIM ELEV. = 26.55 W INV. IN (15") = 20.20 N INV. IN (15") = 20.20 S INV. OUT (15")= 20.20 S-01-36 RIM ELEV. = 27.17 N INV. IN (15") = 19.63 E INV. OUT (15")= 19.63 S-01-37 RIM ELEV. = 23.60 W INV. IN (15") = 19.05 NE INV. OUT (18")= 19.05 S-01-38 RIM ELEV. = 24.13 SW INV. IN (18") = 17.93 E INV. OUT (18")= 17.93 98 LF 15" CL III RCP @ 0.49% 162 LF 15" CL III RCP @ 0.49% 45 LF 15" CL III RCP @ 0.52% 93 LF 15" CL III RCP @ 0.51%109 LF 15" CL III RCP @ 0.52%52 LF 15" CL III RCP @ 1.11% 102 LF 18" CL III RCP @ 1.10% 70 LF 18" CL III RCP @ 1.10% S-01-30 RIM ELEV. 26.60 SW INV. OUT (15")= 22.18 XXX JKG JKG DRAINAGE PROFILE (SHEET 4 OF 5) CG-149 SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 1 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 6 4 5 5 0 \ I L M B P 1 - C - 4 0 0 - 4 1 1 . d w g Pl o t t e d b y : Ar m s t r o n g , Z a n e Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 7 : 1 2 A M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 ZHA DMS JKG 1 EXIST. 72" RCP STORM SEWER EXIST. 42" RCP STORM SEWER STRUCTURES S-03-10 TO S-03-14 STRUCTURES S-04-01 TO S-04-01A SYSTEM #10 EXISTING GRADE PROPOSED GRADE EXISTING GRADE SYSTEM #9 SYSTEM #11 S-04-01A RIM ELEV. = 23.96 SE INV. OUT (15")= 19.45 S-04-01 RIM ELEV. = 24.49 NE INV. IN (42") = 17.80 NW INV. IN (15") = 19.29 SW INV. OUT (42")= 17.80 12 LF 15" CL III RCP @ 1.29% PROPOSED GRADE S-04-17 RIM ELEV. = 27.58 S INV. OUT (15")= 20.11 S-04-10 RIM ELEV. = 27.65 E INV. IN (15") = 19.96 N INV. IN (15") = 19.96 W INV. OUT (15")= 19.96 19 LF 15" CL III RCP @ 0.79% S-03-10 RIM ELEV. = 27.25 NW INV. OUT (15")= 22.98 S-03-11 RIM ELEV. = 27.90 SE INV. IN (15") = 22.53 S INV. OUT (15")= 22.53 S-03-12 RIM ELEV. = 29.79 N INV. IN (15") = 22.15 SW INV. OUT (15")= 22.15 S-03-13 RIM ELEV. = 30.27 NE INV. IN (15") = 21.88 SW INV. OUT (15")= 21.88 S-03-14 RIM ELEV. = 28.68 NE INV. IN (15") = 21.64 SE INV. IN (24") = 20.89 NW INV. OUT (24")= 20.89 45 LF 15" CL III RCP @ 1.01% 36 LF 15" CL III RCP @ 1.05% 27 LF 15" CL III RCP @ 1.02% 24 LF 15" CL III RCP @ 1.02% STRUCTURES S-04-17 TO S-04-10 XXX JKG JKG DRAINAGE PROFILE (SHEET 5 OF 5) CG-150 SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 1 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 6 4 5 5 0 \ I L M B P 1 - C - 4 0 0 - 4 1 1 . d w g Pl o t t e d b y : Ar m s t r o n g , Z a n e Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 7 : 1 2 A M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 ZHA DMS JKG 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-01-07 S-01-08 S-01-09 S-01-10 S-01-11 S-01-12 S-01-20 S-01-21 S-01-22 S-01-23 S-01-24 S-01-25 S-01-26 S-01-27 S-01-30 S-01-31 STRUCTURE TYPE MH (4' DIAMETER) - FRAME WITH COVER, STD 840.54 CB - FRAME WITH GRATE, STD 840.03 CB - FRAME WITH GRATE, STD 840.03 CB - FRAME WITH GRATE, STD 840.03 CB - FRAME WITH GRATE, STD 840.03 CB - FRAME WITH GRATE, STD 840.03 CB - FRAME WITH GRATE, STD 840.03 MH (6' DIAMETER) - FRAME WITH COVER, STD 840.54 CB - FRAME WITH GRATE, STD 840.03 CB - FRAME WITH 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 CB - FRAME WITH GRATE, STD 840.03 CB - FRAME WITH GRATE, STD 840.03 DROP INLET TYPE 'A' CB - FRAME WITH GRATE, STD 840.03 CB - FRAME WITH GRATE, STD 840.03 CB - FRAME WITH GRATE, STD 840.03 CB - FRAME WITH GRATE, STD 840.03 RIM ELEVATION 29.00 28.21 28.41 28.15 29.12 29.86 30.51 29.42 29.16 29.16 27.67 28.19 27.00 27.00 27.01 28.28 28.28 29.43 27.51 27.51 26.60 26.45 HEIGHT 4.50 4.19 4.54 4.64 6.78 7.94 9.96 9.42 7.15 5.89 4.27 4.28 3.23 4.31 4.54 5.98 6.11 7.43 4.21 4.07 4.42 4.75 INVERT ELEVATIONS W INV OUT (18) = 24.50' E INV IN (18) = 24.02' SW INV OUT (18) = 24.02' NE INV IN (18) = 23.87' NW INV OUT (18) = 23.87' SE INV IN (18) = 23.51' SW INV OUT (18) = 23.51' NE INV IN (18) = 22.34' W INV OUT (18) = 22.34' E INV IN (18) = 21.92' SW INV OUT (18) = 21.92' NE INV IN (18) = 21.55' SE INV IN (24) = 20.55' NW INV OUT (30) = 20.55' SE INV IN (30) = 20.00' NW INV IN (15) = 21.25' NE INV IN (15) = 23.00' SE INV OUT (15) = 22.01' NE INV IN (15) = 23.27' SW INV OUT (15) = 23.27' NE INV IN (15) = 23.40' SW INV OUT (15) = 23.40' SW INV OUT (15) = 23.91' NW INV OUT (15) = 23.77' SE INV IN (15) = 22.94' SW INV OUT (18) = 22.69' NE INV IN (18) = 22.47' S INV OUT (18) = 22.47' N INV IN (18) = 22.30' S INV OUT (18) = 22.30' N INV IN (18) = 22.17' W INV OUT (18) = 22.17' E INV IN (18) = 22.00' W INV IN (15) = 22.25' NE INV IN (15) = 23.30' E INV OUT (15) = 23.30' SW INV OUT (15) = 23.44' SW INV OUT (15) = 22.18' NE INV IN (15) = 21.70' S INV OUT (15) = 21.70' STATION/OFFSET MODERN AVIATION ACCESS ROAD STATION: 11+47.08 OFFSET: 47.06' R MODERN AVIATION ACCESS ROAD STATION: 11+34.51 OFFSET: 15.90' R MODERN AVIATION ACCESS ROAD STATION: 11+23.94 OFFSET: 13.25' R MODERN AVIATION ACCESS ROAD STATION: 11+23.94 OFFSET: -13.25' L MODERN AVIATION ACCESS ROAD STATION: 10+37.00 OFFSET: -13.25' L ARFF ACCESS ROAD STATION: 18+27.00 OFFSET: -13.25' L ARFF ACCESS ROAD STATION: 18+27.00 OFFSET: 14.21' R ARFF ACCESS ROAD STATION: 16+77.23 OFFSET: 13.23' R ARFF ACCESS ROAD STATION: 16+02.00 OFFSET: 13.25' R ARFF ACCESS ROAD STATION: 16+02.00 OFFSET: -13.25' L ARFF ACCESS ROAD STATION: 16+02.00 OFFSET: -25.90' L ARFF ACCESS ROAD STATION: 16+04.50 OFFSET: -77.26' L ARFF ACCESS ROAD STATION: 15+48.31 OFFSET: -58.08' L ARFF ACCESS ROAD STATION: 13+58.92 OFFSET: -91.70' L ARFF ACCESS ROAD STATION: 13+47.42 OFFSET: -48.57' L ARFF ACCESS ROAD STATION: 13+50.00 OFFSET: -13.25' L ARFF ACCESS ROAD STATION: 13+50.00 OFFSET: 13.25' R ARFF ACCESS ROAD STATION: 13+18.82 OFFSET: 26.28' R ARFF ACCESS ROAD STATION: 11+12.49 OFFSET: 13.25' R ARFF ACCESS ROAD STATION: 11+12.49 OFFSET: -13.25' L AIRPORT BOULEVARD STATION: 65+84.00 OFFSET: -37.23' L AIRPORT BOULEVARD STATION: 66+88.00 OFFSET: -26.91' L DRAINAGE STRUCTURE TABLE STRUCTURE NAME S-01-32 S-01-33 S-01-34 S-01-35 S-01-36 S-01-37 S-01-38 S-02-01 S-02-02 S-02-03 S-03-10 S-03-11 S-03-12 S-03-13 S-03-14 S-03-15 S-03-16 S-03-17 S-03-18 S-03-18A S-03-19 S-03-20 STRUCTURE TYPE CB - FRAME WITH GRATE, STD 840.03 CB - FRAME WITH GRATE, STD 840.03 MH (4' DIAMETER) - FRAME WITH COVER, STD 840.54 CB - FRAME WITH GRATE, STD 840.03 MH (4' 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 MH (5' DIAMETER) - FRAME WITH COVER, STD 840.54 MH (6' DIAMETER) - FRAME WITH COVER, STD 840.54 DROP INL - FRAME WITH GRATE, STD 840.16 DROP INL - FRAME WITH GRATE, STD 840.16 CB - FRAME WITH GRATE, STD 840.03 CB - FRAME WITH GRATE, STD 840.03 MH (5' DIAMETER) - FRAME WITH COVER, STD 840.54 MH (4' DIAMETER) - FRAME WITH COVER, STD 840.54 MH (6' 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 RIM ELEVATION 25.91 26.06 26.55 25.50 27.17 23.60 24.13 23.66 22.99 24.04 27.25 27.90 29.79 30.27 28.68 31.03 30.38 28.43 28.42 28.04 27.65 27.19 HEIGHT 5.01 5.39 6.35 5.11 7.54 4.55 6.20 6.67 8.40 9.60 4.27 5.37 7.64 8.39 7.79 9.27 8.12 5.71 5.11 4.26 3.40 2.81 INVERT ELEVATIONS N INV IN (15) = 20.90' S INV OUT (15) = 20.90' N INV IN (15) = 20.67' S INV OUT (15) = 20.67' W INV IN (15) = 20.20' N INV IN (15) = 20.20' S INV OUT (15) = 20.20' E INV OUT (15) = 20.39' N INV IN (15) = 19.63' E INV OUT (15) = 19.63' W INV IN (15) = 19.05' NE INV OUT (18) = 19.05' SW INV IN (18) = 17.93' E INV OUT (18) = 17.93' NW INV OUT (24) = 16.99' SE INV IN (24) = 14.59' N INV OUT (24) = 14.59' S INV IN (24) = 14.44' NW INV OUT (15) = 22.98' SE INV IN (15) = 22.53' S INV OUT (15) = 22.53' N INV IN (15) = 22.15' SW INV OUT (15) = 22.15' NE INV IN (15) = 21.88' SW INV OUT (15) = 21.88' NE INV IN (15) = 21.64' SE INV IN (24) = 20.89' NW INV OUT (24) = 20.89' SE INV IN (24) = 21.76' NW INV OUT (24) = 21.76' E INV IN (24) = 22.26' NW INV OUT (24) = 22.26' E INV IN (18) = 22.86' W INV OUT (24) = 22.72' E INV IN (15) = 23.31' W INV OUT (18) = 23.31' E INV IN (15) = 23.78' W INV OUT (15) = 23.78' E INV IN (15) = 24.25' W INV OUT (15) = 24.25' W INV OUT (15) = 24.75' STATION/OFFSET AIRPORT BOULEVARD STATION: 68+50.00 OFFSET: -25.16' L AIRPORT BOULEVARD STATION: 68+95.00 OFFSET: -25.16' L AIRPORT BOULEVARD STATION: 69+88.00 OFFSET: -25.04' L AIRPORT BOULEVARD STATION: 69+88.00 OFFSET: 13.22' R AIRPORT BOULEVARD EXIT STATION: 20+42.68 OFFSET: 44.59' R AIRPORT BOULEVARD EXIT STATION: 20+56.76 OFFSET: 93.88' R AIRPORT BOULEVARD EXIT STATION: 21+25.97 OFFSET: 121.05' R EMERGENCY ACCESS ROAD STATION: 29+08.93 OFFSET: -14.62' L EMERGENCY ACCESS ROAD STATION: 26+75.00 OFFSET: -13.08' L EMERGENCY ACCESS ROAD STATION: 26+66.36 OFFSET: -24.86' L ARFF ACCESS ROAD STATION: 19+32.22 OFFSET: -57.27' L ARFF ACCESS ROAD STATION: 18+95.63 OFFSET: -42.04' L ARFF ACCESS ROAD STATION: 19+16.00 OFFSET: -13.25' L ARFF ACCESS ROAD STATION: 19+16.00 OFFSET: 13.25' R ARFF ACCESS ROAD STATION: 19+11.00 OFFSET: 36.40' R ARFF ACCESS ROAD STATION: 21+04.70 OFFSET: 37.75' R ARFF ACCESS ROAD STATION: 21+91.88 OFFSET: 81.04' R ARFF ACCESS ROAD STATION: 22+75.55 OFFSET: 74.33' R ARFF ACCESS ROAD STATION: 23+74.49 OFFSET: 78.59' R ARFF ACCESS ROAD STATION: 24+75.57 OFFSET: 79.13' R ARFF ACCESS ROAD STATION: 25+85.83 OFFSET: 77.68' R ARFF ACCESS ROAD STATION: 27+24.09 OFFSET: 62.75' R XXX JKG JKG DRAINAGE STRUCTURE TABLE (SHEET 1 OF 2) CG-151 SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 1 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 6 4 5 5 0 \ I L M B P 1 - C - 4 0 0 - 4 1 1 . d w g Pl o t t e d b y : Ar m s t r o n g , Z a n e Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 7 : 1 2 A M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 ZHA DMS JKG NE/SW INV IN/OUT (30) (EX) = 20' N/S INV IN/OUT (72) (EX) = 21' CONNECT TO EXISTING 30" RCP CONNECT TO EXISTING 72" RCP CONNECT TO EXISTING 30" RCP N INV IN (18) (EX) = 24.34'1 E/W INV IN/OUT (30) (EX) = 13.75' W INV IN (15) (EX) = 25.9' DRAINAGE STRUCTURE TABLE STRUCTURE NAME S-04-00 S-04-01 S-04-01A S-04-02 S-04-08 S-04-09 S-04-10 S-04-11 S-04-12 S-04-13 S-04-14 S-04-15 S-04-16 S-04-17 STRUCTURE TYPE MH (6' DIAMETER) - FRAME WITH COVER, STD 840.54 MH (6' DIAMETER) - FRAME WITH COVER, STD 840.54 DROP INL - FRAME WITH GRATE, STD 840.16 MH (6' DIAMETER) - FRAME WITH COVER, STD 840.54 CB - FRAME WITH GRATE, STD 840.03 MH (6' DIAMETER) - FRAME WITH COVER, STD 840.54 CB - FRAME WITH GRATE, STD 840.03 CB - FRAME WITH GRATE, STD 840.03 CB - FRAME WITH GRATE, STD 840.03 CB - FRAME WITH GRATE, STD 840.03 CB - FRAME WITH GRATE, STD 840.03 CB - FRAME WITH GRATE, STD 840.03 MH (4' DIAMETER) - FRAME WITH COVER, STD 840.54 DROP INL - FRAME WITH GRATE, STD 840.16 RIM ELEVATION 21.84 24.49 23.96 27.78 27.53 27.49 27.65 27.79 26.82 27.59 28.25 28.93 27.40 27.58 HEIGHT ??? 8.49 4.51 9.48 7.75 9.35 7.69 7.63 6.50 6.41 6.32 6.54 8.83 7.46 INVERT ELEVATIONS NE INV IN (42) = 17.75' NE INV IN (42) = 17.80' NW INV IN (15) = 19.29' SW INV OUT (42) = 17.80' SE INV OUT (15) = 19.45' N INV IN (30) = 18.30' E INV IN (18) = 18.40' SW INV OUT (42) = 18.30' E INV IN (15) = 19.78' W INV OUT (15) = 19.78' NE INV IN (42) = 18.14' E INV IN (15) = 19.67' SW INV OUT (42) = 18.14' E INV IN (15) = 19.96' N INV IN (15) = 19.96' W INV OUT (15) = 19.96' N INV IN (15) = 20.16' W INV OUT (15) = 20.16' E INV IN (15) = 20.32' S INV OUT (15) = 20.32' E INV IN (15) = 21.18' W INV OUT (15) = 21.18' E INV IN (15) = 21.93' W INV OUT (15) = 21.93' W INV OUT (15) = 22.39' W INV OUT (18) = 18.57' S INV OUT (15) = 20.11' STATION/OFFSET AIRPORT BOULEVARD STATION: 64+00.59 OFFSET: -139.52' L AIRPORT BOULEVARD STATION: 63+69.35 OFFSET: -130.79' L AIRPORT BOULEVARD STATION: 63+75.80 OFFSET: -119.41' L AIRPORT BOULEVARD STATION: 61+37.82 OFFSET: 17.36' R AIRPORT BOULEVARD STATION: 61+74.51 OFFSET: -45.70' L AIRPORT BOULEVARD STATION: 61+98.07 OFFSET: -42.48' L AIRPORT BOULEVARD STATION: 61+35.71 OFFSET: -51.17' L AIRPORT BOULEVARD STATION: 60+87.00 OFFSET: -56.25' L AIRPORT BOULEVARD STATION: 60+85.00 OFFSET: -25.25' L AIRPORT BOULEVARD STATION: 59+10.00 OFFSET: -25.25' L AIRPORT BOULEVARD STATION: 57+60.00 OFFSET: -25.25' L AIRPORT BOULEVARD STATION: 56+65.00 OFFSET: -13.25' L AIRPORT BOULEVARD STATION: 61+21.44 OFFSET: 18.89' R AIRPORT BOULEVARD STATION: 61+33.54 OFFSET: -31.96' L DRAINAGE PIPE TABLE PIPE NAME P-01-01 P-01-02 P-01-03 P-01-04 P-01-05 P-01-06 P-01-07 P-01-09 P-01-10 P-01-11 P-01-12 P-01-20 P-01-21 P-01-22 P-01-23 P-01-24 P-01-26 P-01-27 P-01-30 P-01-31 PIPE SIZE 18 18 18 18 18 18 30 15 15 15 15 15 18 18 18 18 15 15 15 15 PIPE LENGTH 36 11 26 87 31 27 149 75 26 13 51 206 45 35 26 33 211 26 98 162 PIPE SLOPE 1.34% 1.38% 1.36% 1.35% 1.34% 1.34% 0.37% 1.02% 1.02% 1.03% 0.99% 0.40% 0.49% 0.48% 0.49% 0.51% 0.50% 0.53% 0.49% 0.49% DRAINAGE PIPE TABLE PIPE NAME P-01-32 P-01-33 P-01-34 P-01-35 P-01-36 P-01-37 P-01-38 P-02-03 P-02-04 P-03-10 P-03-11 P-03-12 P-03-13 P-03-14 P-03-15 P-03-16 P-03-17 P-03-18 P-03-18A P-03-19 PIPE SIZE 15 15 15 15 15 18 18 24 24 15 15 15 15 24 24 24 24 18 15 15 PIPE LENGTH 45 93 109 38 52 102 70 234 15 45 36 27 24 80 202 116 108 99 101 103 PIPE SLOPE 0.52% 0.51% 0.52% 0.50% 1.11% 1.10% 1.10% 1.02% 1.03% 1.01% 1.05% 1.02% 1.02% 0.42% 0.43% 0.43% 0.43% 0.45% 0.46% 0.46% DRAINAGE PIPE TABLE PIPE NAME P-03-20 P-04-01 P-04-01A P-04-02 P-04-08 P-04-09 P-04-10 P-04-11 P-04-12 P-04-13 P-04-14 P-04-15 P-04-16 P-04-17 PIPE SIZE 15 42 15 42 15 42 15 15 15 15 15 15 18 15 PIPE LENGTH 129 25 12 84 22 168 36 44 31 166 150 94 17 19 PIPE SLOPE 0.39% 0.20% 1.29% 0.19% 0.50% 0.20% 0.50% 0.45% 0.52% 0.52% 0.50% 0.49% 1.00% 0.79% XXX JKG JKG DRAINAGE STRUCTURE TABLE (SHEET 2 OF 2) CG-152 SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 1 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 6 4 5 5 0 \ I L M B P 1 - C - 4 0 0 - 4 1 1 . d w g Pl o t t e d b y : Ar m s t r o n g , Z a n e Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 7 : 1 2 A M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 ZHA DMS JKG SW INV OUT (42) (EX) = 17.75' E INV IN (18) (EX) = 22.50' 4.67 1 (EX) Airport Blvd. HANGAR 6 FBO HAN G A R B U I L D I N G 1 0 HANGAR 4 HANGAR 5 HANGAR 2 HANGA R 1 MAI N B U I L D I N G HEWLETT D R I V E HAL L D R I V E TR A S K D R I V E HANGAR 7 HANGAR 3 TR A D E W I N D S D R I V E 72" R C P 72 " R C P 72" RCP 72" RCP 72" RCP 72" R C P 15" R C P 18" RCP 72" RCP 48" RCP 60" R C P 72" R C P 24" R C P 24 " R C P 48" RCP 72" RCP 48" RC P 48" RCP 72" R C P 72 " R C P 18" RCP 18" R C P 18" OVAL 18" RCP 18" RCP 18" RCP 18" RCP 30" R C P 30" R C P 42" RCP 42" RCP 42" RC P 18" R C P 18" R C P 24" R C P 12" R C P 12" R C P 18" R C P 48" RCP 48" RCP 24" RCP 24 " R C P 18" R C P 18" R C P 18" R C P 18" R C P 24" R C P 24" RCP 48" R C P 36" RCP 36" R C P 18" RC P 24" R C P 24" R C P 18" R C P 36" RCP 24 " R C P 36" R C P 24" R C P 18" R C P 15" RCP 15" R C P 36" R C P 36" R C P 36" RCP 30" RCP 18" R C P 30" R C P 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP18" RCP 18" RCP 24" RC P 15" RCP 30" RCP 24" RCP MH MHSAN SAN 8"SS 8"SS SAN 8"S S 8"S S 8"SS 8"S S 8"SS 8"SS SA N SA N W S A N SAN SA N SA N SAN SAN SAN SAN SAN S A 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 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 18"RCP (PLUGGED) 12"RCP(PLUGGED) 15"RC P 15"R C P 15"RC P 15"RCP 24"R C P 24"RC P 12 " R C P 15"R C P 15"RC P 24"RCP 15" R C P 48"R C P 18"RCP (PLUGGED) CA P P E D 1 0 " AB A N D O N E D SA N I T A R Y SE W E R AB A N D O N E D SA N I T A R Y SE W E R S 12" 12" 6" GAS GAS GASGASGASGASGASGAS G A S G A S GAS GAS 48" R C P 48 " R C P S A N S 12"WL (SIZE PROVIDED BY CFPUA) 12" WL (SIZE PROVIDED BY CFPUA) 8" W L ( S I Z E P R O V I D E D B Y C F P U A ) W G G G 13" X 2 2 " C M P 48" RC P G G GAS GAS S S 15" R C P 15" R C P 18" R C P 18" RCP 24" RCP 30" R C P 30" R C P 30" R C P 48" RC P 18" R C P 18" RCP 18" R C P GAS W W W S WWW W ABANDONED ABANDONED 6" PVC S E R V I C E S S 42 " R C P 8"S S 8"SS 4"SS PLUGGED 15 " R C P 15" RC P 15" RC P 15" R C P W W W W WWWW W W W W W S A N SA N SA N SAN SAN S S S S S S S S S S S S S S S S 8" V. C . P . 8" V . C . P . 8" V . C . P . 8" V . C . P . 8" V.C.P. 8" V.C.P. 8" V . C . P . 8" V . C . P . 8" V . C . P . 8" V . C . P . 8" V. C . P . 8" V . C . P . 8" V . C . P . 8" V . C . P . SA N SAN SAN SA N S A N S S 8" 8" 8" 8" 8" 6" W W W W W W1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 2" W W W 54" R C P 54 " R C P 54" R C P 54" RC P 54" R C P 18" R C P 18" R C P 30" RC P 18" R C P 18" R C P 18" RC P 30" R C P 30" R C P 30" R C P 60 " R C P 60" R C P 18" RCP 18" R C P 18" CM P 18" C M P 30" RCP 30" RCP 15" R C P 18" R C P 24" RCP 24" RCP 30" RCP 30" RCP 30" RCP 18" RC P 24" RCP 30" R C P 18" R C P 48 " R C P 24" R C P 30 " R C P 48" RC P 18" RCP 30 " R C P 60 " R C P 54" C M P 12" R C P 48" R C P 48" R C P 48"RCP 48"RCP W W 8" WATER 8" WATER 8" W A T E R S 18" RCP W 8" W A T E R 8" WATER S S S 6" PVC 6" PVC 8" PV C 8" PVC 8" PVC W S S 12" W A T E R 12" W A T E R W W W W W W W W W W W W W W 8" W A T E R 8" W A T E R 8" W A T E R 12" W A T E R 8" W A T E R S A N S S 8" 8" 15"RC P 15"RC P 24" R C P 42" R C P SA N SA N SA N S S S W W W W W 18" RCP 18" R C P 18" R C P 18" R C P SAN SAN S A N 24"FM 24"FM 24"FM 12" WATER 12" WATER 12" WATER 12" W A T E R 8"SS 8"SS 8"SS 8"S S 10" S S 10 " S S 8"S S 8"SS 8"SS 8"S S 8"SS SANITARY SEWERMANHOLERIM 22.17 INV. OUT 16.77 SANITARY SEWERMANHOLEINV IN 16.13INV. OUT 16.13 SANITARY SEWERMANHOLERIM 23.92INV. IN 15.12 (WEST)INV. IN 13.48 (NORTH)INV. OUT 13.48 (SOUTH) 8" WATER S S T E E E EE T T TT T T E ET T M 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 TTTTTTTTT T T T T T T T T TV TV E E T T C T T lp T EE E EE 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 S AB A N D O N E D CO M M L I N E , V I F ABA N D O N E D COM M L I N E , V I F A A A A A A A A A A A A A A XX XX X X XX X X X X X X X X XXX X X X X XX X X X X X XXXXXXXXXXX X X X XX X X X X X X X X X X X XX X X X SHEET 1 OF 5 SHEET 2 OF 5 SHEET 3 OF 5 SHEET 4 OF 5SHEET 5 OF 5 XXXXXXXXXXXXXXXXX X X X XX X XX X X X X X X X X X X X X X X X X X X X X X X XXX X X X XX X X X X X X X X X X X X X X X X XX X X X X LOD LOD L O D L O D LO D LOD LOD LO D LO D LO D LO D LO D L O D LO D L O D LOD LOD LOD LOD LO D L O D LOD LOD L O D LO D LODLODLOD LO D LO D LOD LOD LOD L O D LO D LOD L O D L O D L O D LOD LO D LO D LO D LOD LO D L O D LOD LOD LOD LOD LOD LO D LO D LOD LOD LOD LOD LOD LOD LOD LODLODLO D LO D LODLOD LO D LOD LOD LO D LOD L O D L O D LO D LO D LO D LOD LOD L O D LO D LODLODLOD LOD LO D L O D L O D LO D LOD L O D L O D LO D LOD LOD LOD LOD LOD L O D LO D LOD LOD LOD L O D LOD LOD SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, 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 1 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 6 4 5 5 0 \ I L M B P 1 - C G I . d w g Pl o t t e d b y : Ha n n a h A l l e n Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 2 : 2 5 P M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 1 REVISED SINCE 60%11/22/2023 CG-160 NORTH CAB, HCA DAS WMM SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22")200 200 0 200 400 EROSION CONTROL PLAN OVERALL LEGEND NOTES XXX STORM PIPE DEMOLITION XXX FENCE DEMOLITION 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 TOTAL DISTURBANCE: 20.7 AC 1.CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION ENTRANCES WHERE NOTED ON EROSION CONTROL PLANS. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING AND PROTECTING ALL KNOWN UTILITIES DURING CONSTRUCTION. 3.CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING EROSION CONTROL MEASURES AFTER RAIN EVENTS AND TAKE CORRECTIVE ACTIONS AS NEEDED. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR KEEPING THE RAINFALL LOG. 4.ALL EROSION CONTROL MEASURED SHALL REMAIN IN PLACE AT THE END OF THIS PACKAGE UNLESS OTHERWISE DIRECTED BY THE RPR OR ENGINEER. 5.CONTRACTOR SHALL REGULARLY CHECK EROSION CONTROL MEASURES AS STATED IN THIS CONTRACT AND ENSURE POSITIVE DRAINAGE ACROSS THE JOB SITE. DEMOLITION IP EXCAVATED DROP INLET PROTECTION EXC. # ROCK INLET SEDIMENT TRAP - TYPE B IST B 1 100% DESIGN Airport Blvd. TR A D E W I N D S D R I V E 72 " R C P 72" RCP 72" RCP 72" RCP 72 " R C P 15 " R C P 18" RCP 72" RCP 48" RCP 60 " R C P 72 " R C P 24 " R C P 24 " R C P 48" RC P 30 " R C P 30" R C P 42" RCP 42" RCP 42" R C P 18 " R C P 48" RCP 48" RCP 24" RCP 18 " R C P 36" R C P 36" RC P SAN SAN SAN SAN SAN 8" S S 8" S S 8"S S SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N 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 G GAS GAS GAS GAS GAS GAS GAS GAS SA N SA N SA N SA N SA N WWWWWWW S SA N SA N SA N SA N SA N SA N SA N S S 8" V . C . P . 8" V . C . P . W W W 8"S S SANITARY SEWER MANHOLE RIM 23.92 INV. IN 15.12 (WEST) INV. IN 13.48 (NORTH) INV. OUT 13.48 (SOUTH) S T T T T T A A A A A A A A A XXXXXXX X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXX XX X X X X X X X X X X XXXXXXX XXXXXXXXXX XX X X X X X X X X X X X X X X X XXX X X X X X X X X X XX X SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSF S F SF SF S F SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSF LOD LODLOD LO D LO D LOD LOD LOD LODLOD LOD SF SF SF SF LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLOD LO D LODLOD LO D LOD LOD LO D LOD LODLODLODLODLODLODLOD LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D L O D L O D LOD LOD LOD L O D LO D LO D LO D LO D L O D LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD 20.0 21.0 22.0 23.0 24.0 25.0 26.0 23. 0 22. 0 21.0 20.0 19. 0 2 3 . 0 22 . 0 2 7 . 0 26.0 22.0 23. 0 24. 0 24.0 24.0 23.0 25. 0 23. 0 24.0 25.0 26.0 27.0 2 7 . 0 2 6 . 0 2 5 . 0 2 4 . 0 2 3 . 0 2 2 . 0 23.0 25.0 23.023.0 25.0 23.0 22.0 25.0 24.0 23.0 22.021.0 20.0 21.0 22.0 23.0 24.0 25.0 26.0 2 5 . 0 2 4 . 0 23. 0 22.0 24.0 25.0 23.0 24.0 25.0 23.0 24.0 23.0 24. 0 TS TS IST B IST B SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, 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 1 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 6 4 5 5 0 \ I L M B P 1 - C G I . d w g Pl o t t e d b y : Ha n n a h A l l e n Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 2 : 2 6 P M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 1 REVISED SINCE 60%11/22/2023 CG-161 NORTH SCALE (IN FEET) 501 INCH = FEET (WHEN PRINTED 34"x22") 50 0 50 100 MATCHLINE SEE CG165 MA T C H L I N E S E E C G 1 6 2 HANGAR 6 FBO HANGAR BUILD I N G 1 0 HANGAR 4 HANGAR 5 HANGAR 2 HANGAR 1 HANGAR 7 HANGAR 3 KEY MAP 01 02 03 0405 EROSION CONTROL PLAN INITIAL PHASE (SHEET 1 OF 5) MATCHLINE SEE CG164 LEGEND NOTES XXX STORM PIPE DEMOLITION XXX FENCE DEMOLITION 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 ROCK INLET SEDIMENT TRAP - TYPE B 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 1.CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION ENTRANCES WHERE NOTED ON EROSION CONTROL PLANS. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING AND PROTECTING ALL KNOWN UTILITIES DURING CONSTRUCTION. 3.CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING EROSION CONTROL MEASURES AFTER RAIN EVENTS AND TAKE CORRECTIVE ACTIONS AS NEEDED. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR KEEPING THE RAINFALL LOG. 4.ALL EROSION CONTROL MEASURED SHALL REMAIN IN PLACE AT THE END OF THIS PACKAGE UNLESS OTHERWISE DIRECTED BY THE RPR OR ENGINEER. 5.CONTRACTOR SHALL REGULARLY CHECK EROSION CONTROL MEASURES AS STATED IN THIS CONTRACT AND ENSURE POSITIVE DRAINAGE ACROSS THE JOB SITE. DEMOLITION IP EXCAVATED DROP INLET PROTECTION EXC. # IST B CAB, HCA DAS WMM 1 100% DESIGN FB O HANGAR 2 M A I N B U I L D I N G HEWLE T T D R I V E TR A S K D R I V E 72" R C P 48" R C P 48" RCP 72 " R C P 7 2 " R C P 18" RCP 18 " R C P 18" OVAL 18" RCP 18" RCP 18" RC P 18" RCP 18 " R C P 18 " R C P 15" RCP 15" RCP 15" RC P MH SAN SAN 8" S S 8" S S 8"SS SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SAN SAN SAN SAN SAN SAN SAN SAN SA N SA N 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 GA S G A S GA S GA S GA S GA S GA S GAS GAS W W W W W W W G G 13" X 2 2 " C M P 48" R C P GAS GA S G A S G A S G A S G A S G GAS GAS GAS GAS GAS GAS GAS S SAN SAN SA N SA N SA N SA N S A N SA N SA N SAN SAN W W W W W W W W W W W SAN ABANDONED ABANDON E D 8" S S 4"SS 1 5 " R C P 15" R C P 15" R C P 15 " R C P W W W S 8" V . C . P . W W W W W W W W W W W W W 24 " R C P 24" R C P 30" RCP 30" R C P S A N SAN W W W W 8"SS 8"SS 8" S S 8"SS SAN W W WW 8" WAT E R E E T T T T C T S A A A A A A A A X X X X X X X 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 XXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X XX X X X X X X X X X X SF SF SF S F S F S F S F SF SF SF SF S F S F S F SF SF S F S F S F SF S F S F S F SF SF SF SF SF LOD LOD LOD LOD LOD LOD L O D L O D LOD LOD LOD L O D L O D L O D LOD LOD LOD LO D L O D LO D LO D LOD LO D LO D LOD LOD LO D L O D L O D LO D L O D LO D LO D LOD LOD LO D LO D L O D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D L O D LO D LO D LO D LO D LO D LO D L O D L O D L O D L O D LO D LOD LO D LO D L O D L O D L O D LOD LOD L O D L O D LOD LOD L O D L O D L O D L O DLOD L O D L O D L O D L O D LOD L O D LOD L O D LO D LOD LOD LOD LOD LO D LO D LOD LOD LOD LO D LO D LOD LOD LO D LO D LOD LODLODLOD L O D LO D LO D LO D LO D LO D L O D LOD LO D LOD LOD LOD LOD LOD LOD LOD L O D LOD LOD SF S F S F SF SF SF SF SF LOD LOD L O D LOD LOD SF 25. 0 26. 0 27. 0 28.0 29.0 27 . 0 25 . 0 26.0 27.0 27.0 27.0 26.0 24.5 24. 0 25. 0 24.0 26.0 2 5 . 0 26.0 26.0 27.0 27. 0 26.0 25.0 24.0 28.0 29.0 30.0 28.0 27.0 2 6 . 0 29.0 29 . 0 2 8 . 0 28.5 2 8 . 0 2 8 . 0 3 1 . 0 3 0 . 0 35.0 34. 0 28 . 5 28 . 5 29 . 0 2 9 . 0 29 . 0 27. 0 28 . 0 TS TS TS SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, 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 1 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 6 4 5 5 0 \ I L M B P 1 - C G I . d w g Pl o t t e d b y : Ha n n a h A l l e n Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 2 : 2 6 P M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 1 REVISED SINCE 60%11/22/2023 CG-162 NORTH SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 MA T C H L I N E S E E C G 1 6 1 HANGAR 6 FBO HANGAR BUILD I N G 1 0 HANGAR 4 HANGAR 5 HANGAR 2 HANGAR 1 HANGAR 7 HANGAR 3 KEY MAP 01 02 03 0405 EROSION CONTROL PLAN INITIAL PHASE (SHEET 2 OF 5) MA T C H L I N E S E E C G 1 6 3 MATCHLINE SEE CG163 LEGEND NOTES XXX STORM PIPE DEMOLITION XXX FENCE DEMOLITION 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 1.CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION ENTRANCES WHERE NOTED ON EROSION CONTROL PLANS. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING AND PROTECTING ALL KNOWN UTILITIES DURING CONSTRUCTION. 3.CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING EROSION CONTROL MEASURES AFTER RAIN EVENTS AND TAKE CORRECTIVE ACTIONS AS NEEDED. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR KEEPING THE RAINFALL LOG. 4.ALL EROSION CONTROL MEASURED SHALL REMAIN IN PLACE AT THE END OF THIS PACKAGE UNLESS OTHERWISE DIRECTED BY THE RPR OR ENGINEER. 5.CONTRACTOR SHALL REGULARLY CHECK EROSION CONTROL MEASURES AS STATED IN THIS CONTRACT AND ENSURE POSITIVE DRAINAGE ACROSS THE JOB SITE. DEMOLITION IP EXCAVATED DROP INLET PROTECTION EXC. # ROCK INLET SEDIMENT TRAP - TYPE B IST B CAB, HCA DAS WMM 1 100% DESIGN HANGAR 6 HANGAR 5 HANGAR 2 HANGAR 7 HANGAR 318 " R C P 24 " R C P 12 " R C P 12 " R C P 24 " R C P 15" RCP 15" RC P 15" RCP 15" RC P 15" RCP MH MH SAN SAN SAN SAN SAN SAN SAN SAN SA N SA N SA N SA N SA N W SAN SAN S S W W W W W W W W W W W W W GAS GAS GAS GAS GAS GASW W W W W W G A S G A S G G SSANSANSAN 18" RCP 3 0 " R C P 30 " R C P 48" R C P 18 " R C P 18" RCP 18 " R C P W SAN S 30 " R C P W W W W W W W W W W W W W W W W W 8" WAT E R 8" WAT E R 8" W A T E R W SA N SA N SAN SA N SA N S S A N SAN SAN W W W W 8" S S 8"SS E E E E E T T T T T T T T T T T T T T XX XX XX XX XX XX XX XX XX XX X X XX XX XX XX X X XXX 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 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 XXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X SF SF SF S F S F S F SF SF S F S F S F LO D LO D LO D LO D L O D LO D LO D LO D LO D LO D LO D L O D L O D L O D L O D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LOD LOD LOD LOD LOD LOD LO D LO D L O D L O D L O D LO D LODLOD LO D L O D L O D L O D L O D L O D L O D LOD LO D L O D L O D LO D LODLODLODLODLODLODLODLODLODLODLODLOD LO D LO D LO D LO D LOD LO D LO D LO D LOD LOD LO D LOD LOD LOD LOD LOD LOD LO D LOD LO D LO D L O D LO D LO D L O D L O D L O D LOD LOD L O D L O D LOD LOD L O D L O D L O D L O D SF SF 28.5 2 8 . 0 2 8 . 0 3 1 . 0 3 0 . 0 36.0 35.0 34. 0 29.0 29.0 28.0 28 . 0 27 . 0 27. 0 28 . 0 28.0 27 . 0 29 . 0 28.0 29.0 28.0 TS TS TS SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, 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 1 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 6 4 5 5 0 \ I L M B P 1 - C G I . d w g Pl o t t e d b y : Ha n n a h A l l e n Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 2 : 2 6 P M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 1 REVISED SINCE 60%11/22/2023 CG-163 NORTH SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 MA T C H L I N E S E E C G 1 6 2 HANGAR 6 FBO HANGAR BUILD I N G 1 0 HANGAR 4 HANGAR 5 HANGAR 2 HANGAR 1 HANGAR 7 HANGAR 3 KEY MAP 01 02 03 0405 EROSION CONTROL PLAN INITIAL PHASE (SHEET 3 OF 5) MATCHLINE SEE CG162 LEGEND NOTES XXX STORM PIPE DEMOLITION XXX FENCE DEMOLITION 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 1.CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION ENTRANCES WHERE NOTED ON EROSION CONTROL PLANS. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING AND PROTECTING ALL KNOWN UTILITIES DURING CONSTRUCTION. 3.CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING EROSION CONTROL MEASURES AFTER RAIN EVENTS AND TAKE CORRECTIVE ACTIONS AS NEEDED. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR KEEPING THE RAINFALL LOG. 4.ALL EROSION CONTROL MEASURED SHALL REMAIN IN PLACE AT THE END OF THIS PACKAGE UNLESS OTHERWISE DIRECTED BY THE RPR OR ENGINEER. 5.CONTRACTOR SHALL REGULARLY CHECK EROSION CONTROL MEASURES AS STATED IN THIS CONTRACT AND ENSURE POSITIVE DRAINAGE ACROSS THE JOB SITE. DEMOLITION IP EXCAVATED DROP INLET PROTECTION EXC. # ROCK INLET SEDIMENT TRAP - TYPE B IST B CAB, HCA DAS WMM 1 100% DESIGN 7 2 " R C P 24 " R C P 24" RCP 48 " R C P 36" RC P 36" R C P 18" R C P 24 " R C P 2 4 " R C P 1 8 " R C P 36" RCP 2 4 " R C P 36" R C P 24" R C P 18 " R C P 15" R C P 15" R C P 36" R C P 15" RCP 24" RCP SA N SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN S A N SS 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 18"RCP (PLUGGED) 12"RCP (PLUGGED) 15" R C P 15" R C P 15"R C P 15"R C P 24" R C P 24" R C P 1 2 " R C P 15" R C P 15" R C P 24"RCP 15 " R C P 48" R C P 18"RCP (PLUGGED) S A N S A N S A N S A N C A P P E D 1 0 " A B A N D O N E D S A N I T A R Y S E W E R A B A N D O N E D S A N I T A R Y S E W E R S 1 2 " W 12 " 6" GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GA S GA S G A S G A S G A S G A S G A S GA S GA S GAS GAS GAS GAS GAS GAS PLUGGED W WW WW W W W W W SAN 48"RC P 48"RC P 15"R C P 18 " R C P T E 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 T T T T T T T T T 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 E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E 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 T T T T T T T T UTV UTV TV E E T lp T T T T T T 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 E E E E E E E E E E E E E E E XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXX 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 SF SF SF SF SF SF SF SF SF SFSF SF SF SF SF S F S F SF SF SFSF L O D L O D L O D L O D LO D L O D LOD LO D LOD LODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD L O D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D L O D LO D LOD LOD LOD LOD LOD LODLOD LOD 16. 0 18 . 0 2 1 . 0 19 . 0 20 . 0 17 . 0 18. 0 19. 0 20.0 21.0 22.0 23.0 2 0 . 0 2 2 . 0 2 3 . 0 2 3 . 0 24.0 23.0 25. 0 26.0 26.0 26 . 0 24. 0 23. 0 26.026.0 26.0 26.0 26.0 25.0 24.0 22.0 25 . 0 23. 0 21 . 0 23 . 0 24 . 0 22 . 0 26.0 25.0 24.0 23. 0 22.0 22 . 0 2 4 . 0 25.0 26 . 0 26 . 0 26. 0 33.0 34.0 35.0 36. 0 37.0 38.0 39.0 40.0 32.0 31.0 30.0 29.0 28.0 2 7 . 0 25.0 24.0 23.0 2 2 . 0 2 3 . 0 22 . 0 22 . 0 23 . 0 24 . 0 25 . 0 25.0 26.0 TS IST B IST B SF SF SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, 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 1 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 6 4 5 5 0 \ I L M B P 1 - C G I . d w g Pl o t t e d b y : Ha n n a h A l l e n Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 2 : 2 6 P M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 1 REVISED SINCE 60%11/22/2023 CG-164 NORTH SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 MA T C H L I N E S E E C G 1 6 5 HANGAR 6 FBO HANGAR BUILD I N G 1 0 HANGAR 4 HANGAR 5 HANGAR 2 HANGAR 1 HANGAR 7 HANGAR 3 KEY MAP 01 02 03 0405 EROSION CONTROL PLAN INITIAL PHASE (SHEET 4 OF 5) MATCHLINE SEE CG161 LEGEND NOTES XXX STORM PIPE DEMOLITION XXX FENCE DEMOLITION 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 1.CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION ENTRANCES WHERE NOTED ON EROSION CONTROL PLANS. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING AND PROTECTING ALL KNOWN UTILITIES DURING CONSTRUCTION. 3.CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING EROSION CONTROL MEASURES AFTER RAIN EVENTS AND TAKE CORRECTIVE ACTIONS AS NEEDED. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR KEEPING THE RAINFALL LOG. 4.ALL EROSION CONTROL MEASURED SHALL REMAIN IN PLACE AT THE END OF THIS PACKAGE UNLESS OTHERWISE DIRECTED BY THE RPR OR ENGINEER. 5.CONTRACTOR SHALL REGULARLY CHECK EROSION CONTROL MEASURES AS STATED IN THIS CONTRACT AND ENSURE POSITIVE DRAINAGE ACROSS THE JOB SITE. DEMOLITION IP EXCAVATED DROP INLET PROTECTION EXC. # ROCK INLET SEDIMENT TRAP - TYPE B IST B CAB, HCA DAS WMM 1 100% DESIGN 18 " R C P 8"SS 8"SS SAN SAN SAN S A N S A N S A N S A N S A N SAN SAN SAN SAN SAN SAN SAN SA N SA 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 GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS 48 " R C P 48 " R C P W W W W W W W W W GAS GAS GAS GAS GAS S A N S A N S A N S A N S 12"WL (SIZE PROVIDED BY CFPUA) 12" WL (SIZE PROVIDED BY CFPUA) 8" W L ( S I Z E P R O V I D E D B Y C F P U A ) GAS GAS GAS GAS GAS SA N SA N SA N W W W W W W W W W 8" WATER S8" PVC 8" PV C SAN SAN SAN W W W W W W SAN SAN SA N SA N S S SA N SA N SA N SA N SA N SA N S W W W W W W W W 18" RCP 1 0 " S S 1 0 " S S E E E 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 T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T TEEEEEEEEEEEEEEEEEEEEEEEEEE T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T X SF SF SF SF SF SF S F S F SF S F S F S F S F S F SF SF SF S F S F SF S F SF SF SF SF LODLODLOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D L O D L O D LO D LO D L O D L O D LO D LO D LO D LO D LOD LO D LODLOD LO D L O D LO D L O D L O D L O D L O D L O D L O D L O D LO D LO D L O D L O D LOD L O D L O D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD 24.0 25.0 25. 0 24 . 0 23. 0 22. 0 27.0 26.0 24.0 23.0 17.0 18.0 19.0 20.0 21.0 22.0 24.0 24.0 23.0 22 . 0 7. 0 9. 0 11 . 0 13 . 0 15 . 0 17 . 0 19 . 0 21 . 0 23 . 0 22.0 23.0 24 . 024.0 24.0 TS SF SF SF SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, 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 1 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 6 4 5 5 0 \ I L M B P 1 - C G I . d w g Pl o t t e d b y : Ha n n a h A l l e n Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 2 : 2 6 P M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 1 REVISED SINCE 60%11/22/2023 CG-165 NORTH SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 MATCHLINE SEE CG161 MA T C H L I N E S E E C G 1 6 4 HANGAR 6 FBO HANGAR BUILD I N G 1 0 HANGAR 4 HANGAR 5 HANGAR 2 HANGAR 1 HANGAR 7 HANGAR 3 KEY MAP 01 02 03 0405 EROSION CONTROL PLAN INITIAL PHASE (SHEET 5 OF 5) LEGEND NOTES XXX STORM PIPE DEMOLITION XXX FENCE DEMOLITION 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 1.CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION ENTRANCES WHERE NOTED ON EROSION CONTROL PLANS. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING AND PROTECTING ALL KNOWN UTILITIES DURING CONSTRUCTION. 3.CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING EROSION CONTROL MEASURES AFTER RAIN EVENTS AND TAKE CORRECTIVE ACTIONS AS NEEDED. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR KEEPING THE RAINFALL LOG. 4.ALL EROSION CONTROL MEASURED SHALL REMAIN IN PLACE AT THE END OF THIS PACKAGE UNLESS OTHERWISE DIRECTED BY THE RPR OR ENGINEER. 5.CONTRACTOR SHALL REGULARLY CHECK EROSION CONTROL MEASURES AS STATED IN THIS CONTRACT AND ENSURE POSITIVE DRAINAGE ACROSS THE JOB SITE. DEMOLITION IP EXCAVATED DROP INLET PROTECTION EXC. # ROCK INLET SEDIMENT TRAP - TYPE B IST B CAB, HCA DAS WMM 1 100% DESIGN 72 " R C P 72" RCP 72" RCP 72" RCP 72 " R C P 15 " R C P 18" RCP 72" RCP 48" RCP 60 " R C P 72 " R C P 24 " R C P 24 " R C P 48" RC P 30 " R C P 30" R C P 42" RCP 42" RCP 42" R C P 18 " R C P 48" RCP 48" RCP 24" RCP 18 " R C P 36" R C P 36" RC P SAN SAN SAN SAN SAN 8" S S 8" S S 8"S S SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N 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 G GAS GAS GAS GAS GAS GAS GAS GAS SA N SA N SA N SA N SA N WWWWWWW S SA N SA N SA N SA N SA N SA N SA N S S 8" V . C . P . 8" V . C . P . W W W 8"S S SANITARY SEWER MANHOLE RIM 23.92 INV. IN 15.12 (WEST) INV. IN 13.48 (NORTH) INV. OUT 13.48 (SOUTH) S Airport Blvd. TR A D E W I N D S D R I V E AIR P O R T B L V D AIRPORT BLVD 25.0 26. 0 27 . 0 27. 0 28.0 27.0 24. 0 25. 0 26.0 26.027.0 27.0 28.027.0 28.0 23 . 0 24 . 0 25 . 0 26 . 0 22 . 0 23 . 0 24 . 0 25 . 0 26 . 0 27 . 0 23.0 24.0 26 . 0 25 . 0 24 . 0 24.025.0 2 4 . 0 2 5 . 0 24 . 0 23.0 26 . 0 26 . 0 AIR P O R T B L V D AIRPORT BLVD T T T T T A A A A A A A A AAIRP O R T B O U L E V A R D ( P R O P O S E D ) NOV E M B E R L O T ( L O T F ) XXXXXXX X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXX XX X X X X X X X X X X XXXXXXX XXXXXXXXXX XX X X X X X X X X X X X X X X X XXX X X X X X X X X X XX X SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSF LOD LODLOD LO D LO D LOD LOD LOD LODLOD LOD SF SF SF SF IP IP IP IP IP IP IP IP IP IST B IST B RECP LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLOD LO D LODLOD LO D LOD LOD LO D LOD LODLODLODLODLODLODLOD LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D L O D L O D LOD LOD LOD L O D LO D LO D LO D LO D L O D LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD 20.0 21.0 22.0 23.0 24.0 25.0 26.0 23. 0 22. 0 21.0 20.0 19. 0 2 3 . 0 22 . 0 2 7 . 0 26.0 22.0 23. 0 24. 0 24.0 24.0 23.0 25. 0 23. 0 24.0 25.0 26.0 27.0 2 7 . 0 2 6 . 0 2 5 . 0 2 4 . 0 2 3 . 0 2 2 . 0 23.0 25.0 23.023.0 25.0 23.0 22.0 25.0 24.0 23.0 22.021.0 20.0 21.0 22.0 23.0 24.0 25.0 26.0 2 5 . 0 2 4 . 0 23. 0 22.0 24.0 25.0 23.0 24.0 25.0 23.0 24.0 23.0 24. 0 IST B RECP SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, 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 1 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 6 4 5 5 0 \ I L M B P 1 - C G F . d w g Pl o t t e d b y : Ha n n a h A l l e n Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 2 : 2 8 P M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 1 REVISED SINCE 60%11/22/2023 CG-166 NORTH SCALE (IN FEET) 501 INCH = FEET (WHEN PRINTED 34"x22") 50 0 50 100 MATCHLINE SEE CG170 MA T C H L I N E S E E C G 1 6 7 HANGAR 6 FBO HANGAR BUILD I N G 1 0 HANGAR 4 HANGAR 5 HANGAR 2 HANGAR 1 HANGAR 7 HANGAR 3 KEY MAP 01 02 03 0405 EROSION CONTROL PLAN FINAL PHASE (SHEET 1 OF 5) MATCHLINE SEE CG169 LEGEND NOTES XXX STORM PIPE DEMOLITION XXX FENCE DEMOLITION 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 1.CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION ENTRANCES WHERE NOTED ON EROSION CONTROL PLANS. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING AND PROTECTING ALL KNOWN UTILITIES DURING CONSTRUCTION. 3.CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING EROSION CONTROL MEASURES AFTER RAIN EVENTS AND TAKE CORRECTIVE ACTIONS AS NEEDED. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR KEEPING THE RAINFALL LOG. 4.ALL EROSION CONTROL MEASURED SHALL REMAIN IN PLACE AT THE END OF THIS PACKAGE UNLESS OTHERWISE DIRECTED BY THE RPR OR ENGINEER. 5.CONTRACTOR SHALL REGULARLY CHECK EROSION CONTROL MEASURES AS STATED IN THIS CONTRACT AND ENSURE POSITIVE DRAINAGE ACROSS THE JOB SITE. DEMOLITION IP EXCAVATED DROP INLET PROTECTION EXC. # ROCK INLET SEDIMENT TRAP - TYPE B IST B CAB, HCA DAS WMM 1 100% DESIGN 72" R C P 48" R C P 48" RCP 72 " R C P 7 2 " R C P 18" RCP 18 " R C P 18" OVAL 18" RCP 18" RCP 18" RC P 18" RCP 18 " R C P 18 " R C P 15" RCP 15" RCP 15" RC P MH SAN SAN 8" S S 8" S S 8"SS SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SAN SAN SAN SAN SAN SAN SAN SAN SA N SA N 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 GA S G A S GA S GA S GA S GA S GA S GAS GAS W W W W W W W G G 13" X 2 2 " C M P 48" R C P GAS GA S G A S G A S G A S G A S G GAS GAS GAS GAS GAS GAS GAS S SAN SAN SA N SA N SA N SA N S A N SA N SA N SAN SAN W W W W W W W W W W W SAN ABANDONED ABANDON E D 8" S S 4"SS 1 5 " R C P 15" R C P 15" R C P 15 " R C P W W W S 8" V . C . P . W W W W W W W W W W W W W 24 " R C P 24" R C P 30" RCP 30" R C P S A N SAN W W W W 8"SS 8"SS 8" S S 8"SS SAN W W WW 8" WAT E R FB O HANGAR 2 M A I N B U I L D I N G HEWLE T T D R I V E TR A S K D R I V E -0. 9 9 % -1.00% -1.1 1 % MO D E R N A V I A T I O N A C C E S S R O A D M O D E R N A V I A T I O N D R I V E W A Y AIR P O R T B L V D AR F F A C C E S S R O A D -1.86 % -1.3 5 % -1.23% - 1 . 7 7 % -1.33 % -1.02% -1 . 0 0 % -2 . 0 0 % -0 . 6 4 % -0 . 8 5 % 28.0 29. 0 30 . 0 3 1 . 0 29 . 0 31. 0 30 . 0 29. 0 29 . 0 2 9 . 0 28.0 30.0 28.0 27.0 26.0 30.0 2 9 . 0 29.0 29. 0 2 8 . 0 2 8 . 0 28. 0 28. 0 28. 0 28. 0 28. 0 30. 0 29.0 2 8 . 0 28.0 2 9 . 0 28. 0 29. 0 28.0 2 8 . 0 30.0 3 2 . 0 31.0 29.0 2 9 . 0 29.0 2 8 . 5 2 8 . 5 28.5 MO D E R N A V I A T I O N A C C E S S R O A D M O D E R N A V I A T I O N D R I V E W A Y AIR P O R T B L V D AR F F A C C E S S R O A D E E T T T T C T S A A A A A A A A AIRP O R T B O U L E V A R D ( E X I S T I N G ) EXCAVATED INLET PROTECTION TO BE INSTALLED DURING GRADING PHASE OF PROJECT. CONTRACTOR TO GRADE TO FINAL DESIGN ONCE FINAL SITE STABILIZATION HAS BEEN ACHIEVED. X X X X X X X 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 XXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X XX X X X X X X X X X X SF SF SF S F S F S F S F SF SF SF SF S F S F S F SF SF S F S F S F SF S F S F S F SF SF SF SF EXC. #1 EXC. #2 LOD LOD LOD LOD LOD LOD L O D L O D LOD LOD LOD L O D L O D L O D LOD LOD LOD LO D L O D LO D LO D LOD LO D LO D LOD LOD LO D L O D L O D LO D L O D LO D LO D LOD LOD LO D LO D L O D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D L O D LO D LO D LO D LO D LO D LO D L O D L O D L O D L O D LO D LOD LO D LO D L O D L O D L O D LOD LOD L O D L O D LOD LOD L O D L O D L O D L O DLOD L O D L O D L O D L O D LOD L O D LOD L O D LO D LOD LOD LOD LOD LO D LO D LOD LOD LOD LO D LO D LOD LOD LO D LO D LOD LODLODLOD L O D LO D LO D LO D LO D LO D L O D LOD LO D LOD LOD LOD LOD LOD LOD LOD L O D LOD LOD SF S F S F SF SF SF SF SF IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP RECP RECP IP IST B IST B LOD LOD L O D LOD LOD SF IST B IST B IP IP 25. 0 26. 0 27. 0 28.0 29.0 27 . 0 25 . 0 26.0 27.0 27.0 27.0 26.0 24.5 24. 0 25. 0 24.0 26.0 2 5 . 0 26.0 26.0 27.0 27. 0 26.0 25.0 24.0 28.0 29.0 30.0 28.0 27.0 2 6 . 0 29.0 29 . 0 2 8 . 0 28.5 2 8 . 0 2 8 . 0 3 1 . 0 3 0 . 0 35.0 34. 0 28 . 5 28 . 5 29 . 0 2 9 . 0 29 . 0 27. 0 28 . 0 RECP SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, 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 1 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 6 4 5 5 0 \ I L M B P 1 - C G F . d w g Pl o t t e d b y : Ha n n a h A l l e n Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 2 : 2 8 P M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 1 REVISED SINCE 60%11/22/2023 CG-167 NORTH SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 MA T C H L I N E S E E C G 1 6 6 HANGAR 6 FBO HANGAR BUILD I N G 1 0 HANGAR 4 HANGAR 5 HANGAR 2 HANGAR 1 HANGAR 7 HANGAR 3 KEY MAP 01 02 03 0405 EROSION CONTROL PLAN FINAL PHASE (SHEET 2 OF 5) MA T C H L I N E S E E C G 1 6 8 MATCHLINE SEE CG168 LEGEND NOTES XXX STORM PIPE DEMOLITION XXX FENCE DEMOLITION 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 1.CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION ENTRANCES WHERE NOTED ON EROSION CONTROL PLANS. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING AND PROTECTING ALL KNOWN UTILITIES DURING CONSTRUCTION. 3.CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING EROSION CONTROL MEASURES AFTER RAIN EVENTS AND TAKE CORRECTIVE ACTIONS AS NEEDED. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR KEEPING THE RAINFALL LOG. 4.ALL EROSION CONTROL MEASURED SHALL REMAIN IN PLACE AT THE END OF THIS PACKAGE UNLESS OTHERWISE DIRECTED BY THE RPR OR ENGINEER. 5.CONTRACTOR SHALL REGULARLY CHECK EROSION CONTROL MEASURES AS STATED IN THIS CONTRACT AND ENSURE POSITIVE DRAINAGE ACROSS THE JOB SITE. DEMOLITION IP EXCAVATED DROP INLET PROTECTION EXC. # ROCK INLET SEDIMENT TRAP - TYPE B IST B CAB, HCA DAS WMM 1 100% DESIGN 18 " R C P 24 " R C P 12 " R C P 12 " R C P 24 " R C P 15" RCP 15" RC P 15" RCP 15" RC P 15" RCP MH MH SAN SAN SAN SAN SAN SAN SAN SAN SA N SA N SA N SA N SA N W SAN SAN S S W W W W W W W W W W W W W GAS GAS GAS GAS GAS GASW W W W W W G A S G A S G G SSANSANSAN 18" RCP 3 0 " R C P 30 " R C P 48" R C P 18 " R C P 18" RCP 18 " R C P W SAN S 30 " R C P W W W W W W W W W W W W W W W W W 8" WAT E R 8" WAT E R 8" W A T E R W SA N SA N SAN SA N SA N S S A N SAN SAN W W W W 8" S S 8"SS HANGAR 6 HANGAR 5 HANGAR 2 HANGAR 7 HANGAR 3 -0. 9 9 % - 1 . 0 0 % -1.00% -1.1 1 % -2.1 9 % -1. 5 3 % -0. 9 8 % - 0 . 6 4 % -1 . 0 0 % - 0 . 6 3 % -1 . 0 1 % - 0 . 9 3 % -1. 6 1 % - 1 . 1 1 % -0.65 % -1. 0 3 % -1. 6 2 % -0.9 6 % -1. 6 6 % -0.97 % MO D E R N A V I A T I O N A C C E S S R O A D ARFF ACCESS ROAD -0.9 6 % -0 . 6 4 % -0 . 8 5 % 29 . 0 2 9 . 0 29.0 2 9 . 0 29.0 2 8 . 0 28.0 29.0 2 9 . 0 29.0 28.0 28 . 0 28 . 0 28 . 0 2 8 . 0 28 . 0 29 . 0 29 . 0 29.0 28.5 MO D E R N A V I A T I O N A C C E S S R O A D ARFF ACCESS ROAD E E E E E T T T T T T T T T T T T T T XX XX XX XX XX XX XX XX XX XX X X XX XX XX XX X X XX EXCAVATED INLET PROTECTION TO BE INSTALLED DURING GRADING PHASE OF PROJECT. CONTRACTOR TO GRADE TO FINAL DESIGN ONCE FINAL SITE STABILIZATION HAS BEEN ACHIEVED. EXCAVATED INLET PROTECTION TO BE INSTALLED DURING GRADING PHASE OF PROJECT. CONTRACTOR TO GRADE TO FINAL DESIGN ONCE FINAL SITE STABILIZATION HAS BEEN ACHIEVED. 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 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 XXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X SF SF SF S F S F S F SF SF S F S F S F EXC. #3 EXC. #4 EXC. #5 EXC. #6 LO D LO D LO D LO D L O D LO D LO D LO D LO D LO D LO D L O D L O D L O D L O D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LOD LOD LOD LOD LOD LOD LO D LO D L O D L O D L O D LO D LODLOD LO D L O D L O D L O D L O D L O D L O D LOD LO D L O D L O D LO D LODLODLODLODLODLODLODLODLODLODLODLOD LO D LO D LO D LO D LOD LO D LO D LO D LOD LOD LO D LOD LOD LOD LOD LOD LOD LO D LOD LO D LO D L O D LO D LO D L O D L O D L O D LOD LOD L O D L O D LOD LOD L O D L O D L O D L O D SF SF RSC B IP IP IP IP IP IP IPIP IST B IP IP RSC B RSC B 28.5 2 8 . 0 2 8 . 0 3 1 . 0 3 0 . 0 36.0 35.0 34. 0 29.0 29.0 28.0 28 . 0 27 . 0 27. 0 28 . 0 28.0 27 . 0 29 . 0 28.0 29.0 28.0 SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, 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 1 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 6 4 5 5 0 \ I L M B P 1 - C G F . d w g Pl o t t e d b y : Ha n n a h A l l e n Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 2 : 2 9 P M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 1 REVISED SINCE 60%11/22/2023 CG-168 NORTH SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 MA T C H L I N E S E E C G 1 6 7 HANGAR 6 FBO HANGAR BUILD I N G 1 0 HANGAR 4 HANGAR 5 HANGAR 2 HANGAR 1 HANGAR 7 HANGAR 3 KEY MAP 01 02 03 0405 EROSION CONTROL PLAN FINAL PHASE (SHEET 3 OF 5) MATCHLINE SEE CG167 LEGEND NOTES XXX STORM PIPE DEMOLITION XXX FENCE DEMOLITION 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 1.CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION ENTRANCES WHERE NOTED ON EROSION CONTROL PLANS. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING AND PROTECTING ALL KNOWN UTILITIES DURING CONSTRUCTION. 3.CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING EROSION CONTROL MEASURES AFTER RAIN EVENTS AND TAKE CORRECTIVE ACTIONS AS NEEDED. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR KEEPING THE RAINFALL LOG. 4.ALL EROSION CONTROL MEASURED SHALL REMAIN IN PLACE AT THE END OF THIS PACKAGE UNLESS OTHERWISE DIRECTED BY THE RPR OR ENGINEER. 5.CONTRACTOR SHALL REGULARLY CHECK EROSION CONTROL MEASURES AS STATED IN THIS CONTRACT AND ENSURE POSITIVE DRAINAGE ACROSS THE JOB SITE. DEMOLITION IP EXCAVATED DROP INLET PROTECTION EXC. # ROCK INLET SEDIMENT TRAP - TYPE B IST B CAB, HCA DAS WMM 1 100% DESIGN 7 2 " R C P 24 " R C P 24" RCP 48 " R C P 36" RC P 36" R C P 18" R C P 24 " R C P 2 4 " R C P 1 8 " R C P 36" RCP 2 4 " R C P 36" R C P 24" R C P 18 " R C P 15" R C P 15" R C P 36" R C P 15" RCP 24" RCP SA N SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN S A N SS 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 18"RCP (PLUGGED) 12"RCP (PLUGGED) 15" R C P 15" R C P 15"R C P 15"R C P 24" R C P 24" R C P 1 2 " R C P 15" R C P 15" R C P 24"RCP 15 " R C P 48" R C P 18"RCP (PLUGGED) S A N S A N S A N S A N C A P P E D 1 0 " A B A N D O N E D S A N I T A R Y S E W E R A B A N D O N E D S A N I T A R Y S E W E R S 1 2 " W 12 " 6" GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GA S GA S G A S G A S G A S G A S G A S GA S GA S GAS GAS GAS GAS GAS GAS PLUGGED W WW WW W W W W W SAN 48"RC P 48"RC P 15"R C P 18 " R C P 23.0 22.0 23 . 0 24.0 25.0 23.0 23 . 0 24. 0 25. 0 26 . 0 25.0 25.0 24. 0 T E 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 T T T T T T T T T 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 E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E 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 T T T T T T T T UTV UTV TV E E T lp T T T T T T 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 E E E E E E E E E E E E E E E EME R G E N C Y A C C E S S R O A D XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXX 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 SF SF SF SF SF SF SF SF SF SFSF SF SF SF SF S F S F SF SF SFSF IP RECP RECP L O D L O D L O D L O D LO D L O D LOD LO D LOD LODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD L O D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D L O D LO D LOD LOD LOD LOD LOD LODLOD LOD 16. 0 18 . 0 2 1 . 0 19 . 0 20 . 0 17 . 0 18. 0 19. 0 20.0 21.0 22.0 23.0 2 0 . 0 2 2 . 0 2 3 . 0 2 3 . 0 24.0 23.0 25. 0 26.0 26.0 26 . 0 24. 0 23. 0 26.026.0 26.0 26.0 26.0 25.0 24.0 22.0 25 . 0 23. 0 21 . 0 23 . 0 24 . 0 22 . 0 26.0 25.0 24.0 23. 0 22.0 22 . 0 2 4 . 0 25.0 26 . 0 26 . 0 26. 0 33.0 34.0 35.0 36. 0 37.0 38.0 39.0 40.0 32.0 31.0 30.0 29.0 28.0 2 7 . 0 25.0 24.0 23.0 2 2 . 0 2 3 . 0 22 . 0 22 . 0 23 . 0 24 . 0 25 . 0 25.0 26.0 RECP SF SF SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, 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 1 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 6 4 5 5 0 \ I L M B P 1 - C G F . d w g Pl o t t e d b y : Ha n n a h A l l e n Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 2 : 2 9 P M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 1 REVISED SINCE 60%11/22/2023 CG-169 NORTH SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 MA T C H L I N E S E E C G 1 7 0 HANGAR 6 FBO HANGAR BUILD I N G 1 0 HANGAR 4 HANGAR 5 HANGAR 2 HANGAR 1 HANGAR 7 HANGAR 3 KEY MAP 01 02 03 0405 EROSION CONTROL PLAN FINAL PHASE (SHEET 4 OF 5) MATCHLINE SEE CG166 LEGEND NOTES XXX STORM PIPE DEMOLITION XXX FENCE DEMOLITION 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 1.CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION ENTRANCES WHERE NOTED ON EROSION CONTROL PLANS. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING AND PROTECTING ALL KNOWN UTILITIES DURING CONSTRUCTION. 3.CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING EROSION CONTROL MEASURES AFTER RAIN EVENTS AND TAKE CORRECTIVE ACTIONS AS NEEDED. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR KEEPING THE RAINFALL LOG. 4.ALL EROSION CONTROL MEASURED SHALL REMAIN IN PLACE AT THE END OF THIS PACKAGE UNLESS OTHERWISE DIRECTED BY THE RPR OR ENGINEER. 5.CONTRACTOR SHALL REGULARLY CHECK EROSION CONTROL MEASURES AS STATED IN THIS CONTRACT AND ENSURE POSITIVE DRAINAGE ACROSS THE JOB SITE. DEMOLITION IP EXCAVATED DROP INLET PROTECTION EXC. # ROCK INLET SEDIMENT TRAP - TYPE B IST B CAB, HCA DAS WMM 1 100% DESIGN 18 " R C P 8"SS 8"SS SAN SAN SAN S A N S A N S A N S A N S A N SAN SAN SAN SAN SAN SAN SAN SA N SA 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 GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS 48 " R C P 48 " R C P W W W W W W W W W GAS GAS GAS GAS GAS S A N S A N S A N S A N S 12"WL (SIZE PROVIDED BY CFPUA) 12" WL (SIZE PROVIDED BY CFPUA) 8" W L ( S I Z E P R O V I D E D B Y C F P U A ) GAS GAS GAS GAS GAS SA N SA N SA N W W W W W W W W W 8" WATER S8" PVC 8" PV C SAN SAN SAN W W W W W W SAN SAN SA N SA N S S SA N SA N SA N SA N SA N SA N S W W W W W W W W 18" RCP 1 0 " S S 1 0 " S S 23.0 22 . 0 21 . 0 22. 0 23 . 0 2 4 . 0 2 5 . 0 19 . 0 20 . 0 21 . 0 22 . 0 23 . 0 21 . 0 24 . 0 23 . 0 22 . 0 22 . 0 E E E 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 T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T TEEEEEEEEEEEEEEEEEEEEEEEEEE T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T X SF SF SF SF SF SF S F S F SF S F S F S F S F S F SF SF SF S F S F SF S F SF SF SF SF RECP RECP LODLODLOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D L O D L O D LO D LO D L O D L O D LO D LO D LO D LO D LOD LO D LODLOD LO D L O D LO D L O D L O D L O D L O D L O D L O D L O D LO D LO D L O D L O D LOD L O D L O D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD 24.0 25.0 25. 0 24 . 0 23. 0 22. 0 27.0 26.0 24.0 23.0 17.0 18.0 19.0 20.0 21.0 22.0 24.0 24.0 23.0 22 . 0 7. 0 9. 0 11 . 0 13 . 0 15 . 0 17 . 0 19 . 0 21 . 0 23 . 0 22.0 23.0 24 . 024.0 24.0 RECP RECP RECP RECP SF SF SF SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, 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 1 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 6 4 5 5 0 \ I L M B P 1 - C G F . d w g Pl o t t e d b y : Ha n n a h A l l e n Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 2 : 2 9 P M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 1 REVISED SINCE 60%11/22/2023 CG-170 NORTH SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 MATCHLINE SEE CG166 MA T C H L I N E S E E C G 1 6 9 HANGAR 6 FBO HANGAR BUILD I N G 1 0 HANGAR 4 HANGAR 5 HANGAR 2 HANGAR 1 HANGAR 7 HANGAR 3 KEY MAP 01 02 03 0405 EROSION CONTROL PLAN FINAL PHASE (SHEET 5 OF 5) LEGEND NOTES XXX STORM PIPE DEMOLITION XXX FENCE DEMOLITION 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 1.CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION ENTRANCES WHERE NOTED ON EROSION CONTROL PLANS. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING AND PROTECTING ALL KNOWN UTILITIES DURING CONSTRUCTION. 3.CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING EROSION CONTROL MEASURES AFTER RAIN EVENTS AND TAKE CORRECTIVE ACTIONS AS NEEDED. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR KEEPING THE RAINFALL LOG. 4.ALL EROSION CONTROL MEASURED SHALL REMAIN IN PLACE AT THE END OF THIS PACKAGE UNLESS OTHERWISE DIRECTED BY THE RPR OR ENGINEER. 5.CONTRACTOR SHALL REGULARLY CHECK EROSION CONTROL MEASURES AS STATED IN THIS CONTRACT AND ENSURE POSITIVE DRAINAGE ACROSS THE JOB SITE. DEMOLITION IP EXCAVATED DROP INLET PROTECTION EXC. # ROCK INLET SEDIMENT TRAP - TYPE B IST B CAB, HCA DAS WMM 1 100% DESIGN SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 1 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 6 4 5 5 0 \ I L M B P 1 - C G - 1 8 1 - 1 8 4 . d w g Pl o t t e d b y : Ro b L o v i n g Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 5 : 2 1 P M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 100% DESIGN NORTH 11/22/2023 1 REVISED SINCE 60%11/22/2023 JKG ECS JKG EROSION AND SEDIMENT CONTROL DETAILS (SHEET 1 OF 4) CG-181 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 THE PROJECT 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 MADE IMMEDIATELY. 4.DURING CONSTRUCTION, ALL STORM DRAIN INLETS WILL BE PROTECTED BY SILT TRAPS, MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION 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 IS IMPERATIVE THAT STRICT DUST CONTROL BE MAINTAINED SO THAT DAMAGE OR NUISANCE TO THE AREAS AND FACILITIES DESCRIBED ABOVE 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 CPM 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 CPM AND OWNER. THE CPM AND OWNER 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 TO CONFORM 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 THICK TO 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 TO USE THAT METHOD. THE CONTRACTOR SHALL SEQUENCE THE WORK SO THAT AREAS OF STANDING WATER ARE NOT CREATED. THE CONTRACTOR 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 STANDARD SPECIFICATIONS. ALL SEED WILL BE SUBJECT TO SAMPLING BY THE ENGINEER, OR BY AN AUTHORIZED REPRESENTATIVE OF THE NORTH CAROLINA 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. MILLET GRASS IS 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 AREAS AND 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 SOIL TESTS 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 TO AVOID 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 SURFACE DRAINAGE. SEEDING OF GRADED AREAS IS TO BE DONE IMMEDIATELY AFTER FINISHED GRADES ARE OBTAINED AND SEEDBED PREPARATION IS 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 SEQUENCE MUST 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 DEPTH OF 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 WITHSTAND THE VELOCITY OF FLOW SPECIFIED IN THE CHANNEL DESIGN (APPENDIX 8.05 OF THE EROSION AND SEDIMENTATION CONTROL AND 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 VEGETATIVE PLAN. SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF THE SITE WHERE LAND-DISTURBING ACTIVITIES HAVE TEMPORARILY 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 CAB, HCA DAS WMM 1 SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 1 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 6 4 5 5 0 \ I L M B P 1 - C G - 1 8 1 - 1 8 4 . d w g Pl o t t e d b y : Ro b L o v i n g Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 5 : 2 2 P M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 100% DESIGN NORTH 11/22/2023 1 REVISED SINCE 60%11/22/2023 JKG ECS JKG EROSION AND SEDIMENT CONTROL DETAILS (SHEET 2 OF 4) CG-182 SF CAB, HCA DAS WMM 1 SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 1 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 6 4 5 5 0 \ I L M B P 1 - C G - 1 8 1 - 1 8 4 . d w g Pl o t t e d b y : Ro b L o v i n g Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 5 : 2 2 P M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 100% DESIGN NORTH 11/22/2023 1 REVISED SINCE 60%11/22/2023 JKG ECS JKG EROSION AND SEDIMENT CONTROL DETAILS (SHEET 3 OF 4) CG-183 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 WATE R FLOW 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 " M I N @ CE N T E R CAB, HCA DAS WMM 1 SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 1 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 6 4 5 5 0 \ I L M B P 1 - C G - 1 8 1 - 1 8 4 . d w g Pl o t t e d b y : Ro b L o v i n g Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 5 : 2 2 P M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 100% DESIGN NORTH 11/22/2023 1 REVISED SINCE 60%11/22/2023 JKG ECS JKG EROSION AND SEDIMENT CONTROL DETAILS (SHEET 4 OF 4) CG-184 NCG01 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19 EFFECTIVE: 04/01/19 GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH THE NCG01 CONSTRUCTION GENERAL PERMIT Implementing the details and specifications on this plan sheet will result in the construction activity being considered compliant with the Ground Stabilization and Materials Handling sections of the NCG01 Construction General Permit (Sections E and F, respectively). The permittee shall comply with the Erosion and Sediment Control plan approved by the delegated authority having jurisdiction. All details and specifications shown on this sheet may 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 the techniques in the table below: POLYACRYLAMIDES (PAMS) AND FLOCCULANTS 1.Select flocculants that are appropriate for the soils being exposed during construction, 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 Approved PAMS/Flocculants and in accordance with the manufacturer's instructions. 4.Provide ponding area for containment of treated Stormwater before discharging offsite. 5.Store flocculants in leak-proof containers that are kept under storm-resistant cover or 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 the project. 4.Collect all spent fluids, store in separate containers and properly dispose as hazardous waste (recycle when possible). 5.Remove leaking vehicles and construction equipment from service until the problem has been corrected. 6.Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products to 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, trash receptacle) on site to contain construction and domestic wastes. 3.Locate waste containers at least 50 feet away from storm drain inlets and surface waters unless no other alternatives are reasonably available. 4.Locate waste containers on areas that do not receive substantial amounts of runoff from 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 or provide 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 if containers 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 surface waters 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 from construction 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 foot offset is not attainable, provide relocation of portable toilet behind silt fence or place on a gravel pad and surround with sand bags. 2.Provide staking or anchoring of portable toilets during periods of high winds or in high foot 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 replace with properly operating unit. HERBICIDES, PESTICIDES AND RODENTICIDES 1.Store and apply herbicides, pesticides and rodenticides in accordance with label restrictions. 2.Store herbicides, pesticides and rodenticides in their original containers with the label, which lists directions for use, ingredients and first aid steps in case of accidental poisoning. 3.Do not store herbicides, pesticides and rodenticides in areas where flooding is possible or where they may spill or leak into wells, stormwater drains, ground water or 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 local and state solid waste regulations and at an approved facility. 3.Manage washout from mortar mixers in accordance with the above item and in addition place the mixer and associated materials on impervious barrier and within lot perimeter silt fence. 4.Install temporary concrete washouts per local requirements, where applicable. If an alternate method or product is to be used, contact your approval authority for review and approval. If local standard details are not available, use one of the two types of temporary concrete washouts provided on this detail. 5.Do not use concrete washouts for dewatering or storing defective curb or sidewalk sections. Stormwater accumulated within the washout may not be pumped into or discharged to the storm drain system or receiving surface waters. Liquid waste must be pumped out and removed from project. 6.Locate washouts at least 50 feet from storm drain inlets and surface waters unless it can 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 receive spills or overflow. 7.Locate washouts in an easily accessible area, on level ground and install a stone entrance pad in front of the washout. Additional controls may be required by the approving authority. 8.Install at least one sign directing concrete trucks to the washout within the project limits. Post signage on the washout itself to identify this location. 9.Remove leavings from the washout when at approximately 75% capacity to limit overflow events. Replace the tarp, sand bags or other temporary structural components when no longer functional. When utilizing alternative or proprietary products, follow manufacturer's instructions. 10.At the completion of the concrete work, remove remaining leavings and dispose of in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance caused by removal of washout. EARTHEN STOCKPILE MANAGEMENT 1.Show stockpile locations on plans. Locate earthen-material stockpile areas at least 50 feet away from storm drain inlets, sediment basins, perimeter sediment controls and surface waters unless it can be shown no other alternatives are reasonably available. 2.Protect stockpile with silt fence installed along toe of slope with a minimum offset of five 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 accordance with the approved plan and any additional requirements. Soil stabilization is defined as vegetative, physical or chemical coverage techniques that will restrain accelerated erosion 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 ' MA X . 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 PROVIDE ADEQUATE HOLDING CAPACITY WITH AMINIMUM 12 INCHES OF FREEBOARD. 3.CONCRETE WASHOUT STRUCTURE NEEDSTO BE CLEARY MARKED WITH SIGNAGENOTING DEVICE. ONSITE CONCRETE WASHOUT STRUCTURE 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 temporary ground stabilization shall be converted to permanent ground stabilization as soon as practicable but in no case longer than 90 calendar days after the last land disturbing activity. Temporary ground stabilization shall be maintained in a manner to render the surface 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 unless there is zero slope Stabilize within this many calendar days after ceasing land disturbance 7 7 7 14 None None (a)Perimeter dikes, swales, ditches, and perimeter slopes (b)High Quality Water (HQW) Zones (c)Slopes steeper than 3:1 If slopes are 10' or less in length and are not steeper than 2:1, 14 days are allowed (d)Slopes 3:1 to 4:1 (e)Areas with slopes flatter than 4:1 14 -7 days for slopes greater than 50' in length and with slopes steeper than 4:1 -7 days for perimeter dikes, swales, ditches, perimeter slopes and HQW Zones -10 days for Falls Lake Watershed NCG01 SELF-INSPECTION, RECORDKEEPING AND REPORTING PART III SELF-INSPECTION, RECORDKEEPING AND REPORTING SECTION A: SELF-INSPECTION Self-inspections are required during normal business hours in accordance with the table below. When adverse weather or site conditions would cause the safety of the inspection personnel to be in jeopardy, the inspection may be delayed until the next business day on which it is safe to perform the inspection. In addition, when a storm event of equal to or greater than 1.0 inch occurs outside of normal business hours, the self-inspection shall be performed upon the commencement of the next business day. Any time when inspections were 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. The approved 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 shall record the required observations on the Inspection Record Form provided by the Division or a similar inspection form that includes all the required elements. Use of electronically-available records in lieu of the required paper copies will be allowed if shown to provide equal access and utility as the hard-copy records. PART III SELF-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 311 of 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 the environment. 2.Reporting Timeframes and Other Requirements After a permittee becomes aware of an occurrence that must be reported, he shall contact the appropriate Division regional office within the timeframes and in accordance with the other requirements listed below. Occurrences outside normal business hours may also be reported 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 down for 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. EXC. # CAB, HCA DAS WMM 1 FBO MAI N B U I L D I N G HEW L E T T D R I V E TR A S K D R I V E 50 00 + 51 00 + 52 00 + 53 00+ 54 00+ 55 00+ 56 00+ 57 00+58 00+59 00+60 00+ 61 00+ 62 00+ 63 00+ 2% 1 0 0 0 + 11 00 + 1200+1300+ 1400+ 1500+ 16 00+ 17 00+ 18 00+ 1 9 00 + 10 00 + 11 00 + 12 00 + 0 0 + 13 00+ 14 00+ CL: MODERN AVIATION DRIVEWAY CL: MODERN AVIATION ACCESS ROAD CL: AIRPORT BOULEVARD CL: ARFF ACCESS ROAD 2'-6" CURB & GUTTER 2'-6" CURB & GUTTER NO V E M B E R L O T BEGIN PAVEMENT: STA 50+85.47 0 0 54 00 + 55 00 + R7. 5 0 ' R5 0 . 0 0 ' AIRPORT BLVD STA 50+85.47, 12.00' R BEGIN 2'-6" CURB & GUTTER (R) EL: 32.027' 24 . 0 0 ' AIRPORT BOULEVARD STA 53+20.28, 24.00' R AIRPORT BOULEVARD STA 54+68.79, 12.00' R R 7 4 . 0 0 ' R1 2 0 0 . 0 0 ' BEGIN ALIGNMENT CL AIRPORT BLVD: STA 50+00.00 AIRPORT BOULEVARD STA 56+02.41, 14.50' L BEGIN 2'-6" CURB & GUTTER (L) ARFF A C C E S S R O A D AIRPORT BLVD AIRPORT BOULEVARD STA 56+72.39, BEGIN 2'-6" CURB & GUTTER AIRPORT BLVD STA 50+66.63, 59.15' R END 2'-6" CURB & GUTTER (R) AIRPORT BLVD STA 51+24.30, 58.80' R BEGIN 2'-6" CURB & GUTTER (R) AIRPORT BOULEVARD STA 61+11.43, 26.50'' L END 2'-6" CURB & GUTTER (L) 60 39+ 61 00+ 62 00+ 63 00+ CL: NOVEMBER LOT EXIT RAMP CL: NOVEMBER LOT EXIT RAMP 2% 1% GRADE BREAKLINE 2% BEGIN CROSS SLOPE TRANSITION FROM 1% TO 2%: STA 51+43.40 END CROSS SLOPE TRANSITION FROM 1% TO 2%: STA 51+93.40 AIRPORT BLVD STA 51+43.29, 24.00' R EL: 31.881' AIRPORT BLVD STA 51+13.79, 34.66' R EL: 31.191' AIRPORT BLVD STA 51+08.16, 39.82' R EL: 31.032' AIRPORT BLVD STA 50+91.00, 23.82' R EL: 31.12' CL: TEMPORARY AIRPORT BLVD EXIT AIRPORT BOULEVARD PROFILE 10 15 20 25 30 35 40 45 50 10 15 20 25 30 35 40 45 50 0.50% -0.45% 150.00' VC LOW POINT STA = 61+35.71 LOW POINT ELEV = 27.30 K = 158.14 PVI STA = 61+40.00 PVI ELEV = 27.12 BV C S : 6 0 + 6 5 . 0 0 BV C E : 2 7 . 4 5 EV C S : 6 2 + 1 5 . 0 0 EV C E : 2 7 . 4 9 PV I S T A = 5 0 + 8 5 . 4 7 PV I E L E V = 3 1 . 8 3 29 . 9 2 50+50 29 . 2 8 31 . 7 7 51+00 29 . 2 3 31 . 5 4 27 . 9 7 31 . 3 2 52+00 26 . 4 3 31 . 1 0 28 . 4 5 30 . 8 7 53+00 27 . 6 9 30 . 6 5 28 . 7 6 30 . 4 3 54+00 28 . 2 3 30 . 2 0 30 . 4 2 29 . 9 8 55+00 28 . 5 3 29 . 7 6 29 . 5 4 29 . 5 3 56+00 29 . 3 4 29 . 3 1 28 . 3 9 29 . 0 9 57+00 27 . 9 3 28 . 8 6 28 . 2 7 28 . 6 4 58+00 28 . 5 4 28 . 4 1 27 . 7 4 28 . 1 9 59+00 27 . 0 1 27 . 9 7 26 . 0 6 27 . 7 4 60+00 26 . 5 7 27 . 5 2 25 . 3 8 27 . 3 4 61+00 20 . 8 3 27 . 3 0 25 . 8 2 27 . 4 3 62+00 26 . 0 1 27 . 6 7 62+50 EXISTING GROUND PROPOSED GRADE: AIRPORT BOULEVARD EX I S T I N G PR O P O S E D PROPOSED 42" CLASS III RCP PIPE M A T C H L I N E S T A 6 2 + 5 0 . 0 0 AIRPORT BLVD PLAN AND PROFILE (SHEET 1 OF 3) CP-100 NOTES JRL KT JKG SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, 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 1 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p a t e b \ d 0 4 6 4 5 5 0 \ I L M B P 1 - C P - 1 0 0 . d w g Pl o t t e d b y : Pa t e , B r i c e Pl o t t e d o n : 11 / 2 0 / 2 0 2 3 9 : 2 3 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 NOT RELEASED FOR CONSTRUCTION 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 NORTH LEGEND ASPHALT PAVEMENT (A/CP303) CONCRETE SIDEWALK RETAINING WALL SECURITY FENCING CONCRETE PAVEMENT (C/CP303) ASPHALT PAVEMENT (B/CP303) TEMPORARY PAVEMENT PROPOSED COMBINATION INLET PROPOSED STORM DRAINAGE LINE EXISTING STORM DRAINAGE LINE 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022, SURVEY. b.NOVEMBER LOT IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. 2.ADDITIONAL SURVEY IN PROCESS. 3.REFER TO SHEETS CS100-CS110 FOR GEOMETRY LAYOUT INFORMATION. 4.REFER TO DRAINAGE SHEETS CG140-CG151 FOR DRAINAGE AND UTILITIES 5.REFER TO TRAFFIC CONTROL PLAN SHEETS GC031-GC033 FOR CONSTRUCTION SEQUENCE 6.REFER TO SHEETS CP301-CP302 for TYPICAL SECTIONS 1 6 2 0 0 + 6 3 00 + 64 00 + 65 00+ 66 00+ 67 00+68 00+69 00+ 2% 53 . 0 0 ' CL: AIRPORT BOULEVARD 2'-6" CURB & GUTTER 48 . 0 0 ' AIRPORT BLVD H E W L E T T D R I V E END AIRPORT BLVD: STA 70+10.21 END AIRPORT BOULEVARD EXIT: STA 21+28.25 F.S.E. (4%) STA 68+68.89 BEGIN SUPER TRANSITION TYPE III BARRICADE R5 5 0 . 0 0 ' AIRPORT BOULEVARD STA 67+03.32, 24.00' L AIRPORT BOULEVARD STA 65+98.43, 36.00' L AIRPORT BOULEVARD STA 62+99.59, 38.50'' L BEGIN 2'-6" CURB & GUTTER (L) 0 0 + 6 3 00 + CL: NOVEMBER LOT EXIT RAMP AIRPORT BOULEVARD PROFILE 10 15 20 25 30 35 40 45 50 10 15 20 25 30 35 40 45 50 -0.35% 150.00' VC PVI STA = 63+55.00 PVI ELEV = 28.20 K = 176.19 HIGH POINT STA: 63+68.34 HIGH POINT ELEV: 28.04 BV C S : 6 2 + 8 0 . 0 0 BV C E : 2 7 . 8 2 EV C S : 6 4 + 3 0 . 0 0 EV C E : 2 7 . 9 3 PV I S T A = 7 0 + 1 0 . 2 1 PV I E L E V = 2 5 . 9 0 26 . 0 1 27 . 6 7 62+50 26 . 4 1 27 . 9 1 63+00 26 . 9 8 28 . 0 3 27 . 4 9 28 . 0 1 64+00 26 . 9 8 27 . 8 6 27 . 0 6 27 . 6 9 65+00 26 . 6 1 27 . 5 1 24 . 4 2 27 . 3 4 66+00 24 . 2 9 27 . 1 6 24 . 3 4 26 . 9 9 67+00 24 . 5 1 26 . 8 1 23 . 2 5 26 . 6 4 68+00 22 . 6 2 26 . 4 6 22 . 2 6 26 . 2 9 69+00 21 . 9 2 26 . 1 1 23 . 3 6 25 . 9 4 70+00 70+50 EXISTING GROUND PROPOSED GRADE: AIRPORT BOULEVARD EX I S T I N G PR O P O S E D PROPOSED 15" CLASS III RCP PIPE MAT C H L I N E S T A 6 2 + 5 0 . 0 0 AIRPORT BLVD PLAN AND PROFILE (SHEET 2 OF 3) CP-101 JRL KT JKG SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, 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 1 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p a t e b \ d 0 4 6 4 5 5 0 \ I L M B P 1 - C P - 1 0 0 . d w g Pl o t t e d b y : Pa t e , B r i c e Pl o t t e d o n : 11 / 2 0 / 2 0 2 3 9 : 2 3 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 NOT RELEASED FOR CONSTRUCTION 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 MA T C H L I N E C L A I R P O R T B L V D S T A 7 0 + 1 0 . 2 1 = MA T C H L I N E C L A I R P O R T B L V D E X I T S T A 2 1 + 2 8 . 2 5 = N O R T H LEGEND ASPHALT PAVEMENT (A/CP303) CONCRETE SIDEWALK RETAINING WALL SECURITY FENCING CONCRETE PAVEMENT (C/CP303) ASPHALT PAVEMENT (B/CP303) TEMPORARY PAVEMENT PROPOSED COMBINATION INLET PROPOSED STORM DRAINAGE LINE EXISTING STORM DRAINAGE LINE NOTES 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022, SURVEY. b.NOVEMBER LOT IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. 2.ADDITIONAL SURVEY IN PROCESS. 3.REFER TO SHEETS CS100-CS110 FOR GEOMETRY LAYOUT INFORMATION. 4.REFER TO DRAINAGE SHEETS CG140-CG151 FOR DRAINAGE AND UTILITIES 5.REFER TO TRAFFIC CONTROL PLAN SHEETS GC031-GC033 FOR CONSTRUCTION SEQUENCE 6.REFER TO SHEETS CP301-CP302 for TYPICAL SECTIONS 1 69 00 + 10 00+11 00+12 00+13 00+14 00+15 00+16 00+17 00+18 00+ 19 00+ 20 00+ 21 00 + 10 00 + 11 00 + CL: AIRPORT BOULEVARD EXIT AIRPORT BLVD AIRPORT BLVD BEGIN AIRPORT BLVD EXIT: 10+00.00 END AIRPORT BLVD: STA 70+10.21 END AIRPORT BOULEVARD EXIT: STA 21+28.25 F.S.E. (4%) PC : 1 8 + 2 4 . 8 1 BEGIN PAVEMENT: STA 14+14.98 2% CL: AIRPORT BOULEVARD EXIT 24 . 0 0 ' R 2 5 0 . 0 0 ' 2. 0 0 ' AIRPORT BLVD EXIT: STA 18+49.14 BEGIN F.S.E. (4%) AIRPORT BLVD EXIT: STA 18+12.64 BEGIN SUPER TRANSITION FROM 2% S.E. TO 4% F.S.E. 12 . 0 0 ' MATCH EXISTING GRADE AND ELEVATION R33.00'R45.00' AIRPORT BLVD EXIT: STA 14+14.98, 14.00' R BEGIN 2' SHLDR AIRPORT BLVD EXIT: STA 14+39.04, 18.00' R END 6' SHLDR AIRPORT BLVD EXIT: STA 14+17.14, 102.00' R MATCH EXISTING PAVEMENT AIRPORT BLVD EXIT: STA18+24.81, 18.00' R AIRPORT BLVD EXIT: STA 20+31.09 BEGIN 2' SHLDR AIRPORT BLVD EXIT: STA 15+49.56, 26.00' R AIRPORT BLVD EXIT: STA 15+48.78, 88.00' R 2' SHLDR TYPE III BARRICADE AIRPORT BLVD EXIT: STA17+24.81, 18.00' R AIRPORT BLVD EXIT: STA 14+14.98, 14.00' L BEGIN 2' SHLDR AIRPORT BLVD EXIT: STA 16+49.43, 101.01' R MATCH EXISTING PAVEMENT AIRPORT BLVD EXIT: STA 17+53.48, 88.81' R MATCH EXISTING PAVEMENT 36 . 0 0 ' AIRPORT BLVD EXIT: STA 20+41.23, 44.14' R END 2'-6" CURB & GUTTER CL: EMERGENCY ACCESS RD AIRPORT BLVD EXIT: STA 14+61.60, 57.30' R MATCH EXISTING PAVEMENT AIRPORT BOULEVARD EXIT (1) PROFILE 10 15 20 25 30 35 40 45 50 10 15 20 25 30 35 40 45 50 -0.09%0.26% PV I S T A = 1 4 + 1 4 . 9 8 PV I E L E V = 2 5 . 3 9 PV I S T A = 1 8 + 0 0 . 0 0 PV I E L E V = 2 5 . 0 6 PV I S T A = 2 1 + 2 8 . 2 5 PV I E L E V = 2 5 . 9 0 26 . 5 9 10+00 26 . 4 5 26 . 2 9 11+00 26 . 1 1 25 . 9 5 12+00 25 . 9 0 25 . 6 7 13+00 25 . 4 4 25 . 4 0 14+00 25 . 3 9 25 . 3 6 25 . 3 7 25 . 3 2 15+00 25 . 2 8 25 . 2 8 25 . 2 4 25 . 2 3 16+00 25 . 2 2 25 . 1 9 25 . 2 2 25 . 1 4 17+00 25 . 1 5 25 . 1 0 25 . 1 3 25 . 0 6 18+00 24 . 9 8 25 . 1 8 24 . 7 0 25 . 3 1 19+00 24 . 2 8 25 . 4 4 24 . 0 5 25 . 5 7 20+00 23 . 9 7 25 . 7 0 24 . 1 9 25 . 8 3 21+00 21+50 PROPOSED GRADE: AIRPORT BOULEVARD EXIT EXISTING GROUND AIRPORT BLVD PLAN AND PROFILE (SHEET 3 OF 3) CP-102 JRL KT JKG SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, 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 1 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p a t e b \ d 0 4 6 4 5 5 0 \ I L M B P 1 - C P - 1 0 0 . d w g Pl o t t e d b y : Pa t e , B r i c e Pl o t t e d o n : 11 / 2 0 / 2 0 2 3 9 : 2 3 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 NOT RELEASED FOR CONSTRUCTION 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 MA T C H L I N E C L A I R P O R T B L V D S T A 6 2 + 5 0 . 0 0 = MA T C H L I N E C L A I R P O R T B L V D E X I T S T A 2 1 + 2 8 . 2 5 NORTH LEGEND ASPHALT PAVEMENT (A/CP303) CONCRETE SIDEWALK RETAINING WALL SECURITY FENCING CONCRETE PAVEMENT (C/CP303) ASPHALT PAVEMENT (B/CP303) TEMPORARY PAVEMENT PROPOSED COMBINATION INLET PROPOSED STORM DRAINAGE LINE EXISTING STORM DRAINAGE LINE NOTES 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022, SURVEY. b.NOVEMBER LOT IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. 2.ADDITIONAL SURVEY IN PROCESS. 3.REFER TO SHEETS CS100-CS110 FOR GEOMETRY LAYOUT INFORMATION. 4.REFER TO DRAINAGE SHEETS CG140-CG151 FOR DRAINAGE AND UTILITIES 5.REFER TO TRAFFIC CONTROL PLAN SHEETS GC031-GC033 FOR CONSTRUCTION SEQUENCE 6.REFER TO SHEETS CP301-CP302 for TYPICAL SECTIONS 1 HEW L E T T D R I V E T R A S K D R I V E 10 00 + 11 00+ 12 00+ 13 00+ 14 00+ 15 00+ 16 00+17 00+18 00+ 19 00+ BP: 1 0 + 0 0 . 0 0 PC: 1 0 + 5 6 . 0 9 P T : 1 1 + 6 2 . 4 8 P C : 1 2 + 5 6 . 3 1 PT : 1 6 + 3 9 . 3 1 PC : 1 8 + 0 0 . 1 6 R1 0 0 . 0 0 ' 2 4 . 0 0 ' 2 9 . 0 0 ' R 1 0 0 0 . 0 0 ' 1 2 . 0 0 ' 2% N C 2'-6" CURB & GUTTER 2'-6" CURB & GUTTER 50+ 51 00+ 52 00+53 00+ 54 00+ 55 00+ 56 00+ 57 00+ 58 00+ 59 00+ 60 00+ 61 00+ 50 00+ 51 00+ 52 00+ 5 3 0 0 + 5 4 0 0 + 5 5 0 0 + CL TEMPORARY AIRPORT BLVD EXIT CL AIRPORT BLVD AIRPORT BLV D ARFF ACCESS ROAD R3 3 3 . 0 0 ' MODERN AVIATION DRIVEW A Y MO D E R N A V I A T I O N A C C E S S R O A D R1 2 . 5 0 ' NOVEMBER LOT R1 0 . 0 0 ' ARFF ACCESS Road STA: 10+56.09 BEGIN 2'-6" CURB & GUTTER END 2' SHLDR ARFF Access Road STA: 10+00.00, BEGIN PAVEMENT 2% END N.C. BEGIN TRANSITION TO 2% S.E. STA: 17+25.00 BEGIN 2% S.E. STA: 17+75.00 2% ARFF Access Road STA: 18+21.57,12.00, R EL: 30.455' ARFF Access Road STA: 18+85.14,12.00, R EL: 30.424' ARFF Access Road STA: 18+50.70, 12.00, R EL: 30.484' R2 5 . 0 0 ' R25.00 ' ARFF ACCESS Road STA: 10+00.00 BEGIN 2' SHLDR ARFF ACCESS ROAD STA: 10+00.00 BEGIN 2' SHLDR HEW L E T T D R I V E ARFF ACCESS ROAD PROFILE 22 24 26 28 30 32 34 36 38 22 24 26 28 30 32 34 36 38 -0.91% 0.35% 100.00' VC LOW POINT STA = 11+12.49 LOW POINT ELEV = 27.82 K = 79.40 PVI STA = 10+90.00 PVI ELEV = 27.70 BV C S : 1 0 + 4 0 . 0 0 BV C E : 2 8 . 1 5 EV C S : 1 1 + 4 0 . 0 0 EV C E : 2 7 . 8 7 100.00' VC PVI STA = 18+50.00 PVI ELEV = 30.33 K = 145.83 HIGH POINT STA: 18+50.53 HIGH POINT ELEV: 30.24 BV C S : 1 8 + 0 0 . 0 0 BV C E : 3 0 . 1 6 EV C S : 1 9 + 0 0 . 0 0 EV C E : 3 0 . 1 6 PV I S T A = 1 0 + 0 0 . 0 0 PV I E L E V = 2 8 . 5 2 28 . 5 2 28 . 5 2 10+00 28 . 3 0 28 . 0 7 28 . 3 7 27 . 8 3 11+00 28 . 0 3 27 . 9 0 28 . 3 5 28 . 0 8 12+00 28 . 9 6 28 . 2 5 29 . 5 2 28 . 4 2 13+00 28 . 5 1 28 . 6 0 29 . 9 1 28 . 7 7 14+00 29 . 7 9 28 . 9 4 28 . 5 1 29 . 1 2 15+00 29 . 1 1 29 . 2 9 26 . 7 9 29 . 4 6 16+00 28 . 4 1 29 . 6 4 28 . 3 5 29 . 8 1 17+00 28 . 2 9 29 . 9 8 28 . 3 7 30 . 1 6 18+00 28 . 1 3 30 . 2 4 28 . 0 3 30 . 1 6 19+00 EX I S T I N G PR O P O S E D EXISTING GROUND CL PROPOSED GRADE: ARFF ACCESS RD PROPOSED 15" CLASS III RCP PIPE PROPOSED 18" CLASS III RCP PIPEPROPOSED 18" CLASS III RCP PIPE PROPOSED 15" CLASS III RCP PIPE MA T C H L I N E S T A 1 9 + 0 0 . 0 0 SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, 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 1 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p a t e b \ d 0 4 6 4 5 5 0 \ I L M B P 1 - C P - 1 1 0 . d w g Pl o t t e d b y : Pa t e , B r i c e Pl o t t e d o n : 11 / 2 0 / 2 0 2 3 9 : 2 4 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 NOT RELEASED FOR CONSTRUCTION 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 ARFF ACCESS RD PLAN AND PROFILE (SHEET 1 OF 2) CP-110 LEGEND ASPHALT PAVEMENT (A/CP303) CONCRETE SIDEWALK RETAINING WALL SECURITY FENCING CONCRETE PAVEMENT (C/CP303) ASPHALT PAVEMENT (B/CP303) TEMPORARY PAVEMENT PROPOSED COMBINATION INLET PROPOSED STORM DRAINAGE LINE EXISTING STORM DRAINAGE LINE NOTES 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022, SURVEY. b.NOVEMBER LOT IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. 2.ADDITIONAL SURVEY IN PROCESS. 3.REFER TO SHEETS CS100-CS110 FOR GEOMETRY LAYOUT INFORMATION. 4.REFER TO DRAINAGE SHEETS CG140-CG151 FOR DRAINAGE AND UTILITIES 5.REFER TO TRAFFIC CONTROL PLAN SHEETS GC031-GC033 FOR CONSTRUCTION SEQUENCE 6.REFER TO SHEETS CP301-CP302 for TYPICAL SECTIONS NOR T H 1 HANGAR 6 18 00 + 1 9 0 0 + 2 0 0 0 + 21 00 + 22 00+ 23 00+24 00+25 00+26 00+ 27 00+ 27 73+ PC : 1 8 + 0 0 . 1 6 PT: 1 9 + 5 3 . 0 2 PC: 2 0 + 0 6 . 7 5 PT : 2 2 + 7 0 . 7 0 PC : 2 5 + 3 7 . 0 8 PT : 2 6 + 5 6 . 4 7 EP : 2 7 + 7 3 . 0 5 ARFF Access Road STA: 22+70.70, BEGIN 14' STAGING AREA ARFF Access Road STA: 26+07.27, BEGIN SHLDR TRANSITION END 14' STAGING AREA ARFF STAGING AREA ARFF ACCESS Road STA: 14+64.84 BEGIN 2' SHLDR END 2'-6" CURB & GUTTER 5 0 0 0 + 5 1 0 0 + 52 00 + 00 CL ARFF ACCESS RD 14 . 0 0 ' 2. 0 0 ' END TRANSITION FROM 4% F.S.E. TO 2% S.E. BEGIN 2% S.E. STA: 22+96.36 END F.S.E. BEGIN TRANSITION TO 2% S.E. STA: 22+46.36 PROPOSED AOA FENCE (SEE FENCING PLAN FOR DETAILS) 10 . 0 0 ' R25 0 . 0 0 ' 29.0 0 ' BEGIN 4% F.S.E. STA: 20+31.08 BEGIN TRANSITION FROM 2% TO 4% F.S.E. STA: 19+81.08 ARFF ACCESS ROAD 24.0 0 ' R33 3 . 0 0 ' MO D E R N A V I A T I O N A C C E S S R O A D R12 . 5 0 ' R10 . 0 0 ' R56.0 0 ' 35.00' ARFF Access Road STA: 26+41.77, BEGIN 2' SHLDR END SHLDR TRANSITION ARFF Access Road STA: 21+62.84, MATCH PARKING CURB & GUTTER ARFF Access Road STA: 22+03.11, MATCH PARKING CURB & GUTTER BEGIN TRANSITION TO 14' STAGING AREA ARFF Access Road STA: 26+06.72, END 2' SHLDR ARFF Access Road STA: 27+71.70, 74.99' L MATCH EXISTING PAVEMENT ARFF Access Road STA: 27+36.52, 14.00' R END 2' SHLDR ARFF Access Road STA: 27+03.78, 18.00' L MATCH EXISTING PAVEMENT ARFF Access Road STA: 27+70.48, 12.51' L MATCH EXISTING PAVEMENT ARFF Access Road STA: 27+03.62, 50.85' L MATCH EXISTING PAVEMENT R 6 0 . 0 0 ' 2% 40 . 0 0 ' 4% 2% CL AIRPORT BLVD 2% ARFF Access Road STA: 26+32.50 MATCH EXISTING PAVEMENT ARFF ACCESS ROAD PROFILE 22 24 26 28 30 32 34 36 38 22 24 26 28 30 32 34 36 38 -0.34% 0.81% 100.00' VC LOW POINT STA = 25+54.62 LOW POINT ELEV = 27.99 K = 87.32 PVI STA = 25+75.00 PVI ELEV = 27.87 BV C S : 2 5 + 2 5 . 0 0 BV C E : 2 8 . 0 4 EV C S : 2 6 + 2 5 . 0 0 EV C E : 2 8 . 2 7 PV I S T A = 2 6 + 3 3 . 8 0 PV I E L E V = 2 8 . 3 4 28 . 0 3 30 . 1 6 19+00 28 . 6 4 29 . 9 9 29 . 1 7 29 . 8 2 20+00 29 . 7 2 29 . 6 5 29 . 3 0 29 . 4 8 21+00 29 . 6 8 29 . 3 1 29 . 4 7 29 . 1 4 22+00 29 . 4 4 28 . 9 7 28 . 7 7 28 . 8 0 23+00 28 . 5 7 28 . 6 3 28 . 4 3 28 . 4 6 24+00 28 . 3 9 28 . 2 9 28 . 3 5 28 . 1 3 25+00 27 . 9 5 27 . 9 9 28 . 2 2 28 . 1 1 26+00 28 . 6 1 27+00 28+00 EX I S T I N G PR O P O S E D EXISTING GROUND CL PROPOSED GRADE: ARFF ACCESS RD MAT C H L I N E S T A 1 9 + 0 0 . 0 0 SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, 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 1 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ l e u g e r s j \ d 0 4 6 4 5 5 0 \ I L M B P 1 - C P - 1 1 0 . d w g Pl o t t e d b y : Le u g e r s , J e f f r e y R . Pl o t t e d o n : 11 / 2 0 / 2 0 2 3 1 0 : 0 1 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 NOT RELEASED FOR CONSTRUCTION 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 ARFF ACCESS RD PLAN AND PROFILE (SHEET 2 OF 2) CP-111 LEGEND ASPHALT PAVEMENT (A/CP303) CONCRETE SIDEWALK RETAINING WALL SECURITY FENCING CONCRETE PAVEMENT (C/CP303) ASPHALT PAVEMENT (B/CP303) TEMPORARY PAVEMENT PROPOSED COMBINATION INLET PROPOSED STORM DRAINAGE LINE EXISTING STORM DRAINAGE LINE NOTES 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022, SURVEY. b.NOVEMBER LOT IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. 2.ADDITIONAL SURVEY IN PROCESS. 3.REFER TO SHEETS CS100-CS110 FOR GEOMETRY LAYOUT INFORMATION. 4.REFER TO DRAINAGE SHEETS CG140-CG151 FOR DRAINAGE AND UTILITIES 5.REFER TO TRAFFIC CONTROL PLAN SHEETS GC031-GC033 FOR CONSTRUCTION SEQUENCE 6.REFER TO SHEETS CP301-CP302 for TYPICAL SECTIONS NORTH 1 FB O H A N G A R 2 MA I N B U I L D I N G H A N G A R 7 17 00 + 18 00 + 19 00 + 20 00 + 21 00 + 10 00+11 00+ 12 00 + BEGIN CL MODERN AVIATION ACCESS ROAD: STA 10+00.00 END CL MODERN AVIATION ACCESS RD: STA 12+17.54 PC : 1 1 + 4 4 . 9 3 PT: 12+04.95 CL: MODERN AVIATION ACCESS ROAD CL: ARFF ACCESS ROAD 24 . 0 0 ' 2 % N C 2'-6" CURB & GUTTER R25 . 0 0 ' 2'-6" CURB & GUTTER MODERN AVIATION ACCESS ROAD AR F F A C C E S S R O A D 50 00 + 51 00 + 52 00 + 53 MODERN AVIATION ACCESS RD STA 10+75.24, 19.51' R END CURB & GUTTER (R) MODERN AVIATION ACCESS RD STA 11+14.95, 19.53' R BEGIN CURB & GUTTER (R) MODERN AVIATION ACCESS RD STA 11+50.35, 42.73' R END CURB & GUTTER (R) MODERN AVIATION ACCESS RD STA 11+62.24, 36.06' R BEGIN CURB & GUTTER (R) MODERN AVIATION ACCESS RD STA 10+08.92, 22.00' R BEGIN CURB & GUTTER (R) MODERN AVIATION ACCESS RD STA 10+17.58, 36.00' L BEGIN CURB & GUTTER (L) MODERN AVIATION ACCESS RD STA 11+03.97, 27.50' L END CURB & GUTTER (L) MODERN AVIATION ACCESS RD STA 12+15.04, 27.68' R END CURB & GUTTER (R) MODERN AVIATION ACCESS ROAD PROFILE 22 24 26 28 30 32 34 36 38 22 24 26 28 30 32 34 36 38 9+00 27 . 2 0 30 . 2 2 10+00 28 . 0 6 29 . 2 2 26 . 9 5 28 . 4 2 11+00 27 . 5 5 28 . 4 4 29 . 2 2 29 . 1 1 12+00 13+00 14+00 -2. 0 0 % 1.41% 100.00' VC LOW POINT STA = 11+23.94 LOW POINT ELEV = 28.33 K = 29.30 PVI STA = 11+15.34 PVI ELEV = 27.91 BV C S : 1 0 + 6 5 . 3 4 BV C E : 2 8 . 9 1 EV C S : 1 1 + 6 5 . 3 4 EV C E : 2 8 . 6 2 PV I S T A = 1 0 + 0 0 . 0 0 PV I E L E V = 3 0 . 2 2 PV I S T A = 1 2 + 0 5 . 9 7 PV I E L E V = 2 9 . 1 9 -2. 0 0 % 1.41% 100.00' VC LOW POINT STA = 11+23.94 LOW POINT ELEV = 28.33 K = 29.30 PVI STA = 11+15.34 PVI ELEV = 27.91 BV C S : 1 0 + 6 5 . 3 4 BV C E : 2 8 . 9 1 EV C S : 1 1 + 6 5 . 3 4 EV C E : 2 8 . 6 2 PV I S T A = 1 0 + 0 0 . 0 0 PV I E L E V = 3 0 . 2 2 PV I S T A = 1 2 + 0 5 . 9 7 PV I E L E V = 2 9 . 1 9 EXISTING GROUND PROPOSED GRADE: MODERN AVIATION ACCESS RD EX I S T I N G PR O P O S E D PROP 18" RCP CLASS III PIPE SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, 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 1 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p a t e b \ d 0 4 6 4 5 5 0 \ I L M B P 1 - C P - 1 2 0 . d w g Pl o t t e d b y : Pa t e , B r i c e Pl o t t e d o n : 11 / 2 0 / 2 0 2 3 9 : 2 5 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 NOT RELEASED FOR CONSTRUCTION 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 MODERN AVIATION ACCESS RD PLAN AND PROFILE CP-120 LEGEND ASPHALT PAVEMENT (A/CP3-01) CONCRETE SIDEWALK RETAINING WALL CONCRETE PAVEMENT (C/CP3-01) ASPHALT PAVEMENT (B/CP3-01) TEMPORARY PAVEMENT N O R T H JKG KT JRL SECURITY FENCING PROPOSED COMBINATION INLET PROPOSED STORM DRAINAGE LINE EXISTING STORM DRAINAGE LINE NOTES 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022, SURVEY. b.NOVEMBER LOT IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. 2.ADDITIONAL SURVEY IN PROCESS. 3.REFER TO SHEETS CS100-CS110 FOR GEOMETRY LAYOUT INFORMATION. 4.REFER TO DRAINAGE SHEETS CG140-CG151 FOR DRAINAGE AND UTILITIES 5.REFER TO TRAFFIC CONTROL PLAN SHEETS GC031-GC033 FOR CONSTRUCTION SEQUENCE 6.REFER TO SHEETS CP301-CP302 for TYPICAL SECTIONS 1 FBO HANGAR 1 MAIN BUILDING HEW L E T T D R I V E T R A S K D R I V E 1 0 0 0 + 11 00+ 12 00+ 13 00+ 14 00+ 15 00+16 00+17 00+18 00+ 10 00+ 11 00+ 1 2 0 0 + 13 00+14 00+ BEGIN CL MODERN AVIATION DRIVEWAY: STA 10+00.00 END CL MODERN AVIATION DRIVEWAY: STA 14+09.88 PC: 10+30.05 PC: 1 1 + 9 3 . 6 0 PT: 1 1 + 4 7 . 0 7 PT : 1 2 + 5 5 . 5 0 CL: MODERN AVIATION DRIVEWAY R7 5 . 0 0 ' R7 5 . 0 0 ' MODERN AVIATION DRIVEWAY ARFF ACCESS ROAD R25.00' R15 . 0 0 ' 52 00+ 53 00+54 00+ 55 00+ 56 00+ MODERN AVIATION DRIVEWAY STA: 13+95.89, 14.50' R BEGIN 2'-6" CURB & GUTTER TIE INTO PARKING CURB & GUTTER R 1 5 . 0 0 ' R 2 5 . 0 0 ' 24 . 0 0 ' 12.0 0 ' 12.0 0 ' MODERN AVIATION DRIVEWAY PROFILE 22 24 26 28 30 32 34 36 38 22 24 26 28 30 32 34 36 38 -1.00% 0.50%-0.35% 100.00' VC LOW POINT STA = 10+98.50 LOW POINT ELEV = 28.49 K = 67.02 PVI STA = 10+81.76 PVI ELEV = 28.33 BV C S : 1 0 + 3 1 . 7 6 BV C E : 2 8 . 8 3 EV C S : 1 1 + 3 1 . 7 6 EV C E : 2 8 . 5 8 100.00' VC PVI STA = 12+20.00 PVI ELEV = 29.02 K = 118.45 HIGH POINT STA: 12+28.77 HIGH POINT ELEV: 28.91 BV C S : 1 1 + 7 0 . 0 0 BV C E : 2 8 . 7 7 EV C S : 1 2 + 7 0 . 0 0 EV C E : 2 8 . 8 4 PV I S T A = 1 0 + 0 0 . 0 0 PV I E L E V = 2 9 . 1 4 PV I S T A = 1 4 + 0 9 . 8 8 PV I E L E V = 2 8 . 3 5 PROPOSED GRADE: MODERN AVIATION DRIVEWAY 9+00 28 . 0 0 10+00 27 . 5 1 27 . 1 3 11+00 26 . 9 2 26 . 8 8 12+00 27 . 0 1 27 . 3 0 13+00 27 . 7 5 28 . 2 5 14+00 15+00 16+00 28 . 0 0 28 . 0 0 28 . 2 5 28 . 3 2 28 . 2 0 28 . 1 8 28 . 2 7 28 . 3 2 28 . 3 4 EX I S T I N G PR O P O S E D EXISTING GROUND SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, 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 1 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ l e u g e r s j \ d 0 4 6 4 5 5 0 \ I L M B P 1 - C P - 1 2 0 . d w g Pl o t t e d b y : Le u g e r s , J e f f r e y R . Pl o t t e d o n : 11 / 2 0 / 2 0 2 3 1 0 : 3 5 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 NOT RELEASED FOR CONSTRUCTION 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 MODERN AVIATION DRIVEWAY PLAN AND PROFILE CP-121 LEGEND NOTES ASPHALT PAVEMENT (A/CP303) CONCRETE SIDEWALK RETAINING WALL CONCRETE PAVEMENT (C/CP303) ASPHALT PAVEMENT (B/CP303) TEMPORARY PAVEMENT SECURITY FENCING PROPOSED COMBINATION INLET PROPOSED STORM DRAINAGE LINE EXISTING STORM DRAINAGE LINE JKG KT JRL NOR T H 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022, SURVEY. b.NOVEMBER LOT IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. 2.ADDITIONAL SURVEY IN PROCESS. 3.REFER TO SHEETS CS100-CS110 FOR GEOMETRY LAYOUT INFORMATION. 4.REFER TO DRAINAGE SHEETS CG140-CG151 FOR DRAINAGE AND UTILITIES 5.REFER TO TRAFFIC CONTROL PLAN SHEETS GC031-GC033 FOR CONSTRUCTION SEQUENCE 6.REFER TO SHEETS CP301-CP302 for TYPICAL SECTIONS 1 59 00 + 60 00+ 61 00+ 62 00+ 63 00+ 64 00+ 65 00+ 66 00+ 67 00 + 68 00 + 69 00 + 63 00+ 61 00+ 62 00+ BP : 6 0 + 3 8 . 9 1 PC : 6 1 + 4 5 . 7 1 E P : 6 2 + 9 9 . 5 8 NOVEMBER LOT EXIT RAMP STA: 60+38.91, 2.50' R TIE INTO NOVEMBER LOT CURB BEGIN TRANSITION TO 2'-6" CURB & GUTTER (R) NOVEMBER LOT EXIT RAMP STA: 60+58.93, 14.50' L TIE INTO NOVEMBER LOT CURB BEGIN TRANSITION TO 2'-6" CURB & GUTTER (L) NOVEMBER LOT EXIT RAMP STA: 60+68.93, 14.50' L BEGIN 2'-6" CURB & GUTTER (L) NOVEMBER LOT EXIT RAMP STA: 60+48.91, 2.50' R BEGIN 2'-6" CURB & GUTTER (R) CL: AIRPORT BOULEVARD CL: NOVEMBER LOT EXIT RAMP R3 3 3 . 0 0 ' NOVEMBER LOT EXIT RAMP STA: 61+22.48, 14.46' R END 2'-6" CURB & GUTTER (R) NOVEMBER LOT EXIT RAMP STA: 62+99.58, 14.50' L END 2'-6" CURB & GUTTER (L) R8.50' NOVEMBER LOT EXIT RAMP PROFILE 18 20 22 24 26 28 30 32 34 18 20 22 24 26 28 30 32 34 -0.30% PV I S T A = 6 0 + 3 8 . 9 1 PV I E L E V = 2 8 . 2 7 PV I S T A = 6 2 + 9 9 . 5 8 PV I E L E V = 2 7 . 5 0 59+00 60+00 28 . 2 3 28 . 2 3 28 . 0 9 28 . 0 9 61+00 27 . 9 4 27 . 9 4 27 . 7 9 27 . 7 9 62+00 27 . 6 4 27 . 6 4 63+00 64+00 EX I S T I N G PR O P O S E D PROPOSED GRADE: NOVEMBER LOT EXIT RAMP EXISTING GROUND PROP 15" CLASS III RCP PIPE PROP 42" CLASS III RCP PIPE JKG KT JRL SECURITY FENCING PROPOSED COMBINATION INLET PROPOSED STORM DRAINAGE LINE EXISTING STORM DRAINAGE LINE NOTES SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, 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 1 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p a t e b \ d 0 4 6 4 5 5 0 \ I L M B P 1 - C P - 1 2 0 . d w g Pl o t t e d b y : Pa t e , B r i c e Pl o t t e d o n : 11 / 2 0 / 2 0 2 3 9 : 2 5 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 NOT RELEASED FOR CONSTRUCTION 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 NOVEMBER LOT EXIT RAMP PLAN AND PROFILE CP-122 LEGEND ASPHALT PAVEMENT (A/CP3-01) CONCRETE SIDEWALK RETAINING WALL CONCRETE PAVEMENT (C/CP3-01) ASPHALT PAVEMENT (B/CP3-01) TEMPORARY PAVEMENT 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022, SURVEY. b.NOVEMBER LOT IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. 2.ADDITIONAL SURVEY IN PROCESS. 3.REFER TO SHEETS CS100-CS110 FOR GEOMETRY LAYOUT INFORMATION. 4.REFER TO DRAINAGE SHEETS CG140-CG151 FOR DRAINAGE AND UTILITIES 5.REFER TO TRAFFIC CONTROL PLAN SHEETS GC031-GC033 FOR CONSTRUCTION SEQUENCE 6.REFER TO SHEETS CP301-CP302 for TYPICAL SECTIONS NOR T H 1 1 0 0 0 + 1 1 0 0 + 12 00 + 13 00+ 14 00+ 15 00+ 16 00+ 17 00+ 18 00+ 19 00+ 20 00+ 21 00+ 22 +Begin CL EMERGENCY ACCESS ROAD: STA 10+00.00 PC: 1 1 + 0 7 . 7 2 PC : 1 7 + 0 5 . 6 7 PT : 1 4 + 7 2 . 8 7 P T : 2 1 + 4 0 . 2 5 R 1 0 0 0 . 0 0 ' R3 3 3 . 0 0 ' R35.00' R3 5 . 0 0 ' 24.0 0 ' 12.0 0 ' 2.00 ' 28.0 0 ' BEGIN PAVEMENT: STA 10+15.83 2% N C CL EMERGENCY ACCESS RD 10 00+ 11 00+ 12 CL AIRPORT BLVD EXIT EMERGENCY ACCESS RD: STA 10+16.78 BEGIN 2' SHLDR EMERGENCY ACCESS RD: STA 10+14.90 BEGIN 2' SHLDR EMERGENCY ACCESS ROAD PROFILE 16 18 20 22 24 26 28 30 32 16 18 20 22 24 26 28 30 32 -2.0 0 % 0.25% 200.00' VC LOW POINT STA = 13+21.04 LOW POINT ELEV = 21.82 K = 88.96 PVI STA = 12+43.32 PVI ELEV = 21.60 BV C S : 1 1 + 4 3 . 3 2 BV C E : 2 3 . 5 9 EV C S : 1 3 + 4 3 . 3 2 EV C E : 2 1 . 8 5 PV I S T A = 1 0 + 0 0 . 0 0 PV I E L E V = 2 6 . 4 6 9+00 26 . 4 8 10+00 25 . 7 3 24 . 9 8 11+00 24 . 2 3 23 . 4 8 12+00 22 . 7 3 22 . 0 5 13+00 21 . 5 8 21 . 3 4 14+00 21 . 3 3 21 . 4 9 15+00 21 . 6 5 21 . 8 1 16+00 21 . 9 7 22 . 1 4 17+00 22 . 3 0 22 . 4 6 18+00 22 . 6 2 22 . 7 8 19+00 22 . 9 5 23 . 1 1 20+00 26 . 0 1 23 . 5 9 21 . 9 6 21 . 4 2 20 . 8 8 20 . 4 1 20 . 0 1 20 . 0 0 20 . 0 0 20 . 0 3 20 . 2 2 20 . 3 0 20 . 6 6 20 . 9 0 21 . 0 4 21 . 3 2 21 . 4 7 21 . 6 1 21 . 4 9 21 . 1 5 20 . 8 1 PROPOSED GRADE: EMERGENCY ACCESS RD EXISTING GROUND EX I S T I N G PR O P O S E D SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, 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 1 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p a t e b \ d 0 4 6 4 5 5 0 \ I L M B P 1 - C P - 1 3 0 . d w g Pl o t t e d b y : Pa t e , B r i c e Pl o t t e d o n : 11 / 2 0 / 2 0 2 3 9 : 2 6 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 NOT RELEASED FOR CONSTRUCTION 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 EMERGENCY ACCESS RD PLAN AND PROFILE (SHEET 1 OF 3) CP-130 LEGEND ASPHALT PAVEMENT (A/CP3-01) CONCRETE SIDEWALK RETAINING WALL SECURITY FENCING CONCRETE PAVEMENT (C/CP3-01) ASPHALT PAVEMENT (B/CP3-01) TEMPORARY PAVEMENT PROPOSED COMBINATION INLET PROPOSED STORM DRAINAGE LINE EXISTING STORM DRAINAGE LINE M A T C H L I N E S T A 2 0 + 0 0 . 0 0 NOR T H NOTES JRL KT JKG 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022, SURVEY. b.NOVEMBER LOT IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. 2.ADDITIONAL SURVEY IN PROCESS. 3.REFER TO SHEETS CS100-CS110 FOR GEOMETRY LAYOUT INFORMATION. 4.REFER TO DRAINAGE SHEETS CG140-CG151 FOR DRAINAGE AND UTILITIES 5.REFER TO TRAFFIC CONTROL PLAN SHEETS GC031-GC033 FOR CONSTRUCTION SEQUENCE 6.REFER TO SHEETS CP301-CP302 for TYPICAL SECTIONS 1 EMERGENCY ACCESS ROAD PROFILE 16 18 20 22 24 26 28 30 32 16 18 20 22 24 26 28 30 32 23 . 1 1 20+00 23 . 2 7 23 . 4 1 21+00 23 . 4 5 23 . 3 8 22+00 23 . 2 2 23 . 0 6 23+00 22 . 9 0 22 . 7 5 24+00 22 . 6 9 22 . 7 4 25+00 22 . 8 7 23 . 0 2 26+00 23 . 1 7 23 . 3 2 27+00 23 . 4 7 23 . 6 2 28+00 23 . 7 7 23 . 9 2 29+00 24 . 0 7 24 . 2 2 30+00 20 . 6 7 21 . 0 7 21 . 8 9 22 . 3 2 22 . 2 1 22 . 0 6 21 . 9 3 22 . 2 9 22 . 9 7 23 . 9 1 24 . 0 4 24 . 0 8 24 . 1 9 24 . 5 6 24 . 8 4 25 . 0 3 25 . 3 1 25 . 8 3 26 . 0 0 26 . 0 0 20 . 8 1 PROPOSED GRADE: EMERGENCY ACCESS RD EXISTING GROUND EX I S T I N G PR O P O S E D 0.25% -0.57% 0.60% 100.00' VC LOW POINT STA = 21+35.00 LOW POINT ELEV = 23.83 K = 286.08 PVI STA = 21+85.00 PVI ELEV = 23.95 BV C S : 2 1 + 3 5 . 0 0 BV C E : 2 3 . 8 3 EV C S : 2 2 + 3 5 . 0 0 EV C E : 2 4 . 2 5 150.00' VC LOW POINT STA = 30+33.71 LOW POINT ELEV = 25.14 K = 209.03 PVI STA = 29+90.00 PVI ELEV = 25.05 BV C S : 2 9 + 1 5 . 0 0 BV C E : 2 5 . 4 7 150.00' VC PVI STA = 26+70.00 PVI ELEV = 26.86 K = 128.43 HIGH POINT STA: 26+72.06 HIGH POINT ELEV: 26.65 BV C S : 2 5 + 9 5 . 0 0 BV C E : 2 6 . 4 1 EV C S : 2 7 + 4 5 . 0 0 EV C E : 2 6 . 4 4 20 00+ 21 00+ 22 00+ 23 00+ 24 00+ 25 00+ 26 00+ 27 00+ 28 00+ 29 00+ 30 00+ PC : 2 4 + 3 1 . 8 6 PC : 2 9 + 1 4 . 5 8 PT : 2 1 + 4 0 . 2 5 PT : 2 6 + 0 4 . 9 8 R3 3 3 . 0 0 ' 28 . 0 0 ' 2 % N C CL EMERGENCY ACCESS RD 2 4 . 0 0 ' R2 7 5 . 0 0 ' MA T C H L I N E S T A 3 0 + 0 0 . 0 0 MA T C H L I N E S T A 2 0 + 0 0 . 0 0 SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, 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 1 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ l e u g e r s j \ d 0 4 6 4 5 5 0 \ I L M B P 1 - C P - 1 3 0 . d w g Pl o t t e d b y : Le u g e r s , J e f f r e y R . Pl o t t e d o n : 11 / 2 2 / 2 0 2 3 1 1 : 4 6 A M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 NOT RELEASED FOR CONSTRUCTION 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 EMERGENCY ACCESS RD PLAN AND PROFILE (SHEET 2 OF 3) CP-131 LEGEND ASPHALT PAVEMENT (A/CP3-01) CONCRETE SIDEWALK RETAINING WALL SECURITY FENCING CONCRETE PAVEMENT (C/CP3-01) ASPHALT PAVEMENT (B/CP3-01) TEMPORARY PAVEMENT PROPOSED COMBINATION INLET PROPOSED STORM DRAINAGE LINE EXISTING STORM DRAINAGE LINE NORTH NOTES JRL KT JKG 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022, SURVEY. b.NOVEMBER LOT IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. 2.ADDITIONAL SURVEY IN PROCESS. 3.REFER TO SHEETS CS100-CS110 FOR GEOMETRY LAYOUT INFORMATION. 4.REFER TO DRAINAGE SHEETS CG140-CG151 FOR DRAINAGE AND UTILITIES 5.REFER TO TRAFFIC CONTROL PLAN SHEETS GC031-GC033 FOR CONSTRUCTION SEQUENCE 6.REFER TO SHEETS CP301-CP302 for TYPICAL SECTIONS 1 EMERGENCY ACCESS ROAD PROFILE 16 18 20 22 24 26 28 30 32 16 18 20 22 24 26 28 30 32 24 . 2 2 30+00 24 . 3 7 24 . 5 2 31+00 24 . 6 7 24 . 8 2 32+00 24 . 9 7 25 . 1 2 33+00 25 . 2 7 25 . 4 2 34+00 25 . 5 7 25 . 7 2 35+00 25 . 8 7 26 . 0 2 36+00 37+00 0.15% PV I S T A = 3 4 + 3 1 . 1 3 PV I E L E V = 2 5 . 7 1 26 . 0 0 26 . 0 0 25 . 8 9 25 . 8 1 25 . 7 3 25 . 6 6 25 . 8 5 25 . 9 9 26 . 0 5 25 . 5 2 25 . 5 3 25 . 9 9 26 . 0 0 EXISTING GROUND PROPOSED GRADE: EMERGENCY ACCESS RD EX I S T I N G PR O P O S E D PROFILE TIE PENDING FINAL SURVEY TIE POINT SHOWN BASED ON FIELD OBSERVTION EV C S : 3 0 + 6 5 . 0 0 EV C E : 2 5 . 1 6 150.00' VC LOW POINT STA = 30+33.71 LOW POINT ELEV = 25.14 K = 209.03 PVI STA = 29+90.00 PVI ELEV = 25.05 2 8 0 0 + 2 9 0 0 + 3 0 0 0 + 31 00 + 32 00+ 33 00+34 00+ 35 00+36 00+ END CL EMERGENCY ACCESS RD: STA 36+25.28 PC: 29+1 4 . 5 8 PC : 3 3 + 9 4 . 2 6 PC : 3 5 + 0 5 . 7 2 PT : 3 2 + 7 0 . 5 6 PT : 3 4 + 2 9 . 4 3 PT : 3 5 + 3 9 . 7 5 28.0 0 ' END TEMPORARY PAVEMENT: STA 34+31.13 2% N C R27 5 . 0 0 ' CL EMERGENCY ACCESS RD R3 3 3 . 0 0 ' R3 3 3 . 0 0 ' EMERGENCY ACCESS ROAD STA 32+15.02, 22' L BEGIN 10' TRUCK TURAROUND STUBOUT EMERGENCY ACCESS ROAD STA 31+96.64, 14' L END 2' SHLDR BEGIN TRANSITION TO 10' TRUCK TURNAROUND STUBOUT EMERGENCY ACCESS ROAD STA 34+01.48, 22' L END 10' TRUCK TURNAROUND STUBOUT EMERGENCY ACCESS ROAD STA 34+20.96 END CONCRETE PAVEMENT BEGIN TEMPORARY PAVEMENT R 5 5 . 0 0 ' EMERGENCY ACCESS ROAD STA 34+21.74, 12' L MATCH EXISTING PAVEMENT R 2 5 . 0 0 ' EMERGENCY ACCESS ROAD STA 34+41.68 END 2' SHLDR EMERGENCY ACCESS ROAD STA 31+50.00 END ASPHALT PAVEMENT BEGIN CONCRETE PAVEMENT R275. 0 0 ' MAT C H L I N E S T A 3 0 + 0 0 . 0 0 SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, 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 1 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ l e u g e r s j \ d 0 4 6 4 5 5 0 \ I L M B P 1 - C P - 1 3 0 . d w g Pl o t t e d b y : Le u g e r s , J e f f r e y R . Pl o t t e d o n : 11 / 2 2 / 2 0 2 3 1 1 : 5 1 A M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 NOT RELEASED FOR CONSTRUCTION 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 EMERGENCY ACCESS RD PLAN AND PROFILE (SHEET 3 OF 3) CP-132 LEGEND ASPHALT PAVEMENT (A/CP3-01) CONCRETE SIDEWALK RETAINING WALL SECURITY FENCING CONCRETE PAVEMENT (C/CP3-01) ASPHALT PAVEMENT (B/CP3-01) TEMPORARY PAVEMENT PROPOSED COMBINATION INLET PROPOSED STORM DRAINAGE LINE EXISTING STORM DRAINAGE LINE N O R T H NOTES JRL KT JKG 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022, SURVEY. b.NOVEMBER LOT IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. 2.ADDITIONAL SURVEY IN PROCESS. 3.REFER TO SHEETS CS100-CS110 FOR GEOMETRY LAYOUT INFORMATION. 4.REFER TO DRAINAGE SHEETS CG140-CG151 FOR DRAINAGE AND UTILITIES 5.REFER TO TRAFFIC CONTROL PLAN SHEETS GC031-GC033 FOR CONSTRUCTION SEQUENCE 6.REFER TO SHEETS CP301-CP302 for TYPICAL SECTIONS 1 HA N G A R 1 TRASK DRIVE 53 00 + 54 00 + 55 00 + 57 00 + 12 00 + 13 00 + 14 00 + 15 00 + 16 00 + 1 0 0 0 + 11 00 + 1200+ 13 00 + CL: MODERN AVIATION DRIVEWAY CL: AIRPORT BOULEVARD CL: ARFF ACCESS ROAD MO D E R N A V I A T I O N D R I V E W A Y L O N G T E R M L O T TEMPORARY AIRPORT BLVD EXIT STA: 52+65.46 BEGIN TEMPORARY PAVEMENT 50 00 + 51 00 + 52 00 + 53 00+54 00+55 00+ 56 00 + CL TEMPORARY AIRPORT BLVD EXIT R 7 5 . 0 0 ' 24 . 0 0 ' 2% N C R 7 5 . 0 0 ' END CL TEMPORARY AIRPORT BLVD EXIT: STA 56+02.41 R9 0 . 0 0 ' TEMPORARY AIRPORT BLVD EXIT STA: 53+87.92, 27.50' R MATCH EXISTING PAVEMENT TEMPORARY AIRPORT BLVD EXIT STA: 54+64.40, 27.50' R MATCH EXISTING PAVEMENT TEMPORARY AIRPORT BLVD EXIT STA: 55+58.74, END TEMPORARY PAVEMENT MTCH AIRPORT BLVD NOVEMBER LOT TEMPORARY AIRPORT BLVD EXIT STA: 50+17.22, 24.00' L BEGIN LANE TAPER R418 . 6 1 ' TEMPORARY AIRPORT BLVD EXIT STA: 52+07.66, 12.00' L END LANE TAPER R437.50' R449 . 5 0 ' TEMPORARY AIRPORT BLVD EXIT STA: 50+07.90, 12.00' R BEGIN LANE TAPER R7 0 . 0 0 ' R 7 0 . 0 0 ' R90. 0 0 ' TEMPORARY AIRPORT BLVD EXIT STA: 54+37.75, 97.31' R END PAVEMENT MARKING TEMPORARY AIRPORT BLVD EXIT STA: 54+13.83, 95.20' R END PAVEMENT MARKING TEMPORARY AIRPORT BLVD EXIT PROFILE 10 15 20 25 30 35 40 45 50 10 15 20 25 30 35 40 45 50 29 . 4 4 52+00 29 . 5 4 27 . 5 4 29 . 1 1 53+00 28 . 2 4 28 . 6 3 28 . 5 8 28 . 4 1 54+00 29 . 4 9 28 . 4 7 28 . 2 6 28 . 8 0 55+00 28 . 8 5 29 . 3 1 29 . 5 4 56+00 -1.14%1.03% 200.00' VC LOW POINT STA = 54+14.69 LOW POINT ELEV = 28.40 K = 92.13 PVI STA = 54+09.64 PVI ELEV = 27.86 BV C S : 5 3 + 0 9 . 6 4 BV C E : 2 9 . 0 0 EV C S : 5 5 + 0 9 . 6 4 EV C E : 2 8 . 8 9 PV I S T A = 5 2 + 5 7 . 1 2 PV I E L E V = 2 9 . 6 0 PV I S T A = 5 5 + 6 5 . 3 4 PV I E L E V = 2 9 . 4 7 EX I S T I N G PR O P O S E D PROPOSED GRADE: TEMPORARY AIRPORT BLVD EXIT EXISTING GROUND MATCH PROPOSED AIRPORT BLVD TEMPORARY AIRPORT BLVD EXIT PLAN AND PROFILE (SHEET 1 OF 1) CP-140 JRL KT JKG LEGEND ASPHALT PAVEMENT (A/CP3-02) CONCRETE SIDEWALK RETAINING WALL SECURITY FENCING CONCRETE PAVEMENT (C/CP3-02) ASPHALT PAVEMENT (B/CP3-02) TEMPORARY PAVEMENT (D/CP3-02) SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 1 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p a t e b \ d 0 4 6 4 5 5 0 \ I L M B P 1 - C P - 1 4 0 . d w g Pl o t t e d b y : Pa t e , B r i c e Pl o t t e d o n : 11 / 2 0 / 2 0 2 3 9 : 2 6 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 NOT RELEASED FOR CONSTRUCTION 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 NO R T H NOTES 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022, SURVEY. b.NOVEMBER LOT IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. 2.ADDITIONAL SURVEY IN PROCESS. 3.REFER TO SHEETS CS100-CS110 FOR GEOMETRY LAYOUT INFORMATION. 4.REFER TO DRAINAGE SHEETS CG140-CG151 FOR DRAINAGE AND UTILITIES 5.REFER TO TRAFFIC CONTROL PLAN SHEETS GC031-GC033 FOR CONSTRUCTION SEQUENCE 6.REFER TO SHEETS CP301-CP302 for TYPICAL SECTIONS 1 AIR P O R T B L V D 26 25 25 25 24 23 24 25 27 2'-6" CURB & GUTTER END 2'-6" CURB & GUTTER MATCH EXISTING CURB & GUTTER N: 190641.89 E: 2327660.33 MATCH EXISTING CURB & GUTTER BEGIN PROPOSED 2'-6" CURB & GUTTER N: 190638.84 E: 2327566.69 MATCH EXISTING SIDEWALK BEGIN PROPOSED 5' SIDEWALK N: 190637.05 E: 2327552.40 END PROPOSED 5' SIDEWALK MATCH EXISTING SIDEWALK N: 190638.31 E: 2327671.24 A CP - 1 4 1 A CP - 1 4 1 AL L E G H E N Y D R I V E CONTINENTAL DRIVE SAWCUT LINE END SAWCUT LINE N: 190643.20 E: 2327659.48 BEGIN SAWCUT LINE N: 190640.62 E: 2327567.61 SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, 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 1 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p a t e b \ d 0 4 6 4 5 5 0 \ I L M B P 1 - C P - 1 4 1 . d w g Pl o t t e d b y : Pa t e , B r i c e Pl o t t e d o n : 11 / 2 0 / 2 0 2 3 5 : 4 1 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 NOT RELEASED FOR CONSTRUCTION 100% DESIGN NORTH 11/22/2023 1 REVISED SINCE 60%11/22/2023 CONTINENTAL DRIVE ROUNDABOUT DETAIL CP-141 KT JRL JKG 2% 1% A CP-141 A CP-141 2.50' EXISTING SHLDR GUTTER 13.00' EXISTING LANE 5.00' PAVEMENT WIDENING 2% USUAL 2.50' C&G VARIES 5.00' SDWK 2.00' BERM CP-303 A SAWCUT LINE EXISTING CONCRETE MEDIAN (TO BE REMOVED) VARIES 4:1 MAX TO EX GROUND 1 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 18 " R C P 2 4 " R C P 12 " R C P 12 " R C P 24 " R C P 15" RCP 15" RC P MH MH SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SA N SA N SA N SA N SA N SA N SA N SA N SA N W SANITARY SEWER MANHOLE RIM 31.99 INV. 21.26 (N) INV. 17.03 (W) SANITARY SEWER MANHOLE RIM 29.39 INV. 23.35 SAN SAN S S W GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS W W W W W W W W W W W G A S G G SSANSANSANSANSAN 18" RC P 18 " R C P W W W W W W W W W W W W W W W W 8" WAT E R 8" WAT E R S S A N S A N SAN SA N SAN SA N W W W W W W W W W W 8" S S 8"SS HANGAR 6 HANGAR 5 HANGAR 2 HANGAR 7 20.00' (TYP.) 20 . 0 0 ' ( T Y P . ) 27. 0 27.0 27. 0 28.0 28.0 28.0 29.0 29.0 27.5 27. 5 27.5 28.5 28.0 28.0 28 . 0 29.0 29.0 27.5 28.5 28.5 28.5 28.5 28.5 28 . 5 28.5 29.5 29.5 24.0 2 4 . 0 25.0 25 . 0 26.0 26 . 0 27.0 2 7 . 0 28.0 28.0 28. 0 28.0 28 . 0 28. 0 29.0 29.0 29 . 0 23.5 2 3 . 5 24.5 24 . 5 25.5 25 . 5 26.5 2 6 . 5 27.5 27 . 5 27.5 27. 5 2 8 . 5 28. 5 28.5 28 . 5 28.0 28.0 2 8 . 5 28.5 28.5 26 . 0 26 . 0 27 . 0 27. 0 28 . 0 28 . 0 26 . 5 26 . 5 27 . 5 27 . 5 27. 5 27. 5 28.5 2 8 . 0 28 . 0 2 9 . 0 29 . 0 28 . 5 2 8 . 5 3 0 . 0 31.0 32.0 33.0 3 0 . 5 31.5 32.5 29.0 29. 0 28.5 28.5 28.5 29.5 29.5 27.0 26 . 5 26.5 27.5 27 . 5 2 7 . 5 28.8 4 28.8 2 28.6 6 28.4 8 28.4 0 28.2 7 28.3 5 28.4 1 28 . 3 7 28 . 3 6 28 . 3 7 28 . 3 8 28 . 4 4 28 . 6 9 28 . 8 1 28 . 6 8 28 . 5 8 28 . 5 2 28 . 4 8 28 . 5 0 28 . 5 1 28 . 4 6 28.4 7 28.5 0 28.5 4 28.6 1 28 . 7 0 28 . 8 2 28 . 7 1 28 . 6 0 28 . 5 7 28 . 5 8 28 . 6 1 28 . 6 3 28 . 6 5 28.6 7 28.7 2 28.7 4 28.7 1 28 . 7 4 28 . 8 3 28 . 6 8 28 . 5 8 28 . 6 0 28 . 5 8 28 . 5 4 28 . 5 2 28 . 4 7 28.4 6 28.4 2 28.4 4 28.5 3 28 . 8 1 28 . 8 9 28 . 6 5 28 . 4 8 28 . 4 7 28 . 4 5 28 . 3 6 28 . 3 1 28 . 2 8 28.2 1 28.1 4 28.1 4 28.2 6 28.1 9 28 . 8 4 28 . 9 0 28 . 7 2 28 . 5 2 28 . 5 2 28 . 5 8 28 . 5 9 28 . 6 1 28 . 5 6 28.4 5 28.2 5 28.0 2 27.8 3 28 . 8 7 28 . 8 6 28 . 9 3 28 . 9 8 28 . 8 9 28 . 9 2 28 . 9 7 29 . 0 2 29 . 0 2 28.9 8 28 . 9 5 29 . 0 6 29 . 2 4 29 . 3 7 29.3 3 29.2 9 28 . 9 7 28 . 9 4 28 . 8 9 28 . 8 8 28 . 9 2 28 . 6 5 28 . 6 1 28.4 5 28 . 7 2 29 . 1 8 29 . 2 9 29 . 3 6 29 . 4 1 29.3 6 29.2 7 29.0 0 28 . 7 0 28 . 7 7 28 . 7 7 28 . 7 2 28 . 7 4 28 . 9 2 28.9 3 28.8 7 28.7 5 28 . 3 2 28 . 6 8 28 . 4 6 28.4 6 28.4 6 28 . 6 1 28.3 0 28.0 1 28.1 4 28 . 6 4 28.1 3 28 . 6 0 28 . 0 8 28 . 5 4 28 . 3 1 28.2 0 28.2 4 28.5 9 28.4 5 28 . 7 1 28 . 4 8 28.6 1 28 . 8 2 28.5 7 N: 190971.81 E: 2329614.12 27.82N: 190966.32 E: 2329498.81 28.25 28 . 2 7 28 . 3 1 28.3 5 28 . 3 8 28 . 3 8 28.3 2 28.2 4 28.1 5 28.3 2 28.4 2 28.5 7 28 . 7 6 N: 190736.02 E: 2329496.70 28.74 N: 190727.42 E: 2329495.67 28.73 N: 190708.26 E: 2329500.14 28.88 28 . 7 1 N: 190691.91 E: 2329535.24 28.53 28 . 5 6 28.6 1 28.7 1 28.7 8 28 . 8 4 N: 190694.27 E: 2329642.70 28.86 28.9 0 28.8 1 28 . 6 8 28 . 4 0 28 . 9 5 29.3 6 29.3 3 29 . 4 4 29.5 5 29.3 6 28.8 4 28.8 8 29.03 29.1 7 28.8 8 28.8 9 28.6 0 28.5 7 28.8 8 28 . 5 5 28.8 5 28.5 5 28 . 7 7 28 . 5 5 28.6 9 28.5 4 28 . 9 4 28 . 5 7 28.7 3 28.6 7 28 . 5 4 28 . 3 4 28 . 4 7 28.4 5 28.4 1 28.3 2 28.3 0 28 . 3 5 28.6 2 N: 190819.38 E: 2330018.77 28.68 28.6 5 28.63 N: 190878.70 E: 2330032.44 28.62 28.52 28.35 28.02 28.0 0 28 . 0 3 N: 190863.21 E: 2329932.35 28.1727.8 2 27 . 8 1 N: 190921.92 E: 2329876.15 28.44 28.5 0 N: 190928.72 E: 2329841.05 28.54 28.5 5 N: 190928.59 E: 2329825.70 28.58 N: 190924.29 E: 2329791.19 29.27 N: 190922.87 E: 2329816.89 28.74 29.4 1 29 . 5 4 29.6 3 29.6 7 29.6 9 29 . 6 4 N: 190784.94 E: 2329794.64 30.00 30 . 0 7 N: 190785.09 E: 2329816.89 29.13 28.7 0 28.8 8 N: 190900.74 E: 2329647.69 29.33 N: 190901.81 E: 2329668.74 29.409 N: 190780.70 E: 2329647.69 28.94 N: 190862.90 E: 2329999.56 28.04 N: 190834.14 E: 2329999.57 28.36 N: 190802.66 E: 2329647.69 28.93 N: 190803.51 E: 2329670.91 29.10 SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, 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 1 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 6 4 5 5 0 \ I L M B P 1 - C P - 1 6 0 . d w g Pl o t t e d b y : Go r a , J e n n i f e r Pl o t t e d o n : 11 / 2 2 / 2 0 2 3 1 2 : 3 2 P M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 100% DESIGN NORTH 11/22/2023 1 REVISED SINCE 60%11/22/2023 MODERN AVIATION APRON PAVEMENT OVERLAY PLAN CP-160 ECS JKG JKG 0 1 INCH = FEET (WHEN PRINTED 34"x22") SCALE (IN FEET) 0 1 INCH = FEET (WHEN PRINTED 34"x22") SCALE (IN FEET) 30 30 60 30 2" OVERLAY LIMIT NOTES 1.CONTRACTOR IS RESPONSIBLE FOR SURVEY OF EXISTING PAVEMENT LIMITS, BUILDING LIMITS, AND ANY NECESSARY FEATURES IN ORDER TO DEFINE THE APRON PRIOR TO CONSTRUCTION. CONTRACTOR TO SURVEY LOCATION OF EXISTING TIE DOWNS AND PAVEMENT MARKING. REPLACEMENT OF EXISTING PAVEMENT MARKINGS AND TIE DOWNS TO BE COORDINATED WITH TENANT/OWNER. 2.THIS SURVEY SHALL CONSTITUTE THE WORK AREA LIMITS FOR THE OVERLAY. CONTRACTOR SHALL PROVIDE SURVEY DATA TO ENGINEER AND OWNER FOR REVIEW AND APPROVAL OF WORK AREA. 3.CONSTRUCTION IS TO BE COORDINATED WITH THE TENANT THROUGH THE ENGINEER AND OWNER. 4.REFER TO SHEET CP-303 FOR INFORMATION ON EXISTING APRON PAVEMENT SECTION AND PROPOSED PAVEMENT OVERLAY. 5.CONTRACTOR TO REPAIR CRACKED AND/OR DAMAGED PAVEMENT PRIOR TO OVERLAY. ENGINEER HAS ASSUMED 20% REQUIREMENT OF PAVEMENT AREA TO BE REPAIRED. REPAIRS TO BE APPROVED BY ENGINEER PRIOR TO START OF OVERLAY. LEGEND 2" PAVEMENT OVERLAY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 2" OVERLAY TRANSITION AREA REPLACEMENT OF EXISTING PAVEMENT MARKINGS TO BE COORDINATED WITH TENANT/OWNER PAVEMENT DEMO SEE SHEET CD-103 PROTECT EXISTING EQUIPMENT PROPOSED FENCE 1 12.00' LANE 12.00' LANE 12.00' LANE 2.00' SHLDR 12.00' LANE 2.00' SHLDR 12.00' LANE12.00' LANE VARIES 2.00' -12.00' 2.00' SHLDR 28.00' VARIES 28.00'-40.00' 24.00' CP303 A CP303 B CP303 C LC LC LC SCALE: MODERN AVIATION DRIVEWAY NTS A CP301 SCALE: ARFF ACCESS RD STA 10+00.00 to STA 10+56.09, EMERGENCY ACCESS ROAD STA 10+00.00 TO STA 31+50.00 NTS B CP301 SCALE: EMERGENCY ACCESS RD STA 31+50.00 TO STA 34+20.96 NTS C CP301 12.00' LANE12.00' LANE CP303 A LC VARIES 2.00'-14.00' 2.00' SHLDR SCALE: AIRPORT BLVD EXIT, ARFF ACCESS RD STA 22+03.11 to STA 27+36.52 NTS D CP301 NOTE: e MAX = 4.0% 2%2% 2%2% 2%2% VARIES (2%-4%) VARIES (2%-4% ) 28.00' 2.00' BERM 2.00' BERM 4.00' BERM 4.00' BERM 6.00' BERM 6.00' BERM 6.00' BERM 6.00' BERM 3:1 MIN 4:1 USUAL 3:1 MIN 4:1 USUAL 3:1 MIN 4:1 USUAL 3:1 MIN 4:1 USUAL 3:1 MIN 4:1 USUAL 3:1 MIN 4:1 USUAL 3:1 MIN 4:1 USUAL 3:1 MIN 4:1 USUAL JKG ECS JKG PROPOSED TYPICAL SECTIONS (SHEET 1 OF 2) CP301 SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 1 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p a t e b \ d 0 4 6 4 5 5 0 \ I L M B P 1 - C P 3 0 0 . d w g Pl o t t e d b y : Pa t e , B r i c e Pl o t t e d o n : 11 / 2 0 / 2 0 2 3 5 : 4 1 P M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 KT JRL JKG 1 12.00' LANE 12.00' LANE 2.50' C&G 2.50' C&G 29.00' 12.00' LANE 12.00' LANE 2.50' C&G 2.50' C&G 29.00' 12.00' LANE12.00' LANEVARIES 0'-12.00' 2.50' C&G 2.50' C&G 12.00' LANE 12.00' LANE 2.50' C&G 2.50' C&G 29.00' CP303 A CP303 A CP303 B CP303 B LC LC LC LC SCALE: MODERN AVIATION ACCESS RD NTS E CP302 SCALE: AIRPORT BLVD NTS F CP302 SCALE: ARFF ACCESS RD STA 10+56.09 to STA 17+25.00 NTS G CP302 SCALE: ARFF ACCESS RD STA 17+25.00 to STA 22+03.11 NTS H CP302 NOTE: e MAX = 4.0% NOTE: e MAX = 4.0% 2%2% 2%2% VARIES VARIES VARIES (2%-4% ) VARIES (2%-4% ) VARIES 29.00'-41.00' 2.00' BERM 2.00' BERM VARIES 4:1 MAX TO EX GROUND VARIES 4:1 MAX TO EX GROUND VARIES 4:1 MAX TO EX GROUND VARIES 4:1 MAX TO EX GROUND VARIES 4:1 MAX TO EX GROUND VARIES 4:1 MAX TO EX GROUND VARIES 4:1 MAX TO EX GROUND VARIES 4:1 MAX TO EX GROUND 2.00' BERM 2.00' BERM 2.00' BERM 2.00' BERM 2.00' BERM 2.00' BERM PGL PGL PGL PGL JKG ECS JKG PROPOSED TYPICAL SECTIONS (SHEET 2 OF 2) CP302 SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 1 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p a t e b \ d 0 4 6 4 5 5 0 \ I L M B P 1 - C P 3 0 0 . d w g Pl o t t e d b y : Pa t e , B r i c e Pl o t t e d o n : 11 / 2 0 / 2 0 2 3 5 : 4 2 P M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 KT JRL JKG 1 SCALE: PROPOSED ROADS AND TEMPORARY ROADS/CONNECTIONS NTS A CP303 SCALE: EMERGENCY ACCESS ROAD NTS C CP303 SCALE: PROPOSED ROADS (HEAVY TRAFFIC) NTS B CP303 TYPICAL SECTION B NOTE: TYPICAL SECTION APPLIES TO THE FOLLOWING: ARFF ACCESS ROAD, EMERGENCY ACCESS ROAD STATION 10+15.83 TO 31+90.00, AND ARFF ROADS. TYPICAL SECTION A NOTE: TYPICAL SECTION APPLIES TO THE FOLLOWING: AIRPORT BOULEVARD, AIRPORT BOULEVARD CONNECTOR, AND TEMPORARY ROADWAYS/CONNECTIONS. TYPICAL SECTION C NOTE: TYPICAL SECTION APPLIES TO THE FOLLOWING: EMERGENCY ACCESS ROAD, STATION 31+90.00 to 34+25.09 LC SCALE: PARKING LOT ENTRY/EXIT PLAZAS NTS D CP303 LC LC LC SCALE: EXISTING APRON PAVEMENT NTS F CP303 SCALE: MODERN AVIATION APRON - 2" PAVEMENT OVERLAY NTS G CP303 SCALE: PROPOSED PARKING LOTS, MODERN AVIATION DRIVEWAY & ACCESS ROAD NTS E CP303 TYPICAL SECTION E NOTE: TYPICAL SECTION APPLIES TO THE FOLLOWING: MODERN AVIATION DRIVEWAY, MODERN AVIATION ACCESS ROAD, MODERN AVIATION PARKING LOTS, AND MARCH LOT LC SCALE: AIRFIELD EDGE DROP-OFF DETAIL NTS I CP303 1. 5 " TYPICAL SECTION G NOTE: SEE EDGE DROP OFF DETAIL H FOR MODERN AVIATION APRON PAVEMENT EDGE DROP-OFF INFORMATION SCALE: MODERN AVIATION APRON - 2" PAVEMENT OVERLAY TRANSITION NTS H CP303 TRANSITION AREA VARIES VARIES TYPICAL SECTION H NOTE: SEE SHEET CP-160 FOR MODERN AVIATION APRON 2" OVERLAY TRANSITION AREA LOCATIONS SEE EDGE DROP OFF DETAIL H FOR MODERN AVIATION APRON PAVEMENT EDGE DROP-OFF INFORMATION TRANSITION AREAS ARE ADJACENT TO EXISTING BUILDING AND/OR EXISTING PAVEMENT 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 8" AGGREGATE BASE COURSE (ABC), NCDOT 520 PROPOSED 2.5" ASPHALT, TYPE I19.0C PROPOSED 1.5" ASPHALT, TYPE S9.5D PROPOSED TACK COAT, NCDOT 605 COMPACTED SUBGRADE PER OCTOBER 19, 2023 GEOTECHNICAL REPORT * PROPOSED 6" AGGREGATE BASE COURSE (ABC), NCDOT 520 PROPOSED 6" PORTLAND CEMENT CONCRETE PAVEMENT COMPACTED SUBGRADE PER OCTOBER 19, 2023 GEOTECHNICAL REPORT * PROPOSED 6" AGGREGATE BASE COURSE (ABC), NCDOT 520 PROPOSED 5" PORTLAND CEMENT CONCRETE PAVEMENT EXISTING SILTY SAND EXISTING 3" ASPHALT EXISTING SILTY SAND EXISTING 3" ASPHALT PROPOSED 2" 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 PROPOSED PRIME COAT, NCDOT 600 EXISTING 3" ASPHALT PROPOSED 2" ASPHALT TYPE P-403 PROPOSED EDGE OF 2" APRON OVERLAY EXISTING SILTY SAND EXISTING 3" ASPHALT PROPOSED 2" ASPHALT, TYPE S9.5C PROPOSED 6" AGGREGATE BASE COURSE (ABC), NCDOT 520 EDGE OF EXISTING PAVEMENT REMOVE EXISTING 3" ASPHALT COMPACTED SUBGRADE PER OCTOBER 19, 2023 GEOTECHNICAL REPORT * PROPOSED PRIME COAT, NCDOT 600 PROPOSED TACK COAT, NCDOT 605 JKG ECS JKG PROPOSED PAVEMENT SECTIONS CP-303 ECS JKG JKG SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 1 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 6 4 5 5 0 \ I L M B P 1 - C P 3 0 0 . d w g Pl o t t e d b y : Go r a , J e n n i f e r Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 5 : 3 9 P M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 1 NOTES 1.THE CONTRACTOR SHALL SUBMIT A QUALITY CONTROL PLAN PER NCDOT 609 AND 610 AT LEAST 30 DAYS PRIOR TO PAVING. 2.FOR BITUMINOUS PAVING, TACK COAT TO BE APPLIED BETWEEN EACH LIFT OF BITUMINOUS AND/OR EXISTING TO NEW BITUMINOUS PAVEMENT PER NCDOT 605. 3.FOR BITUMINOUS PAVING, PRIME COAT TO BE APPLIED BETWEEN AGGREGATE BASE AND INITAL LIFT OF BITUMINOUS PAVEMENT PER NCDOT 600. 4.FOR BITUMINOUS PAVING, LONGITUDINAL JOINTS WHICH ARE IRREGULAR, DAMAGED, UNCOMPACTED, OR OTHERWISE DEFECTIVE OR WHICH HAVE BEEN EXPOSED FOR MORE THAN 4 HOURS, OR WHOSE SURFACE TEMPERATURE HAS COOLED TO LESS THAN 160° F SHALL BE CUT BACK NO MORE THAN 12 INCHES TO EXPOSE A CLEAN, SOUND EDGE/SURFACE FOR THE FULL DEPTH OF THE COURSE. THE LONGITUDINAL JOINT SHALL BE SAWCUT IF ANY, ALL, OR SOME COMBINATION(S) OR THE ABOVE CONDITIONS ARE PRESENT. ALL CONTACT SURFACES SHALL BE CLEANED, DRY, AND GIVEN A TACK COAT PRIOR TO PLACING ANY NEW/FRESH BITUMINOUS MIXTURE AGAINST THE JOINT. THE COST OF THIS WORK SHALL BE CONSIDERED INCIDENTAL TO THE COST OF THE BITUMINOUS COURSE PER NCDOT 605. REFER TO NCDOT 610 FOR ADDITIONAL REQUIREMENTS ON JOINTS. 5.CONTRACTOR IS RESPONSIBLE FOR MAINTAINING VERTICAL AND HORIZONTAL CONTROL FOR THE PROJECT INCLUDING PAVING OPERATIONS. ANY DEVIATIONS SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION IMMEDIATELY. 6.CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY EXISTING ELEVATIONS FOR TIE-IN LOCATIONS PRIOR TO PAVING OPERATIONS. 7.CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE DURING CONSTRUCTION OPERATIONS. 8.CONTRACTOR SHALL SAW CUT A NEAT VERTICAL LINE TO MATCH EXISTING PAVEMENTS ELEVATIONS. EXPOSED EXISTING PAVEMENT EDGES SHALL RECEIVE TACK COAT PRIOR TO PAVING. *EXISTING IN-SITU MATERIAL MAY BE USED IN PLACE OF PROPOSED SELECT GRANULAR BASE 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 TO FILL PLACEMENT AND COMPACTION. CL: AIRPORT BOULEVARD CL: AIRPORT BOULEVARD MO D E R N A V I A T I O N A C C E S S R O A D MO D E R N A V I A T I O N D R I V E W A Y FBO MAI N B U I L D I N G HEW L E T T D R I V E T R A S K D R I V E B A 12 . 0 0 ' 12 . 0 0 ' AIRPO R T B L V D ARF F A C C E S S R O A D BEGIN MARKING E MARKING INFLECTION POINT AIRPORT BOULEVARD: STA 57+47.24, 12.00' L BEGIN MARKING B AIRPORT BOULEVARD: STA 56+70.32, 12.00' L MARKING INFLECTION POINT AIRPORT BOULEVARD: STA 59+47.89, 22.86' L 24 . 0 0 ' 3 6 . 0 0 ' E B B AIRPORT BOULEVARD: STA 55+40.46, 0.00' R END MARKING B AIRPORT BOULEVARD: STA 55+56.87, 0.00' R END MARKING B AIRPORT BOULEVARD: STA 53+20.28, 12.00' R D BEGIN MARKING B AIRPORT BOULEVARD: STA 50+85.47 E BEGIN MARKING B AIRPORT BOULEVARD: STA 54+67.83, 0.00' BEGIN MARKING A AIRPORT BOULEVARD: STA 56+02.41, 0.00' R BEGIN ALIGNMENT CL AIRPORT BOULEVARD STA 50+00.00 TE M P O R A R Y A I R P O R T B L V D E X I T NOVEMBER LOT B BEGIN MARKING B AIRPORT BOULEVARD: STA 61+11.50, 23.89' L BEGIN MARKING B AIRPORT BOULEVARD: STA 61+12.58, 40.78' L CL: AIRPORT BOULEVARD CL AIRPORT BOULEVARD EXIT STA 21+28.25 = CL AIRPORT BLVD STA 70+10.21 NOVEMBER LOT H E W L E T T D R I V E A i r p o r t B l v d . A 1 8 0 0 + 1 9 0 0 + 20 00 + 2100+AIRPORT BLVD END MARKING B BEGIN MARKING E AIRPORT BOULEVARD: STA 63+69.98, 24.00' L END MARKING E AIRPORT BOULEVARD: STA 67+03.32, 24.00' L END MARKING E BEGIN MARKING B AIRPORT BOULEVARD: STA 69+64.62, 12.00' L 48 . 0 0 ' E R25 0 . 0 0 ' BEGIN MARKING B AIRPORT BOULEVARD EXIT: STA 21+28.06, 12.00' L R2 3 8 . 0 0 ' R262 . 0 0 ' BBEGIN MARKING B AIRPORT BOULEVARD: STA 61+11.50, 23.89' L BEGIN MARKING B AIRPORT BOULEVARD: STA 61+12.58, 40.78' L M A T C H L I N E S T A 6 2 + 5 0 . 0 0 PAVEMENT MARKING PLAN - AIRPORT BLVD, EXIT ROAD (SHEET 1 OF 1) CP-500 JRL KT JKG SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 1 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ l e u g e r s j \ d 0 4 6 4 5 5 0 \ I L M B P 1 - C P - 5 0 0 . d w g Pl o t t e d b y : Le u g e r s , J e f f r e y R . Pl o t t e d o n : 11 / 2 0 / 2 0 2 3 9 : 3 2 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 NOT RELEASED FOR CONSTRUCTION 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 MAT C H L I N E S T A 6 2 + 5 0 . 0 0 NORTH N O R T H LEGEND A B C 6" 10'-30'/SP SKIP LINE (W) 6" EDGE LINE (W) 6" CENTER LINE (DBL Y) D 24" STOP BAR (W) E 6" 3'-9'/SP MINI-SKIP LINE (W) F MERGE ARROW (W) G LEFT TURN ARROW (W) NOTES 1.REFER TO NCDOT STANDARD 1205.01 FOR PAVEMENT MARKING DETAILS 1 CL: AIRPORT BOULEVARD EXIT CL: EMERGENCY ACCESS ROAD AIRPORT BLVD AIRPORT BLVD BEGIN MARKINGS A, B AIRPORT BLVD EXIT STA 14+14.98 24 . 0 0 ' Airport Blvd. B A END MARKING E MARKING INFLECTION POINT AIRPORT BOULEVARD EXIT: STA 18+24.84, 12.00' R 12 . 0 0 ' 10 00+11 00+12 00+13 00+14 00+15 00+16 00+17 00+18 00+ 19 00+ 20 00+ 21 00 + BEGIN ALIGNMENT CL AIRPORT BOULEVARD EXIT STA 10+00.00 BEGIN MARKING E END MARKING B AIRPORT BOULEVARD EXIT: STA 17+29.88, 12.00' R BEGIN MARKING B AIRPORT BOULEVARD EXIT: STA 15+49.58, 12.00' R A E B BEGIN MARKING A AIRPORT BOULEVARD EXIT: STA 14+17.17, 114' R BEGIN MARKING B AIRPORT BOULEVARD EXIT: STA 14+17.17, 126' R BEGIN MARKING E AIRPORT BOULEVARD EXIT: STA 15+48.40, 102' R MARKING INFLECTION POINT AIRPORT BOULEVARD EXIT: STA 17+98.03, 90' R END MARKING B END MARKING E AIRPORT BOULEVARD EXIT: STA 18+76.19, 110' R END MARKING B AIRPORT BOULEVARD EXIT: STA 18+92.17, 140' R END MARKING A AIRPORT BOULEVARD EXIT: STA 18+94.67, 129' R MARKING INFLECTION POINT AIRPORT BOULEVARD EXIT: STA 17+24.81, 24.0' R R 2 5 0 . 0 0 ' R 2 3 8 . 0 0 ' R2 6 2 . 0 0 ' MARKING INFLECTION POINT AIRPORT BOULEVARD EXIT: STA 15+47.56, 24.1' R MARKING INFLECTION POINT AIRPORT BOULEVARD EXIT: STA 15+48.78, 90.0' R PAVEMENT MARKING PLAN - EXIT ROAD, RETURN TO TERMINAL CP-501 JRL KT JKG SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 1 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ l e u g e r s j \ d 0 4 6 4 5 5 0 \ I L M B P 1 - C P - 5 0 0 . d w g Pl o t t e d b y : Le u g e r s , J e f f r e y R . Pl o t t e d o n : 11 / 2 0 / 2 0 2 3 9 : 3 4 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 NOT RELEASED FOR CONSTRUCTION 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 NORTH LEGEND A B C 6" 10'-30'/SP SKIP LINE (W) 6" EDGE LINE (W) 6" CENTER LINE (DBL Y) D 24" STOP BAR (W) E 6" 3'-9'/SP MINI-SKIP LINE (W) F MERGE ARROW (W) G LEFT TURN ARROW (W) NOTES 1.REFER TO NCDOT STANDARD 1205.01 FOR PAVEMENT MARKING DETAILS 1 17 00+ 18 00+ 19 00 + 2 0 0 0 + 21 00+ 22 00+ 23 00+ 24 00+ 25 00+ 26 00+ 27 00+27 73+ PC : 1 8 + 0 0 . 1 6 PT: 1 9 + 5 3 . 0 2 PC: 2 0 + 0 6 . 7 5 P T : 2 2 + 7 0 . 7 0 PC : 2 5 + 3 7 . 0 8 PT : 2 6 + 5 6 . 4 7 EP : 2 7 + 7 3 . 0 5 HANGAR 6 BC CL: ARFF ACCESS RD ARFF AC C E S S R O A D MO D E R N A V I A T I O N A C C E S S R O A D END MARKING C ARFF ACCESS ROAD STA 27+73.05 BEGIN MARKING B ARFF ACCESS ROAD STA 21+52.11 BEGIN MARKING B ARFF ACCESS ROAD STA 23+08.21 R21 . 6 4 ' R56. 6 4 ' 35 . 0 0 ' R 6 0 . 0 0 ' BEGIN MARKING B ARFF ACCESS ROAD STA 27+03.62 END MARKING B ARFF ACCESS ROAD STA 27+72.46 END MARKING B ARFF ACCESS ROAD STA 27+72.46 END MARKING B ARFF ACCESS ROAD STA 27+72.46 END MARKING B ARFF ACCESS ROAD STA 27+70.87 END MARKING B ARFF ACCESS ROAD STA 27+03.78 10 00 + 11 00+ 12 00+ 13 00+ 14 00+ 15 00+16 00+ 17 00+ 18 00+ 19 00+ 20 00 + BP: 1 0 + 0 0 . 0 0 PC: 1 0 + 5 6 . 0 9 P T : 1 1 + 6 2 . 4 8 P C : 1 2 + 5 6 . 3 1 PT : 1 6 + 3 9 . 3 1 PC : 1 8 + 0 0 . 1 6 PT: 1 9 + 5 3 . 0 2 PC : 2 0 + 0 6 . 7 5 HEW L E T T D R I V E T R A S K D R I V E C CL: ARFF ACCESS RD MARKING D CL ARFF ACCESS ROAD STA 10+07.06D ARFF ACCESS R O A D AIRPORT BLVD MO D E R N A V I A T I O N A C C E S S R O A D T E M P O R A R Y A I R P O R T B L V D E X I T END MARKING B ARFF ACCESS ROAD STA 10+56.09 B END MARKING B CL ARFF ACCESS ROAD STA 10+56.09 BEGIN MARKING B ARFF ACCESS ROAD STA 10+00.00 BEGIN MARKING B ARFF ACCESS ROAD STA 10+00.00 R2 5 . 0 0 ' R25.00' BEGIN MARKING C ARFF ACCESS ROAD STA 10+07.12 ARFF ACCESS ROAD STA 21+52.11 MA T C H L I N E S T A 1 9 + 0 0 . 0 0 SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 1 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ l e u g e r s j \ d 0 4 6 4 5 5 0 \ I L M B P 1 - C P - 5 1 0 . d w g Pl o t t e d b y : Le u g e r s , J e f f r e y R . Pl o t t e d o n : 11 / 2 0 / 2 0 2 3 8 : 3 7 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 NOT RELEASED FOR CONSTRUCTION 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 MA T C H L I N E S T A 1 9 + 0 0 . 0 0 JKG KT JRL PAVEMENT MARKING PLAN - ARFF ACCESS ROAD (SHEET 1 OF 1) CP-510 LEGEND A B C 6" 10'-30'/SP SKIP LINE (W) 6" EDGE LINE (W) 6" CENTER LINE (DBL Y) D 24" STOP BAR (W) E 6" 3'-9'/SP MINI-SKIP LINE (W) F MERGE ARROW (W) G LEFT TURN ARROW (W) NOTES 1.REFER TO NCDOT STANDARD 1205.01 FOR PAVEMENT MARKING DETAILS NORT H NORTH 1 10 00+11 00+ 12 00 + BEGIN ALIGNMENT CL MODERN AVIATION ACCESS ROAD: 10+00.00 EP: 12+17.54 PC : 1 1 + 4 4 . 9 3 PT: 12+04.95 FB O H A N G A R 2 MA I N B U I L D I N G H A N G A R 7 C D MODERN AVIATION ACCESS ROAD MODERN AVIATION ACCESS ROAD STA 10+26.39 BEGIN MARKING C MODERN AVIATION ACCESS ROAD STA 12+00.01 END MARKING C MODERN AVIATION ACCESS ROAD STA 10+26.42 MARKING D SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 1 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ l e u g e r s j \ d 0 4 6 4 5 5 0 \ I L M B P 1 - C P - 5 2 0 . d w g Pl o t t e d b y : Le u g e r s , J e f f r e y R . Pl o t t e d o n : 11 / 2 0 / 2 0 2 3 7 : 3 9 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 NOT RELEASED FOR CONSTRUCTION 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 JKG KT JRL N O R T H PAVEMENT MARKING PLAN - MODERN AVIATION ACCESS RD (SHEET 1 OF 1) CP-520 LEGEND A B C 6" 10'-30'/SP SKIP LINE (W) 6" EDGE LINE (W) 6" CENTER LINE (DBL Y) D 24" STOP BAR (W) E 6" 3'-9'/SP MINI-SKIP LINE (W) F MERGE ARROW (W) G LEFT TURN ARROW (W) NOTES 1.REFER TO NCDOT STANDARD 1205.01 FOR PAVEMENT MARKING DETAILS 1 10 00+ 11 00+ 1 2 0 0 + 13 00+14 00+ BEGIN ALIGNMENT CL MODERN AVIATION DRIVEWAY: 10+00.00 BEGIN MARKING C END ALIGNMENT CL MODERN AVIATION DRIVEWAY: 14+09.88 END MARKING C P C : 1 0 + 3 0 . 0 5 PC: 1 1 + 9 3 . 6 0 PT: 1 1 + 4 7 . 0 7 PT : 1 2 + 5 5 . 5 0 FBO HANGAR 1 MAIN BUILDING HEW L E T T D R I V E T R A S K D R I V E C D MODERN AVIATION DRIVEWAY MODERN AVIATION DRIVEWAY STA 10+07.40 MARKING D SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 1 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ l e u g e r s j \ d 0 4 6 4 5 5 0 \ I L M B P 1 - C P - 5 2 0 . d w g Pl o t t e d b y : Le u g e r s , J e f f r e y R . Pl o t t e d o n : 11 / 2 0 / 2 0 2 3 9 : 4 5 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 NOT RELEASED FOR CONSTRUCTION 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 JKG KT JRL NORT H PAVEMENT MARKING PLAN - MODERN AVIATION DRIVEWAY (SHEET 1 OF 1) CP-521 LEGEND A B C 6" 10'-30'/SP SKIP LINE (W) 6" EDGE LINE (W) 6" CENTER LINE (DBL Y) D 24" STOP BAR (W) E 6" 3'-9'/SP MINI-SKIP LINE (W) F MERGE ARROW (W) G LEFT TURN ARROW (W) NOTES 1.REFER TO NCDOT STANDARD 1205.01 FOR PAVEMENT MARKING DETAILS 1 C B D EMERGENCY ACCESS RD STA 10+20.02 BEGIN MARKING D BEGIN MARKINGS B, C EMERGENCY ACCESS RD STA 10+15.83 12.0 0 ' 24.0 0 ' 28.0 0 ' 1 0 0 0 + 1 1 0 0 + 12 00 + 13 00+ 14 00+ 15 00+ 16 00+ 17 00+ 18 00+ 19 00+ 20 00+ 21 00+ 22 + BEGIN ALIGNMENT CL EMERGENCY ACCESS RD: STA 10+00.00 EMERGENC Y A C C E S S R O A D 12.0 0 ' BEGIN MARKINGS B, C EMERGENCY ACCESS RD STA 10+15.83 C B 20 00+ 21 00+ 22 00+ 23 00+ 24 00+ 25 00+ 26 00+ 27 00+ 28 00+ 29 00+ 30 00+ EMER G E N C Y A C C E S S R O A D 24 . 0 0 ' 12 . 0 0 ' 12 . 0 0 ' M A T C H L I N E S T A 2 0 + 0 0 . 0 0 SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 1 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ l e u g e r s j \ d 0 4 6 4 5 5 0 \ I L M B P 1 - C P - 5 3 0 . d w g Pl o t t e d b y : Le u g e r s , J e f f r e y R . Pl o t t e d o n : 11 / 2 0 / 2 0 2 3 7 : 1 2 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 NOT RELEASED FOR CONSTRUCTION 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 MA T C H L I N E S T A 3 0 + 0 0 . 0 0 M A T C H L I N E S T A 2 0 + 0 0 . 0 0 PAVEMENT MARKING PLAN - EMERGENCY ACCESS RD (SHEET 1 OF 2) CP-530 JKG KT JRL NO R T H NORTH LEGEND A B C 6" 10'-30'/SP SKIP LINE (W) 6" EDGE LINE (W) 6" CENTER LINE (DBL Y) D 24" STOP BAR (W) E 6" 3'-9'/SP MINI-SKIP LINE (W) F MERGE ARROW (W) G LEFT TURN ARROW (W) NOTES 1.REFER TO NCDOT STANDARD 1205.01 FOR PAVEMENT MARKING DETAILS 1 C B 2 8 0 0 + 2 9 0 0 + 3 0 0 0 + 31 00 + 32 00+ 33 00+34 00+ 35 00+36 00+36 25+ END MARKINGS B, C EMERGENCY ACCESS RD STA 34+31.13 END ALIGNMENT CL EMERGENCY ACCESS RD: STA 36+25.28 EMERGENCY ACCESS ROAD 24 . 0 0 ' 12 . 0 0 ' 12 . 0 0 ' MAT C H L I N E S T A 3 0 + 0 0 . 0 0 SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 1 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ l e u g e r s j \ d 0 4 6 4 5 5 0 \ I L M B P 1 - C P - 5 3 0 . d w g Pl o t t e d b y : Le u g e r s , J e f f r e y R . Pl o t t e d o n : 11 / 2 0 / 2 0 2 3 7 : 1 4 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 NOT RELEASED FOR CONSTRUCTION 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 PAVEMENT MARKING PLAN - EMERGENCY ACCESS RD (SHEET 2 OF 2) CP-531 JKG KT JRL N O R T H LEGEND A B C 6" 10'-30'/SP SKIP LINE (W) 6" EDGE LINE (W) 6" CENTER LINE (DBL Y) D 24" STOP BAR (W) E 6" 3'-9'/SP MINI-SKIP LINE (W) F MERGE ARROW (W) G LEFT TURN ARROW (W) NOTES 1.REFER TO NCDOT STANDARD 1205.01 FOR PAVEMENT MARKING DETAILS 1 H A N G A R 2 MODERN AVIATION ACCESS ROAD N: 190976.28 E: 2329389.91 MODERN AVIATION DRIVEWAY MODERN AVIATION PARKING LOTS INSTALL PAVEMENT MARKING FOR STOP BAR. SEE DETAIL ON SHEET CP560. SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 1 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 6 4 5 5 0 \ I L M B P 1 - C P - 5 4 0 . d w g Pl o t t e d b y : Go r a , J e n n i f e r Pl o t t e d o n : 11 / 2 2 / 2 0 2 3 1 2 : 0 0 P M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 LEGEND PROPOSED ASPHALT PAVEMENT EXISTING PARKING LOT PAVEMENT MARKING PLAN - MODERN AVIATION PARKING LOTS N O R T H CP-540 PROPOSED PARKING STALL MARKING (TYP.) SEE DETAIL 1 ON SHEET CP560. NOR T H 20 20 40 20 0 1 INCH = FEET (WHEN PRINTED 34"x22") SCALE (IN FEET) 20 20 40 20 0 1 INCH = FEET (WHEN PRINTED 34"x22") SCALE (IN FEET) JJL JKG JKG NOTES INSTALL HANDICAP PARKING. SEE DETAILS 1 AND 2 ON SHEET CP560. MAINTAIN 10' CLEARANCE FROM EDGE OF PAVEMENT TO EXISTING AOA FENCE. 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022, SURVEY. b.NOVEMBER LOT IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. 2.REFER TO ELECTRICAL LAYOUT PLANS FOR GUIDANCE ON PROPOSED VOICE, CAMERA, CARD READER ISLANDS, ETC. 3.REFER TO SHEET CP-560 FOR PAVEMENT MARKING DETAILS. 4.REFER TO SHEET CP-563 FOR PARKING LOT CURB AND GUTTER DETAIL AND 10' TRANSITION FROM 2''6" CURB & GUTTER TO 2' SHOULDER. 5.ALL PARKING STALLS SHALL BE A MINIMUM OF 18' IN LENGTH AND 9' IN WIDTH. 6.CONTRACTOR IS RESPONSIBLE TO COORDINATE WITH OWNER AND TENANT FOR APPROVAL ON ADA STALLS BEFORE MARKING. THE PROPOSED ADA STALLS SHOWN IN THE PLAN VIEW NEED FURTHER COORDINATION WITH OWNER AND TENANT ON THE LOCATION. PREFERENCE IS TO LOCATE THESE STALLS WITHIN THE EXISTING MODERN AVIATION PARKING LOT FOR BETTER ACCESSIBILITY TO THE BUILDING. REVISIONS TO THE EXISTING PARKING LOT TO ACCOMMODATE THE ADA STALLS, INCLUDING AISLE STALLS, SHALL BE PER PAY ITEM SP-11 MODERN AVIATION ADA STALL PAVEMENT MARKING. 16' TYP. 7' TYP. TYPICAL TO ALL CORNER STALLS TYPICAL TO ALL EDGE STALLS 18' TYP. CURB & GUTTER 2'-6" TYP. 18' TYP. 9' TYP. 9' TYP. 9' TYP. MIN. 10' 16' TYP. 18' TYP. 9' TYP. 9' TYP. INSTALL HANDICAP PARKING SIGN. SEE HANDICAP PARKING SIGN DETAILS ON SHEET CP560. PROPOSED SIGN CONTRACTOR IS RESPONSIBLE TO COORDINATE WITH OWNER AND TENANT FOR APPROVAL OF LOCATION FOR ADA STALLS BEFORE MARKING, SEE NOTE 6. 18' TYP. SEE SHEET CP-563 FOR CURB & GUTTER DETAILS. 1 2' TYP. 1 1 1 1 ARFF ACCESS ROAD XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX X X XX XX XX ARFF ACCESS ROAD SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 1 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 6 4 5 5 0 \ I L M B P 1 - C P - 5 4 5 . d w g Pl o t t e d b y : Sa n d b e r g , E t h a n Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 2 : 2 1 P M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 100% DESIGN NORTH 11/22/2023 1 REVISED SINCE 60%11/22/2023 LEGENDLEGEND PROPOSED ASPHALT PAVEMENT EXISTING PARKING LOT PROPOSED PARKING STALL MARKING (TYP.) SEE DETAIL 1 ON SHEET CP560. PAVEMENT MARKING PLAN - AIRPORT PARKING LOT CP-545 JJL JKG JKG NOTES 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022, SURVEY. 2.REFER TO CS-201 FOR PARKING LOT GEOMETRY ALIGNMENT LAYOUT. 3.REFER TO SHEET CS-203 FOR GUIDANCE ON PROPOSED VOICE, CAMERA, CARD READER ISLANDS, ETC. 4.REFER TO FENCING SHEETS FOR GUIDANCE ON FENCING. 5.REFER TO SHEET CP-560 FOR PAVEMENT MARKING DETAILS. 6.ALL PARKING STALLS SHALL BE A MINIMUM OF 18' IN LENGTH AND 9' IN WIDTH FROM CENTER TO CENTER OF STALL MARKINGS. 7.THIS PARKING LOT SHALL BE USED FOR THE RENTAL CARS DURING CONSTRUCTION. CONTRACTOR SHALL REMOVE AND SALVAGE EXISTING RENTAL CAR SIGNS AND INSTALL IN THE PARKING LOT AS DIRECTED BY THE OWNER. REMOVAL SHALL INCLUDE REMOVAL OF SIGNS, POSTS, AND OTHER APPURTENANCES. INSTALLATION SHALL INCLUDE NEW POSTS, SALVAGED SIGNS, AND OTHER APPURTENANCES. IT IS ASSUMED THAT 20 NEW SIGNS MAY BE NECESSARY. THIS WORK SHALL BE COVERED UNDER "RENTAL CAR SIGN REMOVAL/REINSTALLATION ALLOWANCE". 0 1 INCH = FEET (WHEN PRINTED 34"x22") SCALE (IN FEET) 30 603030 TYPICAL FOR EDGE STALLS 18' TYP. 9' TYP. 9' TYP. 9' TYP. 24' TYP. 24' TYP.9' 18' TYP. 18' TYP. 18' TYP. 18' TYP. 18' TYP. 18' TYP. 18' TYP. 18' TYP. 18' TYP. 18' TYP. 9' TYP. 9' TYP. 9' TYP. 9' TYP. 9' TYP. 9' TYP. 9' TYP. 24' TYP. 24' TYP. 24' TYP. 24' TYP. 9' TYP. INSTALL PAVEMENT MARKING FOR STOP BAR. SEE DETAIL ON SHEET CP560. MA T C H L I N E S E E B E L O W MA T C H L I N E S E E A B O V E PROPOSED SIGN 24' TYP. 24' TYP. INSTALL HANDICAP PARKING. SEE DETAIL 2 ON SHEET CP560.INSTALL HANDICAP PARKING SIGN. SEE DETAIL ON SHEET CP560. PROPOSED SIDEWALK 2' TYP. 1 HE W L E T T D R I V E TR A S K D R I V E A 50 00+ 51 00+ 52 00 + 53 00+ 54 00 + 55 00 + BEGIN MARKING A TEMPORARY AIRPORT BLVD EXIT STA 50+17.22 END CL TEMPORARY AIRPORT BLVD EXIT: STA 56+02.41 END MARKING A AIRP O R T B L V D AIRPORT BLVD AIR P O R T B L V D BEGIN ALIGNMENT CL TEMPORARY AIRPORT BLVD EXIT: STA 50+00.00 B END MARKING B TEMPORARY AIRPORT BLVD EXIT STA 52+65.06, 12.00' L B MARKING INFLECTION POINT TEMPORARY AIRPORT BLVD EXIT STA 52+07.66, 12.00' L BEGIN MARKING B TEMPORARY AIRPORT BLVD EXIT STA 50+17.22, 24.00' L BEGIN MARKING B TEMPORARY AIRPORT BLVD EXIT STA 50+07.90, 12.00' R END MARKING B TEMPORARY AIRPORT BLVD EXIT STA 52+72.80, 12.00' R BEGIN MARKING B TEMPORARY AIRPORT BLVD EXIT STA 54+03.63, 14.00' R END MARKING B TEMPORARY AIRPORT BLVD EXIT STA 54+49.85, 14.00' R MARKING INFLECTION POINT END MARKING B BEGIN MARKING C TEMPORARY AIRPORT BLVD EXIT STA 54+26.80, 45.17' R R 6 3 . 0 0 ' R 4 1 8 . 6 1 ' R 8 7 . 0 0 ' CEND MARKING C TIE INTO EXISTING STRIPING TEMPORARY AIRPORT BLVD EXIT STA 54+25.79, 96.25' R R 4 4 9 . 5 0 ' NOVEMBE R L O T TEMPORARY PAVEMENT MARKING (SHEET 1 OF 1) CP-550 JRL KT JKG SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 1 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ l e u g e r s j \ d 0 4 6 4 5 5 0 \ I L M B P 1 - C P - 5 5 0 . d w g Pl o t t e d b y : Le u g e r s , J e f f r e y R . Pl o t t e d o n : 11 / 2 0 / 2 0 2 3 6 : 5 2 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 NOT RELEASED FOR CONSTRUCTION 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 NO R T H LEGEND A B C 6" 10'-30'/SP SKIP LINE (W) 6" EDGE LINE (W) 6" CENTER LINE (DBL Y) D 24" STOP BAR (W) E 6" 3'-9'/SP MINI-SKIP LINE (W) F MERGE ARROW (W) G LEFT TURN ARROW (W) NOTES 1.REFER TO NCDOT STANDARD 1205.01 FOR PAVEMENT MARKING DETAILS 1 9' (TYP.)9' (TYP.) 4" SOLID WHITE MARKING (TYP.) ACCESSIBILITY SYMBOL MARKING, WHITE4" SOLID WHITE MARKING (TYP.) INSTALL HANDICAP PARKING SIGN 4'6" FROM C/L OF MARKING SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 1 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 6 4 5 5 0 \ I L M B P 1 - C P - 5 4 0 . d w g Pl o t t e d b y : Sa n d b e r g , E t h a n Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 2 : 2 4 P M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 MARKING NOTES 1.SEE SHEETS CP540 AND CP545 FOR MARKING PLANS FOR PARKING LOTS. 2.CONTRACTOR SHALL CLEAN ANY DEBRIS AND SOIL FROM PAVEMENTS TO BE MARKED IMMEDIATELY PRIOR 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 THE MARKING APPLICATION. THE MARKING LAYOUT SHALL BE APPROVED BY THE AIRPORT AND ENGINEER PRIOR TO MARKING. ANY DEVIATIONS IN THE MARKING LAYOUT SHALL BE RESOLVED PRIOR TO MARKING. A REGISTERED SURVEYOR SHALL LAYOUT ALL PAVEMENT MARKINGS. 4.ALL MARKING EQUIPMENT SHALL BE CALIBRATED IN THE PRESENCE OF THE AIRPORT AND ENGINEER PRIOR TO MARKING EACH DAY. THE CALIBRATION SHALL ENSURE CONSISTENCY IN THE MARKING AND BEAD RATE APPLICATIONS. ANY MARKING EQUIPMENT USED FOR THE PROJECT SHALL BE ADEQUATE TO COMPLETE THE WORK PER THE CONTRACT DOCUMENTS. AT ANY TIME, THE AIRPORT AND ENGINEER MAY DIRECT THE CONTRACTOR TO SUPPLY ADDITIONAL OR SUPPLEMENTAL EQUIPMENT TO COMPLETE THE WORK IF IT IS SHOWN THE EQUIPMENT BEING USED IS NOT ADEQUATE TO COMPLETE THE WORK PER THE CONTRACT DOCUMENTS. ANY ADDITIONAL OR SUPPLEMENTAL EQUIPMENT REQUIRED WILL BE SUPPLIED AT NO ADDITIONAL COST TO THE AIRPORT. 5.ANY DEVIATIONS IN THE MARKING FROM THE APPROVED MARKING PLAN SHALL BE REPAIRED AT NO COST TO THE AIRPORT. THE CONTRACTOR SHALL FOLLOW THE REPAIR METHOD DIRECTED BY THE AIRPORT AND ENGINEER. 6.CONTRACTOR SHALL PROTECT ALL MARKINGS PLACED UNTIL THE PAVEMENT HAS BEEN TURNED OVER TO THE AIRPORT. ANY DAMAGE TO PAVEMENT MARKINGS PRIOR TO TURN OVER TO THE AIRPORT 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 FOR ROADS AND STRUCTURES DIVISION 12 AND NCDOT ROADWAY STANDARD DRAWING FOR PAVEMENT MARKINGS. PAVEMENT MARKING PLAN DETAILS CP-560 JJL JKG JKG CP560 1 PARKING STALL MARKING DETAIL NOT TO SCALE CP560 2 HANDICAP MARKING DETAIL NOT TO SCALE 7" DIAMETER CIRCLE 41 " 36" 24.75" OUTSIDE DIAMETER 1.75" 3" 3" 3'5"18' (TYP.) 45° 2' (TYP.) 5' HANDICAP PARKING SIGN NOTES 1.ALL 12"X18" ACCESIBLE SIGNS (R7-8 & R7-1) SHALL BE MOUNTED AT 7 FEET FROM GRADE TO BOTTOM EDGE OF SIGN FACE (MUTCD). MOUNTING HEIGHT CAN BE REDUCED TO 5 FEET IF PLACED IN AN AREA BETWEEN SIDEWALK AND BUILDING 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 OF TRANSPORTATION SUPPLEMENT. 3.IF ACCESSIBLE ROUTE IS A RAISED SIDEWALK AREA, THEN RAMPS ARE REQUIRED AT LOADING ZONE AREA. 4.SIGN: R7-8 (WITH ARROW) METAL LEGEND/BORDER-GREEN; WHITE SYMBOL ON BLUE BACKGROUND; BACKGROUND-WHITE. SIGN TO MEET CITY STANDARDS. 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 TO FINISHED GRADE. POST MUST BE SET IN CONCRETE DIRECTLY BEHIND BACK OF CURB. 7.USE A U-TYPE FANGED STEEL SECTION FOR SIGN POST PAINTED WHITE AND ATTACHED WITH RUSTPROOF HARDWARE. HANDICAP PARKING SIGNS NOT TO SCALE RESERVED PARKING MAXIMUM PENALTY $250 12" 18" 9" MUTCD R7-8 12"x18" R7-8 12"x9" XXX JKG JKG SIDEWALK AND ISLAND DETAILS (SHEET 1 OF 1) CP-563 SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 1 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 6 4 5 5 0 \ I L M B P 1 - C P - 5 6 3 . d w g Pl o t t e d b y : Go r a , J e n n i f e r Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 1 1 : 4 6 P M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 JJL JKG JKG SCALE: PROPOSED 4" THICK CONCRETE SIDEWALK SECTION NOT TO SCALE 1 CP-563 4" AGGREGATE BASE COURSE (ABC) PROPOSED 4" CONCRETE SIDEWALK 1 L7 L14 L15 L16 L17 L18 C14 C15 C16 L8 C7 10 00 + 11 00 + 12 00 + 13 00 + 14 00 + 1 5 0 0 + 1 6 0 0 + 1 7 0 0 + 1 8 0 0 + 1 9 0 0 + 2 0 0 0 + 2 1 0 0 + 2 2 0 0 + 2 3 0 0 + 2 4 0 0 + 2 5 0 0 + 2 6 0 0 + 2 7 0 0 + 2 8 0 0 + 2 9 0 0 + 3 0 0 0 + 31 00 + 32 00+33 00+34 00+35 00+36 00+36 25+ 1 0 0 0 + 11 00 + 12 00 + 13 0 0 + 14 00 + 15 0 0 + 1 6 0 0 + 1 7 0 0 + 1 8 0 0 + 19 00 + 20 00+21 00+ 64 00+65 00+ 66 00+ 67 00+ 68 00+ 69 00+ 69 98+ BEGIN AIRPORT BOULEVARD EXIT STA: 10+00.00 N: 190343.11 E: 2326740.27 BEGIN EMERGENCY ACCESS ROAD STA: 10+00.00 N: 190230.60 E: 2326823.20 BEGIN RETURN TO TERMINAL STA: 70+10.21 N: 190520.69 E: 2327807.45 END AIRPORT BOULEVARD STA: 70+10.21 END AIRPORT BOULEVARD EXIT STA: 21+28.25 N: 190524.68 E: 2327796.13 END EMERGENCY ACCESS ROAD STA: 36+25.28 N: 189659.78 E: 2328930.60 He w l e t t D r i v e Alleg h e n y D r i v e MA T C H L I N E A - A N O R T H GEOMETRY ALIGNMENT LAYOUT (SHEET 1 OF 2) CS-100 JRL KT JKG SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 1 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p a t e b \ d 0 4 6 4 5 5 0 \ I L M B P 1 - C S - 1 0 0 . d w g Pl o t t e d b y : Pa t e , B r i c e Pl o t t e d o n : 11 / 2 0 / 2 0 2 3 5 : 2 4 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 200100100 100 NOT RELEASED FOR CONSTRUCTION 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 NOTES 1.SEE SHEET CS110 FOR ALIGNMENT AND CURVE DATA TABLES 1 L6 C5 C6 L26 C25 50 00 + 51 00 + 52 00 + 5 3 0 0 + 5 4 0 0 + 5 5 0 0 + 5 6 0 0 + 5 7 0 0 + 5 8 0 0 + 5 9 0 0 + 6 0 0 0 + 61 00 + 62 00+ 63 00+ 00 10 00 + 11 00 + 1 2 0 0 + 1 3 0 0 + 1 4 0 0 + 1 5 0 0 + 1 6 0 0 + 1 7 0 0 + 1 8 0 0 + 19 00 + 20 00 + 21 0 0 + 2 2 0 0 + 23 00 + 24 0 0 + 2 5 0 0 + 2 6 0 0 + 2 7 0 0 + 10 00+ 11 00+ 12 00 + BEGIN AIRPORT BOULEVARD STA: 50+00.00 N: 190776.86 E: 2329325.67 BEGIN ARFF ACCESS ROAD STA: 10+00.00 N: 191300.21 E: 2328593.38 END ARFF ACCESS ROAD STA: 27+73.05 N: 190621.54 E: 2330117.52 END MODERN AVIATION ACCESS ROAD STA: 12+01.92 N: 191065.71 E: 2329382.82 BEGIN MODERN AVIATION ACCESS ROAD STA: 10+00.00 N: 190893.40 E: 2329318.40 10 00 + 11 00 + 12 00 + 1 3 0 0 + 1 4 0 0 + BEGIN MODERN AVIATION DRIVEWAY STA: 10+00.00 N: 191418.73 E: 2328895.92 END MODERN AVIATION DRIVEWAY STA: 14+09.88 N: 191188.36 E: 2329187.02 L33 L34 L35 C32 C33 END EMERGENCY ACCESS ROAD 5 0 0 0 + 5 1 0 0 + 5 2 0 0 + 53 00 + 54 00+ 55 00+ L38 C37 C38 C39 He w l e t t D r i v e L46 L47 L48 L49 L50 L51 C46 C47 C48 C49 C50 6 0 39 + 6 1 00 + 62 00 + 63 00+ L52 C51 MA T C H L I N E A - A N O R T H GEOMETRY ALIGNMENT LAYOUT (SHEET 2 OF 2) CS-102 JRL KT JKG SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 1 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p a t e b \ d 0 4 6 4 5 5 0 \ I L M B P 1 - C S - 1 0 0 . d w g Pl o t t e d b y : Pa t e , B r i c e Pl o t t e d o n : 11 / 2 0 / 2 0 2 3 5 : 2 4 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 200100100 100 NOT RELEASED FOR CONSTRUCTION 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 NOTES 1.SEE SHEET CS110 FOR ALIGNMENT AND CURVE DATA TABLES 1 AIRPORT BOULEVARD Number C5 L6 C6 L7 Length 1010.297 161.672 783.808 301.575 Radius 1200.000 550.000 Line/Chord Direction N54° 48' 25.72"W N78° 55' 34.32"W S60° 14' 51.15"W S19° 25' 16.62"W Chord Length 980.722 719.144 External Tangent 537.265 475.187 Delta Angle 48° 14' 17.20" 81° 39' 09.06" PC 47+40.75 59+12.72 PT 57+51.05 66+96.53 AIRPORT BOULEVARD EXIT Number L8 C7 Length 824.810 303.436 Radius 250.000 Line/Chord Direction N88° 57' 49.41"E N54° 11' 33.02"E Chord Length 285.151 External Tangent 173.568 Delta Angle 69° 32' 32.79" PC 18+24.81 PT 21+28.25 EMERGENCY ACCESS ROAD Number L14 C14 L15 C15 L16 C16 L17 L18 Length 107.716 365.156 232.802 434.573 291.612 173.125 309.597 123.697 Radius 333.000 1000.000 333.000 Line/Chord Direction S00° 00' 00.00"E S31° 24' 51.44"E S62° 49' 42.88"E S75° 16' 41.39"E S87° 43' 39.91"E S72° 50' 02.02"E S57° 56' 24.14"E N47° 53' 31.16"E Chord Length 347.134 431.161 171.181 External Tangent 203.378 220.772 88.566 Delta Angle 62° 49' 42.88" 24° 53' 57.03" 29° 47' 15.77" PC 11+07.72 17+05.67 24+31.86 PT 14+72.87 21+40.25 26+04.98 MODERN AVIATION ACCESS ROAD Number L26 C25 Length 144.929 60.022 Radius 38.000 Line/Chord Direction N32° 33' 03.87"E N12° 41' 55.62"W Chord Length 53.974 External Tangent 38.333 Delta Angle 90° 29' 58.99" PC 11+44.93 PT 12+04.95 MODERN AVIATION DRIVEWAY Number L34 C32 L33 C33 L35 Length 30.049 117.019 46.533 61.902 154.374 Radius 75.000 75.000 Line/Chord Direction N79° 36' 29.78"E S55° 41' 37.73"E S10° 59' 45.24"E S34° 38' 26.12"E S58° 17' 06.99"E Chord Length 105.505 60.160 External Tangent 74.213 32.836 Delta Angle 89° 23' 44.97" 47° 17' 21.74" PC 10+30.05 11+93.60 PT 11+47.07 12+55.50 TEMPORARY AIRPORT BLVD EXIT Number C37 C38 L38 C39 Length 797.343 111.821 181.774 100.313 Radius 437.500 75.000 75.000 Line/Chord Direction N28° 24' 37.53"W N37° 54' 31.59"W N04° 48' 13.01"E N33° 30' 46.66"W Chord Length 691.486 101.748 93.001 External Tangent 564.240 69.238 59.267 Delta Angle 104° 25' 17.34" 85° 25' 29.21" 76° 37' 59.35" PC 44+11.16 52+08.50 55+02.10 PT 52+08.50 53+20.32 56+02.41 ARFF ACCESS ROAD Number L46 C46 L47 C47 L48 C48 L49 C49 L50 C50 L51 Length 56.086 106.398 93.827 382.995 160.850 152.868 53.728 263.944 266.386 119.394 116.579 Radius 100.000 1000.000 333.000 250.000 500.000 Line/Chord Direction S17° 57' 52.99"E S48° 26' 43.65"E S78° 55' 34.32"E S67° 57' 15.16"E S56° 58' 56.00"E S43° 49' 51.74"E S30° 40' 47.48"E S60° 55' 32.27"E N88° 49' 42.94"E S84° 19' 50.32"E S77° 29' 23.58"E Chord Length 101.450 380.658 151.529 251.855 119.110 External Tangent 58.859 193.873 77.805 145.771 59.982 Delta Angle 60° 57' 41.33" 21° 56' 38.32" 26° 18' 08.52" 60° 29' 29.58" 13° 40' 53.48" PC 10+56.09 12+56.31 18+00.16 20+06.75 25+37.08 PT 11+62.48 16+39.31 19+53.02 22+70.70 26+56.47 NOVEMBER LOT EXIT RAMP Number L52 C51 Length 106.805 153.866 Radius 333.000 Line/Chord Direction S87° 19' 36.51"W S74° 05' 23.11"W Chord Length 152.501 External Tangent 78.332 Delta Angle 26° 28' 26.80" PC 61+45.71 PT 62+99.58 GEOMETRY ALIGNMENT DATA (SHEET 1 OF 1) CS-110 JRL KT JKG SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 1 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p a t e b \ d 0 4 6 4 5 5 0 \ I L M B P 1 - C S - 1 0 0 . d w g Pl o t t e d b y : Pa t e , B r i c e Pl o t t e d o n : 11 / 2 0 / 2 0 2 3 5 : 2 4 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 200100100 100 NOT RELEASED FOR CONSTRUCTION 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 1 MODERN AVIATION DRIVEWAY N: 191332.94 E: 2328856.82 N: 191267.45 E: 2328816.32 N: 191336.08 E: 2328891.67 N: 191237.42 E: 2328830.67 N: 191177.99 E: 2328926.78 N: 191123.82 E: 2329014.39 N: 191114.88 E: 2329028.85 N: 191069.65 E: 2329101.99 N: 191079.16 E: 2329116.89 N: 191276.65 E: 2328987.79 N: 191222.48 E: 2329075.39N: 191267.71 E: 2329002.24 N: 191213.54 E: 2329089.85 N: 191168.32 E: 2329163.00 N: 191169.05 E: 2328941.24 N: 191188.19 E: 2328944.84 N: 191097.64 E: 2329127.90 N: 191061.74 E: 2329140.21 N: 191131.01 E: 2329147.23 N: 191127.99 E: 2329138.07 N: 191107.87 E: 2329125.62 N: 191256.41 E: 2328834.18 N: 191246.77 E: 2328836.45 N: 191321.90 E: 2328874.68 N: 191324.17 E: 2328884.31 N: 191156.91 E: 2329155.95 N: 191076.81 E: 2329106.42 N: 191283.61 E: 2328890.97 N: 191270.43 E: 2328862.84 N: 191292.55 E: 2328876.51 N: 191261.49 E: 2328877.30 N: 191229.44 E: 2328978.58 N: 191216.26 E: 2328950.45 N: 191238.38 E: 2328964.12 N: 191207.32 E: 2328964.91 N: 191153.43 E: 2329156.74 N: 191150.16 E: 2329162.03 N: 191189.77 E: 2328942.29 N: 191134.03 E: 2329032.43 N: 191135.61 E: 2329029.88 N: 191256.08 E: 2328986.84 N: 191257.65 E: 2328984.28 N: 191294.82 E: 2328886.15 N: 191293.24 E: 2328888.70 N: 191187.36 E: 2328932.57 N: 191178.39 E: 2328947.02 N: 191133.17 E: 2329020.16 N: 191124.25 E: 2329034.64 N: 191118.56 E: 2329167.59 N: 191267.28 E: 2328981.99 N: 191258.37 E: 2328996.47 N: 191260.80 E: 2328865.11 N: 191259.22 E: 2328867.66 N: 191239.07 E: 2328976.31 N: 191240.65 E: 2328973.76 N: 191175.27 E: 2329066.19N: 191184.21 E: 2329051.73 N: 191184.91 E: 2329063.91 N: 191186.48 E: 2329061.36 N: 191201.94 E: 2329074.46 N: 191203.51 E: 2329071.90 N: 191213.14 E: 2329069.61 N: 191204.22 E: 2329084.09 N: 191084.04 E: 2329148.34 N: 191210.98 E: 2328949.59 N: 191205.05 E: 2328955.27 N: 191162.10 E: 2329038.05 N: 191153.16 E: 2329052.51 N: 191156.81 E: 2329037.19 N: 191150.02 E: 2329048.16 N: 191066.02 E: 2329137.07 N: 191295.68 E: 2328880.86 N: 191288.89 E: 2328891.83 N: 191265.14 E: 2328861.98 N: 191258.36 E: 2328872.95 N: 191252.06 E: 2328837.31 N: 191241.51 E: 2328968.47 N: 191234.73 E: 2328979.44 N: 191204.19 E: 2328960.56 N: 191190.48 E: 2328936.93 N: 191183.68 E: 2328947.89 N: 191136.30 E: 2329024.51 N: 191129.54 E: 2329035.49 N: 191102.29 E: 2329124.68 N: 191082.94 E: 2329154.03 N: 191064.17 E: 2329139.03 N: 191080.19 E: 2329111.16 N: 191207.86 E: 2329068.78 N: 191201.07 E: 2329079.74 N: 191261.99 E: 2328981.14 N: 191255.23 E: 2328992.13 N: 191321.04 E: 2328879.96 N: 191131.25 E: 2329142.07 N: 191151.01 E: 2329165.50 N: 191154.96 E: 2329155.62 N: 191149.86 E: 2329163.94 N: 191107.18 E: 2329172.21 N: 191086.24 E: 2329158.81 N: 191082.89 E: 2329153.77 N: 191118.75 E: 2329163.48 N: 191099.83 E: 2329165.13 N: 191151.76 E: 2329159.44 H A N G A R 2 MODERN AVIATION ACCESS ROAD MIN. 10' N: 190859.83 E: 2329424.64 N: 190907.37 E: 2329350.58 N: 190943.81 E: 2329373.63 N: 190947.79 E: 2329367.26 N: 190981.48 E: 2329388.76 N: 190977.42 E: 2329395.10 N: 190989.81 E: 2329403.50 N: 190989.81 E: 2329443.42 N: 190889.09 E: 2329443.42 N: 190935.04 E: 2329394.48 N: 190922.60 E: 2329397.19 N: 190914.67 E: 2329409.56 N: 190951.81 E: 2329410.16 N: 190922.24 E: 2329423.42 N: 190942.81 E: 2329423.42 N: 190947.67 E: 2329402.59 N: 190951.81 E: 2329414.42 N: 190914.34 E: 2329418.74 N: 190949.17 E: 2329420.78 N: 190950.71 E: 2329405.85 N: 190976.28 E: 2329389.91 N: 190948.96 E: 2329372.42 N: 190928.26 E: 2329393.26 SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 1 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 6 4 5 5 0 \ I L M B P 1 - C S - 2 0 0 . d w g Pl o t t e d b y : Sa n d b e r g , E t h a n Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 2 : 1 6 P M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 LEGEND PROPOSED ASPHALT PAVEMENT EXISTING FEATURES GEOMETRY ALIGNMENT LAYOUT - MODERN AVIATION PARKING LOTS N O R T H CS-200 NOR T H 20 20 40 20 0 1 INCH = FEET (WHEN PRINTED 34"x22") SCALE (IN FEET) 20 20 40 20 0 1 INCH = FEET (WHEN PRINTED 34"x22") SCALE (IN FEET) JJL JKG JKG MAINTAIN 10' CLEARANCE FROM BACK OF CURB TO EXISTING AOA FENCE. R9' R3.75'R3.75' 24' TYP. 24' TYP. 24' TYP. 24' TYP. 17' TYP. CURB & GUTTER 2'-6" TYP. CURB & GUTTER 2'-6" TYP. 24' R7.5' R7.5' R2.5' R7.5' R7.5' R7.5' 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022, SURVEY. 2.REFER TO ROADWAY SHEETS FOR GUIDANCE ON PROPOSED ROADWAYS. 3.REFER TO SHEET CP-545 & CP-560 FOR PAVEMENT MARKING PLANS AND DETAILS. 6.NORTHING AND EASTING CALLOUTS ARE POINTING TO THE EDGE OF THE ASPHALT PAVING LIMITS AND MID-POINT OF ARCS. ALL ARC RADII ARE TO BE A RADIUS OF 7' TO THE EDGE OF GUTTER UNLESS OTHERWISE SPECIFIED. 7.ALL CURB AND GUTTER ARE TO BE 2'-6" WIDE. 8.A CLEARANCE DISTANCE OF AT LEAST 10' IS TO BE MAINTAINED FROM THE EXISTING AOA FENCE TO THE BACK OF CURB. 9.CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL EXISTING TREES THAT HAVE NOT BEEN MARKED FOR RELOCATION DURING CONSTRUCTION. NOTES R9' R9' R9' R2.5' 3' TYP. 20' TYP. 20' TYP. 20' TYP. 20' TYP. 24' 24' CONTRACTOR TO BE RESPONSIBLE FOR FIELD SURVEY TO VERIFY DRAINAGE PATTERN OF THE ISLAND LOCATION 10' TRANSITION FROM 2'-6" CURB & GUTTER TO 2' SHOULDER. SEE DETAIL ON SIDEWALK AND ISLAND DETAIL SHEET. 10' 10' 113' TYP.86' TYP.86' TYP. 77' 86' TYP. CURB & GUTTER 2'-6" TYP. 88' 1 ARFF ACCESS ROAD N: 190667.21 E: 2329499.64 N: 190650.12 E: 2329545.43 N: 190641.17 E: 2329542.05 N: 190592.59 E: 2329558.71 N: 190593.87 E: 2329566.93 N: 190607.87 E: 2329566.93 N: 190607.87 E: 2329661.92 N: 190607.87 E: 2329678.92 N: 190,607.87 E: 2,329,764.91 N: 190,607.87 E: 2,329,781.91 N: 190491.87 E: 2329678.87 N: 190491.87 E: 2329661.87 N: 190491.87 E: 2329564.87 N: 190507.87 E: 2329559.74 N: 190505.37 E: 2329564.87 N: 190,569.86 E: 2,329,670.46 N: 190569.87 E: 2329581.43 N: 190569.87 E: 2329570.87 N: 190532.23 E: 2329576.76 N: 190563.25 E: 2329566.13 N: 190533.37 E: 2329584.93 N: 190531.90 E: 2329676.85 N: 190531.90 E: 2329779.85 N: 190507.87 E: 2329562.37 N: 190491.87 E: 2329781.87 N: 190491.87 E: 2329764.87 N: 190657.13 E: 2329508.57 N: 190590.62 E: 2329531.37 N: 190642.27 E: 2329544.32 N: 190599.98 E: 2329558.82 N: 190589.87 E: 2329562.93 N: 190567.78 E: 2329566.79 N: 190568.84 E: 2329583.90 N: 190530.52 E: 2329578.04 N: 190530.89 E: 2329583.90 N: 190507.14 E: 2329564.14 N: 190507.85 E: 2329676.87 N: 190531.92 E: 2329663.95 N: 190531.92 E: 2329766.95 N: 190507.82 E: 2329766.95 N: 190507.80 E: 2329779.85 N: 190567.80 E: 2329676.91N: 190567.82 E: 2329664.01 N: 190591.92 E: 2329663.95 N: 190592.04 E: 2329676.91 N: 190567.82 E: 2329767.01 N: 190567.80 E: 2329779.91 N: 190591.92 E: 2329766.93 N: 190591.90 E: 2329779.83 N: 190646.25 E: 2329542.13 N: 190502.36 E: 2329667.89 N: 190502.35 E: 2329672.89 N: 190479.47 E: 2329672.85 N: 190484.47 E: 2329609.15 N: 190636.90 E: 2329546.16 N: 190663.06 E: 2329505.12 N: 190479.47 E: 2329613.48 N: 190484.46 E: 2329611.87 N: 190489.86 E: 2329616.88 N: 190626.88 E: 2329516.83 N: 190656.48 E: 2329506.68 86' TYP. 5.40' ARFF ACCESS ROAD MIN. 10' XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX X X XX XX XX ARFF ACCESS ROAD N: 190607.87 E: 2329867.89 N: 190607.87 E: 2329884.89 N: 190607.87 E: 2329970.88 N: 190607.87 E: 2329987.88 N: 190607.87 E: 2330037.86 N: 190603.35 E: 2330060.00 N: 190584.14 E: 2330085.58 N: 190565.37 E: 2330080.60 N: 190558.75 E: 2330089.37 N: 190606.31 E: 2330125.27 N: 190556.13 E: 2330125.38 N: 190539.69 E: 2330140.12 N: 190548.14 E: 2330157.12 N: 190520.74 E: 2330187.63 N: 190499.67 E: 2330184.23 N: 190491.87 E: 2330177.25 N: 190491.87 E: 2330162.91 N: 190547.88 E: 2330037.93 N: 190547.88 E: 2330055.93 N: 190565.89 E: 2330037.93 N: 190568.31 E: 2330042.70 N: 190551.15 E: 2330066.15 N: 190567.82 E: 2329973.01 N: 190567.80 E: 2329882.91 N: 190531.90 E: 2329882.85 N: 190507.82 E: 2329972.95 N: 190551.03 E: 2330127.65 N: 190540.21 E: 2330150.06 N: 190589.86 E: 2330044.83 N: 190491.87 E: 2329884.87 N: 190491.87 E: 2329867.87 N: 190491.87 E: 2329987.87 N: 190491.87 E: 2329970.87 N: 190491.87 E: 2330081.87 N: 190491.87 E: 2330064.87 N: 190491.87 E: 2330131.87 N: 190615.53 E: 2330089.20 N: 190601.92 E: 2330098.36 N: 190601.92 E: 2330127.36 N: 190557.91 E: 2330096.99 N: 190509.87 E: 2330138.87 N: 190509.67 E: 2330142.79 N: 190507.80 E: 2329985.85 N: 190567.80 E: 2329985.91 N: 190567.82 E: 2329870.01 N: 190531.92 E: 2329869.95 N: 190591.92 E: 2329869.92 N: 190591.90 E: 2329882.82 N: 190591.92 E: 2329972.90 N: 190591.90 E: 2329985.80 N: 190531.92 E: 2329972.95 N: 190531.90 E: 2329985.85 N: 190568.57 E: 2330039.57 N: 190591.92 E: 2330039.89 N: 190590.62 E: 2330049.80 N: 190569.94 E: 2330077.80 N: 190562.92 E: 2330098.36 N: 190537.87 E: 2330145.20 N: 190507.40 E: 2330177.12 N: 190509.10 E: 2330143.72 N: 190507.82 E: 2330133.92 N: 190530.69 E: 2330056.89 N: 190538.18 E: 2330069.75 N: 190507.80 E: 2330079.85 N: 190507.82 E: 2330066.95 N: 190507.82 E: 2329869.95 N: 190507.80 E: 2329882.85 N: 190562.92 E: 2330127.36 N: 190553.30 E: 2330125.98 N: 190607.32 E: 2330100.86 N: 190611.70 E: 2330099.32 N: 190614.16 E: 2330095.37 N: 190575.15 E: 2330079.05 68' 50' N: 190502.84 E: 2330081.89 77' SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 1 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 6 4 5 5 0 \ I L M B P 1 - C S - 2 0 1 . d w g Pl o t t e d b y : Sa n d b e r g , E t h a n Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 2 : 1 8 P M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 100% DESIGN NORTH 11/22/2023 1 REVISED SINCE 60%11/22/2023 LEGENDLEGEND PROPOSED ASPHALT PAVEMENT GEOMETRY ALIGNMENT LAYOUT - AIRPORT PARKING LOT CS-201 JJL JKG JKG NOTES 0 1 INCH = FEET (WHEN PRINTED 34"x22") SCALE (IN FEET) 30 603030 SEE ELECTRICAL LAYOUT SHEETS FOR INFORMATION REGARDING GATE ENTRANCE AND EXIT. 24' TYP. 24' TYP. R5' R3.5' R3.5' R3.5' R4' R2.5' R3' R3' R12' R3.5' R3' R7.5' 24' TYP. 24' TYP. MAINTAIN 10' CLEARANCE FROM BACK OF CURB TO PROPOSED AOA FENCE. REFER TO FENCING SHEETS FOR GUIDANCE ON FENCING . CURB & GUTTER 2'-6" TYP. 24' TYP. 12' 12' 12' 24' MA T C H L I N E S E E B E L O W MA T C H L I N E S E E A B O V E 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022, SURVEY. 2.REFER TO ROADWAY SHEETS FOR GUIDANCE ON PROPOSED ROADWAYS. 3.REFER TO SHEET CS-203 FOR GUIDANCE ON PROPOSED VOICE, CAMERA, CARD READER ISLANDS, ETC. 4.REFER TO SHEET CP-545 & CP-560 FOR PAVEMENT MARKING PLANS AND DETAILS. 5.REFER TO FENCING PLAN SHEETS FOR GUIDANCE ON PROPOSED FENCING. 6.NORTHING AND EASTING CALLOUTS ARE POINTING TO THE EDGE OF THE ASPHALT PAVING LIMITS AND MID-POINT OF ARCS. ALL ARC RADII ARE TO BE A RADIUS OF 7' TO THE EDGE OF GUTTER UNLESS OTHERWISE SPECIFIED. 7.ALL CURB AND GUTTER ARE TO BE 2'-6" WIDE. 8.NORTHING AND EASTING CALLOUTS ARE POINTING TO THE EDGE OF THE SIDEWALK LIMITS. ALL SIDEWALKS ARE TO BE 5' WIDE. . 9.THIS PARKING LOT SHALL BE USED FOR THE RENTAL CARS DURING CONSTRUCTION. CONTRACTOR SHALL REMOVE AND SALVAGE EXISTING RENTAL CAR SIGNS AND INSTALL IN THE PARKING LOT AS DIRECTED BY THE OWNER. REMOVAL SHALL INCLUDE REMOVAL OF SIGNS, POSTS, AND OTHER APPURTENANCES. INSTALLATION SHALL INCLUDE NEW POSTS, SALVAGED SIGNS, AND OTHER APPURTENANCES. IT IS ASSUMED THAT 20 NEW SIGNS MAY BE NECESSARY. THIS WORK SHALL BE COVERED UNDER" RENTAL CAR SIGN REMOVAL/REINSTALLATION ALLOWANCE". 17' TYP. 17' TYP. 3' TYP. 24' PROPOSED CONCRETE PAVEMENT MATCHLINE SEE CS-202 CURB & GUTTER 2'-6" TYP. PROPOSED SIDEWALK 12' EXISTING FEATURES R17.5' ARFF ACCESS ROAD. REFER TO ROADWAY SHEETS. ARFF ACCESS ROAD. REFER TO ROADWAY SHEETS. END OF CURB END OF CURB 95' TYP.86' TYP. 86' TYP. 32 ' 4 1 ' 50' 97' 5' SIDEWALK TYP. 1 RE N T A L C A R L O T N: 190324.63 E: 2329590.90 N: 190327.13 E: 2329586.21 N: 190256.20 E: 2329507.81 N: 190253.78 E: 2329512.59 N: 190215.38 E: 2329508.71 N: 190199.25 E: 2329471.12 N: 190187.51 E: 2329459.06 N: 190179.04 E: 2329440.72N: 190177.50 E: 2329421.80 N: 190180.10 E: 2329409.91N: 190179.26 E: 2329409.19 N: 190158.70 E: 2329402.15 N: 190174.85 E: 2329348.92 N: 190179.54 E: 2329350.68 N: 190181.74 E: 2329404.73 N: 190184.94 E: 2329407.46 N: 190185.16 E: 2329410.53 N: 190182.54 E: 2329422.15 N: 190183.95 E: 2329439.43 N: 190191.69 E: 2329456.18 N: 190203.47 E: 2329468.29 N: 190218.81 E: 2329504.03 SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 1 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 6 4 5 5 0 \ I L M B P 1 - C S - 2 0 1 . d w g Pl o t t e d b y : Sa n d b e r g , E t h a n Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 2 : 1 9 P M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 100% DESIGN NORTH 11/22/2023 1 REVISED SINCE 60%11/22/2023 LEGENDLEGEND PROPOSED SIDEWALK EXISTING FEATURES CS-202 JJL JKG JKG 0 1 INCH = FEET (WHEN PRINTED 34"x22") SCALE (IN FEET) 30 603030 MATCHLINE SEE CS-201 TOP VIEWPORT NOTES GEOMETRY ALIGNMENT LAYOUT - AIRPORT PARKING LOT 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022, SURVEY. 2.REFER TO ROADWAY SHEETS FOR GUIDANCE ON PROPOSED ROADWAYS. 3.REFER TO SHEET CS-203 FOR GUIDANCE ON PROPOSED VOICE, CAMERA, CARD READER ISLANDS, ETC. 4.REFER TO SHEET CP-545 & CP-560 FOR PAVEMENT MARKING PLANS AND DETAILS. 5.REFER TO FENCING PLAN SHEETS FOR GUIDANCE ON PROPOSED FENCING. 6.NORTHING AND EASTING CALLOUTS ARE POINTING TO THE EDGE OF THE ASPHALT PAVING LIMITS AND MID-POINT OF ARCS. ALL ARC RADII ARE TO BE A RADIUS OF 7' TO THE EDGE OF GUTTER UNLESS OTHERWISE SPECIFIED. 7.ALL CURB AND GUTTER ARE TO BE 2'-6" WIDE. 8.NORTHING AND EASTING CALLOUTS ARE POINTING TO THE EDGE OF THE SIDEWALK LIMITS. ALL SIDEWALKS ARE TO BE 5' WIDE. . 9.THIS PARKING LOT SHALL BE USED FOR THE RENTAL CARS DURING CONSTRUCTION. CONTRACTOR SHALL REMOVE AND SALVAGE EXISTING RENTAL CAR SIGNS AND INSTALL IN THE PARKING LOT AS DIRECTED BY THE OWNER. REMOVAL SHALL INCLUDE REMOVAL OF SIGNS, POSTS, AND OTHER APPURTENANCES. INSTALLATION SHALL INCLUDE NEW POSTS, SALVAGED SIGNS, AND OTHER APPURTENANCES. IT IS ASSUMED THAT 20 NEW SIGNS MAY BE NECESSARY. THIS WORK SHALL BE COVERED UNDER" RENTAL CAR SIGN REMOVAL/REINSTALLATION ALLOWANCE". 1 XX XX XX XX XX XX XX X X XX 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 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X ARFF ACCESS ROAD AR F F BU I L D I N G SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, 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 1 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 6 4 5 5 0 \ I L M B P 1 - C S - 2 0 3 . d w g Pl o t t e d b y : Go r a , J e n n i f e r Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 1 1 : 5 4 P M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 100% DESIGN NORTH 11/22/2023 1 REVISED SINCE 60%11/22/2023 NOTES 1.ELECTRICAL CABLE, POWER AND DATA, SHALL BE PROVIDED FOR CARD ACCESS, SLIDE GATES, AND OTHER POWER OPERATED EQUIPMENT. 2.CONTRACTOR IS RESPONSIBLE FOR SURVEY OF EXISTING PAVEMENT LIMITS, BUILDING LIMITS, AND ANY NECESSARY FEATURES IN ORDER TO MAINTAIN PROPER CLEARANCES FROM EXISTING FEATURES. ARFF BUILDING PROPOSED WORK CS-203 JJL JKG JKG ISLAND 1 DETAILS: 6" BOLLARDS, TYP. ISLAND 2 DETAILS: IN GATE ARM, 12 FOOT 6" BOLLARDS, TYP. UPGRADE RELOCATED CARD READER WITH INTERCOM & CAMERA CCTV TO DISPATCH STATION/AUDIO /VOICE/CARD ACCESS GATE DIRE C T I O N G A T E D I R E C T I O N EXISTING FENCE, TYP. SALVAGE AND RELOCATE CANTILEVER SLIDE GATE, 18' OPENING PROPOSED 4' HIGH WOOD POST FENCE WITH STEEL CABLE (SEE FENCING SHEETS FOR GUIDANCE) TRUCK TURNAROUND INFILL PROPOSED SIDA FENCING TO TIE INTO EXISTING FENCE (SEE FENCING SHEETS FOR GUIDANCE) PROPOSED ASPHALT PAVEMENT REFER TO ISLAND 2 DETAILS REFER TO ISLAND 1 DETAILS REMOVE EXISTING FENCE, TYP. SALVAGE AND RELOCATE EXISTING CARD READER 6" BOLLARDS, TYP. EXISTING FENCING TO REMAIN PROPOSED SIDA FENCING TO TIE INTO EXISTING FENCE PROPOSED 20' LIFT GATE ARM (SEE ELECTRICAL GATE DETAIL SHEETS FOR GUIDANCE) GATE ARM, 12 FOOT PROPOSED 4' MAN GATE WITH PAD LOCK (SEE FENCING SHEETS FOR GUIDANCE) 6" BOLLARDS, TYP. UPGRADE RELOCATED CARD READER WITH INTERCOM & CAMERA CONSTRUCT NEW CONCRETE ISLAND WITH UPDATED CARD READER EQUIPMENT (REFER TO ISLAND 1 DETAILS) CCTV TO DISPATCH STATION/AUDIO /VOICE/CARD ACCESS CANOPY (NIC) FUTURE PHASE BOLLARDS 10' MIN. SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 30 6030 30 1 SDSDSD SD SD SD SD SD SD SD MH MH SAN SAN SAN SAN SAN SAN MH MH SAN SAN SAN SA N SA N SA N SA N SA N SA N SA N SA N SA N SAN SAN W S A N S A N S A N SAN SAN SAN SAN SAN SAN SA N SA N SA N SA N SA N SA N SA N SA N SA N SAN SAN SAN SAN SA N SA N SA N SA N SAN SAN SA N SA N SAN SAN SAN SAN SAN SAN SAN SAN SAN SA N SA N 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 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 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 GAS GAS GAS GAS S A N S A N SA N S 12" W 12" 6" GAS GAS GAS GAS GAS GAS GAS GAS GAS GASGASGASGASGASGASGASGASGASGASGASGASGASGAS GAS GAS GA S GA S GA S GA S GAS GAS GAS GAS GAS GAS 48" R C P 48 " R C P W W W W GAS GAS GAS S A N S A N SA N S W W W W W G G G SD SD GAS GAS GA S G A S G G GAS GAS GAS GAS GAS GAS GAS GAS S SSANSAN GAS GAS GAS GAS GAS GAS GAS GAS W W W W SA N SA N W W W SA N SA N SAN SA N SAN S WWWWWWWW W SA N SA N SA N SA N SA N SAN SAN W W W W W SAN SAN SAN 6" PVC S E R V I C E S S W W W W W WWWW W W W W W SA N S A N SA N SA N SA N SA N SA N SAN SAN SAN SAN SAN SA N SA N SA N SA N SA N SA N S A N SA N SA N SA N SA N S A N S S S S S S S S S S S S S S S S S SAN SAN SA N SA N SA N SA N SAN SAN SAN SAN SAN SAN SAN SAN SAN SA N SA N SA N SA N SA N SA N S S 8" 8" 8" 8" 8" 6" W W W W W W W W W W W W W W W W W W W W W W W 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 2" W W W W W W W W W W W W W W W W W W W W 8" WATER 8" WATER 8" W A T E R S W W W W WW S S S SAN SAN SAN W W W W SAN SA N S S 12" W A T E R 12" W A T E R 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 WW W W W W W W W 8" WATER 8" W A T E R 8" W A T E R 8" W A T E R 8" W A T E R 12" W A T E R 8" WATER 8" W A T E R SA N SA N SA N SA N S A N S A N S A N SAN SAN S S 24" RCP 24" RCP 30" RCP 30" R C P S A N SAN SAN W W W 18" RCP 15" CMP 12" R C P 12" R C P SA N SA N SA N SA N SA N SA N SA N SA N SA N S S S W W W W W W W W W W W W WSAN SA N SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN 24"FM 24"FM SAN SAN SAN W W W 8" WATER S S Gardn e r R o a d Hall Drive T r a s k D r i v e Hewlett Drive Airport Blvd. Al l e g h e n y D r i v e HANGAR 6 FBO HAN G A R B U I L D I N G 1 0 HANGAR 4 HANGAR 5 HANGAR 2 HANGA R 1 MAI N B U I L D I N G HEWLETT D R I V E HAL L D R I V E TR A S K D R I V E HANGAR 7 HANGAR 3 TR A D E W I N D S D R I V E X X XX X X X X X X X X X X X X X X X X X X X X XXXXXXXX X X X X X X X X X X X X XXXXXX X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X XXXXX X XXXX X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXX X X XXXXXXX X X X X X X XX X X X X XX XX XX XX XX XX T E E E EE T T TT T T E E E E T T T T T T T T T M 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 E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E 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 TTTTT T T T T T T T T T T T T T T T T T T T 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 TV TV E E T T C T T lp 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 T T T T T 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 T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T S AB A N D O N E D CO M M L I N E , V I F ABA N D O N E D COM M L I N E , V I F A A A A A A A A A A A A A A OH OH OH OH OH OH OH P CCP CPCP C P P C P P P P P C P G G G G G GG G G G G G G G TS TS TS TS TS TSTS VM S TS TS TS TS TSTS C P G GTS GEN T A A T T T P C P C A A A A A A A A A A A P P OH OH OH OH OH OH OH OH OH OH OH OH OH T P OH OH OH OH OH EP EP EP EP EP EP OH OH OH EP EP EP EP T P CCP CPCP C P T R R R R R G R4 R H R R4 R R4 R R R F F F F R R4 R4 R4 R F F F F F F R R R4R4R R4 RR R R R R R R P P P P P P P EXISTING WATER REMOVE UTILITY EXISTING VALVE EXISTING FIRE HYDRANT EXISTING SAN SEWER MANHOLE SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, 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 1 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 6 4 5 5 0 \ I L M B P 1 - C U - 1 0 0 . d w g Pl o t t e d b y : Sa m B r o d e r Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 1 0 : 2 8 P M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 100% DESIGN NORTH 11/22/2023 1 REVISED SINCE 60%11/22/2023 CU-100 LEGEND TAT TAT SCB EXISTING SANITARY SEWER EXISTING GAS MATCH LINE C-C MATCH LINE D-D SHEET 1 OF 5 SHEET 2 OF 5 SHEET 3 OF 5 SHEET 4 OF 5 SHEET 5 OF 5 MA T C H L I N E A - A MA T C H L I N E E - E MA T C H L I N E B - B EMERGENCY ACCESS RD AIRPORT BLVD ARFF ACCESS AND MODERN AVIATION GENERAL RESTRICTIONS ·ALL PROPOSED PARCELS OF RIGHT OF WAY AND/OR LEASE AREAS ARE RESTRICTED AND NOT AVAILABLE FOR CONSTRUCTION UNTIL DIRECTED BY 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 ENGINEER. ·POSITIVE DRAINAGE AND COMPLIANT STORM WATER POLLUTION PREVENTION MEASURES SHALL BE MAINTAINED THROUGH ALL PHASES OF CONSTRUCTION. SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 400200200 200 NOTES 1.ALL STEEL CASING FOR UTILITY PROTECTIONS SHALL EXTEND A MINIMUM OF 3FT PAST THE ACTIVE ROADWAY UNLESS SPECIFIED OTHERWISE. 2.CASING LENGTHS ARE APPROXIMATE AND BASED ON BEST AVAILABLE UTILITY DATA. 3.CASINGS TO BE INSTALLED VIA OPEN CUT METHOD. 4.ALL UTILITY LOCATIONS TO BE VERIFIED BY CONTRACTOR. SAN W GAS S OVERALL SITE UTILITY PLAN EXISTING STORM PROPOSED STEEL CASING PROPOSED STORM PROPOSED VALVE PROPOSED FIRE HYDRANT PROPOSED STORM INLET EXISTING STORM INLET 1 72 " R C P 72" RCP 72" RCP 72" RCP 72 " R C P STORM SEWER CURB INLET RIM 22.78 (fut. EOP) INV. 13.72 (N) INV. 13.70 (S) 15 " R C P STORM SEWER YARD INLET RIM 20.90 INV. 16.14 (E) INV. 16.13 (S) 18" RCP STORM SEWER YARD INLET RIM 21.40 INV. 16.44 (W) STORM SEWER MANHOLE RIM 24.22 INV. 12.03 (N) INV. 11.82 (E) INV. 12.42 (S) INV. 11.86 (W)72" RCP STORM SEWER MANHOLE RIM 24.32 INV. 12.67 (N) INV. 12.67 (E) INV. 12.66 (S) 48" RCP 60 " R C P 72 " R C P 2 4 " R C P STORM SEWER YARD INLET RIM 19.40 INV. 16.23 (N) INV. 16.26 (S) 24 " R C P STORM SEWER YARD INLET RIM 22.11 INV. 17.98 (E) INV. 17.87 (S) STORM SEWER MANHOLE RIM 24.12 INV. 12.22 (E) INV. 12.22 (W) STORM SEWER MANHOLE RIM 24.21 INV. 13.27 (E) INV. 13.26 (W) 30" R C P STORM SEWER YARD INLET RIM 21.51 INV. 14.27 (E) INV. 14.22 (W) STORM SEWER YARD INLET RIM 23.30 INV. 15.23 (E) INV. 15.23 (W) STORM SEWER YARD INLET RIM 24.80 INV. 15.63 (E) INV. 15.61 (W) 42" RCP 42" RCP 42" R C P INV. 15.79 IN V . 1 5 . 9 1 18 " R C P 48" RCP 48" RCP STORM SEWER CURB INLET RIM 24.60 (EOP) INV. 18.39 (S) STORM SEWER CURB INLET RIM 24.50 (EOP) INV. 17.13 (N) INV. 13.46 (W) INV. 13.45 (E) STORM SEWER CURB INLET RIM 23.25 (EOP) INV. 13.76 (E) STORM SEWER MANHOLE RIM BURIED STORM SEWER MANHOLE RIM 23.84 INV. 13.35 (S) STORM SEWER YARD INLET RIM 21.40 INV. 16.44 (W) 24" RCP RIP-RAP INV. 20.37 STORM SEWER YARD INLET RIM 21.20 INV. 13.55 (N) INV. 13.54 (S) STORM SEWER YARD INLET RIM 19.46 INV. 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 SEWER CURB INLET RIM 23.28 (EOP) INV. 12.37 (W) INV. 12.35 (E)STORM SEWER CURB INLET RIM 23.31 (EOP) INV. 12.77 (N) INV. 12.75 (E) SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SANITARY SEWER MANHOLE RIM 24.20 INV. 9.70 8" S S SANITARY SEWER MANHOLE RIM 25.08 INV. 11.50 8" S S 8"S S SANITARY SEWER MANHOLE RIM 25.54 INV. 11.88 SANITARY SEWER MANHOLE RIM 27.00 INV. sealed SANITARY SEWER MANHOLE RIM 27.67 INV. sealed SANITARY SEWER MANHOLE RIM 24.70 INV. sealed SANITARY SEWER MANHOLE RIM 24.29 INV. sealedSA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SAN SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SAN SAN SAN SAN SAN SA N SA N SA N 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 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 GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SAN SAN SA N SA N SAN SAN WWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W6" PVC S E R V I C E S 42 " R C P SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N S S 8" V . C . P . 8" V . C . P . W 42 " R C P 8"SS 8"S S SAN SAN SAN SAN SAN SAN SANITARY SEWER MANHOLE RIM 23.92 INV. IN 15.12 (WEST) INV. IN 13.48 (NORTH) INV. OUT 13.48 (SOUTH) S Hewlett Drive Airport Blvd. A l l e g h e n y D r i v e TR A D E W I N D S D R I V E XXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X XXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXX X X X XXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T AB A N D O N E D CO M M L I N E , V I F A A A T P A A A OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH T EP R H R R4 R R4 R4 R4R4R R4 P 45 LF OF SPLIT STEEL CASING FOR EX. 8" SS. 100 LF OF SPLIT STEEL CASING FOR EX. 8" SS. 135 LF OF SPLIT STEEL CASING FOR EX. 8" SS. N: 190707.89 E: 2327842.17 N: 190575.28 E: 2327845.44 N: 190347.81 E: 2327636.46 N: 190391.20 E: 2327635.11 N: 191025.91 E: 2328012.20 N: 191034.11 E: 2328111.38 ADJUST EXISTING MANHOLE TO THE PROPOSED GRADE N: 190577.34 E: 2327628.96 MH MH MHMH W SSSSSSSS SS S S S S S SS S S S S S S S S S S S S S S W W W S 12" 12" 6" GASGASGAS GAS 48"RCP 48"RCP S G G G G G S S S W6" PVC SERVICE S S W W W WWWW W W W W W S S S S S SS S S S S S S S S S W S S S S S 12" WATER12" WATER S S 24" RCP24" RCP30" RCP 30" RCP 18" RCP 15" CMP 12" RCP 12" RCP S 8" WATER S S X XX X X X X XXXX X X X XXXX X X X X X X XXXX X X XX TEEEETTT T TE E E E E E E E E E E E E E T T T T T T TVTV E ET T C T T lp T TEE T T T T T T T S ABANDONEDCOMM LINE, V I F ABANDONEDCOMM LINE, VIF A A A A A A A A A A A A A A PCCPCP CP PC P P P P PC P GGGG GGG GG GGG GGTS TSTSTSTS TSTS VMS TSTS TS TSTSTS CP GGTS GEN T A A T T T P C P C A A A A A A A A A A A P P OH T P EP EP EP EP EP EP EP EP EP EP T PCCPCP CP T R R R R R G R4 R H R R4 R R4 R R R F F F F R R4R4 R4 R F F F F F F R R R4R4R R4 RR R R R R R R P P P P P P P SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, 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 1 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 6 4 5 5 0 \ I L M B P 1 - C U - 1 0 0 . d w g Pl o t t e d b y : Sa m B r o d e r Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 1 0 : 3 2 P M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 100% DESIGN NORTH 11/22/2023 1 REVISED SINCE 60%11/22/2023 CU-101 LEGEND TAT TAT SCB MA T C H L I N E A - A MATCH LINE C-C MATCH LINE D-D SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 MA T C H L I N E C - C NOTES SITE UTILITY PLAN (1 OF 5) EXISTING STORM INLET PROPOSED STORM INLET PROPOSED FIRE HYDRANT PROPOSED VALVE PROPOSED STORM PROPOSED STEEL CASING EXISTING STORM S GAS W SAN EXISTING GAS EXISTING SANITARY SEWER EXISTING SAN SEWER MANHOLE EXISTING FIRE HYDRANT EXISTING VALVE REMOVE UTILITY EXISTING WATER 05 04 03 02 01 KEY MAP 1.ALL STEEL CASING FOR UTILITY PROTECTIONS SHALL EXTEND A MINIMUM OF 3FT PAST THE ACTIVE ROADWAY UNLESS SPECIFIED OTHERWISE. 2.CASING LENGTHS ARE APPROXIMATE AND BASED ON BEST AVAILABLE UTILITY DATA. 3.CASINGS TO BE INSTALLED VIA OPEN CUT METHOD. 4.ALL UTILITY LOCATIONS TO BE VERIFIED BY CONTRACTOR. 1 1 72" R C P STORM SEWER YARD INLET RIM 23.30 INV. 14.36 (E) INV. 14.32 (W) STORM SEWER MANHOLE RIM 27.81 INV. 15.75 (E) INV. 15.75 (W) 48" R C P 48" RCP STORM S E W E R MANHOL E RIM 29.2 8 INV. 16.8 9 ( W ) STORM SEWER MANHOLE RIM 29.06 INV. 20.05 (N) INV. 20.04 (W) STORM SEWER MANHOLE RIM 28.91 INV. 13.44 (N) INV. 24.46 (E) INV. 13.41 (S) STORM SEWER MANHOLE RIM 28.14 INV. 13.44 (N) INV. 24.46 (E) INV. 24.82 (W) 72 " R C P 72 " R C P 18" RCP 18 " R C P 18" OVAL STORM SEWER YARD INLET RIM 27.23 INV. 24.96 (E) INV. 24.99 (W) 18" RCP 18" RCP 18" RCP STORM SEWER YARD INLET RIM 27.74 INV. 24.67 (E) INV. 24.53 (W) 18" RCP STORM SEWER YARD INLET RIM 26.71 INV. 23.30 (E) INV. 23.28 (W) 30 " R C P STORM SEWER YARD INLET RIM 25.28 INV. 18.50 (N) INV. 21.29 (W) INV. 19.71 (E) INV. 18.48 (S) 30 " R C P IN V . 1 5 . 9 1 IN V . 1 5 . 8 3 18 " R C P 18 " R C P RIP-RAP INV. 26.89 RIP-RAPINV. 26.34 SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD MH MH SAN SANITARY SEWER MANHOLE RIM 26.56 INV. sealed SANITARY SEWER MANHOLE RIM 28.72 INV. 16.02 SANITARY SEWER MANHOLE RIM 27.14 INV. 14.83 SANITARY SEWER MANHOLE RIM 29.26 INV. full of dirt 8" S S 8" S S 8"SS SANITARY SEWER MANHOLE RIM 28.78 SANITARY SEWER MANHOLE RIM (COVERED) INV. (COVERED) SANITARY SEWER MANHOLE RIM 29.91 INV. 15.34 SANITARY SEWER MANHOLE RIM 31.99 INV. 21.26 (N) INV. 17.03 (W) SAN SAN SA N SA N SA N SA N SA N SA N SA N 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 SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SA N 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 GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GAS GAS W W W W W W W W W W W W W W W W W W G G 13" X 2 2 " C M P 48" R C P SD GAS GAS GAS GAS GAS GAS GAS GAS GA S GA S GA S GA S GA S GA S G A S G A S G A S G A S G A S G A S G GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GASGASGAS S SA N SA N SA N SA N SA N SA N SA N SA N SA N 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 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 SAN SAN SAN SAN SAN SAN SAN SAN SAN SA N SA N SA N ABANDONED ABANDON E D 8" S S 8"S S 4"SS 1 5 " R C P 15" R C P 15" R C P 15" R C P W SA N SA N SA N SA N SA N SA N S S 8" V . C . P . 8" V . C . P . W W W W W W W W 1 1 / 2 " 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 24 " R C P 30" RCP 30 " R C P SA N S A N S A N S A N W W W W W W 18" R C P 15" CMP 8"SS 8"SS SAN SAN SAN W W W W W W W W WWWWW 8" WATE R FB O HAN G A R 1 M A I N B U I L D I N G HEWLET T D R I V E TR A S K D R I V E X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXX X X X X XX T T T T T T C T S A A A A A A A A A A OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH P P P G G TS A A A A A A A A A OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OHOH OH OH OH P OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH EP EP EP EP EP O H O H O H O H O H O H O H O H O H O H O H O H EP EP EP T G R R R F F F F R R4 R4 R P P 55 LF OF SPLIT STEEL CASING FOR EX. GAS. 50 LF OF SPLIT STEEL CASING FOR EX. WATER. 35 LF OF SPLIT STEEL CASING FOR EX. 8" WATER. 35 LF OF SPLIT STEEL CASING FOR EX. GAS. 30 LF OF SPLIT STEEL CASING FOR EX. WATER. 85 LF OF STEEL CASING FOR FUTURE GAS. 50 LF OF SPLIT STEEL CASING FOR EX. 8" WATER. ADJUST EXISTING HYDRANT AND VALVE BOX TO THE PROPOSED GRADE 35 LF OF SPLIT STEEL CASING FOR EX. 8" SS. N: 191283.69 E: 2328570.52 N: 191282.58 E: 2328572.90 N: 191300.53 E: 2328621.82 N: 191299.11 E: 2328620.83 N: 191090.24 E: 2328788.49 N: 191176.55 E: 2328792.57 N: 191120.27 E: 2328872.46 N: 191156.47 E: 2328872.71 N: 191110.83 E: 2328901.82 N: 191147.12 E: 2328902.68 N: 191142.89 E: 2328915.49 N: 191106.40 E: 2328914.74 N: 191410.10 E: 2328933.04 N: 191439.43 E: 2328926.13 N: 191410.72 E: 2328949.47 N: 191414.70 E: 2329000.82 N: 190983.63 E: 2329447.95 ADJUST EXISTING HYDTANT AND VALVE BOX TO THE PROPOSED GRADE ADJUST EXISTING MANHOLE TO THE PROPOSED GRADE N: 191102.39 E: 2328889.70 N: 191067.31 E: 2328871.64 MH MH MHMH W SSSSSSSS SS S S S S S SS S S S S S S S S S S S S S S W W W S 12" 12" 6" GASGASGAS GAS 48"RCP 48"RCP S G G G G G S S S W6" PVC SERVICE S S W W W WWWW W W W W W S S S S S SS S S S S S S S S S W S S S S S 12" WATER12" WATER S S 24" RCP24" RCP30" RCP 30" RCP 18" RCP 15" CMP 12" RCP 12" RCP S 8" WATER S S X XX X X X X XXXX X X X XXXX X X X X X X XXXX X X XX TEEEETTT T TE E E E E E E E E E E E E E T T T T T T TVTV E ET T C T T lp T TEE T T T T T T T S ABANDONEDCOMM LINE, V I F ABANDONEDCOMM LINE, VIF A A A A A A A A A A A A A A PCCPCP CP PC P P P P PC P GGGG GGG GG GGG GGTS TSTSTSTS TSTS VMS TSTS TS TSTSTS CP GGTS GEN T A A T T T P C P C A A A A A A A A A A A P P OH T P EP EP EP EP EP EP EP EP EP EP T PCCPCP CP T R R R R R G R4 R H R R4 R R4 R R R F F F F R R4R4 R4 R F F F F F F R R R4R4R R4 RR R R R R R R P P P P P P P SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, 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 1 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 6 4 5 5 0 \ I L M B P 1 - C U - 1 0 0 . d w g Pl o t t e d b y : Sa m B r o d e r Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 1 0 : 3 4 P M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 100% DESIGN NORTH 11/22/2023 1 REVISED SINCE 60%11/22/2023 CU-102 TAT TAT SCB LEGEND MA T C H L I N E A - A MA T C H L I N E B - B SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 NOTES SITE UTILITY PLAN (2 OF 5) EXISTING STORM INLET PROPOSED STORM INLET PROPOSED FIRE HYDRANT PROPOSED VALVE PROPOSED STORM PROPOSED STEEL CASING EXISTING STORM S GAS W SAN EXISTING GAS EXISTING SANITARY SEWER EXISTING SAN SEWER MANHOLE EXISTING FIRE HYDRANT EXISTING VALVE REMOVE UTILITY EXISTING WATER 05 04 03 02 01 KEY MAP 1.ALL STEEL CASING FOR UTILITY PROTECTIONS SHALL EXTEND A MINIMUM OF 3FT PAST THE ACTIVE ROADWAY UNLESS SPECIFIED OTHERWISE. 2.CASING LENGTHS ARE APPROXIMATE AND BASED ON BEST AVAILABLE UTILITY DATA. 3.CASINGS TO BE INSTALLED VIA OPEN CUT METHOD. 4.ALL UTILITY LOCATIONS TO BE VERIFIED BY CONTRACTOR. 1 1 1 1 1 24 " R C P 12 " R C P 12 " R C P STORM SEWER YARD INLET RIM 26.85 INV. 20.65 (N) INV. 20.65 (S) 24 " R C P STORM SEWER YARD INLET RIM 27.00 INV. 19.80 (N) INV. 20.57 (W) INV. 19.41 (S) STORM SEWER YARD INLET RIM 27.00 INV. 26.37 INV. 26.36 INV. 25.34 INV. 25.07 STORM SEWER CURB INLET EOP 31.81 INV. 28.52 (W) INV. 28.26 (E) 15" RCP STORM SEWER CURB INLET EOP 34.23 INV. 29.02 (W) INV. 28.98 (E) 15" RCP 15" RC P STORM SEWER CURB INLET EOP 36.97 INV. 33.25 (W) INV. 32.99 (E) SD SDSDSDSDSDSDSDSDSDSDSDSD SD SD MH MH SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N W SANITARY SEWER MANHOLE RIM 29.39 INV. 23.35 S S 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 W W W W W W W W W SD SD SD SD SD SD SD SD SD SD SD G SSANSANSANSANSANSANSANSAN 30 " R C P 48" R C P 18 " R C P 18" RCP 18 " R C P 30 " R C P 48" R C P 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 8" WATE R 8" WATE R 8" W A T E R W W W SA N S A N SA N SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN S S A N SAN SAN SA N SA N SANSANSA N SA N W W W W W W W W W W 8" S S 8"SS HANGAR 6 HANGAR 5 HANGAR 2 HANGAR 7 HANGAR 3 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXX X X X X XXX X X X X XX 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 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 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 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 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 F F F F F F R R R P P 45 LF OF SPLIT STEEL CASING FOR EX. WATER. 45 LF OF SPLIT STEEL CASING FOR EX. 8" SS. 120 LF OF SPLIT STEEL CASING FOR EX. GAS. 30 LF OF SPLIT STEEL CASING FOR EX. 8" SS. N: 190690.13 E: 2329452.82 N: 190734.06 E: 2329452.79 N: 190681.93 E: 2329464.18 N: 190724.25 E: 2329464.06 N: 190666.00 E: 2329491.41 N: 190667.71 E: 2329609.08 N: 190594.08 E: 2330144.52 N: 190618.99 E: 2330161.33 MH MH MHMH W SSSSSSSS SS S S S S S SS S S S S S S S S S S S S S S W W W S 12" 12" 6" GASGASGAS GAS 48"RCP 48"RCP S G G G G G S S S W6" PVC SERVICE S S W W W WWWW W W W W W S S S S S SS S S S S S S S S S W S S S S S 12" WATER12" WATER S S 24" RCP24" RCP30" RCP 30" RCP 18" RCP 15" CMP 12" RCP 12" RCP S 8" WATER S S X XX X X X X XXXX X X X XXXX X X X X X X XXXX X X XX TEEEETTT T TE E E E E E E E E E E E E E T T T T T T TVTV E ET T C T T lp T TEE T T T T T T T S ABANDONEDCOMM LINE, V I F ABANDONEDCOMM LINE, VIF A A A A A A A A A A A A A A PCCPCP CP PC P P P P PC P GGGG GGG GG GGG GGTS TSTSTSTS TSTS VMS TSTS TS TSTSTS CP GGTS GEN T A A T T T P C P C A A A A A A A A A A A P P OH T P EP EP EP EP EP EP EP EP EP EP T PCCPCP CP T R R R R R G R4 R H R R4 R R4 R R R F F F F R R4R4 R4 R F F F F F F R R R4R4R R4 RR R R R R R R P P P P P P P SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, 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 1 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 6 4 5 5 0 \ I L M B P 1 - C U - 1 0 0 . d w g Pl o t t e d b y : Sa m B r o d e r Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 1 0 : 3 5 P M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 100% DESIGN NORTH 11/22/2023 1 REVISED SINCE 60%11/22/2023 CU-103 TAT TAT SCB LEGEND MA T C H L I N E B - B SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 NOTES SITE UTILITY PLAN (3 OF 5) EXISTING STORM INLET PROPOSED STORM INLET PROPOSED FIRE HYDRANT PROPOSED VALVE PROPOSED STORM PROPOSED STEEL CASING EXISTING STORM S GAS W SAN EXISTING GAS EXISTING SANITARY SEWER EXISTING SAN SEWER MANHOLE EXISTING FIRE HYDRANT EXISTING VALVE REMOVE UTILITY EXISTING WATER 05 04 03 02 01 KEY MAP 1.ALL STEEL CASING FOR UTILITY PROTECTIONS SHALL EXTEND A MINIMUM OF 3FT PAST THE ACTIVE ROADWAY UNLESS SPECIFIED OTHERWISE. 2.CASING LENGTHS ARE APPROXIMATE AND BASED ON BEST AVAILABLE UTILITY DATA. 3.CASINGS TO BE INSTALLED VIA OPEN CUT METHOD. 4.ALL UTILITY LOCATIONS TO BE VERIFIED BY CONTRACTOR. 1 INV. 11.16 STORM SEWER HEADWALL 7 2 " R C P 72 " R C P 72" RCP72" RCP STORM SEWER MANHOLE RIM 23.84 INV. 13.35 (S) 24" RCP RIP-RAP INV. 19.73 (S) INV. 18.99 INV. 19.33 INV. 20.17 INV. 20.99 INV. 20.37 18 " R C P 18" R C P 18 " R C P 18 " R C P 24 " R C P STORM SEWER YARD INLET RIM 21.79 INV. 19.48 (N) INV. 19.46 (S) STORM SEWER YARD INLET RIM 21.20 INV. 13.55 (N) INV. 13.54 (S) STORM SEWER YARD INLET RIM 21.60 INV. 13.28 (N) INV. 13.29 (S) STORM SEWER YARD INLET RIM 21.50 INV. 12.94 (N) INV. 13.00 (S) STORM SEWER MANHOLE RIM 22.36 INV. 11.41 (N) INV. 11.40 (S) STORM SEWER YARD INLET RIM 20.65 INV. 15.26 (N) INV. 14.63 (S) STORM SEWER YARD INLET RIM 19.46 INV. 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) 12.35 (E)STORM SEWER CURB INLET RIM 23.31 (EOP) INV. 12.77 (N) INV. 12.75 (E) SANITARY SEWER MANHOLE RIM 24.49 INV. 7.66 SANITARY SEWER MANHOLE RIM 23.97 INV. 5.13 SANITARY SEWER MANHOLE RIM 24.17 INV. 6.62 8"SS 8"SS 8" S S SAN SAN SAN SAN SAN 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 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 SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SAN SAN SAN SAN SAN SAN SAN SAN SA N SA N SA N SA N SA N SA N SA N SA N 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 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 GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS 48 " R C P 48 " R C P 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 GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS SA N SA N S A N S A N S A N S A N S A N S A N SA N SA N SA N S A N S A N S GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS SA N SA N SA N SA N SA N SA N SA N SA N W W W W W W W W W W W W W W W SA N SA N SA N SA N SA N 42 " R C P W W W W W W W W W 8" WATER S 8" PV C SAN SAN SAN SAN SAN SAN W W W W W W W W W W W W W W W W W SAN SAN SAN SAN SAN SAN SA N SA N SA N SA N SA N S S 42 " R C P SA N SA N SA N SA N SA N SA N W W W W W W W 18" RCP 12" WATER 8"SS 8"S S 10 " S S 1 0 " S S SAN SAN SAN SAN SAN SAN SANITARY SEWER MANHOLE RIM 23.92 INV. IN 15.12 (WEST) INV. IN 13.48 (NORTH) INV. OUT 13.48 (SOUTH) S XXXXXXXXXXXXXXXXXXXXX E E E 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 T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T 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 T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T 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 E E E E E E E E E 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 T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T P C C P C P TP T P C C P C P R R R R R R4 R4R4R R4 R P P P 45 LF OF SPLIT STEEL CASING FOR EX. 8" SS. 40 LF OF SPLIT STEEL CASING FOR EX. 8" WATER. RELOCATE EXISTING FIRE HYDRANT AND VALVE OUT OF PROPOSED ROADWAY 40 LF OF SPLIT STEEL CASING FOR EX. 8" SS. 115 LF OF SPLIT STEEL CASING FOR EX. 8" WATER. 90 LF OF SPLIT STEEL CASING FOR EX. 8" SS. CASING TO ABUT EXISTING MANHOLE 12 LF OF SPLIT STEEL CASING FOR EX. 8" SS. CASING TO ABUT EXISTING MANHOLE 40 LF OF SPLIT STEEL CASING FOR EX. 8" WATER. ADJUST EXISTING MANHOLE TO THE PROPOSED GRADE N: 190347.81 E: 2327636.46 N: 190391.20 E: 2327635.11 N: 190053.27 E: 2326811.24 N: 190009.22 E: 2326823.45 N: 190123.72 E: 2326842.57 N: 190155.34 E: 2326828.17 N: 190144.82 E: 2326842.20 N: 190144.43 E: 2326804.20 N: 190155.61 E: 2326842.20 N: 189600.09 E: 2327530.92 N: 189597.78 E: 2327549.70 N: 189637.18 E: 2327541.56 N: 189634.86 E: 2327560.33 MH MH MHMH W SSSSSSSS SS S S S S S SS S S S S S S S S S S S S S S W W W S 12" 12" 6" GASGASGAS GAS 48"RCP 48"RCP S G G G G G S S S W6" PVC SERVICE S S W W W WWWW W W W W W S S S S S SS S S S S S S S S S W S S S S S 12" WATER12" WATER S S 24" RCP24" RCP30" RCP 30" RCP 18" RCP 15" CMP 12" RCP 12" RCP S 8" WATER S S X XX X X X X XXXX X X X XXXX X X X X X X XXXX X X XX TEEEETTT T TE E E E E E E E E E E E E E T T T T T T TVTV E ET T C T T lp T TEE T T T T T T T S ABANDONEDCOMM LINE, V I F ABANDONEDCOMM LINE, VIF A A A A A A A A A A A A A A PCCPCP CP PC P P P P PC P GGGG GGG GG GGG GGTS TSTSTSTS TSTS VMS TSTS TS TSTSTS CP GGTS GEN T A A T T T P C P C A A A A A A A A A A A P P OH T P EP EP EP EP EP EP EP EP EP EP T PCCPCP CP T R R R R R G R4 R H R R4 R R4 R R R F F F F R R4R4 R4 R F F F F F F R R R4R4R R4 RR R R R R R R P P P P P P P SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, 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 1 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 6 4 5 5 0 \ I L M B P 1 - C U - 1 0 0 . d w g Pl o t t e d b y : Sa m B r o d e r Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 1 0 : 3 6 P M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 100% DESIGN NORTH 11/22/2023 1 REVISED SINCE 60%11/22/2023 CU-104 TAT TAT SCB LEGEND MATCH LINE C-C MA T C H L I N E E - E MA T C H L I N E C - C SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 NOTES SITE UTILITY PLAN (4 OF 5) EXISTING STORM INLET PROPOSED STORM INLET PROPOSED FIRE HYDRANT PROPOSED VALVE PROPOSED STORM PROPOSED STEEL CASING EXISTING STORM S GAS W SAN EXISTING GAS EXISTING SANITARY SEWER EXISTING SAN SEWER MANHOLE EXISTING FIRE HYDRANT EXISTING VALVE REMOVE UTILITY EXISTING WATER 05 04 03 02 01 KEY MAP 1.ALL STEEL CASING FOR UTILITY PROTECTIONS SHALL EXTEND A MINIMUM OF 3FT PAST THE ACTIVE ROADWAY UNLESS SPECIFIED OTHERWISE. 2.CASING LENGTHS ARE APPROXIMATE AND BASED ON BEST AVAILABLE UTILITY DATA. 3.CASINGS TO BE INSTALLED VIA OPEN CUT METHOD. 4.ALL UTILITY LOCATIONS TO BE VERIFIED BY CONTRACTOR. 1 1 INV. 11.16 STORM SEWER HEADWALL INV. 10.53 STORM SEWER HEADWALL STORM SEWER MANHOLE RIM 24.51 INV. 15.24 (NW) INV. 13.23 (NE) INV. 13.23 (S) STORM SEWER YARD INLET RIM 21.33 INV. 12.12 (N) INV. 11.95 (E) 24" RCP STORM SEWER YARD INLET RIM 20.74 INV. 10.84 (W) INV. 10.35 (N) INV. 9.74 (S) STORM SEWER MANHOLE RIM 25.11 INV. 6.52 S T O R M S E W E R M A N H O L E R I M 2 3 . 5 2 IN V . 1 2 . 7 3 ( E ) 48 " R C P 36" RC P IN V . 1 2 . 6 8 ( W ) 36" R C P RIP-RAP RIP-RAP STORM SEWER MANHOLE RIM 22.71 INV. 15.46 (E) INV. 14.39 (S) INV. 14.13 (W) 18" R C P STORM SEWER MANHOLE RIM 23.46 INV. 15.37 (E) INV. 15.33 (N) 2 4 " R C P 2 4 " R C P 18 " R C P INV. 19.55 INV. 18.89 RIP-RAP STORM SEWER YARD INLET RIM 20.75 INV. 7.37 (E) STORM SEWER YARD INLET RIM 23.00 INV. 17.29 (W) INV. 17.44 (N) INV. 17.22 (E) INV. 17.20 (S) STORM SEWER MANHOLE RIM 25.75 INV. 14.54 (N) INV. 17.50 (S) INV. 14.43 (W) 36" RCP 2 4 " R C P INV. 9.89 STORM SEWER YARD INLET RIM 22.85 INV. 18.22 (N) 36" R C P 24" R C P RIP-RAP INV. 18.47 STORM SEWER YARD INLET RIM 24.74 INV. 22.48 (E) INV. 19.09 (W) 18 " R C P 15" R C P RIP-RAP INV. 22.67 INV. 22.90 INV. 23.08 INV. 24.19 RIP-RAP INV. 23.98 STORM SEWER YARD INLET RIM 25.40 INV. 22.42 (E) INV. 19.19 (S) 15" R C P RIP-RAPINV. 22.84 36" R C P STORM SEWER YARD INLET RIM 21.15 INV. 14.45 (E) INV. 13.91 (S) 36" R C P EOP 31.16 INV. 26.77 (E) INV. 27.58 (W) 18" RCP 24" R C P STORM SEWER CURB INLET EOP 31.10 INV. 27.81 (N) STORM SEWER CURB INLET EOP 31.12 INV. 26.85 (S) INV. 26.67 (N) 15" RCP 30" R C P 24" RCP ST O R M S E W E R CU R B I N L E T EO P 3 2 . 1 3 INV. 2 9 . 1 9 ( E ) INV. 2 9 . 1 2 ( N ) STORM SEW E R CURB INLET EOP 38.96 INV. 36.08 ( E ) INV. 35.90 ( W ) STORM SEWER CURB INLET EOP 27.90 INV. 22.47 (E) INV. 22.19 (N) STORM SEWER MANHOLE RIM (PAVED OVER)0 STORM SEWER CURB INLET EOP 30.68 INV. 26.69 (S) INV. 25.92 (E) INV. 25.69 (W) STORM SEWER YARD INLET RIM 20.65 INV. 15.26 (N) INV. 14.63 (S) SA N SA N SA N SA N SANITARY SEWER MANHOLE RIM 30.68 INV. 12.26 SANITARY SEWER MANHOLE RIM (COVERED) INV. (COVERED) SANITARY SEWER MANHOLE RIM 24.94 INV. 8.15 APPROX. LOCATION UNABLE TO FIND MANHOLESANSANSAN SA N SA N SA N SA N SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SA N SA N SA N SA N SA N SA N SA N SS S S W W W W W 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 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 18"RCP (PLUGGED) 12"RCP (PLUGGED) 15" R C P 15" R C P 15"R C P 15"R C P 24" R C P 24" R C P 1 2 " R C P 15" R C P 15" R C P 24"RCP 15 " R C P 48" R C P 18"RCP (PLUGGED) 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 A N S A N SA N S A N S A N S A N C A P P E D 1 0 " A B A N D O N E D S A N I T A R Y S E W E R A B A N D O N E D S A N I T A R Y S E W E R S 1 2 " W W W W W 12 " 6" GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS PLUGGED S A N SAN SA N SA N W W WW WW W W W W W SAN SAN SAN SAN SAN SAN 8" V.C.P. 30 " R C P 48"RC P 48"RC P 15"R C P 15"R C P 18 " R C P TR A D E W I N D S D R I V E XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXX X X X X X X X X XX X X X X XX X X X T E 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 T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T 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 E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E 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 T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T 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 UTV UTV UTV UTV TV E E T lp T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T 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 E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E C P P C P C P G G G G G G G G G G G TS TS TS TS TS TS TS VM S TS TS TS GEN T T P C C P T RR R R R R MH MH MHMH W SSSSSSSS SS S S S S S SS S S S S S S S S S S S S S S W W W S 12" 12" 6" GASGASGAS GAS 48"RCP 48"RCP S G G G G G S S S W6" PVC SERVICE S S W W W WWWW W W W W W S S S S S SS S S S S S S S S S W S S S S S 12" WATER12" WATER S S 24" RCP24" RCP30" RCP 30" RCP 18" RCP 15" CMP 12" RCP 12" RCP S 8" WATER S S X XX X X X X XXXX X X X XXXX X X X X X X XXXX X X XX TEEEETTT T TE E E E E E E E E E E E E E T T T T T T TVTV E ET T C T T lp T TEE T T T T T T T S ABANDONEDCOMM LINE, V I F ABANDONEDCOMM LINE, VIF A A A A A A A A A A A A A A PCCPCP CP PC P P P P PC P GGGG GGG GG GGG GGTS TSTSTSTS TSTS VMS TSTS TS TSTSTS CP GGTS GEN T A A T T T P C P C A A A A A A A A A A A P P OH T P EP EP EP EP EP EP EP EP EP EP T PCCPCP CP T R R R R R G R4 R H R R4 R R4 R R R F F F F R R4R4 R4 R F F F F F F R R R4R4R R4 RR R R R R R R P P P P P P P SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, 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 1 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 6 4 5 5 0 \ I L M B P 1 - C U - 1 0 0 . d w g Pl o t t e d b y : Sa m B r o d e r Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 1 0 : 3 7 P M WILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 100% DESIGN NORTH 11/22/2023 1 REVISED SINCE 60%11/22/2023 SITE UTILITY PLAN (5 OF 5) CU-105 TAT TAT SCB LEGEND MATCH LINE D-D MA T C H L I N E E - E SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 NO UTILITY PROTECTIONS REQUIRED FOR THIS AREA NOTES EXISTING STORM INLET PROPOSED STORM INLET PROPOSED FIRE HYDRANT PROPOSED VALVE PROPOSED STORM PROPOSED STEEL CASING EXISTING STORM S GAS W SAN EXISTING GAS EXISTING SANITARY SEWER EXISTING SAN SEWER MANHOLE EXISTING FIRE HYDRANT EXISTING VALVE REMOVE UTILITY EXISTING WATER 05 04 03 02 01 KEY MAP 1.ALL STEEL CASING FOR UTILITY PROTECTIONS SHALL EXTEND A MINIMUM OF 3FT PAST THE ACTIVE ROADWAY UNLESS SPECIFIED OTHERWISE. 2.CASING LENGTHS ARE APPROXIMATE AND BASED ON BEST AVAILABLE UTILITY DATA. 3.CASINGS TO BE INSTALLED VIA OPEN CUT METHOD. 4.ALL UTILITY LOCATIONS TO BE VERIFIED BY CONTRACTOR. 1 EXISTING ELECTRICAL ITEMS ITEM DESCRIPTION EXISTING STREET LIGHT POLE WITH ONE ACORN LIGHT FIXTURE. 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 GATE EXISTING TICKET SPITTER EXISTING ELECTRICAL POLE EXISTING POWER LINE. X=NUMBER OF CONDUITS IN DUCT, Y=DIAMETER OF CONDUITS IN INCHES. EXISTING OVERHEAD POWER LINE. P C T G TS EP X-Y" 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, GROUND RINGS, AND ALL OTHER INCIDENTALS, AS SHOWN ON PLANS. (NOTE 14) PROPOSED ELECTRICAL ITEMS ITEM DESCRIPTION PROPOSED STREET LIGHT POLE WITH ONE ACORN LIGHT FIXTURE. # = TYPE OF FIXTURE. SEE FIXTURE SCHEDULE, SHEET E-301. PROPOSED STREET LIGHT POLE WITH TWO LIGHT FIXTURES. # = TYPE OF FIXTURE. SEE FIXTURE SCHEDULE, SHEET E-301. HEAVY DUTY H-20 TRAFFIC RATED POWER HANDHOLE COMPLETE AND INSTALLED WITH ALL APPURTENANCES UTILITY TRANSFORMER POLYMER CONCRETE TIER 22 TRAFFIC RATED JUNCTION BOX CONDUIT CAP 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 T 1-2" X-Y" ABBREVIATIONS AWG - AMERICAN WIRE GAUGE CE -CONCRETE ENCASED CL -CENTERLINE DEB -DIRECT EARTH BURIED DIA - DIAMETER EOP - EDGE OF PAVEMENT KV - KILOVOLT MAX - MAXIMUM MIN - MINIMUM NIS -NOT IN SURVEY PVC - POLYVINYL CHLORIDE RGS - RIGID GALVANIZED STEEL RPR -RESIDENT PROJECT REPRESENATIVE 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 BE ANCILLARY 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 AND INCIDENTALS REQUIRED TO COMPLETE THE WORK IN ACCORDANCE WITH THE DRAWINGS (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. ITEMS SHOWN 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 P-610 CONCRETE UNDER THE FOLLOWING CONDITIONS: A.WHEN WITHIN 20 FEET OF EXCAVATION, TRENCHING, ETC. B.WHEN PAVEMENT WIDENING OR EXTENSIONS WILL BE ROUTED OVER THE EXISTING CABLE. THE SPLIT DUCT WILL EXTEND 20 FEET BEYOND 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 IMMEDIATELY REPORTED TO THE RPR AND OWNER. THE RPR AND OWNER SHALL DETERMINE 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 STARTING WORK. EXISTING CONDITIONS SHALL BE RECORDED AND SENT TO OWNER FOR 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 THE APPROPRIATE UTILITY/AGENCY, PRIOR TO STARTING WORK, AND STAKE/MARK THE 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. FAA CABLES CANNOT BE SPLICED. DAMAGE TO FAA CABLES WILL RESULT IN THE CONTRACTOR BEING RESPONSIBLE FOR COMPLETE REPLACEMENT OF THE FAA CABLE. 12.ELECTRICAL DEMOLITION WORK SHALL BE LIMITED TO THE AREAS AND SCHEDULES 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 AS A RESULT OF THE PROJECT BE REMOVED. 14.ALL REMOVED SECURITY CAMERAS AND/OR CARD READERS 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 ALL CIRCUITS, EXCEPT THOSE THAT ARE SERVING CLOSED GATES, 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 MANDRELLING THE EXISTING DUCTS SHALL BE INCIDENTAL. IF EXISTING DUCTS SHOWN ARE DAMAGED, 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, AND CLEANED. ITEMS WHICH ARE DAMAGED PRIOR TO CONTRACTOR POSSESSION SHALL 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 KIT RATED FOR UNDERGROUND USE. 20.INSTALL NEW CIRCUIT THROUGH EXISTING RELAY CONTROL PANEL, CONNECT EACH LIGHTING CIRCUIT TO NEW LIGHTING CONTACTOR TO CONNECT TO EXISTING PHOTOCELL. CIRCUIT SCHEDULE CKT#AREA NEW OR EXISTING FEEDER CKT #1 NOV. LOT EXISTING --- CKT #2 NOV. LOT EXISTING --- RPL - 7, 9, 11 LOOP ROAD ENTRANCE EXISTING 3#8 AWG XHHW, #8 AWG GND XHHW RPL - 37, 39*EMERGENCY ACCESS ROAD NEW 3#4 AWG, XHHW RPL - 41, 43*LOOP ROAD NEW 3#2/0 AWG, XHHW BETWEEN PANEL AND FIRST LIGHT. #4 AWG XHHW BETWEEN LIGHT (NOTE 19) RPL - 45, 47*MODERN AVIATION (MISC.)NEW 3#2/0 AWG, XHHW BETWEEN PANEL AND FIRST LIGHT. #4 AWG XHHW BETWEEN LIGHT (NOTE 19) MDP - 16, 18 EXIT LANE/ENTRANCE LANE MINI-POWER ZONE NEW 3#2/0 AWG, XHHW * SEE NOTE 20 ELECTRICAL LEGEND & GENERAL NOTES E-001 SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 1 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 6 4 5 5 1 \ I L M B P 1 - E - 0 0 1 . d w g Pl o t t e d b y : Am b e r K u l e s a Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 1 0 : 2 9 A M WILMINGTON INTERNATIONAL AIRPORT ALK RJW JDT ENGINEERING PLLC 8226 CREEDMOOR ROAD, SUITE 201 RALEIGH, NC 27613 T 919-522-0628 NC LICENSE NO. P-0618 NOT RELEASED FOR CONSTRUCTION 07/07/2023 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 1 Airport Blvd. HANGAR 6 FBO HAN G A R B U I L D I N G 1 0 HANGAR 4 HANGAR 5 HANGAR 2 HANGA R 1 MAIN B U I L D I N G HEWLETT D R I V E HAL L D R I V E TR A S K D R I V E HANGAR 7 HANGAR 3 TR A D E W I N D S D R I V E VM S SHEET 1 OF 5 SHEET 2 OF 5 SHEET 3 OF 5 SHEET 4 OF 5SHEET 5 OF 5 SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 1 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 6 4 5 5 1 \ I L M B P 1 - E D - 1 0 0 . d w g Pl o t t e d b y : Am b e r K u l e s a Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 1 0 : 2 9 A M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 ALK RJW JDT ENGINEERINGPLLC 8226 CREEDMOOR ROAD, SUITE 201 RALEIGH, NC 27613 T 919-522-0628 NC LICENSE NO. P-0618 NOT RELEASED FOR CONSTRUCTION 07/07/2023 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 ELECTRICAL DEMOLITION OVERALL PLAN ED-100 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 4 NOTES 1.THE RELOCATION OF THE EXISTING FEEDERS SHALL BE COORDINATED WITH DUKE ENERGY. 2.THE FEEDER CIRCUIT TO THESE LIGHTS ARE NOT KNOWN. THE CONTRACTOR SHALL FIELD LOCATE THE EXISTING FEEDER PRIOR TO CONSTRUCTION. 3.SEE SHEET E-001 FOR LEGEND AND GENERAL NOTES. 4.CIVIL DEMOLITION SHOWN FOR INFORMATION ONLY, SEE CIVIL PLANS FOR CIVIL DEMOLITION LEGEND AND LIMITS. 5.INTERCEPT EXISTING CONDUIT AT DEMOLITION LIMITS. REMOVE EXISTING CABLE BACK TO ADJACENT JUNCTION STRUCTURE/LIGHT TO REMAIN. CAP EXISTING CONDUIT WITH APPROPRIATELY SIZED FRICTION FIT PVC CAP. WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION. ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. NORTH HANGAR 6 FBO HANGAR B U I L D I N G 1 0 HANGAR 4 HANGAR 5 HANGAR 2 HANGAR 1 HANGAR 7 HANGAR 3 KEY MAP 01 02 03 0405 1 Airport Blvd. TR A D E W I N D S D R I V E A T P P A A A A A A A OH OH OH OH OH OH OH OH OH OH OH OH OH OH T EP EP DUKE UNDERGROUND FEEDER N.I.S.- UTILITY MAPS, PROTECT IN PLACE PROTECT EXISTING DUKE SWITCH BOX IN PLACE DUKE UNDERGROUND FEEDER N.I.S.- UTILITY MAPS, PROTECT IN PLACE 2W 4 " 2 W 2 " EXISTING DUKE ENERGY UNDERGROUND FEEDER - PROTECT IN PLACE EXISTING DUKE ENERGY PAD MOUNTED TRANSFORMER FOR NOVEMBER LOT EXISTING ELECTRICAL RACK AND MDP PANEL FOR POWER TO NOVEMBER LOT - PROTECT IN PLACE EXISTING DUKE ENERGY POLE MOUNTED TRANSFORMER - PROTECT IN PLACE CKT #2 CKT #1 CKT #1 CKT #1, CKT #2 RPL - 7, 9 CKT #1 RPL - 9, 11 RPL - 7, 11 RPL - 7, 9 RPL - 7, 11 RPL - 9, 11 1"C, 4#8 AWG NOTE 5 NOTE 5 JL SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 1 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 6 4 5 5 1 \ I L M B P 1 - E D - 1 0 0 . d w g Pl o t t e d b y : Ju s t i n T u d o r Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 2 : 5 8 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 ALK RJW JDT ENGINEERING PLLC 8226 CREEDMOOR ROAD, SUITE 201 RALEIGH, NC 27613 T 919-522-0628 NC LICENSE NO. P-0618 NOT RELEASED FOR CONSTRUCTION 07/07/2023 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 ELECTRICAL DEMOLITION PLAN (SHEET 1 OF 5) ED-101 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 4 NOTES 1.THE RELOCATION OF THE EXISTING FEEDERS SHALL BE COORDINATED WITH DUKE ENERGY. 2.THE FEEDER CIRCUIT TO THESE LIGHTS ARE NOT KNOWN. THE CONTRACTOR SHALL FIELD LOCATE THE EXISTING FEEDER PRIOR TO CONSTRUCTION. 3.SEE SHEET E-001 FOR LEGEND AND GENERAL NOTES. 4.CIVIL DEMOLITION SHOWN FOR INFORMATION ONLY, SEE CIVIL PLANS FOR CIVIL DEMOLITION LEGEND AND LIMITS. 5.INTERCEPT EXISTING CONDUIT AT DEMOLITION LIMITS. REMOVE EXISTING CABLE BACK TO ADJACENT JUNCTION STRUCTURE/LIGHT TO REMAIN. CAP EXISTING CONDUIT WITH APPROPRIATELY SIZED FRICTION FIT PVC CAP. WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION. ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. NORTH HANGAR 6 FBO HANGAR B U I L D I N G 1 0 HANGAR 4 HANGAR 5 HANGAR 2 HANGAR 1 HANGAR 7 HANGAR 3 KEY MAP 01 02 03 0405 MA T C H L I N E S E E ED - 1 0 2 MATCHLINE SEE ED-105 MATCHLINE SEE ED-104 1 FB O HANGAR 2 M A I N B U I L D I N G HEWLET T D R I V E TR A S K D R I V E 28 28 29 26 27 28 30 29 28 27 26 27 28 28 29 2 7 25 26 27 27 OH OH OH OH OH OH P P P P G G TS A A A A A A A OH OH OH OH OH P OH OH OH OH OH OH OH OH EP EP EP EP O H O H O H O H EP EP EP T ABOVE GROUND ELECTRICAL ENCLOSURE DUKE UNDERGROUND FEEDER N.I.S.- UTILITY MAPS PROTECT IN PLACE CKT #2CKT #2 CKT #2 DUKE OVERHEAD LINE ELEC. PED. DUKE UNDERGROUND FEEDER N.I.S.- UTILITY MAPS PROTECT IN PLACE EXISTING NOVEMBER LOT RPL - 15, 17 RPL - 13, 17 RPL - 19, 23 ELEC. PANEL POWER MANHOLE REMOVE UNDERGROUND LINE (NOTE 1) REMOVE OVERHEAD LINE (NOTE 1) REMOVE DUKE ENERGY LIGHT POLE (NOTE 1) REMOVE DUKE ENERGY ENCLOSURE (NOTE 1) PROTECT DUKE ENERGY LINE IN PLACE COORDINATE EXISTING ROUTING WITH DUKE ENERGY NOTE 2 NOTE 2 PROTECT IN PLACE NOTE 2 SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 1 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 6 4 5 5 1 \ I L M B P 1 - E D - 1 0 0 . d w g Pl o t t e d b y : Am b e r K u l e s a Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 1 0 : 2 9 A M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 ALK RJW JDT ENGINEERINGPLLC 8226 CREEDMOOR ROAD, SUITE 201 RALEIGH, NC 27613 T 919-522-0628 NC LICENSE NO. P-0618 NOT RELEASED FOR CONSTRUCTION 07/07/2023 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 ELECTRICAL DEMOLITION PLAN (SHEET 2 OF 5) ED-102 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 4 NOTES 1.THE RELOCATION OF THE EXISTING FEEDERS SHALL BE COORDINATED WITH DUKE ENERGY. 2.THE FEEDER CIRCUIT TO THESE LIGHTS ARE NOT KNOWN. THE CONTRACTOR SHALL FIELD LOCATE THE EXISTING FEEDER PRIOR TO CONSTRUCTION. 3.SEE SHEET E-001 FOR LEGEND AND GENERAL NOTES. 4.CIVIL DEMOLITION SHOWN FOR INFORMATION ONLY, SEE CIVIL PLANS FOR CIVIL DEMOLITION LEGEND AND LIMITS. 5.INTERCEPT EXISTING CONDUIT AT DEMOLITION LIMITS. REMOVE EXISTING CABLE BACK TO ADJACENT JUNCTION STRUCTURE/LIGHT TO REMAIN. CAP EXISTING CONDUIT WITH APPROPRIATELY SIZED FRICTION FIT PVC CAP. WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION. ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. NORTH HANGAR 6 FBO HANGAR B U I L D I N G 1 0 HANGAR 4 HANGAR 5 HANGAR 2 HANGAR 1 HANGAR 7 HANGAR 3 KEY MAP 01 02 03 0405 MA T C H L I N E S E E ED - 1 0 3 MA T C H L I N E S E E ED - 1 0 1 MATCHLINE SEE ED-103 1 HANGAR 6 HANGAR 5 HANGAR 2 HANGAR 7 HANGAR 3 DEMOLISH EXISTING ELECTRICAL GATE, CARD READERS, POWER DISTRIBUTION EQUIPMENT, GATE MOTOR AND ALL OTHER INCIDENTALS. RPL - 15, 17 RPL - 13, 17 RPL - 13, 15 RPL - 19, 21 RPL - 19, 23 COORDINATE EXISTING ROUTING WITH DUKE ENERGY NOTE 2 DEMOLISH EXISTING ELECTRICAL GATE, CARD READERS, POWER DISTRIBUTION EQUIPMENT, GATE MOTOR AND ALL OTHER INCIDENTALS. SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 1 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 6 4 5 5 1 \ I L M B P 1 - E D - 1 0 0 . d w g Pl o t t e d b y : Am b e r K u l e s a Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 1 0 : 2 9 A M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 ALK RJW JDT ENGINEERINGPLLC 8226 CREEDMOOR ROAD, SUITE 201 RALEIGH, NC 27613 T 919-522-0628 NC LICENSE NO. P-0618 NOT RELEASED FOR CONSTRUCTION 07/07/2023 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 ELECTRICAL DEMOLITION PLAN (SHEET 3 OF 5) ED-103 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 4 NOTES 1.THE RELOCATION OF THE EXISTING FEEDERS SHALL BE COORDINATED WITH DUKE ENERGY. 2.THE FEEDER CIRCUIT TO THESE LIGHTS ARE NOT KNOWN. THE CONTRACTOR SHALL FIELD LOCATE THE EXISTING FEEDER PRIOR TO CONSTRUCTION. 3.SEE SHEET E-001 FOR LEGEND AND GENERAL NOTES. 4.CIVIL DEMOLITION SHOWN FOR INFORMATION ONLY, SEE CIVIL PLANS FOR CIVIL DEMOLITION LEGEND AND LIMITS. 5.INTERCEPT EXISTING CONDUIT AT DEMOLITION LIMITS. REMOVE EXISTING CABLE BACK TO ADJACENT JUNCTION STRUCTURE/LIGHT TO REMAIN. CAP EXISTING CONDUIT WITH APPROPRIATELY SIZED FRICTION FIT PVC CAP. WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION. ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. NORTH HANGAR 6 FBO HANGAR B U I L D I N G 1 0 HANGAR 4 HANGAR 5 HANGAR 2 HANGAR 1 HANGAR 7 HANGAR 3 KEY MAP 01 02 03 0405 MA T C H L I N E S E E ED - 1 0 2 MATCHLINE SEE ED-102 1 C P P C P C P G G G G G G G G G G G TS TS TS TS TS TS TS VM S TS TS TS TT C C P DUKE UNDERGROUND FEEDER N.I.S.- UTILITY MAPS, PROTECT IN PLACE RPL - 1, 3 RPL - 3, 5 PROTECT EXISTING DUKE ENERGY TRANSFORMER DUKE UNDERGROUND FEEDER N.I.S.- UTILITY MAPS 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, 6 THRU RELAY 7 RPL - 4, 6 THRU RELAY 7 1 1/2" C (TYP.) PROTECT COMM. DUCT IN PLACE PROTECT EXISTING MAIN ELECTRICAL DISTRIBUTION RACK FOR SURFACE PARKING LOT PARKING PLAZA COMM. FEEDER TO PARKING PLAZA DEMOLISH EXISTING LIGHT TO BE RELOCATED - SEE SHEET E-204 FOR NEW LOCATION SEE NOTE 5 RPL - 4, 6 THRU RELAY 8 SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 1 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 6 4 5 5 1 \ I L M B P 1 - E D - 1 0 0 . d w g Pl o t t e d b y : Am b e r K u l e s a Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 1 0 : 2 9 A M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 ALK RJW JDT ENGINEERINGPLLC 8226 CREEDMOOR ROAD, SUITE 201 RALEIGH, NC 27613 T 919-522-0628 NC LICENSE NO. P-0618 NOT RELEASED FOR CONSTRUCTION 07/07/2023 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 ELECTRICAL DEMOLITION PLAN (SHEET 4 OF 5) ED-104 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 4 NOTES 1.THE RELOCATION OF THE EXISTING FEEDERS SHALL BE COORDINATED WITH DUKE ENERGY. 2.THE FEEDER CIRCUIT TO THESE LIGHTS ARE NOT KNOWN. THE CONTRACTOR SHALL FIELD LOCATE THE EXISTING FEEDER PRIOR TO CONSTRUCTION. 3.SEE SHEET E-001 FOR LEGEND AND GENERAL NOTES. 4.CIVIL DEMOLITION SHOWN FOR INFORMATION ONLY, SEE CIVIL PLANS FOR CIVIL DEMOLITION LEGEND AND LIMITS. 5.INTERCEPT EXISTING CONDUIT AT DEMOLITION LIMITS. REMOVE EXISTING CABLE BACK TO ADJACENT JUNCTION STRUCTURE/LIGHT TO REMAIN. CAP EXISTING CONDUIT WITH APPROPRIATELY SIZED FRICTION FIT PVC CAP. WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION. ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. NORTH HANGAR 6 FBO HANGAR B U I L D I N G 1 0 HANGAR 4 HANGAR 5 HANGAR 2 HANGAR 1 HANGAR 7 HANGAR 3 KEY MAP 01 02 03 0405 MA T C H L I N E S E E ED - 1 0 5 MATCHLINE SEE ED-101 1 P C C P C P P DUKE UNDERGROUND FEEDER N.I.S.- UTILITY MAPS, PROTECT IN PLACE RPL - 1, 5 RPL - 1, 3 RPL - 3, 5 RPL - 3, 5 RPL - 1, 5 COMM LINE. PROTECT IN PLACE DUKE UNDERGROUND FEEDER N.I.S.- UTILITY MAPS PROTECT DUKE ENERGY FEEDER IN PLACE 1"C - 4#8AWG, XHHWNOTE 5 NOTE 5 SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 1 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 6 4 5 5 1 \ I L M B P 1 - E D - 1 0 0 . d w g Pl o t t e d b y : Am b e r K u l e s a Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 1 0 : 3 0 A M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 ALK RJW JDT ENGINEERINGPLLC 8226 CREEDMOOR ROAD, SUITE 201 RALEIGH, NC 27613 T 919-522-0628 NC LICENSE NO. P-0618 NOT RELEASED FOR CONSTRUCTION 07/07/2023 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 ELECTRICAL DEMOLITION PLAN (SHEET 5 OF 5) ED-105 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 4 NOTES 1.THE RELOCATION OF THE EXISTING FEEDERS SHALL BE COORDINATED WITH DUKE ENERGY. 2.THE FEEDER CIRCUIT TO THESE LIGHTS ARE NOT KNOWN. THE CONTRACTOR SHALL FIELD LOCATE THE EXISTING FEEDER PRIOR TO CONSTRUCTION. 3.SEE SHEET E-001 FOR LEGEND AND GENERAL NOTES. 4.CIVIL DEMOLITION SHOWN FOR INFORMATION ONLY, SEE CIVIL PLANS FOR CIVIL DEMOLITION LEGEND AND LIMITS. 5.INTERCEPT EXISTING CONDUIT AT DEMOLITION LIMITS. REMOVE EXISTING CABLE BACK TO ADJACENT JUNCTION STRUCTURE/LIGHT TO REMAIN. CAP EXISTING CONDUIT WITH APPROPRIATELY SIZED FRICTION FIT PVC CAP. WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION. ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. MA T C H L I N E S E E ED - 1 0 4 NORTH HANGAR 6 FBO HANGAR B U I L D I N G 1 0 HANGAR 4 HANGAR 5 HANGAR 2 HANGAR 1 HANGAR 7 HANGAR 3 KEY MAP 01 02 03 0405 MATCHLINE SEE ED-101 1 SHEET 1 OF 5 SHEET 2 OF 5 SHEET 3 OF 5 SHEET 4 OF 5SHEET 5 OF 5 ELECTRICAL LAYOUT OVERALL PLAN E-200 SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 1 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 6 4 5 5 1 \ I L M B P 1 - E - 2 0 0 . d w g Pl o t t e d b y : Am b e r K u l e s a Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 1 0 : 3 0 A M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 ALK RJW JDT ENGINEERINGPLLC 8226 CREEDMOOR ROAD, SUITE 201 RALEIGH, NC 27613 T 919-522-0628 NC LICENSE NO. P-0618 NOT RELEASED FOR CONSTRUCTION 07/07/2023 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 NORTH HANGAR 6 FBO HANGAR B U I L D I N G 1 0 HANGAR 4 HANGAR 5 HANGAR 2 HANGAR 1 HANGAR 7 HANGAR 3 KEY MAP 01 02 03 0405 WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION. ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIR P O R T B L V D AIRPORT BLVD PROTECT EXISTING DUKE SWITCH CABINET Airport Blvd. TR A D E W I N D S D R I V E EXISTING MAIN DISTRIBUTION POWER PANEL - 120/240-VOLT, 200A PROTECT DUKE ENERGY FEEDER IN PLACE NOVEMBER LOT DUKE ENERGY FEEDER, PROTECT IN PLACE 4 - 2" C RPL - 41, 43 RPL - 45, 47 MDP - 16, 18 3-1" C RPL - 7, 9, 11 RPL - 41, 43 RPL - 45, 47 2 - 1" C RPL - 41, 43 RPL - 45, 47 1-1" C RPL 7, 9, 11 4-2"C 4-2"C 4 - 2 " C 1 - 1" C RPL - 41, 43 CKT #2 CKT #1 CKT #1 CKT #1, CKT #2 CKT #1 CONNECT NEW CABLE FOR RPL - 7, 9, 11 TO EXISTING AT THIS LIGHT FIXTURE CONNECT NEW CABLE FOR RPL - 7, 9, 11 TO EXISTING AT THIS LIGHT FIXTURE 3-1" C RPL - 7, 9, 11 RPL - 41, 43 RPL - 45, 47 3-1" C RPL - 7, 9, 11 RPL - 41, 43 RPL - 45, 47 2 - 1" C RPL - 41, 43 RPL - 45, 47 2 - 1" C RPL - 41, 43 RPL - 45, 47 2 - 1 " C 2 - 1 " C RPL - 7, 9, 11 R H R R4 R R4 R4 R4 R4R4R R4 P MDP - 16, 18 1 - 1" C RPL - 41, 43 1 - 1" C RPL - 41, 43 2W 4 " 2 W 2 " RPL - 7, 11 RPL - 9, 11 RPL - 9, 11 A T P P A A A A A A A OH OH OH OH OH OH OH OH OH OH OH OH OH OH T EP EP 1 - 1" C RPL - 7, 9, 11 ELECTRICAL LAYOUT PLAN (SHEET 1 OF 5) E-201 SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 1 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 6 4 5 5 1 \ I L M B P 1 - E - 2 0 0 . d w g Pl o t t e d b y : Am b e r K u l e s a Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 1 0 : 3 0 A M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 ALK RJW JDT ENGINEERINGPLLC 8226 CREEDMOOR ROAD, SUITE 201 RALEIGH, NC 27613 T 919-522-0628 NC LICENSE NO. P-0618 NOT RELEASED FOR CONSTRUCTION 07/07/2023 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 MA T C H L I N E S E E E- 2 0 2 NORTH HANGAR 6 FBO HANGAR B U I L D I N G 1 0 HANGAR 4 HANGAR 5 HANGAR 2 HANGAR 1 HANGAR 7 HANGAR 3 KEY MAP 01 02 03 0405 WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION. ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. MATCHLINE SEE E-205 MATCHLINE SEE E-204 1 MO D E R N A V I A T I O N A C C E S S R O A D M O D E R N A V I A T I O N D R I V E W A Y AIR P O R T B L V D AR F F A C C E S S R O A D FB O HANGAR 2 M A I N B U I L D I N G HEWLE T T D R I V E TR A S K D R I V E PROTECT DUKE ENERGY FEEDER IN PLACE RPL - 45, 47 MDP - 16, 18 4-2"C 4-2"C 4-2"C 4- 2 " C 4-2" C 2-2 " C 1 - 6" PVC NEW DUKE ENERGY LINE NEW DUKE ENERGY LINE 4 - 2 " C 4 - 2 " C 1 - 1" C RPL - 41, 43 1 - 1" C RPL - 45, 47 RPL - 45, 47 MDP - 16, 18 RPL - 45, 47 MDP - 16, 18 1 - 1" C RPL - 45, 47 1 - 1" C RPL - 45, 47 1 - 1" C RPL - 45, 47 CKT #2CKT #2 CKT #2 6" HDPE DIRECTIONALLY DRILLED G R R R F F F F R R4 R F R P P P RPL - 41, 43 RPL - 45, 47 MDP - 16, 18 RPL - 45, 47 MDP - 16, 18 RPL - 45, 47 MDP - 16, 18 1 - 6" PVC GRAY 1 - 1" C RPL - 45, 47 1 - 1" C RPL - 45, 47 MDP - 16, 18 1 - 1" C RPL - 45, 47 ELECTRICAL AND COMM. RACK, SEE SHEET E-305 ELEC. PED. RPL - 15, 17 RPL - 13, 17 RPL - 19, 23 ELEC. PANEL OH OH OH OH OH OH P P P P G G TS A A A A A A A OH OH OH OH OH P OH OH OH OH OH OH OH OH EP EP EP EP EP EP T ELECTRICAL LAYOUT PLAN (SHEET 2 OF 5) E-202 SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 1 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 6 4 5 5 1 \ I L M B P 1 - E - 2 0 0 . d w g Pl o t t e d b y : Am b e r K u l e s a Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 1 0 : 3 0 A M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 ALK RJW JDT ENGINEERINGPLLC 8226 CREEDMOOR ROAD, SUITE 201 RALEIGH, NC 27613 T 919-522-0628 NC LICENSE NO. P-0618 NOT RELEASED FOR CONSTRUCTION 07/07/2023 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 NORTH HANGAR 6 FBO HANGAR B U I L D I N G 1 0 HANGAR 4 HANGAR 5 HANGAR 2 HANGAR 1 HANGAR 7 HANGAR 3 KEY MAP 01 02 03 0405 WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION. ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. MA T C H L I N E S E E E- 2 0 3 MA T C H L I N E S E E E- 2 0 1 MATCHLINE SEE E-203 1 MO D E R N A V I A T I O N A C C E S S R O A D ARFF ACCESS ROAD HANGAR 6 HANGAR 5 HANGAR 2 HANGAR 7 HANGAR 3 RPL - 45, 47 MDP - 16, 18 4 - 2 " C 1-1"C1-1"C 1 - 1" C RPL - 45, 47 1 - 1" C RPL - 45, 47 RPL - 45, 47 1-1"C 1-1"C G F F F F F F R R R P P P RPL - 45, 47 MDP - 16, 18 1 - 1" C RPL - 45, 47 ELECTRICAL AND COMM. RACK, SEE SHEET E-305 RPL - 45, 47 RPL - 45, 47 1 - 1" C ELECTRICAL AND COMM. RACK, SEE SHEET E-305 SEE SHEET E-305 RPL - 15, 17 RPL - 13, 17 RPL - 13, 15 RPL - 19, 21 RPL - 19, 23 2 - 2" - 2 6-STRAND FIBER OPTIC CABLE - SINGLE MODE C P C P EXTEND CONDUIT AND FIBER OPTIC CABLE TO BUILDING MANAGEMENT ROOM (LOWER LEVEL) TERMINAL BUILDING ELECTRICAL LAYOUT PLAN (SHEET 3 OF 5) E-203 SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 1 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 6 4 5 5 1 \ I L M B P 1 - E - 2 0 0 . d w g Pl o t t e d b y : Am b e r K u l e s a Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 5 : 3 6 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 ALK RJW JDT ENGINEERINGPLLC 8226 CREEDMOOR ROAD, SUITE 201 RALEIGH, NC 27613 T 919-522-0628 NC LICENSE NO. P-0618 NOT RELEASED FOR CONSTRUCTION 07/07/2023 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 NORTH MA T C H L I N E S E E E- 2 0 2 INSET MATCHLINE HANGAR 6 FBO HANGAR B U I L D I N G 1 0 HANGAR 4 HANGAR 5 HANGAR 2 HANGAR 1 HANGAR 7 HANGAR 3 KEY MAP 01 02 03 0405 WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION. ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. MATCHLINE SEE E-202 1 SCALE: INSET 'A' 1" = 50' 1 E-305 EXISTING DUKE TRANSFORMER, PROTECT IN PLACE EXISTING ELECTRICAL RACK FOR EXISTING SURFACE LOT POWER, PROTECT IN PLACE DUKE ENERGY FEEDER TO TERMINAL BUILDING - PROTECT IN PLACE PROTECT COMM LINE IN PLACE 1-1" C RPL - 37, 39 VMS FEEDER 1-1" C RPL - 37, 39 RELOCATED LIGHT ON NEW FOUNDATION R RR R R R R EXTEND CONDUIT AND INSTALL NEW FEEDER CABLES (3#10 AWG, XHHW) 4 - 1" C RPL - 37, 39 RPL - 41, 43 RPL - 45, 47 RPL - 1, 3 RPL - 3, 5 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 C P P C P C P G G G G G G G G G G G TS TS TS TS TS TS TS VM S TS TS TS TT C C P ELECTRICAL LAYOUT PLAN (SHEET 4 OF 5) E-204 SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 1 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 6 4 5 5 1 \ I L M B P 1 - E - 2 0 0 . d w g Pl o t t e d b y : Am b e r K u l e s a Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 1 0 : 3 0 A M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 ALK RJW JDT ENGINEERINGPLLC 8226 CREEDMOOR ROAD, SUITE 201 RALEIGH, NC 27613 T 919-522-0628 NC LICENSE NO. P-0618 NOT RELEASED FOR CONSTRUCTION 07/07/2023 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023MA T C H L I N E S E E E- 2 0 5 50 NORTH HANGAR 6 FBO HANGAR B U I L D I N G 1 0 HANGAR 4 HANGAR 5 HANGAR 2 HANGAR 1 HANGAR 7 HANGAR 3 KEY MAP 01 02 03 0405 WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION. ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. MATCHLINE SEE E-201 1 LEASE AREA OTHERS EM E R G E N C Y A C C E S S R O A D RPL - 37, 39 1-1" C RPL - 37, 39 1-1" C RPL - 37, 39 P C C P C P R R R R R4 R P P1 - 1" C 1 - 1" C, 4#8 AWG, XHHW 4 - 1" C RPL - 37, 39 RPL - 41, 43 RPL - 45, 47 2 - 1" C RPL - 41, 43 RPL - 45, 47RPL - 1, 5 RPL - 1, 3 RPL - 3, 5 RPL - 3, 5 RPL - 1, 5 P C C P C P P ELECTRICAL LAYOUT PLAN (SHEET 5 OF 5) E-205 SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 1 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 6 4 5 5 1 \ I L M B P 1 - E - 2 0 0 . d w g Pl o t t e d b y : Am b e r K u l e s a Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 1 0 : 3 0 A M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 ALK RJW JDT ENGINEERINGPLLC 8226 CREEDMOOR ROAD, SUITE 201 RALEIGH, NC 27613 T 919-522-0628 NC LICENSE NO. P-0618 NOT RELEASED FOR CONSTRUCTION 07/07/2023 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 NORTH HANGAR 6 FBO HANGAR B U I L D I N G 1 0 HANGAR 4 HANGAR 5 HANGAR 2 HANGAR 1 HANGAR 7 HANGAR 3 KEY MAP 01 02 03 0405 MA T C H L I N E S E E E- 2 0 4 WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION. ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 1 MATCHLINE SEE E-201 3000 PSI CONCRETE STAINLESS STEEL ANCHOR BOLTS 1 1/2" RGS CONDUIT (TYP,) PULL BOX INTERNAL GROUND LUG 3/4" X 10' GROUND ROD FIXTURE POLE - ROUND TAPERED STEEL WJM, Inc. Model NO RT7501128-G/BK-3.5BC FINISHED GRADE (ASPHALT OR TURF) 36 " 28 ' 72 " BUSSMAN IN - LINE FUSE 5A MIN INCASED IN WATER PROOF FUSE HOLDERS 24 " BOND GROUND CONDUCTORS STUB CONDUIT UP 3" ABOVE BASE 4" PVC CONDUIT (TYPICAL) HANDHOLE - SEE DETAIL 2, THIS SHEET GROUND PARKING LOT POLE3 E-301 SCALE: NTS 1" RGS PARKING LOT POLE FIXTURE SCHEDULE1 E-301 SCALE: NTS 23 1/4"13 3/4" 2" 23 1/4"13 3/4" 2"3/8" - 16 UNC STAINLESS STEEL HEX HEAD BOLT WITH WASHER (2)1/2" x 4" PULL SLOT WITH Φ1/4" CENTER PIN 0.5 COEF SKID RESISTANT SURFACE COVER DESCRIPTION PART NO.WEIGHT #DESIGN/TEST LOAD # ANSI TIER WITH 2 BOLTS 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/TEST LOAD #ANSI TIER OPEN BOTTOM PG1324BA24 91 24"22"22,500 / 33,700 22 KNOWN MANUFACTURER: QUAZITE 13"x24" PG STYLE (STACKABLE) ASSEMBLY SCALE: 2 E-301 LIGHT POLE HANDHOLE DETAIL NTS HANDHOLE LED LIGHT FIXTURE WITH PHOTOCELL, SEE DETAIL 1 THIS SHEET FOR FIXTURE TYPE. CONCRETE MOW PAD (NCDOT 3000 PSI). 8" ALL SIDES x 4" DEEP (MID). OLDCASTLE, POLYMER SERIES (OR APPROVED EQUAL), POLYMER CONCRETE, TIER 22 HAND HOLE NOTES: 1.PROVIDE LIDS WITH THE LOGO AS "POWER" FOR POWER HAND HOLES AND "COMMUNICATIONS" FOR COMM. HAND HOLES. 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 INSTALL NUMBER OF CONDUITS SHOWN ON PLANS. LOGO 5 #6 REBAR VERTICAL AND #4 REBAR HORIZONTAL AT 12" ON CENTER CONNECT TO REBAR 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 FOR FUTURE CONTROL OF LIGHT FIXTURES VIA A MESH SYSTEM ELECTRICAL DETAILS E-301 SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 1 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 6 4 5 5 1 \ I L M B P 1 - E - 3 0 0 . d w g Pl o t t e d b y : Am b e r K u l e s a Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 1 0 : 3 0 A M WILMINGTON INTERNATIONAL AIRPORT ALK RJW JDT ENGINEERING PLLC 8226 CREEDMOOR ROAD, SUITE 201 RALEIGH, NC 27613 T 919-522-0628 NC LICENSE NO. P-0618 NOT RELEASED FOR CONSTRUCTION 07/07/2023 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 1 SCALE: 1 E-302 NOVEMBER PARKING LOT - ONE-LINE DIAGRAM NTS EXISTING DUKE ENERGY POLE MOUNT TRANSFORMER. EXISTING FEEDER TO EXISTING DUKE ENERGY METER. EXISTING POWER PANEL - 120/240V, 1-PHASE, 200AMP MAIN. SEE POWER PANEL SCHEDULE. STEP UP TRANSFORMER - 240V TO 480V, 1-PHASE 15KVA IN WEATHER PROOF ENCLOSURE (NEMA 4X) AND WEATHERGUARD. MOUNT TO EXISTING RACK. MINIPOWER ZONE 480V TO 240/120V, 1-PHASE, 15KVA, NEMA 4X. SEE DETAIL 4 THIS SHEET. EQUIPMENT LIST CONNECT TO GROUND LOOP 3/4" x 10' GROUND ROD IN GROUND WELL. 1 2 3 3 1 2 EXISTING FEEDER SCALE: 3 E-302 EXISTING POWER RISER DIAGRAM - MODIFICATION NTS EXISTING ENCLOSURE FOR LIGHTING CONTROLS; NEMA 4X; 3-PT LATCHED DOORS EXISTING LIGHTING CONTROL PANEL LCP 3-POLE RELAYS FOR LIGHTING CIRCUITRY SWITCHING PCEXISTING PHOTOCELL 6" X 6" NEMA 4X WIREWAY EXISTING PANEL RPL EXISTING XFMER T EXISTING PANEL P 30 KVA 480: 208Y120V NEMA 4X OR 3R S.S. SPD EXISTING 1"C, #3 GEC EXISTING LIGHTING CIRCUITRY & SPARE CONDUITS NEW LIGHTING CIRCUITS. SEE PANEL SCHEDULE AND E-300 SERIES CIRCUITS 4 5 4 5 60A 2P 60A 2P 80A 2P 3 - 2/0 AWG, XHHW FOR PARKING LOT ENTRANCE / EXIT LANES. SCALE: 4 E-302 MPZ PANEL SCHEDULE NTS SCALE: 5 E-302 EXISTING MDP PANEL SCHEDULE NTS SCALE: 2 E-302 RPL PANEL SCHEDULE NTS ELECTRICAL DETAILS E-302 SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 1 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 6 4 5 5 1 \ I L M B P 1 - E - 3 0 0 . d w g Pl o t t e d b y : Au b r e y T i l l m a n Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 5 : 3 0 P M WILMINGTON INTERNATIONAL AIRPORT ALK RJW JDT ENGINEERINGPLLC 8226 CREEDMOOR ROAD, SUITE 201 RALEIGH, NC 27613 T 919-522-0628 NC LICENSE NO. P-0618 NOT RELEASED FOR CONSTRUCTION 07/07/2023 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 1 A B A B 2" 3" COVER ON ALL SIDES (TYP.) 2" 3" COVER ON ALL SIDES (TYP.) #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 SIZE AS SHOWN ON PLANS (TYP.) 2 WAY DUCT CONCRETE ENCASED IN ASPHALT PAVEMENT5 E-303 SCALE: NTS 2 WAY DIRECT EARTH BURIED IN TURF4 E-303 SCALE: NTS SEE CIVIL SPECS FOR COMPACTION 24" (MIN.) A 4" COVER ON ALL SIDES (TYP.) #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 24" (MIN.) 6" 8" 6" 8" 1 WAY DUCT DIRECT EARTH BURIED IN TURF1 E-303 SCALE: NTS CONCRETE (NCDOT 3000 PSI) CONCRETE (NCDOT 3000 PSI) SAND A 4" COVER ON ALL SIDES (TYP.) #6 AWG B.S.D. CU. COUNTERPOISE SCH. 40 PVC SIZE AS SHOWN ON PLANS (TYP.) 1 WAY DUCT DIRECT EARTH BURIED IN ASPHALT PAVEMENT2 E-303 SCALE: NTS SAND 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. THE DETECTABLE TAPE MUST BE OMITTED WHERE THE UNDERGROUND UTILITY 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: 8 E-303 HEAVY DUTY HANDHOLE NTS 3/8"-16 UNC INSERTS FOR 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 - 32,000 LB. 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 IS USED FOR COVER LIFT OPERATIONS. GALV. STEEL COVER P/N: 24-36-FHR ~92 LBS 2" ALUMINUM FLOATING NUT P/N: FLT-NUT-7 STEEL REINFORCED CONCRETE BASE W/CAST-IN GALV. STEEL FRAME P/N: FHR-24-36-36-R CON-DUCT TERMINATIONS ARE 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 SMALLER CONDUITS COM M . ALUMINUM ID PLATE - "COMM." 6" #57 STONE UNDER HANDHOLE A B C D A B C D A B C D 2" SEPARATION BETWEEN ALL CONDUITS 3" COVER ON ALL SIDES (TYP.) 2" SEPARATION BETWEEN ALL CONDUITS 3" COVER ON ALL SIDES (TYP.) 2" SEPARATION BETWEEN ALL CONDUITS 3" COVER ON ALL SIDES (TYP.) #6 AWG B.S.D. CU. COUNTERPOISE #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 SIZE AS SHOWN ON PLANS (TYP.) SCH. 40 PVC SIZE AS SHOWN ON PLANS (TYP.) CONCRETE (NCDOT 3000 PSI) CONCRETE (NCDOT 3000 PSI) CONCRETE (NCDOT 3000 PSI) 4 WAY DUCT CONCRETE ENCASED IN ASPHALT PAVEMENT6 E-303 SCALE: NTS 4 WAY DUCT CONCRETE ENCASED IN PCC PAVEMENT7 E-303 SCALE: NTS 4 WAY DUCT DIRECT EARTH BURIED IN TURF3 E-303 SCALE: NTS SEE CIVIL SPECS FOR COMPACTION 24" (MIN.) 6" 8" 25" (MIN.) 26" (MIN.) 24" (MIN.) EXISTING DUKE ENERGY WOOD POWER POLE 6" SCHEDULE 40 PVC, GREY CONDUIT FRICTION FIT CAP - DUCT TAPE CAP TO CONDUIT CONCRETE ENCASEMENT LONG RADIUS ELBOW TO EXISTING UTILITY TRANSFORMER 36" (MIN.) 48" CONDUIT STRAP SCALE: 9 E-303 POWER POLE CONDUIT TERMINATION NTS ELECTRICAL DETAILS E-303 SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 1 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 6 4 5 5 1 \ I L M B P 1 - E - 3 0 0 . d w g Pl o t t e d b y : Au b r e y T i l l m a n Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 5 : 0 9 P M WILMINGTON INTERNATIONAL AIRPORT ALK RJW JDT ENGINEERINGPLLC 8226 CREEDMOOR ROAD, SUITE 201 RALEIGH, NC 27613 T 919-522-0628 NC LICENSE NO. P-0618 NOT RELEASED FOR CONSTRUCTION 07/07/2023 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 1 SCALE: CARD READER LAYOUT DETAIL NTS 1 E-304 BOLLARD (TYP.) CARD READER/ KEYPAD WITH HOOD. SEE DETAIL 2, THIS SHEET 6" CURB (ELIMINATE CURB FOR INSTALLATIONS IN FULL STRENGTH PAVEMENT) 24 " 24 " 15"CONCRETE (3000PSI) PER 15"X15"X48" (MIN.) 1" PVC TO GATE OPERATOR INSTALL CARD READER WITH HOOD SCALE: CARD READER PEDESTAL DETAIL NTS 3 E-304 INSTALL CARD READER WITH HOOD 32 " 40 " STEEL POLE WITH BLACK EPOXY COAT BOLT PLATE WITH 4-1/2" X 8" (MIN.) CONCRETE EXPANSION BOLTS WITH 1 2" LOCK WASHERS AND 1 2" HEX BOLTS. BOLT PATTERN PER VENDOR. #4 REBAR WITH 3" CLEAR AROUND REBAR FINISHED PCCCURB IN TURF. IN PCC, 2" SEE CIVIL PLANS FOR PAVEMENT SECTIONS/CURB DETAILS 6" 1. SEE DETAIL 1, THIS SHEET FOR BOLLARD LAYOUT. CAT 6A CABLE EXISTING DESIGNA, INC. SERVER 2- 2 STRAND SINGLE MODE FIBER OPTIC CABLE-FIELD ROUTE 1"C EMT INSIDE ILM TERMINAL BUILDING FOR INSTALLATION OF NEW FIBER OPTIC CABLE ENTRY LANES CAT 6A CABLE EXIT LANES GATE 1 GATE 2 LOOP LPR 1 LPR 2 GATE 1 GATE 2 LOOP LPR 1 LPR 2 ILM TERMINAL - BUILDING MANAGEMENT ROOM (LOWER LEVEL) 2- 2 STRAND SINGLE MODE FIBER OPTIC CABLE SCALE: MARCH LOT- COMMUNCATION DIAGRAM - PARKING REVENUE NTS 2 E-304 SCALE: ILM TERMINAL BUILDING LOWER LEVEL - BUILDING MANAGEMENT ROOM NTS 4 E-304 COMM ENCLOSURE SEE SHEET E-305 FOR LOCATION SEE SHEET E-306 FOR DETAIL COMM ENCLOSURE SEE SHEET E-305 FOR LOCATION SEE SHEET E-306 FOR DETAIL EXISTING WALL MOUNT COMM. ENCLOSURE (TYP OF 3) EXISTING DESIGNA COMPUTER SCREEN EXISTING DESIGNA CPU / SERVER DESK CCTV SYSTEM COMM RACK ELECTRICAL DETAILS E-304 SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 1 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 6 4 5 5 1 \ I L M B P 1 - E - 3 0 0 . d w g Pl o t t e d b y : Au b r e y T i l l m a n Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 5 : 0 8 P M WILMINGTON INTERNATIONAL AIRPORT ALK RJW JDT ENGINEERINGPLLC 8226 CREEDMOOR ROAD, SUITE 201 RALEIGH, NC 27613 T 919-522-0628 NC LICENSE NO. P-0618 NOT RELEASED FOR CONSTRUCTION 07/07/2023 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 1 POLE MOUNTED CAMERA (TYP.) BOLLARD (TYP.) EXIT GATE (TYP.) POLE MOUNTED CAMERA (TYP.) PAY STATION (TYP.) BOLLARD (TYP.) SCALE: ENTRY BOOTH NTS 1 E-305 SCALE: EXIT BOOTH NTS 2 E-305 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 1/2" CONDUIT 1-1/2" CONDUIT (4) CAT-6 ELECTRIC RACK - MINI - POWERZONE / COMM. ENCLOSURE 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. 1 1 ENTRANCE GATE (TYP.) 2 - 20 AMP CIRCUITS 5 5 5 5 TICKET SPITTER (TYP.) 3' (TYP . ) 15" 8" 2 4 ' ( T Y P . ) 1 0 ' ( T Y P . ) 15" 15" 8" 24 ' ( T Y P . ) 10 ' ( T Y P . ) 3' ( T Y P . ) 3' (TYP . ) 6 ' ( T Y P . ) 6' (TYP . ) 3' ( T Y P . ) 15" 3 ' ( T Y P . ) 18" 18" 1 2 5 8 9 8 2 2 8 8 8 822 8 8 8 P COMM. BOX 5 5 5 5 3' (TYP.) 1 1 8 9 8 1-1/2" CONDUIT (8) CAT-6 1-1/2" CONDUIT (4) CAT-6 1-1/2" CONDUIT (8) CAT-6 MPZ-2 MPZ-4 9 MDP-16,18 MPZ-1 MPZ-3 MPZ-5 TO MDP - SEE SHEET E-201 3" - 1"C T O EXIT LAN E S SAFETY LOOP (TYP.) 3-1"C MPZ-1 MPZ-3 MPZ-5 MPZ-5 MPZ-1 MPZ-3 GATE DETAILS E-305 SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 1 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 6 4 5 5 1 \ I L M B P 1 - E - 3 0 0 . d w g Pl o t t e d b y : Am b e r K u l e s a Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 1 0 : 3 0 A M WILMINGTON INTERNATIONAL AIRPORT ALK RJW JDT ENGINEERINGPLLC 8226 CREEDMOOR ROAD, SUITE 201 RALEIGH, NC 27613 T 919-522-0628 NC LICENSE NO. P-0618 NOT RELEASED FOR CONSTRUCTION 07/07/2023 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 1 RACK MOUNT COMM. ENCLOSURE, NEMA 4X, 36"x36"x12" (MIN.) FIBER OPTIC CABLE (FOC) TERMINATION ENCLOSURE- CORNING LANDSCAPE 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. ALPHA MICRO1000 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 4 - CAT6A CABLES NOT USED 2-#12 AWG, #12 AWG GND, XHHW OUTPUT OF UPS, 120V, CLEAN POWER. SECURITY CAMERA COMM. ENCLSURE EQUIPMENT SCHEDULE: PARKING REVENUE SYSTEM - (DESIGNA)3 E-306 SCALE: NTS SEE DETAIL 4, THIS SHEET (TYP.) 0" 18" 1 " PVC TO DEVICES1 " PVC. INCOMING FIBER OPTIC CABLE 2 " PVC. INCOMING COMM. ENCLOSURE POWER 6" 6" SEE DETAIL 3, THIS SHEET FOR COMM. ENCLOSURE EQUIPMENT 1 " PVC. OUTGOING FIBER OPTIC CABLE PARKING REVENUE SYSTEM - (DESIGNA) - ELEVATION VIEW1 E-306 SCALE: NTS 6" 6" 12" (TYP.) #4/0 GROUND LOOP CABLE PARKING REVENUE SYSTEM - (DESIGNA) - PLAN VIEW2 E-306 SCALE: NTS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 MINI-POWER ZONE SEE PANEL SCHEDULE SHEET E-302 SA FAN 3/4" EMT, 3-NO. 12 AWG, XHHW (TYP.) INPUT POWER TO UPS 2" LIQUID TIGHT CONDUIT. UPS INPUT POWER- 3-NO. 12 AWG, XHHW (TYP) OUTPUT POWER- 3-NO. 12 AWG, XHHW (TYP)-CLEAN POWER 14 4 15 9 10 12 11 17 17 17 17 18 8 5 2 3 6 7 1 13 5 17 SPARE 15 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) 8" (TYP.) 1 1/2" x 1 1/2" STAINLESS STEEL UNISTRUT CHANNEL, FASTEN TOGETHER WITH 1/4" STAINLESS STEEL U-BOLTS AND SPRING WASHERS (TYP.) 12" (TYP.)18" (TYP.) 6" (TYP.) 6 x 6 - W2.1 x W2.1 (GALV. WELDED WIRE FABRIC) 3/4" x 10' COPPER CLAD GROUND ROD WITH EXOTHERMIC CONNECTION (TYP.) CONCRETE (NCDOT 3000 PSI) (TYP.) TYPICAL RACK DETAIL4 E-306 SCALE: NTS SEE DETAIL 4, THIS SHEET (TYP.) COMM. ENCLOSURE PVC SLEEVE1" CHAMFER (TYP.) 12" 12" GATE DETAILS E-306 SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 1 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 6 4 5 5 1 \ I L M B P 1 - E - 3 0 0 . d w g Pl o t t e d b y : Am b e r K u l e s a Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 1 0 : 3 0 A M WILMINGTON INTERNATIONAL AIRPORT ALK RJW JDT ENGINEERINGPLLC 8226 CREEDMOOR ROAD, SUITE 201 RALEIGH, NC 27613 T 919-522-0628 NC LICENSE NO. P-0618 NOT RELEASED FOR CONSTRUCTION 07/07/2023 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 1 4' 3' 12" NOTES 18" SCALE: BOLLARD DETAIL NTS 5 E-305 PAVEMENT 4"4"A A TICKET DISPENSER CONTROL GATE Hello SCALE: LOOP INSTALLATION DETAIL NTS 1 E-305 SCALE: LOOP STUB OUT DETAILS NTS 2 E-305 SCALE: KNOX SWITCH LOCATION NTS 3 E-305 SCALE: EQUIPMENT LEGEND AND CONDUIT STUB OUT LOCATIONS NTS 4 E-305 3 TURNS, #14 - #18 AWG STRANDED, THHN OR EQUIVALENT TYPE WIRE FOR A TYPICAL 2' 6" X 6' LOOP. NO SPLICING SHALL BE ALLOWED. TWIST LOOP LEAD-IN WIRES A MINIMUM OF 10 TURNS PER FOOT 3/4" CONDUIT SECTION A-A WITH WIRE PLACEMENT CUT 1/4" X 1" DEEP SLOT FOR LOOP WIRE. USE 3/8" FOAM BACKER ROD TO HOLD WIRE IN PLACE BEFORE SEALING. TYPICAL TO ACCOMMODATE CONDUIT SEALANT BACKER RODWIRES DRIVEWAY SIDE CURB FACE OF TYPICAL PCC CONCRETE SLAB ISLAND 6" KNOX BOX LOCATION Gate Base Entry/Exit Device Reader LPR Camera SAFETY LOOP 22" 1.THE CONCRETE BASE OF THE BOLLARD SHALL BE INSTALLED 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. 4" SCHEDULE 40 STEEL PIPE, PRIME AND PAINT TEAL. . SMOOTH CONCRETE DOME EXISTING GROUND CONCRETE FOUNDATION 18 "15 "1' - 6 " 12 " 4' 3' 12"18" 4" SCHEDULE 40 STEEL PIPE, PRIME AND PAINT TEAL. . SMOOTH CONCRETE DOME PROPOSED CURB CONCRETE FOUNDATION CURB TURF BOLLARD (TYP.) GATE DETAILS E-307 SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 1 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 6 4 5 5 1 \ I L M B P 1 - E - 3 0 0 . d w g Pl o t t e d b y : Am b e r K u l e s a Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 1 0 : 3 0 A M WILMINGTON INTERNATIONAL AIRPORT ALK RJW JDT ENGINEERINGPLLC 8226 CREEDMOOR ROAD, SUITE 201 RALEIGH, NC 27613 T 919-522-0628 NC LICENSE NO. P-0618 NOT RELEASED FOR CONSTRUCTION 07/07/2023 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 1 SCALE: GATE DETAIL NTS 1 E-305 SCALE: CAMERA DETAIL NTS 2 E-305 SCALE: TERMINAL DETAIL NTS 3 E-305 SCALE: TERMINAL DETAIL NTS 4 E-305 SCALE: BOLLARD LOCATION EXIT LANE DETAIL NTS 5 E-307 6"6"6" NOTES: BOLLARDS ARE 4" IN DIAMETER, TYPICAL. 1' 6 " 23 ' 6 " 10 ' 4' 1' 6 " 23 ' 6 " 10 ' 4' 4 ' 1 0 ' 2 3 ' 6 " 1 ' 6 " 4 ' 1 0 ' 2 3 ' 6 " 1 ' 6 " 6" 6" 6" SCALE: BOLLARD LOCATION ENTRANE LANE DETAIL NTS 5 E-307 1 ' 0 " 1 ' 0 " 1' 0 " 1' 0 " 1' 6 " 1' 6 " 1' 6 " 1' 6 " 1 ' 6 " 1 ' 6 " 1 ' 6 " 1' 6 " GATE DETAILS E-308 SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 1 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 6 4 5 5 1 \ I L M B P 1 - E - 3 0 0 . d w g Pl o t t e d b y : Am b e r K u l e s a Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 1 0 : 3 0 A M WILMINGTON INTERNATIONAL AIRPORT ALK RJW JDT ENGINEERINGPLLC 8226 CREEDMOOR ROAD, SUITE 201 RALEIGH, NC 27613 T 919-522-0628 NC LICENSE NO. P-0618 NOT RELEASED FOR CONSTRUCTION 07/07/2023 100% DESIGN 11/22/2023 1 REVISED SINCE 60%11/22/2023 1 GR-06 LEGEND PROGRAM PHASE 1A - WORK AREA 1 PROGRAM PHASE 1A - WORK AREA 2 PROGRAM PHASE 1A - WORK AREA 3 PROGRAM SIGNAGE PLAN PHASE 1A SIGN # EAR-001 AIR P O R T B O U L E V A R D AIR P O R T B O U L E V A R D EM E R G E N C Y A C C E S S R O A D AIRP O R T B O U L E V A R D J.G J.G DRS CUSTOMER VEHICLE ROUTE - FOLLOW EXISTING ROADWAY CUSTOMER VEHICLE ROUTE - FOLLOW EXISTING AND NEWLY CONSTRUCTED PHASE 1A ROADWAY ARF F A C C E S S R O A D ARF F A C C E S S R O A D TE R M I N A L SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 RE9IE:ED B< DRA:N B< DATE ISSUED DESIGNED B< RE9ISIONS 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 NO.DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 1 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 1 - G R 0 6 . d w g Pl o t t e d b y : Jo n H a l l Pl o t t e d o n : 11 / 2 2 / 2 0 2 3 1 1 : 2 4 A M JLH JLH MJE :ILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 400200200 200 NOT RELEASED FOR CONSTRUCTION 100% DESIGN 1103 SIGN # EAR-002 INSTALL AT GATE (IF PRESENT) SIGN # AAR-001 SIGN # AAR-002 SIGN # ACR-T1A-01 INSTALL WHEN AIRPORT CIRCULATION IS REDIRECTED SIGN # ACR-T1A-02 INSTALL WHEN AIRPORT CIRCULATION IS REDIRECTED SIGN # ACR-001 INSTALL WHEN AIRPORT CIRCULATION IS REDIRECTED SIGN # ACR-002 INSTALL WHEN AIRPORT CIRCULATION IS REDIRECTEDSIGN # ACR-003 INSTALL WHEN AIRPORT CIRCULATION IS REDIRECTED GROUND MOUNTED SIGN LOCATION SIGN # AAR-003 NOTES 1. REFER TO SIGN MESSAGE LAYOUTS (GR-22) FOR THE MESSAGES OF ALL SIGNS ON THIS DRAWING. 11/22/23REVISED SINCE 60%1 1 1 GRAPHIC LAYOUTS - GROUND MOUNTED DIRECTIONAL SIGNS1SCALE: 1/2” = 1’-0” JNH JNH GR-21 PROGRAM SIGNAGE GRAPHICLAYOUTS PHASE 1A 11/22/2023 100% DESIGN Access Road A Authorized Vehicles ONLY Airpor t EXIT Return to Ter mina l NEXT LEFT ARFF Rental Car Return Authorized Vehicles ONLY 5' - 0 " 4" 3' - 6 1/2" 1' - 0 " 8" 7 1/2" 10 " 8" 5" 8" 6" 10 1/2" 6" 8'-6" 6"1'-0"4"1" 4"10"4" 5' - 0 " 8" 6" 8'-6" 4" 5' - 0 " 4" 1' - 0 " 8" 6" 8'-6" 6"1'-0"4"1" 4" 4" 3' - 1 1 " 8" 6" 6" 5" 6" 6" 5' - 0 " 4" 8" 6" 8'-6" 8" 6" 6" 6" 10"10"4"EQ.EQ. 10 " 5" 5" 8" 6" 8" 6" 3' - 0 " 10 " 1'-0"5" 6"4"1"4"10"4" 5' - 0 " 4" 6" 8'-6" 8" 6" 6"4"1"4" 2' - 0 " 1'-0" 1' - 0 " 8" 4" RULE LINE COLOR TO MATCH PMS 299, CMYK 90, 8, 0, 0 BACKGROUND COLOR TO MATCH PMS 295, CMYK 100, 65, 10, 55 FONT IS HELVETICA NEUE LT 55 ROMAN COPY TO REVEAL WHITE 3M DIAMOND GRADE REFLECTIVE VINYL SYMBOL AND SYMBOL BACKGROUND OUTLINE TO REVEAL 3M DIAMOND GRADE REFLECTIVE VINYL. SYMBOL BACKGROUND COLOR TO MATCH PMS 299, CMYK 90, 8, 0, 0 SYMBOL COLOR TO MATCH DOT RED. SYMBOL BACKGROUND TO REVEAL 3M DIAMOND GRADE REFLECTIVE VINYL NOTE: THESE LAYOUTS ARE FOR GRAPHIC SIZING, PLACEMENT, AND COLOR GUIDANCE. SEE GR-22 FOR ALL OF THE SPECIFIC MESSAGING THAT CORRESPONDS WITH EACH SIGN ON THE SIGN LOCATION PLAN. MESSAGE LAYOUTS - GROUND MOUNTED DIRECTIONAL SIGNS1SCALE: 1/2” = 1’-0” ARFF Rental Car Return 8'-6" 5' - 0 " 1MESSAGE LAYOUT APPLIES TO SIGN ID: AAR-001 2MESSAGE LAYOUT APPLIES TO SIGN ID: AAR-002 3MESSAGE LAYOUT APPLIES TO SIGN ID: EAR-001 Access Road A 4MESSAGE LAYOUT APPLIES TO SIGN ID: EAR-002 Authorized Vehicles ONLY Air por t EXIT 5MESSAGE LAYOUT APPLIES TO SIGN ID: ACR-T1A-01 Air por t EXIT 6MESSAGE LAYOUT APPLIES TO SIGN ID: ACR-T1A-02 7MESSAGE LAYOUT APPLIES TO SIGN ID: ACR-003 8MESSAGE LAYOUT APPLIES TO SIGN ID: ACR-002 JNH JNH A irpor t EXIT STAY RIGHT Ret urn to Ter minal NEX T LEF T 9MESSAGE LAYOUT APPLIES TO SIGN ID: ACR-001 Return to Ter minal ARFF Rental Car Return Authorized Vehicles ONLY Rental Car Return 10.MESSAGE LAYOUT APPLIES TO SIGN ID: AAR-003 GR-22 11/22/2023 100% DESIGN PROGRAM SIGNAGE MESSAGELAYOUTS PHASE 1A 8'-6" 5' - 0 " MOUNTING ELEVATION - GROUND MOUNTED DIRECTIONAL SIGN - PERMANENT CONDITION1SCALE: 1/2” = 1’-0” GR-23 JNH JNH 3' - 0 " ARFF Rental Car Return NOTE: THIS MOUNTING CONDITION APPLIES TO PERMANENT SIGN LOCATIONS: AAR-001, AAR-002, EAR-001, EAR-002, ACR-001, ACR-002, ACR-003 NCDOT STANDARD SIGN PANEL FABRICATED FROM RIVETED “C” CHANNEL SECTIONS, APPLIED DIGITALLY PRINTED REFLECTVE GRAPHICS NCDOT STANDARD “I” POST NCDOT COMPLIANT BREAK AWAY CONNECTION NCDOT STANDARD FOOTER 8'-6" 5' - 0 " MOUNTING ELEVATION - GROUND MOUNTED DIRECTIONAL SIGN - TEMPORARY CONDITION2SCALE: 1/2” = 1’-0” 3' - 0 " NOTE: THIS MOUNTING CONDITION APPLIES TO TEMPORARY SIGN LOCATIONS: ACR-T1A-01, ACR-T1A-02 4” x 6” WOOD POST 4’ - 6’ EMBEDMENT DRILL HOLES TO PROVIDE NCDOT COMPLIANT BREAKAWAY PROTECTION Airpor t EXIT 3/4” THK. EXTERIOR RATED MARINE GRADE PLYWOOD SIGN PANEL WITH APPLIED DIGITALLY PRINTED REFLECTIVE GRAPHICS 11/22/2023 100% DESIGN PROGRAM SIGNAGE MOUNTINGELEVATIONS PHASE 1A NOTE USE THIS SIGN PANEL AND CONSTRUCTION TYPE FOR THE FOLLOWING SIGNS: EAR-001 EAR-002 ACR-001 ACR-002 ACR-003 AAR-001 AAR-002 AAR-003 NOTE USE THIS SIGN PANEL AND CONSTRUCTION TYPE FOR THE FOLLOWING SIGNS: ACR-T1A-01 ACR-T1A-02 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 GENERAL NOTE: USE THIS SIGN PANEL CONSTRUCTION FOR THE FOLLOWING SIGNS: EAR-001 EAR-002 ACR-001 ACR-002 ACR-003 AAR-001 AAR-002 AAR-003 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-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 8'- 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 " 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" - 16 6262-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 " REFER TO STRUCTURAL DRAWINGS FOR SIGN SUPPORT DETAILS 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-31 PROGRAM SIGNAGE DETAILS PHASE 1A J.G J.G DRS SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 RE9IE:ED B< DRA:N B< DATE ISSUED DESIGNED B< RE9ISIONS 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 NO.DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 1 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 1 - G R 3 1 . d w g Pl o t t e d b y : Jo n H a l l Pl o t t e d o n : 11 / 2 2 / 2 0 2 3 1 1 : 2 5 A M :ILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 100% DESIGN 1103 3/4" = 1'-0"1 FRONT ELEVATION - PERMANENT SIGN PANEL 3/4" = 1'-0"2 REAR ELEVATION - PERMANENT SIGN PANEL 3/4" = 1'-0"3 VERTICAL SECTION - PERMANENT SIGN PANEL 3/4" = 1'-0"4 ENLARGED PLAN - PERMANENT SIGN PANEL 11/22/23REVISED SINCE 60%1 1 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 GENERAL NOTE: USE THIS FOOTER DETAIL FOR THE FOLLOWING SIGNS: EAR-001 EAR-002 ACR-001 ACR-002 ACR-003 AAR-001 AAR-002 AAR-003 GR-32 PROGRAM SIGNAGE DETAILS PHASE 1A J.G J.G DRS SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 RE9IE:ED B< DRA:N B< DATE ISSUED DESIGNED B< RE9ISIONS 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 NO.DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 1 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 1 - G R 3 1 . d w g Pl o t t e d b y : Jo n H a l l Pl o t t e d o n : 11 / 2 2 / 2 0 2 3 1 1 : 2 5 A M :ILMINGTON INTERNATIONAL AIRPORT NOT RELEASED FOR CONSTRUCTION 100% DESIGN 11222023 1-1/2" = 1'-0"1 FOOTER DETAIL - PERMANENT SIGN PANEL 11/22/23REVISED SINCE 60%1 1 S-101 SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 1 JKG WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 0 NOT RELEASED FOR CONSTRUCTION 11/22/2023 P lo tte d b y: R e b e c c a M cLa u g h lin , E .I. P lo tte d o n : 0 9 /2 2 /2 0 2 3 EXISTING SIGNING 200200 400 1 INCH = 200 FEET (WHEN PRINTED 34"x22") NORTH REM NOTES LEGEND EXISTING SIGN EXISTING SIGN POST EXISTING WAYFIND SIGN POST REM ON 'U' CHANNEL SUPPORTS G. 904.50 MOUNTING TYPE 'D', 'E', AND 'F' SIGNS F. 904.30 SUPPLEMENTAL SIGN MOUNTING E. 904.20 SECONDARY SIGN MOUNTING SIGNS D. 904.10 ORIENTATION OF GROUND MOUNTED C. 903.10 GROUND MOUNTED SIGN SUPPORTS SIGNS B. 902.10 FOUNDATIONS FOR GROUND MOUNTED SPACING A. 901.70 SIGN STRINGING AND SUPPORT 4. NCDOT 2024 STANDARD DRAWINGS: STANDARD PER THE MUTCD. OR DIMENSION ARE CUSTOM MADE AND NOT 3. EXISTING SIGNS WITHOUT A SIGN DESIGNATION SIGNAGE AND GUIDE SIGN DETAILS. 2. SEE SHEETS GR21 AND GR22 FOR WAYFINDING PENDING FINAL SURVEY. 1. SOME EXISTING SIGNS MAY NOT BE SHOWN. 100% DESIGN CURB LINE CURB LINE CURB LINE CURB LINE CURB LINE CURB LINE CURB LINE HANGAR 6 FBO HANGAR BUILDING 10 HANGAR 4 HANGAR 5 HANGAR 2 HANGAR 1 MAIN BUILDING HE W L E T T DRIVE HALL DRIVE T R AS K DR IV E HANGAR 7 HANGAR 3 M Airport Blvd. DRIVE TR ADE W IN DS SPEED AHEAD REDUCE 4 8'' X 4 8'' W 3 - 3 SI G N T O R E M AI N SP E E D35 LI MIT R2-1 24'' X 30'' SI G N R E M O V A L TERM IN AL BU SIN ESS PARK & TRUCKS O VER 12 .5' ILM BUSINESS PARK 1724 Gardner Drive BUSINESSES 3 6 '' X 2 4 ' ' R5 - 1 A S IG N TO REM AIN 2 4 ' ' X 3 0 ' ' SPEED 4 5 LIMIT R2 - 1 SIG N REM O VAL R1- 1 STOP SIG N TO REMAIN R1- 1 STOP SIG N TO REM AIN 24'' X 30'' SPEED 35 LIMIT R2-1 SIGN TO REMAIN 36'' X 12'' R6-1 L ONE WAY SIGN TO REMAIN 3 0 ' ' X 3 0 ' ' R5 - 1 DO NOT ENTER S IG N TO REM AIN R1-1 STOP SIGN REMOVAL R1-1 STOP SIGN TO REMAIN R1-2 YIELD 48'' x 48'' x 48" SIGN TO REMAIN 36'' X 12'' R6-1 L ONE WAY SIGN TO REMAIN ILM To W e lco m e R1-2 YIELD 48'' x 48'' x 48" SIGN TO REMAIN R1- 248'' x 48'' x 48" SIG N REM O VAL R1-2 YIELD 48'' x 48'' x 48" SIGN REMOVAL 36'' X 12'' R6-1 R SIGN TO REMAIN R1-1 STOP SIGN TO REMAIN 2 4 ' ' X 3 0 ' ' SPEED 4 5 LIMIT R2 - 1 SIG N REMO VAL NO PARKING TOW AW AY ZO NE S IG N TO REM AIN SIG N TO REMAIN 3 0 ' ' X 3 0 '' R5 - 1 CREDIT CARD PARKING Free 30 Min ute s All Lots R1-1 SIGN TO REMAIN SIGN TO REMAIN 24'' X 30'' SPEED 35LIMIT R2-1 R1- 1 S TO P S I G N TO RE M AI N 24'' X 24''R3-2 SIGN REMOVAL R1-1 STOP SIGN TO REMAIN SIG N TO REM A IN 24'' X 30'' SPEED 2 0 LIM IT R2-1 R1-1 STOP SIGN REMOVAL 24'' X 30''R2-1 SIGN REMOVAL R1- 1 SIG N REM O VAL PUBLIC SAFETY OFFICE EMPLOYEE PARKING EMPLO YEE PARKING ILM PERMIT ONLY SIGN TO REMAIN NOPARKING ANYTIME TOW-AWAY ZONE R1- 1 STOP SIG N REM O VA L PUBLIC SAFETY OFFICE NO PARKING THIS SIDE OF STREET 24'' X 30'' SPEED 20 LIMIT R2-1 SIGN TO REMAIN SIG N TO REM AIN N O PAR K ING THISSI D E O F STR EET NO PARKING THIS SIDE OF STREET SIGN TO REMAIN SIGN REMOVAL TAXI PARKING ONLY S I G N T O RE M A I N SIG N TO REMAIN CAUTION SPEED BUMPS AHEAD 24'' X 30'' SPEED 15LIMIT R2-1 SIGN TO REMAIN AIRLINE CHECK-IN BAGGAGE CLAIM RENTAL CAR RETURN CELL PHO NE LO T RENTAL CAR RETURN PARKING SHORT TERM First 15 min. Free Maximum Ea. 24 Hrs. $18.00 R1- 1 STOP SIG N TO REM AIN 4 8 ' ' X 4 8 ' ' W 11- 2 S I G N TO REM AI N S IG N TO REM A I N R1- 1 STOP 3 6'' X 1 2'' R6 - 1 R O N E WA Y S I G N T O REM A I N R1-1 STOP SIGN REMOVAL R1-1 STOP SIGN TO REMAIN SIG N TO REMAIN R1-2 48'' x 48'' x 48" SIGN REMOVAL R1-2YIELD 48'' x 48'' x 48"SIGN TO REMAIN SIGN REMOVAL CELL PHONE LOT SIGN REMO VALW RO N G W AY R5-1 A 36'' X 2 4'' 30'' X 30'' R5-1 DO NOT ENTER SIGN REMO VAL 24'' X 30'' SPEED 20LIMIT R2-1 SIGN REMO VAL EXIT SIG N REM O VAL 3 0 ' ' X 3 0 '' R5 - 1 ENTER SIGN REMOVAL 24'' X 30'' SPEED 35 LIMIT R2-1 R1-1 STOP SIGN REMOVAL RETURN TO TERMI NAL EXI T RIG HT LAN E S I G N RE M O VA L N O P AR KI NG A N Y TI M E SI G N R E M O V A L TER MIN AL & PARKIN G LEFT LA NE EXIT RIG HT LA NE 2 4'' X 3 0'' S P E E D 4 5 LI MI T R2- 1 N O P A R KI N G A N Y TI M E SI G N R E M O V A L DO NOT ENTER STOP SIG N TO REMAIN 3 0 ' ' X 3 0 ' ' R5 - 1 DO NOT ENTER CRED IT C ARD PARKIN G & D ELIVERIES Free 30 Minutes All Lots 36'' X 12'' R6-1 L ONE WAY SIGN TO REMAIN Free 15 Minutes All Lots PARKING LEFT LANE 24'' X 30'' SPEED 20 LIMIT R2-1 SIGN REMOVAL Free 15 Minutes All Lots PARKING LEFT LANE SIGN TO REMAIN NO PARKING ANY TIME C R E DI T C A R D P A R KI N G & D E LIV E RI E S YIELD R1-1 SIGN TO REMAIN 36'' X 12'' R6-1 R ONE WAY SIGN TO REMAIN 36'' X 12''R6-1 L ONE WAY SIGN REMOVAL EXIT 3 0'' X 3 0'' R 5 - 1 ENTER S I G N R E M O VA L R1-1 STOP SIGN TO REMAIN R1-1 STOP SIGN REMOVAL SPEED 35LIMIT STOP SIG N TO REM AIN S EE W AYFIN D IN G PLA N S S IG N TO REM AIN S EE W AYFIN D IN G PLA N S SIG N TO REMAIN SEE W AYFIN DIN G PLAN S SIG N TO REM AIN SEE W AYFIN D IN G PLAN S SIG N TO BE RELO C ATED SEE W AYFIN D IN G PLAN S W RO N G W AY SIGN TO REMAIN SEE WAYFINDING PLANS YIELD SIGN TO REMAIN SEE WAYFIN DIN G PLAN S SIGN REMOVAL SEE WAYFINDING PLANS SIGN TO REMAIN SEE WAYFINDING PLANS SIGN TO REMAIN SEE WAYFINDING PLANS SIGN REMOVAL SEE WAYFINDING PLANS SIGN TO REMAIN SEE WAYFINDING PLAN S SIGN TO REMAIN SEE WAYFINDING PLANS SI G N T O B E R E L O C A T E D S E E W A Y FI N DI N G P L A N S SIG N TO BE RELO C ATED SEE WAYFIN DIN G PLAN S GENERAL AVIATIO N & BUSINESS PARK EXIT 30 '' X 3 0 ' ' R5 - 1 DO NOT ENTER SIG N TO REM AIN 3 6 ' ' X 2 4 ' ' R5 - 1 A W RO N G W A Y S IG N TO REM AIN ONE WAY SIG N T O BE REL O C ATE D SEE W A YFIN DIN G PL A NS SIGN REMOVALSEE WAYFINDING PLANS SIGN REMOVAL SEE WAYFINDING PLANS RETURNTOTERMINALEXITRIGHTLANE S-201 SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 1 JKG WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 0 NOT RELEASED FOR CONSTRUCTION 11/22/2023 P lo tte d b y: R e b e c c a M cLa u g h lin , E .I. P lo tte d o n : 0 9 /2 2 /2 0 2 3 SIGNING 200200 400 1 INCH = 200 FEET (WHEN PRINTED 34"x22") NORTH REM NOTES LEGEND PROPOSED SIGN REM PROPOSED PROPOSED U-CHANNEL POST SIGNS ON 'U' CHANNEL SUPPORTS g. 904.50 MOUNTING TYPE 'D', 'E', AND 'F' MOUNTINGf. 904.30 SUPPLEMENTAL SIGN e. 904.20 SECONDARY SIGN MOUNTING MOUNTED SIGNS d. 904.10 ORIENTATION OF GROUND SUPPORTS c. 903.10 GROUND MOUNTED SIGN MOUNTED SIGNS GROUND b. 902.10 FOUNDATIONS FOR SUPPORT SPACING a. 901.70 SIGN STRINGING AND 6. NCDOT 2024 STANDARD DRAWINGS: DRAWINGS SPECIFICATIONS. MUTCD AND NCDOT ROADWAY STANDARD SHALL BE LOCATED BY FIELD ENGINEER AND MEET 5. PROPOSED SIGNAGE OFFSETS FROM ROADWAY LESS THAN 7' APART. BE USED d. DOUBLE U-CHANNEL POSTS CAN GREATER REQUIRE DOUBLE U-CHANNEL. OR c. SIGNS WITH A DIMENSION OF 36" U-CHANNEL. BUT LESS THAN 24 SF REQUIRE DOUBLE 3 LB 12 SF b. SIGN ASSEMBLIES GREATER THAN REQUIRE SINGLE 3 LB U-CHANNEL. a. SIGNS ASSEMBLIES LESS THAN 12 SF 4. NUMBER OF POSTS: WILL BE INSTALLED ON A U-CHANNEL POST. 3. ALL PROPOSED SIGNS SHOWN ON THIS SHEET SIGNAGE AND GUIDE SIGN DETAILS. 2. SEE SHEETS GR21 AND GR22 FOR WAYFINDING BE SHOWN. PENDING FINAL SURVEY. 1. SOME EXISTING SIGN REPLACEMENTS MAY NOT 100% DESIGN 24'' X 30'' SP E E D30 LI MIT R2-1 2 4 ' ' X 3 0 ' ' SPEED 3 0 LIMIT R2 - 1 24'' X 30''SPEED 30LIMIT R2-1 R1-1 STOP 2 4 '' X 3 0 ' ' SPEED 3 0 LIMIT R2 - 1 36'' X 12'' R6-1 L ONE WAY NO PARKING T IME AN Y 2 4 ' ' X 3 0 ' ' SPEED 3 0 LIMIT R2 - 1 36'' X 12''R6-1 LONE WAY 30'' X 3 0''R5-1 36" X 36" 24'' X 30''SPEED30LIMIT R2-1 N O P AR KIN G TI ME A N Y R1-1 24'' X 30''SPEED30LIMITR2-1 NO PARKING TIME ANY 36" X 36" R7-412'' X 18'' R7-4 12'' X 18'' R7 - 4 12 ' ' X 18 ' ' 24'' X 30''SPEED30LI MIT R2-1 3 0 ' ' X 3 0 '' R5 - 1 DO NOT ENTER 3 0'' X 3 0'' R5 - 1 DO N O T ENTER SPEED 15 LIMIT R2-1 24'' X 30'' R1-1 36" X 36" R1-2 YIELD 48'' x 48'' x 48" 36'' X 12'' R6-1 R 30'' X 30''R5-1 D O N OT E NTE R Airport Blvd. DR IVE TR ADEW IND S Drive wa y M o dern Aviatio n A irport Blvd. R1-1 STOP 36" X 36" M.P.H.15 24'' X 24'' W13-1 M.P.H. 15 24'' X 24'' W13-1 W1-1L 48'' X 48'' W4-2L 48'' X 48'' D O N O T E N T E R W4-3 L 48'' X 48'' STOP STOP R1-1 36" X 36" W4-2R 48'' X 48'' ARFF Access Rd ST OPSPEED 15LIMIT R2-1 24'' X 30'' DO NOTE NTE R30'' X 30''R5-1 ONE WAY 27 28 28 27 26 26 25 25 29 25 26 27 28 24 21 22 23 24 25 27 30 29 28 27 26 27 28 282927 2524 2627 MODERN AVIATION ACCESS ROAD MODERN AVIATION DRIVEWAY AIRPORT BLVD LEASE AREA OTHERS AIRPORT BLVD ARFF ACCESS ROAD ARFF ACCESS ROAD EMERGENCY ACCESS ROAD AIRPORT BLVD CURB LINE CURB LINE CURB LINE CURB LINE CURB LINE CURB LINE CURB LINE HANGAR 6 FBO HANGAR BUILDING 10 HANGAR 4 HANGAR 5 HANGAR 2 HANGAR 1 MAIN BUILDING HEWLETT DRIVE HALL DRIVE TRASK DRIVE HANGAR 7 HANGAR 3 PROPOSED EASEMENT PROPOSED EASEMENT 53.53' 13.00' 13.00' 53.50' AREA BREAKDOWNS: WITH 27.66 ACRE LEASE TRACT 470,369 S.F. IMPROVED AREA 734,501 S.F. UNIMPROVED AREA WITH 24.00 ACRE LEASE TRACT 470,369 S.F. IMPROVED AREA 574,723 S.F. UNIMPROVED AREA EASEMENT AREA LOST = 13,230.3 S.F. EASEMENT AREA GAIN = 29,347.1 S.F. ACCESS ROAD AREA = 8,003.0 S.F. EASEMENT AREA LOST = 3,793.82 S.F. PORTION OF CUTOUT 3 LOST = 0.0871 Acres (3,793.28 S.F.) AREA LOST FOR ACCESS ROAD = 0.3037 Acres (13,230.32 S.F.) AREA GAINED ON NORTH TRIANGLE = 0.6737 Acres (29,347.07 S.F.) PROPOSED EASEMENT PROPOSED EASEMENT 53.53' 13.00' 13.00' 53.50' AREA BREAKDOWNS: WITH 27.66 ACRE LEASE TRACT 470,369 S.F. IMPROVED AREA 734,501 S.F. UNIMPROVED AREA WITH 24.00 ACRE LEASE TRACT 470,369 S.F. IMPROVED AREA 574,723 S.F. UNIMPROVED AREA EASEMENT AREA LOST = 13,230.3 S.F. EASEMENT AREA GAIN = 29,347.1 S.F. ACCESS ROAD AREA = 8,003.0 S.F. EASEMENT AREA LOST = 3,793.82 S.F. PORTION OF CUTOUT 3 LOST = 0.0871 Acres (3,793.28 S.F.) AREA LOST FOR ACCESS ROAD = 0.3037 Acres (13,230.32 S.F.) AREA GAINED ON NORTH TRIANGLE = 0.6737 Acres (29,347.07 S.F.) Airport Blvd. TRADEWINDS DRIVE Hewlett Drive Airport Blvd. Al l e g h e n y D r i v e HANGAR 6 FBO HAN G A R B U I L D I N G 1 0 HANGAR 4 HANGAR 5 HANGAR 2 HANG A R 1 MAIN B U I L D I N G HEWLET T D R I V E HAL L D R I V E TR A S K D R I V E HANGAR 7 HANGAR 3 TR A D E W I N D S D R I V E 28 28 27 26 26 25 25 29 25 26 27 28 24 21 22 23 24 25 27 30292827 26 27 28 28 29 27 2524 2627 27 T E E E E T T T T T E E E E E E 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 T 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 E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E 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 T 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 TV TV E E T T C T T lp T 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 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 TEEEEEEEEEEEEEEEEEE T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T S ABA N D O N E D CO M M L I N E , V I F A A A A A A A A A A A A A A MH MH SAN SAN SAN SAN SAN SAN SAN SAN SANITARY SEWERMANHOLERIM 24.49 INV. 7.66 SANITARY SEWERMANHOLERIM 23.97 INV. 5.13 SANITARY SEWERMANHOLERIM 24.17INV. 6.62 8"SS 8"SS SAN SAN 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"S S 8"S S 8"SS SANITARY SEWERMANHOLERIM 28.78 SANITARY SEWERMANHOLERIM 24.70INV. sealed SANITARY SEWERMANHOLERIM 24.29INV. sealed SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SAN SAN W SANITARY SEWERMANHOLERIM 42.31INV. 15.15 SANITARY SEWERMANHOLERIM 30.68INV. 12.26 SANITARY SEWERMANHOLERIM (COVERED)INV. 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(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 S A N S A N S A N SAN SAN SAN SAN SAN SAN SAN SAN SAN SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N 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 SAN SAN SA N SA N SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SA N SA N SA N SA N SS SSSS 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 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 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 W W W W W W W W GA S GA S GAS GAS GAS GAS GAS 18"RCP (PLUGGED) 12"RCP (PLUGGED) 12 " R C P 24"RCP 15" R C P 48"R C P 18"RCP (PLUGGED) S A N S A N S A N SA N CA P P E D 1 0 " AB A N D O N E D SA N I T A R Y SE W E R AB A N D O N E D SA N I T A R Y SE W E R S 12 " W 12 " 6" GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS GAS GAS GA S GA S GA S GA S GA S GA S GAS GAS GAS GAS GAS GAS GAS GAS 48"R C P 48 " R C P W W W W W W W W GAS GAS GAS GAS GAS S A N SA N S A N S A N S 12"WL (SIZE PROVIDED BY CFPUA) 12" WL (SIZE PROVIDED BY CFPUA) 8" W L ( S I Z E P R O V I D E D B Y C F P U A ) W W W W W W W G G G GAS GAS GA S GA S G A S G G GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS S SSANSAN 15" R C P 15 " R C P 18" R C P 18" RCP 24" RC P 30 " R C P 30 " R C P 30 " R C P 48" R C P 18" RCP 18" R C P GAS GAS SA N SA N W W W W W SA N SA N SA N SAN SA N SA N SA N SAN S WWWWWWWWWWW W SA N SA N SA N SA N SA N SA N SAN SAN W W W W W W W W W W W SAN SAN SA N ABANDONED ABANDONED 6" PVC S E R V I C E S S 42" R C P 8"S S 8"S S 4"SS PLUGGED W W W W W W WW WW W W W W W S A N S A N S A N SA N SA N SA N SA N SA N SA N SA N SAN SAN SAN SAN SAN SAN SAN SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N S S S S S S S S S S S 8" V . 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OUT 16.77 SANITARY SEWERMANHOLEINV IN 16.13INV. OUT 16.13 SANITARY SEWERMANHOLERIM 23.92INV. IN 15.12 (WEST)INV. IN 13.48 (NORTH)INV. OUT 13.48 (SOUTH) W W WW 8" WATER S S LON G T E R M L O T REN T A L C A R L O T SHO R T T E R M L O T PRE M I U M L O T NOV E M B E R L O T LEASE AREA OTHERS INT E R N A L C I R C U L A T I O N R O A D AIR P O R T B L V D REN T A L C A R R E T U R N R O A D COM M E R C I A L R O A D AIRP O R T B L V D AR F F A C C E S S R O A D MO D E R N A V I A T I O N ACC E S S R O A D AI R P O R T B L V D AIR P O R T B L V D M O D E R N A V I A T I O N D R I V E W A Y AIRPORT BLVD AIRPORT BLVD EM E R G E N C Y A C C E S S R O A D ECO N O M Y L O T HEWLETT DRIVE TER M I N A L ARFF ACCESS ROAD ARFF ACCESS L O O P R O A D EME R G E N C Y A C C E S S R O A D SHEET NUMBER © 2021 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-004 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 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, 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 1 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 6 4 5 5 0 \ I L M B P 1 - L - 1 0 0 . d w g Pl o t t e d b y : Sa n d b e r g , E t h a n Pl o t t e d o n : 11 / 2 1 / 2 0 2 3 2 : 0 3 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 400200200 200 NOT RELEASED FOR CONSTRUCTION 100% DESIGN NORTH 11/22/2023 1 REVISED SINCE 60%11/22/2023 OVERALL LANDSCAPING PLAN L-100 JJL JKG JKG LEGENDLEGEND NOTES 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022, SURVEY. 2.REFER TO SHEET GC-040 & GC-041 FOR GUIDANCE ON PROPOSED LIMITS OF CONSTRUCTION. ARTICLE 5 - PERFORMANCE STANDARDS BASED ON NEW HANOVER COUNTY, NORTH CAROLINA UNIFIED DEVELOPMENT ORDINANCE SECTION 5.4.5.C STANDARDS FOR PARKING LOT INTERIORS ·LANDSCAPE AREAS IN THE INTERIOR OF PARKING LOTS SHALL BE EIGHT PERCENT OF THE TOTAL AREA TO BE USED FOR PARKING. -7,971 SF (SMALL LOT GROSS PAVED AREA) - 641 SF LANDSCAPE PROVIDED - 39,830 SF (LARGE LOT GROSS PAVED AREA) - 3,297 SF LANDSCAPE PROVIDED - 67,935 SF (MARCH LOT PAVED AREA) - 5,440 SF LANDSCAPE PROVIDED ·REQUIRED TO BE LANDSCAPED - 1 SHADE/CANOPY TREE - 641 SF / 144 SF = 4 TREES IN SMALL LOT - 3,297 SF / 144 SF = 22 TREES IN LARGE LOT - 5,440 SF / 144 SF = 37 TREES IN MARCH LOT - 63 CANOPY TREES PROVIDED ·LANDSCAPE ISLAND SHALL BE A MINIMUM OF 12' FROM CURB TO CURB. ·ONE PLANTED TREE SHALL BE REQUIRED FOR EVERY 144 SQUARE FEET ROUNDED TO THE NEXT LOWEST WHOLE NUMBER. ·AT LEAST 75% OF TREES REQUIRED FOR INTERIOR LANDSCAPING SHALL BE OF A SHADE/CANOPY TREE. ·APPROXIMATELY 172,785 SF OF SEEDING AREA.PLANT SCHEDULE TREES QTY BOTANICAL / COMMON NAME CAL SIZE CANOPY 2" CAL 12'-14' MARCH LOT MODERN AVIATION LARGE LOT MODERN AVIATION SMALL LOT SEEDING LIMIT PROPOSED TREE GENERAL LANDSCAPE NOTES: 1.MATERIALS LIST WAS PREPARED FOR ESTIMATING PURPOSES, CONTRACTOR SHALL MAKE OWN QUANTITY TAKE-OFF USING DRAWINGS AND SPECIFICATIONS TO DETERMINE QUANTITIES TO HIS SATISFACTION, REPORTING PROMPTLY ANY DISCREPANCIES WHICH MAY EFFECT BIDDING. 2.ROOT TYPES MAY BE FREELY SUBSTITUTED IN CASE OF BALLED AND BURLAPPED OR CONTAINER GROWN. ALL PLANT MATERIAL MUST ADHERE TO ANSI Z60 1-2004 ( AMERICAN STANDARD FOR NURSERY STOCK) SPECIFICATIONS FOR ROOT BALLS AND CONTAINER SIZES. 3.CONTRACTOR TO VERIFY THAT ALL PLANT MATERIALS ARE AVAILABLE AS SPECIFIED WHEN BID/PROPOSAL IS SUBMITTED. 4.CONTRACTOR TO TAKE HIGH RESOLUTION PHOTOGRAPHS OF ALL PLANT MATERIAL TO INCLUDE A CLEARLY VISIBLE VERTICAL SCALE TO CONFIRM HEIGHT. 5.UNLESS SPECIFICALLY NOTED, ALL PLANTS SHALL BE OF SPECIMEN QUALITY, EXCEPTIONALLY HEAVY, SYMMETRICAL, AND SO TRAINED OR FAVOR 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, EGGS OR LARVAE; AND SHALL HAVE HEALTHY, WELL-DEVELOPED ROOT SYSTEMS. THEY SHALL BE FREE FROM PHYSICAL DAMAGE OR OTHER CONDITIONS THAT WOULD PREVENT VIGOROUS GROWTH. 6.SUBSTITUTIONS OF PLANT MATERIALS WILL NOT BE PERMITTED UNLESS AUTHORIZED IN WRITING BY THE ENGINEER. IF PROOF IS SUBMITTED IN WRITING THAT A PLANT SPECIFIED IS NOT OBTAINABLE, CONSIDERATION WILL BE GIVEN TO THE NEAREST AVAILABLE SIZE OF SIMILAR VARIETY, WITH CORRESPONDING ADJUSTMENT OF THE CONTRACT PRICE. 7.PLANT BED SHALL BE TESTED FOR PH AND AMENDED PRIOR TO INSTALLATION. 8.ALL PLANT MATERIAL SHALL CONFORM TO STANDARD SET FORTH BY " AMERICAN STANDARDS FOR NURSERY STOCK" ANSI Z60-2004 PUBLISHED BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION. 9.ALL PLANT MATERIAL SHALL BE PROTECTED DURING TRANSPORT AND DELIVERY TO JOB SITE WITH SHADE CLOTH OR OTHER ACCEPTABLE MEANS OF WINDBURN PREVENTION. 10.ANY SUBSTITUTIONS IN SIZE AND/OR PLANT MATERIAL MUST BE APPROVED BY THE ENGINEER BEFORE PLANTING CAN BEGIN. 11.CONTRACTOR SHALL ASSURE DRAINAGE AND PERCOLATION OF PLANTING PITS PRIOR TO INSTALLATION OF PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR THE REPLACEMENT OF ALL PLANTS LOST DUE TO INADEQUATE DRAINAGE CONDITIONS. 12.TURF GRASS SHALL BE PLANTED AFTER ALL PLANTS ARE INSTALLED AND MULCHED. SEED AND/OR SOD BED PREPARATIONS BY MEANS OF PULVERIZATION TO LOOSEN SOIL. SMOOTH AND FINE GRADE AREA REMOVING ANY ROCKS, ROOTS, TRASH, AND CLODS OVER ENTIRE AREA. 13.CONTRACTOR TO MAINTAIN THE PLANTINGS AND CONTROL WEEDS IN MULCH AREAS THROUGH THE DURATION OF CONSTRUCTION UNTIL FINAL ACCEPTANCE. LIMITS OF CONSTRUCTION (TYPICAL) SEEDING LIMITS (TYPICAL) 150 0 150 300 150 PROPOSED LIMITS OF CONSTRUCTION TREE INSTALLATION DETAIL 1