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Home My WebLink AboutILM Phase II Approval - Combined Docs Commercial Site Plan TRC Approval – 1740 Airport Blvd – ILM Phase 2 Parking Deck Expansion Page 1 of 2 COMMERCIAL SITE PLAN APPROVAL To: Andrew Samberg, RS&H, Andrew.samberg@rsandh.com Granseur Dick, PE, New Hanover County Airport Authority, gdick@flyilm.com From: Katherine May, Development Review Planner Date: September 24, 2025 Subject: Commercial Site Plan TRC Approval – ILM Airport Phase 2 Parking Desk Expansion – 1740 Airport Blvd The subject Commercial Site Plan has been approved by the Technical Review Committee (TRC). The site is approved for the following use defined by the Unified Development Ordinance (UDO): Main use is Airport and Terminal - Establishments providing air traffic control to regulate the flow of air traffic; establishments that operate international, national, or civil airports or public flying fields; or that support airport operations (such as rental of hangar spaces, cargo handling services, and passenger parking lots); and establishments providing specialty air transportation or flying services. The approved plan consists of one parking deck and one parking lot directly west of the existing airport terminal on approximately 21 acres of land located at 1740 Airport Blvd. (PID# R04200-001- 025-000) No rezoning or modification is associated with this project. The approved site plan is attached. This approval is valid for two years unless a building permit application or evidence of another substantial improvement for all or a portion of the project is submitted to the County. If the TRC approval expires it will require a new application that will subject the project to all development standards in effect at the time of the new application. The TRC Commercial Preliminary Plan Approval allows the project to move forward with the next step in the development process. The project may be subject to additional regulations of the County’s development ordinances and applicants are responsible for obtaining all applicable permits and approvals under any law, regulation, or requirement of any other federal, state, or local government or regulatory agency. This includes but is not limited to: Commercial Site Plan TRC Approval – 1740 Airport Blvd – ILM Phase 2 Parking Deck Expansion Page 2 of 2 • A Tree Removal Permit from New Hanover County Planning & Land Use. • A lighting plan approved by New Hanover County Planning & Land Use meeting the requirements of Section 5.5. • A sign permit through COAST for any signs on site. • New Hanover County Engineering for any required land disturbance and stormwater permits. • CFPUA on water and sewer utility permits and approvals. • NCDOT Driveway Permit. • Construction permits and a Zoning Compliance permit. Any changes to the approved plan, use, or incidental and accessory uses must be reviewed by and receive written approval from New Hanover County Planning. Changes to the approved plan without approval is considered a violation of the New Hanover County Unified Development Ordinance. Violations may be subject to fines or legal action to ensure compliance with required development standards and process. If you have any questions or concerns, please do not hesitate to contact me at (910) 798-7443 or kmay@nhcgov.com. Thanks, Katherine May Development Review Planner cc: Fire Marshal’s Office CFPUA New Hanover County Engineering NC Department of Transportation Attached NOT ISSUED FOR CONSTRUCTION AEC PROJECT NUMBER REVISIONS 2/ 1 3 / 2 0 2 5 1 0 : 3 7 : 3 8 A M A u t o d e s k D o c s : / / 1 0 0 3 0 0 7 0 0 0 4 _ I L M T O 4 R d w y I n f I m p r o v D e s i g n / 1 0 0 3 0 0 7 0 0 0 4 _ I L M _ T O 4 T e rm i n a l a n d T u n n e l _ A _ R 2 4 . r v t 1003-0070-004 WILMINGTON INTERNATIONAL AIRPORT (ILM) ILM AIRPORT BOULEVARD AND PARKING IMPROVEMENTS - PHASE II 1740 AIRPORT BLVD. WILMINGTON, NC 28405 100% BID SET 02/14/2025 RS&H 1520 SOUTH BLVD., SUITE 200 CHARLOTTE, NC 28203 CIVIL ENGINEERING:MECHANICAL/ PLUMBING: RS&H 1520 SOUTH BLVD., SUITE 200 CHARLOTTE, NC 28203 ARCHITECTURE: RS&H 1520 SOUTH BLVD., SUITE 200 CHARLOTTE, NC 28203 ELECTRICAL RS&H 1520 SOUTH BLVD., SUITE 200 CHARLOTTE, NC 28203 STRUCTURAL RS&H 1520 SOUTH BLVD., SUITE 200 CHARLOTTE, NC 28203 LIGHTING DESIGNER HARTRANFT LIGHTING DESIGN 12 FULTON RD ANDOVER, MA 01810 BUILDING ID: BLDG. ID © 2025 RS&H, INC Copyright © 2025. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. TECHNOLOGY/ SECURITY: RS&H 1520 SOUTH BLVD.,SUITE 200 CHARLOTTE, NC 28203 WAYFINDING APPLE DESIGNS 3739 NATIONAL DRIVE SUITE 228 RALEIGH,NC 27612 Phone: 704-752-0610, Fax: 704-949-2672 1520 South Blvd., Suite 200 Charlotte, NC 28203 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 VOL. III -INFRASTRUCTURE AND LANDSCAPING AERIAL MAP VICINITY MAP N N NO. DESCRIPTION DATE RS&H 1520 SOUTH BLVD., SUITE 200 CHARLOTTE, NC 28203 CIVIL ENGINEERING:M/E/P/S/IT/SEC ENGINEERING: RS&H 1520 SOUTH BLVD., SUITE 200 CHARLOTTE, NC 28203 ARCHITECTURE: RS&H 1520 SOUTH BLVD., SUITE 200 CHARLOTTE, NC 28203 LIGHTING DESIGNER HARTRANFT LIGHTING DESIGN 3835 BROOKWOOD RD CHARLOTTE, NC 28215 FOR CONSTRUCTION 06/23/2025 ISSUED FOR CONSTRUCTION © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 2 \ I L M B P 3 G - 0 1 0 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 1 9 / 2 0 2 5 3 : 5 5 P M AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 CCR CCR INDEX OF SHEETS G-010 © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 2 \ I L M B P 3 G - 0 3 0 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 1 9 / 2 0 2 5 4 : 0 3 P M AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 JB JB CIVIL ABBREVIATIONS G-030 @ 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 BOW BOTTOM OF WALL 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/CMAR CONSTRUCTION MANAGER AT RISK COL COLUMN COMM COMMUNICATION CONC CONCRETE CONN CONNECTION 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 ILM WILMINGTON INTERNATIONAL AIRPORT 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 MAXIMUM MECH MECHANICAL MH MANHOLE MIN MINIMUM MON MONITORING (WELL) MSL MEAN SEA LEVEL MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES 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 NHCAA NEW HANOVER COUNTY AIRPORT AUTHORITY 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 TOW TOP OF WALL 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: © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 2 \ I L M B P 3 G - 0 4 0 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 1 9 / 2 0 2 5 4 : 0 9 P M AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 GENERAL CONSTRUCTION NOTES 1.UNLESS OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS, ALL COSTS ASSOCIATED WITH THE REQUIREMENTS, CONDITIONS, ACTIONS, ACTIVITIES, ETC. REFERENCED IN THESE PLANS AND SPECIFICATIONS SHALL BE INCLUDED AS DIRECT OR INCIDENTAL COSTS IN THE BID PRICE SUBMITTED BY THE CONTRACTOR. 2.RIGHT-OF-WAY AND PROPERTY LINES ARE PLOTTED FROM THE BEST INFORMATION AVAILABLE AND ARE NOT WARRANTED TO BE ACCURATE. CONTRACTOR SHALL CONFIRM ALL LIMITS AND BOUNDARIES WITH THE AIRPORT PRIOR TO INITIATING ANY CONSTRUCTION. 3.WORK ASSOCIATED WITH THE FOLLOWING ARE IDENTIFIED BY THE APPROPRIATE PARTY. 3.1.GEOTECHNICAL INVESTIGATION DATED OCTOBER 19, 2023 WAS PERFORMED BY: SM&E, INC. 3006 HALL WATERS DRIVE, SUITE 100 WILMINGTON, NC 28405 ADDITIONAL GEOTECHNICAL INVESTIGATION NOTED PER SHEET GR-010 WAS PROVIDED BY NEW HANOVER COUNTY AIRPORT AUTHORITY (NHCAA) AND/OR CONSULTANTS PERFORMING WORK ON BEHALF OF NHCAA. 3.2.TOPOGRAPHIC FEATURES (PAVEMENT EDGES, CURB, FENCING, UTILITIES, ETC...) REFERENCED AND SHOWN IN THE PLAN SHEETS IS BASED ON SURVEY (FILE JULY 15, 2022) PROVIDED BY NEW HANOVER COUNTY AIRPORT AUTHORITY AND SURVEY (FILE DATED JANUARY 2024) PROVIDED BY HANOVER DESIGN SERVICES, PA. 3.3.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. 3.4.SURVEY TO VERIFY THE TERMINAL BUILDING FRONT IS BASED ON 3-26-2024 AND 4-9-2024 FIELD SURVEY CONDUCTED BY WENDELL R. BALL. THIS INFORMATION USED FOR INTERIM WALKWAY AND CANOPY LOCATION AT THE TERMINAL. 4.PRIOR TO PERFORMING ANY EXCAVATION THE CONTRACTOR SHALL COMPLETE UTILITY LOCATES (CALL BEFORE YOU DIG/NC811, NEW HANOVER COUNTY AIRPORT AUTHORITY AND FAA). 5.THE CONTRACTOR'S SUPERINTENDENT SHALL BE ON THE CONSTRUCTION SITE AT ALL TIMES DURING WORKING HOURS WHILE THE PROJECT IS IN PROGRESS AND SHALL BE DESIGNATED AS THE RESPONSIBLE CONTRACTOR'S REPRESENTATIVE WHO SHALL BE AVAILABLE ON A 2-HOUR BASIS. 6.UTILITIES: 6.1.UTILITIES SHOWN ON THE PLANS ARE FOR INFORMATIONAL PURPOSES ONLY. 6.2.CONTRACTOR SHALL COMPLETE UTILITY LOCATES (CALL BEFORE YOU DIG/NC811, NEW HANOVER COUNTY AIRPORT AUTHORITY, UTILITY AGENCY AND FAA). EXISTING UTILITIES SHALL BE MARKED IN THE FIELD AND COORDINATED WITH THE APPROPRIATE PARTY PRIOR TO WORK PROCEEDING. 6.3.THE LOCATION AND SIZE OF ALL EXISTING UTILITIES HAVE BEEN PREPARED FROM THE BEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL VERIFY ALL UTILITIES BY HAND EXCAVATION WHERE NECESSARY IN COORDINATION WITH THE OWNER'S REPRESENTATIVE AND ALL UTILITY COMPANIES PRIOR TO BEGINNING ANY CONSTRUCTION OPERATIONS. ALL UTILITIES ENCOUNTERED DURING THE PRE-CONSTRUCTION OR CONSTRUCTION SHALL BE RECORDED AND SHOWN ON THE APPROPRIATE AS-BUILT PLANS WHICH INCLUDES TYPE OF UTILITY, SIZE, DIRECTION, LOCATION, ELEVATIONS, ETC 6.4.PRIOR TO PERFORMING ANY EXCAVATION IN THE VICINITY OF ANY UTILITY THE CONTRACTOR SHALL IDENTIFY AND VERIFY IN COORDINATION WITH THE UTILITY OWNER THE APPROPRIATE VALVES, SWITCHES, ETC THAT WILL NEED TO BE OPERATED TO ISOLATE THE POTENTIAL IMPACTED UTILITY. TRAINED PERSONNEL SHALL BE POSITIONED AT EACH VALVE, SWITCH, ETC. READY TO ISOLATE THE AREA IN THE EVENT THE UTILITY IS IMPACTED BY THE CONSTRUCTION. 6.5.CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD LOCATION AND VERIFICATION OF ANY AND ALL UTILITIES AND CABLES. CONTRACTOR SHALL VERIFY UTILITIES BY MEANS OF HAND-DUG TEST HOLES, GPR, OR OTHER MEANS PRIOR TO EXCAVATION. DAMAGE TO ANY UTILITIES SHALL BE REPAIRED IMMEDIATELY BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE IN A MANNER ACCEPTABLE TO THE AIRPORT, FAA, UTILITY AGENCY, AND/OR OTHER IMPACTED PARTY. DAMAGES INCURRED BY THE AIRPORT AND/OR IMPACTED PARTY DUE TO DAMAGES CAUSED BY THE CONTRACTOR ARE ALSO SUBJECT TO MONETARY FINE(S) BY THE AIRPORT. 6.6.ANY DAMAGE TO UTILITIES CAUSED BY THE CONTRACTOR (REGARDLESS OF WHETHER THEY WERE LOCATED OR NOT BY THE UTILITY OWNER) SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR AND/OR COORDINATE THE REPAIR WITH THE AFFECTED UTILITY COMPANY WITHIN AN EXPEDITED TIMEFRAME AND TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE. REFER TO THE CONTRACT DOCUMENTS FOR ANY ADDITIONAL UTILITY NOTES AND REQUIREMENTS. 6.7.PRIOR TO PERFORMING ANY EXCAVATION IN THE VICINITY OF ANY ELECTRICAL LIGHTING, CABLE, CIRCUITRY, OR OTHER ITEMS, THE CONTRACTOR SHALL IDENTIFY, VERIFY IN COORDINATION WITH THE UTILITY OWNER THE APPROPRIATE CONNECTIONS THAT WILL NEED TO BE OPERATED TO ISOLATE THE POTENTIAL IMPACTED CIRCUIT, AND HAVE SPLICE KITS APPROPRIATE TO REPAIR ANY IMPACTED CIRCUITS. 6.8.EXISTING DRAINAGE STRUCTURES OR SYSTEMS THAT ARE REQUIRED TO BE MODIFIED AS PART OF THIS PROJECT SHALL BE FIELD VERIFIED BY THE CONTRACTOR TO DETERMINE EXACT LOCATION AND INVERT ELEVATIONS. ALL STRUCTURE TIE-INS SHALL BE EVALUATED BY THE CONTRACTOR TO DETERMINE THE APPROPRIATE CONSTRUCTION MEANS AND METHODS NECESSARY TO PREVENT IMPACTING STABILIZED SOILS UNDERNEATH THE EXISTING STRUCTURES THAT ARE TO REMAIN 7.CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL LAWS AND REGULATIONS THAT ARE PERTINENT TO THIS PROJECT. UNLESS OTHERWISE DIRECTED, THE CONTRACTOR SHALL HAVE THE RESPONSIBILITY TO OBTAIN AND PAY 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. 8.CONTRACTOR SHALL NOTIFY THE ENGINEER, IN WRITING, OF ANY EXISTING CONDITIONS THAT VARY FROM THOSE SHOWN ON THE DRAWINGS PRIOR TO ANY CONSTRUCTION OR DEMOLITION TO THE ITEMS THAT VARY. THE CONTRACTOR'S WORK SHALL NOT VARY FROM THE DRAWINGS WITHOUT WRITTEN APPROVAL OF THE ENGINEER. 9.ACCESS FOR AIRPORT RESCUE AND FIRE FIGHTING EQUIPMENT AND PERSONNEL SHALL BE MAINTAINED AT ALL TIMES. EMERGENCY OPERATIONS SHALL HAVE THE RIGHT-OF-WAY OVER ALL CONTRACTOR'S OPERATIONS AT ALL TIMES. 10.CONTRACTOR SHALL MAINTAIN SAFE VEHICULAR ACCESS AND MOBILITY ON LANDSIDE ROADWAYS, DRIVEWAYS, AND OTHER AREAS. REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, NCDOT, AND OTHER FEDERAL, STATE, OR LOCAL REQUIREMENTS. 11.THE CONTRACTOR SHALL MAINTAIN ADEQUATE SIGHT DISTANCE AND KEEP ALL TRAFFIC LANES OPERATIONAL AS SHOWN ON THE PLAN. 12.ANY HAUL ROUTES, CONTRACTOR STAGING AREAS, CONTRACTOR VEHICLE PARKING, ACCESS GATES, OR OTHER SITE LOGISTICS NOT SHOWN IN THE PLANS SHALL BE PROVIDED BY THE CONTRACTOR FOR OWNER AND ENGINEER REVIEW AND APPROVAL. ANY DAMAGE TO ROADS, GATES, GRASS OR OTHER EXISTING CONDITIONS SHALL BE REPAIRED AT THE CONTRACTOR'S COST AND TO THE OWNER'S SATISFACTION. 13.LIMITS OF DISTURBANCE HAVE BEEN SHOWN IN THE PLANS. ANY DISTURBANCE BEYOND THIS LIMITS SHALL BE REPAIRED AT THE CONTRACTOR'S COST AND TO THE OWNER'S SATISFACTION. 14.STOCKPILED MATERIAL, LANDSIDE, SHALL BE CONSTRAINED TO PREVENT MOVEMENT DUE TO WEATHER, WIND, OR OTHER IMPACTS IN EXCESS OF FIFTEEN MILES PER HOUR. IN ADDITION, STOCKPILED MATERIAL SHALL HAVE SILT FENCE LOCATED AROUND THE MATERIAL TO PREVENT DEBRIS FROM MOVING ONTO ADJACENT PAVEMENTS OR POLLUTING WATERCOURSES. 15.THE STOCKPILE LOCATION SHALL BE PER THE PLANS. SHOULD THE CONTRACTOR REQUEST TO REVISE THE LOCATION OF THE STOCKPILE, IT SHALL BE WITHIN THE LIMIT OF DISTURBANCE AS WELL AS APPROVED BY THE OWNER AND ENGINEER. IF THERE IS NO STOCKPILE LOCATION IDENTIFIED IN THE PLANS, THE CONTRACTOR SHALL SUBMIT A LOCATION WITHIN THE LIMIT OF DISTURBANCE FOR THE OWNER AND ENGINEER TO REVIEW AND APPROVE. 16.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 17.ALL WASTE MATERIALS, CONSTRUCTION DEBRIS, DEMOLITION MATERIALS OR OTHER ITEMS NOT SALVAGED TO THE OWNER SHALL BE DISPOSED OF OFF AIRPORT PROPERTY BY THE CONTRACTOR. ANY ITEMS TO BE SALVAGED TO THE OWNER SHALL BE COORDINATED WITH THE OWNER TO DETERMINE LOCATION THAT THE CONTRACTOR SHALL DELIVER AND PLACE WITHIN THE AIRPORT BOUNDARY. NO OPEN TOP DUMPSTERS ARE ALLOWED ON THE PROJECT SITE. 18.CONTRACTOR SHALL PAY ATTENTION TO DUST AND DEBRIS CREATED BY CONSTRUCTION ACTIVITIES FOR THIS PROJECT. 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. 19.THE OWNER'S REPRESENTATIVE MAY PERFORM WORK WITH ITS' OWN FORCES OR THOSE OF ANOTHER CONTRACTOR. IN THE EVENT THAT CONFLICTS IN SCHEDULING OR ACCESS OCCUR BETWEEN CONTRACTORS OR BETWEEN THE OWNER'S REPRESENTATIVE AND CONTRACTOR, THE OWNER'S REPRESENTATIVE SHALL BE THE SOLE JUDGE IN RESOLVING THE CONFLICT AND THE OWNER'S REPRESENTATIVE'S DECISION SHALL BE FINAL. 20.PROJECT WORK WITHIN THESE PLANS ARE CONSIDERED LANDSIDE UNLESS OTHERWISE IDENTIFIED WITHIN THE AOA. 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 INCIDENTAL TO THE PROJECT. GENERAL SAFETY AND SECURITY NOTES 1.GENERAL INTENT: IT IS INTENDED THAT THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE AIRPORT SECURITY PLAN AND WITH THE SECURITY REQUIREMENTS SPECIFIED HEREIN BY AIRPORT OPERATIONS. THE CONTRACTOR SHALL DESIGNATE TO THE RPR AND AIRPORT OPERATIONS, IN WRITING, THE NAME OF THEIR "CONTRACTOR SAFETY/SECURITY OFFICER (CSSO)." THE CSSO SHALL REPRESENT THE CONTRACTOR ON THE SECURITY REQUIREMENTS FOR THE CONTRACT. 2.CONTRACTOR PERSONNEL SECURITY ORIENTATION: THE CSSO SHALL BE RESPONSIBLE FOR BRIEFING 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. IF THERE IS NO CONTRACTOR EMPLOYEE PARKING AREA IDENTIFIED IN THE PLANS, THE CONTRACTOR SHALL SUBMIT A LOCATION FOR THE OWNER AND ENGINEER TO REVIEW AND APPROVE. 9.FINES: PAYMENT OF ALL FINES ASSESSED TO WILMINGTON INTERNATIONAL AIRPORT DUE TO VIOLATIONS BY THE CONTRACTOR OF FEDERAL AVIATION ADMINISTRATION (FAA) SECURITY OR SAFETY REQUIREMENTS SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. SECURITY CONTACT INFORMATION: EMERGENCIES: 911 NON-EMERGENCY, ILM DISPATCH: 910-341-4336 CONTRACTOR SHALL CONTACT ILM DISPATCH (910-341-4336) PRIOR TO BEGINNING WORK. CONTRACTOR SHALL NOTIFY ILM DISPATCH AT THE END OF EACH WORKING DAY AND REQUEST DAILY ILM INSPECTION. CONTRACTOR MAY NOT LEAVE SITE UNTIL ILM INSPECTION HAS BEEN COMPLETED AND ANY ISSUES HAVE BEEN RECTIFIED. CONTACT SHALL BE COORDINATED AS PART OF THE PRE-CONSTRUCTION MEETING. SAFETY 1.GENERAL INTENT. THE CONTRACTOR SHALL CONFORM WITH ALL FEDERAL, STATE, AND LOCAL 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. THIS INCLUDES MUTCD FOR LANDSIDE WORK. 2.CONTRACTOR VEHICLES. ALL CONTRACTOR AND SUBCONTRACTOR VEHICLES THAT ARE AUTHORIZED TO OPERATE ON THE PROJECT SHALL BE REQUIRED TO HAVE THEIR COMPANY LOGO ON BOTH SIDES OF THE VEHICLE AND A FLASHING AMBER LIGHT OR A 3' X 3' ORANGE AND WHITE CHECKERBOARD FLAG, EACH CHECKERBOARD COLOR BEING 1-FOOT SQUARE. ALL VEHICLES SHALL HAVE AIRPORT-ISSUED VEHICLE IDENTIFICATION PRIOR TO ENTERING THE AIR OPERATIONS AREA. ANY VEHICLE OPERATING ON THE PROJECT DURING THE HOURS OF DARKNESS 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 AIR MISSIONS" (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. NO LANDSIDE ROADWAY SHALL BE CLOSED WITHOUT THE WRITTEN APPROVAL FROM THE OWNER. 4.STOCKPILED MATERIALS. STOCKPILED MATERIAL WITHIN THE AOA SHALL BE CONSTRAINED IN A MANNER TO PREVENT MOVEMENT RESULTING FROM AIRCRAFT JET BLAST, PROPELLERS OR WIND CONDITIONS IN EXCESS OF TEN KNOTS. STOCKPILE HEIGHT SHALL BE LESS THAN 10 FEET. THE CONTRACTOR IS NOT PERMITTED TO STOCKPILE EARTHWORK MATERIAL WITHIN THE PROJECT LIMITS. ALL EXCESS MATERIAL THAT DOES NOT MATCH OR CONFORM TO EXISTING GRADES MUST BE HAULED TO THE CONTRACTOR'S STAGING AREA OR HAULED OFFSITE TO AN APPROVED FACILITY BY THE END OF EACH WORK SHIFT. 5.OPEN TRENCHES. OPEN TRENCHES, EXCAVATIONS AND STOCKPILED MATERIAL LOCATED LANDSIDE AND 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 WITHIN THE AOA. THE CONTRACTOR IS TO NOTIFY ILM WHEN OPEN TRENCH EXCAVATION IS COMPLETE AND THE EARTHWORK AND ASSOCIATED GRADES ARE RESTORED. 6.FOREIGN OBJECT DEBRIS (FOD). DEBRIS, WASTE AND LOOSE MATERIAL CAPABLE OF CAUSING DAMAGE 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. JB JB GENERAL NOTES G-040 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXX X X X X X X X X X X X X X X X X X X X X GATE FENCE X X X X X X X X XX XX X X X X X X X X XX X X X X X X X X X X X X XX XX XX © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 2 \ I L M B P 3 - P h 2 _ G - 0 6 0 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 2 3 / 2 0 2 5 1 1 : 4 6 A M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 200100100 100 NORTH AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 HORIZONTAL AND VERTICAL CONTROL CCR AGS CONTROL POINT TABLE ILM CP 1 ILM CP 2 ILM CP 3 ILM CP 4 ILM CP 5 ILM CP 6 ILM CP 7 ILM CP 8 ILM CP 9 AIRPORT BOULEVARD AIRPORT BOULEVARD NOTES 1.TOPOGRAPHIC FEATURES (PAVEMENT EDGES, CURB, FENCING, UTILITIES, ETC...) REFERENCED AND SHOWN IN THE PLAN SHEETS IS BASED ON SURVEY (JULY 15, 2022) DATA PROVIDED BY NEW HANOVER COUNTY AIRPORT AUTHORITY AND SURVEY (JANUARY 12, 2024) DATE PROVIDED BY HANOVER DESIGN SERVICES, P.A., REFER TO SHEET G-040. 2.TOPOGRAPHIC SURVEY, INCLUDING FEATURES SHOWN ON THIS SHEET, IS PROVIDED BY HANOVER DESIGN SERVICES, P.A. PROVIDED ON 1-12-2024. PROJECT DATUMS: HORIZONTAL: NAD 83 (2011) VERTICAL: NAVD 88 3.PH1A CONSTRUCTION WORK MAY BE EXISTING, IN PROGRESS OF BEING DEMOLISHED, OR DEMOLISHED AT TIME OF BIDDING. 4.PLAN SHEET MUST BE PRINTED IN COLOR.HEWLE T T D R I V E TER M I N A L LOT B LOT C LOT D LOT F RENTAL CAR LOT LEGEND CONTROL POINT EXISTING FEATURES PHASE 1A & 1B CONSTRUCTION FEATURES XX M O D E R N A V I A T I O N HANGAR 2 L O T D HANGAR 7 HA N G A R 1 HA N G A R 4 HA N G A R B U I L D I N G 1 0 HANGAR 6 AIRP O R T B O U L E V A R D G-060 © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 1740 AIRPORT BLVD WILMINGTON, NC 28405 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 JB AGS NCDOT ROADWAY DETAILS G-070 XX XX XX X X XXXXXX X X X X X X X X X X X X X X X X X X X X X X X 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 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X GA T E FE N C E XXXXXXXX XX XX XXXXXX XX XX XX XX XX XX XX XX XX XX XX EMERG E N C Y A C C E S S R O A D PROPOSED PREMIUM LOT TERMINAL LONG TERM PROPOSED PARKING GARAGE AIRPORT BLVD AIR P O R T P A R K I N G L O T ARF F A C C E S S R O A D ECONOMY A I R P O R T B L V D HE W L E T T D R I V E TR A S K D R I V E AIR P O R T B L V D AIR P O R T B L V D ARFF AC C E S S R O A D © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 2 \ I L M B P 3 - G C - 0 0 5 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 2 3 / 2 0 2 5 1 0 : 2 9 A M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 200100100 100 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: SHEET MUST BE PRINTED IN COLOR PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 GC-005 JB AGS PROGRAM PHASE 2 OVERALL PHASING LEGENDLEGEND NOTES 1.PHASE 2 INCLUDES FIVE (5) WORK AREAS: 1.1.WORK AREA 1 INCLUDES THE CONSTRUCTION OF THE PROPOSED PARKING GARAGE, VERTICAL CIRCULATION PLAZA, TUNNEL, ATRIUM EXPANSION, CANOPY, PREMIUM PARKING LOT AND AIRPORT BOULEVARD. THE TEMPORARY CURBFRONT CANOPY AND TEMPORARY ENCLOSED WALKWAY ARE TO BE MAINTAINED FOR PASSENGER TRAFFIC THROUGHOUT THIS PHASE. 1.2.WORK AREA 2 INCLUDES CONSTRUCTION OF THE PREMIUM PARKING LOT AND AIRPORT BLVD WITHIN THE TEMPORARY ENCLOSED WALKWAY FOOTPRINT. THIS PHASE CAN START AS SOON AS THE TUNNEL, VERTICAL CIRCULATION PLAZA, AND ATRIUM EXPANSION CAN ACCOMMODATE PASSENGER TRAFFIC. 1.3.WORK AREA 3 INCLUDES THE RECONSTRUCTION OF THE TEMPORARY CURBFRONT ROADWAY AND THE CONSTRUCTION OF THE ENTRY PLAZA, SHUTTLE DRIVES, AND GARAGE ENTRANCE. PASSENGER TRAFFIC MUST BE MAINTAINED ACROSS THE MAIN PEDESTRIAN WALKWAY TO THE VERTICAL CIRCULATION PLAZA / TUNNEL AT ALL TIMES DURING THIS PHASE. 1.4.WORK AREA 4 INCLUDES THE RECONSTRUCTION OF THE TEMPORARY CURBFRONT ROADWAY AND SIDEWALK WITHIN THE MAIN PEDESTRIAN WALKWAY. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL BARRICADES AND SIGNAGE TO DIRECT PEDESTRIANS SAFELY TO AND FROM THE TERMINAL. 1.5.WORK AREA 5 INCLUDES CONSTRUCTION BUS SHELTERS AND TRACTOR TRAILER TURNAROUND NEAR THE LOADING DOCK. THIS WORK AREA WILL ALSO REMOVE THE TEMPORARY LONG TERM LOT ENTRANCE AND ASSOCIATED EQUIPMENT. THE ENTRY PLAZA MUST BE FULLY FUNCTIONAL FOR ALL OTHER PARKING LOTS IN PREVIOUS PHASES PRIOR TO REMOVAL OF THE TEMPORARY LONG TERM LOT ENTRANCE EQUIPMENT. 2.NIGHT WORK WILL BE REQUIRED TO MINIMIZE DISRUPTION TO EXISTING ROADWAY OPERATIONS. THE CONTRACTOR SHALL PREPARE A SAFETY PLAN SPECIFIC TO NIGHTTIME CONSTRUCTION OPERATIONS. 3.CONTRACTOR SHALL PERFORM ALL WORK WITHIN CONSTRUCTION LIMITS SHOWN. 4.ACCESS FOR AIRPORT RESCUE AND FIRE FIGHTING EQUIPMENT AND PERSONNEL SHALL BE MAINTAINED AT ALL TIMES. OPERATIONS SHALL HAVE THE RIGHT-OF-WAY OVER ALL CONTRACTORS AT ALL TIMES. 5.CONTRACTOR SHALL MAINTAIN SAFE VEHICULAR ACCESS AND MOBILITY ON LANDSIDE ROADWAYS, DRIVEWAYS, AND OTHER AREAS. REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, NCDOT, AND OTHER FEDERAL, STATE, OR LOCAL REQUIREMENTS. 6.THE CONTRACTOR SHALL MAINTAIN ADEQUATE SIGHT DISTANCE AND KEEP ALL TRAFFIC LANES OPERATIONAL AS SHOWN ON THE PLAN 7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CONSTANT COORDINATION BETWEEN THE SUBCONTRACTORS IN ADDITION TO COORDINATION WITH THE OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL ALSO MAINTAIN CONSTANT COMMUNICATION WITH OTHER CONTRACTORS WORKING WITHIN THE AIRPORT PROPERTY LIMITS. ALL CONSTRUCTION ACTIVITIES PLANNED BY THE CONTRACTOR SHALL BE REVIEWED AND APPROVED BY THE OWNER'S REPRESENTATIVE AND AIRPORT OPERATIONS REPRESENTATIVES. 8.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MAINTENANCE OF VEHICLE AND PEDESTRIAN TRAFFIC, ALONG WITH ASSOCIATED BARRICADES, TEMPORARY PAVEMENTS, AND SIGNAGE, FOR SAFE PASSAGE AROUND AND THROUGH THE CONSTRUCTION SITE DURING EACH PHASE OF THE PROJECT. CHANGES IN THE VEHICLE OR PEDESTRIAN PATHWAYS TO AND FROM THE TERMINAL AND PARKING LOTS SHALL BE REVIEWED AND APPROVED BY THE OWNERS REPRESENTATIVE AND AIRPORT OPERATIONS. PROGRAM PHASE 1A & 1B (PORTIONS STILL IN PROGRESS AND/OR COMPLETE) PROGRAM PHASE 2 - WORK AREA 1 PROGRAM PHASE 2 - WORK AREA 2 PROGRAM PHASE 2 - WORK AREA 3 PROGRAM PHASE 2 - WORK AREA 4 PROGRAM PHASE 2 - WORK AREA 5 PH2 PERMANENT BARRICADES XX XX XX X X XXXXXX X X X X X X X X X X X X X X X X X X X X X X X 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 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X GA T E FE N C E XXXXXXXX XX XX XXXXXX XX XX XX XX XX XX XX XX XX XX XX EMERG E N C Y A C C E S S R O A D PROPOSED PREMIUM LOT TERMINAL LONG TERM PROPOSED PARKING GARAGE AIRPORT BLVD AIR P O R T P A R K I N G L O T ARF F A C C E S S R O A D ECONOMY A I R P O R T B L V D HE W L E T T D R I V E TR A S K D R I V E AIR P O R T B L V D AIR P O R T B L V D ARFF AC C E S S R O A D © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 2 \ I L M B P 3 - G C - 0 0 5 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 2 3 / 2 0 2 5 1 0 : 2 9 A M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 200100100 100 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: SHEET MUST BE PRINTED IN COLOR PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 GC-006 PROGRAM PHASE 2 WORK AREA 1 JB AGS LEGENDLEGEND NOTES 1.PHASE 2 INCLUDES FIVE (5) WORK AREAS: 1.1.WORK AREA 1 INCLUDES THE CONSTRUCTION OF THE PROPOSED PARKING GARAGE, VERTICAL CIRCULATION PLAZA, TUNNEL, ATRIUM EXPANSION, CANOPY, PREMIUM PARKING LOT AND AIRPORT BOULEVARD. THE TEMPORARY CURBFRONT CANOPY AND TEMPORARY ENCLOSED WALKWAY ARE TO BE MAINTAINED FOR PASSENGER TRAFFIC THROUGHOUT THIS PHASE. 1.2.WORK AREA 2 INCLUDES CONSTRUCTION OF THE PREMIUM PARKING LOT AND AIRPORT BLVD WITHIN THE TEMPORARY ENCLOSED WALKWAY FOOTPRINT. THIS PHASE CAN START AS SOON AS THE TUNNEL, VERTICAL CIRCULATION PLAZA, AND ATRIUM EXPANSION CAN ACCOMMODATE PASSENGER TRAFFIC. 1.3.WORK AREA 3 INCLUDES THE RECONSTRUCTION OF THE TEMPORARY CURBFRONT ROADWAY AND THE CONSTRUCTION OF THE ENTRY PLAZA, SHUTTLE DRIVES, AND GARAGE ENTRANCE. PASSENGER TRAFFIC MUST BE MAINTAINED ACROSS THE MAIN PEDESTRIAN WALKWAY TO THE VERTICAL CIRCULATION PLAZA / TUNNEL AT ALL TIMES DURING THIS PHASE. 1.4.WORK AREA 4 INCLUDES THE RECONSTRUCTION OF THE TEMPORARY CURBFRONT ROADWAY AND SIDEWALK WITHIN THE MAIN PEDESTRIAN WALKWAY. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL BARRICADES AND SIGNAGE TO DIRECT PEDESTRIANS SAFELY TO AND FROM THE TERMINAL. 1.5.WORK AREA 5 INCLUDES CONSTRUCTION BUS SHELTERS AND TRACTOR TRAILER TURNAROUND NEAR THE LOADING DOC. THIS WORK AREA WILL ALSO REMOVE THE TEMPORARY LONG TERM LOT ENTRANCE AND ASSOCIATED EQUIPMENT. THE ENTRY PLAZA MUST BE FULLY FUNCTIONAL FOR ALL OTHER PARKING LOTS IN PREVIOUS PHASES PRIOR TO REMOVAL OF THE TEMPORARY LONG TERM LOT ENTRANCE EQUIPMENT. 2.NIGHT WORK WILL BE REQUIRED TO MINIMIZE DISRUPTION TO EXISTING ROADWAY OPERATIONS. THE CONTRACTOR SHALL PREPARE A SAFETY PLAN SPECIFIC TO NIGHTTIME CONSTRUCTION OPERATIONS. 3.CONTRACTOR SHALL PERFORM ALL WORK WITHIN CONSTRUCTION LIMITS SHOWN. 4.ACCESS FOR AIRPORT RESCUE AND FIRE FIGHTING EQUIPMENT AND PERSONNEL SHALL BE MAINTAINED AT ALL TIMES. OPERATIONS SHALL HAVE THE RIGHT-OF-WAY OVER ALL CONTRACTORS AT ALL TIMES. 5.CONTRACTOR SHALL MAINTAIN SAFE VEHICULAR ACCESS AND MOBILITY ON LANDSIDE ROADWAYS, DRIVEWAYS, AND OTHER AREAS. REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, NCDOT, AND OTHER FEDERAL, STATE, OR LOCAL REQUIREMENTS. 6.THE CONTRACTOR SHALL MAINTAIN ADEQUATE SIGHT DISTANCE AND KEEP ALL TRAFFIC LANES OPERATIONAL AS SHOWN ON THE PLAN 7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CONSTANT COORDINATION BETWEEN THE SUBCONTRACTORS IN ADDITION TO COORDINATION WITH THE OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL ALSO MAINTAIN CONSTANT COMMUNICATION WITH OTHER CONTRACTORS WORKING WITHIN THE AIRPORT PROPERTY LIMITS. ALL CONSTRUCTION ACTIVITIES PLANNED BY THE CONTRACTOR SHALL BE REVIEWED AND APPROVED BY THE OWNER'S REPRESENTATIVE AND AIRPORT OPERATIONS REPRESENTATIVES. 8.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MAINTENANCE OF VEHICLE AND PEDESTRIAN TRAFFIC, ALONG WITH ASSOCIATED BARRICADES, TEMPORARY PAVEMENTS, AND SIGNAGE, FOR SAFE PASSAGE AROUND AND THROUGH THE CONSTRUCTION SITE DURING EACH PHASE OF THE PROJECT. CHANGES IN THE VEHICLE OR PEDESTRIAN PATHWAYS TO AND FROM THE TERMINAL AND PARKING LOTS SHALL BE REVIEWED AND APPROVED BY THE OWNERS REPRESENTATIVE AND AIRPORT OPERATIONS. PROGRAM PHASE 1A & 1B (PORTIONS STILL IN PROGRESS AND/OR COMPLETE) PROGRAM PHASE 2 - WORK AREA 1 PROGRAM PHASE 2 - WORK AREA 2 PROGRAM PHASE 2 - WORK AREA 3 PROGRAM PHASE 2 - WORK AREA 4 PROGRAM PHASE 2 - WORK AREA 5 PH2 PERMANENT BARRICADES XX XX XX X X XXXXXX X X X X X X X X X X X X X X X X X X X X X X X 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 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X GA T E FE N C E XXXXXXXX XX XX XXXXXX XX XX XX XX XX XX XX XX XX XX XX EMERG E N C Y A C C E S S R O A D PROPOSED PREMIUM LOT TERMINAL LONG TERM PROPOSED PARKING GARAGE AIRPORT BLVD AIR P O R T P A R K I N G L O T ARF F A C C E S S R O A D ECONOMY A I R P O R T B L V D HE W L E T T D R I V E TR A S K D R I V E AIR P O R T B L V D AIR P O R T B L V D ARFF AC C E S S R O A D © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 2 \ I L M B P 3 - G C - 0 0 5 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 2 3 / 2 0 2 5 1 0 : 2 9 A M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 200100100 100 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: SHEET MUST BE PRINTED IN COLOR PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 GC-007 PROGRAM PHASE 2 WORK AREA 2 JB AGS LEGENDLEGEND NOTES 1.PHASE 2 INCLUDES FIVE (5) WORK AREAS: 1.1.WORK AREA 1 INCLUDES THE CONSTRUCTION OF THE PROPOSED PARKING GARAGE, VERTICAL CIRCULATION PLAZA, TUNNEL, ATRIUM EXPANSION, CANOPY, PREMIUM PARKING LOT AND AIRPORT BOULEVARD. THE TEMPORARY CURBFRONT CANOPY AND TEMPORARY ENCLOSED WALKWAY ARE TO BE MAINTAINED FOR PASSENGER TRAFFIC THROUGHOUT THIS PHASE. 1.2.WORK AREA 2 INCLUDES CONSTRUCTION OF THE PREMIUM PARKING LOT AND AIRPORT BLVD WITHIN THE TEMPORARY ENCLOSED WALKWAY FOOTPRINT. THIS PHASE CAN START AS SOON AS THE TUNNEL, VERTICAL CIRCULATION PLAZA, AND ATRIUM EXPANSION CAN ACCOMMODATE PASSENGER TRAFFIC. 1.3.WORK AREA 3 INCLUDES THE RECONSTRUCTION OF THE TEMPORARY CURBFRONT ROADWAY AND THE CONSTRUCTION OF THE ENTRY PLAZA, SHUTTLE DRIVES, AND GARAGE ENTRANCE. PASSENGER TRAFFIC MUST BE MAINTAINED ACROSS THE MAIN PEDESTRIAN WALKWAY TO THE VERTICAL CIRCULATION PLAZA / TUNNEL AT ALL TIMES DURING THIS PHASE. 1.4.WORK AREA 4 INCLUDES THE RECONSTRUCTION OF THE TEMPORARY CURBFRONT ROADWAY AND SIDEWALK WITHIN THE MAIN PEDESTRIAN WALKWAY. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL BARRICADES AND SIGNAGE TO DIRECT PEDESTRIANS SAFELY TO AND FROM THE TERMINAL. 1.5.WORK AREA 5 INCLUDES CONSTRUCTION BUS SHELTERS AND TRACTOR TRAILER TURNAROUND NEAR THE LOADING DOC. THIS WORK AREA WILL ALSO REMOVE THE TEMPORARY LONG TERM LOT ENTRANCE AND ASSOCIATED EQUIPMENT. THE ENTRY PLAZA MUST BE FULLY FUNCTIONAL FOR ALL OTHER PARKING LOTS IN PREVIOUS PHASES PRIOR TO REMOVAL OF THE TEMPORARY LONG TERM LOT ENTRANCE EQUIPMENT. 2.NIGHT WORK WILL BE REQUIRED TO MINIMIZE DISRUPTION TO EXISTING ROADWAY OPERATIONS. THE CONTRACTOR SHALL PREPARE A SAFETY PLAN SPECIFIC TO NIGHTTIME CONSTRUCTION OPERATIONS. 3.CONTRACTOR SHALL PERFORM ALL WORK WITHIN CONSTRUCTION LIMITS SHOWN. 4.ACCESS FOR AIRPORT RESCUE AND FIRE FIGHTING EQUIPMENT AND PERSONNEL SHALL BE MAINTAINED AT ALL TIMES. OPERATIONS SHALL HAVE THE RIGHT-OF-WAY OVER ALL CONTRACTORS AT ALL TIMES. 5.CONTRACTOR SHALL MAINTAIN SAFE VEHICULAR ACCESS AND MOBILITY ON LANDSIDE ROADWAYS, DRIVEWAYS, AND OTHER AREAS. REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, NCDOT, AND OTHER FEDERAL, STATE, OR LOCAL REQUIREMENTS. 6.THE CONTRACTOR SHALL MAINTAIN ADEQUATE SIGHT DISTANCE AND KEEP ALL TRAFFIC LANES OPERATIONAL AS SHOWN ON THE PLAN 7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CONSTANT COORDINATION BETWEEN THE SUBCONTRACTORS IN ADDITION TO COORDINATION WITH THE OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL ALSO MAINTAIN CONSTANT COMMUNICATION WITH OTHER CONTRACTORS WORKING WITHIN THE AIRPORT PROPERTY LIMITS. ALL CONSTRUCTION ACTIVITIES PLANNED BY THE CONTRACTOR SHALL BE REVIEWED AND APPROVED BY THE OWNER'S REPRESENTATIVE AND AIRPORT OPERATIONS REPRESENTATIVES. 8.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MAINTENANCE OF VEHICLE AND PEDESTRIAN TRAFFIC, ALONG WITH ASSOCIATED BARRICADES, TEMPORARY PAVEMENTS, AND SIGNAGE, FOR SAFE PASSAGE AROUND AND THROUGH THE CONSTRUCTION SITE DURING EACH PHASE OF THE PROJECT. CHANGES IN THE VEHICLE OR PEDESTRIAN PATHWAYS TO AND FROM THE TERMINAL AND PARKING LOTS SHALL BE REVIEWED AND APPROVED BY THE OWNERS REPRESENTATIVE AND AIRPORT OPERATIONS. PROGRAM PHASE 1A & 1B (PORTIONS STILL IN PROGRESS AND/OR COMPLETE) PROGRAM PHASE 2 - WORK AREA 1 PROGRAM PHASE 2 - WORK AREA 2 PROGRAM PHASE 2 - WORK AREA 3 PROGRAM PHASE 2 - WORK AREA 4 PROGRAM PHASE 2 - WORK AREA 5 PH2 PERMANENT BARRICADES XX XX XX X X XXXXXX X X X X X X X X X X X X X X X X X X X X X X X 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 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X GA T E FE N C E XXXXXXXX XX XX XXXXXX XX XX XX XX XX XX XX XX XX XX XX EMERG E N C Y A C C E S S R O A D PROPOSED PREMIUM LOT TERMINAL LONG TERM PROPOSED PARKING GARAGE AIRPORT BLVD AIR P O R T P A R K I N G L O T ARF F A C C E S S R O A D ECONOMY A I R P O R T B L V D HE W L E T T D R I V E TR A S K D R I V E AIR P O R T B L V D AIR P O R T B L V D ARFF AC C E S S R O A D © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 2 \ I L M B P 3 - G C - 0 0 5 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 2 3 / 2 0 2 5 1 0 : 2 9 A M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 200100100 100 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: SHEET MUST BE PRINTED IN COLOR PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 GC-008 PROGRAM PHASE 2 WORK AREA 3 JB AGS LEGENDLEGEND NOTES 1.PHASE 2 INCLUDES FIVE (5) WORK AREAS: 1.1.WORK AREA 1 INCLUDES THE CONSTRUCTION OF THE PROPOSED PARKING GARAGE, VERTICAL CIRCULATION PLAZA, TUNNEL, ATRIUM EXPANSION, CANOPY, PREMIUM PARKING LOT AND AIRPORT BOULEVARD. THE TEMPORARY CURBFRONT CANOPY AND TEMPORARY ENCLOSED WALKWAY ARE TO BE MAINTAINED FOR PASSENGER TRAFFIC THROUGHOUT THIS PHASE. 1.2.WORK AREA 2 INCLUDES CONSTRUCTION OF THE PREMIUM PARKING LOT AND AIRPORT BLVD WITHIN THE TEMPORARY ENCLOSED WALKWAY FOOTPRINT. THIS PHASE CAN START AS SOON AS THE TUNNEL, VERTICAL CIRCULATION PLAZA, AND ATRIUM EXPANSION CAN ACCOMMODATE PASSENGER TRAFFIC. 1.3.WORK AREA 3 INCLUDES THE RECONSTRUCTION OF THE TEMPORARY CURBFRONT ROADWAY AND THE CONSTRUCTION OF THE ENTRY PLAZA, SHUTTLE DRIVES, AND GARAGE ENTRANCE. PASSENGER TRAFFIC MUST BE MAINTAINED ACROSS THE MAIN PEDESTRIAN WALKWAY TO THE VERTICAL CIRCULATION PLAZA / TUNNEL AT ALL TIMES DURING THIS PHASE. 1.4.WORK AREA 4 INCLUDES THE RECONSTRUCTION OF THE TEMPORARY CURBFRONT ROADWAY AND SIDEWALK WITHIN THE MAIN PEDESTRIAN WALKWAY. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL BARRICADES AND SIGNAGE TO DIRECT PEDESTRIANS SAFELY TO AND FROM THE TERMINAL. 1.5.WORK AREA 5 INCLUDES CONSTRUCTION BUS SHELTERS AND TRACTOR TRAILER TURNAROUND NEAR THE LOADING DOC. THIS WORK AREA WILL ALSO REMOVE THE TEMPORARY LONG TERM LOT ENTRANCE AND ASSOCIATED EQUIPMENT. THE ENTRY PLAZA MUST BE FULLY FUNCTIONAL FOR ALL OTHER PARKING LOTS IN PREVIOUS PHASES PRIOR TO REMOVAL OF THE TEMPORARY LONG TERM LOT ENTRANCE EQUIPMENT. 2.NIGHT WORK WILL BE REQUIRED TO MINIMIZE DISRUPTION TO EXISTING ROADWAY OPERATIONS. THE CONTRACTOR SHALL PREPARE A SAFETY PLAN SPECIFIC TO NIGHTTIME CONSTRUCTION OPERATIONS. 3.CONTRACTOR SHALL PERFORM ALL WORK WITHIN CONSTRUCTION LIMITS SHOWN. 4.ACCESS FOR AIRPORT RESCUE AND FIRE FIGHTING EQUIPMENT AND PERSONNEL SHALL BE MAINTAINED AT ALL TIMES. OPERATIONS SHALL HAVE THE RIGHT-OF-WAY OVER ALL CONTRACTORS AT ALL TIMES. 5.CONTRACTOR SHALL MAINTAIN SAFE VEHICULAR ACCESS AND MOBILITY ON LANDSIDE ROADWAYS, DRIVEWAYS, AND OTHER AREAS. REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, NCDOT, AND OTHER FEDERAL, STATE, OR LOCAL REQUIREMENTS. 6.THE CONTRACTOR SHALL MAINTAIN ADEQUATE SIGHT DISTANCE AND KEEP ALL TRAFFIC LANES OPERATIONAL AS SHOWN ON THE PLAN 7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CONSTANT COORDINATION BETWEEN THE SUBCONTRACTORS IN ADDITION TO COORDINATION WITH THE OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL ALSO MAINTAIN CONSTANT COMMUNICATION WITH OTHER CONTRACTORS WORKING WITHIN THE AIRPORT PROPERTY LIMITS. ALL CONSTRUCTION ACTIVITIES PLANNED BY THE CONTRACTOR SHALL BE REVIEWED AND APPROVED BY THE OWNER'S REPRESENTATIVE AND AIRPORT OPERATIONS REPRESENTATIVES. 8.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MAINTENANCE OF VEHICLE AND PEDESTRIAN TRAFFIC, ALONG WITH ASSOCIATED BARRICADES, TEMPORARY PAVEMENTS, AND SIGNAGE, FOR SAFE PASSAGE AROUND AND THROUGH THE CONSTRUCTION SITE DURING EACH PHASE OF THE PROJECT. CHANGES IN THE VEHICLE OR PEDESTRIAN PATHWAYS TO AND FROM THE TERMINAL AND PARKING LOTS SHALL BE REVIEWED AND APPROVED BY THE OWNERS REPRESENTATIVE AND AIRPORT OPERATIONS. PROGRAM PHASE 1A & 1B (PORTIONS STILL IN PROGRESS AND/OR COMPLETE) PROGRAM PHASE 2 - WORK AREA 1 PROGRAM PHASE 2 - WORK AREA 2 PROGRAM PHASE 2 - WORK AREA 3 PROGRAM PHASE 2 - WORK AREA 4 PROGRAM PHASE 2 - WORK AREA 5 PH2 PERMANENT BARRICADES XX XX XX X X XXXXXX X X X X X X X X X X X X X X X X X X X X X X X 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 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X GA T E FE N C E XXXXXXXX XX XX XXXXXX XX XX XX XX XX XX XX XX XX XX XX EMERG E N C Y A C C E S S R O A D PROPOSED PREMIUM LOT TERMINAL LONG TERM PROPOSED PARKING GARAGE AIRPORT BLVD AIR P O R T P A R K I N G L O T ARF F A C C E S S R O A D ECONOMY A I R P O R T B L V D HE W L E T T D R I V E TR A S K D R I V E AIR P O R T B L V D AIR P O R T B L V D ARFF AC C E S S R O A D © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 2 \ I L M B P 3 - G C - 0 0 5 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 2 3 / 2 0 2 5 1 0 : 2 9 A M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 200100100 100 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: SHEET MUST BE PRINTED IN COLOR PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 GC-009 PROGRAM PHASE 2 WORK AREA 4 JB AGS LEGENDLEGEND NOTES 1.PHASE 2 INCLUDES FIVE (5) WORK AREAS: 1.1.WORK AREA 1 INCLUDES THE CONSTRUCTION OF THE PROPOSED PARKING GARAGE, VERTICAL CIRCULATION PLAZA, TUNNEL, ATRIUM EXPANSION, CANOPY, PREMIUM PARKING LOT AND AIRPORT BOULEVARD. THE TEMPORARY CURBFRONT CANOPY AND TEMPORARY ENCLOSED WALKWAY ARE TO BE MAINTAINED FOR PASSENGER TRAFFIC THROUGHOUT THIS PHASE. 1.2.WORK AREA 2 INCLUDES CONSTRUCTION OF THE PREMIUM PARKING LOT AND AIRPORT BLVD WITHIN THE TEMPORARY ENCLOSED WALKWAY FOOTPRINT. THIS PHASE CAN START AS SOON AS THE TUNNEL, VERTICAL CIRCULATION PLAZA, AND ATRIUM EXPANSION CAN ACCOMMODATE PASSENGER TRAFFIC. 1.3.WORK AREA 3 INCLUDES THE RECONSTRUCTION OF THE TEMPORARY CURBFRONT ROADWAY AND THE CONSTRUCTION OF THE ENTRY PLAZA, SHUTTLE DRIVES, AND GARAGE ENTRANCE. PASSENGER TRAFFIC MUST BE MAINTAINED ACROSS THE MAIN PEDESTRIAN WALKWAY TO THE VERTICAL CIRCULATION PLAZA / TUNNEL AT ALL TIMES DURING THIS PHASE. 1.4.WORK AREA 4 INCLUDES THE RECONSTRUCTION OF THE TEMPORARY CURBFRONT ROADWAY AND SIDEWALK WITHIN THE MAIN PEDESTRIAN WALKWAY. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL BARRICADES AND SIGNAGE TO DIRECT PEDESTRIANS SAFELY TO AND FROM THE TERMINAL. 1.5.WORK AREA 5 INCLUDES CONSTRUCTION BUS SHELTERS AND TRACTOR TRAILER TURNAROUND NEAR THE LOADING DOC. THIS WORK AREA WILL ALSO REMOVE THE TEMPORARY LONG TERM LOT ENTRANCE AND ASSOCIATED EQUIPMENT. THE ENTRY PLAZA MUST BE FULLY FUNCTIONAL FOR ALL OTHER PARKING LOTS IN PREVIOUS PHASES PRIOR TO REMOVAL OF THE TEMPORARY LONG TERM LOT ENTRANCE EQUIPMENT. 2.NIGHT WORK WILL BE REQUIRED TO MINIMIZE DISRUPTION TO EXISTING ROADWAY OPERATIONS. THE CONTRACTOR SHALL PREPARE A SAFETY PLAN SPECIFIC TO NIGHTTIME CONSTRUCTION OPERATIONS. 3.CONTRACTOR SHALL PERFORM ALL WORK WITHIN CONSTRUCTION LIMITS SHOWN. 4.ACCESS FOR AIRPORT RESCUE AND FIRE FIGHTING EQUIPMENT AND PERSONNEL SHALL BE MAINTAINED AT ALL TIMES. OPERATIONS SHALL HAVE THE RIGHT-OF-WAY OVER ALL CONTRACTORS AT ALL TIMES. 5.CONTRACTOR SHALL MAINTAIN SAFE VEHICULAR ACCESS AND MOBILITY ON LANDSIDE ROADWAYS, DRIVEWAYS, AND OTHER AREAS. REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, NCDOT, AND OTHER FEDERAL, STATE, OR LOCAL REQUIREMENTS. 6.THE CONTRACTOR SHALL MAINTAIN ADEQUATE SIGHT DISTANCE AND KEEP ALL TRAFFIC LANES OPERATIONAL AS SHOWN ON THE PLAN 7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CONSTANT COORDINATION BETWEEN THE SUBCONTRACTORS IN ADDITION TO COORDINATION WITH THE OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL ALSO MAINTAIN CONSTANT COMMUNICATION WITH OTHER CONTRACTORS WORKING WITHIN THE AIRPORT PROPERTY LIMITS. ALL CONSTRUCTION ACTIVITIES PLANNED BY THE CONTRACTOR SHALL BE REVIEWED AND APPROVED BY THE OWNER'S REPRESENTATIVE AND AIRPORT OPERATIONS REPRESENTATIVES. 8.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MAINTENANCE OF VEHICLE AND PEDESTRIAN TRAFFIC, ALONG WITH ASSOCIATED BARRICADES, TEMPORARY PAVEMENTS, AND SIGNAGE, FOR SAFE PASSAGE AROUND AND THROUGH THE CONSTRUCTION SITE DURING EACH PHASE OF THE PROJECT. CHANGES IN THE VEHICLE OR PEDESTRIAN PATHWAYS TO AND FROM THE TERMINAL AND PARKING LOTS SHALL BE REVIEWED AND APPROVED BY THE OWNERS REPRESENTATIVE AND AIRPORT OPERATIONS. PROGRAM PHASE 1A & 1B (PORTIONS STILL IN PROGRESS AND/OR COMPLETE) PROGRAM PHASE 2 - WORK AREA 1 PROGRAM PHASE 2 - WORK AREA 2 PROGRAM PHASE 2 - WORK AREA 3 PROGRAM PHASE 2 - WORK AREA 4 PROGRAM PHASE 2 - WORK AREA 5 PH2 PERMANENT BARRICADES XX XX XX X X XXXXXX X X X X X X X X X X X X X X X X X X X X X X X 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 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X GA T E FE N C E XXXXXXXX XX XX XXXXXX XX XX XX XX XX XX XX XX XX XX XX EMERG E N C Y A C C E S S R O A D PROPOSED PREMIUM LOT TERMINAL LONG TERM PROPOSED PARKING GARAGE AIRPORT BLVD AIR P O R T P A R K I N G L O T ARF F A C C E S S R O A D ECONOMY A I R P O R T B L V D HE W L E T T D R I V E TR A S K D R I V E AIR P O R T B L V D AIR P O R T B L V D ARFF AC C E S S R O A D © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 2 \ I L M B P 3 - G C - 0 0 5 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 2 3 / 2 0 2 5 1 0 : 2 9 A M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 200100100 100 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: SHEET MUST BE PRINTED IN COLOR PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 GC-010 PROGRAM PHASE 2 WORK AREA 5 JB AGS LEGENDLEGEND NOTES 1.PHASE 2 INCLUDES FIVE (5) WORK AREAS: 1.1.WORK AREA 1 INCLUDES THE CONSTRUCTION OF THE PROPOSED PARKING GARAGE, VERTICAL CIRCULATION PLAZA, TUNNEL, ATRIUM EXPANSION, CANOPY, PREMIUM PARKING LOT AND AIRPORT BOULEVARD. THE TEMPORARY CURBFRONT CANOPY AND TEMPORARY ENCLOSED WALKWAY ARE TO BE MAINTAINED FOR PASSENGER TRAFFIC THROUGHOUT THIS PHASE. 1.2.WORK AREA 2 INCLUDES CONSTRUCTION OF THE PREMIUM PARKING LOT AND AIRPORT BLVD WITHIN THE TEMPORARY ENCLOSED WALKWAY FOOTPRINT. THIS PHASE CAN START AS SOON AS THE TUNNEL, VERTICAL CIRCULATION PLAZA, AND ATRIUM EXPANSION CAN ACCOMMODATE PASSENGER TRAFFIC. 1.3.WORK AREA 3 INCLUDES THE RECONSTRUCTION OF THE TEMPORARY CURBFRONT ROADWAY AND THE CONSTRUCTION OF THE ENTRY PLAZA, SHUTTLE DRIVES, AND GARAGE ENTRANCE. PASSENGER TRAFFIC MUST BE MAINTAINED ACROSS THE MAIN PEDESTRIAN WALKWAY TO THE VERTICAL CIRCULATION PLAZA / TUNNEL AT ALL TIMES DURING THIS PHASE. 1.4.WORK AREA 4 INCLUDES THE RECONSTRUCTION OF THE TEMPORARY CURBFRONT ROADWAY AND SIDEWALK WITHIN THE MAIN PEDESTRIAN WALKWAY. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL BARRICADES AND SIGNAGE TO DIRECT PEDESTRIANS SAFELY TO AND FROM THE TERMINAL. 1.5.WORK AREA 5 INCLUDES CONSTRUCTION BUS SHELTERS AND TRACTOR TRAILER TURNAROUND NEAR THE LOADING DOC. THIS WORK AREA WILL ALSO REMOVE THE TEMPORARY LONG TERM LOT ENTRANCE AND ASSOCIATED EQUIPMENT. THE ENTRY PLAZA MUST BE FULLY FUNCTIONAL FOR ALL OTHER PARKING LOTS IN PREVIOUS PHASES PRIOR TO REMOVAL OF THE TEMPORARY LONG TERM LOT ENTRANCE EQUIPMENT. 2.NIGHT WORK WILL BE REQUIRED TO MINIMIZE DISRUPTION TO EXISTING ROADWAY OPERATIONS. THE CONTRACTOR SHALL PREPARE A SAFETY PLAN SPECIFIC TO NIGHTTIME CONSTRUCTION OPERATIONS. 3.CONTRACTOR SHALL PERFORM ALL WORK WITHIN CONSTRUCTION LIMITS SHOWN. 4.ACCESS FOR AIRPORT RESCUE AND FIRE FIGHTING EQUIPMENT AND PERSONNEL SHALL BE MAINTAINED AT ALL TIMES. OPERATIONS SHALL HAVE THE RIGHT-OF-WAY OVER ALL CONTRACTORS AT ALL TIMES. 5.CONTRACTOR SHALL MAINTAIN SAFE VEHICULAR ACCESS AND MOBILITY ON LANDSIDE ROADWAYS, DRIVEWAYS, AND OTHER AREAS. REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, NCDOT, AND OTHER FEDERAL, STATE, OR LOCAL REQUIREMENTS. 6.THE CONTRACTOR SHALL MAINTAIN ADEQUATE SIGHT DISTANCE AND KEEP ALL TRAFFIC LANES OPERATIONAL AS SHOWN ON THE PLAN 7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CONSTANT COORDINATION BETWEEN THE SUBCONTRACTORS IN ADDITION TO COORDINATION WITH THE OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL ALSO MAINTAIN CONSTANT COMMUNICATION WITH OTHER CONTRACTORS WORKING WITHIN THE AIRPORT PROPERTY LIMITS. ALL CONSTRUCTION ACTIVITIES PLANNED BY THE CONTRACTOR SHALL BE REVIEWED AND APPROVED BY THE OWNER'S REPRESENTATIVE AND AIRPORT OPERATIONS REPRESENTATIVES. 8.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MAINTENANCE OF VEHICLE AND PEDESTRIAN TRAFFIC, ALONG WITH ASSOCIATED BARRICADES, TEMPORARY PAVEMENTS, AND SIGNAGE, FOR SAFE PASSAGE AROUND AND THROUGH THE CONSTRUCTION SITE DURING EACH PHASE OF THE PROJECT. CHANGES IN THE VEHICLE OR PEDESTRIAN PATHWAYS TO AND FROM THE TERMINAL AND PARKING LOTS SHALL BE REVIEWED AND APPROVED BY THE OWNERS REPRESENTATIVE AND AIRPORT OPERATIONS. PROGRAM PHASE 1A & 1B (PORTIONS STILL IN PROGRESS AND/OR COMPLETE) PROGRAM PHASE 2 - WORK AREA 1 PROGRAM PHASE 2 - WORK AREA 2 PROGRAM PHASE 2 - WORK AREA 3 PROGRAM PHASE 2 - WORK AREA 4 PROGRAM PHASE 2 - WORK AREA 5 PH2 PERMANENT BARRICADES 5' S I D E W A L K X X X X X X X X X X X X X X X X X X X X X X X 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 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X GA T E FE N C E XXXXXXXX XX XX XXXXXX XX XX XX XX XX XX XX XX XX XX XX EMERG E N C Y A C C E S S R O A D LOT B TERMINAL LONG TERM LOT D AIRPORT BLVD AIR P O R T P A R K I N G L O T ECONOMY A I R P O R T B L V D HE W L E T T D R I V E TR A S K D R I V E AIR P O R T B L V D AIR P O R T B L V D ARFF AC C E S S R O A D LOT A © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 2 \ I L M B P 3 - G C - 0 3 0 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 2 3 / 2 0 2 5 1 0 : 5 9 A M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 200100100 100 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: SHEET MUST BE PRINTED IN COLOR PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 GC-030 TRAFFIC CONTROL WORK AREAS 1 & 2 OVERALL LEGEND PERMANENT WORK THIS PHASE PREVIOUS PHASE PERMANENT WORK TEMPORARY WORK THIS PHASE PREVIOUS PHASE TEMPORARY WORK SIGN ARROW BOARD TYPE 3 BARRICADE CHANNELIZING DEVICE (SEE NCDOT STD 1130.01) FLOW OF TRAFFIC SHEET 1 OF 3 MATCH LINE A-A SHEET 2 OF 3 SHEET 3 OF 3 MATCH LINE B-B JRL KT 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 100.00'EMERG E N C Y A C C E S S R O A D LOT B LOT A © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 2 \ I L M B P 3 - G C - 0 3 0 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 2 3 / 2 0 2 5 1 0 : 5 9 A M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: KEYMAP SHEET MUST BE PRINTED IN COLOR PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: X X X X XX X X X GATE FENC E 5' SI D E W A L K XX DN 1 2 3 FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 GC-031 TRAFFIC CONTROL WORK AREAS 1 & 2 (SHEET 1 OF 3) LEGEND NOTES PERMANENT WORK THIS PHASE PREVIOUS PHASE PERMANENT WORK TEMPORARY WORK THIS PHASE PREVIOUS PHASE TEMPORARY WORK SIGN ARROW BOARD TYPE 3 BARRICADE CHANNELIZING DEVICE (SEE NCDOT STD 1130.01) FLOW OF TRAFFIC MATCH LINE A-A KT JRL 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022 AND JANUARY 12, 2024, SURVEY. b.LOT F IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. c.PH1A AND PH1B DEMO WORK MAY BE EXISTING, IN PROGRESS OF BEING DEMOLISHED, OR DEMOLISHED AT TIME OF BIDDING. X X X X X X X X X X X X X X X X X X FE N C E TERMINAL LONG TERM LOT D © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 2 \ I L M B P 3 - G C - 0 3 0 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 2 3 / 2 0 2 5 1 0 : 5 9 A M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: KEYMAP SHEET MUST BE PRINTED IN COLOR PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: X X X X XX X X X GATE FENC E 5' SI D E W A L K XX DN 1 2 3 FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 LEGEND NOTES PERMANENT WORK THIS PHASE PREVIOUS PHASE PERMANENT WORK TEMPORARY WORK THIS PHASE PREVIOUS PHASE TEMPORARY WORK SIGN ARROW BOARD TYPE 3 BARRICADE CHANNELIZING DEVICE (SEE NCDOT STD 1130.01) FLOW OF TRAFFIC GC-032 TRAFFIC CONTROL WORK AREAS 1 & 2 (SHEET 2 OF 3) MATCH LINE A-A MATCH LINE B-B KT JRL 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022 AND JANUARY 12, 2024, SURVEY. b.LOT F IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. c.PH1A AND PH1B DEMO WORK MAY BE EXISTING, IN PROGRESS OF BEING DEMOLISHED, OR DEMOLISHED AT TIME OF BIDDING. X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 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 XXXXXXXXXXXXXXXXXXXXXX 100.00' AIRPORT BLVD AIR P O R T P A R K I N G L O T © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 2 \ I L M B P 3 - G C - 0 3 0 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 2 3 / 2 0 2 5 1 0 : 5 9 A M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: KEYMAP SHEET MUST BE PRINTED IN COLOR PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: X X X X XX X X X GATE FENC E 5' SI D E W A L K XX DN 1 2 3 FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 LEGEND NOTES PERMANENT WORK THIS PHASE PREVIOUS PHASE PERMANENT WORK TEMPORARY WORK THIS PHASE PREVIOUS PHASE TEMPORARY WORK SIGN ARROW BOARD TYPE 3 BARRICADE CHANNELIZING DEVICE (SEE NCDOT STD 1130.01) FLOW OF TRAFFIC GC-033 TRAFFIC CONTROL WORK AREAS 1 & 2 (SHEET 3 OF 3) MATCH LINE B-B KT JRL 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022 AND JANUARY 12, 2024, SURVEY. b.LOT F IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. c.PH1A AND PH1B DEMO WORK MAY BE EXISTING, IN PROGRESS OF BEING DEMOLISHED, OR DEMOLISHED AT TIME OF BIDDING. XX XX XX XX XX XX XX XX XX XX XX X X XXXXXX 5' S I D E W A L K X X X X X X X X X X X X X X X X X X X X X X X 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 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X GA T E FE N C E XXXXXXXX XX XX XXXXXX XX XX XX XX XX XX XX XX XX XX XX EMERG E N C Y A C C E S S R O A D TERMINAL LONG TERM AIR P O R T P A R K I N G L O T ECONOMY A I R P O R T B L V D HE W L E T T D R I V E TR A S K D R I V E AIR P O R T B L V D AIR P O R T B L V D ARFF AC C E S S R O A D © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 2 \ I L M B P 3 - G C - 0 3 1 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 2 3 / 2 0 2 5 1 1 : 2 5 A M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 200100100 100 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: SHEET MUST BE PRINTED IN COLOR PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 GC-034 TRAFFIC CONTROL WORK AREAS 3, 4 & 5 OVERALL LEGEND PERMANENT WORK THIS PHASE PREVIOUS PHASE PERMANENT WORK TEMPORARY WORK THIS PHASE PREVIOUS PHASE TEMPORARY WORK SIGN ARROW BOARD TYPE 3 BARRICADE CHANNELIZING DEVICE (SEE NCDOT STD 1130.01) FLOW OF TRAFFIC GENERAL RESTRICTIONS ·ALL PROPOSED PARCELS OF RIGHT OF WAY AND/OR LEASE AREAS ARE RESTRICTED AND NOT AVAILABLE FOR CONSTRUCTION UNTIL DIRECTED BY THE ENGINEER AND/OR ILM MANAGEMENT. ·ACCESS SHALL BE MAINTAINED TO ALL PROPERTY AND LEASE HOLDS AT ALL TIMES UNLESS OTHERWISE APPROVED BY ILM MANAGEMENT. ·ALLOWABLE LANE CLOSURE TIMES, PEAK AND OFF-PEAK HOURS, NIGHTTIME AND WEEKEND CLOSURE TIMES SHALL BE APPROVED BY THE ENGINEER. ·POSITIVE DRAINAGE AND COMPLIANT STORM WATER POLLUTION PREVENTION MEASURES SHALL BE MAINTAINED THROUGH ALL PHASES OF CONSTRUCTION. ·TEMPORARY LANE CLOSURES FOR PAVEMENT TIE-IN SHALL BE NIGHT-TIME OPERATION ONLY AND ALL LANES OF TRAVEL SHALL BE OPEN BY 5:00 AM. ALL LANE CLOSURES MUST BE APPROVED BY THE ENGINEER OR ILM MANAGEMENT. ·CONTRACTOR TO MAINTAIN EXISTING DRAINAGE AT ALL TIMES DURING CONSTRUCTION. ·CONTRACTOR TO MAINTAIN DEBRIS FREE SWALES, DITCHES AND EXISTING DRAINAGE STRUCTURES DURING CONSTRUCTION. WORK AREAS 3, 4 & 5 TRAFFIC ·OPEN AND SHIFT TRAFFIC ONTO PROPOSED AIRPORT BOULEVARD TO ACCESS TERMINAL FOR PERSONAL PASSENGER AND COMMERCIAL DROP OFF. ·CLOSE TEMPORARY CURB FRONT AND SHIFT TO PROPOSED AIRPORT BOULEVARD FOR ACCESS TO THE TERMINAL. ·MAINTAIN ACCESS TO ALL PARKING LOTS THAT HAVE BEEN COMPLETED AND OPEN FOR BUSINESS. CONSTRUCTION ·CONSTRUCT PAVING AND PROPOSED ELEMENTS TO CONVERT THE TEMPORARY CURB FRONT AND PARKING AREAS WITHIN WORK AREAS 3, 4, &5 TO THE FINAL PROPOSED PARKING CONFIGURATION. ELEMENTS INCLUDE ACCESS TO PREMIUM PARKING, ACCESS TO PARKING GARAGES, TOLL PLAZAS, SIDEWALKS, CROSSWALKS, CURBED ISLANDS, DRAINAGE, PARKING SHUTTLE ACCESS, AND ANY OTHER ASSOCIATED FACILITIES REQUIRED. SEE SHEET GC-005, PROGRAM 2 OVERALL PHASING, FOR LOCATIONS OF WORK AREAS 3, 4, & 5. ·SEE APPLICABLE DETAILS INCLUDED WITH THE PARKING LOT SHEETS FOR WORK AREAS 3, 4, & 5 INCLUDED IN THIS PLAN SET. JRL KT XX XX LOT C X X X X X X X X X X X X X X X X X X X X X X X X XXX X X X X X X X X X X X X X X X X X GATE FEN C E XXXX XX XX XX XX XX TE R M I N A L AIRPO R T MODERN AVIATION ARF F A C C E S S R O A D 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 LOT F BOULE V A R D CR01CR02 CR03 CR04CR05 CR06 CR07 CR08 CR09 LS01 LS02 LS03 LS04 LS05 LS06 LS07 LS08 LS09 LS10 LS11 LS12 LS13 LS14 LS15 LS16 LS17 LS18 LS19 LS20 LS21 LS22 LS23 LS24 LS25 LS26 LS27 LS28 LS29 LS30 LS31 LS32 © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 2 \ I L M B P 3 - G C - 0 5 0 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 2 3 / 2 0 2 5 1 1 : 4 4 A M NORTH AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: SHEET MUST BE PRINTED IN COLOR PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 GC-050 JKG JKG 7460 CONSTRUCTION LIMITS 50 FEET LANDSIDE CONSTRUCTION BOUNDARY POINTS LS# EXISTING FEATURES 50 FEET LANDSIDE CONSTRUCTION BOUNDARY PH2 CONSTRUCTION FEATURES LEGENDLEGEND NOTES 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022 AND JANUARY 12, 2024, SURVEY. b.LOT F IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. c.EXISTING INFORMATION INCLUDES OBJECTS THAT MAY HAVE BEEN DEMOLISHED FOR PHASE 1A AND PHASE 1B CONSTRUCTION. 2.LANDSIDE APPLIES TO PROPOSED ROADWAY REALIGNMENTS, NEW ROADWAYS, NEW PARKING LOTS, PARKING GARAGE, AND CANOPIES. 3.ONLY THE TEMPORARY CONSTRUCTION LIMIT/WORK AREA BOUNDARY IS SUBMITTED FOR FAA 7460-1 AIRSPACE ANALYSIS. PERMANENT OBJECTS ASSOCIATED WITH THIS PROJECT WILL BE SUBMITTED SEPARATELY. 150 FEET LANDSIDE CONSTRUCTION BOUNDARY POINTS CR# 150 FEET LANDSIDE CONSTRUCTION BOUNDARY SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 400200200 200 © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 2 \ I L M B P 2 - G R - 0 1 0 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 1 9 / 2 0 2 5 5 : 2 0 P M AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: SHEET MUST BE PRINTED IN COLOR PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 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), INCLUDED IN SPECIFICATIONS. 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), AVAILABLE UPON REQUEST. 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), AVAILABLE UPON REQUEST. S&ME, INC. GEOTECHNICAL TEST LOCATION SKETCH - FIGURE 2 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), INCLUDED IN SPECIFICATIONS. 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), AVAILABLE UPON REQUEST. 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), AVAILABLE UPON REQUEST. S&ME, INC. GEOTECHNICAL TEST LOCATION MAP 1 PREPARED FOR TALBERT & BRIGHT, INC. S&ME, INC. GEOTECHNICAL TEST LOCATION SKETCH - FIGURE 3 S&ME, INC. GEOTECHNICAL TEST LOCATION MAP 2 PREPARED FOR AVCON JB AGS GEOTECHNICAL INVESTIGATION GR-010 18 " R C P 36" R C P 15" R C P 24" R C P 24" R C P 30" R C P 24" R C P EXISTING 54' LF 72" RCP EXISTING 57' LF 72" RCP 72 " R C P 18" R C P 18" R C P 18" R C P 48" R C P 48" R C P 15" RCP 15 " R C P 18 " R C P 18" R C P 24" RC P 30" RCP 48 " R C P 54" RCP 54" R C P 54 " R C P 54 " R C P 54 " R C P 18" RCP18" RCP 30 " R C P 18" RCP 18 " R C P 30 " R C P 30 " R C P 60" RCP 24" R C P 24" RC P 30" R C P 18 " R C P 15" C M P 12 " R C P 7 2 " R C P 36 " R C P 24" R C P X X X X X X X X X X X X X X X X X X X X X X X 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 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXX XX XX XXXXXX XX XX XX XX XX XX XX XX XX XX XX 4 1 2 3 MH MH SA N 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 W 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 SAN SAN SAN SAN SAN SAN S A N S A N S A N SAN SAN S A N S A N SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN S S S S S S S S S S S S S S S S S S S 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 GAS GAS GAS SAN SAN SAN S 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 G G G GAS GAS G G GAS GAS GAS GA S GA S GA S S S SAN SAN S A N S A N S A N S A N SA N S W W W W W W S A N S A N SA N S A N S A N W W W W SA N SA N S A N 6" P V C S E R V I C E S S 42 " R C P W W W WW WW W W W W W S A N S A N S A N S A N S A N S A N SAN SAN SAN SAN SAN SAN S A N S A N S A 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 SA N SA N SA N SA N SAN SAN SAN SA N SA N SA N S S 8" 8" 8" 8" 6" 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 S W W W W W W W W W W W W W W W W W W 42 " R C P SAN SAN SAN W W 18" R C P 18" RCP 18 " R C P SAN W S S SAN SAN I T A R Y S E W E R MAN H O L E RIM 2 3 . 8 7 INV. 10.78 WING WALL WING WALL WALL WING WALL INV. 10.69 INV. 10.17 INV. 9.99 WING GA S GA S GA S GA S 18"R C P INV. 26.2 3 INV. 25.87 JUNC T I O N BOX SANI T A R Y S E W E R MANH O L E RIM 2 9 . 3 9 INV . 2 3 . 9 1 WATE R VALV E FIREHYDRA N T BACK F L O W PREV E N T O R WATER METE R 8"PVC INV. 27.17 INV.27.26 RIP-R A P W BAC K F L O W PREV E N T E R WATE R MET E R 15"R C P INV.2 5 . 3 9HEAD W A L L WATE R METE R HEAD W A L L 15"R C P INV . 2 5 . 9 8 IN V .25.8 4 INV .26.0 0 12" R C P INV .26. 0 6 IN V .26.4 0 INV. 2 3 . 1 3 RIM 25 . 3 8 STOR M I N L E T INV. 1 3 . 8 3 RIM 26 . 6 8 STOR M I N L E T SAN I T A R Y S E W E R MAN H O L E RIM 2 7 . 4 9 INV . 2 0 . 3 1 SAN I T A R Y S E W E R MAN H O L E RIM 2 8 . 7 0 INV . 2 0 . 1 0 SANI T A R Y S E W E R MAN H O L E RIM 2 8 . 7 5 INV. 2 0 . 0 1 GASMETER GASVALVE FIREHYDRA N T GAS GAS GAS GAS GAS GAS EMERG E N C Y A C C E S S R O A D LOT B TERMINAL LONG TERM LOT D AIR P O R T P A R K I N G L O T ECONOMY A I R P O R T B L V D LOT A MODER N A V I A T I O N PARKIN G L O T ARFF A C C E S S R O A D AIR P O R T B L V D AIRPORT B L V D AIRPO R T B L V D XXXXXXXXXXXXXXX XXXXXXXXXXXXXXX X X XX XX XX X XXX XX X XXXXXXXXXXXXXXXXX XXXXXXXXX X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXX X X X X X X X X X X X X X X X X X X XX X X X X X X X X X X X 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 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 XX XXXX XXXXXXXXX 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 XXX X X X X X X X X X X X X X X X 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 XXXXXXXXXXXXX XXXXXX X X X X X X X X X X X X X X XX X X X X X X X X X X X XXX XXXX X X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ I L M B P 3 C D - 1 0 0 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 1 8 / 2 0 2 5 5 : 1 2 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 200100100 100 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: SHEET MUST BE PRINTED IN COLOR PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 CCR CCR EXISTING CONDITIONS AND DEMOLITION PLAN OVERALL LEGEND NOTES EXISTING STORM PIPE EXISTING FEATURES X X XXX X XXX STORM STRUCTURE DEMOLITION EXISTING STORM STRUCTURE STORM PIPE DEMOLITION SIGN DEMOLITION ENTRY/EXIT PLAZA DEMOLITION VEGETATION DEMOLITION ASPHALT ROAD DEMOLITION ASPHALT PARKING LOT DEMOLITION GRAVEL DEMOLITION CONCRETE CURB DEMOLITION OTHER CONCRETE DEMOLITION SIDEWALK DEMOLITION PAVEMENT MARKINGS REMOVAL FENCE REMOVAL BARRICADE REMOVAL X X X XX 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022 AND JANUARY 12,2024, SURVEY. b.LOT F IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. c.PH1B DEMO WORK MAY BE EXISTING, IN PROGRESS OF BEING DEMOLISHED, OR DEMOLISHED AT TIME OF BIDDING. 2.ALL PLAN SHEETS MUST BE PRINTED IN COLOR. 3.NOT ALL LEGEND ITEMS WILL APPEAR ON EVERY SHEET. 4.DEMOLITION LIMITS INCLUDED IN THIS PACKAGE MAY BE BEYOND GRADING LIMITS. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM ANY PROPOSED ROADWAY PAVEMENT, SIDEWALKS, ETC. 5.FOR ELECTRICAL DEMOLITION, REFER TO ELECTRICAL DEMOLITION SHEETS. 6.FOR INFORMATION REGARDING PROTECTION OF ALL OTHER KNOWN EXISTING UTILITIES AND UTILITY REMOVAL REFER TO SHEETS CU-100 THROUGH CU-107. 7.OTHER CONCRETE DEMOLITION CONSISTS OF CONCRETE ISLANDS, MEDIANS, CONCRETE PADS, OR CONCRETE STRUCTURE REMOVAL. 8.TREE LOCATIONS AND VEGETATION DEMOLITION ARE BASED OFF OF AERIAL. VEGETATION DEMOLITION AREAS ARE AREAS WHERE MULTIPLE TREES, PLANTERS, BUSHES OR OTHER TYPES OF VEGETATION OTHER THAN GRASS NEED TO BE VERIFIED FOR REMOVAL. 9.EXISTING ENTRY/EXIT PLAZA EQUIPMENT AND CANOPY TO BE REMOVED, SALVAGED OR REUSED. CONTRACTOR TO COORDINATE WITH THE OWNER FOR SALVAGE/REUSE. THE CONTRACTOR, AT NO ADDITIONAL COST OR SCHEDULE IMPACTS, SHALL DELIVER AND PLACE WITHIN THE AIRPORT BOUNDARY THE EQUIPMENT AND/OR MATERIAL DETERMINED TO BE SALVAGED, REFER TO GENERAL NOTES FOR FURTHER INFORMATION. THE CONTRACTOR SHALL VERIFY WITH THE OWNER THAT ANY SALVAGED EQUIPMENT AND/OR MATERIALS THAT ARE TO BE REUSED PRIOR TO ORDERING NEW EQUIPMENT AND/OR MATERIALS. AGS CD-100 36" R C P 7 2 " R C P EXISTING WING WALL EXISTING WING WALL 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 W SAN SAN SAN SAN SAN SAN S GAS GAS GAS W W WW W W 1 8 " R C P 10.7 8 WING WAL L WIN G WAL L WAL L WING WAL L INV . 10.6 9 INV . 10.1 7 INV . 9.99 WING EMERG E N C Y A C C E S S R O A D LOT B LOT A 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 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X 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 X X X X X X X X X X X X X 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 XXXXXXXX X X REMOVE APPROX. 2510 SF OF ASPHALT PAVEMENT REMOVE APPROX. 435 SF OF ASPHALT PAVEMENT ALL TICKETING EQUIPMENT TO BE REMOVED AND RETURNED TO OWNER. SEE NOTE 10 ALL TICKETING EQUIPMENT TO BE REMOVED AND RETURNED TO OWNER. SEE NOTE 10 REMOVE APPROX. 28 LF OF 15" RCP REMOVE APPROX. 311 LF OF 24" RCP REMOVE APPROX. 65 LF OF 15" RCP REMOVE APPROX. 54 LF OF 15" RCP REMOVE APPROX. 155 LF OF 24" RCP REMOVE APPROX. 185 LF OF 18" RCP REMOVE APPROX. 53 LF OF 15" RCP REMOVE APPROX. 20 LF OF 15" RCP REMOVE APPROX. 57 LF OF 24" RCP REMOVE APPROX. 200 LF OF 36" RCP REMOVE APPROX. 31 LF OF 36" RCP REMOVE APPROX. 44 LF OF 24" RCP REMOVE APPROX. 28 LF OF 15" RCP REMOVE APPROX. 30,455 SF OF ASPHALT PAVEMENT REMOVE APPROX. 70,360 SF OF ASPHALT PAVEMENT REMOVE APPROX. 1148 SF OF CONCRETE SIDEWALK REMOVE APPROX. 1995 SF OF CONCRETE SIDEWALK REMOVE APPROX. 1148 SF OF CONCRETE SIDEWALK REMOVE APPROX. 1148 SF OF CONCRETE SIDEWALK REMOVE APPROX. 1148 SF OF CONCRETE SIDEWALK REMOVE APPROX. 1148 SF OF CONCRETE SIDEWALK REMOVE APPROX. 2281 SF OF CONCRETE SIDEWALK REMOVE APPROX. 459 SF OF CONCRETE SIDEWALK REMOVE APPROX. 697 LF OF CONCRETE CURB REMOVE APPROX. 203 LF OF CONCRETE CURB REMOVE APPROX. 91 LF OF CONCRETE CURB REMOVE APPROX. 85 LF OF CONCRETE CURB REMOVE APPROX. 266 LF OF CONCRETE CURB REMOVE APPROX. 1787 SF OF GRAVEL REMOVE APPROX. 463 LF OF CONCRETE CURB REMOVE APPROX. 65 LF OF CONCRETE CURB REMOVE APPROX. 293 LF OF CONCRETE CURB REMOVE APPROX. 69 LF OF CONCRETE CURB REMOVE APPROX. 389 LF OF BARRICADES REMOVE APPROX. 287 SF OF CONCRETE SIDEWALK REMOVE APPROX. 24 LF OF BARRICADES REMOVE APPROX. 1,250 SF OF ASPHALT PAVEMENT REMOVE APPROX. 50 LF OF 15" HDPE DRAINAGE PIPE REMOVE APPROX. 32 LF OF 15" HDPE DRAINAGE PIPE REMOVE APPROX. 20 LF OF 24" RCP REMOVE APPROX. 60 LF OF 15" HDPE DRAINAGE PIPE © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ I L M B P 3 C D - 1 0 0 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 1 8 / 2 0 2 5 5 : 1 2 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: KEYMAP SHEET MUST BE PRINTED IN COLOR PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: X X X X XX X X X GATE FENC E 5' SI D E W A L K XX DN 1 2 3 4 FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 AGS CCR CCR EXISTING CONDITIONS AND DEMOLITION PLAN (SHEET 1 OF 4) MATCHLINE CD-102 LEGEND NOTES EXISTING STORM PIPE EXISTING FEATURES X X XXX X XXX STORM STRUCTURE DEMOLITION EXISTING STORM STRUCTURE STORM PIPE DEMOLITION SIGN DEMOLITION ENTRY/EXIT PLAZA DEMOLITION VEGETATION DEMOLITION ASPHALT ROAD DEMOLITION ASPHALT PARKING LOT DEMOLITION GRAVEL DEMOLITION CONCRETE CURB DEMOLITION OTHER CONCRETE DEMOLITION SIDEWALK DEMOLITION PAVEMENT MARKINGS REMOVAL FENCE REMOVAL BARRICADE REMOVAL X X X XX 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022 AND JANUARY 12,2024, SURVEY. b.LOT F IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. c.PH1B DEMO WORK MAY BE EXISTING, IN PROGRESS OF BEING DEMOLISHED, OR DEMOLISHED AT TIME OF BIDDING. 2.ALL PLAN SHEETS MUST BE PRINTED IN COLOR. 3.NOT ALL LEGEND ITEMS WILL APPEAR ON EVERY SHEET. 4.DEMOLITION LIMITS INCLUDED IN THIS PACKAGE MAY BE BEYOND GRADING LIMITS. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM ANY PROPOSED ROADWAY PAVEMENT, SIDEWALKS, ETC. 5.FOR ELECTRICAL DEMOLITION, REFER TO ELECTRICAL DEMOLITION SHEETS. 6.FOR INFORMATION REGARDING PROTECTION OF ALL OTHER KNOWN EXISTING UTILITIES AND UTILITY REMOVAL REFER TO SHEETS CU-100 THROUGH CU-107. 7.OTHER CONCRETE DEMOLITION CONSISTS OF CONCRETE ISLANDS, MEDIANS, CONCRETE PADS, OR CONCRETE STRUCTURE REMOVAL. 8.TREE LOCATIONS AND VEGETATION DEMOLITION ARE BASED OFF OF AERIAL. VEGETATION DEMOLITION AREAS ARE AREAS WHERE MULTIPLE TREES, PLANTERS, BUSHES OR OTHER TYPES OF VEGETATION OTHER THAN GRASS NEED TO BE VERIFIED FOR REMOVAL. 9.EXISTING ENTRY/EXIT PLAZA EQUIPMENT AND CANOPY TO BE REMOVED, SALVAGED OR REUSED. CONTRACTOR TO COORDINATE WITH THE OWNER FOR SALVAGE/REUSE. THE CONTRACTOR, AT NO ADDITIONAL COST OR SCHEDULE IMPACTS, SHALL DELIVER AND PLACE WITHIN THE AIRPORT BOUNDARY THE EQUIPMENT AND/OR MATERIAL DETERMINED TO BE SALVAGED, REFER TO GENERAL NOTES FOR FURTHER INFORMATION. THE CONTRACTOR SHALL VERIFY WITH THE OWNER THAT ANY SALVAGED EQUIPMENT AND/OR MATERIALS THAT ARE TO BE REUSED PRIOR TO ORDERING NEW EQUIPMENT AND/OR MATERIALS. MA T C H L I N E C P - 1 0 4 CD-101 X X X X X X X X X X X X X X X X X X FE N C E S A N S A N S A N 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 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 SAN SAN SAN SAN SAN S S S S S W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 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 W W W W W W W W W W W W W SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN S 8" V . C . P . 8" V . C . P . W W TERMINAL LONG TERM LOT D XXXXXXXXXXXXXXX X XX X XX XX 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 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXX X X X X X X X X X XXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X REMOVE APPROX. 7440 SF OF CONCRETE SIDEWALKREMOVE APPROX. 1885 SF OF CONCRETE SIDEWALK REMOVE APPROX. 640 SF OF ASPHALT PAVEMENT REMOVE APPROX. 640 SF OF ASPHALT PAVEMENT REMOVE APPROX. 640 SF OF ASPHALT PAVEMENT REMOVE APPROX. 640 SF OF ASPHALT PAVEMENT REMOVE APPROX. 640 SF OF ASPHALT PAVEMENT REMOVE APPROX. 9600 SF OF CONCRETE SIDEWALK REMOVE APPROX. 7800 SF OF CONCRETE SIDEWALK REMOVE APPROX. 4550 SF OF CONCRETE SIDEWALK ALL TICKETING EQUIPMENT TO BE REMOVED AND RETURNED TO OWNER. SEE NOTE 10 ALL TICKETING EQUIPMENT TO BE REMOVED AND RETURNED TO OWNER. SEE NOTE 10 REMOVE APPROX. 45 LF OF CONCRETE CURB REMOVE APPROX. 45 LF OF CONCRETE CURB REMOVE APPROX. 45 LF OF CONCRETE CURB REMOVE APPROX. 45 LF OF CONCRETE CURB REMOVE APPROX. 45 LF OF CONCRETE CURB REMOVE APPROX. 45 LF OF CONCRETE CURB REMOVE APPROX. 995 LF OF CONCRETE CURB REMOVE APPROX. 1645 SF OF ASPHALT PAVEMENT REMOVE APPROX. 23140 SF OF ASPHALT PAVEMENT REMOVE APPROX. 150 SF OF ASPHALT PAVEMENT REMOVE APPROX. 1655 SF OF ASPHALT PAVEMENT REMOVE APPROX. 150 LF OF 15" RCP REMOVE APPROX. 98 LF OF 18" RCP REMOVE APPROX. 185 LF OF 15" RCP REMOVE APPROX. 75 LF OF 15" RCP REMOVE APPROX. 25 LF OF 12" RCP REMOVE APPROX. 20 LF OF 12" RCP REMOVE APPROX. 80 LF OF 12" RCP REMOVE APPROX. 38 LF OF 12" RCP REMOVE APPROX. 127 LF OF 15" RCP REMOVE APPROX. 243 LF OF 15" RCP REMOVE APPROX. 194 LF OF 18" RCP REMOVE APPROX. 46 LF OF 18" RCP REMOVE APPROX. 40 LF OF 15" RCP REMOVE APPROX. 34 LF OF 24" RCP REMOVE APPROX. 108 LF OF 24" RCP REMOVE APPROX. 50 LF OF 18" RCP REMOVE APPROX. 35,325 SF OF ASPHALT PAVEMENT REMOVE APPROX. 48,820 SF OF ASPHALT PAVEMENT ALL TICKETING EQUIPMENT TO BE REMOVED AND RETURNED TO OWNER. SEE NOTE 10 ALL TICKETING EQUIPMENT TO BE REMOVED AND RETURNED TO OWNER. SEE NOTE 10 REMOVE APPROX. 243 LF OF 15" RCP REMOVE APPROX. 38 LF OF 15" RCP REMOVE APPROX. 2522 SF OF ASPHALT PAVEMENT REMOVE APPROX. 4757 SF OF ASPHALT PAVEMENT REMOVE APPROX. 255 SF OF CONCRETE SIDEWALK REMOVE APPROX. 1148 SF OF CONCRETE SIDEWALK REMOVE APPROX. 166 SF OF CONCRETE SIDEWALK REMOVE APPROX. 6789 SF OF ASPHALT PAVEMENT REMOVE APPROX. 3292 SF OF GRAVEL REMOVE APPROX. 88 LF OF CONCRETE CURB REMOVE APPROX. 88 LF OF CONCRETE CURB REMOVE APPROX. 88 LF OF CONCRETE CURB REMOVE APPROX. 88 LF OF CONCRETE CURB REMOVE APPROX. 88 LF OF CONCRETE CURB REMOVE APPROX. 88 LF OF CONCRETE CURB REMOVE APPROX. 416 SF OF CONCRETE SIDEWALK REMOVE APPROX. 855 LF OF CONCRETE CURB REMOVE APPROX. 172 LF OF CONCRETE CURB REMOVE APPROX. 86 LF OF CONCRETE CURB REMOVE APPROX. 15 LF OF CONCRETE CURB REMOVE APPROX. 439 LF OF CONCRETE CURB REMOVE APPROX. 36 LF OF BARRICADES REMOVE APPROX. 36 LF OF BARRICADES REMOVE APPROX. 36 LF OF BARRICADES REMOVE APPROX. 36 LF OF BARRICADES REMOVE APPROX. 36 LF OF BARRICADES REMOVE APPROX. 18 LF OF BARRICADES REMOVE APPROX. 18 LF OF BARRICADES REMOVE APPROX. 821 LF OF BARRICADES REMOVE APPROX. 2085 SF OF CONCRETE SIDEWALK REMOVE APPROX. 24 LF OF BARRICADES REMOVE APPROX. 24 LF OF BARRICADES REMOVE APPROX. 24 LF OF BARRICADES REMOVE APPROX. 24 LF OF BARRICADES REMOVE APPROX. 24 LF OF BARRICADES EXISTING STORM STRUCTURE TO REMAIN. REMOVE APPROX. 80 LF OF 15" HDPE DRAINAGE PIPE REMOVE APPROX. 98 LF OF 18" RCP EXISTING SANITARY LINE TO BE REMOVED. SEE SHEETS CU-100 THROUGH CU-107 FOR ADDITIONAL INFORMATION (TYP) EXISTING WATER LINE TO BE REMOVED. SEE SHEETS CU-100 THROUGH CU-107 FOR ADDITIONAL INFORMATION (TYP) EXISTING WATER LINE TO BE REMOVED. SEE SHEETS CU-100 THROUGH CU-107 FOR ADDITIONAL INFORMATION (TYP) EXISTING GAS LINE TO BE REMOVED. SEE SHEETS CU-100 THROUGH CU-107 FOR ADDITIONAL INFORMATION (TYP) EXISTING SANITARY LINE TO BE REMOVED. SEE SHEETS CU-100 THROUGH CU-107 FOR ADDITIONAL INFORMATION (TYP) EXISTING TERMINAL CANOPY AND COLUMNS TO BE REMOVED. SEE ARCHITECTURE FOR ADDITIONAL INFORMATION REMOVE APPROX. 62 LF OF 15" RCPREMOVE APPROX. 82 LF OF 15" RCP REMOVE APPROX. 110 LF OF 15" RCP X REMOVE APPROX. 36 LF OF 15" HDPE DRAINAGE PIPE REMOVE APPROX. 51 LF OF 15" HDPE DRAINAGE PIPE REMOVE APPROX. 46 LF OF 24" RCP REMOVE APPROX. 410 SF OF ASPHALT PAVEMENT REMOVE EXISTING CURB RAMP AND ASSOCIATED CONCRETE SIDEWALK REMOVE EXISTING RAISED CROSSWALK CONCRETE WINGS REMOVE EXISTING RAISED CROSSWALK CONCRETE WINGS © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ I L M B P 3 C D - 1 0 0 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 1 8 / 2 0 2 5 5 : 1 2 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: KEYMAP SHEET MUST BE PRINTED IN COLOR PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: X X X X XX X X X GATE FENC E 5' SI D E W A L K XX DN 1 2 3 4 FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 CD-102 CCR CCR EXISTING CONDITIONS AND DEMOLITION PLAN (SHEET 2 OF 4) MATCHLINE CD-103 MATCHLINE CD-101 MA T C H L I N E C D - 1 0 4 LEGEND NOTES EXISTING STORM PIPE EXISTING FEATURES X X XXX X XXX STORM STRUCTURE DEMOLITION EXISTING STORM STRUCTURE STORM PIPE DEMOLITION SIGN DEMOLITION ENTRY/EXIT PLAZA DEMOLITION VEGETATION DEMOLITION ASPHALT ROAD DEMOLITION ASPHALT PARKING LOT DEMOLITION GRAVEL DEMOLITION CONCRETE CURB DEMOLITION OTHER CONCRETE DEMOLITION SIDEWALK DEMOLITION PAVEMENT MARKINGS REMOVAL FENCE REMOVAL BARRICADE REMOVAL X X X XX 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022 AND JANUARY 12,2024, SURVEY. b.LOT F IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. c.PH1B DEMO WORK MAY BE EXISTING, IN PROGRESS OF BEING DEMOLISHED, OR DEMOLISHED AT TIME OF BIDDING. 2.ALL PLAN SHEETS MUST BE PRINTED IN COLOR. 3.NOT ALL LEGEND ITEMS WILL APPEAR ON EVERY SHEET. 4.DEMOLITION LIMITS INCLUDED IN THIS PACKAGE MAY BE BEYOND GRADING LIMITS. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM ANY PROPOSED ROADWAY PAVEMENT, SIDEWALKS, ETC. 5.FOR ELECTRICAL DEMOLITION, REFER TO ELECTRICAL DEMOLITION SHEETS. 6.FOR INFORMATION REGARDING PROTECTION OF ALL OTHER KNOWN EXISTING UTILITIES AND UTILITY REMOVAL REFER TO SHEETS CU-100 THROUGH CU-107. 7.OTHER CONCRETE DEMOLITION CONSISTS OF CONCRETE ISLANDS, MEDIANS, CONCRETE PADS, OR CONCRETE STRUCTURE REMOVAL. 8.TREE LOCATIONS AND VEGETATION DEMOLITION ARE BASED OFF OF AERIAL. VEGETATION DEMOLITION AREAS ARE AREAS WHERE MULTIPLE TREES, PLANTERS, BUSHES OR OTHER TYPES OF VEGETATION OTHER THAN GRASS NEED TO BE VERIFIED FOR REMOVAL. 9.EXISTING ENTRY/EXIT PLAZA EQUIPMENT AND CANOPY TO BE REMOVED, SALVAGED OR REUSED. CONTRACTOR TO COORDINATE WITH THE OWNER FOR SALVAGE/REUSE. THE CONTRACTOR, AT NO ADDITIONAL COST OR SCHEDULE IMPACTS, SHALL DELIVER AND PLACE WITHIN THE AIRPORT BOUNDARY THE EQUIPMENT AND/OR MATERIAL DETERMINED TO BE SALVAGED, REFER TO GENERAL NOTES FOR FURTHER INFORMATION. THE CONTRACTOR SHALL VERIFY WITH THE OWNER THAT ANY SALVAGED EQUIPMENT AND/OR MATERIALS THAT ARE TO BE REUSED PRIOR TO ORDERING NEW EQUIPMENT AND/OR MATERIALS. 1 8 " R C P 15" R C P 24 " R C P 24 " R C P 3 0 " R C P 24 " R C P X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 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 XXXXXXXXXXXXXXXXXXXXXX MH MH 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 S A N SA N I T A R Y S E W E R MA N H O L E RIM 2 9 . 9 1 IN V . 1 5 . 3 4 SA N I T A R Y S E W E R MA N H O L E RIM 3 1 . 9 9 IN V . 2 1 . 2 6 ( N ) IN V . 1 7 . 0 3 ( W ) SA N I T A R Y S E W E R MA N H O L E RIM 2 9 . 3 9 IN V . 2 3 . 3 5 SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN S S S 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 GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS W W W W W W W W W W W GAS GAS GAS GAS GAS GAS GAS GAS G G SAN SAN SAN SAN SAN SAN SAN SAN W W W SAN SAN SAN S W W W SAN SAN SAN SAN SAN SAN S A N S A N SAN S A N S A N W W W W W W W W W 8"P V C INV . 27.1 7 INV . 27.2 6 RIP - R A P W BA C K F L O W PR E V E N T E R WA T E R MET E R AIR P O R T P A R K I N G L O T XXXXXXXX XXXXXXX X X XXXXXXXXXXXXXXXXX X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXX X X X X X X X X X 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 XXXX XXXXXXXXX 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 REMOVE APPROX. 8405 SF OF ASPHALT PAVEMENT REMOVE APPROX. 2950 SF OF ASPHALT PAVEMENT REMOVE APPROX. 1220 SF OF ASPHALT PAVEMENT REMOVE APPROX. 41,675 SF OF ASPHALT PAVEMENT REMOVE APPROX. 192 LF OF CONCRETE CURB REMOVE APPROX. 260 LF OF CONCRETE CURB REMOVE APPROX. 6060 SF OF ASPHALT PAVEMENT REMOVE APPROX. 1655 SF OF CONCRETE SIDEWALK REMOVE APPROX. 1150 SF OF CONCRETE SIDEWALK REMOVE APPROX. 9520 SF OF ASPHALT PAVEMENT REMOVE APPROX. 970 SF OF ASPHALT PAVEMENT REMOVE APPROX. 483 LF OF CONCRETE CURB REMOVE APPROX. 290 LF OF CONCRETE CURB REMOVE APPROX. 4 LF OF CONCRETE CURB REMOVE APPROX. 337 LF OF CONCRETE CURB REMOVE APPROX. 252 LF OF CONCRETE CURB REMOVE APPROX. 498 LF OF CONCRETE CURB REMOVE APPROX. 108 LF OF CONCRETE CURB REMOVE APPROX. 106 LF OF CONCRETE CURB REMOVE APPROX. 130 LF OF CONCRETE CURB ALL TICKETING EQUIPMENT TO BE REMOVED AND RETURNED TO OWNER. SEE NOTE 10 REMOVE APPROX. 186 LF OF BARRICADES EXISTING WATER LINE TO BE REMOVED. SEE SHEETS CU-100 THROUGH CU-107 FOR ADDITIONAL INFORMATION (TYP) EXISTING SANITARY LINE TO BE REMOVED. SEE SHEETS CU-100 THROUGH CU-107 FOR ADDITIONAL INFORMATION (TYP) REMOVE APPROX. 95 LF OF 15" RCP REMOVE APPROX. 71 LF OF 15" RCP REMOVE APPROX. 20 LF OF 15" RCP REMOVE APPROX. 66 LF OF 15" RCP REMOVE APPROX. 62 LF OF 15" RCP REMOVE APPROX. 68 LF OF 24" RCP © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ I L M B P 3 C D - 1 0 0 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 1 8 / 2 0 2 5 5 : 1 2 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: KEYMAP SHEET MUST BE PRINTED IN COLOR PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: X X X X XX X X X GATE FENC E 5' SI D E W A L K XX DN 1 2 3 4 FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 CD-103 CCR CCR EXISTING CONDITIONS AND DEMOLITION PLAN (SHEET 3 OF 4) MATCHLINE CD-102 LEGEND NOTES EXISTING STORM PIPE EXISTING FEATURES X X XXX X XXX STORM STRUCTURE DEMOLITION EXISTING STORM STRUCTURE STORM PIPE DEMOLITION SIGN DEMOLITION ENTRY/EXIT PLAZA DEMOLITION VEGETATION DEMOLITION ASPHALT ROAD DEMOLITION ASPHALT PARKING LOT DEMOLITION GRAVEL DEMOLITION CONCRETE CURB DEMOLITION OTHER CONCRETE DEMOLITION SIDEWALK DEMOLITION PAVEMENT MARKINGS REMOVAL FENCE REMOVAL BARRICADE REMOVAL X X X XX 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022 AND JANUARY 12,2024, SURVEY. b.LOT F IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. c.PH1B DEMO WORK MAY BE EXISTING, IN PROGRESS OF BEING DEMOLISHED, OR DEMOLISHED AT TIME OF BIDDING. 2.ALL PLAN SHEETS MUST BE PRINTED IN COLOR. 3.NOT ALL LEGEND ITEMS WILL APPEAR ON EVERY SHEET. 4.DEMOLITION LIMITS INCLUDED IN THIS PACKAGE MAY BE BEYOND GRADING LIMITS. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM ANY PROPOSED ROADWAY PAVEMENT, SIDEWALKS, ETC. 5.FOR ELECTRICAL DEMOLITION, REFER TO ELECTRICAL DEMOLITION SHEETS. 6.FOR INFORMATION REGARDING PROTECTION OF ALL OTHER KNOWN EXISTING UTILITIES AND UTILITY REMOVAL REFER TO SHEETS CU-100 THROUGH CU-107. 7.OTHER CONCRETE DEMOLITION CONSISTS OF CONCRETE ISLANDS, MEDIANS, CONCRETE PADS, OR CONCRETE STRUCTURE REMOVAL. 8.TREE LOCATIONS AND VEGETATION DEMOLITION ARE BASED OFF OF AERIAL. VEGETATION DEMOLITION AREAS ARE AREAS WHERE MULTIPLE TREES, PLANTERS, BUSHES OR OTHER TYPES OF VEGETATION OTHER THAN GRASS NEED TO BE VERIFIED FOR REMOVAL. 9.EXISTING ENTRY/EXIT PLAZA EQUIPMENT AND CANOPY TO BE REMOVED, SALVAGED OR REUSED. CONTRACTOR TO COORDINATE WITH THE OWNER FOR SALVAGE/REUSE. THE CONTRACTOR, AT NO ADDITIONAL COST OR SCHEDULE IMPACTS, SHALL DELIVER AND PLACE WITHIN THE AIRPORT BOUNDARY THE EQUIPMENT AND/OR MATERIAL DETERMINED TO BE SALVAGED, REFER TO GENERAL NOTES FOR FURTHER INFORMATION. THE CONTRACTOR SHALL VERIFY WITH THE OWNER THAT ANY SALVAGED EQUIPMENT AND/OR MATERIALS THAT ARE TO BE REUSED PRIOR TO ORDERING NEW EQUIPMENT AND/OR MATERIALS. 7 2 " R C P 3 6 " R C P 24 " R C P SAN SA N SAN SA N SAN SA N SAN SA N SA N I T A R Y S E W E R MA N H O L E RIM 2 6 . 5 6 IN V . s e a l e d SA N I T A R Y S E W E R MA N H O L E RIM 2 4 . 2 9 IN V . s e a l e d 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 S S S W W W W W W W W W W W GAS GAS GAS GAS GAS GAS GAS GAS GAS W W W W A I R P O R T B L V D XXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X ALL TICKETING EQUIPMENT TO BE REMOVED AND RETURNED TO OWNER. SEE NOTE 9 REMOVE APPROX. 340 LF OF FENCE REMOVE APPROX. 640 SF OF ASPHALT PAVEMENT REMOVE APPROX. 640 SF OF ASPHALT PAVEMENT REMOVE APPROX. 640 SF OF ASPHALT PAVEMENT REMOVE APPROX. 640 SF OF ASPHALT PAVEMENT REMOVE APPROX. 640 SF OF ASPHALT PAVEMENT REMOVE APPROX. 1215 SF OF ASPHALT PAVEMENT REMOVE APPROX. 400 LF OF CONCRETE CURB REMOVE APPROX. 15,623 SF OF ASPHALT PAVEMENT REMOVE APPROX. 320 SF OF ASPHALT PAVEMENT REMOVE APPROX. 320 SF OF ASPHALT PAVEMENT REMOVE APPROX. 2465 SF OF ASPHALT PAVEMENT REMOVE APPROX. 112 SF OF CONCRETE CURB ISLAND REMOVE APPROX. 752 LF OF BARRICADES REMOVE APPROX. 36 LF OF BARRICADES REMOVE APPROX. 36 LF OF BARRICADES REMOVE APPROX. 36 LF OF BARRICADES REMOVE APPROX. 36 LF OF BARRICADES REMOVE APPROX. 28 LF OF BARRICADES REMOVE APPROX. 28 LF OF BARRICADES REMOVE APPROX. 150 LF OF DRAINAGE PIPE REMOVE APPROX. 80 LF OF CONCRETE CURB REMOVE APPROX. 790 SF OF CONCRETE SIDEWALK REMOVE APPROX. 115 SF OF CONCRETE SIDEWALK REMOVE APPROX. 90 SF OF CONCRETE SIDEWALK REMOVE APPROX. 140 SF OF CONCRETE SIDEWALK XX XX XX XX XX XX XX XX XX XX XX XX XX XX S A N S A N S A N S A N S A N SA N I T A R Y S E W E R MA N H O L E RIM 2 4 . 9 4 IN V . 8 . 1 5 SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN S W W W W W W W W W W W SAN SAN SAN SAN GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS REMOVE APPROX. 2582 SF OF ASPHALT PAVEMENT © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ I L M B P 3 C D - 1 0 0 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 1 8 / 2 0 2 5 5 : 1 2 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: KEYMAP SHEET MUST BE PRINTED IN COLOR PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: X X X X XX X X X GATE FENC E 5' SI D E W A L K XX DN 1 2 3 4 FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 CD-104 CCR CCR EXISTING CONDITIONS AND DEMOLITION PLAN (SHEET 4 OF 4) MATCHLINE THIS SHEET MATCHLINE THIS SHEET MA T C H L I N E C D - 1 0 1 MA T C H L I N E C D - 1 0 2 LEGEND NOTES EXISTING STORM PIPE EXISTING FEATURES X X XXX X XXX STORM STRUCTURE DEMOLITION EXISTING STORM STRUCTURE STORM PIPE DEMOLITION SIGN DEMOLITION ENTRY/EXIT PLAZA DEMOLITION VEGETATION DEMOLITION ASPHALT ROAD DEMOLITION ASPHALT PARKING LOT DEMOLITION GRAVEL DEMOLITION CONCRETE CURB DEMOLITION OTHER CONCRETE DEMOLITION SIDEWALK DEMOLITION PAVEMENT MARKINGS REMOVAL FENCE REMOVAL BARRICADE REMOVAL X X X XX 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022 AND JANUARY 12,2024, SURVEY. b.LOT F IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. c.PH1B DEMO WORK MAY BE EXISTING, IN PROGRESS OF BEING DEMOLISHED, OR DEMOLISHED AT TIME OF BIDDING. 2.ALL PLAN SHEETS MUST BE PRINTED IN COLOR. 3.NOT ALL LEGEND ITEMS WILL APPEAR ON EVERY SHEET. 4.DEMOLITION LIMITS INCLUDED IN THIS PACKAGE MAY BE BEYOND GRADING LIMITS. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM ANY PROPOSED ROADWAY PAVEMENT, SIDEWALKS, ETC. 5.FOR ELECTRICAL DEMOLITION, REFER TO ELECTRICAL DEMOLITION SHEETS. 6.FOR INFORMATION REGARDING PROTECTION OF ALL OTHER KNOWN EXISTING UTILITIES AND UTILITY REMOVAL REFER TO SHEETS CU-100 THROUGH CU-107. 7.OTHER CONCRETE DEMOLITION CONSISTS OF CONCRETE ISLANDS, MEDIANS, CONCRETE PADS, OR CONCRETE STRUCTURE REMOVAL. 8.TREE LOCATIONS AND VEGETATION DEMOLITION ARE BASED OFF OF AERIAL. VEGETATION DEMOLITION AREAS ARE AREAS WHERE MULTIPLE TREES, PLANTERS, BUSHES OR OTHER TYPES OF VEGETATION OTHER THAN GRASS NEED TO BE VERIFIED FOR REMOVAL. 9.EXISTING ENTRY/EXIT PLAZA EQUIPMENT AND CANOPY TO BE REMOVED, SALVAGED OR REUSED. CONTRACTOR TO COORDINATE WITH THE OWNER FOR SALVAGE/REUSE. THE CONTRACTOR, AT NO ADDITIONAL COST OR SCHEDULE IMPACTS, SHALL DELIVER AND PLACE WITHIN THE AIRPORT BOUNDARY THE EQUIPMENT AND/OR MATERIAL DETERMINED TO BE SALVAGED, REFER TO GENERAL NOTES FOR FURTHER INFORMATION. THE CONTRACTOR SHALL VERIFY WITH THE OWNER THAT ANY SALVAGED EQUIPMENT AND/OR MATERIALS THAT ARE TO BE REUSED PRIOR TO ORDERING NEW EQUIPMENT AND/OR MATERIALS. 5' S I D E W A L K X X X X X X X X X X X X X X X X X X X X X X X 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 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXX XX XX XXXXXX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX X X XXXXXX EMERG E N C Y A C C E S S R O A D PROPOSED PREMIUM LOT TERMINAL LONG TERM PROPOSED PARKING GARAGE AIRPORT BLVD AIR P O R T P A R K I N G L O T ECONOMY A I R P O R T B L V D 4 1 2 3 © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ I L M B P 3 C S - 3 0 0 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 1 8 / 2 0 2 5 5 : 3 7 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 200100100 100 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 CS-300 CCR AGS CCR GEOMETRY ALIGNMENT LAYOUT-AIRPORT LONG TERM PARKING LOT OVERALL LEGEND EXISTING FEATURES PROPOSED PARKING LOT PAVEMENT (SHEET CP-303 SECTION B) PROPOSED CONCRETE SIDEWALKS (SHEET CP-303 SECTION E) PROPOSED PH2 CONSTRUCTION FEATURES XX PROPOSED WOODEN POST & CABLE FENCE PROPOSED STRUCTURE/BUILDING PROPOSED CONCRETE PAVEMENT (SHEET CP-303 SECTION C) PROPOSED ROADWAY PAVEMENT (SHEET CP-303 SECTION A, SEE NOTE 4) PH2 PERMANENT BARRICADES PROPOSED RAISED CROSSWALKS ( SHEET CP-563 DETAIL 1) PROPOSED DECORATIVE FENCE TO MATCH EXISTING NOTES 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022 AND JANUARY 12,2024, SURVEY. b.LOT F IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. c.PH1A & PH1B DEMO & PROPOSED WORK MAY BE EXISTING, IN PROGRESS OF BEING DEMOLISHED/CONSTRUCTED, OR DEMOLISHED/CONSTRUCTED AT TIME OF BIDDING. 2.ALL GEOMETRY PLAN SHEETS MUST BE PRINTED IN COLOR. 3.REFER TO SHEETS CD-100 THROUGH CD-103 FOR GUIDANCE ON DEMOLITION. 4.REFER TO ROADWAY PLAN AND PROFILES FOR GUIDANCE ON ROADWAY GEOMETRY. 5.REFER TO SHEET CP-120 FOR GUIDANCE ON EMERGENCY ACCESS ROAD TURNAROUND GEOMETRY. 6.REFER TO SHEET CP-500 SERIES MARKING PLANS. 7.REFER TO ARCHITECTURE AND STRUCTURAL SHEETS FOR GUIDANCE ON PROPOSED GARAGE, CANOPIES, BUILDINGS, BUILDING FOUNDATIONS, ETC. 8.REFER TO SHEET CP-303 FOR PROPOSED PAVEMENT SECTIONS. 9.REFER TO SHEET CP-563 FOR CROSSWALK AND ISLAND DETAILS. 10.ALL CURB AND GUTTER ARE TO BE 2'-6" WIDE. 11.NORTHING AND EASTING CALLOUTS ARE POINTING TO THE EDGE OF THE ASPHALT PAVING LIMITS,CONCRETE PAVING LIMITS, END POINTS OF RADII CURVES, AND SIDEWALK/RAISED WALKWAY LIMITS. ALL ARC RADII ARE TO BE A RADIUS OF 7' UNLESS OTHERWISE SPECIFIED. 12.CURB AND GUTTER SHALL BE COORDINATED WITH DRAINAGE AND GRADING PLANS. REVERSE FLOW GUTTER TO BE UTILIZED ON CURBS AS NEEDED TO ALLOW FOR POSITIVE DRAINAGE 13.BOLLARDS TO BE WESTFIELD IMPACT BOLLARD - UNLIT. MODEL NUMBER WFB-IMP-U. TO BE PLACED PER MANUFACTURER'S INSTALLATION REQUIREMENTS. 14.LANDSCAPING AND HARDSCAPING PLANS TO BE BID AT FUTURE DATE. PLANTINGS, FLAGPOLE AREAS, FOUNTAIN DESIGN, ETC SHOWN FOR REFERENCE ONLY AND ARE NOT IN CONTRACT. 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 XX XX XX XX XX XX XX XX XX 12.2' R1 . 8 ' EMERG E N C Y A C C E S S R O A D 24.0'161.9'12.9'24.0'12.9' 27 53+ 28 00+ 29 00+ 30 00+ 31 00 + 32 00 + 33 00 + 34 00 + 35 33 55 + 3 4 00 + 0 0 + 12.2' 3.5' NCDOT 846.01 2'-6" CURB AND GUTTER. SEE NOTES 10 & 12 (TYP) NCDOT 846.01 2'-6" CURB AND GUTTER. SEE NOTE 10 & 12 (TYP) PROPOSED MAIN ENTRANCE PLAZA EXTENSION. SEE DETAIL D SHEET CP-303 FOR SECTION. REFER TO NOTE 7 FOR CURB ISLAND AND PLAZA EQUIPMENT LAYOUT AND DETAILS. NCDOT 846.01 2'-6" CURB AND GUTTER. SEE NOTES 10 & 12 (TYP) INSTALL DECORATIVE JERSEY BARRIER APPROVED BY OWNER EXISTING TEMPORARY CURBFRONT ROADWAY PAVEMENT TO REMAIN. REMOVE EXISTING PAVEMENT PER DEMOLITION SHEETS AND INSTALL CURB AND GUTTER AGAINST CLEAN SAWCUT EDGE. PROPOSED EMERGENCY ACCESS TURNAROUND PAVEMENT. SEE DETAIL C ON SHEET CP-303 FOR TYPICAL PAVEMENT SECTION SEE SHEETS CP-100 THROUGH CP-120 FOR ROADWAY LAYOUT AND DIMENSIONS. PROPOSED RETAINING WALL. SEE STRUCTURAL, GRADING AND ROADWAY GEOMETRY PLANS FOR ADDITIONAL INFORMATION. DECORATIVE FENCE TO BE PLACED IN LOCATION PER STRUCTURAL DETAIL. PROPOSED DECORATIVE FENCE SHALL MATCH HEIGHT, COLOR AND SPECIFICATIONS OF EXISTING FENCE TO BE REMOVED. SEE DETAIL 4, SHEET CP-563. NCDOT 850 CONCRETE SIDE DITCH, 4' WIDTH TO BE POURED AGAINST RETAINING WALL FOR WATER FLOW. PROPOSED WOODEN POST AND CABLE FENCE. SEE DETAIL 3 SHEET CP-563 TIE INTO EXISTING ASPHALT, CURB AND GUTTER (TYP). 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 R5 . 0 ' © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ I L M B P 3 C S - 3 0 0 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 1 8 / 2 0 2 5 5 : 3 7 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: KEYMAP PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: X X X X XX X X X GATE FENC E 5' SI D E W A L K XX DN 1 2 3 4 FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 CS-301 CCR CCR LEGEND GEOMETRY ALIGNMENT LAYOUT-AIRPORT LONG TERM PARKING LOT (SHEET 1 OF 5) EXISTING FEATURES PROPOSED PARKING LOT PAVEMENT (SHEET CP-303 SECTION B) PROPOSED CONCRETE SIDEWALKS (SHEET CP-303 SECTION E) PROPOSED PH2 CONSTRUCTION FEATURES XX PROPOSED WOODEN POST & CABLE FENCE PROPOSED STRUCTURE/BUILDING PROPOSED CONCRETE PAVEMENT (SHEET CP-303 SECTION C) PROPOSED ROADWAY PAVEMENT (SHEET CP-303 SECTION A, SEE NOTE 4) PH2 PERMANENT BARRICADES PROPOSED RAISED CROSSWALKS ( SHEET CP-563 DETAIL 1) PROPOSED DECORATIVE FENCE TO MATCH EXISTING NOTES MATCHLINE SEE CP-302 MA T C H L I N E S E E C P - 3 0 4 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022 AND JANUARY 12,2024, SURVEY. b.LOT F IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. c.PH1A & PH1B DEMO & PROPOSED WORK MAY BE EXISTING, IN PROGRESS OF BEING DEMOLISHED/CONSTRUCTED, OR DEMOLISHED/CONSTRUCTED AT TIME OF BIDDING. 2.ALL GEOMETRY PLAN SHEETS MUST BE PRINTED IN COLOR. 3.REFER TO SHEETS CD-100 THROUGH CD-103 FOR GUIDANCE ON DEMOLITION. 4.REFER TO ROADWAY PLAN AND PROFILES FOR GUIDANCE ON ROADWAY GEOMETRY. 5.REFER TO SHEET CP-120 FOR GUIDANCE ON EMERGENCY ACCESS ROAD TURNAROUND GEOMETRY. 6.REFER TO SHEET CP-500 SERIES MARKING PLANS. 7.REFER TO ARCHITECTURE AND STRUCTURAL SHEETS FOR GUIDANCE ON PROPOSED GARAGE, CANOPIES, BUILDINGS, BUILDING FOUNDATIONS, ETC. 8.REFER TO SHEET CP-303 FOR PROPOSED PAVEMENT SECTIONS. 9.REFER TO SHEET CP-563 FOR CROSSWALK AND ISLAND DETAILS. 10.ALL CURB AND GUTTER ARE TO BE 2'-6" WIDE. 11.NORTHING AND EASTING CALLOUTS ARE POINTING TO THE EDGE OF THE ASPHALT PAVING LIMITS,CONCRETE PAVING LIMITS, END POINTS OF RADII CURVES, AND SIDEWALK/RAISED WALKWAY LIMITS. ALL ARC RADII ARE TO BE A RADIUS OF 7' UNLESS OTHERWISE SPECIFIED. 12.CURB AND GUTTER SHALL BE COORDINATED WITH DRAINAGE AND GRADING PLANS. REVERSE FLOW GUTTER TO BE UTILIZED ON CURBS AS NEEDED TO ALLOW FOR POSITIVE DRAINAGE 13.BOLLARDS TO BE WESTFIELD IMPACT BOLLARD - UNLIT. MODEL NUMBER WFB-IMP-U. TO BE PLACED PER MANUFACTURER'S INSTALLATION REQUIREMENTS. 14.LANDSCAPING AND HARDSCAPING PLANS TO BE BID AT FUTURE DATE. PLANTINGS, FLAGPOLE AREAS, FOUNTAIN DESIGN, ETC SHOWN FOR REFERENCE ONLY AND ARE NOT IN CONTRACT. X X X X X X X X X X X X X X X X X X 24.0' 48.0' 42.0' 24.0' 10 . 0 ' 14.0' 161.9' 8.0' PROPOSED PREMIUM LOT 16 . 0 ' 12.9'12.9'26.1' 35 00 + 36 00 + 37 00 + 38 00 + 39 00 + 40 00 + 41 00 + 42 00 + 43 00 + 3 5 + 36 00 + 37 00 + 38 00 + 39 00 + 40 00 + 41 00 + 42 00 + 43 00 + 24.0' 20.0'38.0'8.0'16.0' 22 . 0 ' 10 . 0 ' 10.25'10.25' 10 . 0 ' 22 . 0 ' 10 . 0 ' 22 . 0 ' TERMINAL LONG TERM PROPOSED PARKING GARAGE 8. 0 ' 16.0' 16.0' 10.0' 15.0' NCDOT 846.01 2'-6" CURB AND GUTTER. SEE NOTE 10 & 12 (TYP) NCDOT 846.01 2'-6" CURB AND GUTTER. SEE NOTE 10 & 12 (TYP) TIE-INTO EXISTING SIDEWALK, REFER TO NOTE 1 END NCDOT 6" HEADER CURB AT PARKING GARAGE RAMP CURB. GARAGE RAMP EXISTING TRANSFORMER AND EMERGENCY GENERATOR AREA PROPOSED FLAGPOLE SEATING AREA. SEE NOTE 14. CONTRACTOR TO RELOCATED EXISTING FLAGPOLES NEAR TERMINAL ENTRY ON A TEMPORARY BASIS DURING CONSTRUCTION. RAISED CROSSWALK, SEE DETAIL 1 SHEET CP-563 NCDOT PARALLEL CURB RAMP (TYP) RAISED CROSSWALK, SEE DETAIL 1, SHEET CP-563 ADA ACCESSIBLE PARKING. ASPHALT TO TIE INTO CONCRETE SIDEWALKS FLUSH ENTIRE LENGTH TRANSITION CURB AND GUTTER. 6" CURB TO FLUSH WITH SIDEWALK, TYP. EXISTING TEMPORARY CURBFRONT ROADWAY PAVEMENT TO REMAIN. REMOVE EXISTING PAVEMENT PER DEMOLITION SHEETS AND INSTALL CURB AGAINST CLEAN SAWCUT EDGE. EXISTING TEMPORARY CURBFRONT ROADWAY PAVEMENT TO REMAIN. REMOVE EXISTING PAVEMENT PER DEMOLITION SHEETS AND INSTALL CURB AGAINST CLEAN SAWCUT EDGE. SHUTTLE BUS ACCESS LANES. GATE ARMS, CARD READERS AND OTHER EQUIPMENT TO BE COORDINATED WITH ELECTRICAL PLANS AND ACCESS CONTROL VENDOR. EXISTING RAISED CROSSWALK TO REMAIN EXISTING TEMPORARY CURBFRONT SIDEWALK AND CANOPY TO REMAIN PARKING CURB STOP. SEE DETAIL 5 SHEET CP-560 (TYP) TIE INTO EXISTING CONCRETE SIDEWALK TO REMAIN PROPOSED CONCRETE SIDEWALK. SEE ARCHITECTURAL & STRUCTURAL DRAWINGS FOR ADDITIONAL COLUMN AND FOUNDATION INFORMATION PROPOSED WATER FEATURE AND DECORATIVE CONCRETE SIDEWALK SHOWN FOR REFERENCE ONLY. SEE NOTE 14. EXISTING LONG TERM PARKING LOT PAVEMENT TO REMAIN. REMOVE EXISTING PAVEMENT PER DEMOLITION SHEETS AND INSTALL CURB AGAINST CLEAN SAWCUT EDGE. PROPOSED CONCRETE SIDEWALK GARAGE ACCESS LANES. GATE ARMS, CARD READERS AND OTHER EQUIPMENT TO BE COORDINATED WITH ELECTRICAL PLANS AND ACCESS CONTROL VENDOR. RAISED CROSSWALK, SEE DETAIL 1 SHEET CP-563 RAISED CROSSWALK, SEE DETAIL 1 SHEET CP-563 MATCH EXISTING TERMINAL FINISHED FLOOR ELEVATION. SIDEWALK TO BE COORDINATED WITH BUILDINGS SHEETS. EXISTING SIDEWALK AND CANOPY TO REMAIN 22.0' PROPOSED RETAINING WALL. SEE STRUCTURAL, GRADING AND ROADWAY GEOMETRY PLANS FOR ADDITIONAL INFORMATION. DECORATIVE FENCE TO BE PLACED IN LOCATION PER STRUCTURAL DETAIL. PROPOSED DECORATIVE FENCE SHALL MATCH HEIGHT, COLOR AND SPECIFICATIONS OF EXISTING FENCE TO BE REMOVED. SEE DETAIL 4, SHEET CP-563. EXISTING RETAINING WALL TO BE PROTECTED PROPOSED EMERGENCY ACCESS TURNAROUND PAVEMENT. SEE DETAIL C ON SHEET CP-303 FOR TYPICAL PAVEMENT SECTION PROPOSED CONCRETE SIDEWALK. SEE NOTE 14 FOR FUTURE COORDINATION WITH LANDSCAPE AND HARDSCAPE PLANS. 10 . 0 ' PROPOSED SIDEWALK PAVEMENT. COORDINATE WITH STRUCTURAL FOR TIE IN LOCATIONS AND ELEVATIONS. SEE SHEETS CP-100 THROUGH CP-120 FOR ROADWAY LAYOUT AND DIMENSIONS. NCDOT 6" HEADER CURB PROPOSED GENERATOR PAD. COORDINATE WITH STRUCTURAL DETAILS. 26.5' 6. 0 ' 6. 0 ' 20.2' 24.2' 2.5' 8.0' 10.0' TRANSITION CURB AND GUTTER. 6" CURB TO MOUNTABLE CURB FLUSH WITH SIDEWALK, TYP. 12.0' PROPOSED BOLLARDS SPACED EVENLY AND 2' OFF EDGE OF FLUSH CURB (TYP). SEE NOTE 13. PROPOSED BOLLARDS PLACED IN LINE WITH CANOPY COLUMNS. SEE NOTE 13 NCDOT 850 CONCRETE SIDE DITCH, 4' WIDTH TO BE POURED AGAINST RETAINING WALL FOR WATER FLOW. WALKWAY SAFETY RAILING TO BE APPROVED BY OWNER. MOUNTED PER MANUFACTURER'S REQUIREMENTS ADA ACCESSIBLE CURB CUT IN LINE WITH PARKING GARAGE STAIRWELL EXIT. 11.5' NCDOT PARALLEL CURB RAMP (TYP) SIDEWALK LOCATION TO BE COORDINATED WITH FINAL CANOPY COLUMN LAYOUT OVERHEAD CRASH BAR. SEE STRUCTURAL FOR ADDITIONAL DETAILS. OVERHEAD CRASH BAR. SEE STRUCTURAL FOR ADDITIONAL DETAILS. PROPOSED GARAGE ENTRANCE PLAZA. SEE DETAIL D SHEET CP-303 FOR SECTION. REFER TO DESIGNA DRAWINGS FOR ADDITIONAL INFORMATION. 27 2829 30 31 32 3334 35 36 37 38 39 40 41 4243 44 45 4647 48 49 50 51 52 53 54 55 56 57 58 59 60 61 6263 64 65 66 67 68 69 70 71 72 73 74 7576 77 78 79 80 81 8283 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131132 133 134 135 136 137 138 139 140 141 159 160 161 162 163 164 165 166167 168 169 170 171 172 173 174 175 176 177 178 179 180181 182 183 184 185 186187 188 189 190 191 192 193 194 195 196 R 7 . 0 ' TRANSITION CURB AND GUTTER. 6" CURB TO MOUNTABLE CURB FLUSH WITH SIDEWALK, TYP. TRANSITION CURB AND GUTTER. 6" CURB TO MOUNTABLE CURB FLUSH WITH SIDEWALK, TYP. TRANSITION CURB AND GUTTER. 6" CURB TO MOUNTABLE CURB FLUSH WITH SIDEWALK, TYP. TRANSITION CURB AND GUTTER. 6" CURB TO MOUNTABLE CURB FLUSH WITH SIDEWALK, TYP. TRANSITION CURB AND GUTTER. 6" CURB TO MOUNTABLE CURB FLUSH WITH SIDEWALK, TYP. ALL FLUSH MOUNTABLE CURB TO RECEIVE WALKING RAMP GROOVING AT TRANSITION BETWEEN SIDEWALK AND ROADWAY (TYP) ALL FLUSH MOUNTABLE CURB TO RECEIVE WALKING RAMP GROOVING AT TRANSITION BETWEEN SIDEWALK AND ROADWAY (TYP) 283284 © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ I L M B P 3 C S - 3 0 0 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 1 8 / 2 0 2 5 5 : 3 7 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: KEYMAP PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: X X X X XX X X X GATE FENC E 5' SI D E W A L K XX DN 1 2 3 4 FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 CS-302 GEOMETRY ALIGNMENT LAYOUT-AIRPORT LONG TERM PARKING LOT (SHEET 2 OF 5) MATCHLINE SEE CP-303 MA T C H L I N E S E E C P - 3 0 4 CCR AGS CCR LEGEND EXISTING FEATURES PROPOSED PARKING LOT PAVEMENT (SHEET CP-303 SECTION B) PROPOSED CONCRETE SIDEWALKS (SHEET CP-303 SECTION E) PROPOSED PH2 CONSTRUCTION FEATURES XX PROPOSED WOODEN POST & CABLE FENCE PROPOSED STRUCTURE/BUILDING PROPOSED CONCRETE PAVEMENT (SHEET CP-303 SECTION C) PROPOSED ROADWAY PAVEMENT (SHEET CP-303 SECTION A, SEE NOTE 4) PH2 PERMANENT BARRICADES PROPOSED RAISED CROSSWALKS ( SHEET CP-563 DETAIL 1) PROPOSED DECORATIVE FENCE TO MATCH EXISTING NOTES 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022 AND JANUARY 12,2024, SURVEY. b.LOT F IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. c.PH1A & PH1B DEMO & PROPOSED WORK MAY BE EXISTING, IN PROGRESS OF BEING DEMOLISHED/CONSTRUCTED, OR DEMOLISHED/CONSTRUCTED AT TIME OF BIDDING. 2.ALL GEOMETRY PLAN SHEETS MUST BE PRINTED IN COLOR. 3.REFER TO SHEETS CD-100 THROUGH CD-103 FOR GUIDANCE ON DEMOLITION. 4.REFER TO ROADWAY PLAN AND PROFILES FOR GUIDANCE ON ROADWAY GEOMETRY. 5.REFER TO SHEET CP-120 FOR GUIDANCE ON EMERGENCY ACCESS ROAD TURNAROUND GEOMETRY. 6.REFER TO SHEET CP-500 SERIES MARKING PLANS. 7.REFER TO ARCHITECTURE AND STRUCTURAL SHEETS FOR GUIDANCE ON PROPOSED GARAGE, CANOPIES, BUILDINGS, BUILDING FOUNDATIONS, ETC. 8.REFER TO SHEET CP-303 FOR PROPOSED PAVEMENT SECTIONS. 9.REFER TO SHEET CP-563 FOR CROSSWALK AND ISLAND DETAILS. 10.ALL CURB AND GUTTER ARE TO BE 2'-6" WIDE. 11.NORTHING AND EASTING CALLOUTS ARE POINTING TO THE EDGE OF THE ASPHALT PAVING LIMITS,CONCRETE PAVING LIMITS, END POINTS OF RADII CURVES, AND SIDEWALK/RAISED WALKWAY LIMITS. ALL ARC RADII ARE TO BE A RADIUS OF 7' UNLESS OTHERWISE SPECIFIED. 12.CURB AND GUTTER SHALL BE COORDINATED WITH DRAINAGE AND GRADING PLANS. REVERSE FLOW GUTTER TO BE UTILIZED ON CURBS AS NEEDED TO ALLOW FOR POSITIVE DRAINAGE 13.BOLLARDS TO BE WESTFIELD IMPACT BOLLARD - UNLIT. MODEL NUMBER WFB-IMP-U. TO BE PLACED PER MANUFACTURER'S INSTALLATION REQUIREMENTS. 14.LANDSCAPING AND HARDSCAPING PLANS TO BE BID AT FUTURE DATE. PLANTINGS, FLAGPOLE AREAS, FOUNTAIN DESIGN, ETC SHOWN FOR REFERENCE ONLY AND ARE NOT IN CONTRACT. X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 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 XXXXXXXXXXXXXXXXXXXXXX XX XX X X X X XX XXXXXXXXXXXXXXXXXXXXXX 48.0' 16.0' 16.0' 14.0' 16.0' 44 00 + 4 5 0 0 + 4 6 0 0 + 47 00+ 48 00+ 49 00+50 00+ 50 83+ 44 00 + 45 00 + 4 6 0 0 + 46 50 + 24 . 0 0 ' AIRPORT BLVD AIRPORT P A R K I N G L O T NCDOT 846.01 2'-6" CURB AND GUTTER. SEE NOTE 10 & 12 (TYP) TIE INTO EXISTING ASPHALT, CURB AND GUTTER (TYP). TIE INTO EXISTING ASPHALT, CURB AND GUTTER (TYP). GARAGE RAMP EXISTING LONG TERM PARKING LOT PAVEMENT TO REMAIN. REMOVE EXISTING PAVEMENT PER DEMOLITION SHEETS AND INSTALL CURB AGAINST CLEAN SAWCUT EDGE. INSTALL WOODEN POST AND CABLE FENCE. SEE DETAIL 3 SHEET CP-563 SEE SHEETS CP-100 THROUGH CP-120 FOR ROADWAY LAYOUT AND DIMENSIONS. 20.2' 142 143 144 145 146 147 148 149 150 151 152 153154 155156 157 158 159 197 198 199 200 201 202 203 204 205 276 277 278 279 280 281 282 285 286 287 288289290 R20 . 0 0 ' RETAINING WALL EXTENSION. SEE STRUCTURAL FOR ADDITIONAL INFORMATION © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ I L M B P 3 C S - 3 0 0 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 1 8 / 2 0 2 5 5 : 3 7 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: KEYMAP PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: X X X X XX X X X GATE FENC E 5' SI D E W A L K XX DN 1 2 3 4 FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 CS-303 GEOMETRY ALIGNMENT LAYOUT-AIRPORT LONG TERM PARKING LOT (SHEET 3 OF 5) MATCHLINE SEE CP-302 CCR AGS CCR LEGEND EXISTING FEATURES PROPOSED PARKING LOT PAVEMENT (SHEET CP-303 SECTION B) PROPOSED CONCRETE SIDEWALKS (SHEET CP-303 SECTION E) PROPOSED PH2 CONSTRUCTION FEATURES XX PROPOSED WOODEN POST & CABLE FENCE PROPOSED STRUCTURE/BUILDING PROPOSED CONCRETE PAVEMENT (SHEET CP-303 SECTION C) PROPOSED ROADWAY PAVEMENT (SHEET CP-303 SECTION A, SEE NOTE 4) PH2 PERMANENT BARRICADES PROPOSED RAISED CROSSWALKS ( SHEET CP-563 DETAIL 1) PROPOSED DECORATIVE FENCE TO MATCH EXISTING NOTES 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022 AND JANUARY 12,2024, SURVEY. b.LOT F IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. c.PH1A & PH1B DEMO & PROPOSED WORK MAY BE EXISTING, IN PROGRESS OF BEING DEMOLISHED/CONSTRUCTED, OR DEMOLISHED/CONSTRUCTED AT TIME OF BIDDING. 2.ALL GEOMETRY PLAN SHEETS MUST BE PRINTED IN COLOR. 3.REFER TO SHEETS CD-100 THROUGH CD-103 FOR GUIDANCE ON DEMOLITION. 4.REFER TO ROADWAY PLAN AND PROFILES FOR GUIDANCE ON ROADWAY GEOMETRY. 5.REFER TO SHEET CP-120 FOR GUIDANCE ON EMERGENCY ACCESS ROAD TURNAROUND GEOMETRY. 6.REFER TO SHEET CP-500 SERIES MARKING PLANS. 7.REFER TO ARCHITECTURE AND STRUCTURAL SHEETS FOR GUIDANCE ON PROPOSED GARAGE, CANOPIES, BUILDINGS, BUILDING FOUNDATIONS, ETC. 8.REFER TO SHEET CP-303 FOR PROPOSED PAVEMENT SECTIONS. 9.REFER TO SHEET CP-563 FOR CROSSWALK AND ISLAND DETAILS. 10.ALL CURB AND GUTTER ARE TO BE 2'-6" WIDE. 11.NORTHING AND EASTING CALLOUTS ARE POINTING TO THE EDGE OF THE ASPHALT PAVING LIMITS,CONCRETE PAVING LIMITS, END POINTS OF RADII CURVES, AND SIDEWALK/RAISED WALKWAY LIMITS. ALL ARC RADII ARE TO BE A RADIUS OF 7' UNLESS OTHERWISE SPECIFIED. 12.CURB AND GUTTER SHALL BE COORDINATED WITH DRAINAGE AND GRADING PLANS. REVERSE FLOW GUTTER TO BE UTILIZED ON CURBS AS NEEDED TO ALLOW FOR POSITIVE DRAINAGE 13.BOLLARDS TO BE WESTFIELD IMPACT BOLLARD - UNLIT. MODEL NUMBER WFB-IMP-U. TO BE PLACED PER MANUFACTURER'S INSTALLATION REQUIREMENTS. 14.LANDSCAPING AND HARDSCAPING PLANS TO BE BID AT FUTURE DATE. PLANTINGS, FLAGPOLE AREAS, FOUNTAIN DESIGN, ETC SHOWN FOR REFERENCE ONLY AND ARE NOT IN CONTRACT. 5' S I D E W A L K XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX ECONOMY A I R P O R T B L V D 5.0' 5.0' NCDOT 846.01 2'-6" CURB AND GUTTER. SEE NOTE 10 & 12 (TYP) NCDOT 846.01 2'-6" CURB AND GUTTER. SEE NOTE 10 & 12 (TYP) PROPOSED SHUTTLE STOP, REFER TO NOTE 7, TYP. PARKING CURB STOP. SEE DETAIL 5 SHEET CP-560 (TYP) NCDOT 848.06 CURB RAMP (TYP) BOLLARDS, DECORATIVE LIGHT POLES AND SECURITY POLES. INSTALL FOUNDATIONS PER MANUFACTURER RECOMMENDATIONS. SEE NOTE 7 (TYP) NCDOT 848.06 CURB RAMP (TYP) PROPOSED WOODEN POST AND CABLE FENCE. CONTRACTOR TO SALVAGE AND REINSTALL EXISTING POST AND CABLE FENCING WHERE POSSIBLE. PARKING CURB STOP. SEE DETAIL 5 SHEET CP-560 (TYP) NCDOT 846.01 2'-6" CURB AND GUTTER. SEE NOTE 10 & 12 (TYP) NCDOT 846.01 2'-6" CURB AND GUTTER. SEE NOTE 10 & 12 (TYP) PROPOSED WOODEN POST AND CABLE FENCE. CONTRACTOR TO SALVAGE AND REINSTALL EXISTING POST AND CABLE FENCING WHERE POSSIBLE. PROPOSED WOODEN POST AND CABLE FENCE. CONTRACTOR TO SALVAGE AND REINSTALL EXISTING POST AND CABLE FENCING WHERE POSSIBLE. NCDOT 846.01 2'-6" CURB AND GUTTER. SEE NOTE 10 & 12 (TYP) 206 207 208209 210 211 212 213 214215 216 217 218 219 220221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 R7. 0 ' TIE INTO EXISTING ASPHALT, CURB AND GUTTER (TYP). NCDOT 846.01 2'-6" CURB AND GUTTER. SEE NOTE 10 & 12 (TYP) NCDOT PARALLEL CURB RAMP (TYP) © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ I L M B P 3 C S - 3 0 0 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 1 8 / 2 0 2 5 5 : 3 7 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: KEYMAP PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: X X X X XX X X X GATE FENC E 5' SI D E W A L K XX DN 1 2 3 4 FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 CS-304 GEOMETRY ALIGNMENT LAYOUT-AIRPORT LONG TERM PARKING LOT (SHEET 4 OF 5) MA T C H L I N E S E E C P - 3 0 1 MA T C H L I N E S E E C P - 3 0 2 CCR AGS CCR LEGEND EXISTING FEATURES PROPOSED PARKING LOT PAVEMENT (SHEET CP-303 SECTION B) PROPOSED CONCRETE SIDEWALKS (SHEET CP-303 SECTION E) PROPOSED PH2 CONSTRUCTION FEATURES XX PROPOSED WOODEN POST & CABLE FENCE PROPOSED STRUCTURE/BUILDING PROPOSED CONCRETE PAVEMENT (SHEET CP-303 SECTION C) PROPOSED ROADWAY PAVEMENT (SHEET CP-303 SECTION A, SEE NOTE 4) PH2 PERMANENT BARRICADES PROPOSED RAISED CROSSWALKS ( SHEET CP-563 DETAIL 1) PROPOSED DECORATIVE FENCE TO MATCH EXISTING NOTES 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022 AND JANUARY 12,2024, SURVEY. b.LOT F IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. c.PH1A & PH1B DEMO & PROPOSED WORK MAY BE EXISTING, IN PROGRESS OF BEING DEMOLISHED/CONSTRUCTED, OR DEMOLISHED/CONSTRUCTED AT TIME OF BIDDING. 2.ALL GEOMETRY PLAN SHEETS MUST BE PRINTED IN COLOR. 3.REFER TO SHEETS CD-100 THROUGH CD-103 FOR GUIDANCE ON DEMOLITION. 4.REFER TO ROADWAY PLAN AND PROFILES FOR GUIDANCE ON ROADWAY GEOMETRY. 5.REFER TO SHEET CP-120 FOR GUIDANCE ON EMERGENCY ACCESS ROAD TURNAROUND GEOMETRY. 6.REFER TO SHEET CP-500 SERIES MARKING PLANS. 7.REFER TO ARCHITECTURE AND STRUCTURAL SHEETS FOR GUIDANCE ON PROPOSED GARAGE, CANOPIES, BUILDINGS, BUILDING FOUNDATIONS, ETC. 8.REFER TO SHEET CP-303 FOR PROPOSED PAVEMENT SECTIONS. 9.REFER TO SHEET CP-563 FOR CROSSWALK AND ISLAND DETAILS. 10.ALL CURB AND GUTTER ARE TO BE 2'-6" WIDE. 11.NORTHING AND EASTING CALLOUTS ARE POINTING TO THE EDGE OF THE ASPHALT PAVING LIMITS,CONCRETE PAVING LIMITS, END POINTS OF RADII CURVES, AND SIDEWALK/RAISED WALKWAY LIMITS. ALL ARC RADII ARE TO BE A RADIUS OF 7' UNLESS OTHERWISE SPECIFIED. 12.CURB AND GUTTER SHALL BE COORDINATED WITH DRAINAGE AND GRADING PLANS. REVERSE FLOW GUTTER TO BE UTILIZED ON CURBS AS NEEDED TO ALLOW FOR POSITIVE DRAINAGE 13.BOLLARDS TO BE WESTFIELD IMPACT BOLLARD - UNLIT. MODEL NUMBER WFB-IMP-U. TO BE PLACED PER MANUFACTURER'S INSTALLATION REQUIREMENTS. 14.LANDSCAPING AND HARDSCAPING PLANS TO BE BID AT FUTURE DATE. PLANTINGS, FLAGPOLE AREAS, FOUNTAIN DESIGN, ETC SHOWN FOR REFERENCE ONLY AND ARE NOT IN CONTRACT. POINT TABLE POINT 9 65 1 2 3 4 5 6 7 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 NORTHING 189949.17 190108.26 189817.64 189876.09 189911.48 189838.25 189908.78 189933.48 189914.64 189932.70 189902.07 189892.45 189885.39 189876.53 189858.77 189869.19 189868.95 189866.70 189859.64 189850.89 189731.09 189739.84 189739.50 189737.34 189730.28 189720.21 189702.30 189754.56 189753.15 189762.71 189770.64 189778.78 189780.19 189883.92 189892.06 189882.51 189899.99 189908.14 189909.55 189937.39 189927.77 189927.43 189934.50 189947.97 189949.36 189981.55 189988.27 190009.62 190010.01 190018.43 EASTING 2328412.49 2328751.34 2328327.78 2328392.14 2328447.28 2328309.12 2328390.19 2328437.68 2328385.08 2328397.90 2328499.54 2328508.29 2328507.95 2328498.20 2328514.34 2328525.81 2328532.79 2328534.84 2328534.50 2328524.88 2328633.77 2328643.39 2328650.45 2328652.41 2328652.08 2328640.96 2328657.24 2328669.19 2328677.24 2328668.55 2328696.48 2328695.83 2328687.79 2328551.62 2328550.97 2328559.66 2328578.90 2328578.26 2328570.21 2328538.40 2328547.15 2328554.21 2328554.55 2328542.30 2328506.13 2328505.86 2328505.83 2328486.43 2328479.43 2328494.73 POINT TABLE POINT 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 NORTHING 190021.85 190020.50 190011.01 189997.95 189995.60 190016.83 190006.78 190006.44 190045.08 189993.70 189966.73 189953.01 189959.74 189969.34 190120.68 190107.82 190122.71 190002.51 189992.09 189983.95 189982.53 189992.96 190002.75 189961.95 189799.51 189807.65 189797.99 189815.58 189823.72 189825.14 189928.87 189928.38 189937.91 189954.50 189953.08 189944.94 189969.22 189977.36 189967.81 189994.85 189993.44 189985.29 189839.87 189848.01 189838.45 189865.49 189864.08 189855.94 190009.58 190017.72 EASTING 2328495.91 2328500.79 2328506.16 2328517.97 2328515.38 2328517.07 2328526.17 2328533.25 2328518.49 2328558.06 2328562.41 2328574.88 2328582.28 2328573.55 2328740.05 2328760.52 2328776.90 2328886.15 2328874.68 2328875.33 2328883.37 2328894.84 2328905.61 2328942.93 2328718.64 2328718.00 2328726.57 2328745.92 2328745.28 2328737.24 2328601.07 2328610.10 2328601.42 2328619.66 2328627.71 2328628.35 2328645.47 2328644.82 2328653.51 2328664.06 2328672.11 2328672.75 2328763.04 2328762.40 2328771.08 2328781.64 2328789.68 2328790.32 2328689.86 2328689.22 POINT TABLE POINT 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 NORTHING 190008.16 190025.65 190033.79 190035.21 189880.23 189888.37 189878.81 189896.30 189904.44 189906.25 189920.58 189919.16 189928.72 189946.21 189944.79 189936.65 190049.93 190058.08 190048.52 190075.56 190074.15 190066.01 190240.16 190220.31 190256.21 190274.01 190298.63 190316.58 190307.32 190289.37 190275.12 190270.96 190278.78 190286.43 190270.81 190254.48 190244.36 190225.07 190440.51 190449.61 190466.69 190512.77 190523.37 190536.76 190548.09 190653.42 190718.31 190722.19 190645.04 190625.72 EASTING 2328697.91 2328717.15 2328716.50 2328708.46 2328807.44 2328806.79 2328815.48 2328834.72 2328834.08 2328825.62 2328851.84 2328859.88 2328851.20 2328870.44 2328878.48 2328879.12 2328734.26 2328733.62 2328742.31 2328752.86 2328760.90 2328761.55 2328790.38 2328808.34 2328808.04 2328823.50 2328840.22 2328855.84 2328866.48 2328850.86 2328841.18 2328845.35 2328856.80 2328866.29 2328880.33 2328851.74 2328834.81 2328813.51 2329013.01 2329025.26 2329050.99 2329101.68 2329111.26 2329121.13 2329131.37 2329247.25 2329265.77 2329274.90 2329263.06 2329241.81 POINT TABLE POINT 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 NORTHING 190613.88 190635.04 190739.93 190769.18 190747.81 190763.67 190749.56 190653.97 190547.69 190549.30 190536.70 190519.25 190520.86 190531.86 190507.44 190496.44 190509.05 190491.61 190480.61 190479.00 190467.39 190469.00 190456.41 190432.22 190433.84 190444.84 190452.02 190461.41 190420.22 190409.22 190421.83 190404.39 190393.39 190391.78 190379.97 190368.97 190381.58 190364.13 190353.13 190351.53 190339.72 190341.32 190328.72 190311.27 190312.88 190323.88 190554.48 190542.65 190629.36 190620.66 EASTING 2329252.57 2329275.84 2329279.75 2329252.87 2329229.04 2329214.70 2329199.12 2329207.54 2329043.48 2329032.59 2329044.00 2329024.71 2329013.82 2329013.31 2328998.99 2328999.50 2328988.10 2328968.82 2328969.33 2328980.22 2328954.72 2328943.83 2328955.26 2328928.51 2328917.64 2328917.13 2328925.06 2328935.44 2328902.58 2328903.10 2328891.69 2328872.41 2328872.92 2328883.82 2328858.09 2328858.60 2328847.20 2328827.92 2328828.43 2328839.32 2328813.60 2328802.71 2328814.11 2328794.83 2328783.93 2328783.42 2329208.04 2329218.81 2329290.41 2329304.63 POINT TABLE POINT 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 249 250 NORTHING 190767.28 190731.24 190734.17 190858.07 190928.86 190288.86 190301.66 190308.74 190319.08 190494.33 190487.71 190487.23 190502.03 190511.91 190518.71 190669.95 190662.34 190663.06 190709.08 190718.26 190725.85 190783.46 190747.84 190746.30 190735.30 190717.85 190719.46 190730.46 190706.04 190695.04 190707.65 190690.21 190679.21 190677.60 190665.61 190647.38 190654.62 190667.22 190654.72 190662.91 190640.00 190648.15 190626.97 190615.97 190614.36 190621.73 190602.72 190604.33 190591.72 190574.28 EASTING 2329300.61 2329342.81 2329347.91 2329205.19 2329132.87 2327966.67 2327980.84 2327981.18 2327971.78 2328165.19 2328171.18 2328181.08 2328197.36 2328197.83 2328191.67 2328358.25 2328365.17 2328375.63 2328426.25 2328426.69 2328419.82 2328483.47 2328515.70 2328526.67 2328527.18 2328507.90 2328497.01 2328496.50 2328482.18 2328482.69 2328471.28 2328452.00 2328452.51 2328463.41 2328437.49 2328430.01 2328438.00 2328426.60 2328412.84 2328405.41 2328396.50 2328389.12 2328382.10 2328382.61 2328393.51 2328402.03 2328367.97 2328357.08 2328368.48 2328349.20 POINT TABLE POINT 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 289 290 NORTHING 190575.36 190586.89 190562.47 190551.47 190564.07 190546.63 190535.63 190534.03 190522.21 190511.22 190523.82 190506.38 190495.38 190493.77 190481.88 190470.90 190463.48 190483.49 190478.78 190487.13 190464.00 190459.32 190448.32 190446.69 190454.07 190611.78 190620.52 190460.68 190449.24 190446.40 190423.73 190381.62 190130.81 190159.76 190360.14 190350.27 190369.10 190375.16 190385.02 190548.69 EASTING 2328338.79 2328337.80 2328323.48 2328323.99 2328312.59 2328293.30 2328293.82 2328304.71 2328278.98 2328279.50 2328268.09 2328248.81 2328249.32 2328260.22 2328234.57 2328235.10 2328226.94 2328223.67 2328218.49 2328211.36 2328202.19 2328196.99 2328197.50 2328208.37 2328216.57 2329312.70 2329322.32 2329467.61 2329455.02 2329454.89 2329459.30 2329428.68 2329152.68 2329126.37 2329346.83 2329355.80 2329376.52 2329383.18 2329374.21 2329225.45 © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ I L M B P 3 C S - 3 0 0 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 1 8 / 2 0 2 5 5 : 3 7 P M AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 CS-305 GEOMETRY ALIGNMENT LAYOUT-AIRPORT LONG TERM PARKING LOT (SHEET 5 OF 5) CCR AGS CCR 18 " R C P 36" R C P 15" R C P 24" R C P 24" R C P 30 " R C P 24 " R C P 72 " R C P 18" R C P 18" R C P 18 " R C P 48" R C P 48" R C P 15" RCP 15" R C P 18 " R C P 18" R C P 24" RC P 30" RCP 48 " R C P 54" RCP 54" R C P 54 " R C P 54 " R C P 54 " R C P 18" RCP18" RCP 30 " R C P 18" RCP 18 " R C P 30 " R C P 3 0 " R C P 60" RCP 24" R C P 24" RC P 30" R C P 18 " R C P 15" C M P 12 " R C P 72 " R C P 36 " R C P 24" R C P X X X X X X X X X X X X X X X X X X X X X X X 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 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X GA T E FE N C E XXXXXXXX XX XX XXXXXX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX X X XXXXXX M W W W W W W W W W W W W W W W W W S S S S S SAN W SAN SAN SAN SA N SA N SA N SA N S W M SA N M MH MH 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 W 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 SAN SAN SAN SAN SAN SAN S A N S A N S A N SAN SAN S A N S A N SAN SAN SAN SAN SAN SAN SAN SAN SAN S S S S S S S S S S S S S S S S S S S 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 GAS GAS GAS SAN SAN SAN S 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 G G G GAS GAS G G GAS GAS GAS GA S GA S GA S S S SAN SAN 15" RCP 15" R C P 18 " R C P 18" R C P 24" RC P 30" RCP 30" RCP 30 " R C P 48 " R C P 18" R C P S A N S A N S A N S A N W W W W W S A N S A N SA N S A N S A N W W W W SA N SA N S A N S 42 " R C P W W WWWW W W W W W S A N S A N S A N S A N S A N S A N SA N SA N SA N SA N SA N SA N S S S S S S S S S SA N SA N SAN SAN SAN SAN SA N SA N S S 8" 8" 8" 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 54" RCP 54" R C P 54 " R C P 54 " R C P 54 " R C P 18" RCP18" RCP 30 " R C P 18 " R C P 18" RCP 18 " R C P 30 " R C P 3 0 " R C P 60" RCP 30" R C P W W W W W S W W W W W W W W W W W W W W W W 42 " R C P 24" R C P 24" RC P 30" R C P 30 " R C P SAN SAN SAN W W 18 " R C P 15" C M P 12 " R C P 12 " R C P 18 " R C P 18" RCP 1 8 " R C P SAN SAN I T A R Y S E W E R RIM 2 2 . 1 7 INV . O U T 1 6 . 7 7 SAN I T A R Y S E W E R MAN H O L E INV I N 1 6 . 1 3 INV . O U T 1 6 . 1 3 SAN I T A R Y S E W E R MAN H O L E RIM 2 3 . 9 2 IN V . I N 1 5 . 1 2 ( W E S T ) INV . I N 1 3 . 4 8 ( N O R T H ) IN V . O U T 1 3 . 4 8 ( S O U T H ) W S S SAN SAN I T A R Y S E W E R MAN H O L E RIM 2 3 . 8 7 INV. 10.78 WINGWALL WING WALL WALL WINGWALL INV. 10.69 INV. 10.17 INV. 9.99 WING GA S GA S GA S GA S 18"RC P INV . 26.23 INV. 25.8 7 JUNC T I O N BOX SAN I T A R Y S E W E R MANH O L E RIM 2 9 . 3 9 INV. 2 3 . 9 1 WATE R VALVE FIRE HYDR A N T BACK F L O W PREV E N T O R WATE R METER 8"PVC INV.27.17 INV. 27.26 RIP- R A P W BAC K F L O W PRE V E N T E R WATE R METE R 15"RC P INV.2 5 . 3 9 HEAD W A L L WATER METE R HEAD W A L L 15"RC P INV. 2 5 . 9 8 INV . 25. 8 4 IN V .26. 0 0 12" R C P INV .26. 0 6 INV .26. 4 0 INV. 2 3 . 1 3 RIM 2 5 . 3 8STORM I N L E T INV. 1 3 . 8 3 RIM 2 6 . 6 8 STOR M I N L E T SAN I T A R Y S E W E R MAN H O L E RIM 2 7 . 4 9 INV. 2 0 . 3 1 SAN I T A R Y S E W E R MAN H O L E RIM 2 8 . 7 0 INV . 2 0 . 1 0 SAN I T A R Y S E W E R MAN H O L E RIM 2 8 . 7 5 INV . 2 0 . 0 1 GASMETE R GASVALVE FIRE HYDR A N T GAS GAS GAS GAS GAS GAS 26 27 28 2 9 3 0 3 1 3 2 33 3 3 34 34 35 35 36 36 37 37 38 38 39 39 40 40 41 41 42 42 43 4 3 43 43 37 38 39 40 40 41 41 42 4 2424 2 43 4 3 38 39 40 41 41 42 42 43 43 26 27 28 29 30 31 32 33 37 38 39 40 41 42 35 36 37 38 39 40 41 42 3 0 30 3 1 31 3 2 3233 3 3 34 3 4 35 3 5 36 3 6 37 3 7 38 3 8 39 3 9 40 4 0 41 4 1 42 4243 4344 4445 4546 46 25 2526 26 27 2 8 2 9 24.5 24 . 525.5 25 . 5 26 . 5 26.5 27 . 5 2 8 . 5 2 9 . 5 29 30 29.5 30.5 2 5 2 6 2 7 2 8 2 9 29 29 29 29 3 0 3 1 31 24 . 5 2 5 . 5 2 6 . 5 2 7 . 5 2 8 . 5 2 9 . 5 29.5 29.5 29 . 5 29 . 5 3 0 . 5 30.5 31.5 31.5 22 22 23 23 24 24 25 26 30 31 32 3 3 34 35 36 37 38 39 25 2 6 2727 27 28 29 30 30 25.5 26.5 27 . 5 28.5 29.5 2 5 2626 2 62626 27272 7 2 8 292929 30 31 32 33 34 35 36 37 38 39 4040 2 6 2 7 27 2 7 2727 2 8 29 3031 32 33 34 35 36 37 3 8 3940414243 43444 44545 2 8 28 2 8 2929 29 2 9 29 3 03030 3 1 32 33 34 3 5 3 6 37 3 8 39 25 24. 5 25.5 25 25 26 25 . 5 2 6 2 5 . 5 2 6 . 5 4 1 . 5 42. 5 4 2 . 5 43.5 43.5 4 1 . 5 42 . 5 4 2 . 5 43.5 43.5 36 3 7 3 8 39 40 41 42 43 4 3 . 5 Ele v a t i o n s T a b l e Num b e r 1 2 3 Minim u m E l e v a t i o n -12. 0 0 0 29 29 29 29 3 0 31 29.5 29 . 5 2 9 . 5 2 9 . 5 3 0 . 5 2 9 29 . 5 3 0 2 9 . 5 29.5 30. 5 3 1 31 31 31.5 30 30.5 31 31 29 29 2 9 28 . 5 28 . 5 27 26 . 5 26 26 25 . 5 25 25 24.5 24.5 28 . 5 29 . 5 30 30 30 30 29 . 5 29 . 5 2 5 25 25 26 27 2 5 . 5 26.5 26.5 26 . 5 25 24 . 5 25 24. 525. 5 2526 2 4 . 5 25 . 5 3131.5 29 . 5 29 . 5 29 . 5 29 . 5 29 . 5 3 0 . 5 30 29 . 5 30 30 . 5 30 . 5 2 5 . 5 25 4 3 4 3 29 18192021222324 25 2324242423 . 5 24.5 29 29.5 30 31 31.5 32 34 3 3 3 2 4 1 2 3 © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ I L M B P 3 - C G - 1 0 0 - 1 0 4 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 1 9 / 2 0 2 5 9 : 5 7 A M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 200100100 100 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 SCB SCB GRADING PLAN OVERALL LEGEND EXISTING STORM INLET EXISTING STORM MANHOLE EXISTING MINOR CONTOUR (0.5 FT) EXISTING MAJOR CONTOUR (1 FT) EXISTING STORM PIPE PROPOSED STORM INLET PROPOSED STORM MANHOLE PROPOSED MINOR CONTOUR (0.5 FT) PROPOSED MAJOR CONTOR (1 FT) PROPOSED STORM PIPE 27.00 27.5 27.0 26.5 LIMITS OF DISTURBANCE AGS CG-100 NOTES 1.EXISTING INFORMATION IS BASED ON: a. JULY 15, 2022, SURVEY AND JANUARY 12, 2024 SURVEY. b.PROPOSED DESIGN SURFACE FROM PHASE 1A AND PHASE 1B. 2.DATUM ELEVATION 43.7' EQUALS REFERENCE ELEVATION 100'-0" TICKET LEVEL AS SEEN IN VOLUME 2. EXISTING TERMINAL TIE IN ELEVATIONS SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 3.DATUM ELEVATION 29.7' EQUALS REFERENCE ELEVATION 86'-0" LEVEL 1 AS SEEN IN VOLUME 1. 36" R C P 7 2 " R C P EXISTING WING WALL EXISTING WING WALL 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 XX XX XX XX XX XX XX XX XX W W W W W M W SAN SAN SAN SAN SAN SAN S GAS GAS GAS W W WW W W 1 8 " R C P 10.7 8 WING WAL L WIN G WAL L WAL L WING WAL L INV . 10.6 9 INV . 10.1 7 INV . 9.99 WING 26 27 28 2 9 3 0 3 1 3 2 3 3 34 35 36 37 38 39 4040 26 27 28 29 30 31 32 33 3 0 3 1 3 2 3 3 3 4 3 5 3 6 3 7 3 8 25 25 26 26 27 28 2 9 24.5 24. 5 25.5 25 . 5 26 . 5 26.5 27 . 5 2 8 . 5 2 9 . 5 2 5 2 6 2 7 2 8 29 24 . 5 25 . 5 2 6 . 5 2 7 . 5 2 8 . 5 22 22 23 23 24 24 25 25 2 6 27 27 27 25.5 26.5 GRADE AT TOW-31.82 GRADE AT BOW-29.70 GRADE AT TOW-27.24 GRADE AT BOW-25.31 GRADE AT TOW-28.92 GRADE AT BOW-25.46 GRADE AT TOW-31.31 GRADE AT BOW-25.69 GRADE AT TOW-32.92 GRADE AT BOW-25.37 25 24. 5 25.5 25 25 26 25 . 5 2' SHOULDER (TYP.) 4H:1V FILL SLOPES (TYP.) 2 9 28 . 5 29 . 5 30 29 . 5 25 . 5 25 3H:1V SLOPES FOR DRAINAGE SWALE(TYP.) 18 19 20 21 22 23 24 25 © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ I L M B P 3 - C G - 1 0 0 - 1 0 4 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 1 9 / 2 0 2 5 9 : 5 7 A M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: KEYMAP PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: X X X X XX X X X GATE FENC E 5' SI D E W A L K XX DN 1 2 3 4 FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 LEGEND EXISTING STORM INLET EXISTING STORM MANHOLE EXISTING MINOR CONTOUR (0.5 FT) EXISTING MAJOR CONTOUR (1 FT) EXISTING STORM PIPE PROPOSED STORM INLET PROPOSED STORM MANHOLE PROPOSED MINOR CONTOUR (0.5 FT) PROPOSED MAJOR CONTOR (1 FT) PROPOSED STORM PIPE 27.00 27.5 27.0 26.5 LIMITS OF DISTURBANCE MATCHLINE SEE CG-102 SCB SCB GRADING PLAN (SHEET 1 OF 4) AGS CG-101 NOTES 1.EXISTING INFORMATION IS BASED ON: a. JULY 15, 2022, SURVEY AND JANUARY 12, 2024 SURVEY. b.PROPOSED DESIGN SURFACE FROM PHASE 1A AND PHASE 1B. 2.DATUM ELEVATION 43.7' EQUALS REFERENCE ELEVATION 100'-0" TICKET LEVEL AS SEEN IN VOLUME 2. EXISTING TERMINAL TIE IN ELEVATIONS SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 3.DATUM ELEVATION 29.7' EQUALS REFERENCE ELEVATION 86'-0" LEVEL 1 AS SEEN IN VOLUME 1. X X X X X X X X X X X X X X X X X X FE N C E M W W W W W W W W W W W W W W W W W W W W W W W W W W 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 S S S SAN SAN SAN SAN W W W SA N SA N SAN SAN S A N S A N S A N 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 S W M W SA N SA N SA N S A N S A N S A N 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 SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN 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 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 PARKING DECK FFE: 29.70 41 4 2 43 4 3 43 43 41 42 4 2424 2 43 4 3 41 42 43 43 37 38 39 40 41 42 30313233343536373839 3 9 40 4 0 41 4 1 42 42 43 43 44 44 45 45 46 46 29 29 29 29.5 29.5 29 . 5 29 . 5 26 30 31 32 3 3 34 35 36 37 38 39 28 29 30 30 27 . 5 28.5 29.5 2 626 27272 7 2 8 292929 30 31 32 33 34 35 36 37 38 39 40 40 2 7 27 2 8 29 30 31 32 33 34 35 36 37 3 8 3940414243 4344444545 GRADE AT TOW-36.93 GRADE AT BOW-29.70 GRADE AT TOW-41.52 GRADE AT BOW-29.70 GRADE AT TOW-41.99 GRADE AT BOW-29.70 GRADE AT TOW-42.50 GRADE AT BOW-29.70 GRADE AT TOW-43.12 GRADE AT BOW-29.70 GRADE AT TOW-43.38 GRADE AT BOW-29.70 GRADE AT TOW-43.20 GRADE AT BOW-29.70 GRADE AT TOW-44.20 GRADE AT BOW-29.70 GRADE AT TOW-43.64 GRADE AT BOW-29.70 GRADE AT TOW-43.00 GRADE AT BOW-30.20 GRADE AT TOW-39.65 GRADE AT BOW-25.70 GRADE AT TOW-41.75 GRADE AT BOW-29.73 GRADE AT TOW-43.11 GRADE AT BOW-33.42 GRADE AT TOW-43.34 GRADE AT BOW-39.04 GRADE AT TOW-43.49 GRADE AT BOW-37.37 GRADE AT TOW-43.73 GRADE AT BOW-41.74 2 6 2 5 . 5 2 6 . 5 4 1 . 5 42. 5 4 2 . 5 43.5 43.5 4 1 . 5 42 . 5 4 2 . 5 43.5 43.5 2' SHOULDER (TYP.) 4H:1V FILL SLOPE (TYP.) 43 4 3 . 5 29 29 29 29 . 5 2 9 . 5 2 9 . 5 29 . 5 29 29 2 9 28 . 5 28 . 5 30 30 30 29 . 5 29 . 5 29 . 5 29 . 5 29 . 5 3 0 . 5 30 29 . 5 30 30 . 5 30 . 5 4 3 4 3 29 © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ I L M B P 3 - C G - 1 0 0 - 1 0 4 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 1 9 / 2 0 2 5 9 : 5 7 A M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: KEYMAP PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: X X X X XX X X X GATE FENC E 5' SI D E W A L K XX DN 1 2 3 4 FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 LEGEND EXISTING STORM INLET EXISTING STORM MANHOLE EXISTING MINOR CONTOUR (0.5 FT) EXISTING MAJOR CONTOUR (1 FT) EXISTING STORM PIPE PROPOSED STORM INLET PROPOSED STORM MANHOLE PROPOSED MINOR CONTOUR (0.25 FT) PROPOSED MAJOR CONTOR (1 FT) PROPOSED STORM PIPE 27.00 27.5 27.0 26.5 LIMITS OF DISTURBANCE MATCHLINE SEE CG-101 MATCHLINE SEE CG-103 MA T C H L I N E S E E C G - 1 0 4 SCB SCB GRADING PLAN (SHEET 2 OF 4) AGS CG-102 NOTES 1.EXISTING INFORMATION IS BASED ON: a. JULY 15, 2022, SURVEY AND JANUARY 12, 2024 SURVEY. b.PROPOSED DESIGN SURFACE FROM PHASE 1A AND PHASE 1B. 2.DATUM ELEVATION 43.7' EQUALS REFERENCE ELEVATION 100'-0" TICKET LEVEL AS SEEN IN VOLUME 2. EXISTING TERMINAL TIE IN ELEVATIONS SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 3.DATUM ELEVATION 29.7' EQUALS REFERENCE ELEVATION 86'-0" LEVEL 1 AS SEEN IN VOLUME 1. 1 8 " R C P 15" R C P 24 " R C P 24 " R C P 3 0 " R C P 24 " R C P X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 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 XXXXXXXXXXXXXXXXXXXXXX XX X X X X X X XX XXXXXXXXXXXXXXXXXXXXXX W W W W W W W W W W W WWWW S SA N SA N W W MH MH 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 S A N SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN S S S WW W W W W W W W W W W W W W W GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS W W W W W W W W W W W GAS GAS GAS GAS GAS GAS GAS GAS G G SAN SAN SAN SAN SAN SAN SAN SAN W W W W W W SAN SAN SAN SAN SAN SAN S A N S A N SAN S A N S A N W W W W W W W W W 8"P V C INV . 27.1 7 INV . 27.2 6 RIP - R A P W BA C K F L O W PR E V E N T E R WA T E R MET E R 33 34 35 36 37 38 39 40 41 42 37 38 39 40 41 38 39 40 41 42 35 36 37 38 39 40 41 42 29 30 29.5 30.5 29 3 0 3 1 31 2 9 . 5 3 0 . 5 31.5 31.5 28 2 8 29 29 29 2 9 29 303030 3 1 32 33 34 3 5 36 37 3 8 39 GRADE AT TOW-42.00 GRADE AT BOW-30.20 GRADE AT TOW-40.44 GRADE AT BOW-30.17 GRADE AT TOW-36.65 GRADE AT BOW-30.24 36 3 7 3 8 39 40 41 42 2' SHOULDER (TYP.) 4H:1V FILL SLOPES (TYP.) 29 3 0 31 29.5 3 0 . 5 3 0 2 9 . 5 29.5 30. 5 3 1 31 31 31.5 30 30.5 31 31 31 31.5 29 . 5 29 29.5 30 31 31.5 32 34 3 3 3 2 GRADE AT TOW-31.50 GRADE AT BOW-31.00 © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ I L M B P 3 - C G - 1 0 0 - 1 0 4 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 1 9 / 2 0 2 5 9 : 5 7 A M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: KEYMAP PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: X X X X XX X X X GATE FENC E 5' SI D E W A L K XX DN 1 2 3 4 FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 LEGEND EXISTING STORM INLET EXISTING STORM MANHOLE EXISTING MINOR CONTOUR (0.5 FT) EXISTING MAJOR CONTOUR (1 FT) EXISTING STORM PIPE PROPOSED STORM INLET PROPOSED STORM MANHOLE PROPOSED MINOR CONTOUR (0.5 FT) PROPOSED MAJOR CONTOR (1 FT) PROPOSED STORM PIPE 27.00 27.5 27.0 26.5 LIMITS OF DISTURBANCE MATCHLINE SEE CG-102 SCB SCB GRADING PLAN (SHEET 3 OF 4) AGS CG-103 NOTES 1.EXISTING INFORMATION IS BASED ON: a. JULY 15, 2022, SURVEY AND JANUARY 12, 2024 SURVEY. b.PROPOSED DESIGN SURFACE FROM PHASE 1A AND PHASE 1B. 2.DATUM ELEVATION 43.7' EQUALS REFERENCE ELEVATION 100'-0" TICKET LEVEL AS SEEN IN VOLUME 2. EXISTING TERMINAL TIE IN ELEVATIONS SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 3.DATUM ELEVATION 29.7' EQUALS REFERENCE ELEVATION 86'-0" LEVEL 1 AS SEEN IN VOLUME 1. 7 2 " R C P 3 6 " R C P 24 " R C P XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX SAN SA N SAN SA N SAN SA N SAN SA N S A N S A N S A N S A N S A N S A N S A N S A N S A N S A N SAN SAN SAN SAN SAN SAN SAN SAN S S S W W W W W W W W W W W GAS GAS GAS GAS GAS GAS GAS GAS GAS W W W W 25 26 26 2 6 2 6 2 7 2727 27 26 . 5 26 26 25 . 5 25 25 24.5 24.5 2 5 25 25 26 27 2 5 . 5 26.5 26.5 26 . 5 25 24 . 5 25 24 . 5 25 . 5 25 26 2 4 . 5 25 . 5 23 24 24 24 23 . 5 24.5 © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ I L M B P 3 - C G - 1 0 0 - 1 0 4 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 1 9 / 2 0 2 5 9 : 5 7 A M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: KEYMAP PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: X X X X XX X X X GATE FENC E 5' SI D E W A L K XX DN 1 2 3 4 FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 LEGEND NOTES 1.EXISTING INFORMATION IS BASED ON: a. JULY 15, 2022, SURVEY AND JANUARY 12, 2024 SURVEY. b.PROPOSED DESIGN SURFACE FROM PHASE 1A AND PHASE 1B. 2.DATUM ELEVATION 43.7' EQUALS REFERENCE ELEVATION 100'-0" TICKET LEVEL AS SEEN IN VOLUME 2. EXISTING TERMINAL TIE IN ELEVATIONS SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 3.DATUM ELEVATION 29.7' EQUALS REFERENCE ELEVATION 86'-0" LEVEL 1 AS SEEN IN VOLUME 1. EXISTING STORM INLET EXISTING STORM MANHOLE EXISTING MINOR CONTOUR (0.5 FT) EXISTING MAJOR CONTOUR (1 FT) EXISTING STORM PIPE PROPOSED STORM INLET PROPOSED STORM MANHOLE PROPOSED MINOR CONTOUR (0.5 FT) PROPOSED MAJOR CONTOR (1 FT) PROPOSED STORM PIPE 27.00 27.5 27.0 26.5 LIMITS OF DISTURBANCE MA T C H L I N E S E E C G - 1 0 2 SCB SCB GRADING PLAN (SHEET 4 OF 4) AGS CG-104 X X X X X X X X X X X X X X X X X X X X X X X 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 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXX XX XX XXXXXX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX X X XXXXXX M W W W W W W W W W W W W W W W W W W S SSANSANSAN SA N SA N SA N SA N SA N S SAN W S W M SA N S M 18 " R C P 36" R C P 15" R C P 15 " R C P 24" R C P 24" R C P 30 " R C P 24 " R C P 72 " R C P 18" R C P 18" R C P 18 " R C P 48" R C P 48" R C P 15" RCP 15" R C P 18 " R C P 18" R C P 24" RC P 30" RCP 48 " R C P 54" RCP 54" R C P 54 " R C P 54 " R C P 54 " R C P 18" RCP18" RCP 30 " R C P 18" RCP 18 " R C P 30 " R C P 3 0 " R C P 60" RCP 24" R C P 24" RC P 30" R C P 18 " R C P 15" C M P 12 " R C P 72 " R C P EXISTING WING WALL EXISTING WING WALL 36 " R C P 24" R C P MH MH 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 W 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 SAN SAN SAN SAN SAN SAN S A N S A N S A N SAN SAN S A N S A N SAN SAN SAN SAN SAN SAN SAN SAN SAN S S S S S S S S S S S S S S S S S S S 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 GAS GAS GAS SAN SAN SAN S 12" 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 W W W G G G GAS GAS G G GAS GAS GAS GA S GA S GA S S S SAN SAN S A N S A N S A N S A N W W W W W S A N S A N SA N S A N S A N W W W W SA N SA N S A N W W WWWW W W W W S A N S A N S A N S A N S A N S A N SA N SA N SA N SA N SA N SA N S S S S S S S S S SA N SA N SAN SAN SAN SAN SA N SA N S S W W W W W W W W W W W W W W W W W W W W W S W W W W W W W W W W W W W W W W 8" W A T E R SAN SAN SAN W W SAN W 8" WA T E R S S SAN GA S GA S GA S GA S WATE R VALVE W GAS GAS GAS GAS GAS GAS 4 1 2 3 © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ I L M B P 3 - C G - 1 4 0 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 2 3 / 2 0 2 5 3 : 5 2 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 200100100 100 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 CG-140 JKK AGS DMS PROPOSED DRAINAGE PLAN OVERVIEW LEGEND NOTES 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022 AND JANUARY 12, 2024, SURVEY. b.NOVEMBER LOT F IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. 2.REFER TO SHEETS CS-300 - CS-304 FOR GEOMETRY LAYOUT INFORMATION. 3.REFER TO CD-100 - CD-104 FOR UTILITY ABANDONMENT/REMOVAL REQUIREMENTS. 4.SHEETS CG-140 - CG-144 TO BE PRINTED IN COLOR. 5.CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE ON THE PROJECT AT ALL TIMES. IF DURING SIGNIFICANT RAIN EVENTS AREAS CANNOT BE MAINTAINED, THE CONTRACTOR SHALL UTILIZE PUMPS AND DEWATERING BAGS TO MAINTAIN SITE. 6.ALL UNDERDRAIN PIPE IS 6" PERFORATED PVC UNLESS OTHERWISE NOTED. 7.CONTRACTOR IS RESPONSIBLE FOR CONFIRMING LOCATIONS OF CANOPY COLUMN DOWNSPOUTS PRIOR TO CONNECTION INSTALLATION. REFER TO VOLUME 1 AND VOLUME 2 FOR CANOPY FOUNDATION PLANS. CONTRACTOR TO INSTALL CONNECTIONS PER MANUFACTURER RECOMMENDATION. 8.ALL CANOPY DOWNSPOUT LATERAL PIPES SHALL BE MINIMUM 8" PVC. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE FROM DOWNSPOUT CONNECTION POINT TO DRAINAGE STRUCTURE. 9.CONTRACTOR IS RESPONSIBLE FOR CONFIRMING LOCATIONS OF EXISTING ROOF DRAIN LOCATIONS AND INVERTS BEFORE CONNECTION TO OVERALL SYSTEM. PROPOSED BP3-PH2 DROP INLET/ CATCH BASIN (S-XX-XX) PROPOSED BP3-PH2 STORM DRAINAGE LINE EXISTING STORM DRAINAGE LINE PROPOSED BP3-PH2 MANHOLE (S-XX-XX) PROPOSED BP1-PH1A/BP2-PH1B DROP INLET/ CATCH BASIN PROPOSED BP1-PH1A/BP2-PH1B MANHOLE EXISTING DROP INLET/ CATCH BASIN EXISTING MANHOLE PROPOSED BP1-PH1A/BP2-PH1B STORM DRAINAGE LINE PROPOSED BP3-PH2 STORM UNDERDRAIN PROPOSED BP3-PH2 UNDERDRAIN CLEANOUT (CO-XX) APPROXIMATE CONNECTION POINT TO CANOPY DOWNSPOUT (DS-XX) PROPOSED BP3-PH2 CONCRETE ENDWALL (S-XX-XX) 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 XX XX XX XX XX XX XX XX XX W W W W W M 36" R C P EX-OUTFALL-001A2 S-01-14 S-01-16 S-01-15 S-01-12 S-01-04 S-01-13 EX_S-01-31 S-01-10 S-01-07 S-01-42 S-01-03 S-01-11 S-01-06B S-01-06A S-01-17 118 LF 42" CL III RCP @ 0.32% 12 0 L F 1 5 " C L I I I R C P @ 0 . 9 4 % 12 0 L F 1 5 " C L I I I R C P @ 1 . 7 1 % 12 5 L F 3 0 " C L I I I R C P @ 0 . 2 6 % 63 LF 24" CL III RCP @ 0.21% 39 LF 15" CL III RCP @ 0.43% 147 LF 2 4 " C L I I I R C P @ 0 . 5 1 % 69 LF 48" CL III RCP @ 0.20% 70 LF 42" CL III RCP @ 0.32% 37 LF 48" CL III RCP @ 1.80% EX I S T I N G 4 0 2 ' L F 4 8 " R C P 227 LF 24" CL III RCP @ 0.49% 57 LF 24" CL III RCP @ 0.09% 35 LF 15" CL III RCP @ 0.50% 35 LF 15" CL III RCP @ 0.50% 71 LF 24" CL III RCP @ 0.50% E X I S T I N G 2 3 9 ' L F 4 8 " R C P 7 2 " R C P EXISTING WING WALL EXISTING WING WALL 91 LF 30" CL III RCP @ 0.29% W SAN SAN SAN SAN SAN SAN S GAS GAS GAS W W WW W 234' LF 2 4 " C L I I I R C P @ 1 . 0 2 % 15' LF 24" CL III RCP @ 1.03% 27 53+ 28 00+ 29 00+ 30 00+ 31 00 + 32 00 + 33 00 + 34 00 + 35 33 55 + 3 4 00 + 0 0 + S-02-17 S-02-15 S-02-18 S-02-19 CO-12 S-02-20 S-02-34 S-02-35 S-02-21 S-02-36 S-02-40 S-02-22 S-02-38 S-02-39 S-02-24 S-02-41 S-02-25 S-02-37 S-02-26 S-02-42 38' LF 15" CL III RCP @ 0.81% 96' LF 18" CL III RCP @ 1.00% 120' LF 24" CL III RCP @ 1.00% 88' LF 24" CL III RCP @ 1.00% 188' LF 24" CL III RCP @ 1.00% 190' LF 24" CL III RCP @ 0.21% 44' LF 24" CL III RCP @ 0.22% 9' LF 15" CL III RCP @ 1.59% 27' LF 15" CL III RCP @ 1.50% 123' LF 24" CL III RCP @ 1.00% 142' LF 24" CL III RCP @ 0.15% 126' LF 36" CL III RCP @ 0.35% 100' LF 36" CL III RCP @ 0.40% 29' LF 42" CL III RCP @ 0.35% 162' LF 42" CL III RCP @ 0.35% 55' LF 24" CL III RCP @ 1.01% 139' LF 36" CL III RCP @ 0.38% 136' LF 4 2 " C L I I I RCP @ 0 . 4 0 % 67 LF 6" NON-PERFORATED PVC @ 0.37% S-02-28 158' L F 4 2 " C L I I I RCP @ 0 . 4 1 % S-02-49 41' L F 4 2 " C L I I I RCP @ 0 . 4 9 % S-02-48 CO-16 44 L F 6 " P V C @ 2 . 0 6 % B-31 81 L F 6 " P V C @ 2 . 0 9 % B-32 6 2 L F 6 " P V C @ 2 . 1 1 % B-33 18 LF 6" NON-PERFORATED PVC @ 2.27% © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ I L M B P 3 - C G - 1 4 0 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 2 3 / 2 0 2 5 3 : 5 2 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: KEYMAP PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: X X X X XX X X X GATE FENC E 5' SI D E W A L K XX DN 1 2 3 4 FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 CG-141 JKK DMS PROPOSED DRAINAGE PLAN (SHEET 1 OF 4) LEGEND MATCHLINE SEE CG-142 MA T C H L I N E S E E C G - 1 4 4 SYSTEM #12 PROFILE SHEET CG-151 CONNECT PROPOSED PIPE TO EXISTING MANHOLE S-02-03 INSTALLED IN PHASE 1A (CONTRACTOR TO FIELD VERIFY INVERT AT MANHOLE) CONNECT PROPOSED PIPE TO EXISTING INLET S-02-01 INSTALLED IN PHASE 1A (CONTRACTOR TO FIELD VERIFY INVERT AT INLET) NOTES PROPOSED BP3-PH2 DROP INLET/ CATCH BASIN (S-XX-XX) PROPOSED BP3-PH2 STORM DRAINAGE LINE EXISTING STORM DRAINAGE LINE PROPOSED BP3-PH2 MANHOLE (S-XX-XX) PROPOSED BP1-PH1A/BP2-PH1B DROP INLET/ CATCH BASIN PROPOSED BP1-PH1A/BP2-PH1B MANHOLE EXISTING DROP INLET/ CATCH BASIN EXISTING MANHOLE PROPOSED BP1-PH1A/BP2-PH1B STORM DRAINAGE LINE PROPOSED BP3-PH2 STORM UNDERDRAIN PROPOSED BP3-PH2 UNDERDRAIN CLEANOUT (CO-XX) APPROXIMATE CONNECTION POINT TO CANOPY DOWNSPOUT (DS-XX) PROPOSED BP3-PH2 CONCRETE ENDWALL (S-XX-XX) SYSTEM #8 PROFILE SHEET CG-148 SYSTEM #9 PROFILE SHEET CG-149 SYSTEM #10 PROFILE SHEET CG-150 SYSTEM #11 PROFILE SHEET CG-151 INSTALL 523 LF OF 4 FOOT WIDE CONCRETE PAVED BERM DITCH - NCDOT STD 850.01 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022 AND JANUARY 12, 2024, SURVEY. b.NOVEMBER LOT F IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. 2.REFER TO SHEETS CS-300 - CS-304 FOR GEOMETRY LAYOUT INFORMATION. 3.REFER TO CD-100 - CD-104 FOR UTILITY ABANDONMENT/REMOVAL REQUIREMENTS. 4.SHEETS CG-140 - CG-144 TO BE PRINTED IN COLOR. 5.CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE ON THE PROJECT AT ALL TIMES. IF DURING SIGNIFICANT RAIN EVENTS AREAS CANNOT BE MAINTAINED, THE CONTRACTOR SHALL UTILIZE PUMPS AND DEWATERING BAGS TO MAINTAIN SITE. 6.ALL UNDERDRAIN PIPE IS 6" PERFORATED PVC UNLESS OTHERWISE NOTED. 7.CONTRACTOR IS RESPONSIBLE FOR CONFIRMING LOCATIONS OF CANOPY COLUMN DOWNSPOUTS PRIOR TO CONNECTION INSTALLATION. REFER TO VOLUME 1 AND VOLUME 2 FOR CANOPY FOUNDATION PLANS. CONTRACTOR TO INSTALL CONNECTIONS PER MANUFACTURER RECOMMENDATION. 8.ALL CANOPY DOWNSPOUT LATERAL PIPES SHALL BE MINIMUM 8" PVC. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE FROM DOWNSPOUT CONNECTION POINT TO DRAINAGE STRUCTURE. 9.CONTRACTOR IS RESPONSIBLE FOR CONFIRMING LOCATIONS OF EXISTING ROOF DRAIN LOCATIONS AND INVERTS BEFORE CONNECTION TO OVERALL SYSTEM. EXISTING STORMWATER PRETREATMENT FACILITY. SEE SHEET CG-101 FOR EXISTING GRADING. PROPOSED STORMWATER PRETREATMENT FACILITY. SEE SHEET CG-101 FOR PROPOSED GRADING. X X X X X X X X X X X X X X X X X X M W W W W W W W W W W W W W W W W W W W W W W W W W W 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 S S A N S A N S A N 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 SAN SAN SAN SAN W W W S W M W SA N SA N SA N S S-01D-03 S-01D-01 10 7 L F 2 4 " C L I I I R C P @ 0 . 4 7 % S-01-31A S-01-39 S-01-27 S-01-38 S-01-35 S-01-36 S-01-34 S-01-26 S-01-24 S-01-32 S-01-23 118 LF 36" CL III RCP @ 1.15% 68 LF 36" CL III RCP @ 1.23% 15 4 L F 1 5 " C L I I I R C P @ 1 . 0 0 % 15 4 L F 2 4 " C L I I I R C P @ 1 . 0 0 % 12 0 L F 1 5 " C L I I I R C P @ 1 . 0 0 % 12 0 L F 1 5 " C L I I I R C P @ 1 . 0 0 % 12 0 L F 1 5 " C L I I I R C P @ 1 . 0 0 % 92 LF 15" CL III RCP @ 1.00% 64 LF 24" CL III RCP @ 0.30% 118 LF 18" CL III RCP @ 0.79% 120 LF 24" CL III RCP @ 0.63% 59 LF 30" CL III RCP @ 1.71% 73 L F 1 8 " C L I I I R C P @ 1 . 0 0 % 126 LF 30" CL III RCP @ 1 . 7 2 % 73 L F 1 5 " C L I I I R C P @ 0 . 9 2 % 70 L F 2 4 " C L I I I R C P @ 0 . 4 3 % S-01-20 11 1 L F 3 0 " C L I I I R C P @ 0 . 4 5 % S-01-18B S A N S A N S A N 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 SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN 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 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 S A N S A N S A N 35 00 + 36 00 + 37 00 + 38 00 + 39 00 + 40 00 + 41 00 + 42 00 + 43 00 + 3 5 + 36 00 + 37 00 + 38 00 + 39 00 + 40 00 + 41 00 + 42 00 + 43 00 + S-03-04 S-02-04 S-03-03 S-02-03 S-03-01 S-03-05 S-03-11 S-02-01 S-02-06 DS-27 S-03-07A S-03-16 S-02-07 S-02-10 S-02-08 CO-11 S-02-11 S-02-09A S-02-12 S-02-09B S-02-14 S-02-13 CO-07 CO-08 B-03 B-04 CO-06 CO-05 B-01 CO-03 B-19 S-02-27A S-03-14A S-03-14B S-02-43 S-02-45 S-01D-12 S-02-46 S-02-44 S-01-18 S-01-46 S-01D-12A S-01-45 S-02-29 S-01-44 DS-05 S-02-31 S-02-33 S-02-23 DS-01 DS-04 DS-43 DS-15 DS-16 DS-41 DS-42 DS-49 DS-48 DS-44 DS-46 DS-45 DS-32 DS-31 DS-26 DS-02 DS-08 DS-07 DS-12 DS-11 DS-14 DS-13 DS-39 DS-33 DS-34 DS-36 DS-38 DS-37 DS-40 CO-10 B-14 CO-09B-12 CO-04B-11 CO-02 B-18 DS-25 DS-17 DS-47 DS-30 DS-28 DS-03 DS-06 DS-10 DS-35 B-13 B-10 DS-24 DS-29 DS-09 B-06 B-09 B-05DS-23 B-07 B-08 DS-22 DS-21 DS-20 DS-19 DS-18 B-16 B-15 B-20 B-17 46' LF 15" CL III RCP @ 0.50% 62' LF 15" CL III RCP @ 0.83% 46' LF 15" CL III RCP @ 0.52% 69' LF 15" CL III RCP @ 0.46% 54' LF 15" CL III RCP @ 0.50% 72' LF 15" CL III RCP @ 0.50%44' LF 15" CL III RCP @ 0.61% 139' LF 18" CL III RCP @ 1.00% 57' LF 15" CL III RCP @ 0.46% 42' LF 15" CL III RCP @ 0.60% 51' LF 15" CL III RCP @ 0.51% 29 LF 12" PVC @ 0.17% 31 LF 12" PVC @ 1.61% 44 LF 12" PVC @ 0.68% 8 LF 12" PVC @ 1.00% 55 LF 12" PVC @ 1.00% 8 LF 12" PVC @ 0.65% 37 LF 12" PVC @ 0.95% 81' LF 15" CL III RCP @ 0.49% 95' LF 36" CL III RCP @ 0.35% 123' LF 30" CL III RCP @ 0.35% 121' LF 30" CL III RCP @ 0.35% 153' LF 24" CL III RCP @ 0.22% EX I S T I N G 22 3 ' L F 1 5 " R C P 11 LF 6" PVC @ 0.47% 9 LF 6" PVC @ 0.53% 1 LF 6" PVC @ 0.86% 116 L F 6 " P V C 4 LF 6" PVC @ 0.49% 19 LF 6" PVC @ 0.52% 21 LF 6" PVC 11 LF 6" PVC @ 0.55% 8 LF 6" PVC @ 0.53% 3 LF 6" PVC @ 0.74% 16 LF 6" PVC @ 0.50% 227 LF 6" PVC @ 0.51% 100' LF 15" CL III RCP @ 0.30% 4 LF 6" PVC @ 0.51% 12 LF 6" PVC @ 0.52% 2 LF 6" PVC @ 0.54% 1 LF 6" PVC @ 0.86% 68' LF 15" CL III RCP @ 0.59% 40' LF 15" CL III RCP @ 0.50% 40' LF 15" CL III RCP @ 0.50% 40' LF 15" CL III RCP @ 0.50% 55' LF 15" CL III RCP @ 0.51% 62' LF 15" CL III RCP @ 0.50% 51' LF 15" CL III RCP @ 0.73% 47' LF 15" CL III RCP @ 0.98% 4 LF 6" PVC @ 0.50% 24 LF 6" PVC @ 0.50% 226 LF 6" PVC @ 0.31% 91' LF 15" CL III RCP @ 0.50% 112' LF 30" CL III RCP @ 0.31% 80' LF 15" CL III RCP @ 0.50% 108' LF 15" CL III RCP @ 0.58% 47 LF 12" PVC @ 0.67% B-22 38 LF 12" PVC @ 0.47% 17 LF 15" PVC @ 0.74% B-23 S-02-45A 90' LF 24" CL III RCP @ 0.48% 70' LF 15" CL III RCP @ 0.72% 29 LF 4" PVC @ 0.70% B-24 256 LF 6" PVC @ 0.31% 140 L F 6 " P V C @ 0 . 3 4 % 300 LF 6" PVC @ 0.50% 31 LF 4" PVC @ 0.48% B-25 46 LF 4" PVC @ 0.65% 56 LF 6" PVC @ 0.53% B-26 28 LF 6" PVC @ 0.54% 30 LF 6" PVC @ 0.50% S-03-30 13 LF 6" PVC @ 0.50% S-01D-12B 64 LF 3" PVC 9 LF 4" PVC DS-50 DS-51 DS-52 DS-53 DS-54 DS-55 DS-56 DS-57 74 L F 6 " P V C @ 3 . 0 4 % CO-13 B-27 21 LF 6" PVC @ 3.15% 73 L F 6 " P V C @ 3 . 0 0 % B-28 B-29 90 LF 6" NON-PERFORATED PVC @ 3.00% CO-14 70 LF 6" PVC @ 2.14% B-30 21 LF 6" PVC @ 2.43% CO-15 32 0 L F 6 " P V C @ 3 . 0 3 % 21 LF 15" PVC @ 0.70% B-35 © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ I L M B P 3 - C G - 1 4 0 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 2 3 / 2 0 2 5 3 : 5 2 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: KEYMAP PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: X X X X XX X X X GATE FENC E 5' SI D E W A L K XX DN 1 2 3 4 FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 JKK AGS DMS PROPOSED DRAINAGE PLAN (SHEET 2 OF 4) MATCHLINE SEE CG-143 MA T C H L I N E S E E C G - 1 4 4 MATCHLINE SEE CG-141 CG-142 SYSTEM #1 PROFILE SHEET CG-145 SYSTEM #2 PROFILE SHEET CG-145 SYSTEM #3 PROFILE SHEET CG-146 LEGEND PROPOSED PARKING GARAGE CONNECT EXISTING PIPE TO PROPOSED DROP INLET S-02-23. NOTES PROPOSED BP3-PH2 DROP INLET/ CATCH BASIN (S-XX-XX) PROPOSED BP3-PH2 STORM DRAINAGE LINE EXISTING STORM DRAINAGE LINE PROPOSED BP3-PH2 MANHOLE (S-XX-XX) PROPOSED BP1-PH1A/BP2-PH1B DROP INLET/ CATCH BASIN PROPOSED BP1-PH1A/BP2-PH1B MANHOLE EXISTING DROP INLET/ CATCH BASIN EXISTING MANHOLE PROPOSED BP1-PH1A/BP2-PH1B STORM DRAINAGE LINE PROPOSED BP3-PH2 STORM UNDERDRAIN PROPOSED BP3-PH2 UNDERDRAIN CLEANOUT (CO-XX) APPROXIMATE CONNECTION POINT TO CANOPY DOWNSPOUT (DS-XX) PROPOSED BP3-PH2 CONCRETE ENDWALL (S-XX-XX) CONNECT TO PARKING GARAGE ROOF DRAIN. REFER TO VOLUME 1 FOR PLUMBING PLAN. SYSTEM #5 PROFILE SHEET CG-147 SYSTEM #6 PROFILE SHEET CG-147 SYSTEM #7 PROFILE SHEET CG-148 SYSTEM #9 PROFILE SHEET CG-149 SYSTEM #10 PROFILE SHEET CG-150 SYSTEM #11 PROFILE SHEET CG-151 SYSTEM #19 PROFILE SHEET CG-153 SYSTEM #18 PROFILE SHEET CG-153 SYSTEM #17 PROFILE SHEET CG-153 CONNECT TO PARKING GARAGE ROOF DRAIN. REFER TO VOLUME 1 FOR PLUMBING PLAN. CONNECT TO PARKING GARAGE ROOF DRAIN. REFER TO VOLUME 1 FOR PLUMBING PLAN. INSTALL 523 LF OF 4 FOOT WIDE CONCRETE PAVED BERM DITCH - NCDOT STD 850.01 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022 AND JANUARY 12, 2024, SURVEY. b.NOVEMBER LOT F IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. 2.REFER TO SHEETS CS-300 - CS-304 FOR GEOMETRY LAYOUT INFORMATION. 3.REFER TO CD-100 - CD-104 FOR UTILITY ABANDONMENT/REMOVAL REQUIREMENTS. 4.SHEETS CG-140 - CG-144 TO BE PRINTED IN COLOR. 5.CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE ON THE PROJECT AT ALL TIMES. IF DURING SIGNIFICANT RAIN EVENTS AREAS CANNOT BE MAINTAINED, THE CONTRACTOR SHALL UTILIZE PUMPS AND DEWATERING BAGS TO MAINTAIN SITE. 6.ALL UNDERDRAIN PIPE IS 6" PERFORATED PVC UNLESS OTHERWISE NOTED. 7.CONTRACTOR IS RESPONSIBLE FOR CONFIRMING LOCATIONS OF CANOPY COLUMN DOWNSPOUTS PRIOR TO CONNECTION INSTALLATION. REFER TO VOLUME 1 AND VOLUME 2 FOR CANOPY FOUNDATION PLANS. CONTRACTOR TO INSTALL CONNECTIONS PER MANUFACTURER RECOMMENDATION. 8.ALL CANOPY DOWNSPOUT LATERAL PIPES SHALL BE MINIMUM 8" PVC. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE FROM DOWNSPOUT CONNECTION POINT TO DRAINAGE STRUCTURE. 9.CONTRACTOR IS RESPONSIBLE FOR CONFIRMING LOCATIONS OF EXISTING ROOF DRAIN LOCATIONS AND INVERTS BEFORE CONNECTION TO OVERALL SYSTEM. CONNECT TO FOUNTAIN DRAIN. REFER TO VOLUME 1 FOR PLUMBING PLAN. CONNECT TO PUMP ROOM FLOOR DRAIN. REFER TO VOLUME 1 FOR PLUMBING PLAN. X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 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 XXXXXXXXXXXXXXXXXXXXXX XX X X X X X X XX XXXXXXXXXXXXXXXXXXXXXX W W W W W W W W W WWWWW SA N SA N S W W 1 8 " R C P 15" R C P 24 " R C P 24 " R C P 3 0 " R C P 24 " R C P S-01D-07 S-01D-06S-01D-08 S-01D-09 S-01D-15 S-01D-04 S-01D-05 S-01D-02 EX_S-01-16 92 LF 42" CL III RCP @ 0.25% 118 LF 42" CL III RCP @ 0.25% 129 LF 15" CL III RCP @ 1.00% 129 LF 18" CL III RCP @ 1.00% 94 L F 2 4 " C L I I I R C P @ 0 . 3 5 % 112 LF 42" CL III RCP @ 0.24% EX I S T I N G 2 1 2 ' L F 2 4 " R C P EXISTING 31' LF 24" RCP EXISTING 303' LF 30" RCP 11 0 L F 1 5 " C L I I I R C P @ 0 . 4 1 % 39 LF 24" CL III RCP @ 0.31% 30 LF 15" CL III RCP @ 0.50% 80 L F 1 5 " C L I I I R C P @ 0 . 5 0 % 21 LF 15" CL III RCP @ 1.19% 11 1 L F 3 0 " C L I I I R C P @ 0 . 4 5 % 13 1 L F 3 0 " C L I I I R C P @ 0 . 7 7 % 31 LF 30" CL III RCP @ 0.58% MH MH 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 S A N SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN S S S WW W W W W W W W W W W W W W W GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS W W W W W W W W W W W GAS GAS GAS GAS GAS GAS GAS GAS G G SAN SAN SAN SAN SAN SAN SAN SAN W W W W W W SAN SAN SAN SAN SAN SAN S A N S A N SAN S A N S A N W W W W W W W W W W 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% 149' LF 30 " C L I I I R C P @ 0 . 3 7 % 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% 80' LF 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% 87' LF 15" CL III RCP @ 0.48% 25' LF 15" CL III RCP @ 0.50% 44 00 + 4 5 0 0 + 4 6 0 0 + 47 00+ 48 00+ 49 00+50 00+ 50 83+ 44 00 + 45 00 + 4 6 0 0 + 46 50 + 81 LF 6" NON-PERFORATED PVC @ 0.49% 37 LF 6" PVC @ 0.53% 26 LF 6" PVC @ 0.57% S-03-09 S-03-10 S-03-13 S-03-12 S-03-18 S-03-22 S-03-20 S-03-21 S-03-25 S-03-29 S-03-28 S-01D-13B S-03-24 S-03-23 S-03-27 S-03-19 S-03-15 S-01D-13 S-03-17 CO-01 27' LF 18" CL III RCP @ 0.77% 166' LF 15" CL III RCP @ 1.80% 102' LF 24" CL III RCP @ 0.33% 34' LF 15" CL III RCP @ 0.50% 200' LF 15" CL III RCP @ 0.38% 46' LF 24" CL III RCP @ 0.50% 27' LF 15" CL III RCP @ 0.48% 116' LF 18" CL III RCP @ 1.03% 135' LF 18" CL III RCP @ 0.26% 10 LF 12" PVC @ 0.61% 62' LF 24" CL III RCP @ 0.40%147' LF 24" CL III RCP @ 0.54% 100' LF 15" CL III RCP @ 0.30% 114' LF 18" CL III RCP @ 0.26% 65' LF 24 " C L I I I R C P @ 0 . 2 9 % 34' LF 15" CL III RCP @ 0.38%11' LF 15" CL III RCP @ 0.41% 300 LF 6" PVC @ 0.50% 9' LF 18" CL III RCP @ 0.95% 30' LF 30" CL III RCP @ 0.27% 40 LF 12" PVC @ 0.56% B-21 79' LF 15" CL III RCP @ 1.84% S-03-07B S-03-31 66' LF 18" CL III RCP @ 0.30% CO-17 B-34 © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ I L M B P 3 - C G - 1 4 0 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 2 3 / 2 0 2 5 3 : 5 2 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: KEYMAP PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: X X X X XX X X X GATE FENC E 5' SI D E W A L K XX DN 1 2 3 4 FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 JKK AGS DMS PROPOSED DRAINAGE PLAN (SHEET 3 OF 4) MATCHLINE SEE CG-142 CG-143 SYSTEM #15 PROFILE SHEET CG-152 CAP EXISTING PIPE LEGEND PROPOSED PARKING GARAGE CONNECT PROPOSED PIPE TO EXISTING PHASE 1B STRUCTURE S-03-24 (CONTRACTOR TO FIELD VERIFY INVERT AT INLET) SYSTEM #5 PROFILE SHEET CG-147 SYSTEM #13 PROFILE SHEET CG-152 SYSTEM #14 PROFILE SHEET CG-152 SYSTEM #3 PROFILE SHEET CG-146 SYSTEM #16 PROFILE SHEET CG-152 NOTES PROPOSED BP3-PH2 DROP INLET/ CATCH BASIN (S-XX-XX) PROPOSED BP3-PH2 STORM DRAINAGE LINE EXISTING STORM DRAINAGE LINE PROPOSED BP3-PH2 MANHOLE (S-XX-XX) PROPOSED BP1-PH1A/BP2-PH1B DROP INLET/ CATCH BASIN PROPOSED BP1-PH1A/BP2-PH1B MANHOLE EXISTING DROP INLET/ CATCH BASIN EXISTING MANHOLE PROPOSED BP1-PH1A/BP2-PH1B STORM DRAINAGE LINE PROPOSED BP3-PH2 STORM UNDERDRAIN PROPOSED BP3-PH2 UNDERDRAIN CLEANOUT (CO-XX) APPROXIMATE CONNECTION POINT TO CANOPY DOWNSPOUT (DS-XX) PROPOSED BP3-PH2 CONCRETE ENDWALL (S-XX-XX) CONNECT TO PARKING GARAGE ROOF DRAIN. REFER TO VOLUME 1 FOR PLUMBING PLAN. 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022 AND JANUARY 12, 2024, SURVEY. b.NOVEMBER LOT F IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. 2.REFER TO SHEETS CS-300 - CS-304 FOR GEOMETRY LAYOUT INFORMATION. 3.REFER TO CD-100 - CD-104 FOR UTILITY ABANDONMENT/REMOVAL REQUIREMENTS. 4.SHEETS CG-140 - CG-144 TO BE PRINTED IN COLOR. 5.CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE ON THE PROJECT AT ALL TIMES. IF DURING SIGNIFICANT RAIN EVENTS AREAS CANNOT BE MAINTAINED, THE CONTRACTOR SHALL UTILIZE PUMPS AND DEWATERING BAGS TO MAINTAIN SITE. 6.ALL UNDERDRAIN PIPE IS 6" PERFORATED PVC UNLESS OTHERWISE NOTED. 7.CONTRACTOR IS RESPONSIBLE FOR CONFIRMING LOCATIONS OF CANOPY COLUMN DOWNSPOUTS PRIOR TO CONNECTION INSTALLATION. REFER TO VOLUME 1 AND VOLUME 2 FOR CANOPY FOUNDATION PLANS. CONTRACTOR TO INSTALL CONNECTIONS PER MANUFACTURER RECOMMENDATION. 8.ALL CANOPY DOWNSPOUT LATERAL PIPES SHALL BE MINIMUM 8" PVC. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE FROM DOWNSPOUT CONNECTION POINT TO DRAINAGE STRUCTURE. 9.CONTRACTOR IS RESPONSIBLE FOR CONFIRMING LOCATIONS OF EXISTING ROOF DRAIN LOCATIONS AND INVERTS BEFORE CONNECTION TO OVERALL SYSTEM. CONNECT PROPOSED PIPE TO EXISTING PHASE 1B STRUCTURE S-01D-07 (CONTRACTOR TO FIELD VERIFY INVERT AT INLET) XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX S-01B-01 S-01B-04 EX_S-01-13 S-01B-05 EX_S-01-05 EX_S-01-06 S-01B-02 S-01A-11 S-01A-12 EX_S-01-11 EX_S-01-12 S-01B-03 S-01A-13 S-01A-07 S-01A-03 S-01A-05 S-01A-08 S-01A-04 S-01A-06 S-01A-10 E X I S T I N G 3 8 1 ' L F 7 2 " R C P EXISTING 109' LF 48" RCP EXISTING 35' LF 60" RCP EXISTING 107' LF 72" RCP EXISTING 281' LF 72" RCP EXISTING 371' LF 48" RCP EXISTING 880' LF 72" RCP EX I S T I N G 3 3 6 ' L F 4 8 " R C P 155 LF 36" CL III RC P @ 0 . 3 5 % 19 0 L F 2 4 " C L I I I R C P @ 0 . 5 3 % 107 LF 18" CL III RCP @ 0.50% 10 3 L F 2 4 " C L I I I R C P @ 0 . 4 6 % 129 LF 30" CL III RCP @ 0.50% 12 0 L F 2 4 " C L I I I R C P @ 0 . 5 0 % 107 LF 18" CL III RCP @ 0.50% 130 LF 18" CL III RCP @ 0.54% 107 LF 18" CL III RCP @ 0.50% 10 5 L F 1 8 " C L I I I R C P @ 0 . 2 0 % 12 0 L F 1 8 " C L I I I R C P @ 0 . 4 0 % 12 0 L F 1 8 " C L I I I R C P @ 0 . 2 0 % 107 LF 24" CL III RCP @ 0.50% 127 LF 15" CL III RCP @ 0.50% 77 L F 1 5 " C L I I I R C P @ 0 . 9 4 % 74 LF 15" CL III RCP @ 0.50% 30 LF 15" CL III RCP @ 0.50% S-01-25 S-01-09 S-01-22 227 LF 48" CL III RCP @ 1.00% 31 0 L F 4 2 " C L I I I R C P @ 0 . 5 6 % 12 0 L F 4 8 " C L I I I R C P @ 0 . 5 0 % 7 2 " R C P 3 6 " R C P 24 " R C P SAN SA N SAN SA N SAN SA N SAN SA N S A N S A N S A N S A N S A N S A N S A N S A N S A N S A N SAN SAN SAN SAN SAN SAN SAN SAN S S S W W W W W W W W W W W GAS GAS GAS GAS GAS GAS GAS GAS GAS W W W W 84' LF 42" CL III RCP @ 0.49% 38' LF 15" CL III RCP @ 0.50% 93' LF 15" CL III RCP @ 0.51% 109' LF 15" CL III RCP @ 0.52% 36' LF 15" CL III RCP @ 0.50% 102' LF 18" CL III RCP @ 1.10% 70' LF 18" CL III RCP @ 1.10% 98' LF 15" CL III RCP @ 0.49% 1 6 2 ' L F 1 5 " C L I I I R C P @ 0 . 4 9 % 25' LF 42" CL III RCP @ 0.52% 12' LF 15" CL III RCP @ 1.29% 22' LF 15" CL III RCP @ 0.50% 168' LF 42" CL III RCP @ 0.49% 45' LF 15" CL III RCP @ 0.52% 19' LF 15" CL III RCP @ 0.79% S-01A-22 73' LF 15" CL III RCP @ 0.55% 75' LF 15" CL III RCP @ 0.52% S-01A-21 10' LF 15" CL III RCP @ 0.99% S-01A-20 © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ I L M B P 3 - C G - 1 4 0 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 2 3 / 2 0 2 5 3 : 5 3 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: KEYMAP PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: X X X X XX X X X GATE FENC E 5' SI D E W A L K XX DN 1 2 3 4 FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 JKK AGS DMS PROPOSED DRAINAGE PLAN (SHEET 4 OF 4) CG-144 MA T C H L I N E S E E C G - 1 4 2 LEGEND MA T C H L I N E S E E C G - 1 4 1 NOTES PROPOSED BP3-PH2 DROP INLET/ CATCH BASIN (S-XX-XX) PROPOSED BP3-PH2 STORM DRAINAGE LINE EXISTING STORM DRAINAGE LINE PROPOSED BP3-PH2 MANHOLE (S-XX-XX) PROPOSED BP1-PH1A/BP2-PH1B DROP INLET/ CATCH BASIN PROPOSED BP1-PH1A/BP2-PH1B MANHOLE EXISTING DROP INLET/ CATCH BASIN EXISTING MANHOLE PROPOSED BP1-PH1A/BP2-PH1B STORM DRAINAGE LINE PROPOSED BP3-PH2 STORM UNDERDRAIN PROPOSED BP3-PH2 UNDERDRAIN CLEANOUT (CO-XX) APPROXIMATE CONNECTION POINT TO CANOPY DOWNSPOUT (DS-XX) PROPOSED BP3-PH2 CONCRETE ENDWALL (S-XX-XX) 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022 AND JANUARY 12, 2024, SURVEY. b.NOVEMBER LOT F IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. 2.REFER TO SHEETS CS-300 - CS-304 FOR GEOMETRY LAYOUT INFORMATION. 3.REFER TO CD-100 - CD-104 FOR UTILITY ABANDONMENT/REMOVAL REQUIREMENTS. 4.SHEETS CG-140 - CG-144 TO BE PRINTED IN COLOR. 5.CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE ON THE PROJECT AT ALL TIMES. IF DURING SIGNIFICANT RAIN EVENTS AREAS CANNOT BE MAINTAINED, THE CONTRACTOR SHALL UTILIZE PUMPS AND DEWATERING BAGS TO MAINTAIN SITE. 6.ALL UNDERDRAIN PIPE IS 6" PERFORATED PVC UNLESS OTHERWISE NOTED. 7.CONTRACTOR IS RESPONSIBLE FOR CONFIRMING LOCATIONS OF CANOPY COLUMN DOWNSPOUTS PRIOR TO CONNECTION INSTALLATION. REFER TO VOLUME 1 AND VOLUME 2 FOR CANOPY FOUNDATION PLANS. CONTRACTOR TO INSTALL CONNECTIONS PER MANUFACTURER RECOMMENDATION. 8.ALL CANOPY DOWNSPOUT LATERAL PIPES SHALL BE MINIMUM 8" PVC. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE FROM DOWNSPOUT CONNECTION POINT TO DRAINAGE STRUCTURE. 9.CONTRACTOR IS RESPONSIBLE FOR CONFIRMING LOCATIONS OF EXISTING ROOF DRAIN LOCATIONS AND INVERTS BEFORE CONNECTION TO OVERALL SYSTEM. SYSTEM #20 PROFILE SHEET CG-153 SYSTEM #21 PROFILE SHEET CG-153 CONNECT PROPOSED PIPE TO EXISTING DRAINAGE STRUCTURE (CONTRACTOR TO FIELD VERIFY INVERT AT INLET) CONNECT PROPOSED PIPE TO EXISTING DRAINAGE STRUCTURE (CONTRACTOR TO FIELD VERIFY INVERT AT INLET) SYSTEM #2 PROFILE 32 34 36 38 40 42 44 46 48 50 52 32 34 36 38 40 42 44 46 48 50 52 SYSTEM #1 PROFILE 32 34 36 38 40 42 44 46 48 50 52 32 34 36 38 40 42 44 46 48 50 52 -1+00 38 . 2 1 43 . 1 5 0+00 42 . 0 0 43 . 2 6 42 . 3 8 42 . 9 6 1+00 2+00 3+00 -1+00 40 . 5 0 42 . 2 8 0+00 41 . 1 4 42 . 4 3 41 . 7 0 43 . 0 4 1+00 2+00 3+00 EXISTING GRADE EXISTING GRADE PROPOSED GRADE PROPOSED GRADE 46' LF 15" CL III RCP @ 0.50% 57' LF 15" CL III RCP @ 0.46% 46' LF 15" CL III RCP @ 0.52% 51' LF 15" CL III RCP @ 0.51% S-03-01 RIM ELEV. = 42.65 SE INV. OUT (15")= 37.91 S-03-03 RIM ELEV. = 42.68 NW INV. IN (15") = 37.68 SW INV. IN (15") = 37.42 E INV. IN (12") = 37.65 NE INV. OUT (15")= 37.42 S-03-04 RIM ELEV. = 43.02 SE INV. IN (12") = 38.00 NE INV. OUT (15")= 37.68 S-03-11 RIM ELEV. = 42.45 NE INV. IN (15") = 38.15 SE INV. OUT (15")= 38.15 S-03-16 RIM ELEV. = 42.30 SW INV. OUT (15")= 38.41 S-03-05 RIM ELEV. = 42.50 SW INV. IN (15") = 36.91 NW INV. IN (15") = 37.91 NE INV. OUT (15")= 36.91 CG-145 PROPOSED DRAINAGE PROFILE (SHEET 1 OF 9) SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 422 2 VERT. SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 HORIZ. © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ I L M B P 3 - C G - 1 4 5 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 1 9 / 2 0 2 5 1 0 : 5 0 A M AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 JKK AGS DMS SYSTEM #3 PROFILE 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 -1+00 42 . 2 5 42 . 7 3 0+00 41 . 9 3 42 . 5 6 41 . 7 1 42 . 4 1 1+00 41 . 1 4 42 . 1 8 40 . 3 9 42 . 0 6 2+00 39 . 2 2 40 . 8 5 38 . 0 2 39 . 5 1 3+00 36 . 7 8 37 . 9 8 35 . 7 5 35 . 9 9 4+00 34 . 7 4 33 . 2 5 33 . 9 3 33 . 3 0 5+00 33 . 3 2 33 . 5 9 6+00 7+00 EXISTING GRADE PROPOSED GRADE 46' LF 24" CL III RCP @ 0.50% 116' LF 1 8 " C L I I I RCP @ 1 . 0 3 % 27' LF 18" CL III RCP @ 0.77% 9' LF 18" CL III RCP @ 0.95% 166' L F 1 5 " C L I I I RC P @ 1 . 8 0 % 51' LF 15" CL III RCP @ 0.73% 62' LF 15" CL III RCP @ 0.83% 79' L F 1 5 " C L I I I RC P @ 1 . 8 4 % S-03-18 RIM ELEV. = 33.04 NW INV. IN (15") = 25.38 S INV. IN (24") = 26.88 W INV. OUT (24")= 25.38 S-03-12 RIM ELEV. = 33.43 S INV. IN (18") = 27.61 N INV. OUT (24")= 27.11 S-03-13 RIM ELEV. = 35.81 SE INV. IN (18") = 29.80 N INV. OUT (18")= 28.80 S-03-10 RIM ELEV. = 36.73 SW INV. IN (18") = 31.01 NW INV. OUT (18")= 30.01 S-03-09 RIM ELEV. = 37.02 SW INV. IN (15") = 32.10 NE INV. OUT (18")= 31.10 S-03-07A RIM ELEV. = 42.34 SW INV. IN (15") = 36.54 NE INV. OUT (15")= 36.54 S-03-05 RIM ELEV. = 42.50 SW INV. IN (15") = 36.91 NW INV. IN (15") = 37.91 NE INV. OUT (15")= 36.91 S-03-03 RIM ELEV. = 42.68 NW INV. IN (15") = 37.68 SW INV. IN (15") = 37.42 E INV. IN (12") = 37.65 NE INV. OUT (15")= 37.42 S-03-07B RIM ELEV. = 39.38 SW INV. IN (15") = 33.55 NE INV. OUT (15")= 33.55 CG-146 AGS SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 422 2 VERT. SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 HORIZ. © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ I L M B P 3 - C G - 1 4 5 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 1 9 / 2 0 2 5 1 0 : 5 0 A M AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 PROPOSED DRAINAGE PROFILE (SHEET 2 OF 9) JKK DMS SYSTEM #6 PROFILE 28 30 32 34 36 38 40 42 44 46 48 50 52 54 28 30 32 34 36 38 40 42 44 46 48 50 52 54 SYSTEM #5 PROFILE 18 20 22 24 26 28 30 32 34 36 38 40 42 18 20 22 24 26 28 30 32 34 36 38 40 42 -1+00 41 . 9 1 43 . 2 7 0+00 42 . 5 4 43 . 0 3 1+00 2+00-1+00 36 . 8 4 29 . 3 8 0+00 37 . 3 8 29 . 4 8 39 . 9 6 29 . 3 8 1+00 39 . 1 0 29 . 4 8 39 . 1 6 29 . 3 8 2+00 38 . 9 7 29 . 4 9 37 . 6 6 29 . 6 5 3+00 36 . 8 6 29 . 4 1 36 . 2 4 28 . 9 3 4+00 35 . 7 2 29 . 1 8 33 . 8 4 29 . 0 1 5+00 32 . 1 4 29 . 2 2 31 . 3 4 29 . 3 5 6+00 30 . 0 3 29 . 8 8 7+00 8+00 EXISTING GRADE EXISTING GRADE PROPOSED GRADE PROPOSED GRADE 100' LF 15" CL III RCP @ 0.30%114' LF 18" CL III RCP @ 0.26%135' LF 18" CL III RCP @ 0.26% 62' LF 24" CL III RCP @ 0.40% 65' LF 24" CL III RCP @ 0.29% 42' LF 15" CL III RCP @ 0.60% 100' LF 15" CL III RCP @ 0.30% 66' LF 18" CL III RCP @ 0.30% S-03-14A RIM ELEV. = 29.34 SW INV. IN (15") = 25.39 NE INV. OUT (15")= 25.39 S-03-15 RIM ELEV. = 29.34 SW INV. IN (15") = 25.09 NE INV. OUT (18")= 24.84 S-03-19 RIM ELEV. = 28.88 SE INV. IN (18") = 24.35 NW INV. OUT (18")= 24.35 S-03-17 RIM ELEV. = 28.88 SE INV. IN (18") = 24.00 NW INV. OUT (24")= 23.50 S-03-27 RIM ELEV. = 29.25 SE INV. IN (24") = 23.31 NE INV. OUT (24")= 23.31 S-03-23 RIM ELEV. = 29.91 SW INV. IN (24") = 23.06 SE INV. IN (24") = 24.24 NW INV. OUT (30")= 22.56 S-02-03 RIM ELEV. = 42.63 E INV. IN (15") = 38.13 SW INV. OUT (15")= 38.13 S-02-04 RIM ELEV. = 43.07 SW INV. IN (12") = 39.20 E INV. IN (12") = 39.65 W INV. OUT (15")= 38.38 S-03-14B RIM ELEV. = 29.34 SW INV. IN (6") = 26.60 NE INV. OUT (15")= 25.69 S-03-31 RIM ELEV. = 29.71 SW INV. IN (18") = 24.55 NE INV. IN (6") = 27.30 NW INV. OUT (18")= 24.55 CG-147 PROPOSED DRAINAGE PROFILE (SHEET 3 OF 9) SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 422 2 VERT. SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 HORIZ. © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ I L M B P 3 - C G - 1 4 5 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 1 9 / 2 0 2 5 1 0 : 5 0 A M AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 JKK AGS DMS SYSTEM #7 PROFILE 28 30 32 34 36 38 40 42 44 46 48 50 52 54 28 30 32 34 36 38 40 42 44 46 48 50 52 54 SYSTEM #8 PROFILE 22 24 26 28 30 32 34 36 38 40 42 44 46 48 22 24 26 28 30 32 34 36 38 40 42 44 46 48 -1+00 37 . 8 1 42 . 4 7 0+00 37 . 7 6 42 . 3 0 40 . 2 0 42 . 1 3 1+00 39 . 8 4 41 . 9 5 37 . 8 1 41 . 7 8 2+00 31 . 9 8 41 . 5 9 31 . 3 4 42 . 2 6 3+00 4+00 5+00 -1+00 25 . 2 7 38 . 4 3 0+00 26 . 2 7 39 . 9 7 1+00 2+00 EXISTING GRADE EXISTING GRADE PROPOSED GRADE PROPOSED GRADE 38' LF 15" CL III RCP @ 0.81% 62' LF 15" CL III RCP @ 0.50%72' LF 15" CL III RCP @ 0.50% 54' LF 15" CL III RCP @ 0.50% 55' LF 15" CL III RCP @ 0.51% S-02-15 RIM ELEV. = 39.53 E INV. OUT (15")= 35.40 S-02-17 RIM ELEV. = 39.87 NE INV. IN (18") = 33.01 W INV. IN (15") = 35.09 SW INV. OUT (18")= 31.01 S-02-10 RIM ELEV. = 42.21 NE INV. IN (15") = 38.13 SW INV. OUT (15")= 37.62 S-02-11 RIM ELEV. = 42.02 NE INV. IN (15") = 37.34 SW INV. OUT (15")= 37.34 S-02-12 RIM ELEV. = 41.83 NE INV. IN (15") = 37.07 SW INV. OUT (15")= 37.07 S-02-13 RIM ELEV. = 41.56 NE INV. IN (15") = 36.71 S INV. OUT (15")= 36.71 S-02-14 RIM ELEV. = 41.62 NE INV. IN (15") = 36.40 N INV. IN (15") = 36.40 SW INV. OUT (18")= 34.40 69' LF 15" CL III RCP @ 0.46% S-02-01 RIM ELEV. = 42.45 SW INV. OUT (15")= 38.45 CG-148 PROPOSED DRAINAGE PROFILE (SHEET 4 OF 9) SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 422 2 VERT. SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 HORIZ. © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ I L M B P 3 - C G - 1 4 5 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 1 9 / 2 0 2 5 1 0 : 5 0 A M AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 JKK AGS DMS SYSTEM #9 PROFILE 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 -0+50 0+00 1+00 2+00 3+00 24 . 8 4 24 . 8 4 26 . 0 0 26 . 0 0 4+00 25 . 8 0 25 . 8 0 24 . 9 0 24 . 9 0 5+00 24 . 2 9 24 . 2 9 24 . 7 1 24 . 7 1 6+00 24 . 9 9 24 . 9 9 25 . 5 7 25 . 5 7 7+00 25 . 9 0 25 . 9 0 26 . 2 9 26 . 2 9 8+00 26 . 8 4 26 . 8 4 27 . 0 5 27 . 0 5 9+00 26 . 8 2 26 . 8 2 27 . 1 0 27 . 1 0 10+00 27 . 4 8 27 . 4 8 27 . 8 6 27 . 8 6 11+00 28 . 2 7 28 . 2 7 28 . 7 5 28 . 7 5 12+00 29 . 3 5 29 . 3 5 29 . 7 4 29 . 7 4 13+00 29 . 6 3 29 . 6 3 30 . 5 2 30 . 5 2 14+00 30 . 1 2 30 . 1 2 15+00 15+50 S-02-42 SE INV. IN (42") = 13.50 EXISTING GRADE PROPOSED GRADE 136' LF 42" CL III RCP @ 0.40% 29' LF 42" CL III RCP @ 0.35% 162' LF 42" CL III RCP @ 0.35% 100' LF 36" CL III RCP @ 0.40% 139' LF 36" CL III RCP @ 0.38% 126' LF 36" CL III RCP @ 0.35% 95' LF 36" CL III RCP @ 0.35% 121' LF 30" CL III RCP @ 0.35% 123' LF 30" CL III RCP @ 0.35% 112' LF 30" CL III RCP @ 0.31% 90' LF 24" CL III RCP @ 0.48% 158' LF 42" CL III RCP @ 0.41% 41' LF 42" CL III RCP @ 0.49% S-02-38 RIM ELEV. = 25.40 E INV. IN (42") = 14.50 NW INV. OUT (42")= 14.50 S-02-37 RIM ELEV. = 24.15 NE INV. IN (36") = 15.57 W INV. OUT (42")= 15.07 S-02-36 RIM ELEV. = 24.85 NE INV. IN (36") = 15.97 SW INV. OUT (36")= 15.97 S-02-35 RIM ELEV. = 26.00 NE INV. IN (36") = 16.50 SW INV. OUT (36")= 16.50 S-02-34 RIM ELEV. = 26.55 NE INV. IN (36") = 16.94 SW INV. OUT (36")= 16.94 S-02-33 RIM ELEV. = 27.10 NE INV. IN (30") = 17.77 SW INV. OUT (36")= 17.27 S-02-31 RIM ELEV. = 28.00 NE INV. IN (30") = 18.19 SW INV. OUT (30")= 18.19 S-02-45A RIM ELEV. = 30.22 NE INV. IN (15") = 20.75 S INV. OUT (24")= 20.00 S-02-29 RIM ELEV. = 29.30 N INV. IN (30") = 18.62 SW INV. OUT (30")= 18.62 S-02-45 RIM ELEV. = 29.60 SE INV. IN (15") = 19.47 N INV. IN (24") = 19.57 S INV. OUT (30")= 18.97 S-02-41 RIM ELEV. = 24.81 SE INV. IN (42") = 14.40 NE INV. IN (15") = 15.75 NW INV. OUT (42")= 14.40 S-02-48 RIM ELEV. = 23.77 SE INV. IN (42") = 13.85 N INV. OUT (42")= 13.85 S-02-49 RIM ELEV. = 22.70 S INV. IN (42") = 13.20 W INV. OUT (42")= 13.20 CG-149 PROPOSED DRAINAGE PROFILE (SHEET 5 OF 9) SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 422 2 VERT. SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 HORIZ. © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ I L M B P 3 - C G - 1 4 5 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 1 9 / 2 0 2 5 1 0 : 5 0 A M AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 JKK AGS DMS SYSTEM #10 PROFILE 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 -0+50 42 . 0 5 42 . 7 1 0+00 41 . 8 5 42 . 5 3 41 . 6 7 42 . 3 5 1+00 39 . 4 7 42 . 1 8 35 . 9 6 42 . 0 0 2+00 33 . 4 7 41 . 8 0 31 . 1 7 41 . 6 3 3+00 27 . 8 4 41 . 4 0 26 . 5 5 40 . 7 2 4+00 25 . 9 4 39 . 6 8 24 . 9 8 38 . 1 6 5+00 24 . 1 3 37 . 0 3 26 . 8 4 35 . 3 4 6+00 25 . 8 6 33 . 1 8 24 . 9 3 32 . 0 2 7+00 24 . 8 5 30 . 4 0 25 . 4 9 27 . 9 8 8+00 25 . 2 4 27 . 5 9 25 . 2 1 26 . 7 4 9+00 25 . 7 2 26 . 1 7 26 . 1 8 26 . 0 4 10+00 25 . 9 1 25 . 7 1 25 . 5 0 26 . 2 7 11+00 12+00 12+50 EXISTING GRADE PROPOSED PHASE 2 GRADE PROPOSED PHASE 1A GRADE 68' LF 15" CL III RCP @ 0.59% 40' LF 15" CL III RCP @ 0.50% 40' LF 15" CL III RCP @ 0.50% 40' LF 15" CL III RCP @ 0.50% 44' LF 15" CL III RCP @ 0.61% 47' LF 15" CL III RCP @ 0.98% 139' LF 1 8 " C L I I I RCP @ 1 . 0 0 % 96' LF 1 8 " C L I I I RCP @ 1 . 0 0 % 120' LF 2 4 " C L I I I RCP @ 1 . 0 0 % 88' LF 2 4 " C L I I I RCP @ 1 . 0 0 % 123' LF 2 4 " C L I I I RCP @ 1 . 0 0 % 188' LF 2 4 " C L I I I RCP @ 1 . 0 0 % 55' LF 24" CL III RCP @ 1.01% EXISTING 219' LF 36" RCP S-02-03 RIM ELEV. = 42.63 E INV. IN (15") = 38.13 SW INV. OUT (15")= 38.13 S-02-06 RIM ELEV. = 42.38 NE INV. IN (15") = 37.73 SW INV. OUT (15")= 37.73 S-02-07 RIM ELEV. = 42.25 NE INV. IN (15") = 37.53 SW INV. OUT (15")= 37.53 S-02-08 RIM ELEV. = 42.10 NE INV. IN (15") = 37.33 SW INV. OUT (15")= 37.33 S-02-09A RIM ELEV. = 41.97 NE INV. IN (15") = 37.13 SW INV. OUT (15")= 37.13 S-02-09B RIM ELEV. = 41.80 NE INV. IN (15") = 36.86 SW INV. OUT (15")= 36.86 S-02-14 RIM ELEV. = 41.62 NE INV. IN (15") = 36.40 N INV. IN (15") = 36.40 SW INV. OUT (18")= 34.40 S-02-17 RIM ELEV. = 39.87 NE INV. IN (18") = 33.01 W INV. IN (15") = 35.09 SW INV. OUT (18")= 31.01 S-02-18 RIM ELEV. = 37.05 N INV. IN (6") = 28.00 NE INV. IN (18") = 30.05 SW INV. OUT (24")= 27.55 S-02-19 RIM ELEV. = 33.08 NE INV. IN (24") = 26.35 SW INV. OUT (24")= 25.35 S-02-20 RIM ELEV. = 30.20 NE INV. IN (24") = 24.47 W INV. OUT (24")= 22.47 S-02-21 RIM ELEV. = 26.89 E INV. IN (24") = 21.24 NW INV. OUT (24")= 19.24 S-02-22 RIM ELEV. = 25.73 SE INV. IN (24") = 17.36 W INV. OUT (24")= 15.36 PHASE 1A S-02-03 RIM ELEV. = 24.04 E INV. IN (24") = 14.81 S INV. IN (24") = 14.44 W INV. OUT (36")= 13.31 CG-150 PROPOSED DRAINAGE PROFILE (SHEET 6 OF 9) SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 422 2 VERT. SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 HORIZ. © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ I L M B P 3 - C G - 1 4 5 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 1 9 / 2 0 2 5 1 0 : 5 0 A M AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 JKK AGS DMS SYSTEM #11 PROFILE 12 14 16 18 20 22 24 26 28 30 32 12 14 16 18 20 22 24 26 28 30 32 -1+00 26 . 0 0 25 . 3 5 0+00 24 . 9 6 25 . 2 1 23 . 9 4 25 . 1 1 1+00 24 . 4 3 25 . 0 0 27 . 4 0 24 . 8 8 2+00 25 . 5 9 24 . 7 6 25 . 7 3 24 . 6 5 3+00 25 . 6 5 24 . 5 3 25 . 7 2 19 . 4 2 4+00 25 . 8 9 17 . 4 3 25 . 9 6 17 . 2 3 5+00 25 . 4 3 24 . 6 5 25 . 1 2 24 . 7 5 6+00 25 . 1 0 7+00 8+00 SYSTEM #12 PROFILE 10 12 14 16 18 20 22 24 26 28 30 32 34 36 10 12 14 16 18 20 22 24 26 28 30 32 34 36 -1+00 25 . 8 2 24 . 8 1 0+00 1+00 2+00 S-02-26 W INV. OUT (24")= 17.20 S-02-28 NE INV. IN (24") = 17.60 EXISTING GRADE EXISTING GRADEPROPOSED GRADE PROPOSED GRADE PROPOSED PHASE 1A GRADE 9' LF 15" CL III RCP @ 1.59% 27' LF 15" CL III RCP @ 1.50% EXISTING PHASE 1A 234' LF 24" RCP 142' LF 24" CL III RCP @ 0.15% 44' LF 24" CL III RCP @ 0.22% 190' LF 24" CL III RCP @ 0.21% 153' LF 24" CL III RCP @ 0.22%EXISTING 223' LF 15" RCP S-02-41 RIM ELEV. = 24.81 SE INV. IN (42") = 14.40 NE INV. IN (15") = 15.75 NW INV. OUT (42")= 14.40PHASE 1A S-02-01 RIM ELEV. = 23.66 E INV. IN (24") = 16.99 NW INV. OUT (24")= 16.99 S-02-40 RIM ELEV. = 25.93 NE INV. IN (15") = 15.90 SW INV. OUT (15")= 15.90S-02-39 RIM ELEV. = 25.37 SW INV. OUT (15")= 16.30 S-02-25 RIM ELEV. = 24.59 NE INV. IN (24") = 17.70 N INV. IN (6") = 21.00 SW INV. OUT (24")= 17.70 S-02-24 RIM ELEV. = 24.95 NE INV. IN (24") = 18.10 SW INV. OUT (24")= 18.10 S-02-23 RIM ELEV. = 25.27 NE INV. IN (6") = 22.00 NE INV. IN (15") = 19.15 SW INV. OUT (24")= 18.44 CG-151 PROPOSED DRAINAGE PROFILE (SHEET 7 OF 9) SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 422 2 VERT. SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 HORIZ. © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ I L M B P 3 - C G - 1 4 5 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 1 9 / 2 0 2 5 1 0 : 5 0 A M AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 JKK AGS DMS SYSTEM #14 PROFILE 16 18 20 22 24 26 28 30 32 34 36 38 40 16 18 20 22 24 26 28 30 32 34 36 38 40 SYSTEM #15 PROFILE 20 22 24 26 28 30 32 34 36 38 40 42 44 20 22 24 26 28 30 32 34 36 38 40 42 44 SYSTEM #16 PROFILE 12 14 16 18 20 22 24 26 28 30 32 34 36 38 12 14 16 18 20 22 24 26 28 30 32 34 36 38 SYSTEM #13 PROFILE 22 24 26 28 30 32 34 36 22 24 26 28 30 32 34 36 -0+50 32 . 4 5 33 . 4 0 0+00 33 . 2 9 31 . 2 4 34 . 0 2 29 . 9 5 1+00 34 . 0 8 29 . 7 1 32 . 9 5 29 . 7 5 2+00 30 . 4 1 30 . 0 7 30 . 8 8 29 . 7 8 3+00 3+50 -0+50 31 . 9 6 31 . 9 7 0+00 31 . 4 6 32 . 1 1 31 . 6 2 32 . 5 2 1+00 31 . 9 1 32 . 3 4 32 . 6 7 32 . 5 4 2+00 33 . 3 7 33 . 1 2 3+00 -0+50 31 . 5 4 31 . 2 6 0+00 1+00 1+50 -1+00 32 . 2 1 0+00 31 . 1 7 31 . 4 1 1+00 2+00 EXISTING GRADE PROPOSED GRADE EXISTING GRADE PROPOSED GRADE EXISTING GRADE PROPOSED GRADE PROPOSED PHASE 2 GRADE PROPOSED PHASE 1B GRADE 27' LF 15" CL III RCP @ 0.48% 34' LF 15" CL III RCP @ 0.38% 11' LF 15" CL III RCP @ 0.41% 102' LF 24" CL III RCP @ 0.33% 147' LF 24" C L I I I RCP @ 0.54% 30' LF 30" CL III RCP @ 0.27% EXISTING PHASE 1B 31' LF 30" RCP 200' LF 15" CL III RCP @ 0.38% 34' LF 15" CL III RCP @ 0.50% S-03-21 RIM ELEV. = 31.96 NE INV. IN (15") = 26.55 SW INV. IN (15") = 26.55 SE INV. OUT (15")= 26.55 S-03-22 RIM ELEV. = 32.50 SW INV. OUT (15")= 26.68 S-03-29 RIM ELEV. = 31.17 NE INV. OUT (15")= 26.68 S-03-28 RIM ELEV. = 31.14 SW INV. OUT (15")= 22.70 PHASE 1B S-01D-07 RIM ELEV. = 30.39 NE INV. IN (15") = 22.65 S-03-18 RIM ELEV. = 33.04 NW INV. IN (15") = 25.38 S INV. IN (24") = 26.88 W INV. OUT (24")= 25.38 S-03-25 RIM ELEV. = 29.78 E INV. IN (24") = 25.04 NW INV. OUT (24")= 25.04 S-03-23 RIM ELEV. = 29.91 SW INV. IN (24") = 23.06 SE INV. IN (24") = 24.24 NW INV. OUT (30")= 22.56 PHASE 1B S-03-24 RIM ELEV. = 29.48 SE INV. IN (30") = 22.48 NW INV. OUT (30")= 22.38 S-03-18 RIM ELEV. = 33.04 NW INV. IN (15") = 25.38 S INV. IN (24") = 26.88 W INV. OUT (24")= 25.38 S-03-20 RIM ELEV. = 32.11 NW INV. IN (15") = 26.38 SE INV. OUT (15")= 26.13 S-03-21 RIM ELEV. = 31.96 NE INV. IN (15") = 26.55 SW INV. IN (15") = 26.55 SE INV. OUT (15")= 26.55 CG-152 PROPOSED DRAINAGE PROFILE (SHEET 8 OF 9) SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 422 2 VERT. SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 HORIZ. © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ I L M B P 3 - C G - 1 4 5 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 1 9 / 2 0 2 5 1 0 : 5 1 A M AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 JKK AGS DMS SYSTEM #19 PROFILE 18 20 22 24 26 28 30 32 34 36 38 40 18 20 22 24 26 28 30 32 34 36 38 40 SYSTEM #17 PROFILE 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 SYSTEM #18 PROFILE 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 SYSTEM #21 PROFILE 14 16 18 20 22 24 26 28 30 32 34 14 16 18 20 22 24 26 28 30 32 34 SYSTEM #20 PROFILE 16 18 20 22 24 26 28 30 32 34 36 16 18 20 22 24 26 28 30 32 34 36 -0+25 30 . 9 8 29 . 3 6 0+00 29 . 4 3 29 . 3 1 29 . 1 6 28 . 8 2 1+00 29 . 1 6 29 . 0 1 2+00 2+50 -0+50 35 . 4 3 29 . 3 0 0+00 33 . 9 6 29 . 7 2 1+00 2+00 -1+00 32 . 0 2 29 . 7 0 0+00 32 . 5 8 29 . 8 5 33 . 3 0 29 . 6 6 1+00 34 . 1 6 29 . 8 6 34 . 8 0 29 . 4 7 2+00 3+00 -0+50 26 . 6 4 26 . 6 3 0+00 26 . 8 9 26 . 3 9 26 . 6 3 26 . 6 3 1+00 25 . 8 6 2+00 2+50 -0+50 24 . 8 0 24 . 8 0 0+00 1+00 1+50 EXISTING GRADE PROPOSED GRADE EXISTING GRADE PROPOSED GRADE EXISTING GRADE PROPOSED GRADE EXISTING GRADE EXISTING GRADE PROPOSED GRADE PROPOSED GRADE 70' LF 15" C L I I I RCP @ 0. 7 2 % 108' LF 15" CL I I I RCP @ 0.58% 80' LF 15" CL III RCP @ 0.50% 91' LF 15" CL II I RCP @ 0.50% 81' LF 15" CL II I RCP @ 0.49% 10' LF 15" CL III RCP @ 0.99% 75' LF 15" CL III RCP @ 0.52% 73' LF 15" CL III RCP @ 0.55% S-02-45 RIM ELEV. = 29.60 SE INV. IN (15") = 19.47 N INV. IN (24") = 19.57 S INV. OUT (30")= 18.97 S-02-44 RIM ELEV. = 29.50 E INV. IN (15") = 20.10 E INV. IN (4") = 24.75 SE INV. IN (15") = 21.50 NW INV. OUT (15")= 20.10 S-02-43 RIM ELEV. = 29.40 SE INV. IN (4") = 21.50 NW INV. IN (4") = 21.50 NE INV. IN (4") = 21.50 W INV. OUT (15")= 20.50 S-01D-12A RIM ELEV. = 28.77 SW INV. IN (15") = 24.95 NE INV. OUT (15")= 24.85 S-01D-12 RIM ELEV. = 29.08 SW INV. IN (15") = 24.40 SE INV. IN (12") = 22.35 NE INV. OUT (24")= 22.25 S-02-44 RIM ELEV. = 29.50 E INV. IN (15") = 20.10 E INV. IN (4") = 24.75 SE INV. IN (15") = 21.50 NW INV. OUT (15")= 20.10 S-02-46 RIM ELEV. = 29.30 NW INV. OUT (15")= 22.00 S-02-27A RIM ELEV. = 29.22 NE INV. OUT (15")= 25.35 EXISTING INLET RIM ELEV. = 24.78 S-01A-20 RIM ELEV. = 24.60 NW INV. OUT (15")= 20.50 EXISTING INLET RIM ELEV. = 25.86 S-01A-21 RIM ELEV. = 26.27 NE INV. IN (15") = 22.50 SW INV. OUT (15")= 22.50 S-01A-22 RIM ELEV. = 26.56 SW INV. OUT (15")= 22.90 CG-153 PROPOSED DRAINAGE PROFILE (SHEET 9 OF 9) SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 422 2 VERT. SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 HORIZ. © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ I L M B P 3 - C G - 1 4 5 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 1 9 / 2 0 2 5 1 0 : 5 1 A M AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 JKK AGS DMS DRAINAGE STRUCTURE TABLE STRUCTURE NAME B-01 B-03 B-04 B-05 B-06 B-07 B-08 B-09 B-10 B-11 B-12 B-13 B-14 B-15 B-16 B-17 B-18 B-19 B-20 B-21 B-22 B-23 B-24 B-25 B-26 B-27 B-28 B-29 B-30 B-31 B-32 B-33 B-34 B-35 CO-01 CO-02 CO-03 CO-04 CO-05 CO-06 CO-07 CO-08 CO-09 CO-10 CO-11 CO-12 CO-13 CO-14 CO-15 STRUCTURE TYPE 22.5 DEGREE BEND - 12" PVC 90 DEGREE BEND - 12" PVC 90 DEGREE BEND - 12" PVC 90 DEGREE BEND - 6" PVC 45 DEGREE BEND - 6" PVC 45 DEGREE BEND - 6" PVC 45 DEGREE BEND - 6" PVC 90 DEGREE BEND - 6" PVC 90 DEGREE BEND - 6" PVC 90 DEGREE BEND - 6" PVC 90 DEGREE BEND - 6" PVC 90 DEGREE BEND - 6" PVC 45 DEGREE BEND - 6" PVC 30 DEGREE BEND - 6" PVC 90 DEGREE BEND - 6" PVC 90 DEGREE BEND - 6" PVC 90 DEGREE BEND - 6" PVC 90 DEGREE BEND - 6" PVC 45 DEGREE BEND - 6" PVC 45 DEGREE BEND - 12" PVC 60 DEGREE BEND - 12" PVC 90 DEGREE BEND - 15" PVC 45 DEGREE BEND - 4" PVC 45 DEGREE BEND - 4" PVC 6" PVC WYE CONNECTION 90 DEGREE BEND - 6" PVC 90 DEGREE BEND - 6" PVC 22.5 DEGREE BEND - 6" PVC 90 DEGREE BEND - 6" PVC 30 DEGREE BEND - 6" PVC 30 DEGREE BEND - 6" PVC 6" PIPE COLLAR - CONNECT 6" PERFORATED TO 6" NON-PERFORATED 22.5 DEGREE BEND - 6" PVC 90 DEGREE BEND - 15" PVC INSTALL UNDERDRAIN CLEANOUT INSTALL UNDERDRAIN CLEANOUT INSTALL UNDERDRAIN CLEANOUT INSTALL UNDERDRAIN CLEANOUT INSTALL UNDERDRAIN CLEANOUT INSTALL UNDERDRAIN CLEANOUT INSTALL UNDERDRAIN CLEANOUT INSTALL UNDERDRAIN CLEANOUT INSTALL UNDERDRAIN CLEANOUT INSTALL UNDERDRAIN CLEANOUT INSTALL UNDERDRAIN CLEANOUT INSTALL UNDERDRAIN CLEANOUT INSTALL UNDERDRAIN CLEANOUT INSTALL UNDERDRAIN CLEANOUT INSTALL UNDERDRAIN CLEANOUT RIM ELEVATION 39.23 39.75 39.32 1.63 1.63 1.53 1.53 1.63 1.73 1.83 1.83 1.73 1.83 -0.96 -0.96 -1.17 1.83 32.77 -0.97 23.74 23.70 22.37 -0.97 -0.97 29.08 1.83 1.83 1.73 1.83 1.63 1.53 1.43 1.83 22.29 34.31 42.99 43.58 35.22 43.69 43.49 43.72 43.64 33.75 43.02 42.10 29.70 41.90 43.73 43.32 INVERT ELEVATIONS SE INV IN (12) = 38.15' W INV OUT (12) = 38.15' SE INV IN (12) = 40.00' W INV OUT (12) = 40.00' SE INV IN (12) = 39.75' NE INV OUT (12) = 39.75' E INV IN (6) = 31.43' S INV OUT (6) = 31.43' NE INV IN (6) = 31.45' W INV OUT (6) = 31.45' E INV IN (6) = 31.55' SW INV OUT (6) = 31.55' SE INV IN (6) = 31.66' W INV OUT (6) = 31.66' NE INV IN (6) = 31.74' NW INV OUT (6) = 31.74' NE INV IN (6) = 31.77' NW INV OUT (6) = 31.77' SE INV IN (6) = 31.81' SW INV OUT (6) = 31.81' SE INV IN (6) = 30.35' NE INV OUT (6) = 30.36' SW INV IN (6) = 30.31' NW INV OUT (6) = 30.31' S INV IN (6) = 30.22' W INV OUT (6) = 30.22' SE INV IN (6) = 30.25' W INV OUT (6) = 30.25' E INV IN (6) = 30.23' N INV OUT (6) = 30.23' SE INV IN (6) = 31.76' SW INV OUT (6) = 31.76' N INV IN (6) = 31.42' W INV OUT (6) = 31.42' E INV IN (6) = 30.84' N INV OUT (6) = 30.84' S INV IN (6) = 30.82' NE INV OUT (6) = 30.82' SE INV IN (12) = 24.22' N INV OUT (12) = 24.22' N INV OUT (12) = 22.62' NW INV OUT (15) = 21.03' NW INV OUT (4) = 21.70' SE INV IN (4) = 24.90' W INV OUT (4) = 24.90' SW INV IN (6) = 26.90' SW INV IN (6) = 26.90' NE INV OUT (6) = 26.90' NE INV IN (6) = 27.55' NW INV OUT (6) = 27.55' SE INV IN (6) = 26.90' SW INV OUT (6) = 26.90' NE INV IN (6) = 24.70' SW INV OUT (6) = 24.70' NE INV IN (6) = 35.50' NW INV OUT (6) = 35.50' E INV IN (6) = 24.40' SW INV OUT (6) = 24.40' NE INV IN (6) = 22.70' S INV OUT (6) = 22.70' N INV IN (6) = 21.40' S INV OUT (6) = 21.40' SW INV IN (6) = 27.90' N INV OUT (6) = 27.90' SE INV IN (15) = 20.90' SW INV OUT (15) = 20.90' SW INV IN (6) = 28.05' NE INV OUT (6) = 28.05' SW INV IN (6) = 29.55' NE INV OUT (6) = 29.55' SW INV IN (6) = 30.70' NE INV OUT (6) = 30.70' NW INV OUT (6) = 31.87' NW INV OUT (12) = 38.20' NW INV OUT (12) = 38.30' NW INV OUT (12) = 40.05' NW INV OUT (12) = 39.83' NW INV OUT (6) = 30.40' E INV IN (6) = 29.75' SW INV OUT (6) = 29.75' NE INV IN (6) = 28.95' SW INV OUT (6) = 28.95' NE INV IN (6) = 28.25' S INV OUT (6) = 28.25' SW INV OUT (6) = 29.80' SW INV OUT (6) = 37.00' SE INV IN (6) = 35.00' SW INV OUT (6) = 35.00' NORTHING/EASTING N: 190084.84 E: 2329246.86 N: 189941.58 E: 2329124.67 N: 189885.79 E: 2329063.16 N: 189985.27 E: 2329149.18 N: 189984.31 E: 2329153.14 N: 189997.14 E: 2329167.25 N: 190000.27 E: 2329188.22 N: 189988.38 E: 2329199.01 N: 189988.82 E: 2329202.27 N: 189993.91 E: 2329207.87 N: 189937.88 E: 2329146.22 N: 189944.17 E: 2329153.15 N: 189954.81 E: 2329141.81 N: 189952.76 E: 2329145.35 N: 189953.68 E: 2329141.53 N: 189990.20 E: 2329201.01 N: 189984.13 E: 2329148.91 N: 190011.54 E: 2329035.71 N: 190015.46 E: 2329036.66 N: 190528.95 E: 2329129.33 N: 190449.53 E: 2329032.60 N: 190212.06 E: 2328861.04 N: 190043.67 E: 2328982.56 N: 190047.99 E: 2328918.50 N: 190126.70 E: 2329153.73 N: 189763.09 E: 2329005.75 N: 189778.38 E: 2328991.91 N: 189729.17 E: 2328937.52 N: 189768.75 E: 2329006.02 N: 189559.97 E: 2328712.00 N: 189505.40 E: 2328651.69 N: 189446.69 E: 2328632.77 N: 190405.39 E: 2329461.84 N: 190224.99 E: 2328849.30 N: 190385.68 E: 2329444.61 N: 190184.11 E: 2329222.49 N: 190031.48 E: 2329054.31 N: 189985.87 E: 2329215.18 N: 190066.57 E: 2329269.67 N: 190015.82 E: 2329213.57 N: 189935.89 E: 2329129.86 N: 189879.01 E: 2329067.38 N: 189929.94 E: 2329153.43 N: 189987.69 E: 2329006.05 N: 189815.63 E: 2328816.53 N: 189663.47 E: 2328648.81 N: 189812.91 E: 2329060.55 N: 189815.80 E: 2329057.79 N: 189784.03 E: 2328992.19 DRAINAGE STRUCTURE TABLE STRUCTURE NAME CO-16 CO-17 DS-01 DS-02 DS-03 DS-04 DS-05 DS-06 DS-07 DS-08 DS-09 DS-10 DS-11 DS-12 DS-13 DS-14 DS-15 DS-16 DS-17 DS-18 DS-19 DS-20 DS-21 DS-22 DS-23 DS-24 DS-25 DS-26 DS-27 DS-28 DS-29 DS-30 DS-31 DS-32 DS-33 DS-34 DS-35 DS-36 DS-37 DS-38 DS-39 DS-40 DS-41 DS-42 DS-43 DS-44 DS-45 DS-46 DS-47 STRUCTURE TYPE INSTALL UNDERDRAIN CLEANOUT INSTALL UNDERDRAIN CLEANOUT CONNECT TO CANOPY DOWNSPOUT CONNECT TO CANOPY DOWNSPOUT CONNECT TO CANOPY DOWNSPOUT CONNECT TO CANOPY DOWNSPOUT CONNECT TO CANOPY DOWNSPOUT CONNECT TO CANOPY DOWNSPOUT CONNECT TO CANOPY DOWNSPOUT CONNECT TO CANOPY DOWNSPOUT CONNECT TO CANOPY DOWNSPOUT CONNECT TO CANOPY DOWNSPOUT CONNECT TO CANOPY DOWNSPOUT CONNECT TO CANOPY DOWNSPOUT CONNECT TO CANOPY DOWNSPOUT CONNECT TO CANOPY DOWNSPOUT CONNECT TO CANOPY DOWNSPOUT CONNECT TO CANOPY DOWNSPOUT CONNECT TO CANOPY DOWNSPOUT CONNECT TO CANOPY DOWNSPOUT CONNECT TO CANOPY DOWNSPOUT CONNECT TO CANOPY DOWNSPOUT CONNECT TO CANOPY DOWNSPOUT CONNECT TO CANOPY DOWNSPOUT CONNECT TO CANOPY DOWNSPOUT CONNECT TO CANOPY DOWNSPOUT CONNECT TO CANOPY DOWNSPOUT CONNECT TO CANOPY DOWNSPOUT CONNECT TO CANOPY DOWNSPOUT CONNECT TO CANOPY DOWNSPOUT CONNECT TO CANOPY DOWNSPOUT CONNECT TO CANOPY DOWNSPOUT CONNECT TO CANOPY DOWNSPOUT CONNECT TO CANOPY DOWNSPOUT CONNECT TO CANOPY DOWNSPOUT CONNECT TO CANOPY DOWNSPOUT CONNECT TO CANOPY DOWNSPOUT CONNECT TO CANOPY DOWNSPOUT CONNECT TO CANOPY DOWNSPOUT CONNECT TO CANOPY DOWNSPOUT CONNECT TO CANOPY DOWNSPOUT CONNECT TO CANOPY DOWNSPOUT CONNECT TO CANOPY DOWNSPOUT CONNECT TO CANOPY DOWNSPOUT CONNECT TO CANOPY DOWNSPOUT CONNECT TO CANOPY DOWNSPOUT CONNECT TO CANOPY DOWNSPOUT CONNECT TO CANOPY DOWNSPOUT CONNECT TO CANOPY DOWNSPOUT RIM ELEVATION 32.77 31.54 0.00 0.00 0.00 0.00 0.00 0.00 0.00 29.29 0.00 0.00 0.00 0.00 1.83 1.83 1.83 1.83 1.73 1.03 1.13 1.23 1.33 1.43 1.53 1.63 1.73 1.83 42.35 1.73 1.63 1.73 1.83 1.83 1.83 1.83 1.73 1.83 1.83 1.83 1.83 1.83 1.83 1.83 1.83 1.83 1.83 1.83 1.73 INVERT ELEVATIONS NE INV IN (6) = 25.30' W INV OUT (6) = 25.30' S INV IN (6) = 27.70' SW INV OUT (6) = 27.70' NORTHING/EASTING N: 189569.16 E: 2328754.72 N: 190440.82 E: 2329473.83 N: 190187.45 E: 2328809.03 N: 190163.77 E: 2328830.59 N: 190140.09 E: 2328852.11 N: 190116.41 E: 2328873.63 N: 190092.73 E: 2328895.16 N: 190069.05 E: 2328916.68 N: 190045.37 E: 2328938.20 N: 190021.69 E: 2328959.74 N: 189982.91 E: 2328971.01 N: 189970.82 E: 2328957.68 N: 189956.03 E: 2328941.39 N: 189943.94 E: 2328928.06 N: 190073.69 E: 2329099.20 N: 190054.85 E: 2329078.48 N: 190147.93 E: 2329264.15 N: 190131.79 E: 2329246.39 N: 190116.99 E: 2329230.11 N: 190100.85 E: 2329212.35 N: 190087.40 E: 2329197.55 N: 190073.95 E: 2329182.75 N: 190060.50 E: 2329167.95 N: 190047.04 E: 2329153.15 N: 190032.25 E: 2329136.87 N: 190013.41 E: 2329116.15 N: 189998.62 E: 2329099.87 N: 189971.71 E: 2329070.27 N: 189958.26 E: 2329055.47 N: 189944.81 E: 2329040.67 N: 189928.66 E: 2329022.91 N: 189913.87 E: 2329006.63 N: 189899.07 E: 2328990.35 N: 189882.93 E: 2328972.59 N: 190100.57 E: 2329307.19 N: 190084.43 E: 2329289.43 N: 190069.63 E: 2329273.15 N: 190053.49 E: 2329255.39 N: 190040.04 E: 2329240.59 N: 190026.59 E: 2329225.79 N: 190013.14 E: 2329210.99 N: 189999.68 E: 2329196.19 N: 189984.89 E: 2329179.91 N: 189966.05 E: 2329159.19 N: 189951.26 E: 2329142.91 N: 189924.35 E: 2329113.31 N: 189910.90 E: 2329098.51 N: 189897.45 E: 2329083.71 N: 189866.51 E: 2329049.67 CG-154 DRAINAGE STRUCTURE TABLE (SHEET 1 OF 2) © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ I L M B P 3 - C G - 1 4 5 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 1 9 / 2 0 2 5 1 0 : 5 1 A M AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 NOTES 1.CONTRACTOR TO FIELD VERIFY EXISTING STRUCTURE INVERTS FOR PROPOSED PIPE CONNECTIONS. JKK AGS DMS DRAINAGE STRUCTURE TABLE STRUCTURE NAME DS-48 DS-49 DS-50 DS-51 DS-52 DS-53 DS-54 DS-55 DS-56 DS-57 S-01-18 S-01-44 S-01-45 S-01-46 S-01A-20 S-01A-21 S-01A-22 S-01D-12 S-01D-12A S-01D-12B S-01D-13 S-01D-13B S-02-01 S-02-03 S-02-04 S-02-06 S-02-07 S-02-08 S-02-09A S-02-09B S-02-10 S-02-11 S-02-12 S-02-13 S-02-14 S-02-15 S-02-17 S-02-18 S-02-19 S-02-20 S-02-21 S-02-22 S-02-23 S-02-24 S-02-25 S-02-26 S-02-27A S-02-28 S-02-29 STRUCTURE TYPE CONNECT TO CANOPY DOWNSPOUT CONNECT TO CANOPY DOWNSPOUT CONNECT TO CANOPY DOWNSPOUT CONNECT TO CANOPY DOWNSPOUT CONNECT TO CANOPY DOWNSPOUT CONNECT TO CANOPY DOWNSPOUT CONNECT TO CANOPY DOWNSPOUT CONNECT TO CANOPY DOWNSPOUT CONNECT TO CANOPY DOWNSPOUT CONNECT TO CANOPY DOWNSPOUT CONVERT EXISTING DROP INLET TO CB - FRAME AND GRATE, STD 840.03 CONVERT EXISTING DROP INLET TO CB - FRAME AND GRATE, STD 840.03 CONVERT EXISTING DROP INLET TO CB - FRAME AND GRATE, STD 840.03 CONVERT EXISTING DROP INLET TO CB - FRAME AND GRATE, STD 840.03 CB - FRAME AND GRATE, STD 840.03 CB - FRAME AND GRATE, STD 840.03 CB - FRAME AND GRATE, STD 840.03 CONVERT EXISTING DROP INLET TO CB - FRAME AND GRATE, STD 840.03 CB - FRAME AND GRATE, STD 840.03 CONVERT EXISTING DROP INLET TO CB - FRAME AND GRATE, STD 840.03 CONVERT EXISTING DROP INLET TO CB - FRAME AND GRATE, STD 840.03 CONVERT EXISTING DROP INLET TO CB - FRAME AND GRATE, STD 840.03 CB - FRAME AND GRATE, STD 840.03 CB - FRAME AND GRATE, STD 840.03 MH (6' DIAMETER) - FRAME WITH COVER, STD 840.54 CB - FRAME AND GRATE, STD 840.03 CONVERT EXISTING DROP INLET TO CB - FRAME AND GRATE, STD 840.03 CB - FRAME AND GRATE, STD 840.03 CONVERT EXISTING DROP INLET TO CB - FRAME AND GRATE, STD 840.03 CB - FRAME AND GRATE, STD 840.03 CONVERT EXISTING DROP INLET TO CB - FRAME AND GRATE, STD 840.03 CB - FRAME AND GRATE, STD 840.03 CONVERT EXISTING DROP INLET TO CB - FRAME AND GRATE, STD 840.03 CB - FRAME AND GRATE, STD 840.03 CB - FRAME AND GRATE, STD 840.03 CB - FRAME AND GRATE, STD 840.03 CB - FRAME AND GRATE, STD 840.03 CB - FRAME AND GRATE, STD 840.03 CB - FRAME AND GRATE, STD 840.03 CB - FRAME AND GRATE, STD 840.03 CB - FRAME AND GRATE, STD 840.03 CB - FRAME AND GRATE, STD 840.03 DROP INL - FRAME WITH GRATE, STD 840.16 DROP INL - FRAME WITH GRATE, STD 840.16 DROP INL - FRAME WITH GRATE, STD 840.16 24" PRECAST CONCRETE ENDWALL, STD 838.80 CB - FRAME AND GRATE, STD 840.03 24" PRECAST CONCRETE ENDWALL, STD 838.80 DROP INL - FRAME WITH GRATE, STD 840.16 RIM ELEVATION 1.83 1.83 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 29.43 28.96 29.25 29.41 24.60 26.27 26.56 29.08 28.77 28.65 29.06 30.33 42.45 42.63 43.07 42.38 42.25 42.10 41.97 41.80 42.21 42.02 41.83 41.56 41.62 39.53 39.87 37.05 33.08 30.20 26.89 25.73 25.27 24.95 24.59 19.43 29.22 19.93 29.30 INVERT ELEVATIONS E INV IN (24) = 17.50' W INV OUT (30) = 16.99' NE INV OUT (18) = 22.16' SE INV IN (30) = 20.44' SW INV IN (18) = 21.44' NE INV IN (15) = 21.69' NW INV OUT (30) = 20.44' SW INV OUT (15) = 22.36' NW INV OUT (15) = 20.50' NE INV IN (15) = 22.50' SW INV OUT (15) = 22.50' SW INV OUT (15) = 22.90' SW INV IN (15) = 24.40' SE INV IN (12) = 22.35' NE INV OUT (24) = 22.25' SW INV IN (15) = 24.95' NE INV OUT (15) = 24.85' SW INV IN (24) = 21.75' S INV IN (12) = 22.30' NE INV OUT (30) = 21.25' SW INV IN (30) = 20.75' SE INV IN (42) = 19.77' NE INV IN (30) = 20.75' S INV IN (12) = 24.00' NW INV OUT (42) = 19.77' SE INV IN (30) = 22.20' SW INV OUT (30) = 21.75' SW INV OUT (15) = 38.45' E INV IN (15) = 38.13' SW INV OUT (15) = 38.13' SW INV IN (12) = 39.20' E INV IN (12) = 39.65' W INV OUT (15) = 38.38' NE INV IN (15) = 37.73' SW INV OUT (15) = 37.73' NE INV IN (15) = 37.53' SW INV OUT (15) = 37.53' NE INV IN (15) = 37.33' SW INV OUT (15) = 37.33' NE INV IN (15) = 37.13' SW INV OUT (15) = 37.13' NE INV IN (15) = 36.86' SW INV OUT (15) = 36.86' NE INV IN (15) = 38.13' SW INV OUT (15) = 37.62' NE INV IN (15) = 37.34' SW INV OUT (15) = 37.34' NE INV IN (15) = 37.07' SW INV OUT (15) = 37.07' NE INV IN (15) = 36.71' S INV OUT (15) = 36.71' NE INV IN (15) = 36.40' N INV IN (15) = 36.40' SW INV OUT (18) = 34.40' E INV OUT (15) = 35.40' NE INV IN (18) = 33.01' W INV IN (15) = 35.09' SW INV OUT (18) = 31.01' N INV IN (6) = 28.00' NE INV IN (18) = 30.05' SW INV OUT (24) = 27.55' NE INV IN (24) = 26.35' SW INV OUT (24) = 25.35' NE INV IN (24) = 24.47' W INV OUT (24) = 22.47' E INV IN (24) = 21.24' NW INV OUT (24) = 19.24' SE INV IN (24) = 17.36' W INV OUT (24) = 15.36' NE INV IN (6) = 22.00' NE INV IN (15) = 19.15' SW INV OUT (24) = 18.44' NE INV IN (24) = 18.10' SW INV OUT (24) = 18.10' NE INV IN (24) = 17.70' N INV IN (6) = 21.00' SW INV OUT (24) = 17.70' W INV OUT (24) = 17.20' NE INV OUT (15) = 25.35' NE INV IN (24) = 17.60' N INV IN (30) = 18.62' SW INV OUT (30) = 18.62' NORTHING/EASTING N: 189851.71 E: 2329033.39 N: 189835.57 E: 2329015.63 N: 190198.28 E: 2328820.98 N: 190174.60 E: 2328842.50 N: 190150.92 E: 2328864.02 N: 190127.24 E: 2328885.55 N: 190103.56 E: 2328907.07 N: 190079.88 E: 2328928.59 N: 190056.20 E: 2328950.12 N: 190032.52 E: 2328971.64 N: 190008.47 E: 2328533.58 N: 190144.69 E: 2328683.68 N: 190193.43 E: 2328737.36 N: 190242.53 E: 2328791.13 N: 190518.47 E: 2328190.09 N: 190725.46 E: 2328418.52 N: 190775.21 E: 2328472.43 N: 190421.73 E: 2328969.90 N: 190360.72 E: 2328902.54 N: 190494.01 E: 2329049.20 N: 190568.50 E: 2329131.56 N: 190656.53 E: 2329228.14 N: 189979.63 E: 2329005.10 N: 189939.16 E: 2329046.93 N: 189934.27 E: 2329088.56 N: 189893.47 E: 2328996.59 N: 189866.50 E: 2328967.06 N: 189839.67 E: 2328937.39 N: 189812.69 E: 2328907.86 N: 189783.51 E: 2328874.92 N: 189933.13 E: 2328953.98 N: 189896.15 E: 2328913.27 N: 189859.82 E: 2328873.32 N: 189811.32 E: 2328820.11 N: 189752.71 E: 2328839.41 N: 189671.34 E: 2328699.23 N: 189659.46 E: 2328735.84 N: 189598.13 E: 2328662.17 N: 189516.35 E: 2328574.95 N: 189478.02 E: 2328496.07 N: 189467.79 E: 2328373.82 N: 189545.62 E: 2328202.43 N: 189655.85 E: 2328885.21 N: 189552.85 E: 2328772.48 N: 189429.62 E: 2328628.30 N: 189388.25 E: 2328490.46 N: 190288.19 E: 2328866.39 N: 189411.90 E: 2328587.51 N: 190012.24 E: 2328835.44 DRAINAGE STRUCTURE TABLE STRUCTURE NAME S-02-31 S-02-33 S-02-34 S-02-35 S-02-36 S-02-37 S-02-38 S-02-39 S-02-40 S-02-41 S-02-42 S-02-43 S-02-44 S-02-45 S-02-45A S-02-46 S-02-48 S-02-49 S-03-01 S-03-03 S-03-04 S-03-05 S-03-07A S-03-07B S-03-09 S-03-10 S-03-11 S-03-12 S-03-13 S-03-14A S-03-14B S-03-15 S-03-16 S-03-17 S-03-18 S-03-19 S-03-20 S-03-21 S-03-22 S-03-23 S-03-24 S-03-25 S-03-27 S-03-28 S-03-29 S-03-30 S-03-31 X-BP1-S-02-01 X-BP1-S-02-02 STRUCTURE TYPE DROP INL - FRAME WITH GRATE, STD 840.16 DROP INL - FRAME WITH GRATE, STD 840.16 CB - FRAME AND GRATE, STD 840.03 DROP INL - FRAME WITH GRATE, STD 840.16 DROP INL - FRAME WITH GRATE, STD 840.16 DROP INL - FRAME WITH GRATE, STD 840.16 MH (7' DIAMETER) - FRAME WITH COVER, STD 840.54 CB - FRAME AND GRATE, STD 840.03 CB - FRAME AND GRATE, STD 840.03 MH (7' DIAMETER) - FRAME WITH COVER, STD 840.54 42" PRECAST CONCRETE ENDWALL, STD 838.80 DROP INL - FRAME WITH GRATE, STD 840.16 DROP INL - FRAME WITH GRATE, STD 840.16 DROP INL - FRAME WITH GRATE, STD 840.16 DROP INL - FRAME WITH GRATE, STD 840.16 DROP INL - FRAME WITH GRATE, STD 840.16 MH (7' DIAMETER) - FRAME WITH COVER, STD 840.54 MH (7' DIAMETER) - FRAME WITH COVER, STD 840.54 CB - FRAME AND GRATE, STD 840.03 CB - FRAME AND GRATE, STD 840.03 MH (6' DIAMETER) - FRAME WITH COVER, STD 840.54 CB - FRAME AND GRATE, STD 840.03 CB - FRAME AND GRATE, STD 840.03 CB - FRAME AND GRATE, STD 840.03 CB - FRAME AND GRATE, STD 840.03 CB - FRAME AND GRATE, STD 840.03 CB - FRAME AND GRATE, STD 840.03 CB - FRAME AND GRATE, STD 840.03 CB - FRAME AND GRATE, STD 840.03 DROP INL - FRAME WITH GRATE, STD 840.16 DROP INL - FRAME WITH GRATE, STD 840.16 DROP INL - FRAME WITH GRATE, STD 840.16 CB - FRAME AND GRATE, STD 840.03 DROP INL - FRAME WITH GRATE, STD 840.16 CB - FRAME AND GRATE, STD 840.03 DROP INL - FRAME WITH GRATE, STD 840.16 CB - FRAME AND GRATE, STD 840.03 CB - FRAME AND GRATE, STD 840.03 CB - FRAME AND GRATE, STD 840.03 CB - FRAME AND GRATE, STD 840.03 CONVERT EXISTING DROP INLET TO CB - FRAME AND GRATE, STD 840.03 MH (6' DIAMETER) - FRAME WITH COVER, STD 840.54 CB - FRAME AND GRATE, STD 840.03 CB - FRAME AND GRATE, STD 840.03 CB - FRAME AND GRATE, STD 840.03 LANDSCAPING CATCH BASIN MH (6' DIAMETER) - FRAME WITH COVER, STD 840.54 DROP INL - FRAME WITH GRATE, STD 840.16 MH (5' DIAMETER) - FRAME WITH COVER, STD 840.54 RIM ELEVATION 28.00 27.10 26.55 26.00 24.85 24.15 25.40 25.37 25.93 24.81 17.26 29.40 29.50 29.60 30.22 29.30 23.77 22.70 42.65 42.68 43.02 42.50 42.34 39.38 37.02 36.73 42.45 33.43 35.81 29.34 29.34 29.34 42.30 28.88 33.04 28.88 32.11 31.96 32.50 29.91 29.48 29.78 29.25 31.14 31.17 29.23 29.71 23.66 22.99 INVERT ELEVATIONS NE INV IN (30) = 18.19' SW INV OUT (30) = 18.19' NE INV IN (30) = 17.77' SW INV OUT (36) = 17.27' NE INV IN (36) = 16.94' SW INV OUT (36) = 16.94' NE INV IN (36) = 16.50' SW INV OUT (36) = 16.50' NE INV IN (36) = 15.97' SW INV OUT (36) = 15.97' NE INV IN (36) = 15.57' W INV OUT (42) = 15.07' E INV IN (42) = 14.50' NW INV OUT (42) = 14.50' SW INV OUT (15) = 16.30' NE INV IN (15) = 15.90' SW INV OUT (15) = 15.90' SE INV IN (42) = 14.40' NE INV IN (15) = 15.75' NW INV OUT (42) = 14.40' E INV IN (42) = 13.00' SE INV IN (4) = 21.50' NW INV IN (4) = 21.50' NE INV IN (4) = 21.50' W INV OUT (15) = 20.50' E INV IN (15) = 20.10' E INV IN (4) = 24.75' SE INV IN (15) = 21.50' NW INV OUT (15) = 20.10' SE INV IN (15) = 19.47' N INV IN (24) = 19.57' S INV OUT (30) = 18.97' NE INV IN (15) = 20.75' S INV OUT (24) = 20.00' NW INV OUT (15) = 22.00' SE INV IN (42) = 13.85' N INV OUT (42) = 13.85' S INV IN (42) = 13.20' W INV OUT (42) = 13.20' SE INV OUT (15) = 37.91' NW INV IN (15) = 37.68' SW INV IN (15) = 37.42' E INV IN (12) = 37.65' NE INV OUT (15) = 37.42' SE INV IN (12) = 38.00' NE INV OUT (15) = 37.68' SW INV IN (15) = 36.91' NW INV IN (15) = 37.91' NE INV OUT (15) = 36.91' SW INV IN (15) = 36.54' NE INV OUT (15) = 36.54' SW INV IN (15) = 33.55' NE INV OUT (15) = 33.55' SW INV IN (15) = 32.10' NE INV OUT (18) = 31.10' SW INV IN (18) = 31.01' NW INV OUT (18) = 30.01' NE INV IN (15) = 38.15' SE INV OUT (15) = 38.15' S INV IN (18) = 27.61' N INV OUT (24) = 27.11' SE INV IN (18) = 29.80' N INV OUT (18) = 28.80' SW INV IN (15) = 25.39' NE INV OUT (15) = 25.39' SW INV IN (6) = 26.60' NE INV OUT (15) = 25.69' SW INV IN (15) = 25.09' NE INV OUT (18) = 24.84' SW INV OUT (15) = 38.41' SE INV IN (18) = 24.00' NW INV OUT (24) = 23.50' NW INV IN (15) = 25.38' S INV IN (24) = 26.88' W INV OUT (24) = 25.38' SE INV IN (18) = 24.35' NW INV OUT (18) = 24.35' NW INV IN (15) = 26.38' SE INV OUT (15) = 26.13' NE INV IN (15) = 26.55' SW INV IN (15) = 26.55' SE INV OUT (15) = 26.55' SW INV OUT (15) = 26.68' SW INV IN (24) = 23.06' SE INV IN (24) = 24.24' NW INV OUT (30) = 22.56' SE INV IN (30) = 22.48' NW INV OUT (30) = 22.38' E INV IN (24) = 25.04' NW INV OUT (24) = 25.04' SE INV IN (24) = 23.31' NE INV OUT (24) = 23.31' SW INV OUT (15) = 22.70' NE INV OUT (15) = 26.68' NE INV OUT (6) = 27.05' SW INV IN (18) = 24.55' NE INV IN (6) = 27.30' NW INV OUT (18) = 24.55' E INV IN (24) = 16.99' NW INV OUT (24) = 16.99' SE INV IN (24) = 14.59' N INV OUT (24) = 14.59' NORTHING/EASTING N: 189929.64 E: 2328744.36 N: 189848.35 E: 2328654.53 N: 189784.46 E: 2328583.74 N: 189730.11 E: 2328470.29 N: 189636.93 E: 2328367.27 N: 189570.20 E: 2328293.30 N: 189549.43 E: 2328132.99 N: 189593.25 E: 2328128.20 N: 189571.52 E: 2328112.85 N: 189563.44 E: 2328107.93 N: 189784.02 E: 2327893.91 N: 190065.36 E: 2328964.01 N: 190041.54 E: 2328887.70 N: 190122.45 E: 2328815.67 N: 190210.63 E: 2328833.42 N: 189982.44 E: 2328924.36 N: 189635.06 E: 2327991.87 N: 189782.64 E: 2327934.62 N: 190128.11 E: 2329186.37 N: 190094.04 E: 2329217.25 N: 190048.26 E: 2329183.60 N: 190135.58 E: 2329263.02 N: 190169.88 E: 2329300.76 N: 190283.23 E: 2329422.22 N: 190346.27 E: 2329469.43 N: 190354.84 E: 2329473.47 N: 190170.45 E: 2329232.87 N: 190488.79 E: 2329492.68 N: 190378.05 E: 2329459.34 N: 190242.87 E: 2329255.37 N: 190175.66 E: 2329181.31 N: 190310.07 E: 2329329.42 N: 190204.73 E: 2329270.64 N: 190535.20 E: 2329278.26 N: 190533.12 E: 2329481.94 N: 190435.30 E: 2329369.06 N: 190700.93 E: 2329373.98 N: 190727.35 E: 2329352.10 N: 190748.23 E: 2329369.06 N: 190611.83 E: 2329269.29 N: 190633.76 E: 2329249.23 N: 190515.84 E: 2329381.11 N: 190569.94 E: 2329223.23 N: 190823.17 E: 2329243.09 N: 190712.65 E: 2329321.62 N: 190109.65 E: 2329131.87 N: 190386.45 E: 2329413.46 N: 189399.72 E: 2328348.54 N: 189522.59 E: 2328149.47 CG-155 DRAINAGE STRUCTURE TABLE (SHEET 2 OF 2) © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ I L M B P 3 - C G - 1 4 5 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 1 9 / 2 0 2 5 1 0 : 5 1 A M AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 NOTES 1.CONTRACTOR TO FIELD VERIFY EXISTING STRUCTURE INVERTS FOR PROPOSED PIPE CONNECTIONS. JKK AGS DMS Pipe Table PIPE NAME P-01A-20 P-01A-21 P-01A-22 P-01D-12A P-02-01 P-02-03 P-02-04 P-02-06 P-02-07 P-02-08 P-02-09A P-02-09B P-02-10 P-02-11 P-02-12 P-02-13 P-02-14 P-02-15 P-02-17 P-02-18 P-02-19 P-02-20 P-02-21 P-02-22 P-02-23 P-02-24 P-02-25 P-02-26 P-02-27B P-02-29 P-02-31 P-02-33 P-02-34 P-02-35 P-02-36 P-02-37 P-02-38 P-02-39 P-02-40 P-02-41 P-02-43 P-02-44 P-02-45 P-02-45A P-02-46 PIPE SIZE 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 18 15 18 24 24 24 24 24 24 24 24 24 15 30 30 36 36 36 36 42 42 15 15 42 15 15 30 24 15 PIPE LENGTH 10 75 73 91 69 68 42 40 40 40 44 47 55 54 72 62 139 38 96 120 88 123 188 55 153 190 44 142 81 123 121 95 126 139 100 162 29 27 9 136 80 108 112 90 70 PIPE SLOPE 0.99% 0.52% 0.55% 0.50% 0.46% 0.59% 0.60% 0.50% 0.50% 0.50% 0.61% 0.98% 0.51% 0.50% 0.50% 0.50% 1.00% 0.81% 1.00% 1.00% 1.00% 1.00% 1.00% 1.01% 0.22% 0.21% 0.22% 0.15% 0.49% 0.35% 0.35% 0.35% 0.35% 0.38% 0.40% 0.35% 0.35% 1.50% 1.59% 0.40% 0.50% 0.58% 0.31% 0.48% 0.72% Pipe Table PIPE NAME P-02-48 P-02-49 P-03-01 P-03-03 P-03-04 P-03-05 P-03-07A P-03-07B P-03-09 P-03-10 P-03-11 P-03-12 P-03-13 P-03-14A P-03-14B P-03-15 P-03-16 P-03-17 P-03-18 P-03-19 P-03-20 P-03-21 P-03-22 P-03-23 P-03-25 P-03-27 P-03-28 P-03-29 P-03-30 P-03-31 P-B-01 P-B-03 P-B-04 P-B-05 P-B-06 P-B-07 P-B-08 P-B-09 P-B-10 P-B-11 P-B-12 P-B-13 P-B-14 P-B-15 P-B-16 PIPE SIZE 42 42 15 15 15 15 15 15 18 18 15 24 18 15 15 18 15 24 24 18 15 15 15 30 24 24 15 15 6 18 12 12 12 6 6 6 6 6 6 6 6 6 6 6 6 PIPE LENGTH 158 41 46 62 57 51 166 79 9 27 46 46 116 100 100 114 51 65 102 135 200 34 27 30 147 62 11 34 28 66 31 37 55 1 4 19 21 16 2 8 9 12 140 4 1 PIPE SLOPE 0.41% 0.49% 0.50% 0.83% 0.46% 0.73% 1.80% 1.84% 0.95% 0.77% 0.52% 0.50% 1.03% 0.30% 0.30% 0.26% 0.51% 0.29% 0.33% 0.26% 0.38% 0.50% 0.48% 0.27% 0.54% 0.40% 0.41% 0.38% 0.54% 0.30% 1.61% 0.95% 1.00% 0.86% 0.49% 0.52% 0.52% 0.50% 0.54% 0.53% 0.53% 0.52% 0.34% 0.51% 0.86% Pipe Table PIPE NAME P-B-17 P-B-18 P-B-19 P-B-20 P-B-21 P-B-22 P-B-23 P-B-24 P-B-25 P-B-26 P-B-27 P-B-28 P-B-29 P-B-30 P-B-31 P-B-32 P-B-33 P-B-34 P-B-35 P-CO-01 P-CO-02 P-CO-03 P-CO-04 P-CO-05 P-CO-06 P-CO-07 P-CO-08 P-CO-09 P-CO-10 P-CO-11 P-CO-12 P-CO-13 P-CO-14 P-CO-15 P-CO-16 P-CO-17 P-FOUNTAIN-01 P-FOUNTAIN-02 P-RD-01 P-RD-02 P-RD-03 P-UD-01 P-UD-02 X-EX-P-02 X-EX-P-04 PIPE SIZE 6 6 6 6 12 12 15 4 4 6 6 6 6 6 6 6 6 6 15 6 6 6 6 12 12 12 12 6 6 6 6 6 6 6 6 6 4 4 12 12 4 6 6 36 15 PIPE LENGTH 3 116 4 24 40 47 17 29 31 56 21 73 90 21 81 62 18 37 21 26 300 227 11 29 44 8 8 11 256 226 67 74 70 320 44 81 64 9 10 38 46 13 30 219 223 PIPE SLOPE 0.74% 0.50% 0.50% 0.50% 0.56% 0.67% 0.74% 0.70% 0.48% 0.53% 3.15% 3.00% 3.00% 2.43% 2.09% 2.11% 2.27% 0.53% 0.70% 0.57% 0.50% 0.51% 0.55% 0.17% 0.68% 0.65% 1.00% 0.47% 0.31% 0.31% 0.37% 3.04% 2.14% 3.03% 2.06% 0.49% 0.50% 0.55% 0.61% 0.47% 0.65% 0.50% 0.50% 1.56% 0.62% CG-156 DRAINAGE PIPE TABLE © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ I L M B P 3 - C G - 1 4 5 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 1 9 / 2 0 2 5 1 0 : 5 1 A M AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 JKK AGS DMS NOTES 1.PIPE NAME CORRESPONDS TO UPSTREAM STRUCTURE NAME. EROSION AND SEDIMENT CONTROL NOTES 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 1:1 SIDE SLOPE (TYP.) 10 MILPLASTICLINING 3'- 0 " MIN . & X ' MA X . SECTION A-A NOT TO SCALE ABOVE GRADE WASHOUT STRUCTURE NOT TO SCALE PLAN SECTION B-B HIGHCOHESIVE &LOW FILTRATIONSOIL BERM 8" 6" 2' HIGHCOHESIVE &LOW FILTRATIONSOIL BERM1:1 SIDE SLOPE (TYP.) 10 MIL PLASTIC 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 BE MAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES 75% 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 LIQUID AND/OR SOLID REACHES 75% OF THE STRUCTURES CAPACITY TO PROVIDE ADEQUATE HOLDING CAPACITY WITH A MINIMUM 12 INCHES OF FREEBOARD. 3.CONCRETE WASHOUT STRUCTURE NEEDSTO BE CLEARY MARKED WITH SIGNAGE NOTING DEVICE. ONSITE CONCRETE WASHOUT STRUCTURE WITH LINER CONCRETEWASHOUT CONCRETE WASHOUT PLAN CLEARLY MARKED SIGNAGE NOTING DEVICE (18"X24" MIN.) CLEARLY MARKED SIGNAGE NOTING 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. © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : c: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ I L M B P 3 - C G - 1 6 5 . d w g Pl o t t e d b y : Wi l l i a m M c N a m a r a Pl o t t e d o n : 6/ 1 9 / 2 0 2 5 2 : 3 6 P M AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 RJL WMM WMM CG-165 LEA S E A R E A O T H E R S 5' S I D E W A L K MO D E R N A V I A T I O N A C C E S S R O A D MODERN A V I A T I O N D R I V E W A Y AI R P O R T B L V D AIRPORT B O U L E V A R D ARFF ACC E S S R O A D ARF F A C C E S S R O A D LOT F AIR P O R T P A R K I N G L O T T E M P R D W Y MODERN A V I A T I O N P A R K I N G L O T HEW L E T T D R I V E LOT D LOT C LOT E LOT B LOT A RE N T A L C A R L O T TRADEW I N D S D R I V E AIRPORT B O U L E V A R D AIRPORT B O U L E V A R D DOLAN DRIVE HEW L E T T D R I V E AIRP O R T B O U L E V A R D AIRP O R T B O U L E V A R D TE R M I N A L TR A S K D R I V E TE R M I N A L X X X X X X X X X X X X X X X X X X X X X X X 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 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X GA T E FE N C E XXXXXXXX XX XX XXXXXX XX XX XX XX XX XX XX XX XX XX XX INV . 1 1 . 1 6 STO R M S E W E R HE A D W A L L 72" R C P 72" R C P 72" R C P 72" R C P 72" R C P 72 " R C P STO R M S E W E R CUR B I N L E T RIM 2 2 . 7 8 ( f u t . E O P ) INV . 1 3 . 7 2 ( N ) INV . 1 3 . 7 0 ( S ) 1 5 " R C P STO R M S E W E R YA R D I N L E T RIM 2 0 . 9 0 IN V . 1 6 . 1 4 ( E ) INV . 1 6 . 1 3 ( S ) 18" R C P STO R M S E W E R YAR D I N L E T RIM 2 1 . 4 0 INV . 1 6 . 4 4 ( W ) STO R M S E W E R MAN H O L E RIM 2 4 . 2 2 IN V . 1 2 . 0 3 ( N ) IN V . 1 1 . 8 2 ( E ) INV . 1 2 . 4 2 ( S ) INV . 1 1 . 8 6 ( W ) 72" R C P STO R M S E W E R MAN H O L E RIM 2 4 . 3 2 IN V . 1 2 . 6 7 ( N ) INV . 1 2 . 6 7 ( E ) INV . 1 2 . 6 6 ( S ) 48" R C P 60" R C P 72 " R C P INV . 1 0 . 5 3 STO R M S E W E R HEA D W A L L STO R M S E W E R MAN H O L E RIM 2 4 . 5 1 IN V . 1 5 . 2 4 ( N W ) IN V . 1 3 . 2 3 ( N E ) 24" R C P STO R M S E W E R YAR D I N L E T RIM 1 9 . 4 0 INV . 1 6 . 2 3 ( N ) INV . 1 6 . 2 6 ( S ) 24" R C P STO R M S E W E R YA R D I N L E T RIM 2 2 . 1 1 IN V . 1 7 . 9 8 ( E ) INV . 1 7 . 8 7 ( S ) STO R M S E W E R MAN H O L E RIM 2 4 . 1 2 INV . 1 2 . 2 2 ( E ) IN V . 1 2 . 2 2 ( W ) STO R M S E W E R MAN H O L E RIM 2 4 . 2 1 INV . 1 3 . 2 7 ( E ) IN V . 1 3 . 2 6 ( W ) 48" R C P 72" R C P STO R M S E W E R YAR D I N L E T RIM 2 3 . 3 0 INV . 1 4 . 3 6 ( E ) INV . 1 4 . 3 2 ( W ) STO R M S E W E R MAN H O L E RIM 2 7 . 8 1 INV . 1 5 . 7 5 ( E ) IN V . 1 5 . 7 5 ( W ) 48 " R C P 48" R C P STOR M S E W E R MANHO L E RIM 29 . 2 8 INV. 1 6 . 8 9 ( W ) STO R M S E W E R MAN H O L E RIM 2 9 . 0 6 INV . 2 0 . 0 5 ( N ) INV . 2 0 . 0 4 ( W ) STO R M S E W E R MAN H O L E RIM 2 8 . 9 1 INV . 1 3 . 4 4 ( N ) INV . 2 4 . 4 6 ( E ) INV . 1 3 . 4 1 ( S ) STO R M S E W E R MAN H O L E RIM 2 8 . 1 4 INV . 1 3 . 4 4 ( N ) INV . 2 4 . 4 6 ( E ) INV . 2 4 . 8 2 ( W ) 72 " R C P 72" R C P 18" R C P 18 " R C P 18" O V A L STO R M S E W E R YAR D I N L E T RIM 2 7 . 2 3 INV . 2 4 . 9 6 ( E ) INV . 2 4 . 9 9 ( W ) 18" R C P 18" R C P 18" R C P STO R M S E W E R YAR D I N L E T RIM 2 7 . 7 4 INV . 2 4 . 6 7 ( E ) INV . 2 4 . 5 3 ( W ) 18" R C P STO R M S E W E R YA R D I N L E T RIM 2 6 . 7 1 INV . 2 3 . 3 0 ( E ) INV . 2 3 . 2 8 ( W ) 30 " R C P STO R M S E W E R YAR D I N L E T RIM 2 5 . 2 8 INV . 1 8 . 5 0 ( N ) INV . 2 1 . 2 9 ( W ) IN V . 1 9 . 7 1 ( E ) INV . 1 8 . 4 8 ( S ) 30 " R C P STO R M S E W E R YAR D I N L E T RIM 2 1 . 5 1 INV . 1 4 . 2 7 ( E ) INV . 1 4 . 2 2 ( W ) STO R M S E W E R YAR D I N L E T RIM 2 3 . 3 0 INV . 1 5 . 2 3 ( E ) INV . 1 5 . 2 3 ( W ) STO R M S E W E R YAR D I N L E T RIM 2 4 . 8 0 INV . 1 5 . 6 3 ( E ) INV . 1 5 . 6 1 ( W ) 42" R C P 42" R C P 42 " R C P IN V . 1 5 . 7 9 IN V . 1 5 . 9 1 IN V . 1 5 . 8 3 18 " R C P 18 " R C P 24" R C P 12 " R C P 1 2 " R C P 18 " R C P 48" R C P 48" R C P STO R M S E W E R CU R B I N L E T RIM 2 4 . 6 0 ( E O P ) INV . 1 8 . 3 9 ( S ) STO R M S E W E R CU R B I N L E T RIM 2 4 . 5 0 ( E O P ) INV . 1 7 . 1 3 ( N ) INV . 1 3 . 4 6 ( W ) IN V . 1 3 . 4 5 ( E ) STO R M S E W E R CUR B I N L E T RIM 2 3 . 2 5 ( E O P ) INV . 1 3 . 7 6 ( E ) STO R M S E W E R MA N H O L E RIM B U R I E D STO R M S E W E R MAN H O L E RIM 2 3 . 8 4 INV . 1 3 . 3 5 ( S ) STO R M S E W E R YAR D I N L E T RIM 2 1 . 4 0 INV . 1 6 . 4 4 ( W ) 24" R C P RIP - R A P STO R M S E W E R YAR D I N L E T RIM 2 6 . 8 5 INV . 2 0 . 6 5 ( N ) INV . 2 0 . 6 5 ( S ) 24" R C P STO R M S E W E R YAR D I N L E T RIM 2 7 . 0 0 INV . 1 9 . 8 0 ( N ) IN V . 2 0 . 5 7 ( W ) INV . 1 9 . 4 1 ( S ) STO R M S E W E R YAR D I N L E T RIM 2 7 . 0 0 INV . 1 3 . 2 3 ( S ) INV . 2 0 . 9 9 IN V . 2 0 . 3 7 18" R C P STO R M S E W E R YAR D I N L E T RIM 2 1 . 3 3 INV . 1 2 . 1 2 ( N ) INV . 1 1 . 9 5 ( E ) 24" R C P 24" R C P STO R M S E W E R YAR D I N L E T RIM 2 0 . 7 4 INV . 1 0 . 8 4 ( W ) INV . 1 0 . 3 5 ( N ) INV . 9 . 7 4 ( S ) STO R M S E W E R MAN H O L E RIM 2 5 . 1 1 INV . 6 . 5 2 STORM SEWERMANHOLERIM 23.52INV. 12.73 (E) 4 8 " R C P 36" R C P INV. 12.68 (W) 36 " R C P RIP - R A P RIP - R A P STO R M S E W E R MAN H O L E RIM 2 2 . 7 1 INV . 1 5 . 4 6 ( E ) INV . 1 4 . 3 9 ( S ) INV . 1 4 . 1 3 ( W ) 18" R C P STO R M S E W E R MAN H O L E RIM 2 3 . 4 6 INV . 1 5 . 3 7 ( E ) INV . 1 5 . 3 3 ( N ) 24" RCP 24" RCP 18" RCP IN V . 1 9 . 5 5 INV . 1 8 . 8 9 RIP - R A P STO R M S E W E R YAR D I N L E T RIM 2 0 . 7 5 INV . 7 . 3 7 ( E ) STO R M S E W E R YAR D I N L E T RIM 2 3 . 0 0 INV . 1 7 . 2 9 ( W ) INV . 1 7 . 4 4 ( N ) INV . 1 7 . 2 2 ( E ) INV . 1 7 . 2 0 ( S ) STO R M S E W E R MA N H O L E RIM 2 5 . 7 5 INV . 1 4 . 5 4 ( N ) INV . 1 7 . 5 0 ( S ) INV . 1 4 . 4 3 ( W ) 36" R C P 24" RCP IN V . 9 . 8 9 STO R M S E W E R YAR D I N L E T RIM 2 2 . 8 5 INV . 1 8 . 2 2 ( N ) 36 " R C P 24 " R C P RIP - R A P INV . 1 8 . 4 7 STO R M S E W E R YAR D I N L E T RIM 2 4 . 7 4 INV . 2 2 . 4 8 ( E ) IN V . 1 9 . 0 9 ( W ) 18" RCP 15" RC P RIP - R A P INV . 2 2 . 6 7 INV . 2 2 . 9 0 INV . 2 3 . 0 8 INV . 2 4 . 1 9 RIP - R A P IN V . 2 3 . 9 8 STO R M S E W E R YAR D I N L E T RIM 2 5 . 4 0 INV . 2 2 . 4 2 ( E ) INV . 1 9 . 1 9 ( S ) 15" RCP RIP - R A P INV . 2 2 . 8 4 36 " R C P STO R M S E W E R YA R D I N L E T RIM 2 1 . 1 5 INV . 1 4 . 4 5 ( E ) INV . 1 3 . 9 1 ( S ) 36 " R C P 36" R C P STO R M S E W E R YA R D I N L E T RIM 2 2 . 0 0 IN V . 1 6 . 9 8 ( E ) INV . 1 6 . 4 5 ( W ) 30" R C P STO R M S E W E R CUR B I N L E T EOP 2 7 . 7 1 INV . 2 3 . 0 0 ( N ) INV . 2 2 . 1 4 ( S ) IN V . 2 1 . 8 3 6 ( W ) STO R M S E W E R CU R B I N L E T EOP 2 7 . 3 4 INV . 2 4 . 1 5 ( E ) INV . 2 3 . 8 0 ( S ) 18 " R C P 30 " R C P 15" R C P STO R M S E W E R CU R B I N L E T EOP 2 9 . 0 4 INV . 2 5 . 5 2 ( W ) RIP - R A P INV . 2 6 . 5 7 INV . 2 6 . 3 7 INV . 2 6 . 3 6 INV . 2 5 . 3 4 INV . 2 5 . 0 7 INV . 2 6 . 8 9 RIP - R A P INV . 2 6 . 3 4 STO R M S E W E R CUR B I N L E T EO P 3 1 . 8 1 INV . 2 8 . 5 2 ( W ) INV . 2 8 . 2 6 ( E ) 15" R C P STO R M S E W E R CUR B I N L E T EOP 3 3 0 2 INV . 3 0 . 7 1 ( E ) 15 " R C P STO R M S E W E R CUR B I N L E T EO P 3 4 . 2 3 INV . 2 9 . 0 2 ( W ) INV . 2 8 . 9 8 ( E ) 15" R C P 15" R C P STO R M S E W E R CUR B I N L E T EOP 3 6 . 9 7 INV . 3 3 . 2 5 ( W ) INV . 3 2 . 9 9 ( E ) STO R M S E W E R YAR D I N L E T RIM 3 7 . 9 0 INV . 3 3 . 8 0 ( E ) STO R M S E W E R CUR B I N L E T EOP 3 7 . 6 7 INV . 3 4 . 2 8 ( S ) INV . 3 3 . 9 6 ( W ) STO R M S E W E R CUR B I N L E T EO P 3 2 . 3 1 INV . 2 8 . 9 6 ( E ) INV . 2 8 . 8 2 ( W ) STO R M S E W E R CU R B I N L E T EOP 3 1 . 1 8 INV . 2 8 . 0 1 ( E ) INV . 2 7 . 5 8 ( W ) STO R M S E W E R CUR B I N L E T EOP 3 1 . 1 6 INV . 2 6 . 7 7 ( E ) INV . 2 7 . 5 8 ( W ) 15" R C P 15" R C P 18" R C P 18" R C P 24 " R C P STO R M S E W E R CUR B I N L E T EO P 3 1 . 1 0 INV . 2 7 . 8 1 ( N ) STO R M S E W E R CUR B I N L E T EOP 3 1 . 1 2 INV . 2 6 . 8 5 ( S ) INV . 2 6 . 6 7 ( N ) 15" R C P 30" RC P 24" R C P STORM S E W E R CURB IN L E T EOP 32.1 3 INV. 29. 1 9 ( E ) INV. 29. 1 2 ( N ) STO R M S E W E R CU R B I N L E T EO P 3 8 . 9 6 INV . 3 6 . 0 8 ( E ) INV . 3 5 . 9 0 ( W ) ST O R M S E W E R MAN H O L E RIM 4 1 . 9 0 IN V . 3 8 . 9 1 ( S ) IN V . 3 7 . 6 9 ( E ) IN V . 3 7 . 4 7 ( W ) ST O R M S E W E R MA N H O L E RI M 4 2 . 6 3 IN V . 3 8 . 4 6 ( S ) IN V . 3 8 . 2 9 ( E ) ST O R M S E W E R MA N H O L E RI M 4 2 . 0 1 IN V . 3 7 . 6 7 ( W ) IN V . 3 7 . 6 2 ( S ) IN V . 3 7 . 4 7 ( E ) STO R M S E W E R CUR B I N L E T EOP 2 7 . 9 0 I N V . 22.4 7 ( E ) INV . 22.1 9 ( N ) STO R M S E W E R MANH O L E R I M ( P A V E D OVER ) 0 STO R M S E W E R CUR B I N L E T EOP 3 0 . 6 8 I N V . 26.6 9 ( S ) I N V . 25.9 2 ( E ) I N V . 25.6 9 ( W ) STO R M S E W E R YARD I N L E T RIM 2 1 . 2 0 I N V . 13.5 5 ( N ) I N V . 13.5 4 ( S ) STO R M S E W E R YAR D I N L E T RIM 2 1 . 6 0 I N V . 13.2 8 ( N ) I N V . 13.29 ( S ) STO R M S E W E R MANH O L E R I M 2 2 . 3 6 INV. 1 1 . 4 1 ( N ) INV . 1 1 . 4 0 ( S ) STO R M S E W E R YARD I N L E T RIM 2 0 . 6 5 I N V . 15.2 6 ( N ) I N V . 14.6 3 ( S ) STO R M S E W E R YARD I N L E T R I M 19.4 6 INV . 1 5 . 5 4 ( S ) STO R M S E W E R MANH O L E R I M 2 2 . 3 6 INV . 1 5 . 1 7 ( N ) INV . 1 1 . 9 0 ( W ) INV. 1 1 . 8 9 ( E ) INV . 1 1 . 8 9 ( S ) STOR M S E W E R CUR B I N L E T RIM 2 3 . 2 8 ( E O P ) INV . 1 2 . 3 7 ( W ) I N V . 12.3 5 ( E ) STOR M S E W E R CUR B I N L E T RIM 2 3 . 3 1 ( E O P ) INV. 1 2 . 7 7 ( N ) I N V . 12.75 ( E ) MH MH SA N I T A R Y S E W E R MAN H O L E RIM 2 4 . 4 9 INV . 7 . 6 6 SA N I T A R Y S E W E R MAN H O L E RIM 2 4 . 1 7 INV . 6 . 6 2 SAN SAN SAN I T A R Y S E W E R MAN H O L E RIM 2 4 . 2 0 INV . 9 . 7 0 SAN I T A R Y S E W E R MAN H O L E RIM 2 5 . 0 8 IN V . 1 1 . 5 0 SAN I T A R Y S E W E R MA N H O L E RIM 2 5 . 5 4 INV . 1 1 . 8 8 SAN I T A R Y S E W E R MAN H O L E RIM 2 7 . 0 0 INV . s e a l e d SAN I T A R Y S E W E R MAN H O L E RIM 2 6 . 5 6 INV . s e a l e d SAN I T A R Y S E W E R MAN H O L E RIM 2 7 . 6 7 INV . s e a l e d SAN I T A R Y S E W E R MAN H O L E RIM 2 8 . 7 2 INV . 1 6 . 0 2 SA N I T A R Y S E W E R MA N H O L E RIM 2 7 . 1 4 INV . 1 4 . 8 3 SAN I T A R Y S E W E R MAN H O L E RIM 2 9 . 2 6 INV . f u l l o f d i r t SAN I T A R Y S E W E R MAN H O L E RIM 2 8 . 7 8 SAN I T A R Y S E W E R MAN H O L E RIM 2 4 . 7 0 IN V . s e a l e d SAN I T A R Y S E W E R MAN H O L E RIM 2 4 . 2 9 INV . s e a l e d S A N S A N S A N S A N S A N S A N S A N S A N W SAN I T A R Y S E W E R MAN H O L E RIM 4 2 . 3 1 IN V . 1 5 . 1 5 SAN I T A R Y S E W E R MAN H O L E RIM 3 0 . 6 8 IN V . 1 2 . 2 6 SAN I T A R Y S E W E R MAN H O L E RIM ( C O V E R E D ) INV . ( C O V E R E D ) SAN I T A R Y S E W E R MAN H O L E RIM 2 4 . 9 4 INV . 8 . 1 5 SAN I T A R Y S E W E R MAN H O L E RIM ( C O V E R E D ) INV . ( C O V E R E D ) SAN I T A R Y S E W E R MAN H O L E RIM ( C O V E R E D ) INV . ( C O V E R E D ) SAN I T A R Y S E W E R MAN H O L E RIM 2 9 . 9 1 INV . 1 5 . 3 4 SAN I T A R Y S E W E R MAN H O L E RIM 3 1 . 9 9 INV . 2 1 . 2 6 ( N ) INV . 1 7 . 0 3 ( W ) SAN I T A R Y S E W E R MAN H O L E RIM 2 9 . 3 9 INV . 2 3 . 3 5 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 SAN SAN SAN SAN SAN SAN S A N S A N S A N SAN SAN S A N S A N SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN S S S S S S S S S S S S S S S S S S S 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 GAS GAS GAS SAN SAN SAN S 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 G G G 13 " X 2 2 " C M P 48" R C P GAS GAS G G GAS GAS GAS GA S GA S GA S S S SAN SAN 15" RCP 15" R C P 18 " R C P 18" R C P 24" RC P 30" RCP 30" RCP 30 " R C P 48 " R C P 18" R C P S A N S A N S A N S A N W W W W W S A N S A N SA N S A N S A N W W W W SA N SA N S A N S 42 " R C P 15" R C P 15 " R C P 15" RC P 15" RCP W W W WWWW W W W W W S A N S A N S A N SAN SAN SAN SAN SAN SAN S A N S A N S A 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 . 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 SA N SAN SAN SAN SAN SA N SA N S S 8" 8" 8" 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 54" RCP 54" R C P 54 " R C P 54 " R C P 54 " R C P 18" RCP18" RCP 30 " R C P 18 " R C P 18" RCP 18 " R C P 30 " R C P 3 0 " R C P 60" RCP 30" R C P W W W W W S W W W W W W W W W W W W W W W W 24 " R C P 42 " R C P 24" R C P 24" RC P 30" R C P 30 " R C P SAN SAN SAN W W 18 " R C P 15" C M P 12 " R C P 12 " R C P 18 " R C P 18" RCP 1 8 " R C P SAN SAN I T A R Y S E W E R RIM 2 2 . 1 7 INV . O U T 1 6 . 7 7 SAN I T A R Y S E W E R MAN H O L E INV I N 1 6 . 1 3 INV . O U T 1 6 . 1 3 SAN I T A R Y S E W E R MAN H O L E RIM 2 3 . 9 2 INV . I N 1 5 . 1 2 ( W E S T ) INV . I N 1 3 . 4 8 ( N O R T H ) INV . O U T 1 3 . 4 8 ( S O U T H ) W S S SAN SAN I T A R Y S E W E R MAN H O L E RIM 2 3 . 8 7 INV. 10.78 WINGWALL WING WALL WALL WINGWALL INV. 10.69 INV. 10.17 INV. 9.99 WING GA S GA S GA S GA S 18"RC P INV . 26.23 INV. 25.8 7 JUNC T I O N BOX SAN I T A R Y S E W E R MANH O L E RIM 2 9 . 3 9 INV.2 3 . 9 1 WATE R VALVE FIREHYDR A N T BACK F L O W PREV E N T O R WATE R METER 8"PVC INV. 27.17 INV. 27.26 RIP- R A P W BAC K F L O W PREV E N T E R WATE R METE R 15"RC P INV.2 5 . 3 9 HEAD W A L L WATER METE R HEAD W A L L 15"RC P INV. 2 5 . 9 8 INV . 25. 8 4 IN V .26. 0 0 12" R C P INV .26. 0 6 INV .26. 4 0 INV. 2 3 . 1 3 RIM 2 5 . 3 8 STOR M I N L E T INV. 1 3 . 8 3 RIM 2 6 . 6 8 STOR M I N L E T SAN I T A R Y S E W E R MAN H O L E RIM 2 7 . 4 9 INV . 2 0 . 3 1 SAN I T A R Y S E W E R MAN H O L E RIM 2 8 . 7 0 INV . 2 0 . 1 0 SAN I T A R Y S E W E R MAN H O L E RIM 2 8 . 7 5 INV . 2 0 . 0 1 GASMETE R GASVALVE FIRE HYDR A N T GAS GAS GAS GAS GAS GAS XXXXXXXXXXXXXXX XXXXXXXXXXXXXXX X X XX XX XX X XXX XX X XXXXXXXXXXXXXXXXX XXXXXXXXX X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXX X X X X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 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 XXXX XXXXXXXXX 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 XXX X X X X X X X X X X X X X X X 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 XXXXXXXXXXXXX XXXXXX X X X X X X X X X X X X X X XX X X X X X X X X X X X XXX XXXX X X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X X X X4 1 2 3 IST B SF SF S F S F SF SF SF SF SF SF SF IST B IST B IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IST B IST B IST B TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : c: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ I L M B P 3 - C G - 1 6 6 . d w g Pl o t t e d b y : Wi l l i a m M c N a m a r a Pl o t t e d o n : 6/ 1 9 / 2 0 2 5 2 : 3 7 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 200100100 100 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: SHEET MUST BE PRINTED IN COLOR PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 CG-166 RJL WMM WMM EROSION AND SEDIMENT CONTROL PLAN OVERALL NOTE: THE CONTRACTOR SHALL CONTACT NCDEQ (910-796-7215) AT LEAST 48 HOURS IN ADVANCE OF COMMENCING LAND DISTURBING ACTIVITIES TO CONDUCT THE PRECONSTRUCTION CONFERENCE. STOCKPILE NOTES: 1.NO STOCKPILES ARE PROPOSED. IF A STOCKPILE BECOMES NECESSARY, IT MUST BE PLACED WITHIN THE LIMITS OF DISTURBANCE AND THE BASE IS TO BE SURROUNDED WITH SILT FENCE. 2.IF MATERIAL IS TO BE STOCKPILED WITHIN THE AOA, IT 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. ALL EXCESS MATERIAL THAT DOES NOT MATCH OR CONFORM TO EXISTING GRADES MUST BE HAULED TO THE CONTRACTORS STAGING AREA OR HAULED OFFSITE TO AN APPROVED FACILITY BY THE END OF EACH WORK SHIFT. TOTAL DISTURBANCE: 21.0 ACRES LEGEND NOTES TS CE LOD SF PS IP IPEXC. # IST B 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022 AND JANUARY 12, 2024, SURVEY. b.PROPOSED DESIGN SURFACE FROM PHASE 1A AND 1B. 2.SHEET MUST BE PRINTED IN COLOR. 3.CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION ENTRANCES WHERE NOTED ON EROSION CONTROL PLANS. 4.CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING AND PROTECTING ALL KNOWN UTILITIES DURING CONSTRUCTION. 5.CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING EROSION CONTROL MEASURES AFTER RAIN EVENTS AND TAKE CORRECTIVE ACTIONS AS NEEDED. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR KEEPING THE RAINFALL LOG. 6.ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE AT THE END OF THIS PACKAGE UNLESS OTHERWISE DIRECTED BY THE RPR OR ENGINEER. 7.CONTRACTOR SHALL REGULARLY CHECK EROSION CONTROL MEASURES AS STATED IN THIS CONTRACT AND ENSURE POSITIVE DRAINAGE ACROSS THE JOB SITE. LIMITS OF DISTURBANCE TEMPORARY SILT FENCE GRAVEL CONSTRUCTION ENTRANCE TEMPORARY SEEDING PERMANENT SEEDING FILTER SOCK INLET PROTECTION PROPOSED MINOR CONTOURS PROPOSED MAJOR CONTOURS EXISTING MINOR CONTOURS EXISTING MAJOR CONTOURS PROPOSED STORM PIPE EXISTING STORM PIPE DEMOLITION EXCAVATED DROP INLET PROTECTION ROCK INLET SEDIMENT TRAP - TYPE B XXXXX XXXXX STORM PIPE DEMOLITION FENCE DEMOLITION X STRUCTURE TO BE DEMOLISHED, REFER TO DEMO PLAN PROPOSED PAVEMENT LOT B LOT A TRADE W I N D S 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 XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX IN V . 1 0 . 5 3 ST O R M S E W E R HE A D W A L L ST O R M S E W E R YA R D I N L E T RIM 2 0 . 7 4 IN V . 1 0 . 8 4 ( W ) IN V . 1 0 . 3 5 ( N ) IN V . 9 . 7 4 ( S ) ST O R M S E W E R MA N H O L E RIM 2 5 . 1 1 IN V . 6 . 5 2 STORM SEWER MANHOLE RIM 23.52 INV. 12.73 (E) 4 8 " R C P 36 " R C P INV. 12.68 (W) 36 " R C P RI P - R A P RIP - R A P ST O R M S E W E R MA N H O L E RIM 2 2 . 7 1 IN V . 1 5 . 4 6 ( E ) IN V . 1 4 . 3 9 ( S ) IN V . 1 4 . 1 3 ( W ) 18 " R C P ST O R M S E W E R MA N H O L E RIM 2 3 . 4 6 IN V . 1 5 . 3 7 ( E ) IN V . 1 5 . 3 3 ( N ) 24" RCP 24" RCP 18" RCP IN V . 1 9 . 5 5 IN V . 1 8 . 8 9 RIP - R A P ST O R M S E W E R YA R D I N L E T RIM 2 0 . 7 5 IN V . 7 . 3 7 ( E ) ST O R M S E W E R YA R D I N L E T RIM 2 3 . 0 0 IN V . 1 7 . 2 9 ( W ) IN V . 1 7 . 4 4 ( N ) IN V . 1 7 . 2 2 ( E ) IN V . 1 7 . 2 0 ( S ) ST O R M S E W E R MA N H O L E RIM 2 5 . 7 5 IN V . 1 4 . 5 4 ( N ) IN V . 1 7 . 5 0 ( S ) IN V . 1 4 . 4 3 ( W ) 36" R C P 24" RC P IN V . 9 . 8 9 ST O R M S E W E R YA R D I N L E T RIM 2 2 . 8 5 IN V . 1 8 . 2 2 ( N ) 36 " R C P 24 " R C P RI P - R A P IN V . 1 8 . 4 7 ST O R M S E W E R YA R D I N L E T RIM 2 4 . 7 4 IN V . 2 2 . 4 8 ( E ) IN V . 1 9 . 0 9 ( W ) 18" RCP 15" RC P RI P - R A P IN V . 2 2 . 6 7 IN V . 2 2 . 9 0 IN V . 2 3 . 0 8 IN V . 2 4 . 1 9 RIP - R A P IN V . 2 3 . 9 8 ST O R M S E W E R YA R D I N L E T RIM 2 5 . 4 0 IN V . 2 2 . 4 2 ( E ) IN V . 1 9 . 1 9 ( S ) W SAN SAN SAN SAN SAN SAN S GAS GAS GAS W W WW W W 1 8 " R C P 10.7 8 WING WAL L WIN G WAL L WAL L WING WAL L INV . 10.6 9 INV . 10.1 7 INV . 9.99 WING 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 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X 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 X X X X X X X X X X X X X 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 XXXXXXXX X X 2 5 2 6 2 7 2 8 29 24 . 5 25 . 5 2 6 . 5 2 7 . 5 2 8 . 5 22 22 23 23 24 24 25 IST B 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 LOD LOD LOD LOD LO D LODLODLOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LO 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 LOD 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 SF SF SF SF SF SF SF SILT FENCE FOR PAVEMENT DEMOLITION, TO BE REMOVED BEFORE GRADING OPERATIONS BEGIN IST B IST B IP IP IST B IF CONTRACTOR IS TO USE THIS AS ACCESS POINT, A CONSTRUCTION ENTRANCE MUST BE PLACED AND SEDIMENT IS NOT TO LEAVE THE CONSTRUCTION ZONE. SWEEPING SHOULD BE CONDUCTED DAILY. TS TS TS TS TS © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : c: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ I L M B P 3 - C G - 1 6 6 . d w g Pl o t t e d b y : Wi l l i a m M c N a m a r a Pl o t t e d o n : 6/ 1 9 / 2 0 2 5 2 : 3 8 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: KEYMAP SHEET MUST BE PRINTED IN COLOR PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: X X X X XX X X X XPARKINGSIGNH\CSIGNH\CB-5 SIGN B-4 SIG N B-3 SI G N B-2 S I G N B-1 S I G N C-1 SIG N C-2 SIG N C-3 SIGN C-4 SIG N C-5 SIG N C-5 SIGN C-5 SIGN B-5 SIG N B-5 SIG N B-5 SIGN B-4 SIGN B-3 SIG NB-3 SIG N B-4 SIG N B-4 SIGN C-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGN B-2 SIGN C-1 SIGNB-1 SIGN C-3 SI G N C-3 S I G N C-4 S I G N C-4 S I G NSIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKIN G SIGNPARKINGSIGNPARKI N G SIGNPARKINGSIGNPARKINGSIGNPARKING SIGNH\C SIGNH\CSIGNH\CSIGNH\CSIGNH\CINFO.B-5 SIGN B-4 SIG N B-3 SI G N B-2 S I G N B-1 S I G N C-1 SIG N C-2 SIG N C-3 SIGN C-4 SIG N C-5 SIG N C-5 SIGN C-5 SIGN B-5 SIG N B-5 SIG N B-5 SIGN B-4 SIGN B-3 SIG NB-3 SIG N B-4 SIG N B-4 SIGN C-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGN B-2 SIGN C-1 SIGNB-1 SIGNSIGNSIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SI G N C-3 S I G N C-4 S I G N C-4 S I G N SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGN INFO.SIGNSIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKIN G SIGNPARKINGSIGNPARKI N G STOP SIGNPARKINGSIGNPARKINGSIGNPARKINGINFO.SIGN SIGNH\C SIGNH\CSIGNINFO.SIGNINFO.CONSTR U C T I O N TRAILER LIGHT PO L E TRAFFICPED.TRAFFIC TICKETBOOTHNCDOT R \ W DISK NCDOT R \ W DISK CURB L I N E CURB L I N E CURB L I N E CURB L I N E CURB LIN E CURB L I N ECURB LINEINFO. S I G N INFO. SIG N LIMIT SIG N SPEED SIGNPARKING LIMIT S I G N SPEED INFO. S I G N INFO. S I G N EXIT SIG N INFO. S I G N INFO. SIG N INFO. SI G NLIMIT SIGNSPEEDINFO. SIG N INFO. SI G NINFO. SIGNINFO. S I G N INFO. SIG N INFO . S I G NSTOP SIGNSTOP SIG N STOP SIGN STOP S I G N STOPSIGNSTREETSIGNYIELDSIGNYIELDSIGNINFO.SIGNSTREE T SIGNINFO.SIGNINFO .SIGNINFO. SIGNINFO.SIGNINFO. STOP S I G N SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO.SIGNYIELDSIGNINFO.SIGNILMSIGNINFO. LIGHT PO L E TRAFFICPED.TRAFFICSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. SIGNPARKINGLIMIT S I G NSPEED INFO. SIG N INFO. SI G N SIGN INFO . S I G N INFO. S I G N INFO. SIG N LIMIT SIG N SPEED SIGNPARKING LIMIT S I G N SPEED INFO. S I G N INFO. S I G N EXIT SIG NGRAVELPARKING INFO. S I G N INFO. SIG N INFO. SI G NLIMIT SIGNSPEEDINFO. SIG N INFO. S I G NINFO. SIGNINFO. S I G N INFO. SIG N INFO . S I G NSTOP SIGNSTOP SIG N STOP SIGN STOP S I G N STOPSIGNSTREETSIGNYIELDSIGNYIELDSIGNINFO.SIGNSTREE T SIGNINFO.SIGNINFO .SIGNINFO. SIGNINFO.SIGNINFO. STOP S I G N SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO.SIGNYIELDSIGNINFO.SIGNILMSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. SIGNPARKINGLIMIT S I G NSPEED INFO. SIG N INFO. SI G N SIGN INFO . S I G N GATE FENC E LEASE A R E A O T H E R S 5' SI D E W A L K MODE R N A V I A T I O N A C C E S S R O A D MODERN AVIATION D R I V E W A Y AIRP O R T B L V D AIRPORT BOULE V A R D ARFF ACCESS ROAD ARFF A C C E S S R O A D EMERGENC Y A C C E S S R O A D LOT F AIRPORT P A R K I N G L O T TEMP R D W Y MODERN AVIATIO N P A R K I N G L O T LOT D LOT C LOT E LOT B LOT A RENTA L C A R L O T TRADEWINDS D R I V E AIRPORT BOULEV A R D AIRPORT BOULEVARD DOLAN DRIVE HEWLE T T D R I V E AIRPOR T B O U L E V A R D AIRPOR T B O U L E V A R D TER M I N A L TRASK D R I V E TER M I N A L XX DN 1 2 3 4 FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 CG-167 RJL WMM WMM EROSION AND SEDIMENT CONTROL PLAN INITIAL PHASE (SHEET 1 OF 4) MATCHLINE SEE CG-168 MA T C H L I N E S E E C G - 1 7 0 LEGEND NOTES 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022 AND JANUARY 12, 2024, SURVEY. b.PROPOSED DESIGN SURFACE FROM PHASE 1A AND 1B. 2.SHEET MUST BE PRINTED IN COLOR. 3.CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION ENTRANCES WHERE NOTED ON EROSION CONTROL PLANS. 4.CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING AND PROTECTING ALL KNOWN UTILITIES DURING CONSTRUCTION. 5.CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING EROSION CONTROL MEASURES AFTER RAIN EVENTS AND TAKE CORRECTIVE ACTIONS AS NEEDED. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR KEEPING THE RAINFALL LOG. 6.ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE AT THE END OF THIS PACKAGE UNLESS OTHERWISE DIRECTED BY THE RPR OR ENGINEER. 7.CONTRACTOR SHALL REGULARLY CHECK EROSION CONTROL MEASURES AS STATED IN THIS CONTRACT AND ENSURE POSITIVE DRAINAGE ACROSS THE JOB SITE. TS CE LOD SF PS IP IPEXC. # IST B LIMITS OF DISTURBANCE TEMPORARY SILT FENCE GRAVEL CONSTRUCTION ENTRANCE TEMPORARY SEEDING PERMANENT SEEDING FILTER SOCK INLET PROTECTION PROPOSED MINOR CONTOURS PROPOSED MAJOR CONTOURS EXISTING MINOR CONTOURS EXISTING MAJOR CONTOURS PROPOSED STORM PIPE EXISTING STORM PIPE DEMOLITION EXCAVATED DROP INLET PROTECTION ROCK INLET SEDIMENT TRAP - TYPE B XXXXX XXXXX STORM PIPE DEMOLITION FENCE DEMOLITION X STRUCTURE TO BE DEMOLISHED, REFER TO DEMO PLAN PROPOSED PAVEMENT X X X X XX X X X XPARKINGSIGNH\CSIGNH\CB-5 SIGN B-4 SIG N B-3 SI G N B-2 S I G N B-1 S I G N C-1 SIG N C-2 SIG N C-3 SIGN C-4 SIG N C-5 SIG N C-5 SIGN C-5 SIGN B-5 SIG N B-5 SIG N B-5 SIGN B-4 SIGN B-3 SIG NB-3 SIG N B-4 SIG N B-4 SIGN C-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGN B-2 SIGN C-1 SIGNB-1 SIGN C-3 SI G N C-3 S I G N C-4 S I G N C-4 S I G NSIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKIN G SIGNPARKINGSIGNPARKI N G SIGNPARKINGSIGNPARKINGSIGNPARKING SIGNH\C SIGNH\CSIGNH\CSIGNH\CSIGNH\CINFO.B-5 SIGN B-4 SIG N B-3 SI G N B-2 S I G N B-1 S I G N C-1 SIG N C-2 SIG N C-3 SIGN C-4 SIG N C-5 SIG N C-5 SIGN C-5 SIGN B-5 SIG N B-5 SIG N B-5 SIGN B-4 SIGN B-3 SIG NB-3 SIG N B-4 SIG N B-4 SIGN C-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGN B-2 SIGN C-1 SIGNB-1 SIGNSIGNSIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SI G N C-3 S I G N C-4 S I G N C-4 S I G N SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGN INFO.SIGNSIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKIN G SIGNPARKINGSIGNPARKI N G STOP SIGNPARKINGSIGNPARKINGSIGNPARKINGINFO.SIGN SIGNH\C SIGNH\CSIGNINFO.SIGNINFO.CONSTR U C T I O N TRAILER LIGHT PO L E TRAFFICPED.TRAFFIC TICKETBOOTHNCDOT R \ W DISK NCDOT R \ W DISK CURB L I N E CURB L I N E CURB L I N E CURB L I N E CURB LIN E CURB L I N ECURB LINEINFO. S I G N INFO. SIG N LIMIT SIG N SPEED SIGNPARKING LIMIT S I G N SPEED INFO. S I G N INFO. S I G N EXIT SIG N INFO. S I G N INFO. SIG N INFO. SI G NLIMIT SIGNSPEEDINFO. SIG N INFO. SI G NINFO. SIGNINFO. S I G N INFO. SIG N INFO . S I G NSTOP SIGNSTOP SIG N STOP SIGN STOP S I G N STOPSIGNSTREETSIGNYIELDSIGNYIELDSIGNINFO.SIGNSTREE T SIGNINFO.SIGNINFO .SIGNINFO. SIGNINFO.SIGNINFO. STOP S I G N SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO.SIGNYIELDSIGNINFO.SIGNILMSIGNINFO. LIGHT PO L E TRAFFICPED.TRAFFICSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. SIGNPARKINGLIMIT S I G NSPEED INFO. SIG N INFO. SI G N SIGN INFO . S I G N INFO. S I G N INFO. SIG N LIMIT SIG N SPEED SIGNPARKING LIMIT S I G N SPEED INFO. S I G N INFO. S I G N EXIT SIG NGRAVELPARKING INFO. S I G N INFO. SIG N INFO. SI G NLIMIT SIGNSPEEDINFO. SIG N INFO. S I G NINFO. SIGNINFO. S I G N INFO. SIG N INFO . S I G NSTOP SIGNSTOP SIG N STOP SIGN STOP S I G N STOPSIGNSTREETSIGNYIELDSIGNYIELDSIGNINFO.SIGNSTREE T SIGNINFO.SIGNINFO .SIGNINFO. SIGNINFO.SIGNINFO. STOP S I G N SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO.SIGNYIELDSIGNINFO.SIGNILMSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. SIGNPARKINGLIMIT S I G NSPEED INFO. SIG N INFO. SI G N SIGN INFO . S I G N GATE FENC E LEASE A R E A O T H E R S 5' SI D E W A L K MODE R N A V I A T I O N A C C E S S R O A D MODERN AVIATION D R I V E W A Y AIRP O R T B L V D AIRPORT BOULE V A R D ARFF ACCESS ROAD ARFF A C C E S S R O A D EMERGENC Y A C C E S S R O A D LOT F AIRPORT P A R K I N G L O T TEMP R D W Y MODERN AVIATIO N P A R K I N G L O T LOT D LOT C LOT E LOT B LOT A RENTA L C A R L O T TRADEWINDS D R I V E AIRPORT BOULEV A R D AIRPORT BOULEVARD DOLAN DRIVE HEWLE T T D R I V E AIRPOR T B O U L E V A R D AIRPOR T B O U L E V A R D TER M I N A L TRASK D R I V E TER M I N A L XX DN 1 2 3 4 LOT D LOT C AIRPORT B O U L E V A R D TE R M I N A L TE R M I N A L X X X X X X X X X X X X X X X X X X FE N C E ST O R M S E W E R YA R D I N L E T RIM 2 5 . 4 0 IN V . 2 2 . 4 2 ( E ) IN V . 1 9 . 1 9 ( S ) 15" RC P RI P - R A P IN V . 2 2 . 8 4 ST O R M S E W E R CU R B I N L E T EO P 2 7 . 7 1 IN V . 2 3 . 0 0 ( N ) IN V . 2 2 . 1 4 ( S ) IN V . 2 1 . 8 3 6 ( W ) ST O R M S E W E R CU R B I N L E T EO P 2 7 . 3 4 IN V . 2 4 . 1 5 ( E ) IN V . 2 3 . 8 0 ( S ) 1 8 " R C P 3 0 " R C P 15" R C P ST O R M S E W E R CU R B I N L E T EO P 2 9 . 0 4 IN V . 2 5 . 5 2 ( W ) ST O R M S E W E R CU R B I N L E T EO P 3 7 . 6 7 IN V . 3 4 . 2 8 ( S ) IN V . 3 3 . 9 6 ( W ) ST O R M S E W E R CU R B I N L E T EO P 3 2 . 3 1 IN V . 2 8 . 9 6 ( E ) IN V . 2 8 . 8 2 ( W ) ST O R M S E W E R CU R B I N L E T EO P 3 1 . 1 8 IN V . 2 8 . 0 1 ( E ) IN V . 2 7 . 5 8 ( W ) ST O R M S E W E R CU R B I N L E T EO P 3 1 . 1 6 IN V . 2 6 . 7 7 ( E ) IN V . 2 7 . 5 8 ( W ) 15" R C P 18" R C P 18" R C P 24 " R C P ST O R M S E W E R CU R B I N L E T EO P 3 1 . 1 0 IN V . 2 7 . 8 1 ( N ) ST O R M S E W E R CU R B I N L E T EO P 3 1 . 1 2 IN V . 2 6 . 8 5 ( S ) IN V . 2 6 . 6 7 ( N ) 15" R C P 30" R C P 24" R C P STORM S E W E R CURB I N L E T EOP 32 . 1 3 INV. 2 9 . 1 9 ( E ) INV. 2 9 . 1 2 ( N ) ST O R M S E W E R CU R B I N L E T EO P 3 8 . 9 6 IN V . 3 6 . 0 8 ( E ) IN V . 3 5 . 9 0 ( W ) ST O R M S E W E R MA N H O L E RIM 4 1 . 9 0 IN V . 3 8 . 9 1 ( S ) IN V . 3 7 . 6 9 ( E ) IN V . 3 7 . 4 7 ( W ) ST O R M S E W E R MA N H O L E RI M 4 2 . 6 3 IN V . 3 8 . 4 6 ( S ) IN V . 3 8 . 2 9 ( E ) S T O R M S E W E R M A N H O L E R I M 4 2 . 0 1 I N V . 3 7 . 6 7 ( W ) I N V . 3 7 . 6 2 ( S ) I N V . 3 7 . 4 7 ( E ) STO R M S E W E R CUR B I N L E T EOP 2 7 . 9 0 I N V . 22.4 7 ( E ) INV . 22. 1 9 ( N ) STO R M S E W E R MAN H O L E R I M ( P A V E D OVE R ) 0 STO R M S E W E R CUR B I N L E T EOP 3 0 . 6 8 I N V . 26. 6 9 ( S ) I N V . 25. 9 2 ( E ) I N V . 25.6 9 ( W ) SA N I T A R Y S E W E R MA N H O L E RIM 4 2 . 3 1 IN V . 1 5 . 1 5 SA N I T A R Y S E W E R MA N H O L E RIM 3 0 . 6 8 IN V . 1 2 . 2 6 SA N I T A R Y S E W E R MA N H O L E RIM ( C O V E R E D ) IN V . ( C O V E R E D ) SA N I T A R Y S E W E R MA N H O L E RIM ( C O V E R E D ) IN V . ( C O V E R E D ) SA N I T A R Y S E W E R MA N H O L E RIM ( C O V E R E D ) IN V . ( C O V E R E D ) S A N S A N S A N 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 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 SAN SAN SAN SAN SAN S S S S S W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 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 W W W W W W W W W W W W W SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN S 8" V . C . P . 8" V . C . P . W W XXXXXXXXXXXXXXX X XX X XX XX 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 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXX X X X X X X X X X XXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 29 29 29 29.5 29.5 29 . 5 29 . 5 26 30 31 32 3 3 34 35 36 37 38 39 2 626 27272 7 2 8 292929 30 31 32 33 34 35 36 37 38 39 40 40 2 7 27 2 8 29 30 31 32 33 34 3 5 36 37 3 8 394041 4243 4344444545 LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LODLOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LO D L O D L O D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LO D LO D LOD LO D LO D LOD LOD LO D LO D LO D LO D LO D LO D LO D SILT FENCE FOR PAVEMENT DEMOLITION, TO BE REMOVED BEFORE GRADING OPERATIONS BEGIN SF SF SF SF SF SF SF SF SF IP IP IP IP IP IP IP IP IP IP IST B TS TS TS TS TS TS TS TS TS TS © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : c: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ I L M B P 3 - C G - 1 6 6 . d w g Pl o t t e d b y : Wi l l i a m M c N a m a r a Pl o t t e d o n : 6/ 1 9 / 2 0 2 5 2 : 3 8 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: KEYMAP SHEET MUST BE PRINTED IN COLOR PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: X X X X XX X X X XPARKINGSIGNH\CSIGNH\CB-5 SIGN B-4 SIG N B-3 SI G N B-2 S I G N B-1 S I G N C-1 SIG N C-2 SIG N C-3 SIGN C-4 SIG N C-5 SIG N C-5 SIGN C-5 SIGN B-5 SIG N B-5 SIG N B-5 SIGN B-4 SIGN B-3 SIG NB-3 SIG N B-4 SIG N B-4 SIGN C-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGN B-2 SIGN C-1 SIGNB-1 SIGN C-3 SI G N C-3 S I G N C-4 S I G N C-4 S I G NSIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKIN G SIGNPARKINGSIGNPARKI N G SIGNPARKINGSIGNPARKINGSIGNPARKING SIGNH\C SIGNH\CSIGNH\CSIGNH\CSIGNH\CINFO.B-5 SIGN B-4 SIG N B-3 SI G N B-2 S I G N B-1 S I G N C-1 SIG N C-2 SIG N C-3 SIGN C-4 SIG N C-5 SIG N C-5 SIGN C-5 SIGN B-5 SIG N B-5 SIG N B-5 SIGN B-4 SIGN B-3 SIG NB-3 SIG N B-4 SIG N B-4 SIGN C-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGN B-2 SIGN C-1 SIGNB-1 SIGNSIGNSIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SI G N C-3 S I G N C-4 S I G N C-4 S I G N SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGN INFO.SIGNSIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKIN G SIGNPARKINGSIGNPARKI N G STOP SIGNPARKINGSIGNPARKINGSIGNPARKINGINFO.SIGN SIGNH\C SIGNH\CSIGNINFO.SIGNINFO.CONSTR U C T I O N TRAILER LIGHT PO L E TRAFFICPED.TRAFFIC TICKETBOOTHNCDOT R \ W DISK NCDOT R \ W DISK CURB L I N E CURB L I N E CURB L I N E CURB L I N E CURB LIN E CURB L I N ECURB LINEINFO. S I G N INFO. SIG N LIMIT SIG N SPEED SIGNPARKING LIMIT S I G N SPEED INFO. S I G N INFO. S I G N EXIT SIG N INFO. S I G N INFO. SIG N INFO. SI G NLIMIT SIGNSPEEDINFO. SIG N INFO. SI G NINFO. SIGNINFO. S I G N INFO. SIG N INFO . S I G NSTOP SIGNSTOP SIG N STOP SIGN STOP S I G N STOPSIGNSTREETSIGNYIELDSIGNYIELDSIGNINFO.SIGNSTREE T SIGNINFO.SIGNINFO .SIGNINFO. SIGNINFO.SIGNINFO. STOP S I G N SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO.SIGNYIELDSIGNINFO.SIGNILMSIGNINFO. LIGHT PO L E TRAFFICPED.TRAFFICSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. SIGNPARKINGLIMIT S I G NSPEED INFO. SIG N INFO. SI G N SIGN INFO . S I G N INFO. S I G N INFO. SIG N LIMIT SIG N SPEED SIGNPARKING LIMIT S I G N SPEED INFO. S I G N INFO. S I G N EXIT SIG NGRAVELPARKING INFO. S I G N INFO. SIG N INFO. SI G NLIMIT SIGNSPEEDINFO. SIG N INFO. S I G NINFO. SIGNINFO. S I G N INFO. SIG N INFO . S I G NSTOP SIGNSTOP SIG N STOP SIGN STOP S I G N STOPSIGNSTREETSIGNYIELDSIGNYIELDSIGNINFO.SIGNSTREE T SIGNINFO.SIGNINFO .SIGNINFO. SIGNINFO.SIGNINFO. STOP S I G N SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO.SIGNYIELDSIGNINFO.SIGNILMSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. SIGNPARKINGLIMIT S I G NSPEED INFO. SIG N INFO. SI G N SIGN INFO . S I G N GATE FENC E LEASE A R E A O T H E R S 5' SI D E W A L K MODE R N A V I A T I O N A C C E S S R O A D MODERN AVIATION D R I V E W A Y AIRP O R T B L V D AIRPORT BOULE V A R D ARFF ACCESS ROAD ARFF A C C E S S R O A D EMERGENC Y A C C E S S R O A D LOT F AIRPORT P A R K I N G L O T TEMP R D W Y MODERN AVIATIO N P A R K I N G L O T LOT D LOT C LOT E LOT B LOT A RENTA L C A R L O T TRADEWINDS D R I V E AIRPORT BOULEV A R D AIRPORT BOULEVARD DOLAN DRIVE HEWLE T T D R I V E AIRPOR T B O U L E V A R D AIRPOR T B O U L E V A R D TER M I N A L TRASK D R I V E TER M I N A L XX DN 1 2 3 4 FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 RJL WMM WMM EROSION AND SEDIMENT CONTROL PLAN INITIAL PHASE (SHEET 2 OF 4) MATCHLINE SEE CG-169 MA T C H L I N E S E E C G - 1 7 0 MATCHLINE SEE CG-167 CG-168 LEGEND TS CE LOD SF PS IP IPEXC. # IST B LIMITS OF DISTURBANCE TEMPORARY SILT FENCE GRAVEL CONSTRUCTION ENTRANCE TEMPORARY SEEDING PERMANENT SEEDING FILTER SOCK INLET PROTECTION PROPOSED MINOR CONTOURS PROPOSED MAJOR CONTOURS EXISTING MINOR CONTOURS EXISTING MAJOR CONTOURS PROPOSED STORM PIPE EXISTING STORM PIPE DEMOLITION EXCAVATED DROP INLET PROTECTION ROCK INLET SEDIMENT TRAP - TYPE B XXXXX XXXXX STORM PIPE DEMOLITION FENCE DEMOLITION X STRUCTURE TO BE DEMOLISHED, REFER TO DEMO PLAN PROPOSED PAVEMENT X X X X XX X X X XPARKINGSIGNH\CSIGNH\CB-5 SIGN B-4 SIG N B-3 SI G N B-2 S I G N B-1 S I G N C-1 SIG N C-2 SIG N C-3 SIGN C-4 SIG N C-5 SIG N C-5 SIGN C-5 SIGN B-5 SIG N B-5 SIG N B-5 SIGN B-4 SIGN B-3 SIG NB-3 SIG N B-4 SIG N B-4 SIGN C-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGN B-2 SIGN C-1 SIGNB-1 SIGN C-3 SI G N C-3 S I G N C-4 S I G N C-4 S I G NSIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKIN G SIGNPARKINGSIGNPARKI N G SIGNPARKINGSIGNPARKINGSIGNPARKING SIGNH\C SIGNH\CSIGNH\CSIGNH\CSIGNH\CINFO.B-5 SIGN B-4 SIG N B-3 SI G N B-2 S I G N B-1 S I G N C-1 SIG N C-2 SIG N C-3 SIGN C-4 SIG N C-5 SIG N C-5 SIGN C-5 SIGN B-5 SIG N B-5 SIG N B-5 SIGN B-4 SIGN B-3 SIG NB-3 SIG N B-4 SIG N B-4 SIGN C-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGN B-2 SIGN C-1 SIGNB-1 SIGNSIGNSIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SI G N C-3 S I G N C-4 S I G N C-4 S I G N SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGN INFO.SIGNSIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKIN G SIGNPARKINGSIGNPARKI N G STOP SIGNPARKINGSIGNPARKINGSIGNPARKINGINFO.SIGN SIGNH\C SIGNH\CSIGNINFO.SIGNINFO.CONSTR U C T I O N TRAILER LIGHT PO L E TRAFFICPED.TRAFFIC TICKETBOOTHNCDOT R \ W DISK NCDOT R \ W DISK CURB L I N E CURB L I N E CURB L I N E CURB L I N E CURB LIN E CURB L I N ECURB LINEINFO. S I G N INFO. SIG N LIMIT SIG N SPEED SIGNPARKING LIMIT S I G N SPEED INFO. S I G N INFO. S I G N EXIT SIG N INFO. S I G N INFO. SIG N INFO. SI G NLIMIT SIGNSPEEDINFO. SIG N INFO. SI G NINFO. SIGNINFO. S I G N INFO. SIG N INFO . S I G NSTOP SIGNSTOP SIG N STOP SIGN STOP S I G N STOPSIGNSTREETSIGNYIELDSIGNYIELDSIGNINFO.SIGNSTREE T SIGNINFO.SIGNINFO .SIGNINFO. SIGNINFO.SIGNINFO. STOP S I G N SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO.SIGNYIELDSIGNINFO.SIGNILMSIGNINFO. LIGHT PO L E TRAFFICPED.TRAFFICSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. SIGNPARKINGLIMIT S I G NSPEED INFO. SIG N INFO. SI G N SIGN INFO . S I G N INFO. S I G N INFO. SIG N LIMIT SIG N SPEED SIGNPARKING LIMIT S I G N SPEED INFO. S I G N INFO. S I G N EXIT SIG NGRAVELPARKING INFO. S I G N INFO. SIG N INFO. SI G NLIMIT SIGNSPEEDINFO. SIG N INFO. S I G NINFO. SIGNINFO. S I G N INFO. SIG N INFO . S I G NSTOP SIGNSTOP SIG N STOP SIGN STOP S I G N STOPSIGNSTREETSIGNYIELDSIGNYIELDSIGNINFO.SIGNSTREE T SIGNINFO.SIGNINFO .SIGNINFO. SIGNINFO.SIGNINFO. STOP S I G N SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO.SIGNYIELDSIGNINFO.SIGNILMSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. SIGNPARKINGLIMIT S I G NSPEED INFO. SIG N INFO. SI G N SIGN INFO . S I G N GATE FENC E LEASE A R E A O T H E R S 5' SI D E W A L K MODE R N A V I A T I O N A C C E S S R O A D MODERN AVIATION D R I V E W A Y AIRP O R T B L V D AIRPORT BOULE V A R D ARFF ACCESS ROAD ARFF A C C E S S R O A D EMERGENC Y A C C E S S R O A D LOT F AIRPORT P A R K I N G L O T TEMP R D W Y MODERN AVIATIO N P A R K I N G L O T LOT D LOT C LOT E LOT B LOT A RENTA L C A R L O T TRADEWINDS D R I V E AIRPORT BOULEV A R D AIRPORT BOULEVARD DOLAN DRIVE HEWLE T T D R I V E AIRPOR T B O U L E V A R D AIRPOR T B O U L E V A R D TER M I N A L TRASK D R I V E TER M I N A L XX DN 1 2 3 4 NOTES 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022 AND JANUARY 12, 2024, SURVEY. b.PROPOSED DESIGN SURFACE FROM PHASE 1A AND 1B. 2.SHEET MUST BE PRINTED IN COLOR. 3.CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION ENTRANCES WHERE NOTED ON EROSION CONTROL PLANS. 4.CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING AND PROTECTING ALL KNOWN UTILITIES DURING CONSTRUCTION. 5.CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING EROSION CONTROL MEASURES AFTER RAIN EVENTS AND TAKE CORRECTIVE ACTIONS AS NEEDED. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR KEEPING THE RAINFALL LOG. 6.ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE AT THE END OF THIS PACKAGE UNLESS OTHERWISE DIRECTED BY THE RPR OR ENGINEER. 7.CONTRACTOR SHALL REGULARLY CHECK EROSION CONTROL MEASURES AS STATED IN THIS CONTRACT AND ENSURE POSITIVE DRAINAGE ACROSS THE JOB SITE. M O D E R N A V I A T I O N A C C E S S R O A D ARF F A C C E S S R O A D AIR P O R T P A R K I N G L O T LOT E R E N T A L C A R L O T AIRPORT B O U L E V A R D DOLAN DRIVE X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 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 XXXXXXXXXXXXXXXXXXXXXX STOR M S E W E R RIM 2 9 . 2 8 INV. 1 6 . 8 9 ( W ) 1 8 " R C P 24 " R C P 1 2 " R C P ST O R M S E W E R YA R D I N L E T RIM 2 6 . 8 5 IN V . 2 0 . 6 5 ( N ) IN V . 2 0 . 6 5 ( S ) 24 " R C P ST O R M S E W E R YA R D I N L E T RIM 2 7 . 0 0 IN V . 1 9 . 8 0 ( N ) IN V . 2 0 . 5 7 ( W ) IN V . 1 9 . 4 1 ( S ) ST O R M S E W E R YA R D I N L E T RIM 2 7 . 0 0 RI P - R A P IN V . 2 6 . 5 7 IN V . 2 6 . 3 7 IN V . 2 6 . 3 6 IN V . 2 6 . 8 9 RI P - R A P IN V . 2 6 . 3 4 ST O R M S E W E R CU R B I N L E T EO P 3 1 . 8 1 IN V . 2 8 . 5 2 ( W ) IN V . 2 8 . 2 6 ( E ) 15" R C P ST O R M S E W E R CU R B I N L E T EO P 3 3 0 2 IN V . 3 0 . 7 1 ( E ) 15 " R C P ST O R M S E W E R CU R B I N L E T EO P 3 4 . 2 3 IN V . 2 9 . 0 2 ( W ) IN V . 2 8 . 9 8 ( E ) 15" R C P 15 " R C P ST O R M S E W E R CU R B I N L E T EO P 3 6 . 9 7 IN V . 3 3 . 2 5 ( W ) IN V . 3 2 . 9 9 ( E ) ST O R M S E W E R YA R D I N L E T RIM 3 7 . 9 0 IN V . 3 3 . 8 0 ( E ) ST O R M S E W E R CU R B I N L E T IN V . 3 4 . 2 8 ( S ) 15 " R C P MH MH 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 S A N SA N I T A R Y S E W E R MA N H O L E RIM 2 9 . 9 1 IN V . 1 5 . 3 4 SA N I T A R Y S E W E R MA N H O L E RIM 3 1 . 9 9 IN V . 2 1 . 2 6 ( N ) IN V . 1 7 . 0 3 ( W ) SA N I T A R Y S E W E R MA N H O L E RIM 2 9 . 3 9 IN V . 2 3 . 3 5 SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN S S S 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 GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS W W W W W W W W W W W 1 3 " X 2 2 " C M P GAS GAS GAS GAS GAS GAS GAS GAS G G SAN SAN SAN SAN SAN SAN SAN SAN 15" RCP W W W SAN SAN SAN S W W W SAN SAN SAN SAN SAN SAN S A N S A N SAN S A N S A N W W W W W W W W W 8"P V C INV . 27.1 7 INV . 27.2 6 RIP - R A P W BAC K F L O W PR E V E N T E R WA T E R ME T E R XXXXXXXX XXXXXXX X X XXXXXXXXXXXXXXXXX X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXX X X X X X X X X X 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 XXXX XXXXXXXXX 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 29 3 0 3 1 31 2 9 . 5 3 0 . 5 31.5 31.5 28 2 8 29 29 29 2 9 29 3 03030 3 1 32 33 34 3 5 3 6 37 3 8 39 LOD LOD LO D LO D LO D LO D LO D LO D LO D L O D L O D LODLOD LO D L O D LODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D L O D L O D L O 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 LO D LO D LO D SF SF SF SF SF SF SF SF S F S F S F SF S F S F SF SF SF SF SF SF SF SF SF S F SILT FENCE FOR PAVEMENT DEMOLITION, TO BE REMOVED BEFORE GRADING OPERATIONS BEGIN SILT FENCE FOR PAVEMENT DEMOLITION, TO BE REMOVED BEFORE GRADING OPERATIONS BEGIN IP IP IP IP IST B IF CONTRACTOR IS TO USE THESE AS ACCESS POINTS, A CONSTRUCTION ENTRANCE MUST BE PLACED AND SEDIMENT IS NOT TO LEAVE THE CONSTRUCTION ZONE. SWEEPING SHOULD BE CONDUCTED DAILY. TS TS TS TS © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : c: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ I L M B P 3 - C G - 1 6 6 . d w g Pl o t t e d b y : Wi l l i a m M c N a m a r a Pl o t t e d o n : 6/ 1 9 / 2 0 2 5 2 : 3 9 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: KEYMAP SHEET MUST BE PRINTED IN COLOR PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: X X X X XX X X X XPARKINGSIGNH\CSIGNH\CB-5 SIGN B-4 SIG N B-3 SI G N B-2 S I G N B-1 S I G N C-1 SIG N C-2 SIG N C-3 SIGN C-4 SIG N C-5 SIG N C-5 SIGN C-5 SIGN B-5 SIG N B-5 SIG N B-5 SIGN B-4 SIGN B-3 SIG NB-3 SIG N B-4 SIG N B-4 SIGN C-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGN B-2 SIGN C-1 SIGNB-1 SIGN C-3 SI G N C-3 S I G N C-4 S I G N C-4 S I G NSIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKIN G SIGNPARKINGSIGNPARKI N G SIGNPARKINGSIGNPARKINGSIGNPARKING SIGNH\C SIGNH\CSIGNH\CSIGNH\CSIGNH\CINFO.B-5 SIGN B-4 SIG N B-3 SI G N B-2 S I G N B-1 S I G N C-1 SIG N C-2 SIG N C-3 SIGN C-4 SIG N C-5 SIG N C-5 SIGN C-5 SIGN B-5 SIG N B-5 SIG N B-5 SIGN B-4 SIGN B-3 SIG NB-3 SIG N B-4 SIG N B-4 SIGN C-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGN B-2 SIGN C-1 SIGNB-1 SIGNSIGNSIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SI G N C-3 S I G N C-4 S I G N C-4 S I G N SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGN INFO.SIGNSIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKIN G SIGNPARKINGSIGNPARKI N G STOP SIGNPARKINGSIGNPARKINGSIGNPARKINGINFO.SIGN SIGNH\C SIGNH\CSIGNINFO.SIGNINFO.CONSTR U C T I O N TRAILER LIGHT PO L E TRAFFICPED.TRAFFIC TICKETBOOTHNCDOT R \ W DISK NCDOT R \ W DISK CURB L I N E CURB L I N E CURB L I N E CURB L I N E CURB LIN E CURB L I N ECURB LINEINFO. S I G N INFO. SIG N LIMIT SIG N SPEED SIGNPARKING LIMIT S I G N SPEED INFO. S I G N INFO. S I G N EXIT SIG N INFO. S I G N INFO. SIG N INFO. SI G NLIMIT SIGNSPEEDINFO. SIG N INFO. SI G NINFO. SIGNINFO. S I G N INFO. SIG N INFO . S I G NSTOP SIGNSTOP SIG N STOP SIGN STOP S I G N STOPSIGNSTREETSIGNYIELDSIGNYIELDSIGNINFO.SIGNSTREE T SIGNINFO.SIGNINFO .SIGNINFO. SIGNINFO.SIGNINFO. STOP S I G N SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO.SIGNYIELDSIGNINFO.SIGNILMSIGNINFO. LIGHT PO L E TRAFFICPED.TRAFFICSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. SIGNPARKINGLIMIT S I G NSPEED INFO. SIG N INFO. SI G N SIGN INFO . S I G N INFO. S I G N INFO. SIG N LIMIT SIG N SPEED SIGNPARKING LIMIT S I G N SPEED INFO. S I G N INFO. S I G N EXIT SIG NGRAVELPARKING INFO. S I G N INFO. SIG N INFO. SI G NLIMIT SIGNSPEEDINFO. SIG N INFO. S I G NINFO. SIGNINFO. S I G N INFO. SIG N INFO . S I G NSTOP SIGNSTOP SIG N STOP SIGN STOP S I G N STOPSIGNSTREETSIGNYIELDSIGNYIELDSIGNINFO.SIGNSTREE T SIGNINFO.SIGNINFO .SIGNINFO. SIGNINFO.SIGNINFO. STOP S I G N SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO.SIGNYIELDSIGNINFO.SIGNILMSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. SIGNPARKINGLIMIT S I G NSPEED INFO. SIG N INFO. SI G N SIGN INFO . S I G N GATE FENC E LEASE A R E A O T H E R S 5' SI D E W A L K MODE R N A V I A T I O N A C C E S S R O A D MODERN AVIATION D R I V E W A Y AIRP O R T B L V D AIRPORT BOULE V A R D ARFF ACCESS ROAD ARFF A C C E S S R O A D EMERGENC Y A C C E S S R O A D LOT F AIRPORT P A R K I N G L O T TEMP R D W Y MODERN AVIATIO N P A R K I N G L O T LOT D LOT C LOT E LOT B LOT A RENTA L C A R L O T TRADEWINDS D R I V E AIRPORT BOULEV A R D AIRPORT BOULEVARD DOLAN DRIVE HEWLE T T D R I V E AIRPOR T B O U L E V A R D AIRPOR T B O U L E V A R D TER M I N A L TRASK D R I V E TER M I N A L XX DN 1 2 3 4 FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 RJL WMM WMM EROSION AND SEDIMENT CONTROL PLAN INITIAL PHASE (SHEET 3 OF 4) MATCHLINE SEE CG-168 CG-169 LEGEND TS CE LOD SF PS IP IPEXC. # IST B LIMITS OF DISTURBANCE TEMPORARY SILT FENCE GRAVEL CONSTRUCTION ENTRANCE TEMPORARY SEEDING PERMANENT SEEDING FILTER SOCK INLET PROTECTION PROPOSED MINOR CONTOURS PROPOSED MAJOR CONTOURS EXISTING MINOR CONTOURS EXISTING MAJOR CONTOURS PROPOSED STORM PIPE EXISTING STORM PIPE DEMOLITION EXCAVATED DROP INLET PROTECTION ROCK INLET SEDIMENT TRAP - TYPE B XXXXX XXXXX STORM PIPE DEMOLITION FENCE DEMOLITION X STRUCTURE TO BE DEMOLISHED, REFER TO DEMO PLAN PROPOSED PAVEMENT NOTES 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022 AND JANUARY 12, 2024, SURVEY. b.PROPOSED DESIGN SURFACE FROM PHASE 1A AND 1B. 2.SHEET MUST BE PRINTED IN COLOR. 3.CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION ENTRANCES WHERE NOTED ON EROSION CONTROL PLANS. 4.CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING AND PROTECTING ALL KNOWN UTILITIES DURING CONSTRUCTION. 5.CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING EROSION CONTROL MEASURES AFTER RAIN EVENTS AND TAKE CORRECTIVE ACTIONS AS NEEDED. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR KEEPING THE RAINFALL LOG. 6.ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE AT THE END OF THIS PACKAGE UNLESS OTHERWISE DIRECTED BY THE RPR OR ENGINEER. 7.CONTRACTOR SHALL REGULARLY CHECK EROSION CONTROL MEASURES AS STATED IN THIS CONTRACT AND ENSURE POSITIVE DRAINAGE ACROSS THE JOB SITE. X X X X XX X X X XPARKINGSIGNH\CSIGNH\CB-5 SIGN B-4 SIG N B-3 SI G N B-2 S I G N B-1 S I G N C-1 SIG N C-2 SIG N C-3 SIGN C-4 SIG N C-5 SIG N C-5 SIGN C-5 SIGN B-5 SIG N B-5 SIG N B-5 SIGN B-4 SIGN B-3 SIG NB-3 SIG N B-4 SIG N B-4 SIGN C-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGN B-2 SIGN C-1 SIGNB-1 SIGN C-3 SI G N C-3 S I G N C-4 S I G N C-4 S I G NSIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKIN G SIGNPARKINGSIGNPARKI N G SIGNPARKINGSIGNPARKINGSIGNPARKING SIGNH\C SIGNH\CSIGNH\CSIGNH\CSIGNH\CINFO.B-5 SIGN B-4 SIG N B-3 SI G N B-2 S I G N B-1 S I G N C-1 SIG N C-2 SIG N C-3 SIGN C-4 SIG N C-5 SIG N C-5 SIGN C-5 SIGN B-5 SIG N B-5 SIG N B-5 SIGN B-4 SIGN B-3 SIG NB-3 SIG N B-4 SIG N B-4 SIGN C-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGN B-2 SIGN C-1 SIGNB-1 SIGNSIGNSIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SI G N C-3 S I G N C-4 S I G N C-4 S I G N SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGN INFO.SIGNSIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKIN G SIGNPARKINGSIGNPARKI N G STOP SIGNPARKINGSIGNPARKINGSIGNPARKINGINFO.SIGN SIGNH\C SIGNH\CSIGNINFO.SIGNINFO.CONSTR U C T I O N TRAILER LIGHT PO L E TRAFFICPED.TRAFFIC TICKETBOOTHNCDOT R \ W DISK NCDOT R \ W DISK CURB L I N E CURB L I N E CURB L I N E CURB L I N E CURB LIN E CURB L I N ECURB LINEINFO. S I G N INFO. SIG N LIMIT SIG N SPEED SIGNPARKING LIMIT S I G N SPEED INFO. S I G N INFO. S I G N EXIT SIG N INFO. S I G N INFO. SIG N INFO. SI G NLIMIT SIGNSPEEDINFO. SIG N INFO. SI G NINFO. SIGNINFO. S I G N INFO. SIG N INFO . S I G NSTOP SIGNSTOP SIG N STOP SIGN STOP S I G N STOPSIGNSTREETSIGNYIELDSIGNYIELDSIGNINFO.SIGNSTREE T SIGNINFO.SIGNINFO .SIGNINFO. SIGNINFO.SIGNINFO. STOP S I G N SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO.SIGNYIELDSIGNINFO.SIGNILMSIGNINFO. LIGHT PO L E TRAFFICPED.TRAFFICSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. SIGNPARKINGLIMIT S I G NSPEED INFO. SIG N INFO. SI G N SIGN INFO . S I G N INFO. S I G N INFO. SIG N LIMIT SIG N SPEED SIGNPARKING LIMIT S I G N SPEED INFO. S I G N INFO. S I G N EXIT SIG NGRAVELPARKING INFO. S I G N INFO. SIG N INFO. SI G NLIMIT SIGNSPEEDINFO. SIG N INFO. S I G NINFO. SIGNINFO. S I G N INFO. SIG N INFO . S I G NSTOP SIGNSTOP SIG N STOP SIGN STOP S I G N STOPSIGNSTREETSIGNYIELDSIGNYIELDSIGNINFO.SIGNSTREE T SIGNINFO.SIGNINFO .SIGNINFO. SIGNINFO.SIGNINFO. STOP S I G N SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO.SIGNYIELDSIGNINFO.SIGNILMSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. SIGNPARKINGLIMIT S I G NSPEED INFO. SIG N INFO. SI G N SIGN INFO . S I G N GATE FENC E LEASE A R E A O T H E R S 5' SI D E W A L K MODE R N A V I A T I O N A C C E S S R O A D MODERN AVIATION D R I V E W A Y AIRP O R T B L V D AIRPORT BOULE V A R D ARFF ACCESS ROAD ARFF A C C E S S R O A D EMERGENC Y A C C E S S R O A D LOT F AIRPORT P A R K I N G L O T TEMP R D W Y MODERN AVIATIO N P A R K I N G L O T LOT D LOT C LOT E LOT B LOT A RENTA L C A R L O T TRADEWINDS D R I V E AIRPORT BOULEV A R D AIRPORT BOULEVARD DOLAN DRIVE HEWLE T T D R I V E AIRPOR T B O U L E V A R D AIRPOR T B O U L E V A R D TER M I N A L TRASK D R I V E TER M I N A L XX DN 1 2 3 4 5' S I D E W A L K A I R P O R T B L V D LOT F HEW L E T T D R I V E 72" R C P 7 2 " R C P ST O R M S E W E R YA R D I N L E T RIM 2 0 . 9 0 IN V . 1 6 . 1 4 ( E ) IN V . 1 6 . 1 3 ( S ) 18" R C P ST O R M S E W E R YA R D I N L E T RIM 2 1 . 4 0 IN V . 1 6 . 4 4 ( W ) ST O R M S E W E R MA N H O L E RIM 2 4 . 2 2 IN V . 1 2 . 0 3 ( N ) IN V . 1 1 . 8 2 ( E ) IN V . 1 2 . 4 2 ( S ) IN V . 1 1 . 8 6 ( W ) 72 " R C P ST O R M S E W E R MA N H O L E RIM 2 4 . 3 2 IN V . 1 2 . 6 7 ( N ) IN V . 1 2 . 6 7 ( E ) IN V . 1 2 . 6 6 ( S ) 48" R C P 60 " R C P 7 2 " R C P ST O R M S E W E R MA N H O L E RIM 2 4 . 5 1 IN V . 1 5 . 2 4 ( N W ) IN V . 1 3 . 2 3 ( N E ) 24" R C P ST O R M S E W E R YA R D I N L E T RIM 1 9 . 4 0 IN V . 1 6 . 2 3 ( N ) IN V . 1 6 . 2 6 ( S ) 24 " R C P ST O R M S E W E R YA R D I N L E T RIM 2 2 . 1 1 IN V . 1 7 . 9 8 ( E ) IN V . 1 7 . 8 7 ( S ) ST O R M S E W E R MA N H O L E RIM 2 4 . 1 2 IN V . 1 2 . 2 2 ( E ) IN V . 1 2 . 2 2 ( W ) ST O R M S E W E R MA N H O L E RIM 2 4 . 2 1 IN V . 1 3 . 2 7 ( E ) IN V . 1 3 . 2 6 ( W ) 48 " R C P 72 " R C P ST O R M S E W E R YA R D I N L E T RIM 2 3 . 3 0 IN V . 1 4 . 3 6 ( E ) IN V . 1 4 . 3 2 ( W ) 48 " R C P 3 0 " R C P ST O R M S E W E R YA R D I N L E T RIM 2 3 . 3 0 IN V . 1 5 . 2 3 ( E ) IN V . 1 5 . 2 3 ( W ) ST O R M S E W E R YA R D I N L E T RIM 2 4 . 8 0 IN V . 1 5 . 6 3 ( E ) IN V . 1 5 . 6 1 ( W ) 42" R C P 42 " R C P IN V . 1 5 . 7 9 I N V . 1 5 . 9 1 I N V . 1 5 . 8 3 ST O R M S E W E R MA N H O L E RIM B U R I E D IN V . 1 3 . 2 3 ( S ) ST O R M S E W E R YA R D I N L E T RIM 2 1 . 1 5 IN V . 1 4 . 4 5 ( E ) IN V . 1 3 . 9 1 ( S ) 3 6 " R C P 36 " R C P ST O R M S E W E R YA R D I N L E T RIM 2 2 . 0 0 IN V . 1 6 . 9 8 ( E ) IN V . 1 6 . 4 5 ( W ) 30" R C P SAN SA N SAN SA N SAN SA N SAN SA N SA N I T A R Y S E W E R MA N H O L E RIM 2 6 . 5 6 IN V . s e a l e d SA N I T A R Y S E W E R MA N H O L E RIM 2 4 . 2 9 IN V . s e a l e d 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 S S S W W W W W W W W W W W GAS GAS GAS GAS GAS GAS GAS GAS GAS W W W W XXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 2 5 26 26 2 6 2 6 2 7 2727 25 24 . 5 25 24 . 5 25 . 5 25 26 24 . 5 25 . 5 23 24 24 24 23 . 5 24.5 LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO 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 LO D LO D LO D LO D LO D LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D TS © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : c: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ I L M B P 3 - C G - 1 6 6 . d w g Pl o t t e d b y : Wi l l i a m M c N a m a r a Pl o t t e d o n : 6/ 1 9 / 2 0 2 5 2 : 3 9 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: KEYMAP SHEET MUST BE PRINTED IN COLOR PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: X X X X XX X X X XPARKINGSIGNH\CSIGNH\CB-5 SIGN B-4 SIG N B-3 SI G N B-2 S I G N B-1 S I G N C-1 SIG N C-2 SIG N C-3 SIGN C-4 SIG N C-5 SIG N C-5 SIGN C-5 SIGN B-5 SIG N B-5 SIG N B-5 SIGN B-4 SIGN B-3 SIG NB-3 SIG N B-4 SIG N B-4 SIGN C-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGN B-2 SIGN C-1 SIGNB-1 SIGN C-3 SI G N C-3 S I G N C-4 S I G N C-4 S I G NSIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKIN G SIGNPARKINGSIGNPARKI N G SIGNPARKINGSIGNPARKINGSIGNPARKING SIGNH\C SIGNH\CSIGNH\CSIGNH\CSIGNH\CINFO.B-5 SIGN B-4 SIG N B-3 SI G N B-2 S I G N B-1 S I G N C-1 SIG N C-2 SIG N C-3 SIGN C-4 SIG N C-5 SIG N C-5 SIGN C-5 SIGN B-5 SIG N B-5 SIG N B-5 SIGN B-4 SIGN B-3 SIG NB-3 SIG N B-4 SIG N B-4 SIGN C-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGN B-2 SIGN C-1 SIGNB-1 SIGNSIGNSIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SI G N C-3 S I G N C-4 S I G N C-4 S I G N SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGN INFO.SIGNSIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKIN G SIGNPARKINGSIGNPARKI N G STOP SIGNPARKINGSIGNPARKINGSIGNPARKINGINFO.SIGN SIGNH\C SIGNH\CSIGNINFO.SIGNINFO.CONSTR U C T I O N TRAILER LIGHT PO L E TRAFFICPED.TRAFFIC TICKETBOOTHNCDOT R \ W DISK NCDOT R \ W DISK CURB L I N E CURB L I N E CURB L I N E CURB L I N E CURB LIN E CURB L I N ECURB LINEINFO. S I G N INFO. SIG N LIMIT SIG N SPEED SIGNPARKING LIMIT S I G N SPEED INFO. S I G N INFO. S I G N EXIT SIG N INFO. S I G N INFO. SIG N INFO. SI G NLIMIT SIGNSPEEDINFO. SIG N INFO. SI G NINFO. SIGNINFO. S I G N INFO. SIG N INFO . S I G NSTOP SIGNSTOP SIG N STOP SIGN STOP S I G N STOPSIGNSTREETSIGNYIELDSIGNYIELDSIGNINFO.SIGNSTREE T SIGNINFO.SIGNINFO .SIGNINFO. SIGNINFO.SIGNINFO. STOP S I G N SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO.SIGNYIELDSIGNINFO.SIGNILMSIGNINFO. LIGHT PO L E TRAFFICPED.TRAFFICSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. SIGNPARKINGLIMIT S I G NSPEED INFO. SIG N INFO. SI G N SIGN INFO . S I G N INFO. S I G N INFO. SIG N LIMIT SIG N SPEED SIGNPARKING LIMIT S I G N SPEED INFO. S I G N INFO. S I G N EXIT SIG NGRAVELPARKING INFO. S I G N INFO. SIG N INFO. SI G NLIMIT SIGNSPEEDINFO. SIG N INFO. S I G NINFO. SIGNINFO. S I G N INFO. SIG N INFO . S I G NSTOP SIGNSTOP SIG N STOP SIGN STOP S I G N STOPSIGNSTREETSIGNYIELDSIGNYIELDSIGNINFO.SIGNSTREE T SIGNINFO.SIGNINFO .SIGNINFO. SIGNINFO.SIGNINFO. STOP S I G N SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO.SIGNYIELDSIGNINFO.SIGNILMSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. SIGNPARKINGLIMIT S I G NSPEED INFO. SIG N INFO. SI G N SIGN INFO . S I G N GATE FENC E LEASE A R E A O T H E R S 5' SI D E W A L K MODE R N A V I A T I O N A C C E S S R O A D MODERN AVIATION D R I V E W A Y AIRP O R T B L V D AIRPORT BOULE V A R D ARFF ACCESS ROAD ARFF A C C E S S R O A D EMERGENC Y A C C E S S R O A D LOT F AIRPORT P A R K I N G L O T TEMP R D W Y MODERN AVIATIO N P A R K I N G L O T LOT D LOT C LOT E LOT B LOT A RENTA L C A R L O T TRADEWINDS D R I V E AIRPORT BOULEV A R D AIRPORT BOULEVARD DOLAN DRIVE HEWLE T T D R I V E AIRPOR T B O U L E V A R D AIRPOR T B O U L E V A R D TER M I N A L TRASK D R I V E TER M I N A L XX DN 1 2 3 4 FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 RJL WMM WMM EROSION AND SEDIMENT CONTROL PLAN INITIAL PHASE (SHEET 4 OF 4) CG-170 MA T C H L I N E S E E C G - 1 6 8 MA T C H L I N E S E E C G - 1 6 7 LEGEND TS CE LOD SF PS IP IPEXC. # IST B LIMITS OF DISTURBANCE TEMPORARY SILT FENCE GRAVEL CONSTRUCTION ENTRANCE TEMPORARY SEEDING PERMANENT SEEDING FILTER SOCK INLET PROTECTION PROPOSED MINOR CONTOURS PROPOSED MAJOR CONTOURS EXISTING MINOR CONTOURS EXISTING MAJOR CONTOURS PROPOSED STORM PIPE EXISTING STORM PIPE DEMOLITION EXCAVATED DROP INLET PROTECTION ROCK INLET SEDIMENT TRAP - TYPE B XXXXX XXXXX STORM PIPE DEMOLITION FENCE DEMOLITION X STRUCTURE TO BE DEMOLISHED, REFER TO DEMO PLAN PROPOSED PAVEMENT NOTES 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022 AND JANUARY 12, 2024, SURVEY. b.PROPOSED DESIGN SURFACE FROM PHASE 1A AND 1B. 2.SHEET MUST BE PRINTED IN COLOR. 3.CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION ENTRANCES WHERE NOTED ON EROSION CONTROL PLANS. 4.CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING AND PROTECTING ALL KNOWN UTILITIES DURING CONSTRUCTION. 5.CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING EROSION CONTROL MEASURES AFTER RAIN EVENTS AND TAKE CORRECTIVE ACTIONS AS NEEDED. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR KEEPING THE RAINFALL LOG. 6.ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE AT THE END OF THIS PACKAGE UNLESS OTHERWISE DIRECTED BY THE RPR OR ENGINEER. 7.CONTRACTOR SHALL REGULARLY CHECK EROSION CONTROL MEASURES AS STATED IN THIS CONTRACT AND ENSURE POSITIVE DRAINAGE ACROSS THE JOB SITE. X X X X XX X X X XPARKINGSIGNH\CSIGNH\CB-5 SIGN B-4 SIG N B-3 SI G N B-2 S I G N B-1 S I G N C-1 SIG N C-2 SIG N C-3 SIGN C-4 SIG N C-5 SIG N C-5 SIGN C-5 SIGN B-5 SIG N B-5 SIG N B-5 SIGN B-4 SIGN B-3 SIG NB-3 SIG N B-4 SIG N B-4 SIGN C-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGN B-2 SIGN C-1 SIGNB-1 SIGN C-3 SI G N C-3 S I G N C-4 S I G N C-4 S I G NSIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKIN G SIGNPARKINGSIGNPARKI N G SIGNPARKINGSIGNPARKINGSIGNPARKING SIGNH\C SIGNH\CSIGNH\CSIGNH\CSIGNH\CINFO.B-5 SIGN B-4 SIG N B-3 SI G N B-2 S I G N B-1 S I G N C-1 SIG N C-2 SIG N C-3 SIGN C-4 SIG N C-5 SIG N C-5 SIGN C-5 SIGN B-5 SIG N B-5 SIG N B-5 SIGN B-4 SIGN B-3 SIG NB-3 SIG N B-4 SIG N B-4 SIGN C-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGN B-2 SIGN C-1 SIGNB-1 SIGNSIGNSIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SI G N C-3 S I G N C-4 S I G N C-4 S I G N SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGN INFO.SIGNSIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKIN G SIGNPARKINGSIGNPARKI N G STOP SIGNPARKINGSIGNPARKINGSIGNPARKINGINFO.SIGN SIGNH\C SIGNH\CSIGNINFO.SIGNINFO.CONSTR U C T I O N TRAILER LIGHT PO L E TRAFFICPED.TRAFFIC TICKETBOOTHNCDOT R \ W DISK NCDOT R \ W DISK CURB L I N E CURB L I N E CURB L I N E CURB L I N E CURB LIN E CURB L I N ECURB LINEINFO. S I G N INFO. SIG N LIMIT SIG N SPEED SIGNPARKING LIMIT S I G N SPEED INFO. S I G N INFO. S I G N EXIT SIG N INFO. S I G N INFO. SIG N INFO. SI G NLIMIT SIGNSPEEDINFO. SIG N INFO. SI G NINFO. SIGNINFO. S I G N INFO. SIG N INFO . S I G NSTOP SIGNSTOP SIG N STOP SIGN STOP S I G N STOPSIGNSTREETSIGNYIELDSIGNYIELDSIGNINFO.SIGNSTREE T SIGNINFO.SIGNINFO .SIGNINFO. SIGNINFO.SIGNINFO. STOP S I G N SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO.SIGNYIELDSIGNINFO.SIGNILMSIGNINFO. LIGHT PO L E TRAFFICPED.TRAFFICSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. SIGNPARKINGLIMIT S I G NSPEED INFO. SIG N INFO. SI G N SIGN INFO . S I G N INFO. S I G N INFO. SIG N LIMIT SIG N SPEED SIGNPARKING LIMIT S I G N SPEED INFO. S I G N INFO. S I G N EXIT SIG NGRAVELPARKING INFO. S I G N INFO. SIG N INFO. SI G NLIMIT SIGNSPEEDINFO. SIG N INFO. S I G NINFO. SIGNINFO. S I G N INFO. SIG N INFO . S I G NSTOP SIGNSTOP SIG N STOP SIGN STOP S I G N STOPSIGNSTREETSIGNYIELDSIGNYIELDSIGNINFO.SIGNSTREE T SIGNINFO.SIGNINFO .SIGNINFO. SIGNINFO.SIGNINFO. STOP S I G N SIGNINFO.SIGNINFO. SIGNINFO. SIGNINFO.SIGNYIELDSIGNINFO.SIGNILMSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO. SIGNPARKINGLIMIT S I G NSPEED INFO. SIG N INFO. SI G N SIGN INFO . S I G N GATE FENC E LEASE A R E A O T H E R S 5' SI D E W A L K MODE R N A V I A T I O N A C C E S S R O A D MODERN AVIATION D R I V E W A Y AIRP O R T B L V D AIRPORT BOULE V A R D ARFF ACCESS ROAD ARFF A C C E S S R O A D EMERGENC Y A C C E S S R O A D LOT F AIRPORT P A R K I N G L O T TEMP R D W Y MODERN AVIATIO N P A R K I N G L O T LOT D LOT C LOT E LOT B LOT A RENTA L C A R L O T TRADEWINDS D R I V E AIRPORT BOULEV A R D AIRPORT BOULEVARD DOLAN DRIVE HEWLE T T D R I V E AIRPOR T B O U L E V A R D AIRPOR T B O U L E V A R D TER M I N A L TRASK D R I V E TER M I N A L XX DN 1 2 3 4 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 XX XX XX XX XX XX XX XX XX W SAN SAN SAN SAN SAN SAN S GAS GAS GAS W W WW W W 1 8 " R C P 10.7 8 WING WAL L WIN G WAL L WAL L WING WAL L INV . 10.6 9 INV . 10.1 7 INV . 9.99 WING 26 27 28 2 9 3 0 3 1 3 2 3 3 34 35 36 37 38 39 4040 26 27 28 29 30 31 32 33 3 0 3 1 3 2 3 3 3 4 3 5 3 6 3 7 3 8 25 25 26 26 27 28 2 9 24.5 24. 5 25.5 25 . 5 26 . 5 26.5 27 . 5 2 8 . 5 2 9 . 5 2 5 2 6 2 7 2 8 29 24 . 5 25 . 5 2 6 . 5 2 7 . 5 2 8 . 5 22 22 23 23 24 24 25 25 2 6 27 27 27 25.5 26.5 25 24. 5 25.5 25 25 26 25 . 5 2 9 28 . 5 29 . 5 30 29 . 5 25 . 5 25 18 19 20 21 22 23 24 25 IP IP IP IP IP IP IP IST B IST B IST B IST B IP 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 LOD LOD LOD LOD LO D LODLODLOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LO 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 LOD LO D LO D LO D LO D LO D LO D L O D LO D LO D LO D LOD LOD LOD LOD LOD LOD PS PS SEE EXCAVATED DROP INLET PROTECTION NOTES ON FINAL PHASE SHEETS (TYP.) IST B IPEXC. #2 IPEXC. #1 23.025.0 22. 0 24. 0 IP IP IP SEE EXCAVATED DROP INLET PROTECTION NOTES ON FINAL PHASE SHEETS (TYP.) RIPRAP OUTLET PROTECTION PS PS CE © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ I L M B P 3 - C G - 1 7 1 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 2 3 / 2 0 2 5 3 : 5 8 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: SHEET MUST BE PRINTED IN COLOR PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 RJL WMM WMM EROSION AND SEDIMENT CONTROL PLAN FINAL PHASE (SHEET 1 OF 4) MATCHLINE SEE CG-172 MA T C H L I N E S E E C G - 1 7 4 CG-171 LEGEND TS CE LOD SF PS IP IPEXC. # IST B LIMITS OF DISTURBANCE TEMPORARY SILT FENCE GRAVEL CONSTRUCTION ENTRANCE TEMPORARY SEEDING PERMANENT SEEDING FILTER SOCK INLET PROTECTION PROPOSED MINOR CONTOURS PROPOSED MAJOR CONTOURS EXISTING MINOR CONTOURS EXISTING MAJOR CONTOURS PROPOSED STORM PIPE EXISTING STORM PIPE DEMOLITION EXCAVATED DROP INLET PROTECTION ROCK INLET SEDIMENT TRAP - TYPE B XXXXX XXXXX STORM PIPE DEMOLITION FENCE DEMOLITION X STRUCTURE TO BE DEMOLISHED, REFER TO DEMO PLAN PROPOSED PAVEMENT EXCAVATED DROP INLET PROTECTION NOTES: 1.EXCAVATION IS TO OCCUR PRIOR TO MASS LAND GRADING OPERATIONS. 2.CONTOURS SHOWN ARE APPROXIMATE. CONTRACTOR TO ENSURE BOTTOM OF EXCAVATION IS AT LEAST 1.5FT BELOW DRAINAGE STRUCTURE RIM ELEVATION TO ENSURE ADEQUATE SEDIMENT STORAGE. 3.CONTRACTOR TO ENSURE THE ENTIRE DRAINAGE STRUCTURE IS LOCATED WITHIN THE BOTTOM OF THE EXCAVATION. 4.CONTOUR ELEVATIONS, SIDE SLOPES, AND SURFACE AREAS OF EACH CAN BE FOUND ON DETAIL SHEET CG-185. 5.CONTRACTOR TO REMOVE SEDIMENT ACCUMULATION AND GRADE PER FINAL CONTOURS BEFORE PAVING OPERATIONS BEGIN. NOTES 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022 AND JANUARY 12, 2024, SURVEY. b.PROPOSED DESIGN SURFACE FROM PHASE 1A AND 1B. 2.SHEET MUST BE PRINTED IN COLOR. 3.CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION ENTRANCES WHERE NOTED ON EROSION CONTROL PLANS. 4.CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING AND PROTECTING ALL KNOWN UTILITIES DURING CONSTRUCTION. 5.CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING EROSION CONTROL MEASURES AFTER RAIN EVENTS AND TAKE CORRECTIVE ACTIONS AS NEEDED. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR KEEPING THE RAINFALL LOG. 6.ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE AT THE END OF THIS PACKAGE UNLESS OTHERWISE DIRECTED BY THE RPR OR ENGINEER. 7.CONTRACTOR SHALL REGULARLY CHECK EROSION CONTROL MEASURES AS STATED IN THIS CONTRACT AND ENSURE POSITIVE DRAINAGE ACROSS THE JOB SITE. X X X X X X X X X X X X X X X X X X FE N C E SA N I T A R Y S E W E R MA N H O L E RIM 4 2 . 3 1 IN V . 1 5 . 1 5 SA N I T A R Y S E W E R MA N H O L E RIM 3 0 . 6 8 IN V . 1 2 . 2 6 SA N I T A R Y S E W E R MA N H O L E RIM ( C O V E R E D ) IN V . ( C O V E R E D ) SA N I T A R Y S E W E R MA N H O L E RIM ( C O V E R E D ) IN V . ( C O V E R E D ) SA N I T A R Y S E W E R MA N H O L E RIM ( C O V E R E D ) IN V . ( C O V E R E D ) S A N S A N S A N 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 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 SAN SAN SAN SAN SAN S S S S S W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 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 W W W W W W W W W W W W W SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN S 8" V . C . P . 8" V . C . P . W W 41 4 2 43 4 3 43 43 41 42 4 2424 2 43 4 3 41 42 43 43 37 38 39 40 41 42 30313233343536373839 3 9 40 4 0 41 4 1 42 42 43 43 44 44 45 45 46 46 29 29 29 29.5 29.5 29 . 5 29 . 5 26 30 31 32 3 3 34 35 36 37 38 39 28 29 30 30 27 . 5 28.5 29.5 2 626 27272 7 2 8 292929 30 31 32 33 34 35 36 37 38 39 40 40 2 7 27 2 8 29 30 31 32 33 34 35 36 37 3 8 3940414243 4344444545 2 6 2 5 . 5 2 6 . 5 4 1 . 5 42. 5 4 2 . 5 43.5 43.5 4 1 . 5 42 . 5 4 2 . 5 43.5 43.5 43 4 3 . 5 29 29 29 29 . 5 2 9 . 5 2 9 . 5 29 . 5 29 29 2 9 28 . 5 28 . 5 30 30 30 29 . 5 29 . 5 29 . 5 29 . 5 29 . 5 3 0 . 5 30 29 . 5 30 30 . 5 30 . 5 4 3 4 3 29 IP IP IP IP IP IP IP IP IP IST B IST B IST B LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LODLOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LO D L O D L O D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LO D LO D LOD LO D LO D LOD LOD LO D LO D LO D LO D LO D LO D LO D PS IST B IST B IST B IP IP IP IP IP IP IP IP IP IP IP IP IST B IST B IST B IST B IST B IST B IP IP IP IP IP IP © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ I L M B P 3 - C G - 1 7 1 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 2 3 / 2 0 2 5 3 : 5 9 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: SHEET MUST BE PRINTED IN COLOR PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 RJL WMM WMM EROSION AND SEDIMENT CONTROL PLAN FINAL PHASE (SHEET 2 OF 4) MATCHLINE SEE CG-173 MA T C H L I N E S E E C G - 1 7 4 MATCHLINE SEE CG-171 CG-172 EXCAVATED DROP INLET PROTECTION NOTES: 1.EXCAVATION IS TO OCCUR PRIOR TO MASS LAND GRADING OPERATIONS. 2.CONTOURS SHOWN ARE APPROXIMATE. CONTRACTOR TO ENSURE BOTTOM OF EXCAVATION IS AT LEAST 1.5FT BELOW DRAINAGE STRUCTURE RIM ELEVATION TO ENSURE ADEQUATE SEDIMENT STORAGE. 3.CONTRACTOR TO ENSURE THE ENTIRE DRAINAGE STRUCTURE IS LOCATED WITHIN THE BOTTOM OF THE EXCAVATION. 4.CONTOUR ELEVATIONS, SIDE SLOPES, AND SURFACE AREAS OF EACH CAN BE FOUND ON DETAIL SHEET CG-185. 5.CONTRACTOR TO REMOVE SEDIMENT ACCUMULATION AND GRADE PER FINAL CONTOURS BEFORE PAVING OPERATIONS BEGIN. LEGEND NOTES 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022 AND JANUARY 12, 2024, SURVEY. b.PROPOSED DESIGN SURFACE FROM PHASE 1A AND 1B. 2.SHEET MUST BE PRINTED IN COLOR. 3.CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION ENTRANCES WHERE NOTED ON EROSION CONTROL PLANS. 4.CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING AND PROTECTING ALL KNOWN UTILITIES DURING CONSTRUCTION. 5.CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING EROSION CONTROL MEASURES AFTER RAIN EVENTS AND TAKE CORRECTIVE ACTIONS AS NEEDED. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR KEEPING THE RAINFALL LOG. 6.ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE AT THE END OF THIS PACKAGE UNLESS OTHERWISE DIRECTED BY THE RPR OR ENGINEER. 7.CONTRACTOR SHALL REGULARLY CHECK EROSION CONTROL MEASURES AS STATED IN THIS CONTRACT AND ENSURE POSITIVE DRAINAGE ACROSS THE JOB SITE. TS CE LOD SF PS IP IPEXC. # IST B LIMITS OF DISTURBANCE TEMPORARY SILT FENCE GRAVEL CONSTRUCTION ENTRANCE TEMPORARY SEEDING PERMANENT SEEDING FILTER SOCK INLET PROTECTION PROPOSED MINOR CONTOURS PROPOSED MAJOR CONTOURS EXISTING MINOR CONTOURS EXISTING MAJOR CONTOURS PROPOSED STORM PIPE EXISTING STORM PIPE DEMOLITION EXCAVATED DROP INLET PROTECTION ROCK INLET SEDIMENT TRAP - TYPE B XXXXX XXXXX STORM PIPE DEMOLITION FENCE DEMOLITION X STRUCTURE TO BE DEMOLISHED, REFER TO DEMO PLAN PROPOSED PAVEMENT X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 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 XXXXXXXXXXXXXXXXXXXXXX XX X X X X X X XX XXXXXXXXXXXXXXXXXXXXXX MH MH 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 S A N SA N I T A R Y S E W E R MA N H O L E RIM 2 9 . 9 1 IN V . 1 5 . 3 4 SA N I T A R Y S E W E R MA N H O L E RIM 3 1 . 9 9 IN V . 2 1 . 2 6 ( N ) IN V . 1 7 . 0 3 ( W ) SA N I T A R Y S E W E R MA N H O L E RIM 2 9 . 3 9 IN V . 2 3 . 3 5 SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN S S S 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 GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS W W W W W W W W W W W GAS GAS GAS GAS GAS GAS GAS GAS G G SAN SAN SAN SAN SAN SAN SAN SAN W W W SAN SAN SAN S W W W SAN SAN SAN SAN SAN SAN S A N S A N SAN S A N S A N W W W W W W W W W 8"P V C INV . 27.1 7 INV . 27.2 6 RIP - R A P W BA C K F L O W PR E V E N T E R WA T E R MET E R 33 34 35 36 37 38 39 40 41 42 37 38 39 40 41 38 39 40 41 42 35 36 37 38 39 40 41 42 29 30 29.5 30.5 29 3 0 3 1 31 2 9 . 5 3 0 . 5 31.5 31.5 28 2 8 29 29 29 2 9 29 303030 3 1 32 33 34 3 5 36 37 3 8 39 36 3 7 3 8 39 40 41 42 29 3 0 31 29.5 3 0 . 5 3 0 2 9 . 5 29.5 30. 5 3 1 31 31 31.5 30 30.5 31 31 31 31.5 29 . 5 29 29.5 30 31 31.5 32 34 3 3 3 2 IST B IP IP IP IP IP IP IP LOD LOD LO D LO D LO D LO D LO D LO D LO D L O D L O D LODLOD L O D LO D LODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D L O D L O D L O 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 LO D LO D LO D PS PS SF SF SF SF SF SF SF SF S F S F S F SF S F S F IST B IST B IP IP IP IP IP IP IP CE IP IP © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ I L M B P 3 - C G - 1 7 1 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 2 3 / 2 0 2 5 3 : 5 9 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: SHEET MUST BE PRINTED IN COLOR PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 RJL WMM WMM EROSION AND SEDIMENT CONTROL PLAN FINAL PHASE (SHEET 3 OF 4) MATCHLINE SEE CG-172 CG-173 EXCAVATED DROP INLET PROTECTION NOTES: 1.EXCAVATION IS TO OCCUR PRIOR TO MASS LAND GRADING OPERATIONS. 2.CONTOURS SHOWN ARE APPROXIMATE. CONTRACTOR TO ENSURE BOTTOM OF EXCAVATION IS AT LEAST 1.5FT BELOW DRAINAGE STRUCTURE RIM ELEVATION TO ENSURE ADEQUATE SEDIMENT STORAGE. 3.CONTRACTOR TO ENSURE THE ENTIRE DRAINAGE STRUCTURE IS LOCATED WITHIN THE BOTTOM OF THE EXCAVATION. 4.CONTOUR ELEVATIONS, SIDE SLOPES, AND SURFACE AREAS OF EACH CAN BE FOUND ON DETAIL SHEET CG-185. 5.CONTRACTOR TO REMOVE SEDIMENT ACCUMULATION AND GRADE PER FINAL CONTOURS BEFORE PAVING OPERATIONS BEGIN. LEGEND NOTES 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022 AND JANUARY 12, 2024, SURVEY. b.PROPOSED DESIGN SURFACE FROM PHASE 1A AND 1B. 2.SHEET MUST BE PRINTED IN COLOR. 3.CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION ENTRANCES WHERE NOTED ON EROSION CONTROL PLANS. 4.CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING AND PROTECTING ALL KNOWN UTILITIES DURING CONSTRUCTION. 5.CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING EROSION CONTROL MEASURES AFTER RAIN EVENTS AND TAKE CORRECTIVE ACTIONS AS NEEDED. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR KEEPING THE RAINFALL LOG. 6.ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE AT THE END OF THIS PACKAGE UNLESS OTHERWISE DIRECTED BY THE RPR OR ENGINEER. 7.CONTRACTOR SHALL REGULARLY CHECK EROSION CONTROL MEASURES AS STATED IN THIS CONTRACT AND ENSURE POSITIVE DRAINAGE ACROSS THE JOB SITE. TS CE LOD SF PS IP IPEXC. # IST B LIMITS OF DISTURBANCE TEMPORARY SILT FENCE GRAVEL CONSTRUCTION ENTRANCE TEMPORARY SEEDING PERMANENT SEEDING FILTER SOCK INLET PROTECTION PROPOSED MINOR CONTOURS PROPOSED MAJOR CONTOURS EXISTING MINOR CONTOURS EXISTING MAJOR CONTOURS PROPOSED STORM PIPE EXISTING STORM PIPE DEMOLITION EXCAVATED DROP INLET PROTECTION ROCK INLET SEDIMENT TRAP - TYPE B XXXXX XXXXX STORM PIPE DEMOLITION FENCE DEMOLITION X STRUCTURE TO BE DEMOLISHED, REFER TO DEMO PLAN PROPOSED PAVEMENT 5' S I D E W A L K SAN SA N SAN SA N SAN SA N SAN SA N SA N I T A R Y S E W E R MA N H O L E RIM 2 6 . 5 6 IN V . s e a l e d SA N I T A R Y S E W E R MA N H O L E RIM 2 4 . 2 9 IN V . s e a l e d 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 S S S W W W W W W W W W W W GAS GAS GAS GAS GAS GAS GAS GAS GAS W W W W 25 26 26 2 6 2 6 2 7 2727 27 26 . 5 26 26 25 . 5 25 25 24.5 24.5 2 5 25 25 26 27 2 5 . 5 26.5 26.5 26 . 5 25 24 . 5 25 24 . 5 25 . 5 25 26 2 4 . 5 25 . 5 23 24 24 24 23 . 5 24.5 LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO 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 LO D LO D LO D LO D LO D LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D PS © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ I L M B P 3 - C G - 1 7 1 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 2 3 / 2 0 2 5 3 : 5 9 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: SHEET MUST BE PRINTED IN COLOR PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 RJL WMM WMM EROSION AND SEDIMENT CONTROL PLAN FINAL PHASE (SHEET 4 OF 4) MA T C H L I N E S E E C G - 1 7 2 CG-174 MA T C H L I N E S E E C G - 1 7 1 EXCAVATED DROP INLET PROTECTION NOTES: 1.EXCAVATION IS TO OCCUR PRIOR TO MASS LAND GRADING OPERATIONS. 2.CONTOURS SHOWN ARE APPROXIMATE. CONTRACTOR TO ENSURE BOTTOM OF EXCAVATION IS AT LEAST 1.5FT BELOW DRAINAGE STRUCTURE RIM ELEVATION TO ENSURE ADEQUATE SEDIMENT STORAGE. 3.CONTRACTOR TO ENSURE THE ENTIRE DRAINAGE STRUCTURE IS LOCATED WITHIN THE BOTTOM OF THE EXCAVATION. 4.CONTOUR ELEVATIONS, SIDE SLOPES, AND SURFACE AREAS OF EACH CAN BE FOUND ON DETAIL SHEET CG-185. 5.CONTRACTOR TO REMOVE SEDIMENT ACCUMULATION AND GRADE PER FINAL CONTOURS BEFORE PAVING OPERATIONS BEGIN. LEGEND NOTES 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022 AND JANUARY 12, 2024, SURVEY. b.PROPOSED DESIGN SURFACE FROM PHASE 1A AND 1B. 2.SHEET MUST BE PRINTED IN COLOR. 3.CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION ENTRANCES WHERE NOTED ON EROSION CONTROL PLANS. 4.CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING AND PROTECTING ALL KNOWN UTILITIES DURING CONSTRUCTION. 5.CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING EROSION CONTROL MEASURES AFTER RAIN EVENTS AND TAKE CORRECTIVE ACTIONS AS NEEDED. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR KEEPING THE RAINFALL LOG. 6.ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE AT THE END OF THIS PACKAGE UNLESS OTHERWISE DIRECTED BY THE RPR OR ENGINEER. 7.CONTRACTOR SHALL REGULARLY CHECK EROSION CONTROL MEASURES AS STATED IN THIS CONTRACT AND ENSURE POSITIVE DRAINAGE ACROSS THE JOB SITE. TS CE LOD SF PS IP IPEXC. # IST B LIMITS OF DISTURBANCE TEMPORARY SILT FENCE GRAVEL CONSTRUCTION ENTRANCE TEMPORARY SEEDING PERMANENT SEEDING FILTER SOCK INLET PROTECTION PROPOSED MINOR CONTOURS PROPOSED MAJOR CONTOURS EXISTING MINOR CONTOURS EXISTING MAJOR CONTOURS PROPOSED STORM PIPE EXISTING STORM PIPE DEMOLITION EXCAVATED DROP INLET PROTECTION ROCK INLET SEDIMENT TRAP - TYPE B XXXXX XXXXX STORM PIPE DEMOLITION FENCE DEMOLITION X STRUCTURE TO BE DEMOLISHED, REFER TO DEMO PLAN PROPOSED PAVEMENT 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 XX XX XX XX XX XX XX XX XX 27 53+ 28 00+ 29 00+ 30 00+ 31 00 + 32 00 + 33 00 + 34 00 + 35 33 55 + 3 4 00 + 0 0 + 27 53+ 28 00+ 29 00+ 30 00+ 31 00 + 32 00 + 33 00 + 34 00 + 35 BP : 2 7 + 5 3 . 4 3 P T : 2 7 + 7 6 . 0 2 P C : 2 9 + 1 8 . 9 1 PT: 33+11.05 33 55 + 3 4 00 + 0 0 + BP: 33+55.22 PT: 34 + 4 7 . 2 4 PC: 35 + 1 3 . 9 4 26 27 28 2 9 3 0 3 1 3 2 3 3 34 35 36 37 38 39 4040 26 27 28 29 30 31 32 33 3 0 3 1 3 2 3 3 3 4 3 5 3 6 3 7 3 8 25 25 26 26 27 28 2 9 24.5 24. 5 25.5 25 . 5 26 . 5 26.5 27 . 5 2 8 . 5 2 9 . 5 25 2 6 27 27 27 25.5 26.5 GRADE AT TOW-31.82 GRADE AT BOW-29.70 GRADE AT TOW-27.24 GRADE AT BOW-25.31 GRADE AT TOW-28.92 GRADE AT BOW-25.46 GRADE AT TOW-31.31 GRADE AT BOW-25.69 GRADE AT TOW-32.92 GRADE AT BOW-25.37 25 24. 5 25.5 25 25 26 25 . 5 2' SHOULDER (TYP.) 4H:1V FILL SLOPES (TYP.) 2 9 28 . 5 29 . 5 30 29 . 5 25 . 5 25 3H:1V SLOPES FOR DRAINAGE SWALE(TYP.) 18 19 20 21 22 23 24 25 W SAN SAN SAN SAN SAN SAN S GAS GAS GAS W W WW W W 1 8 " R C P 10.7 8 WING WAL L WIN G WAL L WAL L WING WAL L INV . 10.6 9 INV . 10.1 7 INV . 9.99 WING 27 53+ 28 00+ 29 00+ 30 00+ 31 00 + 32 00 + 33 00 + 34 00 + 35 33 55 + 3 4 00 + 0 0 + IP IP IP IP IP IP IP IST B IST B IST B IST B IP 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 LOD LOD LOD LOD LO D LODLODLOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LO 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 LOD LO D LO D LO D LO D LO D LO D L O D LO D LO D LO D LOD LOD LOD LOD LOD LOD PS PS SEE EXCAVATED DROP INLET PROTECTION NOTES ON FINAL PHASE SHEETS (TYP.) IST B IPEXC. #2 IPEXC. #1 23.025.0 22. 0 24. 0 IP IP IP SEE EXCAVATED DROP INLET PROTECTION NOTES ON FINAL PHASE SHEETS (TYP.) RIPRAP OUTLET PROTECTION PS PS CE EX. INLET #1 © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ I L M B P 3 - C G - 1 7 5 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 2 3 / 2 0 2 5 1 : 0 3 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: KEYMAP SHEET MUST BE PRINTED IN COLOR PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: X X X X XX X X X GATE FENC E 5' SI D E W A L K XX DN 1 2 3 4 FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 RJL WMM WMM EROSION AND SEDIMENT CONTROL PLAN DRAINAGE AREA MAPS (SHEET 1 OF 5) MATCHLINE SEE CG-171 MA T C H L I N E S E E C G - 1 7 3 CG-175 LEGEND NOTES 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022 AND JANUARY 12, 2024, SURVEY. b.PROPOSED DESIGN SURFACE FROM PHASE 1A AND 1B. 2.SHEET MUST BE PRINTED IN COLOR. 3.CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION ENTRANCES WHERE NOTED ON EROSION CONTROL PLANS. 4.CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING AND PROTECTING ALL KNOWN UTILITIES DURING CONSTRUCTION. 5.CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING EROSION CONTROL MEASURES AFTER RAIN EVENTS AND TAKE CORRECTIVE ACTIONS AS NEEDED. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR KEEPING THE RAINFALL LOG. 6.ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE AT THE END OF THIS PACKAGE UNLESS OTHERWISE DIRECTED BY THE RPR OR ENGINEER. 7.CONTRACTOR SHALL REGULARLY CHECK EROSION CONTROL MEASURES AS STATED IN THIS CONTRACT AND ENSURE POSITIVE DRAINAGE ACROSS THE JOB SITE. SILT FENCE DRAINAGE AREA INLET SEDIMENT TRAP DRAINAGE AREA EXCAVATED INLET PROTECTION DRAINAGE AREA INLET PROTECTION DRAINAGE AREA TS CE LOD SF PS IP IPEXC. # IST B LIMITS OF DISTURBANCE TEMPORARY SILT FENCE GRAVEL CONSTRUCTION ENTRANCE TEMPORARY SEEDING PERMANENT SEEDING FILTER SOCK INLET PROTECTION PROPOSED MINOR CONTOURS PROPOSED MAJOR CONTOURS EXISTING MINOR CONTOURS EXISTING MAJOR CONTOURS PROPOSED STORM PIPE EXISTING STORM PIPE EXCAVATED DROP INLET PROTECTION ROCK INLET SEDIMENT TRAP - TYPE B PROPOSED PAVEMENT X X X X X X X X X X X X X X X X X X FE N C E 35 00 + 36 00 + 37 00 + 38 00 + 39 00 + 40 00 + 41 00 + 42 00 + 43 00 + 3 5 + 36 00 + 37 00 + 38 00 + 39 00 + 40 00 + 41 00 + 42 00 + 43 00 + PARKING DECK FFE: 29.70 41 4 2 43 4 3 43 43 41 42 4 2424 2 43 4 3 41 42 43 43 37 38 39 40 41 42 30313233343536373839 3 9 40 4 0 41 4 1 42 42 43 43 44 44 45 45 46 46 28 29 30 30 27 . 5 28.5 29.5 GRADE AT TOW-36.93 GRADE AT BOW-29.70 GRADE AT TOW-41.52 GRADE AT BOW-29.70 GRADE AT TOW-41.99 GRADE AT BOW-29.70 GRADE AT TOW-42.50 GRADE AT BOW-29.70 GRADE AT TOW-43.12 GRADE AT BOW-29.70 GRADE AT TOW-43.38 GRADE AT BOW-29.70 GRADE AT TOW-43.20 GRADE AT BOW-29.70 GRADE AT TOW-44.20 GRADE AT BOW-29.70 GRADE AT TOW-43.64 GRADE AT BOW-29.70 GRADE AT TOW-43.00 GRADE AT BOW-30.20 GRADE AT TOW-39.65 GRADE AT BOW-25.70 GRADE AT TOW-41.75 GRADE AT TOW-43.11 GRADE AT TOW-43.34 GRADE AT TOW-43.49 GRADE AT TOW-43.73 2 6 2 5 . 5 2 6 . 5 4 1 . 5 42. 5 4 2 . 5 43.5 43.5 4 1 . 5 42 . 5 4 2 . 5 43.5 43.5 2' SHOULDER (TYP.) 4H:1V FILL SLOPE (TYP.) 43 4 3 . 5 29 29 29 29 . 5 2 9 . 5 2 9 . 5 29 . 5 29 29 2 9 28 . 5 28 . 5 30 30 30 29 . 5 29 . 5 29 . 5 29 . 5 29 . 5 3 0 . 5 30 29 . 5 30 30 . 5 30 . 5 4 3 4 3 29 35 00 + 36 00 + 37 00 + 38 00 + 39 00 + 40 00 + 41 00 + 42 00 + 43 00 + 3 5 + 36 00 + 37 00 + 38 00 + 39 00 + 40 00 + 41 00 + 42 00 + 43 00 + IP IP IP IP IP IP IP IP IP IST B IST B IST B LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LODLOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LO D L O D L O D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LO D LO D LOD LO D LO D LOD LOD LO D LO D LO D LO D LO D LO D LO D PS IST B IST B IST B IP IP IP IP IP IP IP IP IP IP IP IP IST B IST B IST B IST B IST B IST B IP IP IP IP IP IP EX. INLET #2 THESE AREAS DRAIN INTO ROOF DOWNSPOUTS AND THEREFORE THIS LAND DISTURBANCE WILL NOT SURFACE DRAIN TO AN EROSION CONTROL BMP. THE AREAS WILL BE STABILIZED AS THE BUILDING IS CONSTRUCTED. REFER TO SHEETS CG-102 AND 103 FOR DOWNSPOUT LOCATIONS © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ I L M B P 3 - C G - 1 7 5 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 2 3 / 2 0 2 5 1 : 0 3 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: KEYMAP SHEET MUST BE PRINTED IN COLOR PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: X X X X XX X X X GATE FENC E 5' SI D E W A L K XX DN 1 2 3 4 FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 RJL WMM WMM EROSION AND SEDIMENT CONTROL PLAN DRAINAGE AREA MAPS (SHEET 2 OF 5) MATCHLINE SEE CG-172 MA T C H L I N E S E E C G - 1 7 3 MATCHLINE SEE CG-170 CG-176 LEGEND SILT FENCE DRAINAGE AREA INLET SEDIMENT TRAP DRAINAGE AREA EXCAVATED INLET PROTECTION DRAINAGE AREA INLET PROTECTION DRAINAGE AREA TS CE LOD SF PS IP IPEXC. # IST B LIMITS OF DISTURBANCE TEMPORARY SILT FENCE GRAVEL CONSTRUCTION ENTRANCE TEMPORARY SEEDING PERMANENT SEEDING FILTER SOCK INLET PROTECTION PROPOSED MINOR CONTOURS PROPOSED MAJOR CONTOURS EXISTING MINOR CONTOURS EXISTING MAJOR CONTOURS PROPOSED STORM PIPE EXISTING STORM PIPE EXCAVATED DROP INLET PROTECTION ROCK INLET SEDIMENT TRAP - TYPE B PROPOSED PAVEMENT NOTES 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022 AND JANUARY 12, 2024, SURVEY. b.PROPOSED DESIGN SURFACE FROM PHASE 1A AND 1B. 2.SHEET MUST BE PRINTED IN COLOR. 3.CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION ENTRANCES WHERE NOTED ON EROSION CONTROL PLANS. 4.CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING AND PROTECTING ALL KNOWN UTILITIES DURING CONSTRUCTION. 5.CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING EROSION CONTROL MEASURES AFTER RAIN EVENTS AND TAKE CORRECTIVE ACTIONS AS NEEDED. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR KEEPING THE RAINFALL LOG. 6.ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE AT THE END OF THIS PACKAGE UNLESS OTHERWISE DIRECTED BY THE RPR OR ENGINEER. 7.CONTRACTOR SHALL REGULARLY CHECK EROSION CONTROL MEASURES AS STATED IN THIS CONTRACT AND ENSURE POSITIVE DRAINAGE ACROSS THE JOB SITE. X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 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 XXXXXXXXXXXXXXXXXXXXXX XX X X X X X X XX XXXXXXXXXXXXXXXXXXXXXX 44 00 + 4 5 0 0 + 4 6 0 0 + 47 00+ 48 00+ 49 00+50 00+ 50 83+ 44 00 + 45 00 + 4 6 0 0 + 46 50 + 33 34 35 36 37 38 39 40 41 42 37 38 39 40 41 38 39 40 41 42 35 36 37 38 39 40 41 42 29 30 29.5 30.5 GRADE AT TOW-42.00 GRADE AT BOW-30.20 GRADE AT TOW-40.44 GRADE AT BOW-30.17 GRADE AT TOW-36.65 GRADE AT BOW-30.24 36 3 7 3 8 39 40 41 42 2' SHOULDER (TYP.) 4H:1V FILL SLOPES (TYP.) 29 3 0 31 29.5 3 0 . 5 3 0 2 9 . 5 29.5 30. 5 3 1 31 31 31.5 30 30.5 31 31 31 31.5 29 . 5 29 29.5 30 31 31.5 32 34 3 3 3 2 GRADE AT TOW-31.50 GRADE AT BOW-31.00 44 00 + 4 5 0 0 + 4 6 0 0 + 47 00+ 48 00+ 49 00+50 00+ 50 83+ 44 00 + 45 00 + 4 6 0 0 + 46 50 + IST B IP IP IP IP IP IP IP LOD LOD LO D LO D LO D LO D LO D LO D LO D L O D L O D LODLOD L O D LO D LODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D L O D L O D L O 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 LO D LO D LO D PS PS SF SF SF SF SF SF SF SF S F S F S F SF S F S F IST B IST B IP IP IP IP IP IP IP CE IP IP SILT FENCE DRAINAGE AREA #1 THESE AREAS DRAIN INTO ROOF DOWNSPOUTS AND THEREFORE THIS LAND DISTURBANCE WILL NOT SURFACE DRAIN TO AN EROSION CONTROL BMP. THE AREAS WILL BE STABILIZED AS THE BUILDING IS CONSTRUCTED. REFER TO SHEETS CG-102 AND 103 FOR DOWNSPOUT LOCATIONS © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ I L M B P 3 - C G - 1 7 5 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 2 3 / 2 0 2 5 1 : 0 3 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: KEYMAP SHEET MUST BE PRINTED IN COLOR PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: X X X X XX X X X GATE FENC E 5' SI D E W A L K XX DN 1 2 3 4 FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 RJL WMM WMM EROSION AND SEDIMENT CONTROL PLAN DRAINAGE AREA MAPS (SHEET 3 OF 5) MATCHLINE SEE CG-142 CG-177 LEGEND SILT FENCE DRAINAGE AREA INLET SEDIMENT TRAP DRAINAGE AREA EXCAVATED INLET PROTECTION DRAINAGE AREA INLET PROTECTION DRAINAGE AREA TS CE LOD SF PS IP IPEXC. # IST B LIMITS OF DISTURBANCE TEMPORARY SILT FENCE GRAVEL CONSTRUCTION ENTRANCE TEMPORARY SEEDING PERMANENT SEEDING FILTER SOCK INLET PROTECTION PROPOSED MINOR CONTOURS PROPOSED MAJOR CONTOURS EXISTING MINOR CONTOURS EXISTING MAJOR CONTOURS PROPOSED STORM PIPE EXISTING STORM PIPE EXCAVATED DROP INLET PROTECTION ROCK INLET SEDIMENT TRAP - TYPE B PROPOSED PAVEMENT NOTES 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022 AND JANUARY 12, 2024, SURVEY. b.PROPOSED DESIGN SURFACE FROM PHASE 1A AND 1B. 2.SHEET MUST BE PRINTED IN COLOR. 3.CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION ENTRANCES WHERE NOTED ON EROSION CONTROL PLANS. 4.CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING AND PROTECTING ALL KNOWN UTILITIES DURING CONSTRUCTION. 5.CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING EROSION CONTROL MEASURES AFTER RAIN EVENTS AND TAKE CORRECTIVE ACTIONS AS NEEDED. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR KEEPING THE RAINFALL LOG. 6.ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE AT THE END OF THIS PACKAGE UNLESS OTHERWISE DIRECTED BY THE RPR OR ENGINEER. 7.CONTRACTOR SHALL REGULARLY CHECK EROSION CONTROL MEASURES AS STATED IN THIS CONTRACT AND ENSURE POSITIVE DRAINAGE ACROSS THE JOB SITE. 5' S I D E W A L K 27 26 . 5 26 26 25 . 5 25 25 24.5 24.5 LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO 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 LO D LO D LO D LO D LO D LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D PS © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ I L M B P 3 - C G - 1 7 5 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 2 3 / 2 0 2 5 1 : 0 3 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: KEYMAP SHEET MUST BE PRINTED IN COLOR PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: X X X X XX X X X GATE FENC E 5' SI D E W A L K XX DN 1 2 3 4 FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 RJL WMM WMM EROSION AND SEDIMENT CONTROL PLAN DRAINAGE AREA MAPS (SHEET 4 OF 5) MA T C H L I N E S E E C G - 1 4 2 CG-178 SILT FENCE DRAINAGE AREA INLET SEDIMENT TRAP DRAINAGE AREA EXCAVATED INLET PROTECTION DRAINAGE AREA INLET PROTECTION DRAINAGE AREA LEGEND TS CE LOD SF PS IP IPEXC. # IST B LIMITS OF DISTURBANCE TEMPORARY SILT FENCE GRAVEL CONSTRUCTION ENTRANCE TEMPORARY SEEDING PERMANENT SEEDING FILTER SOCK INLET PROTECTION PROPOSED MINOR CONTOURS PROPOSED MAJOR CONTOURS EXISTING MINOR CONTOURS EXISTING MAJOR CONTOURS PROPOSED STORM PIPE EXISTING STORM PIPE EXCAVATED DROP INLET PROTECTION ROCK INLET SEDIMENT TRAP - TYPE B PROPOSED PAVEMENT NOTES 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022 AND JANUARY 12, 2024, SURVEY. b.PROPOSED DESIGN SURFACE FROM PHASE 1A AND 1B. 2.SHEET MUST BE PRINTED IN COLOR. 3.CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION ENTRANCES WHERE NOTED ON EROSION CONTROL PLANS. 4.CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING AND PROTECTING ALL KNOWN UTILITIES DURING CONSTRUCTION. 5.CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING EROSION CONTROL MEASURES AFTER RAIN EVENTS AND TAKE CORRECTIVE ACTIONS AS NEEDED. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR KEEPING THE RAINFALL LOG. 6.ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE AT THE END OF THIS PACKAGE UNLESS OTHERWISE DIRECTED BY THE RPR OR ENGINEER. 7.CONTRACTOR SHALL REGULARLY CHECK EROSION CONTROL MEASURES AS STATED IN THIS CONTRACT AND ENSURE POSITIVE DRAINAGE ACROSS THE JOB SITE. © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ I L M B P 3 - C G - 1 7 5 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 2 3 / 2 0 2 5 1 : 0 3 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: SHEET MUST BE PRINTED IN COLOR PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 RJL WMM WMM EROSION AND SEDIMENT CONTROL PLAN DRAINAGE AREA MAPS (SHEET 5 OF 5) CG-179 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 RESIDENT PROJECT REPRESENTATIVE (RPR) AND OWNER, THE CONTRACTOR SHALL RECEIVE ONE WARNING. IF FURTHER VIOLATIONS OF THE DUST CONTROL OCCUR, THE CONTRACTOR SHALL BE FINED $1,000.00 FOR EACH INDIVIDUAL INFRACTION IDENTIFIED BY THE RPR AND OWNER. THE RPR 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 AND BAHIA. MILLET AND BAHIA GRASSES ARE EXPRESSLY PROHIBITED FROM USE ANYWHERE ON THE PROJECT. ·PREPARATION FOR PRIMARY/PERMANENT STABILIZATION SHALL NOT BEGIN UNTIL ALL CONSTRUCTION AND UTILITY WORK WITHIN THE PREPARATION AREA IS COMPLETE. HOWEVER, IT MAY BY NECESSARY TO PREPARE FOR NURSE CROPS PRIOR TO COMPLETION OF CONSTRUCTION AND INSTALLATION OF UTILITIES. ·A NORTH CAROLINA DEPARTMENT OF AGRICULTURE SOILS TEST (OR EQUAL) SHALL BE OBTAINED FOR ALL AREAS TO BE SEEDED, SPRIGGED, SODDED OR PLANTED. RECOMMENDED FERTILIZER AND PH ADJUSTING PRODUCTS SHALL BE INCORPORATED INTO THE PREPARED 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 WITH 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. © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : c: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ I L M B P 3 - C G - 1 8 2 - 1 8 5 . d w g Pl o t t e d b y : Wi l l i a m M c N a m a r a Pl o t t e d o n : 6/ 1 9 / 2 0 2 5 2 : 4 5 P M AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 CG-182 EROSION AND SEDIMENT CONTROL DETAILS (SHEET 1 OF 4) RJL WMM WMM CG-183 SF © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : c: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ I L M B P 3 - C G - 1 8 2 - 1 8 5 . d w g Pl o t t e d b y : Wi l l i a m M c N a m a r a Pl o t t e d o n : 6/ 1 9 / 2 0 2 5 2 : 4 5 P M AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 EROSION AND SEDIMENT CONTROL DETAILS (SHEET 2 OF 4) RJL WMM WMM 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" MIN @ CENTER © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : c: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ I L M B P 3 - C G - 1 8 2 - 1 8 5 . d w g Pl o t t e d b y : Wi l l i a m M c N a m a r a Pl o t t e d o n : 6/ 1 9 / 2 0 2 5 2 : 4 5 P M AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 CG-184 EROSION AND SEDIMENT CONTROL DETAILS (SHEET 3 OF 4) RJL WMM WMM EXC. # © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : c: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ I L M B P 3 - C G - 1 8 2 - 1 8 5 . d w g Pl o t t e d b y : Wi l l i a m M c N a m a r a Pl o t t e d o n : 6/ 1 9 / 2 0 2 5 2 : 4 5 P M AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 EROSION AND SEDIMENT CONTROL DETAILS (SHEET 4 OF 4) RJL WMM WMM CG-185 X X X X X X 36" RCP X X X X X X X X X X X X X 27 53 + 28 00 + 29 00 + 30 00+ 31 00+ 32 00+ 33 00+ 34 00 + 35 00+ 36 33 55+ 34 00 + 35 00 + R33 3 . 0 0 ' R3 0 0 . 0 0 ' 12. 0 0 ' 12. 0 0 ' 29. 0 0 ' 2 9 . 0 0 ' CL AIRPORT BOULEVARD CL AIRPORT BOULEVARD 2 % 1 % E M E R G E N C Y A C C E S S R O A D AI R 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 1 % 2 % BEGIN ALIGNMENT CL AIRPORT BOULEVARD: STA 27+53.43 MATCH PHASE 1B ALIGNMENT PC : 2 9 + 1 8 . 9 1 PT: 2 7 + 7 6 . 0 2 P T : 3 3 + 1 1 . 0 5 BEGIN 2.5' CURB & GUTTER CL Airport Blvd 27+53.43, 14.50' R BEGIN 2.5' CURB & GUTTER CL AIRPORT BLVD STA: 27+53.91, 14.50' L BEGIN 2.5' CURB & GUTTER CL AIRPORT BLVD STA 34+84.10, 16.48' L END 2.5' CURB & GUTTER CL AIRPORT BLVD STA 33+55.22, 14.50' L BEGIN TAPER CL AIRPORT BLVD STA 36+06.48, 14.50' R END 2% CROSS SLOPE BEGIN CROSS SLOPE TRANSITION TO 1% CL AIRPORT BLVD STA 33+11.05 END CROSS SLOPE TRANSITION BEGIN 1% CROSS SLOPE CL AIRPORT BLVD STA 33+50.75 2 6 2 9 + 2 7 0 0 + 27 53 + CL AIRPORT BOULEVARD (PHASE 1B) BEGIN 2.5' CURB & GUTTER CL AIRPORT BLVD STA: 26+28.86, 14.50' L END 2.5' CURB & GUTTER CL AIRPORT BLVD STA: 26+98.61, 14.50' L C CP301 24 26 28 30 32 34 36 38 24 26 28 30 32 34 36 38 3.13 % 0.42% 150.00' VC LOW POINT STA = 29+90.00 LOW POINT ELEV = 26.62 K = 55.42 PVI STA = 30+65.00 PVI ELEV = 26.94 BV C S : 2 9 + 9 0 . 0 0 BV C E : 2 6 . 6 2 EV C S : 3 1 + 4 0 . 0 0 EV C E : 2 9 . 2 8 PV I S T A = 2 7 + 5 3 . 1 4 PV I E L E V = 2 5 . 6 3 27+00 25 . 2 5 25 . 8 3 28+00 25 . 8 2 26 . 0 4 26 . 2 1 26 . 2 5 29+00 25 . 7 6 26 . 4 6 25 . 2 0 26 . 6 8 30+00 24 . 8 8 27 . 2 0 25 . 5 2 28 . 1 8 31+00 24 . 9 6 29 . 6 0 24 . 9 0 31 . 1 6 32+00 24 . 8 1 32 . 7 2 25 . 6 6 34 . 2 9 33+00 26 . 8 0 35 . 8 5 33+50 PROPOSED GRADE: AIRPORT BOULEVARD EXISTING GROUND STA 27+53.43 CL AIRPORT BLVD MATCH PHASE 2 DESIGN PROPOSED PHASE 1B CONSTRUCTION © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ I L M B P 3 - C P - 1 0 0 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 1 8 / 2 0 2 5 5 : 5 6 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: SHEET MUST BE PRINTED IN COLOR PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 CP-100 KT JRL AIRPORT BOULEVARD PLAN AND PROFILE (SHEET 1 OF 4) M A T C H L I N E S T A 3 3 + 5 0 . 0 0 LEGEND NOTES ASPHALT PAVEMENT (A/CP303) ASPHALT PAVEMENT (B/CP303) PROPOSED COMBINATION INLET PROPOSED STORM DRAINAGE LINE EXISTING STORM DRAINAGE LINE PROPOSED PHASE 2 FEATURES PH1A AND PH1B CONSTRUCTION FEATURES EXISTING FEATURES 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022 AND JANUARY 12, 2024, SURVEY. b.LOT F IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. c.PH1A AND PH1B DEMO WORK MAY BE EXISTING, IN PROGRESS OF BEING DEMOLISHED, OR DEMOLISHED AT TIME OF BIDDING. NORTH CONCRETE PAVEMENT DIRECTION OF TRAVEL XX XX XX XX XX XX XX XX XX X X X X 34 00+35 00+36 00+37 00+38 00+39 00+40 00+41+ 33 55+34 00+ 35 00+ 36 00+37 00+38 00+39 00+40 00+41 00+ 10 . 0 0 ' 10 . 0 0 ' 14 . 0 0 ' 14 . 0 0 ' 29 . 0 0 ' 53 . 0 0 ' CL COMMERCIAL ROAD CL AIRPORT BOULEVARD 25 . 0 0 ' 1% 1% 0% AIRPORT BOULEVARD COMMERCIAL ROAD 0% 1% RETAINING WALL BEGIN 2.5' CURB & GUTTER CL AIRPORT BLVD STA 34+84.10, 16.48' L END 2.5' CURB & GUTTER CL AIRPORT BLVD STA 33+55.22, 14.50' L BEGIN TAPER CL AIRPORT BLVD STA 36+06.48, 14.50' R END TAPER CL AIRPORT BLVD STA 36+96.13, 40.50' R END 1% CROSS SLOPE BEGIN SLOPE TRANSITION CL AIRPORT BLVD STA 39+24.67 END CROSS SLOPE TRANSITION BEGIN 1% CROSS SLOPE CL AIRPORT BLVD STA 33+50.75 END 0% CROSS SLOPE BEGIN CROSS SLOPE TRANSITION CL AIRPORT BLVD STA 40+29.55 END CROSS SLOPE TRANSITION BEGIN 0% CROSS SLOPE CL AIRPORT BLVD STA 40+14.58 A CP301 B CP301 PROPOSED TUNNEL 30 32 34 36 38 40 42 44 30 32 34 36 38 40 42 44 0.35% 150.00' VC PVI STA = 35+30.00 PVI ELEV = 41.48 K = 54.03 HIGH POINT STA: 36+05.00 HIGH POINT ELEV: 41.74 BV C S : 3 4 + 5 5 . 0 0 BV C E : 3 9 . 1 3 EV C S : 3 6 + 0 5 . 0 0 EV C E : 4 1 . 7 4 PV I S T A = 4 0 + 2 2 . 1 4 PV I E L E V = 4 3 . 2 0 26 . 8 0 35 . 8 5 33+50 25 . 2 3 37 . 4 1 34+00 25 . 5 2 38 . 9 8 26 . 4 1 40 . 3 5 35+00 26 . 4 9 41 . 2 7 28 . 8 2 41 . 7 2 36+00 32 . 3 1 41 . 9 0 34 . 6 9 42 . 0 7 37+00 37 . 7 7 42 . 2 5 40 . 7 1 42 . 4 2 38+00 42 . 1 1 42 . 6 0 42 . 3 1 42 . 7 7 39+00 42 . 3 4 42 . 9 5 42 . 4 9 43 . 1 2 40+00 42 . 4 9 43 . 1 2 42 . 4 1 42 . 9 7 41+00 PROPOSED GRADE: AIRPORT BOULEVARD EXISTING GROUND PROPOSED 15" CLASS III RCP PIPE3.13 % -0.30% PROPOSED 6" PVC PIPEPROPOSED 6" PVC PIPE © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ I L M B P 3 - C P - 1 0 0 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 1 8 / 2 0 2 5 5 : 5 6 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: SHEET MUST BE PRINTED IN COLOR PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 CP-101 KT JRL AIRPORT BOULEVARD PLAN AND PROFILE (SHEET 2 OF 4) MA T C H L I N E S T A 3 3 + 5 0 . 0 0 MA T C H L I N E S T A 4 1 + 0 0 . 0 0 LEGEND NOTES ASPHALT PAVEMENT (B/CP303) PROPOSED COMBINATION INLET PROPOSED STORM DRAINAGE LINE EXISTING STORM DRAINAGE LINE PROPOSED PHASE 2 FEATURES PH1A AND PH1B CONSTRUCTION FEATURES EXISTING FEATURES 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022 AND JANUARY 12, 2024, SURVEY. b.LOT F IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. c.PH1A AND PH1B DEMO WORK MAY BE EXISTING, IN PROGRESS OF BEING DEMOLISHED, OR DEMOLISHED AT TIME OF BIDDING. N O R T H ASPHALT PAVEMENT (A/CP303) CONCRETE PAVEMENT DIRECTION OF TRAVEL 1 5 " R C P 24" R C P 30" R C P 24" R C P X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X FENCE 00+42 00+43 00+44 00+ 45 00+ 46 00+ 47 00 + 48 00 + 42 00+43 00+44 00+45 00+ 46 00+ 46 50 + R 2 5 0 . 0 0 ' 10 . 0 0 ' 10 . 0 0 ' 14 . 0 0 ' 14 . 0 0 ' 53 . 0 0 ' CL COMMERCIAL ROAD CL AIRPORT BOULEVARD 1% 2 % AIRPORT BOULEVARD AI R P O R T B O U L E V A R D COMMERCIAL ROAD 1% 2% 25 . 0 0 ' RETAINING WALL PC : 4 4 + 1 0 . 1 9 PCC: 47+ 5 6 . 0 6 END 2.5' CURB & GUTTER CL AIRPORT BLVD STA 45+16.45, 16.25' L BEGIN 2.5' CURB & GUTTER CL Airport Blvd 46+66.60, 14.50' L BEGIN TAPER CL AIRPORT BLVD STA 43+46.79, 40.50' R END TAPER CL AIRPORT BLVD STA 44+35.45, 14.50' R END 1% CROSS SLOPE BEGIN CROSS SLOPE TRANSITION CL AIRPORT BLVD STA 43+46.41 END 0% CROSS SLOPE BEGIN CROSS SLOPE TRANSITION CL AIRPORT BLVD STA 41+19.64 END CROSS SLOPE TRANSITION BEGIN 2% CROSS SLOPE CL AIRPORT BLVD STA 44+08.02 A R F F A C C E S S R O A D C CP 3 0 1 30 32 34 36 38 40 42 44 30 32 34 36 38 40 42 44 -0.30% -2. 8 4 % 150.00' VC LOW POINT STA = 47+03.26 LOW POINT ELEV = 33.35 K = 62.90 PVI STA = 46+28.26 PVI ELEV = 33.69 BV C S : 4 5 + 5 3 . 2 6 BV C E : 3 5 . 8 2 EV C S : 4 7 + 0 3 . 2 6 EV C E : 3 3 . 3 5 150.00' VC PVI STA = 43+25.00 PVI ELEV = 42.29 K = 59.15 HIGH POINT ELEV: 42.52 BV C S : 4 2 + 5 0 . 0 0 BV C E : 4 2 . 5 2 EV C S : 4 4 + 0 0 . 0 0 EV C E : 4 0 . 1 6 42 . 4 1 42 . 9 7 41+00 42 . 2 7 42 . 8 2 42 . 3 0 42 . 6 7 42+00 42 . 0 1 42 . 5 2 41 . 0 7 42 . 1 6 43+00 39 . 7 1 41 . 3 7 38 . 5 7 40 . 1 6 44+00 37 . 3 9 38 . 7 5 35 . 9 2 37 . 3 3 45+00 35 . 0 8 35 . 9 1 33 . 4 0 34 . 6 7 46+00 32 . 9 1 33 . 8 2 32 . 5 8 33 . 3 7 47+00 31 . 7 8 33 . 1 4 47+50 PROPOSED 15" CLASS III RCP PIPE PROPOSED GRADE: AIRPORT BOULEVARD EXISTING GROUND © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ I L M B P 3 - C P - 1 0 0 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 1 8 / 2 0 2 5 5 : 5 6 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: SHEET MUST BE PRINTED IN COLOR PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 CP-102 KT JRL AIRPORT BOULEVARD PLAN AND PROFILE (SHEET 3 OF 4) MA T C H L I N E S T A 4 1 + 0 0 . 0 0 MATC H L I N E S T A 4 7 + 5 0 . 0 0 LEGEND NOTES ASPHALT PAVEMENT (B/CP303) PROPOSED COMBINATION INLET PROPOSED STORM DRAINAGE LINE EXISTING STORM DRAINAGE LINE PROPOSED PHASE 2 FEATURES PH1A AND PH1B CONSTRUCTION FEATURES EXISTING FEATURES 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022 AND JANUARY 12, 2024, SURVEY. b.LOT F IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. c.PH1A AND PH1B DEMO WORK MAY BE EXISTING, IN PROGRESS OF BEING DEMOLISHED, OR DEMOLISHED AT TIME OF BIDDING. N O R T H ASPHALT PAVEMENT (A/CP303) CONCRETE PAVEMENT DIRECTION OF TRAVEL XX X X X X X X 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 XXX X XX X X X X X X X X X X X X X X 48 00+ 49 00+50 00+ 2%AIRPORT BOULEVARD CL AIRPORT BOULEVARD PC C : 4 7 + 5 6 . 0 6 END 2.5' CURB & GUTTER TIE INTO EXISTING CURB & GUTTER CL AIRPORT BOULEVARD STA 49+50.67, 14.50' R END 2.5' CURB & GUTTER CL AIRPORT BOULEVARD STA 49+50.50, 14.50' L CL AIRPORT BOULEVARD STA 49+50.68 END PAVEMENT. TIE INTO PHASE 1B STUBOUT BEGIN 2.5' CURB & GUTTER CL Airport Blvd 46+66.60, 14.50' L ARFF A C C E S S R O A D 51 00+ 52 00+ 52 44+ BEGIN TAPER CL AIRPORT BOULEVARD STA 51+42.38, 24.00' L END TAPER CL AIRPORT BOULEVARD STA 52+44.42, 12.00' L END ALIGNMENT CL AIRPORT BOULEVARD STA 52+44.42 C CP301 30 32 34 36 38 40 42 44 30 32 34 36 38 40 42 44 -0.45% PV I S T A = 4 9 + 5 0 . 6 8 PV I E L E V = 3 2 . 2 4 31 . 7 8 33 . 1 4 47+50 31 . 4 5 32 . 9 2 48+00 31 . 4 8 32 . 6 9 31 . 0 9 32 . 4 7 49+00 32 . 2 2 32 . 2 4 32 . 0 2 50+00 31 . 7 9 51+00 EXISTING GROUND PROPOSED GRADE: AIRPORT BOULEVARD © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ I L M B P 3 - C P - 1 0 0 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 1 8 / 2 0 2 5 5 : 5 6 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: SHEET MUST BE PRINTED IN COLOR PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 MA T C H L I N E S T A 4 7 + 5 0 . 0 0 CP-103 KT JRL AIRPORT BOULEVARD PLAN AND PROFILE (SHEET 4 OF 4) LEGEND NOTES ASPHALT PAVEMENT (B/CP303) PROPOSED COMBINATION INLET PROPOSED STORM DRAINAGE LINE EXISTING STORM DRAINAGE LINE PROPOSED PHASE 2 FEATURES PH1A AND PH1B CONSTRUCTION FEATURES EXISTING FEATURES 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022 AND JANUARY 12, 2024, SURVEY. b.LOT F IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. c.PH1A AND PH1B DEMO WORK MAY BE EXISTING, IN PROGRESS OF BEING DEMOLISHED, OR DEMOLISHED AT TIME OF BIDDING. NO R T H ASPHALT PAVEMENT (A/CP303) CONCRETE PAVEMENT DIRECTION OF TRAVEL X X X X XX XX XX XX XX XX XX XX XX CL COMMERCIAL ROAD CL AIRPORT BOULEVARD BEGIN 2.5' CURB & GUTTER CL COMMERCIAL ROAD 34+82.30, 18.48' R END 2.5' CURB & GUTTER CL COMMERCIAL ROAD 39+56.83, 26.33' L BEGIN 2.5' CURB & GUTTER CL COMMERCIAL ROAD 39+77.83, 26.33' L BEGIN 2.5' CURB & GUTTER CL COMMERCIAL ROAD STA 33+55.22, 14.50' L BEGIN TAPER CL COMMERCIAL ROAD STA 36+15.62, 14.50' R END TAPER CL COMMERCIAL ROAD STA 37+06.33, 14.50' R COMMERCIAL ROAD AIRPORT BOULEVARD BEGIN ALIGNMENT CL COMMERCIAL ROAD: STA 33+55.22 = CL AIRPORT BOULEVARD STA 33+55.22 P C : 3 5 + 1 3 . 9 4 PT : 3 5 + 6 1 . 0 0 P T : 3 4 + 4 7 . 2 4 R 2 1 9 . 0 0 ' R1 1 2 . 0 0 ' 29 . 0 0 ' 33 00+34 00+35 00+36 00+37 00+38 00+39 00+40 00+ 33 55+34 00+ 35 00+ 36 00+37 00+38 00+39 00+40 00+41+ 2 8 . 0 0 ' 14 . 0 0 ' 12 . 0 0 ' R 1 4 . 0 0 ' A CP301 B CP301PROPOSED TUNNEL 12 . 0 0 ' 32 34 36 38 40 42 44 46 32 34 36 38 40 42 44 46 2.93 % 0.43% 0.35% 0.75%-0.70% 50.00' VC LOW POINT STA = 39+09.50 LOW POINT ELEV = 42.64 K = 125.56 PVI STA = 39+34.50 PVI ELEV = 42.72 BV C S : 3 9 + 0 9 . 5 0 BV C E : 4 2 . 6 4 EV C S : 3 9 + 5 9 . 5 0 EV C E : 4 2 . 9 1 100.00' VC PVI STA = 35+31.40 PVI ELEV = 41.18 K = 39.97 HIGH POINT STA: 35+81.40 HIGH POINT ELEV: 41.39 BV C S : 3 4 + 8 1 . 4 0 BV C E : 3 9 . 7 1 EV C S : 3 5 + 8 1 . 4 0 EV C E : 4 1 . 3 9 30.00' VC PVI STA = 40+32.00 PVI ELEV = 43.45 K = 20.74 HIGH POINT STA: 40+32.52 HIGH POINT ELEV: 43.40 BV C S : 4 0 + 1 7 . 0 0 BV C E : 4 3 . 3 4 EV C S : 4 0 + 4 7 . 0 0 EV C E : 4 3 . 3 5 PV I S T A = 3 3 + 5 5 . 2 2 PV I E L E V = 3 6 . 0 1 PV I S T A = 3 7 + 0 6 . 3 6 PV I E L E V = 4 1 . 9 3 33+00 24 . 9 6 37 . 3 3 34+00 25 . 0 3 38 . 7 9 26 . 9 4 40 . 2 1 35+00 26 . 8 3 41 . 1 3 29 . 2 6 41 . 4 7 36+00 31 . 1 4 41 . 6 8 32 . 2 1 41 . 9 0 37+00 40 . 6 3 42 . 0 8 40 . 0 7 42 . 2 5 38+00 41 . 0 0 42 . 4 3 39 . 1 6 42 . 6 0 39+00 38 . 6 3 42 . 8 4 39 . 0 3 43 . 2 1 40+00 38 . 2 6 43 . 3 3 39 . 0 3 42 . 9 8 41+00 EXISTING GROUND PROPOSED GRADE: COMMERCIAL ROAD PROPOSED 15" CLASS III RCP PIPE PROPOSED 15" CLASS III RCP PIPE © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ I L M B P 3 - C P - 1 1 0 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 1 8 / 2 0 2 5 1 1 : 0 0 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: SHEET MUST BE PRINTED IN COLOR PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 CP-110 KT JRL COMMERCIAL ROAD PLAN AND PROFILE (SHEET 1 OF 2) NOTES MA T C H L I N E S T A 4 1 + 0 0 . 0 0 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022 AND JANUARY 12, 2024, SURVEY. b.LOT F IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. c.PH1A AND PH1B DEMO WORK MAY BE EXISTING, IN PROGRESS OF BEING DEMOLISHED, OR DEMOLISHED AT TIME OF BIDDING. N O R T H LEGEND ASPHALT PAVEMENT (B/CP303) PROPOSED COMBINATION INLET PROPOSED STORM DRAINAGE LINE EXISTING STORM DRAINAGE LINE PROPOSED PHASE 2 FEATURES PH1A AND PH1B CONSTRUCTION FEATURES EXISTING FEATURES ASPHALT PAVEMENT (A/CP303) CONCRETE PAVEMENT DIRECTION OF TRAVEL X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X FENCE 1 5 " R C P 24" R C P 30" R C P 24" R C P CL COMMERCIAL ROAD CL AIRPORT BOULEVARD END 2.5' CURB & GUTTER CL COMMERCIAL ROAD 45+11.56, 19.80' R END 2.5' CURB & GUTTER CL COMMERCIAL ROAD 46+48.31, 2.50' L BEGIN TAPER CL COMMERCIAL ROAD STA 42+30.19, 14.50' R END TAPER CL COMMERCIAL ROAD STA 42+50.66, 14.50' R COMMERCIAL ROAD AIRPORT BOULEVARD EP : 4 6 + 5 0 . 4 8 PC : 4 4 + 9 7 . 4 0 R 1 4 8 . 0 0 ' 41 00+42 00+43 00+44 00+ 45 00+ 46 00+ 47 00 + 48 00 + 00+42 00+43 00+44 00+45 00+ 46 00+ 46 50 + 14 . 0 0 ' 12 . 0 0 ' 32 34 36 38 40 42 44 46 32 34 36 38 40 42 44 46 -0.30% -0.72% -3 . 3 3 % -1.39 % 50.00' VC LOW POINT STA = 41+54.35 LOW POINT ELEV = 42.70 K = 125.95 PVI STA = 41+29.35 PVI ELEV = 42.77 BV C S : 4 1 + 0 4 . 3 5 BV C E : 4 2 . 9 5 EV C S : 4 1 + 5 4 . 3 5 EV C E : 4 2 . 7 0 100.00' VC LOW POINT STA = 46+07.32 LOW POINT ELEV = 33.99 K = 51.54 PVI STA = 45+57.32 PVI ELEV = 34.68 BV C S : 4 5 + 0 7 . 3 2 BV C E : 3 6 . 3 4 EV C S : 4 6 + 0 7 . 3 2 EV C E : 3 3 . 9 9 75.00' VC PVI STA = 43+43.68 PVI ELEV = 41.79 K = 28.82 HIGH POINT STA: 43+06.18 HIGH POINT ELEV: 42.06 BV C S : 4 3 + 0 6 . 1 8 BV C E : 4 2 . 0 6 EV C S : 4 3 + 8 1 . 1 8 EV C E : 4 0 . 5 4 PV I S T A = 4 2 + 6 2 . 3 6 PV I E L E V = 4 2 . 3 7 PV I S T A = 4 6 + 5 0 . 4 8 PV I E L E V = 3 3 . 3 9 39 . 0 3 42 . 9 8 41+00 39 . 0 6 42 . 7 1 41 . 0 4 42 . 5 6 42+00 40 . 5 6 42 . 4 1 40 . 5 4 42 . 1 0 43+00 39 . 2 7 41 . 4 1 39 . 2 5 39 . 9 1 44+00 37 . 9 4 38 . 2 5 36 . 7 7 36 . 5 9 45+00 34 . 9 3 35 . 1 0 33 . 6 5 34 . 1 0 46+00 33 . 7 0 33 . 4 0 47+00 EXISTING GROUND PROPOSED GRADE: COMMERCIAL ROAD PROPOSED 15" CLASS III RCP PIPE PROPOSED 15" CLASS III RCP PIPE © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ I L M B P 3 - C P - 1 1 0 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 1 8 / 2 0 2 5 1 1 : 0 0 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: SHEET MUST BE PRINTED IN COLOR PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 CP-111 KT JRL COMMERCIAL ROAD PLAN AND PROFILE (SHEET 2 OF 2) MA T C H L I N E S T A 4 1 + 0 0 . 0 0 NOTES 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022 AND JANUARY 12, 2024, SURVEY. b.LOT F IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. c.PH1A AND PH1B DEMO WORK MAY BE EXISTING, IN PROGRESS OF BEING DEMOLISHED, OR DEMOLISHED AT TIME OF BIDDING. N O R T H LEGEND ASPHALT PAVEMENT (B/CP303) PROPOSED COMBINATION INLET PROPOSED STORM DRAINAGE LINE EXISTING STORM DRAINAGE LINE PROPOSED PHASE 2 FEATURES PH1A AND PH1B CONSTRUCTION FEATURES EXISTING FEATURES ASPHALT PAVEMENT (A/CP303) CONCRETE PAVEMENT DIRECTION OF TRAVEL X X X X X X X X X X X X X X X X X X X X X X X XXXXXXX 18" RCP 15" R C P 15 " R C P 15 " R C P TE M P 1 5 " H D P E TE M P 1 5 " H D P E AIRPORT BOULEVARD COMMERCIAL ROAD 31 00 + 32 00+ 33 00+34 00+ 35 00+36 00+37 00+38 00+38 24+ END ALIGNMENT CL EMERGENCY ACCESS ROAD STA: 38+24.43 PC : 3 3 + 9 4 . 6 5 PC : 3 5 + 0 5 . 8 2 PT : 3 2 + 7 0 . 8 9 PT : 3 4 + 2 9 . 5 3 PT : 3 5 + 3 9 . 8 5 CL EMERGENCY ACCESS ROAD BEGIN ALIGNMENT CL EMERGENCY ACCESS ROAD MATCH ALIGNMENT FROM PHASE 1A CONSTRUCTION END PAVEMENT CL EMERGENCY ACCESS ROAD 36+86.43 BEGIN PAVEMENT CL EMERGENCY ACCESS ROAD STA32+15.00, 22.00' L RETAINING WALL INFLECTION POINT CL EMERGENCY ACCESS ROAD STA 33+15.03, 82.00' L RETAINING WALL INFLECTION POINT CL EMERGENCY ACCESS ROAD STA 33+95.15, 82.00' L END RETAINING WALL CL EMERGENCY ACCESS ROAD STA 38+24.43, 27.00' L BEGIN RETAINING WALL CL EMERGENCY ACCESS ROAD STA 32+60.16, 51.43' L RETAINING WALL INFLECTION POINT CL EMERGENCY ACCESS ROAD STA 34+38.98, 57.61' L RETAINING WALL INFLECTION POINT CL EMERGENCY ACCESS ROAD STA 37+51.94, 47.68' L RETAINING WALL INFLECTION POINT CL EMERGENCY ACCESS ROAD STA 37+51.87, 27.00' L R3 3 3 . 0 0 ' R3 6 6 . 3 3 ' 24 . 0 0 ' MATCH EXISTING PAVEMENT BEGIN PAVEMENT CL EMERGENCY ACCESS ROAD STA34+01.39 12 . 0 0 ' 12 . 0 0 ' PROPOSED GRADE: EMERGENCY ACCESS ROAD EXISTING GROUND 20 22 24 26 28 30 32 34 20 22 24 26 28 30 32 34 25 . 1 0 31+00 25 . 2 0 25 . 2 9 32+00 25 . 3 8 25 . 4 7 33+00 25 . 5 6 25 . 6 5 34+00 25 . 7 8 25 . 7 4 25 . 8 9 25 . 8 3 35+00 25 . 5 9 25 . 9 3 26 . 0 1 26 . 0 2 36+00 26 . 4 2 26 . 4 1 37+00 38+00 0.19% 1.85% 50.00' VC LOW POINT STA = 36+07.75 LOW POINT ELEV = 26.04 K = 30.16 PVI STA = 36+32.75 PVI ELEV = 26.08 BV C S : 3 6 + 0 7 . 7 5 BV C E : 2 6 . 0 4 EV C S : 3 6 + 5 7 . 7 5 EV C E : 2 6 . 5 4 PV I S T A = 3 4 + 0 1 . 3 9 PV I E L E V = 2 5 . 6 5 PV I S T A = 3 6 + 8 6 . 4 3 PV I E L E V = 2 7 . 0 7 © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ I L M B P 3 - C P - 1 2 0 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 1 8 / 2 0 2 5 1 1 : 0 4 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: SHEET MUST BE PRINTED IN COLOR PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 CP-120 KT JRL EMERGENCY ACCESS ROAD PLAN AND PROFILE (SHEET 1 OF 1) NOTES 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022 AND JANUARY 12, 2024, SURVEY. b.LOT F IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. c.PH1A AND PH1B DEMO WORK MAY BE EXISTING, IN PROGRESS OF BEING DEMOLISHED, OR DEMOLISHED AT TIME OF BIDDING. LEGEND ASPHALT PAVEMENT (B/CP303) PROPOSED COMBINATION INLET PROPOSED STORM DRAINAGE LINE EXISTING STORM DRAINAGE LINE PROPOSED PHASE 2 FEATURES PH1A AND PH1B CONSTRUCTION FEATURES EXISTING FEATURES ASPHALT PAVEMENT (A/CP303) CONCRETE PAVEMENT DIRECTION OF TRAVEL SCALE: AIRPORT BOULEVARD STA 33+50.75 TO STA 39+69.97 NTS A CP-301 SCALE: AIRPORT BOULEVARD STA 39+69.97 TO STA 46+66.60 NTS B CP-301 SCALE: AIRPORT BOULEVARD STA 27+53.43 TO STA 33+50.75 AND STA 46+66.60 TO STA 49+50.68 NTS C CP-301 TYPICAL SECTION A NOTE: TYPICAL SECTION TRANSITION OCCURS FROM SECTION C TO SECTION A BETWEEN STA: 33+50.75 TO STA 36+08.48. TYPICAL SECTION B NOTE: TYPICAL SECTION TRANSITION OCCURS FROM SECTION B TO SECTION C BETWEEN STA 43+46.79 TO STA 46+66.60. © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ I L M B P 3 - C P - 3 0 3 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 1 8 / 2 0 2 5 1 1 : 1 3 P M AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 CP-301 KT JRL PROPOSED TYPICAL SECTIONS SCALE: PROPOSED ROADS AND CONNECTIONS NTS A CP-303 TYPICAL SECTION A NOTE: TYPICAL SECTION APPLIES TO THE FOLLOWING: AIRPORT BOULEVARD, AIRPORT BOULEVARD CONNECTORS AND GARAGE / RENTAL CAR ENTRY AND EXIT ROADS LC SCALE: PROPOSED PARKING LOTS NTS B CP-303 TYPICAL SECTION B NOTE: TYPICAL SECTION APPLIES TO THE FOLLOWING: LONG TERM PARKING LOT AND PREMIUM LOT LC SCALE: PARKING LOT ENTRY/EXIT PLAZAS NTS D CP-303 LC SECTION E NOTES: 1.EXPANSION JOINT MATERIAL TO COMPLY WITH CURRENT NCDOT STANDARDS, 2024 EDITION. 2.CONCRETE FOR SIDEWALKS SHALL MEET NCDOT STANDARDS, 2024 EDITION SECTION 848. 3.MINIMUM GRADE FOR DRAINAGE IS 1% IN AT LEAST 1 DIRECTION UNLESS OTHERWISE NOTED. 4.EXISTING IN-SITU MATERIAL MAY BE USED IN PLACE OF 4" AGGREGATE BASE COURSE IF IT MEETS THE FOLLOWING CRITERIA: a.CBR OF 10 OR GREATER. CONTRACTOR SHALL PROVIDE TEST RESULTS TO THE ENGINEER FOR REVIEW AND APPROVAL. b.MEET REQUIREMENTS PER OCTOBER 19, 2023 GEOTECHNICAL REPORT RELATED TO FILL PLACEMENT AND COMPACTION. 5.SIDEWALK SECTION DESIGN IS ASSUMING THAT THE SIDEWALK IS TO BE USED FOR PEDESTRIANS ONLY. SCALE: PROPOSED 4" THICK CONCRETE SIDEWALK SECTION NTS E CP-303 TYPICAL SECTION E NOTE: TYPICAL SECTION APPLIES TO THE FOLLOWING: PARKING LOT SIDEWALKS, SHUTTLE DROP-OFF PLAZA, PARKING LOT WALKWAY CANOPY, TERMINAL CURBFRONT, COMMERCIAL CURBFRONT, FLAGPOLE AREA. COMPACTED SUBGRADE PER OCTOBER 19, 2023 GEOTECHNICAL REPORT * PROPOSED 6" AGGREGATE BASE COURSE (ABC), NCDOT 520 PROPOSED 2.5" ASPHALT, TYPE I19.0C PROPOSED 1.5" ASPHALT, TYPE S9.5C PROPOSED TACK COAT, NCDOT 605 COMPACTED SUBGRADE PER OCTOBER 19, 2023 GEOTECHNICAL REPORT * PROPOSED 6" AGGREGATE BASE COURSE (ABC), NCDOT 520 PROPOSED 1.5" ASPHALT, TYPE S9.5C PROPOSED 1.5" ASPHALT, TYPE S9.5C PROPOSED TACK COAT, NCDOT 605 PROPOSED PRIME COAT, NCDOT 600 PROPOSED PRIME COAT, NCDOT 600 COMPACTED SUBGRADE PER OCTOBER 19, 2023 GEOTECHNICAL REPORT * PROPOSED 6" AGGREGATE BASE COURSE (ABC), NCDOT 520 PROPOSED 5" PORTLAND CEMENT CONCRETE PAVEMENT, NCDOT 710 PROPOSED 4" CONCRETE SIDEWALK, NCDOT 848 4" AGGREGATE BASE COURSE (ABC), NCDOT 520. REFER TO NOTE 4 FOR REQUIREMENTS. COMPACTED SUBGRADE PER OCTOBER 19, 2023 GEOTECHNICAL REPORT * SCALE: EMERGENCY ACCESS ROAD NTS C CP-303 TYPICAL SECTION C NOTE: TYPICAL SECTION APPLIES TO THE FOLLOWING: EMERGENCY ACCESS ROAD TURNAROUND PAVEMENT, PARKING GARAGE EAST SIDE ACCESS AREA LC COMPACTED SUBGRADE PER OCTOBER 19, 2023 GEOTECHNICAL REPORT * PROPOSED 6" AGGREGATE BASE COURSE (ABC), NCDOT 520 PROPOSED 6" PORTLAND CEMENT CONCRETE PAVEMENT © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ I L M B P 3 - C P - 3 0 3 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 2 3 / 2 0 2 5 4 : 2 5 P M AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 CP-303 JB JB PROPOSED PAVEMENT SECTIONS X X X X X X X X X X X X X X X X X X X 27 53 + 28 00 + 29 00 + 30 00+ 31 00+ 32 00+ 33 00+ 34 00 + 35 00+ 36 BEGIN ALIGNMENT CL AIRPORT BOULEVARD: STA 27+53.43 MATCH PHASE 1B ALIGNMENT AND MARKINGS PC : 2 9 + 1 8 . 9 1 PT: 2 7 + 7 6 . 0 2 P T : 3 3 + 1 1 . 0 5 33 55+ 34 00 + 35 00 + R33 3 . 0 0 ' R3 0 0 . 0 0 ' 12. 0 0 ' 12. 0 0 ' 29 . 0 0 ' 2 9 . 0 0 ' BEGIN MARKING A CL Airport Blvd: STA 27+53.43, 0.00' END MARKING E BEGIN MARKING C CL Airport Blvd: STA 34+63.10, 12.00' L BEGIN MARKING E MARKING INFLECTION POINT CL Airport Blvd: STA 33+50.75, 12.00' L A C END MARKING C CL Airport Blvd: STA 34+85.31, 12.00' L AI R P O R T B O U L E V A R D E CL AIRPORT BOULEVARD CL AIRPORT BOULEVARD X X X X XX XX XX XX XX XX XX XX XX 34 00+35 00+36 00+37 00+38 00+39 00+40 00+41+ 33 55+34 00+ 35 00+ 36 00+37 00+38 00+39 00+40 00+41 00+ 10 . 0 0 ' 10 . 0 0 ' 14 . 0 0 ' 14 . 0 0 ' 29 . 0 0 ' 53 . 0 0 ' BEGIN MARKING A CL Airport Blvd: STA 36+96.48, 10.00' R BEGIN MARKING A CL Airport Blvd: STA 36+96.48, 24.00' R END MARKING E BEGIN MARKING C CL Airport Blvd: STA 34+63.10, 12.00' L BEGIN MARKING E MARKING INFLECTION POINT CL Airport Blvd: STA 33+50.75, 12.00' L C A END MARKING C CL Airport Blvd: STA 34+85.31, 12.00' L AIRPORT BOULEVARD COMMERCIAL ROAD E CL COMMERCIAL ROAD CL AIRPORT BOULEVARD RAISED CROSSWALK (SEE DETAIL 1 ON CP-563) RAISED CROSSWALK (SEE DETAIL 1 ON CP-563) © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ I L M B P 3 - C P - 5 0 0 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 1 8 / 2 0 2 5 1 1 : 1 9 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: SHEET MUST BE PRINTED IN COLOR PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 CP-500 KT JRL AIRPORT BOULEVARD MARKING PLAN (SHEET 1 OF 2) M A T C H L I N E S T A 3 3 + 5 0 . 0 0 LEGEND NOTES 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022 AND JANUARY 12, 2024, SURVEY. b.LOT F IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. c.PH1A AND PH1B DEMO WORK MAY BE EXISTING, IN PROGRESS OF BEING DEMOLISHED, OR DEMOLISHED AT TIME OF BIDDING. 2.REFER TO NCDOT STANDARD 1205.01 AND 1205.03 FOR PAVEMENT MARKING DETAILS 3.ALL ROADWAY PAVEMENT MARKINGS SHALL BE PERMANENT THERMOPLASTIC AS PER NCDOT SPECIFICATIONS. MA T C H L I N E S T A 3 3 + 5 0 . 0 0 MA T C H L I N E S T A 4 1 + 0 0 . 0 0 A B 6" 10'-30'/SP SKIP LINE (W) 6" EDGE LINE (W) E 6" 3'-9'/SP MINI-SKIP LINE (W) PROPOSED PHASE 2 FEATURES PH1A AND PH1B CONSTRUCTION FEATURES EXISTING FEATURES 6" EDGE LINE (Y) 12" GORE LINE (W)C D NORTH N O R T H DIRECTION OF TRAVEL X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X FENCE 00+42 00+43 00+44 00+ 45 00+ 46 00+ 47 00 + 48 00 + PC : 4 4 + 1 0 . 1 9 PCC: 47+ 5 6 . 0 6 42 00+43 00+44 00+45 00+ 46 00+ 46 50 + R 2 5 0 . 0 0 ' 10 . 0 0 ' 10 . 0 0 ' 14 . 0 0 ' 14 . 0 0 ' 53 . 0 0 ' END MARKING C BEGIN MARKING E CL Airport Blvd: STA 45+61.99, 12.00' L BEGIN MARKING C CL Airport Blvd: STA 45+11.16, 12.00' L END MARKING A CL Airport Blvd: STA 43+46.42, 10.00' R END MARKING A CL Airport Blvd: STA 43+46.38, 24.00' R C A AIRPORT BOULEVARD COMMERCIAL ROAD AI R P O R T B O U L E V A R D END MARKING E CL Airport Blvd: STA 46+68.77, 12.00' L E A CL COMMERCIAL ROAD CL AIRPORT BOULEVARD RAISED CROSSWALK (SEE DETAIL 1 ON CP-563) X X X X X X X X X X X X X X X X X X X X X X X X X XXXXX X X X X X X X X X X X X X X X XX X X X X X X XX XX XX XX XX XX XX XX XX XX XX XX 48 00+ 49 00+50 00+ CL AIRPORT BOULEVARD PC C : 4 7 + 5 6 . 0 6 END MARKING A CL Airport Blvd: STA 50+82.50 AIRPORT BOULEVARD END MARKING E CL Airport Blvd: STA 46+68.77, 12.00' L A B E BEGIN MARKING B CL Airport Blvd: STA 49+50.68, 12.00' L END MARKING B BEGIN MARKING E CL Airport Blvd: STA 50+03.73, 12.00' L 51 00+ 52 00+ 52 44+ END MARKING E CL AIRPORT BOULEVARD STA: 52+44.41, 12.00' L © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ I L M B P 3 - C P - 5 0 0 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 1 8 / 2 0 2 5 1 1 : 1 9 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: SHEET MUST BE PRINTED IN COLOR PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 CP-501 KT JRL AIRPORT BOULEVARD MARKING PLAN (SHEET 2 OF 2) MA T C H L I N E S T A 4 1 + 0 0 . 0 0 MATC H L I N E S T A 4 7 + 5 0 . 0 0 LEGEND NOTES 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022 AND JANUARY 12, 2024, SURVEY. b.LOT F IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. c.PH1A AND PH1B DEMO WORK MAY BE EXISTING, IN PROGRESS OF BEING DEMOLISHED, OR DEMOLISHED AT TIME OF BIDDING. 2.REFER TO NCDOT STANDARD 1205.01 AND 1205.03 FOR PAVEMENT MARKING DETAILS 3.ALL ROADWAY PAVEMENT MARKINGS SHALL BE PERMANENT THERMOPLASTIC AS PER NCDOT SPECIFICATIONS. MA T C H L I N E S T A 4 7 + 5 0 . 0 0 A B 6" 10'-30'/SP SKIP LINE (W) 6" EDGE LINE (W) E 6" 3'-9'/SP MINI-SKIP LINE (W) PROPOSED PHASE 2 FEATURES PH1A AND PH1B CONSTRUCTION FEATURES EXISTING FEATURES 6" EDGE LINE (Y) 12" GORE LINE (W)C D N O R T H NO R T H DIRECTION OF TRAVEL XX XX XX XX XX XX XX XX XX X X X X 29 . 0 0 ' 00 34 00+35 00+36 00+37 00+38 00+39 00+40 00+ 33 55+34 00+ 35 00+ 36 00+37 00+38 00+39 00+40 00+41+ BEGIN ALIGNMENT CL COMMERCIAL ROAD: STA 33+55.22 = CL AIRPORT BOULEVARD STA 33+55.22 P C : 3 5 + 1 3 . 9 4 PT : 3 5 + 6 1 . 0 0 P T : 3 4 + 4 7 . 2 4 R 2 1 9 . 0 0 ' R 1 1 2 . 0 0 ' 2 8 . 0 0 ' 14 . 0 0 ' 12 . 0 0 ' 12 . 0 0 ' CL COMMERCIAL ROAD CL AIRPORT BOULEVARD END MARKING C CL COMMERCIAL ROAD: STA 34+86.76, 14.00' R END MARKING A CL COMMERCIAL ROAD: STA 39+74.20, 0.00' BEGIN MARKING C CL COMMERCIAL ROAD: STA 34+61.29, 14.00' R BEGIN MARKING E CL COMMERCIAL ROAD: STA 36+16.00, 12.00' R C A END MARKING E BEGIN MARKING A CL COMMERCIAL ROAD: STA 37+06.38, 12.00' R BEGIN MARKING A MARKING INFLECTION POINT CL COMMERCIAL ROAD: STA35+77.12 COMMERCIAL ROAD AIRPORT BOULEVARD E RAISED CROSSWALK (SEE DETAIL 1 ON CP-563) X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X FENCE 41 00+42 00+43 00+44 00+ 45 00+ 46 00+ 47 00 + 48 00 + 00+42 00+43 00+44 00+45 00+ 46 00+ 46 50 + EP : 4 6 + 5 0 . 4 8 PC : 4 4 + 9 7 . 4 0 R 1 4 8 . 0 0 ' 14 . 0 0 ' 12 . 0 0 ' CL COMMERCIAL ROAD CL AIRPORT BOULEVARD END MARKING A BEGIN MARKING B CL COMMERCIAL ROAD: STA42+32.44, 12.00' R END MARKING C CL COMMERCIAL ROAD: STA45+52.25, 12.00' R END MARKING B BEGIN MARKING C CL COMMERCIAL ROAD: STA 44+95.23, 12.00' R C B COMMERCIAL ROAD AIRPORT BOULEVARD AI R P O R T B O U L E V A R D © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ I L M B P 3 - C P - 5 1 0 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 1 8 / 2 0 2 5 1 1 : 2 0 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: SHEET MUST BE PRINTED IN COLOR PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 CP-510 KT JRL COMMERCIAL ROAD MARKING PLAN (SHEET 1 OF 1) LEGEND NOTES MA T C H L I N E S T A 4 1 + 0 0 . 0 0 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022 AND JANUARY 12, 2024, SURVEY. b.LOT F IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. c.PH1A AND PH1B DEMO WORK MAY BE EXISTING, IN PROGRESS OF BEING DEMOLISHED, OR DEMOLISHED AT TIME OF BIDDING. 2.REFER TO NCDOT STANDARD 1205.01 AND 1205.03 FOR PAVEMENT MARKING DETAILS 3.ALL ROADWAY PAVEMENT MARKINGS SHALL BE PERMANENT THERMOPLASTIC AS PER NCDOT SPECIFICATIONS. MA T C H L I N E S T A 4 1 + 0 0 . 0 0 A B 6" 10'-30'/SP SKIP LINE (W) 6" EDGE LINE (W) E 6" 3'-9'/SP MINI-SKIP LINE (W) PROPOSED PHASE 2 FEATURES PH1A AND PH1B CONSTRUCTION FEATURES EXISTING FEATURES 6" EDGE LINE (Y) 12" GORE LINE (W)C D N O R T H N O R T H DIRECTION OF TRAVEL X X X X X X X X X X X X X X X X X X X X X X X XXXXXXX 18 " R C P 18" RCP 15" R C P 15 " R C P 15 " R C P TE M P 1 5 " H D P E TE M P 1 5 " H D P E AIRPORT BOULEVARD COMMERCIAL ROAD 31 00 + 32 00+ 33 00+34 00+ 35 00+36 00+37 00+38 00+38 24+ CL EMERGENCY ACCESS ROAD END MARKING C CL EMERGENCY ACCESS ROAD STA 36+86.43 END MARKING B CL EMERGENCY ACCESS ROAD STA 36+86.39, 12.00' R B C D END MARKING D CL EMERGENCY ACCESS ROAD STA 36+86.47, 12.00' LBEGIN MARKING B TIE INTO EXISTING MARKING CL EMERGENCY ACCESS ROAD STA 33+94.43, 12.00' R BEGIN MARKING C TIE INTO EXISTING MARKING CL EMERGENCY ACCESS ROAD STA 33+94.56 BEGIN MARKING D TIE INTO EXISTING MARKING CL EMERGENCY ACCESS ROAD STA 33+94.28, 12.00' L 23 PARKING SPACES @ 9' (TYP) © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ I L M B P 3 - C P - 5 2 0 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 2 3 / 2 0 2 5 4 : 4 1 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: SHEET MUST BE PRINTED IN COLOR PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 CP-520 KT AGS JRL EMERGENCY ACCESS MARKING PLAN (SHEET 1 OF 1) NOTES 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022 AND JANUARY 12, 2024, SURVEY. b.LOT F IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. c.PH1A AND PH1B DEMO WORK MAY BE EXISTING, IN PROGRESS OF BEING DEMOLISHED, OR DEMOLISHED AT TIME OF BIDDING. 2.REFER TO NCDOT STANDARD 1205.01 AND 1205.03 FOR PAVEMENT MARKING DETAILS 3.ALL ROADWAY PAVEMENT MARKINGS SHALL BE PERMANENT THERMOPLASTIC AS PER NCDOT SPECIFICATIONS. LEGEND A B 6" 10'-30'/SP SKIP LINE (W) 6" EDGE LINE (W) E 6" 3'-9'/SP MINI-SKIP LINE (W) PROPOSED PHASE 2 FEATURES PH1A AND PH1B CONSTRUCTION FEATURES EXISTING FEATURES 6" EDGE LINE (Y) 6" CENTER LINE (DBL Y) D C DIRECTION OF TRAVEL NORTH 5' S I D E W A L K X X X X X X X X X X X X X X X X X X X X X X X 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 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXX XX XX XXXXXX XX XX XX XX XX XX XX XX XX XX XX 4 1 2 3 LEA S E A R E A O T H E R S XX XX XX X X XXXXXX EMERG E N C Y A C C E S S R O A D PROPOSED PREMIUM LOT TERMINAL LONG TERM PROPOSED PARKING GARAGE AIRPORT BLVD AIR P O R T P A R K I N G L O T ARF F A C C E S S R O A D ECONOMY A I R P O R T B L V D AIRPO R T B L V D © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ I L M - B P 3 - C P - 5 3 0 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 2 3 / 2 0 2 5 4 : 4 3 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: SHEET MUST BE PRINTED IN COLOR PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 CP-530 PARKING LOT PAVEMENT MARKINGS PLAN- OVERALL LEGEND NOTES EXISTING FEATURES PROPOSED PARKING LOT PAVEMENT PROPOSED CONCRETE SIDEWALKS PROPOSED PH2 CONSTRUCTION FEATURES XX PROPOSED WOODEN POST & CABLE FENCE PROPOSED STRUCTURE/BUILDING PROPOSED CONCRETE PAVEMENT PROPOSED ROADWAY PAVEMENT PH2 PERMANENT BARRICADES PROPOSED RAISED CROSSWALKS JB AGS AGS 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022 AND JANUARY 12,2024, SURVEY. b.PH1A AND PH1B DEMO & PROPOSED WORK MAY BE EXISTING, IN PROGRESS OF BEING DEMOLISHED/CONSTRUCTED, OR DEMOLISHED/CONSTRUCTED AT TIME OF BIDDING. 2.REFER TO SHEETS CS-300 - CS-304 FOR GUIDANCE ON PARKING LOT GEOMETRY. 3.REFER TO SHEET CP-560 FOR PAVEMENT MARKING DETAILS. 4.ALL CURB AND GUTTER ARE TO BE 2'-6" WIDE. 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. ALL ADA MARKINGS SHALL BE IN COMPLIANCE WITH ADA AND NCDOT STANDARDS. 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 XX XX XX XX XX XX XX XX XX © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ I L M - B P 3 - C P - 5 3 0 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 2 0 / 2 0 2 5 9 : 4 7 A M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: SHEET MUST BE PRINTED IN COLOR PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 CP-531 PARKING LOT PAVEMENT MARKINGS PLAN (SHEET 1 OF 4) LEGEND MATCHLINE SEE CP-532 18 SPACES @ 9' MA T C H L I N E S E E C P - 5 3 4 INSTALL 6" 10' - 30'/SP SKIP LINE (W). INSTALL DECORATIVE JERSEY BARRIER APPROVED BY OWNER SEE SHEET SERIES C500 AND C510 FOR AIRPORT BLVD AND COMMERCIAL CURBFRONT PAVEMENT MARKINGS NOTES JB AGS AGS EXISTING FEATURES PROPOSED PARKING LOT PAVEMENT PROPOSED CONCRETE SIDEWALKS PROPOSED PH2 CONSTRUCTION FEATURES XX PROPOSED WOODEN POST & CABLE FENCE PROPOSED STRUCTURE/BUILDING PROPOSED CONCRETE PAVEMENT PROPOSED ROADWAY PAVEMENT PH2 PERMANENT BARRICADES PROPOSED RAISED CROSSWALKS 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022 AND JANUARY 12,2024, SURVEY. b.PH1A AND PH1B DEMO & PROPOSED WORK MAY BE EXISTING, IN PROGRESS OF BEING DEMOLISHED/CONSTRUCTED, OR DEMOLISHED/CONSTRUCTED AT TIME OF BIDDING. 2.REFER TO SHEETS CS-300 - CS-304 FOR GUIDANCE ON PARKING LOT GEOMETRY. 3.REFER TO SHEET CP-560 FOR PAVEMENT MARKING DETAILS. 4.ALL CURB AND GUTTER ARE TO BE 2'-6" WIDE. 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. ALL ADA MARKINGS SHALL BE IN COMPLIANCE WITH ADA AND NCDOT STANDARDS. 5 SPACES @ 9' X X X X X X X X X X X X X X X X X X © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ I L M - B P 3 - C P - 5 3 0 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 2 0 / 2 0 2 5 9 : 4 7 A M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: SHEET MUST BE PRINTED IN COLOR PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 LEGEND 18 SPACES @ 9' TYP. 25 SPACES @ 9' CP-532 MATCHLINE SEE CP-533 MA T C H L I N E S E E C P - 5 3 4 PARKING LOT PAVEMENT MARKINGS PLAN (SHEET 2 OF 4) MATCHLINE SEE CP-531 24' TYP. INSTALL RAISED CROSSWALK. SEE DETAIL 1 ON SHEET CP-563, TYP. 18 SPACES @ 9' TYP. 24' TYP. 3 SPACES @ 9' (TYP) 3 SPACES @ 9' (TYP) 3 SPACES @ 9' (TYP) 3 SPACES @ 9' (TYP) 3 SPACES @ 9' (TYP) INSTALL 6" 10' - 30'/SP SKIP LINE (W). INSTALL 6" CENTERLINE (DBL Y) INSTALL NCDOT STOP BAR SEE SHEET SERIES C500 AND C510 FOR AIRPORT BLVD AND COMMERCIAL CURBFRONT PAVEMENT MARKINGS NOTES JB AGS AGS EXISTING FEATURES PROPOSED PARKING LOT PAVEMENT PROPOSED CONCRETE SIDEWALKS PROPOSED PH2 CONSTRUCTION FEATURES XX PROPOSED WOODEN POST & CABLE FENCE PROPOSED STRUCTURE/BUILDING PROPOSED CONCRETE PAVEMENT PROPOSED ROADWAY PAVEMENT PH2 PERMANENT BARRICADES PROPOSED RAISED CROSSWALKS 24' TYP. 9' TYP. 18' TYP. INSTALL RAISED CROSSWALK. SEE DETAIL 1 ON SHEET CP-563, TYP. 30.8' 18' TYP. 9' TYP. 17 SPACES @ 9' TYP. 6 SPACES @ 9' TYP. 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022 AND JANUARY 12,2024, SURVEY. b.PH1A AND PH1B DEMO & PROPOSED WORK MAY BE EXISTING, IN PROGRESS OF BEING DEMOLISHED/CONSTRUCTED, OR DEMOLISHED/CONSTRUCTED AT TIME OF BIDDING. 2.REFER TO SHEETS CS-300 - CS-304 FOR GUIDANCE ON PARKING LOT GEOMETRY. 3.REFER TO SHEET CP-560 FOR PAVEMENT MARKING DETAILS. 4.ALL CURB AND GUTTER ARE TO BE 2'-6" WIDE. 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. ALL ADA MARKINGS SHALL BE IN COMPLIANCE WITH ADA AND NCDOT STANDARDS. SEE SHEET CP-560 FOR DETAILS & NOTE 6. TYP 8 S P A C E S @ 9 ' T Y P . 2 SPACES @ 9' TYP. X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 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 XXXXXXXXXXXXXXXXXXXXXX XX X X X X X X XX XXXXXXXXXXXXXXXXXXXXXX © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ I L M - B P 3 - C P - 5 3 0 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 2 0 / 2 0 2 5 9 : 4 7 A M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: SHEET MUST BE PRINTED IN COLOR PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 LEGEND CP-533 MATCHLINE SEE CP-532 PARKING LOT PAVEMENT MARKINGS PLAN (SHEET 3 OF 4) INSTALL 6" 10' - 30'/SP SKIP LINE (W). SEE SHEET SERIES C500 AND C510 FOR AIRPORT BLVD AND COMMERCIAL CURBFRONT PAVEMENT MARKINGS NOTES JB AGS AGS EXISTING FEATURES PROPOSED PARKING LOT PAVEMENT PROPOSED CONCRETE SIDEWALKS PROPOSED PH2 CONSTRUCTION FEATURES XX PROPOSED WOODEN POST & CABLE FENCE PROPOSED STRUCTURE/BUILDING PROPOSED CONCRETE PAVEMENT PROPOSED ROADWAY PAVEMENT PH2 PERMANENT BARRICADES PROPOSED RAISED CROSSWALKS 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022 AND JANUARY 12,2024, SURVEY. b.PH1A AND PH1B DEMO & PROPOSED WORK MAY BE EXISTING, IN PROGRESS OF BEING DEMOLISHED/CONSTRUCTED, OR DEMOLISHED/CONSTRUCTED AT TIME OF BIDDING. 2.REFER TO SHEETS CS-300 - CS-304 FOR GUIDANCE ON PARKING LOT GEOMETRY. 3.REFER TO SHEET CP-560 FOR PAVEMENT MARKING DETAILS. 4.ALL CURB AND GUTTER ARE TO BE 2'-6" WIDE. 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. ALL ADA MARKINGS SHALL BE IN COMPLIANCE WITH ADA AND NCDOT STANDARDS. 24 . 0 0 ' 25 SPACES @ 9' TYP. 24 SPACES @ 9' TYP. 2 SPACES @ 9' TYP. 5' S I D E W A L K ECONOMY A I R P O R T B L V D © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ I L M - B P 3 - C P - 5 3 0 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 2 0 / 2 0 2 5 9 : 4 7 A M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: SHEET MUST BE PRINTED IN COLOR PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 LEGEND CP-534 MA T C H L I N E S E E C P - 5 3 1 MA T C H L I N E S E E C P - 5 3 2 PARKING LOT PAVEMENT MARKINGS PLAN (SHEET 4 OF 4) 25 SPACES @ 9' 29 SPACES @ 9' NOTES JB AGS AGS EXISTING FEATURES PROPOSED PARKING LOT PAVEMENT PROPOSED CONCRETE SIDEWALKS PROPOSED PH2 CONSTRUCTION FEATURES XX PROPOSED WOODEN POST & CABLE FENCE PROPOSED STRUCTURE/BUILDING PROPOSED CONCRETE PAVEMENT PROPOSED ROADWAY PAVEMENT PH2 PERMANENT BARRICADES PROPOSED RAISED CROSSWALKS 17 SPACES @ 9' INSTALL RAISED CROSSWALK. SEE DETAIL 1 ON SHEET CP-563, TYP. INSTALL RAISED CROSSWALK. SEE DETAIL 1 ON SHEET CP-563, TYP. 2 SPACES @ 9' 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022 AND JANUARY 12,2024, SURVEY. b.PH1A AND PH1B DEMO & PROPOSED WORK MAY BE EXISTING, IN PROGRESS OF BEING DEMOLISHED/CONSTRUCTED, OR DEMOLISHED/CONSTRUCTED AT TIME OF BIDDING. 2.REFER TO SHEETS CS-300 - CS-304 FOR GUIDANCE ON PARKING LOT GEOMETRY. 3.REFER TO SHEET CP-560 FOR PAVEMENT MARKING DETAILS. 4.ALL CURB AND GUTTER ARE TO BE 2'-6" WIDE. 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. ALL ADA MARKINGS SHALL BE IN COMPLIANCE WITH ADA AND NCDOT STANDARDS. SEE SHEET CP-560 FOR DETAILS & NOTE 6. TYP 9' (TYP.)9' (TYP.) 4" SOLID WHITE MARKING (TYP.) ACCESSIBILITY SYMBOL MARKING, WHITE4" SOLID WHITE MARKING (TYP.) INSTALL ACCESSIBLE PARKING SIGN. REFER TO CP-530 THROUGH CP-534 FOR APPROXIMATE LOCATIONS FOR LONG TERM PARKING LOT. 4'6" FROM C/L OF MARKING 9' (TYP.) 18 ' ( T Y P . ) © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ I L M B P 3 - C P - 5 6 0 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 1 8 / 2 0 2 5 1 1 : 2 5 P M AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 CP-560 JB JB PAVEMENT MARKING DETAILS CP-560 2 ACCESSIBLE MARKING DETAIL NOT TO SCALE 7" DIAMETER CIRCLE 41 " 36" 24.75" OUTSIDE DIAMETER 1.75" 3" 3" ACCESSIBLE PARKING SIGN NOTES 1.ALL 12"X18" ACCESSIBLE 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. ACCESSIBLE PARKING SIGNS NOT TO SCALE RESERVED PARKING MAXIMUM PENALTY $250 12" 18" 9" MUTCD R7-8 12"x18" R7-8 12"x9" CP-560 4 PARKING CURB STOP DETAIL NOT TO SCALE CP-560 3 CP-560 1 PARKING STALL MARKING LAYOUT, ACCESSIBLE AND STANDARD STALLS NOT TO SCALE © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ I L M B P 3 - C P - 5 6 3 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 2 0 / 2 0 2 5 9 : 4 2 A M AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 CP-563 JB JB CROSSWALK, FENCE AND ISLAND DETAILS 6' MATCH WIDTH OF WALK LEADING TO CROSSING6' SCALE: RAISED CROSSWALK DETAIL NOT TO SCALE 1 CP-563 NOTE: SCALE: PARKING LOT ISLAND DETAIL NOT TO SCALE 2 CP-563 HIGH VISIBILITY PIANO STYLE CROSSWALK (OR EQUIVALENT) SHALL BE INSTALLED ON THE TABLE PART OF THE RAISED CROSSWALK 1.PROVIDE APPROPRIATE STORM DRAINAGE MEASURES TO ENSURE WATER DOES NOT POND AT ANY POINT ALONG THE SURFACE CROSSWALK OR AT THE BASE OF THE RAISED CROSSWALK. 2.THE CROSSWALK SURFACE RUNNING SLOPE AND CROSS SLOPE SHALL NOT EXCEED THAT OF THE EXISTING ROADWAY. 3.STORM GRATES SHALL NOT BE INSTALLED INTO THE TAPERS OR TABLE PORTION OF THE RAISED CROSSWALK. 4.DIRECTIONAL ARROWS SHALL BE INSTALLED WITH THE FLOW OF TRAFFIC. REVIEW ROADWAY LAYOUT PLANS AND STRIPING FOR TRAVEL DIRECTION. 5.TRUNCATED DOMES TO BE INSTALLED WITHIN THE SIDEWALK (BOTH SIDES) PRIOR TO RAISED CROSSWALK PER ADA STANDARDS. PROP. 6" CONCRETE, NCDOT 710 LANDSCAPE ISLAND REFER TO SHEET CP-303 FOR PAVEMENT SECTION REFER TO DETAIL E, SHEET CP-303 FOR PAVEMENT SECTION NOTE: 1.REFER TO SHEETS LANDSCAPING AND HARDSCAPING SHEET SERIES FOR LANDSCAPING DETAILS AND CONCRETE FINISHES. 2.CURB AND GUTTER SHALL BE COORDINATED WITH DRAINAGE AND GRADING PLANS. REVERSE FLOW GUTTER TO BE UTILIZED ON CURB ISLANDS AS NEEDED TO ALLOW FOR POSITIVE DRAINAGE. 6 ADJACENT TOP OF PAVEMENT SEE NOTE 2 3 16" STAINLESS STEEL CABLE (GRADE 316L) 1X19 OR APPROVED EQUAL 6" DIA. AMERICAN TIMBER AND STEEL WOODEN FENCE POST OR APPROVED EQUAL 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.) POST AND CABLE FENCE NOTES: 1.ALL CONSTRUCTION METHODS AND EQUIPMENT EMPLOYED IN THE FENCE WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE SPECIFICATIONS OF THE MANUFACTURER OF THE FENCE MATERIALS BEING USED, AND SUCH THAT THE RESULTING STRUCTURE WILL PROVIDE THE EXPECTED SERVICE AND BE DURABLE AND COMPLETE IN EVERY DETAIL. THE INTENT OF THE CONTRACT IS TO PROVIDE FOR THE CONSTRUCTION AND COMPLETION OF EVERY DETAIL OF THE WORD DESCRIBED. DETAILS SHOWN IN THESE DRAWINGS INDICATE GENERAL INTENT, SPECIFIC MANUFACTURER DETAILS MAY VARY AND ARE SUBJECT TO ENGINEER'S APPROVAL. 2.NEW FENCE LOCATIONS MAY VARY DUE TO SITE CONDITIONS AND CONSTRAINTS IN ORDER TO AVOID CONFLICT THE EXISTING UTILITIES, UNDESIRABLE TERRAIN AND STRUCTURES. CONTRACTOR SHALL FLAG NEW FENCE ALIGNMENT LOCATIONS AND OBTAIN APPROVAL FOR ENGINEER PRIOR TO CONSTRUCTION. 3.ALL MATERIALS SHALL BE NEW. 4.ALL INSTALL FENCE POST SHALL BE 6" DIA ROUND DOMED WOODEN POST OR APPROVED EQUAL. SCALE: TYPICAL 4' HIGH POST AND CABLE FENCE NOT TO SCALE 3 CP-563 SCALE: DECORATIVE FENCE AT RETAINING WALL NOT TO SCALE 4 CP-563 X X X X X X X X X X X X X X X X X X X X X X X 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 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X GA T E FE N C E XXXXXXXX XX XX XXXXXX XX XX XX XX XX XX XX XX XX XX XX1 2 3 N O PAR K I N G AN Y TI M E N OPA R K I N G T O W A W A Y Z O N E NO PARKING ANYTIME N O PA R K I N G A N Y T I M E NOPARKINGANYTIME NOPARKINGANYTIME NOPARKINGANYTIME NOPARKINGANYTIME NO PARKING ANY TIME EMERG E N C Y A C C E S S R O A D TERMINAL LONG TERM AIRPORT B L V D AIR P O R T P A R K I N G L O T ECONOMY A I R P O R T B L V D EMERG E N C Y A C C E S S R O A D TERMINAL LONG TERM AIR P O R T P A R K I N G L O T ECONOMY A I R P O R T B L V D © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ C P - 6 0 0 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 1 8 / 2 0 2 5 1 1 : 4 0 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 200100100 100 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 CP-600 EXISTING ROADWAY SIGNING OVERALL PLAN REW REW LEGEND NOTES PROPOSED SIGN U-CHANNEL POST EXISTING SIGN 2. SOME EXISTING SIGN REPLACEMENTS MAY NOT BE SHOWN. 3. SEE WAYFINDING SIGNAGE PLANS FOR GUIDE SIGN DETAILS. 4. ALL PROPOSED SIGNS SHOWN ON THIS SHEET WILL BE INSTALLED ON U-CHANNEL POST(S). 5. NUMBER OF POSTS: a. SIGN ASSEMBLIES LESS THAN 12 SF REQUIRE SINGLE 3 LB U-CHANNEL. b. SIGN ASSEMBLIES GREATER THAN 12 SF BUT LESS THAN 24 SF REQUIRE DOUBLE 3 LB U-CHANNEL. c. SIGN ASSEMBLIES WITH DIMENSION OF 36" OR GREATER REQUIRE DOUBLE U-CHANNEL. d. DOUBLE U-CHANNEL POSTS CAN BE USED LESS LESS THAN 7' APART. 6. PROPOSED SIGNAGE OFFSETS FROM ROADWAY SHALL BE LOCATED BY FIELD ENGINEER AND MEET MUTCD AND NCDOT ROADWAY STANDARD DRAWING SPECIFICATIONS. 7. NCDOT 2024 STANDARD DRAWINGS: a. 901.70 SIGN STRINGING AND SUPPORT SPACING. b. 903.10 GROUND MOUNTED SIGN SUPPORTS. c. 904.10 ORIENTATION OF GROUND MOUNTED SIGNS. d. 904.50 MOUNTING OF TYPE 'D', 'E', AND 'F' SIGNS ON 'U' CHANNEL SUPPORTS. 1. EXISTING INFORMATION IS BASED ON: a. JULY 15, 2022 AND JANUARY 12, 2024, SURVEY. b. LOT F IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. c. EXISTING INFORMATION INCLUDES PH1A CONSTRUCTION. 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 NO PARKING ANY TIME NO PARKING ANY TIME EMERG E N C Y A C C E S S R O A D EMERG E N C Y A C C E S S R O A D © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ C P - 6 0 0 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 1 8 / 2 0 2 5 1 1 : 4 0 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: KEYMAP PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: X X X X XX X X X GATE FENC E 5' SI D E W A L K XX DN 1 2 3 FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 CP-601 EXISTING ROADWAY SIGNING (SHEET 1 OF 3) REW REW LEGEND NOTES PROPOSED SIGN U-CHANNEL POST EXISTING SIGN 2. SOME EXISTING SIGN REPLACEMENTS MAY NOT BE SHOWN. 3. SEE WAYFINDING SIGNAGE PLANS FOR GUIDE SIGN DETAILS. 4. ALL PROPOSED SIGNS SHOWN ON THIS SHEET WILL BE INSTALLED ON U-CHANNEL POST(S). 5. NUMBER OF POSTS: a. SIGN ASSEMBLIES LESS THAN 12 SF REQUIRE SINGLE 3 LB U-CHANNEL. b. SIGN ASSEMBLIES GREATER THAN 12 SF BUT LESS THAN 24 SF REQUIRE DOUBLE 3 LB U-CHANNEL. c. SIGN ASSEMBLIES WITH DIMENSION OF 36" OR GREATER REQUIRE DOUBLE U-CHANNEL. d. DOUBLE U-CHANNEL POSTS CAN BE USED LESS LESS THAN 7' APART. 6. PROPOSED SIGNAGE OFFSETS FROM ROADWAY SHALL BE LOCATED BY FIELD ENGINEER AND MEET MUTCD AND NCDOT ROADWAY STANDARD DRAWING SPECIFICATIONS. 7. NCDOT 2024 STANDARD DRAWINGS: a. 901.70 SIGN STRINGING AND SUPPORT SPACING. b. 903.10 GROUND MOUNTED SIGN SUPPORTS. c. 904.10 ORIENTATION OF GROUND MOUNTED SIGNS. d. 904.50 MOUNTING OF TYPE 'D', 'E', AND 'F' SIGNS ON 'U' CHANNEL SUPPORTS. 1. EXISTING INFORMATION IS BASED ON: a. JULY 15, 2022 AND JANUARY 12, 2024, SURVEY. b. LOT F IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. c. EXISTING INFORMATION INCLUDES PH1A CONSTRUCTION. X X X X X X X X X X X X X X X X X X FE N C E NO PARKING ANY TIME TERMINAL LONG TERM TERMINAL LONG TERM © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ C P - 6 0 0 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 1 8 / 2 0 2 5 1 1 : 4 0 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: KEYMAP PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: X X X X XX X X X GATE FENC E 5' SI D E W A L K XX DN 1 2 3 FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 EXISTING ROADWAY SIGNING (SHEET 2 OF 3) REW REW LEGEND NOTES PROPOSED SIGN U-CHANNEL POST EXISTING SIGN 2. SOME EXISTING SIGN REPLACEMENTS MAY NOT BE SHOWN. 3. SEE WAYFINDING SIGNAGE PLANS FOR GUIDE SIGN DETAILS. 4. ALL PROPOSED SIGNS SHOWN ON THIS SHEET WILL BE INSTALLED ON U-CHANNEL POST(S). 5. NUMBER OF POSTS: a. SIGN ASSEMBLIES LESS THAN 12 SF REQUIRE SINGLE 3 LB U-CHANNEL. b. SIGN ASSEMBLIES GREATER THAN 12 SF BUT LESS THAN 24 SF REQUIRE DOUBLE 3 LB U-CHANNEL. c. SIGN ASSEMBLIES WITH DIMENSION OF 36" OR GREATER REQUIRE DOUBLE U-CHANNEL. d. DOUBLE U-CHANNEL POSTS CAN BE USED LESS LESS THAN 7' APART. 6. PROPOSED SIGNAGE OFFSETS FROM ROADWAY SHALL BE LOCATED BY FIELD ENGINEER AND MEET MUTCD AND NCDOT ROADWAY STANDARD DRAWING SPECIFICATIONS. 7. NCDOT 2024 STANDARD DRAWINGS: a. 901.70 SIGN STRINGING AND SUPPORT SPACING. b. 903.10 GROUND MOUNTED SIGN SUPPORTS. c. 904.10 ORIENTATION OF GROUND MOUNTED SIGNS. d. 904.50 MOUNTING OF TYPE 'D', 'E', AND 'F' SIGNS ON 'U' CHANNEL SUPPORTS. 1. EXISTING INFORMATION IS BASED ON: a. JULY 15, 2022 AND JANUARY 12, 2024, SURVEY. b. LOT F IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. c. EXISTING INFORMATION INCLUDES PH1A CONSTRUCTION. CP-602 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 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 XX XX XX XX XX XXXXXXXXXXXXXXXXXXXXXX NO PARKING ANY TIME NO PARKING ANY TIME AIRPORT B L V D AIR P O R T P A R K I N G L O T AIR P O R T P A R K I N G L O T © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ C P - 6 0 0 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 1 8 / 2 0 2 5 1 1 : 4 0 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: KEYMAP PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: X X X X XX X X X GATE FENC E 5' SI D E W A L K XX DN 1 2 3 FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 EXISTING ROADWAY SIGNING (SHEET 3 OF 3) REW REW LEGEND NOTES PROPOSED SIGN U-CHANNEL POST EXISTING SIGN 2. SOME EXISTING SIGN REPLACEMENTS MAY NOT BE SHOWN. 3. SEE WAYFINDING SIGNAGE PLANS FOR GUIDE SIGN DETAILS. 4. ALL PROPOSED SIGNS SHOWN ON THIS SHEET WILL BE INSTALLED ON U-CHANNEL POST(S). 5. NUMBER OF POSTS: a. SIGN ASSEMBLIES LESS THAN 12 SF REQUIRE SINGLE 3 LB U-CHANNEL. b. SIGN ASSEMBLIES GREATER THAN 12 SF BUT LESS THAN 24 SF REQUIRE DOUBLE 3 LB U-CHANNEL. c. SIGN ASSEMBLIES WITH DIMENSION OF 36" OR GREATER REQUIRE DOUBLE U-CHANNEL. d. DOUBLE U-CHANNEL POSTS CAN BE USED LESS LESS THAN 7' APART. 6. PROPOSED SIGNAGE OFFSETS FROM ROADWAY SHALL BE LOCATED BY FIELD ENGINEER AND MEET MUTCD AND NCDOT ROADWAY STANDARD DRAWING SPECIFICATIONS. 7. NCDOT 2024 STANDARD DRAWINGS: a. 901.70 SIGN STRINGING AND SUPPORT SPACING. b. 903.10 GROUND MOUNTED SIGN SUPPORTS. c. 904.10 ORIENTATION OF GROUND MOUNTED SIGNS. d. 904.50 MOUNTING OF TYPE 'D', 'E', AND 'F' SIGNS ON 'U' CHANNEL SUPPORTS. 1. EXISTING INFORMATION IS BASED ON: a. JULY 15, 2022 AND JANUARY 12, 2024, SURVEY. b. LOT F IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. c. EXISTING INFORMATION INCLUDES PH1A CONSTRUCTION. CP-603 XX XX XX XX XX XX XX XX XX XX XX X X XXXXXX X X X X X X X X X X X X X X X X X X X X X X X 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 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X GAT E FE N C E XXXXXXXX XX XX XXXXXX XX XX XX XX XX XX XX XX XX XX XX1 2 3 N O P A R K I N G AN Y T I M E NO PARKINGANYTIME NO PARKING ANY TIME NO PA R K I N G AN Y TIM E NOPARKINGANYTIME NOPARKINGANYTIME NOPARKINGANYTIME NOPARKINGANYTIME EMERG E N C Y A C C E S S R O A D PROPOSED PREMIUM LOT TERMINAL LONG TERM PROPOSED PARKING GARAGE AIRPORT BLVD AIR P O R T P A R K I N G L O T ECONOMY A I R P O R T B L V D © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ C P - 7 0 0 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 1 8 / 2 0 2 5 1 1 : 4 5 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 200100100 100 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: KEYMAP SHEET MUST BE PRINTED IN COLOR PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: X X X X XX X X X GATE FENC E 5' SI D E W A L K XX DN 1 2 3 FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 CP-700 REW REW PROPOSED ROADWAY SIGNING OVERALL PLAN LEGEND NOTES PROPOSED SIGN U-CHANNEL POST EXISTING SIGN 2. SOME EXISTING SIGN REPLACEMENTS MAY NOT BE SHOWN. 3. SEE WAYFINDING SIGNAGE PLANS FOR GUIDE SIGN DETAILS. 4. ALL PROPOSED SIGNS SHOWN ON THIS SHEET WILL BE INSTALLED ON U-CHANNEL POST(S). 5. NUMBER OF POSTS: a. SIGN ASSEMBLIES LESS THAN 12 SF REQUIRE SINGLE 3 LB U-CHANNEL. b. SIGN ASSEMBLIES GREATER THAN 12 SF BUT LESS THAN 24 SF REQUIRE DOUBLE 3 LB U-CHANNEL. c. SIGN ASSEMBLIES WITH DIMENSION OF 36" OR GREATER REQUIRE DOUBLE U-CHANNEL. d. DOUBLE U-CHANNEL POSTS CAN BE USED LESS LESS THAN 7' APART. 6. PROPOSED SIGNAGE OFFSETS FROM ROADWAY SHALL BE LOCATED BY FIELD ENGINEER AND MEET MUTCD AND NCDOT ROADWAY STANDARD DRAWING SPECIFICATIONS. 7. NCDOT 2024 STANDARD DRAWINGS: a. 901.70 SIGN STRINGING AND SUPPORT SPACING. b. 903.10 GROUND MOUNTED SIGN SUPPORTS. c. 904.10 ORIENTATION OF GROUND MOUNTED SIGNS. d. 904.50 MOUNTING OF TYPE 'D', 'E', AND 'F' SIGNS ON 'U' CHANNEL SUPPORTS. 1. EXISTING INFORMATION IS BASED ON: a. JULY 15, 2022 AND JANUARY 12, 2024, SURVEY. b. LOT F IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. c. EXISTING INFORMATION INCLUDES PH1A CONSTRUCTION. 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 XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX N O P A R K I N G A N Y T I M E NO PARKING ANY TIME NO PARKING ANY TIME 27 53+ 28 00+ 29 00+ 30 00+ 31 00 + 32 00 + 33 00 + 34 00 + 35 33 55 + 3 4 00 + 0 0 + EMERG E N C Y A C C E S S R O A D © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ C P - 7 0 0 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 1 8 / 2 0 2 5 1 1 : 4 5 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: KEYMAP SHEET MUST BE PRINTED IN COLOR PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: X X X X XX X X X GATE FENC E 5' SI D E W A L K XX DN 1 2 3 FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 CP-701 PROPOSED ROADWAY SIGNING (SHEET 1 OF 3) REW REW LEGEND NOTES PROPOSED SIGN U-CHANNEL POST EXISTING SIGN 2. SOME EXISTING SIGN REPLACEMENTS MAY NOT BE SHOWN. 3. SEE WAYFINDING SIGNAGE PLANS FOR GUIDE SIGN DETAILS. 4. ALL PROPOSED SIGNS SHOWN ON THIS SHEET WILL BE INSTALLED ON U-CHANNEL POST(S). 5. NUMBER OF POSTS: a. SIGN ASSEMBLIES LESS THAN 12 SF REQUIRE SINGLE 3 LB U-CHANNEL. b. SIGN ASSEMBLIES GREATER THAN 12 SF BUT LESS THAN 24 SF REQUIRE DOUBLE 3 LB U-CHANNEL. c. SIGN ASSEMBLIES WITH DIMENSION OF 36" OR GREATER REQUIRE DOUBLE U-CHANNEL. d. DOUBLE U-CHANNEL POSTS CAN BE USED LESS LESS THAN 7' APART. 6. PROPOSED SIGNAGE OFFSETS FROM ROADWAY SHALL BE LOCATED BY FIELD ENGINEER AND MEET MUTCD AND NCDOT ROADWAY STANDARD DRAWING SPECIFICATIONS. 7. NCDOT 2024 STANDARD DRAWINGS: a. 901.70 SIGN STRINGING AND SUPPORT SPACING. b. 903.10 GROUND MOUNTED SIGN SUPPORTS. c. 904.10 ORIENTATION OF GROUND MOUNTED SIGNS. d. 904.50 MOUNTING OF TYPE 'D', 'E', AND 'F' SIGNS ON 'U' CHANNEL SUPPORTS. 1. EXISTING INFORMATION IS BASED ON: a. JULY 15, 2022 AND JANUARY 12, 2024, SURVEY. b. LOT F IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. c. EXISTING INFORMATION INCLUDES PH1A CONSTRUCTION. X X X X X X X X X X X X X X X X X X FE N C E NO PARKING ANY TIME NO PARKING ANY TIME NO PARKING ANY TIME 35 00 + 36 00 + 37 00 + 38 00 + 39 00 + 40 00 + 41 00 + 42 00 + 43 00 + 3 5 + 36 00 + 37 00 + 38 00 + 39 00 + 40 00 + 41 00 + 42 00 + 43 00 + PROPOSED PREMIUM LOT TERMINAL LONG TERM PROPOSED PARKING GARAGE © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ C P - 7 0 0 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 1 8 / 2 0 2 5 1 1 : 4 5 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: KEYMAP SHEET MUST BE PRINTED IN COLOR PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: X X X X XX X X X GATE FENC E 5' SI D E W A L K XX DN 1 2 3 FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 PROPOSED ROADWAY SIGNING (SHEET 2 OF 3) REW REW LEGEND NOTES PROPOSED SIGN U-CHANNEL POST EXISTING SIGN 2. SOME EXISTING SIGN REPLACEMENTS MAY NOT BE SHOWN. 3. SEE WAYFINDING SIGNAGE PLANS FOR GUIDE SIGN DETAILS. 4. ALL PROPOSED SIGNS SHOWN ON THIS SHEET WILL BE INSTALLED ON U-CHANNEL POST(S). 5. NUMBER OF POSTS: a. SIGN ASSEMBLIES LESS THAN 12 SF REQUIRE SINGLE 3 LB U-CHANNEL. b. SIGN ASSEMBLIES GREATER THAN 12 SF BUT LESS THAN 24 SF REQUIRE DOUBLE 3 LB U-CHANNEL. c. SIGN ASSEMBLIES WITH DIMENSION OF 36" OR GREATER REQUIRE DOUBLE U-CHANNEL. d. DOUBLE U-CHANNEL POSTS CAN BE USED LESS LESS THAN 7' APART. 6. PROPOSED SIGNAGE OFFSETS FROM ROADWAY SHALL BE LOCATED BY FIELD ENGINEER AND MEET MUTCD AND NCDOT ROADWAY STANDARD DRAWING SPECIFICATIONS. 7. NCDOT 2024 STANDARD DRAWINGS: a. 901.70 SIGN STRINGING AND SUPPORT SPACING. b. 903.10 GROUND MOUNTED SIGN SUPPORTS. c. 904.10 ORIENTATION OF GROUND MOUNTED SIGNS. d. 904.50 MOUNTING OF TYPE 'D', 'E', AND 'F' SIGNS ON 'U' CHANNEL SUPPORTS. 1. EXISTING INFORMATION IS BASED ON: a. JULY 15, 2022 AND JANUARY 12, 2024, SURVEY. b. LOT F IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. c. EXISTING INFORMATION INCLUDES PH1A CONSTRUCTION. CP-702 XX X X X X X X XX XXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 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 XXXXXXXXXXXXXXXXXXXXXX NO PARKING ANY TIME NO PA R K I N G AN Y TI M E 44 00 + 4 5 0 0 + 4 6 0 0 + 47 00+ 48 00+ 49 00+50 00+ 50 83+ 44 00 + 45 00 + 4 6 0 0 + 46 50 + AIRPORT BLVD AIR P O R T P A R K I N G L O T © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ C P - 7 0 0 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 1 8 / 2 0 2 5 1 1 : 4 5 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: KEYMAP SHEET MUST BE PRINTED IN COLOR PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: X X X X XX X X X GATE FENC E 5' SI D E W A L K XX DN 1 2 3 FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 PROPOSED ROADWAY SIGNING (SHEET 3 OF 3) REW REW LEGEND NOTES PROPOSED SIGN U-CHANNEL POST EXISTING SIGN 2. SOME EXISTING SIGN REPLACEMENTS MAY NOT BE SHOWN. 3. SEE WAYFINDING SIGNAGE PLANS FOR GUIDE SIGN DETAILS. 4. ALL PROPOSED SIGNS SHOWN ON THIS SHEET WILL BE INSTALLED ON U-CHANNEL POST(S). 5. NUMBER OF POSTS: a. SIGN ASSEMBLIES LESS THAN 12 SF REQUIRE SINGLE 3 LB U-CHANNEL. b. SIGN ASSEMBLIES GREATER THAN 12 SF BUT LESS THAN 24 SF REQUIRE DOUBLE 3 LB U-CHANNEL. c. SIGN ASSEMBLIES WITH DIMENSION OF 36" OR GREATER REQUIRE DOUBLE U-CHANNEL. d. DOUBLE U-CHANNEL POSTS CAN BE USED LESS LESS THAN 7' APART. 6. PROPOSED SIGNAGE OFFSETS FROM ROADWAY SHALL BE LOCATED BY FIELD ENGINEER AND MEET MUTCD AND NCDOT ROADWAY STANDARD DRAWING SPECIFICATIONS. 7. NCDOT 2024 STANDARD DRAWINGS: a. 901.70 SIGN STRINGING AND SUPPORT SPACING. b. 903.10 GROUND MOUNTED SIGN SUPPORTS. c. 904.10 ORIENTATION OF GROUND MOUNTED SIGNS. d. 904.50 MOUNTING OF TYPE 'D', 'E', AND 'F' SIGNS ON 'U' CHANNEL SUPPORTS. 1. EXISTING INFORMATION IS BASED ON: a. JULY 15, 2022 AND JANUARY 12, 2024, SURVEY. b. LOT F IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. c. EXISTING INFORMATION INCLUDES PH1A CONSTRUCTION. CP-703 X X X X X X X X X X X X X X X X X X X X X X X 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 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X GA T E FE N C E XXXXXXXX XX XX XXXXXX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX D D MH MH 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 W 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 SAN SAN SAN SAN SAN SAN S A N S A N S A N SAN SAN S A N S A N SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN S S S S S S S S S S S S S S S S S S S 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 GAS GAS GAS SAN SAN SAN S 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 G G G GAS GAS G G GAS GAS GAS GA S GA S GA S S S SAN SAN S A N S A N S A N S A N SA N W W W W W S A N S A N SA N S A N S A N W W W W SA N SA N S A N S 42 " R C P W W W WWWW W W W W W S A N S A N S A N SAN SAN SAN SAN SAN SAN S A N S A N S A 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 . 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 SA N SAN SAN SAN SAN SA N SA N S S 8" 8" 8" 8" 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 S W W W W W W W W W W W W W W W W 42 " R C P SAN SAN SAN W W SAN SAN I T A R Y S E W E R MAN H O L E RIM 2 2 . 1 7 INV . O U T 1 6 . 7 7 SAN I T A R Y S E W E R MAN H O L E INV I N 1 6 . 1 3 INV . O U T 1 6 . 1 3 SAN I T A R Y S E W E R MAN H O L E RIM 2 3 . 9 2 INV . I N 1 5 . 1 2 ( W E S T ) INV . I N 1 3 . 4 8 ( N O R T H ) IN V . O U T 1 3 . 4 8 ( S O U T H ) W S S SAN SAN I T A R Y S E W E R MAN H O L E RIM 2 3 . 8 7 GA S GA S GA S GA S SAN I T A R Y S E W E R MANH O L E RIM 2 9 . 3 9 INV. 2 3 . 9 1 WATE R VALVE FIRE HYDR A N T BACK F L O W PREV E N T O R WATE R METER RIP- R A P W BAC K F L O W PRE V E N T E R WATE R METE R WATER METE R HEAD W A L L 15"RC P INV. 2 5 . 9 8 SAN I T A R Y S E W E R MAN H O L E RIM 2 7 . 4 9 INV. 2 0 . 3 1 SAN I T A R Y S E W E R MAN H O L E RIM 2 8 . 7 0 INV . 2 0 . 1 0 SAN I T A R Y S E W E R MAN H O L E RIM 2 8 . 7 5 INV . 2 0 . 0 1 GASMETE R GASVALVE FIRE HYDR A N T GAS GAS GAS GAS GAS GAS M W W W W W W W W W W W W W W W W W W S SSANSANSAN SA N SA N SA N SA N SA N S SAN W S W M SA N S M © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 9 4 2 2 0 \ I L M B P 3 C U - 0 0 0 - 0 0 6 - L A Y E R U P D A T E . d w g Pl o t t e d b y : Ta y l o r T h o m a s Pl o t t e d o n : 6/ 2 3 / 2 0 2 5 3 : 4 9 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 200100100 100 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: SHEET MUST BE PRINTED IN COLOR PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 CU-104 CU-101 CU-102A CU-103A CU-102B CU-103B TAT TAT OVERALL SITE UTILITY PLAN AGS CU-100 LEGEND NOTES PROPOSED DOUBLE CHECK VALVE ASSEBMLY PROPOSED FIRE HYDRANT PROPOSED SEWER CLEANOUT PROPOSED GAS PROPOSED SANITARY SEWER PROPOSED WATER EXISTING SEWER MANHOLE EXISTING STORM INLET EXISTING STORM EXISTING GAS EXISTING SANITARY SEWER EXISTING FIRE HYDRANT EXISTING VALVE EXISTING WATER PROPOSED WATER METER PROPOSED STORM PROPOSED VALVE UTILITY TO BE RELOCATED PROPOSED SEWER MANHOLE GAS W SAN S GAS W SAN M S 1.ALL UTILITY LOCATIONS TO BE VERIFIED BY CONTRACTOR. 2.EXISTING INFORMATION IS BASED ON: 2.a.JULY 15, 2022 AND JANUARY 12, 2024 SURVEY 2.b.LOT F IS BASED ON OCTOBER 2023 CAD FILE RECEIVED FROM ILM CONSULTANT. 3.WATER MAIN AND SANITARY SEWER UTILITIES SHALL MEET CAPE FEAR PUBLIC UTILITY AUTHORITY (CFPUA) REQUIREMENTS. SEE SPECIAL PROVISIONS. 4.ALL STEEL CASING FOR UTILITY PROTECTIONS SHALL EXTEND A MINIMUM OF 3 FT BEYOND THE ACTIVE ROADWAY OR STRUCTURE UNLESS SPECIFIED OTHERWISE. 5.STEEL CASING LENGTHS ARE APPROXIMATE AND BASED ON BEST AVAILABLE UTILITY DATA. 6.STEEL CASINGS TO BE INSTALLED VIA OPEN CUT METHOD. 7.RESTRAINED FITTINGS SHALL BE INSTALLED ON ALL WATER FITTINGS, APPURTENANCES, AND PIPE JOINTS. 8.SEE SHEET CU-105 FOR UTILITY PROFILES, PIPE LENGTHS, AND BEND LOCATIONS. 9.CONTRACTOR SHALL COORDINATE THE PLACEMENT OF PROPOSED UTILITIES WITH THE SEGMENTED RETAINING WALL TO ALLOW TIME FOR SETTLEMENT OF WALL BACKFILL AND PREVENT UNDESIRED DEFLECTION IN NEW UTILITIES. 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 D W SAN SAN SAN SAN SAN SAN S GAS GAS GAS W W WW W W W W W W W 8 00 + 9 00 + 12" 90° BEND 2" SDR-9 WATER SERVICE W/ TRACER WIRE PER CFPUA DETAIL WS-6 2" SADDLE AND VALVE ON PROPOSED 12" LINE PER CFPUA DETAIL W-12 2" TO 1" REDUCER, 1" WATER METER AND METER BOX PER CFPUA DETAIL W-12 1" DOUBLE CHECK VALVE ASSEMBLY AND ENCLOSURE PER CFPUA DETAIL EM-2 (WATT LF719)(TO BE APPROVED BY CFPUA COMMUNITY COMPLIANCE) 2" GATE VALVE AND VALVE BOX PER CFPUA DETAIL W-12 1" GATE VALVE AND VALVE BOX PER CFPUA DETAIL W-3 M SEE IRRIGATION PLANS FOR CONNECTION © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 9 4 2 2 0 \ I L M B P 3 C U - 0 0 0 - 0 0 6 - L A Y E R U P D A T E . d w g Pl o t t e d b y : Ta y l o r T h o m a s Pl o t t e d o n : 6/ 2 3 / 2 0 2 5 3 : 4 9 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: KEYMAP SHEET MUST BE PRINTED IN COLOR PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: X X X X XX X X X GATE FENC E 5' SI D E W A L K XX DN 1 2 3 4 FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 MATCHLINE SEE CU-102 MA T C H L I N E S E E C U - 1 0 4 TAT TAT SITE UTILITY PLAN AREA 1 AGS CU-101 LEGEND NOTES PROPOSED DOUBLE CHECK VALVE ASSEBMLY PROPOSED FIRE HYDRANT PROPOSED SEWER CLEANOUT PROPOSED GAS PROPOSED SANITARY SEWER PROPOSED WATER EXISTING SEWER MANHOLE EXISTING STORM INLET EXISTING STORM EXISTING GAS EXISTING SANITARY SEWER EXISTING FIRE HYDRANT EXISTING VALVE EXISTING WATER PROPOSED WATER METER PROPOSED STORM PROPOSED VALVE UTILITY TO BE RELOCATED 1.ALL UTILITY LOCATIONS TO BE VERIFIED BY CONTRACTOR. 2.EXISTING INFORMATION IS BASED ON: 2.a.JULY 15, 2022 AND JANUARY 12, 2024 SURVEY 2.b.LOT F IS BASED ON OCTOBER 2023 CAD FILE RECEIVED FROM ILM CONSULTANT. 3.WATER MAIN AND SANITARY SEWER UTILITIES SHALL MEET CAPE FEAR PUBLIC UTILITY AUTHORITY (CFPUA) REQUIREMENTS. SEE SPECIAL PROVISIONS. 4.ALL STEEL CASING FOR UTILITY PROTECTIONS SHALL EXTEND A MINIMUM OF 3 FT BEYOND THE ACTIVE ROADWAY OR STRUCTURE UNLESS SPECIFIED OTHERWISE. 5.STEEL CASING LENGTHS ARE APPROXIMATE AND BASED ON BEST AVAILABLE UTILITY DATA. 6.STEEL CASINGS TO BE INSTALLED VIA OPEN CUT METHOD. 7.RESTRAINED FITTINGS SHALL BE INSTALLED ON ALL WATER FITTINGS, APPURTENANCES, AND PIPE JOINTS. 8.SEE SHEET CU-105 FOR UTILITY PROFILES, PIPE LENGTHS, AND BEND LOCATIONS. 9.CONTRACTOR SHALL COORDINATE THE PLACEMENT OF PROPOSED UTILITIES WITH THE SEGMENTED RETAINING WALL TO ALLOW TIME FOR SETTLEMENT OF WALL BACKFILL AND PREVENT UNDESIRED DEFLECTION IN NEW UTILITIES. PROPOSED SEWER MANHOLE GAS W SAN S GAS W SAN M S X X X X X X X X X X X X X X X X X X FE N C E D P P P P P SA N I T A R Y S E W E R MA N H O L E RIM 4 2 . 3 1 IN V . 1 5 . 1 5 SA N I T A R Y S E W E R MA N H O L E RIM 3 0 . 6 8 IN V . 1 2 . 2 6 SA N I T A R Y S E W E R MA N H O L E RIM ( C O V E R E D ) IN V . ( C O V E R E D ) SA N I T A R Y S E W E R MA N H O L E RIM ( C O V E R E D ) IN V . ( C O V E R E D ) SA N I T A R Y S E W E R MA N H O L E RIM ( C O V E R E D ) IN V . ( C O V E R E D ) S A N S A N S A N 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 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 SAN SAN SAN SAN SAN S S S S S W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 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 W W W W W W W W W W W W W SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN S 8" V . C . P . 8" V . C . P . W W M W W W W W W W W W W W W W W W W W W W W W W W W W W 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 S S A N S A N S A N 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 SAN SAN SAN SAN W W W 0 0 0 + 1 00+2 00+3 00+ 4 00 + 5 00 + 6 00 + 7 00 + 8 00 + 0 00 + 1 00+2 00+ 3 00 + 4 00 + 5 00 + 6 00 + 7 00 + 10 00 + 11 00 + 12 00 + 13 00 + 14 00 + 15 00 + 16 00 + 17 00 + S ISOLATION VALVE ISOLATION VALVE ADJUST VALVE BOX TO GRADE ISOLATION VALVE ISOLATION VALVE ADJUST VALVE BOX TO GRADE EXISTING WATER LINE TO BE ABANDONED HYDRANT TO BE RELOCATED EXISTING WATER LINE AND VALVE TO BE ABANDONED EXISTING WATER LINE TO BE ABANDONED CONTRACTOR TO VERIFY NO EXISTING SERVICES ON WATER LINE ISOLATION VALVE EXISTING WATER LINE AND VALVE TO BE ABANDONED EXISTING WATER LINE TO BE REMOVED CONTRACTOR TO COORDINATE GAS RELOCATION WITH PIEDMONT NATURAL GAS AT RETAINING WALL AND GRADE CUT IRRIGATION WELL TO BE ABANDONED EXISTING WATER LATERAL TO BE REMOVED W RELOCATED HYDRANT LOCATION 12"X6" TEE, 6" VALVE, AND 6" HYDRANT ASSEMBLY PER CFPUA DETAIL W-9 TIE INTO EXISTING 12" LINE WITH PROPOSED 45° BEND INSTALL STEEL CASING PIPE PER CFPUA DETAIL WS-8 CUT AND CAP EXISTING WATERLINE 2" HDPE WATER SERVICE W/ TRACER WIRE PER CFPUA DETAIL WS-6 2" SADDLE AND VALVE ON PROPOSED 12" LINE PER CFPUA DETAIL W-3 2" WATER METER AND METER BOX PER CFPUA DETAIL W-3 2" DOUBLE CHECK VALVE ASSEMBLY AND ENCLOSURE PER CFPUA DETAIL EM-2 (TO BE APPROVED BY CFPUA COMMUNITY COMPLIANCE) 2" GATE VALVE AND VALVE BOX PER CFPUA DETAIL W-3 MJ PLUG ON EXISTING TEE TIE INTO EXISTING 12" LINE AT THE EXISTING VALVE 12"X6" TEE, 6" VALVE, AND 6" HYDRANT ASSEMBLY PER CFPUA DETAIL W-9 RELOCATE EXISTING HYDRANT RELOCATE EXISTING HYDRANT 12"X6" TEE, 6" VALVE, AND 6" HYDRANT ASSEMBLY PER CFPUA DETAIL W-9 12"X8" TEE TO PROPOSED 8" TERMINAL LATERAL 90° BEND 90° BEND 90° BEND SEE PLUMBING PLANS FOR CONNECTION TO TERMINAL SEE PLUMBING PLANS (VOLUME 1) FOR CONNECTION TO GARAGE 12"X6" TEE, 6" VALVE, AND 6" HYDRANT ASSEMBLY PER CFPUA DETAIL W-9 INSTALL PROPOSED HYDRANT TO PREVIOUSLY CONSTRUCTED 6" HYDRANT LATERAL 12" TEE TO CONNECT TO EXISTING 12" WATER LINE 22.5° BEND 12" TEE 45° BEND 45° BEND CROSS UNDER PROPOSED TUNNEL PER CFPUA DETAIL WS-10 ADJUST TO THE FINISHED GRADE REMOVE AND REINSTALL EXISTING HYDRANT REMOVE EXISTING VALVE M W 2" SADDLE AND VALVE REDUCED TO 1" METER AND SERVICE LINE PER CFPUA STANDARD DETAIL W-12 1" WATER SUPPLY FOR FOUNTAIN EQUIPMENT ROOM 1" DOUBLE CHECK VALVE ASSEMBLY AND ENCLOSURE PER CFPUA DETAIL EM-2 (TO BE APPROVED BY CFPUA COMMUNITY COMPLIANCE) SA N SA N SA N 6" HYDRANT LATERAL PREVIOUSLY CONSTRUCTED IN PHASE 1B CONTRACTOR TO COORDINATE METER RECONNECTION AND TEMPORARY METERING WITH PIEDMONT NATURAL GAS S © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 9 4 2 2 0 \ I L M B P 3 C U - 0 0 0 - 0 0 6 - L A Y E R U P D A T E . d w g Pl o t t e d b y : Ta y l o r T h o m a s Pl o t t e d o n : 6/ 2 3 / 2 0 2 5 3 : 4 9 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: KEYMAP SHEET MUST BE PRINTED IN COLOR PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: X X X X XX X X X GATE FENC E 5' SI D E W A L K XX DN 1 2 3 4 FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 CU-102A SITE UTILITY PLAN AREA 2 (WATER) TAT TAT AGS MATCHLINE SEE CU-103 MA T C H L I N E S E E C U - 1 0 4 MATCHLINE SEE CU-101 LEGEND NOTES PROPOSED DOUBLE CHECK VALVE ASSEBMLY PROPOSED FIRE HYDRANT PROPOSED SEWER CLEANOUT PROPOSED GAS PROPOSED SANITARY SEWER PROPOSED WATER EXISTING SEWER MANHOLE EXISTING STORM INLET EXISTING STORM EXISTING GAS EXISTING SANITARY SEWER EXISTING FIRE HYDRANT EXISTING VALVE EXISTING WATER PROPOSED WATER METER PROPOSED STORM PROPOSED VALVE UTILITY TO BE RELOCATED PROPOSED SEWER MANHOLE GAS W SAN S GAS W SAN M S 1.ALL UTILITY LOCATIONS TO BE VERIFIED BY CONTRACTOR. 2.EXISTING INFORMATION IS BASED ON: 2.a.JULY 15, 2022 AND JANUARY 12, 2024 SURVEY 2.b.LOT F IS BASED ON OCTOBER 2023 CAD FILE RECEIVED FROM ILM CONSULTANT. 3.WATER MAIN AND SANITARY SEWER UTILITIES SHALL MEET CAPE FEAR PUBLIC UTILITY AUTHORITY (CFPUA) REQUIREMENTS. SEE SPECIAL PROVISIONS. 4.ALL STEEL CASING FOR UTILITY PROTECTIONS SHALL EXTEND A MINIMUM OF 3 FT BEYOND THE ACTIVE ROADWAY OR STRUCTURE UNLESS SPECIFIED OTHERWISE. 5.STEEL CASING LENGTHS ARE APPROXIMATE AND BASED ON BEST AVAILABLE UTILITY DATA. 6.STEEL CASINGS TO BE INSTALLED VIA OPEN CUT METHOD. 7.RESTRAINED FITTINGS SHALL BE INSTALLED ON ALL WATER FITTINGS, APPURTENANCES, AND PIPE JOINTS. 8.SEE SHEET CU-105 FOR UTILITY PROFILES, PIPE LENGTHS, AND BEND LOCATIONS. 9.CONTRACTOR SHALL COORDINATE THE PLACEMENT OF PROPOSED UTILITIES WITH THE SEGMENTED RETAINING WALL TO ALLOW TIME FOR SETTLEMENT OF WALL BACKFILL AND PREVENT UNDESIRED DEFLECTION IN NEW UTILITIES. X X X X X X X X X X X X X X X X X X FE N C E D P P P P P SA N I T A R Y S E W E R MA N H O L E RIM 4 2 . 3 1 IN V . 1 5 . 1 5 SA N I T A R Y S E W E R MA N H O L E RIM 3 0 . 6 8 IN V . 1 2 . 2 6 SA N I T A R Y S E W E R MA N H O L E RIM ( C O V E R E D ) IN V . ( C O V E R E D ) SA N I T A R Y S E W E R MA N H O L E RIM ( C O V E R E D ) IN V . ( C O V E R E D ) SA N I T A R Y S E W E R MA N H O L E RIM ( C O V E R E D ) IN V . ( C O V E R E D ) S A N S A N S A N 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 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 SAN SAN SAN SAN SAN S S S S S W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 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 W W W W W W W W W W W W W SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN S 8" V . C . P . 8" V . C . P . W W M W W W W W W W W W W W W W W W W W W W W W W W W W W 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 S S A N S A N S A N 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 SAN SAN SAN SAN W W W 0 0 0 + 1 00+2 00+3 00+ 4 00 + 5 00 + 6 00 + 7 00 + 8 00 + 0 00 + 1 00+2 00+ 3 00 + 4 00 + 5 00 + 6 00 + 7 00 + 10 00 + 11 00 + 12 00 + 13 00 + 14 00 + 15 00 + 16 00 + 17 00 + S W 6" C-900 PVC LATERAL W/ TRACER WIRE PER CFPUA DETAIL S-12 AND WS-6 SEWER LATERAL CLEANOUT PER CFPUA DETAIL S-13 6" LATERAL CONNECTION PER CFPUA DETAIL S-12 SEWER LATERAL CLEANOUT PER CFPUA DETAIL S-13 6" C-900 PVC LATERAL W/ TRACER WIRE PER CFPUA DETAIL S-12 AND WS-6 6" LATERAL CONNECTION PER CFPUA DETAIL S-12 PROPOSED MANHOLE MH 103 PROPOSED MANHOLE TO REPLACE EXISTING MH 101 EXISTING SANITARY SEWER TO BE ABANDONED EXISTING SANITARY SEWER TO BE ABANDONED COORDINATE WITH STRUCTURAL TO AVOID PILES. STEEL CASING TO EXTEND MIN. 3 FT BEYOND EDGE OF FOOTING. PROPOSED MANHOLE MH 102 SEE PLUMBING PLANS (VOLUME 1) FOR GARAGE CONNECTION STEEL CASING TO EXTEND MIN. 3 FT BEYOND EDGE OF TUNNEL.M W SA N SA N SA N SEWER LATERAL CLEANOUT PER CFPUA DETAIL S-13 4" C-900 PVC LATERAL W/ TRACER WIRE PER CFPUA DETAIL S-12 AND WS-6 4" LATERAL CONNECTION PER CFPUA DETAIL S-12 4" GRAVITY DRAIN LINE FOR FOUNTAIN EQUIPMENT ROOM S PROPOSED MANHOLE MH 104 © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 9 4 2 2 0 \ I L M B P 3 C U - 0 0 0 - 0 0 6 - L A Y E R U P D A T E . d w g Pl o t t e d b y : Ta y l o r T h o m a s Pl o t t e d o n : 6/ 2 3 / 2 0 2 5 3 : 4 9 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: KEYMAP SHEET MUST BE PRINTED IN COLOR PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: X X X X XX X X X GATE FENC E 5' SI D E W A L K XX DN 1 2 3 4 FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 LEGEND NOTES CU-102B SITE UTILITY PLAN AREA 2 (SANITARY SEWER) PROPOSED DOUBLE CHECK VALVE ASSEBMLY PROPOSED FIRE HYDRANT PROPOSED SEWER CLEANOUT PROPOSED GAS PROPOSED SANITARY SEWER PROPOSED WATER EXISTING SEWER MANHOLE EXISTING STORM INLET EXISTING STORM EXISTING GAS EXISTING SANITARY SEWER EXISTING FIRE HYDRANT EXISTING VALVE EXISTING WATER PROPOSED WATER METER PROPOSED STORM TAT TAT AGS PROPOSED VALVE UTILITY TO BE RELOCATED PROPOSED SEWER MANHOLE MATCHLINE SEE CU-103 MATCHLINE SEE CU-101 MA T C H L I N E S E E C U - 1 0 4 GAS W SAN S GAS W SAN M S 1.ALL UTILITY LOCATIONS TO BE VERIFIED BY CONTRACTOR. 2.EXISTING INFORMATION IS BASED ON: 2.a.JULY 15, 2022 AND JANUARY 12, 2024 SURVEY 2.b.LOT F IS BASED ON OCTOBER 2023 CAD FILE RECEIVED FROM ILM CONSULTANT. 3.WATER MAIN AND SANITARY SEWER UTILITIES SHALL MEET CAPE FEAR PUBLIC UTILITY AUTHORITY (CFPUA) REQUIREMENTS. SEE SPECIAL PROVISIONS. 4.ALL STEEL CASING FOR UTILITY PROTECTIONS SHALL EXTEND A MINIMUM OF 3 FT BEYOND THE ACTIVE ROADWAY OR STRUCTURE UNLESS SPECIFIED OTHERWISE. 5.STEEL CASING LENGTHS ARE APPROXIMATE AND BASED ON BEST AVAILABLE UTILITY DATA. 6.STEEL CASINGS TO BE INSTALLED VIA OPEN CUT METHOD. 7.RESTRAINED FITTINGS SHALL BE INSTALLED ON ALL WATER FITTINGS, APPURTENANCES, AND PIPE JOINTS. 8.SEE SHEET CU-105 FOR UTILITY PROFILES, PIPE LENGTHS, AND BEND LOCATIONS. 9.CONTRACTOR SHALL COORDINATE THE PLACEMENT OF PROPOSED UTILITIES WITH THE SEGMENTED RETAINING WALL TO ALLOW TIME FOR SETTLEMENT OF WALL BACKFILL AND PREVENT UNDESIRED DEFLECTION IN NEW UTILITIES. X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 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 XXXXXXXXXXXXXXXXXXXXXX T MH MH 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 S A N SA N I T A R Y S E W E R MA N H O L E RIM 2 9 . 9 1 IN V . 1 5 . 3 4 SA N I T A R Y S E W E R MA N H O L E RIM 3 1 . 9 9 IN V . 2 1 . 2 6 ( N ) IN V . 1 7 . 0 3 ( W ) SA N I T A R Y S E W E R MA N H O L E RIM 2 9 . 3 9 IN V . 2 3 . 3 5 SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN S S S 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 GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS W W W W W W W W W W W GAS GAS GAS GAS GAS GAS GAS GAS G G SAN SAN SAN SAN SAN SAN SAN SAN W W W SAN SAN SAN S W W W SAN SAN SAN SAN SAN SAN S A N S A N SAN S A N S A N W W W W W W W W W RIP - R A P W BA C K F L O W PR E V E N T E R WA T E R MET E R W W W W W W W W W WWWWW SA N SA N S 8 84 + 18 00 + 19 00 + 20 00+ 21 00+22 00+ 2 2 5 2 + ISOLATION VALVE ADJUST VALVE BOX TO GRADE ISOLATION VALVE ADJUST VALVE BOX TO GRADE ISOLATION VALVEIRRIGATION WELL TO BE ABANDONED ISOLATION VALVE ADJUST VALVE BOX TO GRADE IRRIGATION WELL TO BE ABANDONED W W RELOCATE EXISTING HYDRANT 45° BEND 45° BEND TIE INTO EXISTING LINE WITH PROPOSED 45° BEND AT EXISTING TEE WATER LINE TO BE REMOVED 12"X6" TEE, 6" VALVE, AND 6" HYDRANT ASSEMBLY PER CFPUA DETAIL W-9 12" X 6" TAPPING SLEEVE, 6" VALVE, AND 6" HYDRANT ASSEMBLY PER CFPUA DETAIL W-9 CROSS UNDER PROPOSED STORM PER CFPUA DETAIL WS-10 6" DOUBLE CHECK VALVE ASSEMBLY AND ENCLOSURE PER CFPUA DETAIL EM-2 (TO BE APPROVED BY CFPUA COMMUNITY COMPLIANCE) CONNECT TO 6" HYDRANT LATERAL PREVIOUSLY CONSTRUCTED IN PHASE 1B © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 9 4 2 2 0 \ I L M B P 3 C U - 0 0 0 - 0 0 6 - L A Y E R U P D A T E . d w g Pl o t t e d b y : Ta y l o r T h o m a s Pl o t t e d o n : 6/ 2 3 / 2 0 2 5 3 : 4 9 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: KEYMAP SHEET MUST BE PRINTED IN COLOR PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: X X X X XX X X X GATE FENC E 5' SI D E W A L K XX DN 1 2 3 4 FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 CU-103A SITE UTILITY PLAN AREA 3 (WATER) TAT TAT AGS MATCHLINE SEE CU-102 LEGEND NOTES PROPOSED DOUBLE CHECK VALVE ASSEBMLY PROPOSED FIRE HYDRANT PROPOSED SEWER CLEANOUT PROPOSED GAS PROPOSED SANITARY SEWER PROPOSED WATER EXISTING SEWER MANHOLE EXISTING STORM INLET EXISTING STORM EXISTING GAS EXISTING SANITARY SEWER EXISTING FIRE HYDRANT EXISTING VALVE EXISTING WATER PROPOSED WATER METER PROPOSED STORM PROPOSED VALVE UTILITY TO BE RELOCATED PROPOSED SEWER MANHOLE GAS W SAN S GAS W SAN M S 1.ALL UTILITY LOCATIONS TO BE VERIFIED BY CONTRACTOR. 2.EXISTING INFORMATION IS BASED ON: 2.a.JULY 15, 2022 AND JANUARY 12, 2024 SURVEY 2.b.LOT F IS BASED ON OCTOBER 2023 CAD FILE RECEIVED FROM ILM CONSULTANT. 3.WATER MAIN AND SANITARY SEWER UTILITIES SHALL MEET CAPE FEAR PUBLIC UTILITY AUTHORITY (CFPUA) REQUIREMENTS. SEE SPECIAL PROVISIONS. 4.ALL STEEL CASING FOR UTILITY PROTECTIONS SHALL EXTEND A MINIMUM OF 3 FT BEYOND THE ACTIVE ROADWAY OR STRUCTURE UNLESS SPECIFIED OTHERWISE. 5.STEEL CASING LENGTHS ARE APPROXIMATE AND BASED ON BEST AVAILABLE UTILITY DATA. 6.STEEL CASINGS TO BE INSTALLED VIA OPEN CUT METHOD. 7.RESTRAINED FITTINGS SHALL BE INSTALLED ON ALL WATER FITTINGS, APPURTENANCES, AND PIPE JOINTS. 8.SEE SHEET CU-105 FOR UTILITY PROFILES, PIPE LENGTHS, AND BEND LOCATIONS. 9.CONTRACTOR SHALL COORDINATE THE PLACEMENT OF PROPOSED UTILITIES WITH THE SEGMENTED RETAINING WALL TO ALLOW TIME FOR SETTLEMENT OF WALL BACKFILL AND PREVENT UNDESIRED DEFLECTION IN NEW UTILITIES. X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 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 XXXXXXXXXXXXXXXXXXXXXX T MH MH 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 S A N SA N I T A R Y S E W E R MA N H O L E RIM 2 9 . 9 1 IN V . 1 5 . 3 4 SA N I T A R Y S E W E R MA N H O L E RIM 3 1 . 9 9 IN V . 2 1 . 2 6 ( N ) IN V . 1 7 . 0 3 ( W ) SA N I T A R Y S E W E R MA N H O L E RIM 2 9 . 3 9 IN V . 2 3 . 3 5 SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN S S S 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 GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS W W W W W W W W W W W GAS GAS GAS GAS GAS GAS GAS GAS G G SAN SAN SAN SAN SAN SAN SAN SAN W W W SAN SAN SAN S W W W SAN SAN SAN SAN SAN SAN S A N S A N SAN S A N S A N W W W W W W W W W RIP - R A P W BA C K F L O W PR E V E N T E R WA T E R MET E R W W W W W W W W W WWWWW SA N SA N S 8 84 + 18 00 + 19 00 + 20 00+ 21 00+22 00+ 2 2 5 2 + W W PROPOSED MANHOLE MH 105 ADJUST MANHOLE TO GRADE EXISTING SANITARY SEWER TO BE ABANDONED © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 9 4 2 2 0 \ I L M B P 3 C U - 0 0 0 - 0 0 6 - L A Y E R U P D A T E . d w g Pl o t t e d b y : Ta y l o r T h o m a s Pl o t t e d o n : 6/ 2 3 / 2 0 2 5 3 : 4 9 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: KEYMAP SHEET MUST BE PRINTED IN COLOR PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: X X X X XX X X X GATE FENC E 5' SI D E W A L K XX DN 1 2 3 4 FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 CU-103B SITE UTILITY PLAN AREA 3 (SANITARY SEWER) TAT TAT AGS MATCHLINE SEE CU-102 LEGEND NOTES PROPOSED DOUBLE CHECK VALVE ASSEBMLY PROPOSED FIRE HYDRANT PROPOSED SEWER CLEANOUT PROPOSED GAS PROPOSED SANITARY SEWER PROPOSED WATER EXISTING SEWER MANHOLE EXISTING STORM INLET EXISTING STORM EXISTING GAS EXISTING SANITARY SEWER EXISTING FIRE HYDRANT EXISTING VALVE EXISTING WATER PROPOSED WATER METER PROPOSED STORM PROPOSED VALVE UTILITY TO BE RELOCATED PROPOSED SEWER MANHOLE GAS W SAN S GAS W SAN M S 1.ALL UTILITY LOCATIONS TO BE VERIFIED BY CONTRACTOR. 2.EXISTING INFORMATION IS BASED ON: 2.a.JULY 15, 2022 AND JANUARY 12, 2024 SURVEY 2.b.LOT F IS BASED ON OCTOBER 2023 CAD FILE RECEIVED FROM ILM CONSULTANT. 3.WATER MAIN AND SANITARY SEWER UTILITIES SHALL MEET CAPE FEAR PUBLIC UTILITY AUTHORITY (CFPUA) REQUIREMENTS. SEE SPECIAL PROVISIONS. 4.ALL STEEL CASING FOR UTILITY PROTECTIONS SHALL EXTEND A MINIMUM OF 3 FT BEYOND THE ACTIVE ROADWAY OR STRUCTURE UNLESS SPECIFIED OTHERWISE. 5.STEEL CASING LENGTHS ARE APPROXIMATE AND BASED ON BEST AVAILABLE UTILITY DATA. 6.STEEL CASINGS TO BE INSTALLED VIA OPEN CUT METHOD. 7.RESTRAINED FITTINGS SHALL BE INSTALLED ON ALL WATER FITTINGS, APPURTENANCES, AND PIPE JOINTS. 8.SEE SHEET CU-105 FOR UTILITY PROFILES, PIPE LENGTHS, AND BEND LOCATIONS. 9.CONTRACTOR SHALL COORDINATE THE PLACEMENT OF PROPOSED UTILITIES WITH THE SEGMENTED RETAINING WALL TO ALLOW TIME FOR SETTLEMENT OF WALL BACKFILL AND PREVENT UNDESIRED DEFLECTION IN NEW UTILITIES. XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX C P SAN SA N SAN SA N SAN SA N SAN SA N SA N I T A R Y S E W E R MA N H O L E RIM 2 6 . 5 6 IN V . s e a l e d SA N I T A R Y S E W E R MA N H O L E RIM 2 4 . 2 9 IN V . s e a l e d 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 S S S W W W W W W W W W W W GAS GAS GAS GAS GAS GAS GAS GAS GAS W W W W © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 9 4 2 2 0 \ I L M B P 3 C U - 0 0 0 - 0 0 6 - L A Y E R U P D A T E . d w g Pl o t t e d b y : Ta y l o r T h o m a s Pl o t t e d o n : 6/ 2 3 / 2 0 2 5 3 : 4 9 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: KEYMAP SHEET MUST BE PRINTED IN COLOR PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: X X X X XX X X X GATE FENC E 5' SI D E W A L K XX DN 1 2 3 4 FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 NO UTILITY WORK THIS PAGE CU-104 SITE UTILITY PLAN AREA 4 TAT TAT AGS MA T C H L I N E S E E C U - 1 0 1 MA T C H L I N E S E E C U - 1 0 2 LEGEND NOTES PROPOSED DOUBLE CHECK VALVE ASSEBMLY PROPOSED FIRE HYDRANT PROPOSED SEWER CLEANOUT PROPOSED GAS PROPOSED SANITARY SEWER PROPOSED WATER EXISTING SEWER MANHOLE EXISTING STORM INLET EXISTING STORM EXISTING GAS EXISTING SANITARY SEWER EXISTING FIRE HYDRANT EXISTING VALVE EXISTING WATER PROPOSED WATER METER PROPOSED STORM PROPOSED VALVE UTILITY TO BE RELOCATED PROPOSED SEWER MANHOLE GAS W SAN S GAS W SAN M S 1.ALL UTILITY LOCATIONS TO BE VERIFIED BY CONTRACTOR. 2.EXISTING INFORMATION IS BASED ON: 2.a.JULY 15, 2022 AND JANUARY 12, 2024 SURVEY 2.b.LOT F IS BASED ON OCTOBER 2023 CAD FILE RECEIVED FROM ILM CONSULTANT. 3.WATER MAIN AND SANITARY SEWER UTILITIES SHALL MEET CAPE FEAR PUBLIC UTILITY AUTHORITY (CFPUA) REQUIREMENTS. SEE SPECIAL PROVISIONS. 4.ALL STEEL CASING FOR UTILITY PROTECTIONS SHALL EXTEND A MINIMUM OF 3 FT BEYOND THE ACTIVE ROADWAY OR STRUCTURE UNLESS SPECIFIED OTHERWISE. 5.STEEL CASING LENGTHS ARE APPROXIMATE AND BASED ON BEST AVAILABLE UTILITY DATA. 6.STEEL CASINGS TO BE INSTALLED VIA OPEN CUT METHOD. 7.RESTRAINED FITTINGS SHALL BE INSTALLED ON ALL WATER FITTINGS, APPURTENANCES, AND PIPE JOINTS. 8.SEE SHEET CU-105 FOR UTILITY PROFILES, PIPE LENGTHS, AND BEND LOCATIONS. 9.CONTRACTOR SHALL COORDINATE THE PLACEMENT OF PROPOSED UTILITIES WITH THE SEGMENTED RETAINING WALL TO ALLOW TIME FOR SETTLEMENT OF WALL BACKFILL AND PREVENT UNDESIRED DEFLECTION IN NEW UTILITIES. PROFILE VIEW OF WATER 1 FROM 0+00 TO 12+00 10 20 30 40 50 10 20 30 40 50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 PROFILE VIEW OF WATER 1 FROM 12+00 TO 23+00 10 20 30 40 50 10 20 30 40 50 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 ST A T I O N = 0 + 0 0 45 ° B E N D PI P E C L . : 2 5 . 1 6 PROPOSED 12" DIP WATERMAIN ST A T I O N = 0 + 3 6 90 ° B E N D PI P E C L . : 2 5 . 1 0 ST A T I O N = 8 + 3 2 90 ° B E N D PI P E C L . : 2 4 . 6 5 ST A T I O N = 8 + 7 0 90 ° B E N D PI P E C L . : 2 7 . 0 0 ST A T I O N = 1 9 + 6 4 45 ° B E N D PI P E C L . : 2 6 . 3 6 ST A T I O N = 2 0 + 7 3 45 ° B E N D PI P E C L . : 2 5 . 4 5 ST A T I O N = 1 4 + 2 8 22 . 5 0 ° B E N D PI P E C L . : 3 5 . 4 5 ST A T I O N = 2 0 + 0 3 11 . 2 5 ° B E N D PI P E C L . : 2 5 . 5 0 ST A T I O N = 1 3 + 7 1 45 ° B E N D PI P E C L . : 2 7 . 0 0 ST A T I O N = 1 3 + 7 4 45 ° B E N D PI P E C L . : 2 5 . 1 6 ST A T I O N = 1 4 + 1 7 22 . 5 0 ° B E N D PI P E C L . : 2 5 . 1 6 B/ TUNNEL: 27.7' ST A T I O N = 1 4 + 3 4 12 " G A T E V A L V E PI P E C L : 3 5 . 4 5 ST A T I O N = 1 3 + 6 5 12 " G A T E V A L V E PI P E C L : 2 7 . 0 0 ST A T I O N = 6 + 5 8 12 I N X 1 2 I N X 6 I N T E E PI P E C L . : 2 3 . 4 5 ST A T I O N = 1 1 + 1 6 12 I N X 1 2 I N X 1 2 I N T E E PI P E C L . : 2 7 . 0 0 ST A T I O N = 1 2 + 8 6 12 I N X 1 2 I N X 6 I N T E E PI P E C L . : 2 7 . 0 0 ST A T I O N = 1 3 + 5 9 12 I N X 1 2 I N X 8 I N T E E PI P E C L . : 2 7 . 0 0 ST A T I O N = 1 6 + 6 2 12 I N X 1 2 I N X 6 I N T E E PI P E C L . : 3 5 . 4 5 ST A T I O N = 1 7 + 3 0 12 I N X 1 2 I N X 1 2 I N T E E PI P E C L . : 3 5 . 4 5 ST A T I O N = 1 9 + 3 0 12 I N X 1 2 I N X 6 I N T E E PI P E C L . : 2 7 . 8 1 PROPOSED GRADE EXISTING GRADE PROPOSED GRADE EXISTING GRADE 36 LF OF 18" STEEL CASING ST A T I O N = 2 + 6 0 90 ° B E N D PI P E C L . : 2 4 . 5 5 ST A T I O N = 3 + 4 3 90 ° B E N D PI P E C L . : 2 2 . 2 6 ST A T I O N = 3 + 9 6 90 ° B E N D PI P E C L . : 2 2 . 5 6 2" TAP AND SADDLE CONNECTION 9 LF OF 18" STEEL CASING ST A T I O N = 2 1 + 1 2 12 " G A T E V A L V E PI P E C L : 2 5 . 4 5 ST A T I O N = 2 1 + 1 8 22 . 5 0 ° B E N D PI P E C L . : 2 5 . 4 5 ST A T I O N = 2 1 + 2 2 22 . 5 0 ° B E N D PI P E C L . : 2 2 . 7 0 ST A T I O N = 2 1 + 4 3 22 . 5 0 ° B E N D PI P E C L . : 2 2 . 7 0 ST A T I O N = 2 1 + 4 9 22 . 5 0 ° B E N D PI P E C L . : 2 7 . 1 0 ST A T I O N = 2 2 + 4 9 45 ° B E N D PI P E C L . : 2 7 . 1 0 PRO P O S E D 1 2 " D I P W A T E R M A I N ST A T I O N = 0 + 3 1 12 I N X 1 2 I N X 6 I N T E E PI P E C L . : 2 5 . 1 0 1. 6 8 ' 1. 5 6 ' 3. 9 3 ' 1. 8 6 ' 8. 8 4 ' 10 . 3 1 ' 4. 1 5 ' 1. 7 3 ' 5. 2 9 ' 1. 6 6 ' 1. 9 0 ' 1. 7 8 ' ST A T I O N = 2 1 + 5 4 12 " G A T E V A L V E PI P E C L : 2 7 . 1 0 1. 8 0 ' 2. 2 5 ' 2. 3 3 ' 6" CROSSING PIPE INV. EL. 28.22 15" CROSSING PIPE INV. EL. 36.58 4" CROSSING PIPE INV. EL. 21.61 4" CROSSING PIPE INV. EL. 25.11 8" CROSSING PIPE INV. EL. 17.38 15" CROSSING PIPE INV. EL. 37.84 15" CROSSING PIPE INV. EL. 38.08 18" CROSSING PIPE INV. EL. 29.92 18" CROSSING PIPE INV. EL. 28.02 24" CROSSING PIPE INV. EL. 25.25 6" CROSSING PIPE INV. EL. 29.87 6" CROSSING PIPE INV. EL. 31.01 © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 9 4 2 2 0 \ I L M B P 3 C U - 0 0 0 - 0 0 6 - L A Y E R U P D A T E . d w g Pl o t t e d b y : Ta y l o r T h o m a s Pl o t t e d o n : 6/ 2 3 / 2 0 2 5 3 : 4 9 P M AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 CU-105A WATER UTILITY PROFILES TAT TAT AGS SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 1055 5 VERT. SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 1005050 50 HORIZ. PROFILE VIEW OF SEWER 1 FROM 0+00 TO 9+00 5 10 20 30 40 50 5 10 20 30 40 50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 48 " P R E C A S T C O N C R E T E RI M : 4 2 . 8 4 DE P T H : 2 1 . 6 2 ' ST A : 3 + 7 8 INV I N : 2 1 . 4 2 - 8 " IN V O U T : 2 1 . 2 2 - 8 " MH 1 0 3 48 " P R E C A S T C O N C R E T E RI M : 4 0 . 9 0 DE P T H : 1 4 . 2 2 ' ST A : 8 + 8 4 IN V O U T : 2 6 . 6 8 - 8 " MH 1 0 5 48 " P R E C A S T C O N C R E T E RI M : 2 9 . 9 2 DE P T H : 1 7 . 6 6 ' ST A : 0 + 0 0 INV I N : 1 2 . 3 6 - 8 " INV I N : 1 2 . 3 6 - 8 " IN V O U T : 1 2 . 2 6 - 8 " MH 1 0 1 48 " P R E C A S T C O N C R E T E RI M : 2 9 . 8 8 DE P T H : 1 5 . 6 9 ' ST A : 0 + 9 1 INV I N : 1 4 . 3 9 - 8 " IN V O U T : 1 4 . 1 9 - 8 " MH 1 0 2 91 LF OF 8" @ 2 . 0 0 % 287 LF OF 8 " @ 2 . 3 8 % 248 LF OF 8" @ 1.00% B/ FND: 24.2' B/ TUNNEL: 27.7' PROPOSED GRADE EXISTING GRADE 14 LF OF 16" STEEL CASING 36 LF OF 16" STEEL CASING 2. 9 4 ' 4. 0 0 ' 4. 0 1 ' 16 . 2 8 ' 15 . 6 0 ' 3. 8 8 ' 13 . 7 0 ' 6" CROSSING PIPE INV. EL. 30.12 6" CROSSING PIPE INV. EL. 31.37 15" CROSSING PIPE INV. EL. 20.19 4" CROSSING PIPE INV. EL. 24.84 6" CROSSING PIPE INV. EL. 29.64 15" CROSSING PIPE INV. EL. 37.94 15" CROSSING PIPE INV. EL. 38.35 12" CROSSING PIPE INV. EL. 38.11 12" CROSSING PIPE INV. EL. 38.15 12" CROSSING PIPE INV. EL. 26.50 12" CROSSING PIPE INV. EL. 22.15 258 LF OF 8" @ 1.00% 48 " P R E C A S T C O N C R E T E RI M : 4 3 . 0 7 DE P T H : 1 9 . 1 7 ' ST A : 6 + 2 6 INV I N : 2 4 . 1 0 - 8 " IN V O U T : 2 3 . 9 0 - 8 " MH 1 0 4 © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 9 4 2 2 0 \ I L M B P 3 C U - 0 0 0 - 0 0 6 - L A Y E R U P D A T E . d w g Pl o t t e d b y : Ta y l o r T h o m a s Pl o t t e d o n : 6/ 2 3 / 2 0 2 5 3 : 5 0 P M AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 CU-105B SEWER UTILITY PROFILES TAT TAT AGS SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 1055 5 VERT. SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 1005050 50 HORIZ. © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 9 4 2 2 0 \ I L M B P 3 C U - 0 0 0 - 0 0 6 - L A Y E R U P D A T E . d w g Pl o t t e d b y : Ta y l o r T h o m a s Pl o t t e d o n : 6/ 2 3 / 2 0 2 5 3 : 5 0 P M AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 CU-106 UTILITY DETAILS I TAT TAT AGS © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 9 4 2 2 0 \ I L M B P 3 C U - 0 0 0 - 0 0 6 - L A Y E R U P D A T E . d w g Pl o t t e d b y : Ta y l o r T h o m a s Pl o t t e d o n : 6/ 2 3 / 2 0 2 5 3 : 5 0 P M AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 CU-107 UTILITY DETAILS II TAT TAT AGS 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) ABBREVIATIONS AWG - AMERICAN WIRE GAUGE CE -CONCRETE ENCASED CL -CENTERLINE DB -DIRECTIONAL BORED DD - DIRECTIONAL DRILL DEB -DIRECT EARTH BURIED DIA - DIAMETER DMX - VENDOR SPECIFIC CABLE FOR LANDSCAPE LIGHTING EOP - EDGE OF PAVEMENT KV - KILOVOLT MAX - MAXIMUM MIN - MINIMUM MPZ - MINI POWER-ZONE NIS -NOT IN SURVEY PVC - POLYVINYL CHLORIDE RGS - RIGID GALVANIZED STEEL RPR -RESIDENT PROJECT REPRESENTATIVE TYP - TYPICAL UNO - UNLESS NOTED OTHERWISE 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 4000 PSI 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. 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 ELECTRICAL EQUIPMENT (I.E., SECURITY CAMERAS, ARM GATES, AND/OR TICKET SPITTERS) SHALL BE CAREFULLY REMOVED AND TURNED OVER TO THE OWNER. ALL DEMOLISHED CABLES, DUCTS, CONDUITS, CONCRETE PADS, MANHOLES, ETC., SHALL BE PROPERLY AND LEGALLY DISPOSED OF OFF THE AIRPORT PROPERTY BY THE CONTRACTOR. ALL MATERIAL WANTED BY THE OWNER SHALL BE TRANSPORTED AND DELIVERED TO A LOCATION ON AIRPORT PROPERTY AS DIRECTED BY THE RPR. 15.IT SHALL BE THE CONTRACTORS' RESPONSIBILITY TO DETERMINE THAT ALL CIRCUITS, EXCEPT THOSE THAT ARE SERVING CLOSED GATES, STREETS, OR PARKING LOTS ARE COMPLETELY OPERATIONAL AT THE END OF EACH WORK SHIFT AND SHALL SO CERTIFY TO THE OWNER BEFORE THE END OF EACH SHIFT. THE CONTRACTOR SHALL NOT LEAVE THE WORK SITE UNTIL CIRCUIT OPERATION HAS BEEN CONFIRMED BY THE OWNER. 16.LOCATE AND UTILIZE EXISTING DUCTS WHERE POSSIBLE. MANDREL EXISTING DUCTS TO DETERMINE ACCEPTABILITY FOR USE. THE COST OF 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 SPLICES BETWEEN SMALLER AND LARGER CABLE, USE INLINE SPLICE KIT RATED FOR UNDERGROUND USE. PROPOSED ELECTRICAL ITEMS ITEM DESCRIPTION PROPOSED STREET LIGHT POLE WITH ONE ACORN LIGHT FIXTURE. # = TYPE OF FIXTURE. SEE FIXTURE SCHEDULE, SHEET E-304. PROPOSED STREET LIGHT POLE WITH ONE LIGHT FIXTURE. # = TYPE OF FIXTURE. SEE FIXTURE SCHEDULE, SHEET E-304. PROPOSED STREET LIGHT POLE WITH TWO LIGHT FIXTURES. # = TYPE OF FIXTURE. SEE FIXTURE SCHEDULE, SHEET E-304. HEAVY DUTY H-20 TRAFFIC RATED POWER HANDHOLE COMPLETE AND INSTALLED WITH ALL APPURTENANCES. P = POWER, C = COMM. 10'x'10' DUKE ENERGY MANHOLE COMPLETE AND INSTALLED WITH ALL APPURTENANCES UTILITY TRANSFORMER DUKE ENERGY SWITCH CABINET POLYMER CONCRETE TIER 22 TRAFFIC RATED JUNCTION BOX CONDUIT CAP PROPOSED SECURITY CAMERA MOUNTED ON NEW OR EXISTING LIGHT POLE. SEE SECURITY PLANS FOR MORE INFORMATION 1 WAY SCHEDULE 40 PVC CONDUIT, DIRECT EARTH BURIED. Y" = DIAMETER OF CONDUIT IN INCHES. C = CONDUIT. PROPOSED ELECTRICAL DUCT BANK. SCHEDULE 40 PVC, CONCRETE ENCASED. X=NUMBER OF CONDUITS IN DUCT, Y=DIAMETER OF CONDUITS IN INCHES. # # # P C D T S Y" C X-Y" EXISTING ELECTRICAL ITEMS ITEM DESCRIPTION EXISTING STREET LIGHT POLE WITH ONE ACORN LIGHT FIXTURE. EXISTING SIDEWALK LIGHTING BOLLARD EXISTING STREET LIGHT POLE WITH TWO LIGHT FIXTURES. EXISTING STREET LIGHT POLE WITH THREE LIGHT FIXTURES. EXISTING POWER HANDHOLE EXISTING COMMUNICATIONS HANDHOLE EXISTING UTILITY TRANSFORMER EXISTING DUKE ENERGY SWITCH CABINET EXISTING DUKE MANHOLE EXISTING VARIABLE MESSAGE SIGN EXISTING GATE EXISTING GATE OPERATOR EXISTING TICKET SPITTER EXISTING ELECTRICAL POLE EXISTING POWER LINE EXISTING OVERHEAD POWER LINE P C T S D VMS G OHOHOHOH NOTES: © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : c: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 1 \ I L M B P 3 - E 0 0 1 . d w g Pl o t t e d b y : Ji m m y W a g n e r Pl o t t e d o n : 6/ 2 3 / 2 0 2 5 1 2 : 0 9 P M AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 E-001 ALK RJW JTW ELECTRICAL LEGEND AND GENERAL NOTES 12/7/2024 X X X X X X X X X X X X X X X X X X X 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 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X GA T E FE N C E XXXXXXXX XX XX XXXXXX XX XX XX XX XX XX XX XX XX XX XX 4 1 2 3 X X X T OH OH OH OH OH C OH OH OH OH OH OH OH OH OH O H OH OH EMERG E N C Y A C C E S S R O A D LOT B TERMINAL LONG TERM LOT D AIRPORT BLVD AIR P O R T P A R K I N G L O T ARF F A C C E S S R O A D ECONOMY A I R P O R T B L V D AIRPO R T B L V D LOT A © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : c: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 1 \ I L M B P 3 - E D 1 0 0 . d w g Pl o t t e d b y : Ji m m y W a g n e r Pl o t t e d o n : 6/ 2 3 / 2 0 2 5 1 2 : 0 9 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 200100100 100 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 ED-100 ALK RJW JTW ELECTRICAL DEMOLITION OVERALL PLAN P C T G TS 1.SEE SHEET E-001 FOR LEGEND AND GENERAL NOTES. 2.CIVIL DEMOLITION SHOWN FOR INFORMATION ONLY, SEE CIVIL PLANS FOR CIVIL DEMOLITION LEGEND AND LIMITS. EXISTING ONE ACORN LIGHT FIXTURE EXISTING TWO LIGHT FIXTURE EXISTING THREE LIGHT FIXTURE EXISTING SIDEWALK LIGHTING BOLLARD EXISTING POWER HANDHOLE EXISTING COMMUNICATIONS HANDHOLE EXISTING UTILITY TRANSFORMER EXISTING GATE EXISTING TICKET SPITTER CIVIL DEMOLITION SEE NOTE 2 1 THE FEEDER CIRCUIT TO EXISTING LIGHT FIXTURE/PARKING LOT EQUIPMENT IS UNKNOWN. CONTRACTOR SHALL FIELD VERIFY THE EXISTING FEEDER(S) PRIOR TO THE START OF CONSTRUCTION. REMOVE AND PROPERLY STORE EXISTING LIGHT POLE AND LIGHT FIXTURE. EXISTING FOUNDATION TO BE DEMOLISHED. EXISTING LIGHT POLE AND LIGHT FIXTURE TO BE INSTALLED AT NEW LOCATION ON NEW FOUNDATION. SEE E-200 SERIES FOR MORE INFORMATION. 2 NOTES KEY NOTES LEGEND LOT B LOT A TRADE W I N D S 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 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 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X P P P P P C P RPLW-1,3,5 2-4"C 2-4"C 2-4" 2"C 2"C SPARE RPLW-13,15,17 1 1/2"C 3"C 2-2 " C 2- 2 " C 2- 2 " C 2-2 " C 1"C MDPW-55,57,59 (REMOVE CABLE) MDPW-55, 57, 59 1"C 2"C 1"C 2"C 2" C 1" C 1" C SPARE 1"C SPARE RPLW-1,3,5 2"C MDPW-28,30 2-4" C RPLW-20,22,24 2"C SPARE MPZM1 1-48 FOC-A 1-48 FOC-B 2-4" C P P 1" C 2-4"C C 2"C 2"C 2"C 2"C RPLW-1,3,5 RPLW-1,3,5 RPLW-1,3,5 RPLW-1,3,5 2"C RPLW-1,3,5 2"C 2"C RPLW-13,15,17 RPLW-13,15,17 1" C 2-4" C 2-4" C 2" C 2" C RPLW-13,15,17 RPLW-26,28,30 RPLW-20,22,24 2"C 1-6 FOC 1"C 1" C 1" C 1" C 1"C 1-6 STRAND FOC MPZW-9 RD-DIR.010 G G G G G TS TS TS TS TS C C RPL - 2, 4 THRU RELAY 8 RPL - 6, 2 THRU RELAY 8 RPL - 4, 6 THRU RELAY 8 RPL - 2, 4 THRU RELAY 7 RPL - 4, 6 THRU RELAY 7 EXISTING WELL PUMP P RPLW- 13,15,17 EXISTING ENTRANCE / EXIT GATE EXISTING ENTRANCE / EXIT GATE PROTECT EXISTING DUCTS IN PLACE RPLW- 20,22,24 MPZW-9 RPLW-20,22,24 MDPW-28,30 MDPW-55,57,59 A B C D COMM.POWER SECTION C-C A.2-6 FOC B.SPARE C.MPZW-9 RPLW-20,22,24 D.MDPW-28,30 MDPW-55,57,59 MDPW-55,57,59 (REMOVE CABLE) 2-6 STRAND FOC RPLW-1,3,5 RPLW-13,15,17 MDPW-18,20,22 RPLW-1,3,5 RPLW-13,15,17 MDPW-18,20,22 (REMOVE CABLE) (REMOVE CABLE) RPLW-13,15,17 MDPW-18,20,22(REMOVE CABLE) RPLW-13,15,17 MDPW-18,20,22 (REMOVE CABLE) RPLW-13,15,17 MDPW-18,20,22 (REMOVE CABLE) RPLW-13,15,17 MDPW-18,20,22 (REMOVE CABLE) 1 1 1 1 1 © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : c: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 1 \ I L M B P 3 - E D 1 0 0 . d w g Pl o t t e d b y : Ji m m y W a g n e r Pl o t t e d o n : 6/ 2 3 / 2 0 2 5 1 2 : 0 9 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: KEYMAP PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: X X X X XX X X X GATE FENC E 5' SI D E W A L K XX DN 1 2 3 4 FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 ED-101 ALK RJW JTW ELECTRICAL DEMOLITION PLAN (SHEET 1 OF 4) MATCHLINE SEE ED-102 MA T C H L I N E S E E ED - 1 0 4 P C T G TS 1.SEE SHEET E-001 FOR LEGEND AND GENERAL NOTES. 2.CIVIL DEMOLITION SHOWN FOR INFORMATION ONLY, SEE CIVIL PLANS FOR CIVIL DEMOLITION LEGEND AND LIMITS. EXISTING ONE ACORN LIGHT FIXTURE EXISTING TWO LIGHT FIXTURE EXISTING THREE LIGHT FIXTURE EXISTING SIDEWALK LIGHTING BOLLARD EXISTING POWER HANDHOLE EXISTING COMMUNICATIONS HANDHOLE EXISTING UTILITY TRANSFORMER EXISTING GATE EXISTING TICKET SPITTER CIVIL DEMOLITION SEE NOTE 2 1 THE FEEDER CIRCUIT TO EXISTING LIGHT FIXTURE/PARKING LOT EQUIPMENT IS UNKNOWN. CONTRACTOR SHALL FIELD VERIFY THE EXISTING FEEDER(S) PRIOR TO THE START OF CONSTRUCTION. REMOVE AND PROPERLY STORE EXISTING LIGHT POLE AND LIGHT FIXTURE. EXISTING FOUNDATION TO BE DEMOLISHED. EXISTING LIGHT POLE AND LIGHT FIXTURE TO BE INSTALLED AT NEW LOCATION ON NEW FOUNDATION. SEE E-200 SERIES FOR MORE INFORMATION. 2 NOTES KEY NOTES LEGEND X X X X X X X X X X X X X X X X X X FE N C 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 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X P P C P C C RPLW-13,15,17 RPLW-13,15,17 RPLW-13,15,17 RPLW-13,15,17 RPLW-13,15,17 RPLW-13,15,17 1"C 1 1/2"C 1 1/2"C 2- 2 " C 1W 2 " D . B . 6 STRAND SINGLE MODE FOC MDPW-18,20,22 REMOVE TRANSFORMER, POWER PANEL AND COMM ENCLOSURE FOR TEMPORARY COVERED WALKWAY. 1"C 1" C 1" C 1" C 2- 4 " C 1 " C 1 " C 1" C 1" C 1" C 1" C 1" C 1" C 1" C 1" C 1" C 1" C 1" C 1" C 1" C 1" C 1" C 1" C 1" C 1" C 1" C 1" C 1"C 1"C 1 " C 1" C RPLW-20,22,24 RPLW-20,22,24 RPLW-26,28,30 RPLW-20,22,24 RPLW-20,22,24 RPLW-20,22,24 SPARE SPARE SPARE RPLW-26,28,30 RPLW-26,28,30 RPLW-26,28,30 RPLN-7,9,11 RPLW-20,22,24 RPLN-7,9,11 RPLN-7,9,11 RPLN-13,15,17 RPLN-7,9,11 RPLN-7,9,11 2-4"C 2-4"C 2- 4 " C 2- 4 " C RPLW-26,28,30 RPLN-7,9,11 2-4"C 2-4"C 2-48 FOC-A 2-48 FOC-B 1-48 FOC-A 1-48 FOC-B 2-4"C SECTION E-E P 1" C 4- 4 " C 4- 4 " C 2 " C 2" C 2" C 2" C 2" C P RPLW-13,15,17 P 2" C RPLW-13,15,17 2" C RPLW-20,22,24 1 1/2" C RPLW-13,15,17 RPLW-13,15,17 RPLW-13,15,17 RPLW-13,15,17 RPLW-13,15,17 SPARE RPLW-20,22,24 RPLW-20,22,24 RPLN-7,9,11 RPLN-13,15,17 SPARE T GE N D G G G G G TS TS TS TS TS P GE N TC D T C C G G G 2" D . B . 2" D . B . 2" D . B . 2" D . B . C1 RPLW-20,22,24 P PROTECT EXISTING DUKE AND AT&T MANHOLES/ DUCTS IN PLACE EXISTING TERMINAL BUILDING PROTECT EXISTING DUKE AND AT&T MANHOLES/ DUCTS IN PLACE PROTECT EXISTING DUCTS IN PLACE RPLW-20,22,24 (REMOVE CABLE) RPLW-20,22,24 (REMOVE CABLE) PP 4-4"C P3 P4 P5 P REMOVE GATE ARMS AND TICKET SPITTERS RPLW-13,15,17 MDPW-18,20,22 2-48 FOC-A 2-48 FOC-B TO BUILDING MANAGEMENT ROOM - LOWER LEVEL MDPN-19,21 MDPN-1,3,5 MDPN-15,17 MDPN-1,3,5 SPARERPLN-7,9,11 MPZN-2 RPLN-7,9,11 RPLN-13,15,17 MPZN-2 1-48 FOC-A 1-48 FOC-B 1-48 FOC-A 1-48 FOC-B 1-48 FOC-A 1-48 FOC-B EXISTING EXIT PLAZA SHELTER EXISTING EXIT PLAZA BOX EXISTING 1-48 STRAND MULTI-MODE EXISTING GATE BOX EXISTING ENTRANCE PLAZA BOX EXISTING 1-48 STRAND MULTI-MODE 1-24 STRAND FOC MULTI-MODE G TS 111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : c: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 1 \ I L M B P 3 - E D 1 0 0 . d w g Pl o t t e d b y : Ji m m y W a g n e r Pl o t t e d o n : 6/ 2 3 / 2 0 2 5 1 2 : 0 9 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: KEYMAP PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: X X X X XX X X X GATE FENC E 5' SI D E W A L K XX DN 1 2 3 4 FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 ED-102 ALK RJW JTW ELECTRICAL DEMOLITION PLAN (SHEET 2 OF 4) MATCHLINE SEE ED-103 MATCHLINE SEE ED-101 MA T C H L I N E S E E ED - 1 0 4 P C T G TS 1.SEE SHEET E-001 FOR LEGEND AND GENERAL NOTES. 2.CIVIL DEMOLITION SHOWN FOR INFORMATION ONLY, SEE CIVIL PLANS FOR CIVIL DEMOLITION LEGEND AND LIMITS. EXISTING ONE ACORN LIGHT FIXTURE EXISTING TWO LIGHT FIXTURE EXISTING THREE LIGHT FIXTURE EXISTING SIDEWALK LIGHTING BOLLARD EXISTING POWER HANDHOLE EXISTING COMMUNICATIONS HANDHOLE EXISTING UTILITY TRANSFORMER EXISTING GATE EXISTING TICKET SPITTER CIVIL DEMOLITION SEE NOTE 2 1 THE FEEDER CIRCUIT TO EXISTING LIGHT FIXTURE/PARKING LOT EQUIPMENT IS UNKNOWN. CONTRACTOR SHALL FIELD VERIFY THE EXISTING FEEDER(S) PRIOR TO THE START OF CONSTRUCTION. REMOVE AND PROPERLY STORE EXISTING LIGHT POLE AND LIGHT FIXTURE. EXISTING FOUNDATION TO BE DEMOLISHED. EXISTING LIGHT POLE AND LIGHT FIXTURE TO BE INSTALLED AT NEW LOCATION ON NEW FOUNDATION. SEE E-200 SERIES FOR MORE INFORMATION. 2 NOTES KEY NOTES LEGEND M O D E R N A V I A T I O N A C C E S S R O A D ARF F A C C E S S R O A D AIR P O R T P A R K I N G L O T LOT E R E N T A L C A R L O T AIRPORT B O U L E V A R D DOLAN DRIVE X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 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 XXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X 2- 2 " C RPLN-7,9,11 RPLN-13,15,17 3-6 STRAND FOC 2- 4 " C 2- 4 " C 2-4"C 2-4"C 2-6 STRAND FOC 2-6 STRAND FOC 1-6 STRAND FOC 4- 4 " C 1 " C 1" C 1" C 1 " C RPLN-7,9,11 RPLN-7,9,11 1" C RPLN- 7,9,11 1" C 1" C 1"C RPLN-7,9,11 RPLW-13,15,17 2" C 2" C 1 1/2"C RPLW-13,15,17 RPLW-13,15,17 RPLW-13,15,17 RPLW-13,15,17 RPLN-13,15,17 RPLN-13,15,17 1"C 1"C P C P P P RPL-45,47 MDP-16,18 1-1"C MDP-16,18 RPL-45,47 MDP-16,18 1-1"C RPL-45,47 EXISTING ELECTRICAL AND COMM. RACK 1-1"C RPL-45,47 1-1"C RPL-45,47 1-1"C RPL-45,47 COMM. RACK 4-2"C 4-2"C 4-2"C 1-1" C 1-1" C CC C 2- 2 " C P C P1 P2 MDPN-1,3,5 1-48 FOC-A 1-48 FOC-B 1-48 FOC-A 1-48 FOC-B 1-48 FOC-A 1-48 FOC-B SPARE G TS EXISTING GATE ENCLOSURE ABANDONED 1-24 STRAND FOC 1 1 1 1 1 1 2 2 © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : c: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 1 \ I L M B P 3 - E D 1 0 0 . d w g Pl o t t e d b y : Ji m m y W a g n e r Pl o t t e d o n : 6/ 2 3 / 2 0 2 5 1 2 : 1 0 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: KEYMAP PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: X X X X XX X X X GATE FENC E 5' SI D E W A L K XX DN 1 2 3 4 FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 ED-103 ALK RJW JTW ELECTRICAL DEMOLITION PLAN (SHEET 3 OF 4) MATCHLINE SEE ED-102 P C T G TS 1.SEE SHEET E-001 FOR LEGEND AND GENERAL NOTES. 2.CIVIL DEMOLITION SHOWN FOR INFORMATION ONLY, SEE CIVIL PLANS FOR CIVIL DEMOLITION LEGEND AND LIMITS. EXISTING ONE ACORN LIGHT FIXTURE EXISTING TWO LIGHT FIXTURE EXISTING THREE LIGHT FIXTURE EXISTING SIDEWALK LIGHTING BOLLARD EXISTING POWER HANDHOLE EXISTING COMMUNICATIONS HANDHOLE EXISTING UTILITY TRANSFORMER EXISTING GATE EXISTING TICKET SPITTER CIVIL DEMOLITION SEE NOTE 2 1 THE FEEDER CIRCUIT TO EXISTING LIGHT FIXTURE/PARKING LOT EQUIPMENT IS UNKNOWN. CONTRACTOR SHALL FIELD VERIFY THE EXISTING FEEDER(S) PRIOR TO THE START OF CONSTRUCTION. REMOVE AND PROPERLY STORE EXISTING LIGHT POLE AND LIGHT FIXTURE. EXISTING FOUNDATION TO BE DEMOLISHED. EXISTING LIGHT POLE AND LIGHT FIXTURE TO BE INSTALLED AT NEW LOCATION ON NEW FOUNDATION. SEE E-200 SERIES FOR MORE INFORMATION. 2 NOTES KEY NOTES LEGEND A I R P O R T B L V D LOT F HEW L E T T 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 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X T C P C 2-4" C 1" C 1" C 2 - 4 " C 2- 4 " C 2- 4 " C 1" C 1" C 1"C 1" C 1" C 1" C 1" C 1" C 1" C 1" C 1 " C 1" C 1" C 1" C 1 " C 1" C 2"C 1"C 1"C 1" C 1"C 1"C 1" C 1" C 1 " C RPLW-20,22,24 RPLW-26,28,30 RPLW-20,22,24 RPLW-20,22,24 RPLW-20,22,24 SPARE RPLW-26,28,30 RPLW-26,28,30 SPARE RPLW-26,28,30 RPLW-26,28,30 RPLW-26,28,30 RPLN-7,9,11 RPLN-13,15,17 2- 4 " C 2-4" HDPE D.D. 4-4"C 4-4"C 4-4"C 2- 4 " C 2-4"C2-4"C 2-4"C 2"C MDPW-24,26 1-6 STRAND FOC 2"C 1-6 FOC RPLW-20,22,24 RPLW-26,28,30 4-4"C SPARE RPLN-7,9,11 2-4"C MPZF1 SPARE SPARE PP P C PROTECT EXISTING DUKE ENERGY IN PLACE PROTECT EXISTING DUKE ENERGY IN PLACE P P RPLW-20,22,24 RPLW-26,28,30 RPLW-26,28,30 RPLW-1,3,5 1 " C 1 " C D OH OH OH OH OH OH EP 1-1" C RPL - 41,43 4-2" C RPL-41,43 RPL-45,47 PROTECT DUKE ENERGY FEEDER IN PLACE 4-2" C RPL-41,43 RPL-45,47 4-2" C RPL-41,43 RPL-45,47 4-2" C RPL-41,43 RPL-45,47 4-2" C RPL-41,43 RPL-45,47 MDP-16,18 MDP-16,18 1 - 1" C RPL - 41, 43 PROTECT DUKE ENERGY FEEDER IN PLACE 1 - 1" C RPL - 41, 43 2 W 4 " 2W2" 4- 2 " C 4-2"C EXISTING DUKE ENERGY POLE MOUNTED TRANSFORMER P MPZM2 C 1" C 4-4"C 1-48 FOC-A 1-48 FOC-B EXISTING DUKE ENERGY FEEDER 1-48 FOC-A 1-48 FOC-B 1-6 FOC 1-48 FOC-A 1-48 FOC-B 1-48 FOC-A 1-48 FOC-B RPLW-20,22,24 RPLW-26,28,30 RPLW-20,22,24 RPLW-26,28,30 1-48 FOC-A 1-48 FOC-B 1-6 FOC MDPN-19,21 MDPN-1,3,5 MDPN-15,17 MDPN-19,21 RPLN-7,9,11 RPLN-13,15,17 MPZN-2 MDPN-1,3,5 MDPN-15,17 MDPN-19,21 RPLN-7,9,11 RPLN-13,15,17 MPZN-2 MDPN-1,3,5 MDPN-15,17 MDPN-19,21 RPLN-7,9,11 RPLN-13,15,17 MPZN-2 MDPN-1,3,5 MDPN-7,9 MDPN-15,17 MDPN-19,21 RPLN-7,9,11 RPLN-13,15,17 MPZN-2 RPLN-7,9,11 RPLN-13,15,17 RPLN-3 RPLN-1 RPLN-3 MDPN-11,13 RPLN-1 SEE SHEET E-306 FOR ELECTRICAL DEMOLITION OF EXISTING ENTRY PLAZA © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : c: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 1 \ I L M B P 3 - E D 1 0 0 . d w g Pl o t t e d b y : Ji m m y W a g n e r Pl o t t e d o n : 6/ 2 3 / 2 0 2 5 1 2 : 1 0 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: KEYMAP PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: X X X X XX X X X GATE FENC E 5' SI D E W A L K XX DN 1 2 3 4 FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 ED-104 ALK RJW JTW ELECTRICAL DEMOLITION PLAN (SHEET 4 OF 4) MA T C H L I N E S E E ED - 1 0 1 MA T C H L I N E S E E ED - 1 0 2 P C T G TS 1.SEE SHEET E-001 FOR LEGEND AND GENERAL NOTES. 2.CIVIL DEMOLITION SHOWN FOR INFORMATION ONLY, SEE CIVIL PLANS FOR CIVIL DEMOLITION LEGEND AND LIMITS. EXISTING ONE ACORN LIGHT FIXTURE EXISTING TWO LIGHT FIXTURE EXISTING THREE LIGHT FIXTURE EXISTING SIDEWALK LIGHTING BOLLARD EXISTING POWER HANDHOLE EXISTING COMMUNICATIONS HANDHOLE EXISTING UTILITY TRANSFORMER EXISTING GATE EXISTING TICKET SPITTER CIVIL DEMOLITION SEE NOTE 2 1 THE FEEDER CIRCUIT TO EXISTING LIGHT FIXTURE/PARKING LOT EQUIPMENT IS UNKNOWN. CONTRACTOR SHALL FIELD VERIFY THE EXISTING FEEDER(S) PRIOR TO THE START OF CONSTRUCTION. REMOVE AND PROPERLY STORE EXISTING LIGHT POLE AND LIGHT FIXTURE. EXISTING FOUNDATION TO BE DEMOLISHED. EXISTING LIGHT POLE AND LIGHT FIXTURE TO BE INSTALLED AT NEW LOCATION ON NEW FOUNDATION. SEE E-200 SERIES FOR MORE INFORMATION. 2 NOTES KEY NOTES LEGEND XX XX XX XX XX XX XX XX XX XX XX X X XXXXXX 5' S I D E W A L K X X X X X X X X X X X X X X X X X X X 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 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXX XX XX XXXXXX XX XX XX XX XX XX XX XX XX XX XX 4 1 2 3 © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : c: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 1 \ I L M B P 3 - E 2 0 0 . d w g Pl o t t e d b y : Ji m m y W a g n e r Pl o t t e d o n : 6/ 2 3 / 2 0 2 5 1 2 : 1 0 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 200100100 100 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 E-200 ALK RJW JTW ELECTRICAL LAYOUT OVERALL PLAN PROPOSED STREET LIGHT POLE WITH ONE ACORN LIGHT FIXTURE. # = TYPE OF FIXTURE. SEE FIXTURE SCHEDULE, SHEET E-304. PROPOSED STREET LIGHT POLE WITH TWO LIGHT FIXTURES. # = TYPE OF FIXTURE. SEE FIXTURE SCHEDULE, SHEET E-304. PROPOSED HEAVY DUTY H-20 TRAFFIC RATED POWER HANDHOLE COMPLETE AND INSTALLED WITH ALL APPURTENANCES. P = POWER, C = COMM. PROPOSED 1 WAY SCHEDULE 40 PVC CONDUIT, DIRECT EARTH BURIED. Y" = DIAMETER OF CONDUIT IN INCHES.C = CONDUIT # # P C PROPOSED STREET LIGHT POLE WITH ONE LIGHT FIXTURE. # = TYPE OF FIXTURE. SEE FIXTURE SCHEDULE, SHEET E-304. # Y" C KEY NOTES 1 INTERCEPT EXISTING CIRCUIT AT EXISTING MANHOLE/LIGHT POLE AND EXTEND TO NEW LIGHT POLES. INSTALL EXISTING LIGHT POLE ON NEW FOUNDATION. INSTALL NEW 1-48 FOC FROM ILM TERMINAL BUILDING MANAGEMENT ROOM - LOWER LEVEL, TO NEW PARKING GARAGE COMM. ROOM INSIDE EXISTING DUCT BANK. SEE SHEET T100 FOR CONTINUATION OF 1-48 FOC. INSTALL NEW 1-12 FOC FROM PARKING GARAGE COMM. ROOM TO ADMIN BUILDING IDF ROOM. INSTALL 2" SPARE CONDUITS UNDER ROAD AS SHOWN. CAP CONDUITS 5' MIN. BEYOND ROADWAY PAVEMENT. 2 D PROPOSED DUKE ENERGY MANHOLE COMPLETE AND INSTALLED WITH ALL APPURTENANCES PROPOSED ELECTRICAL DUCT BANK. SCHEDULE 40 PVC, CONCRETE ENCASED. X=NUMBER OF CONDUITS IN DUCT, Y=DIAMETER OF CONDUITS IN INCHES. X-Y" 3 4 DL COLOR KINETICS BURST POWERCORE GEN3, RGBW DYNAMIC LIGHT FIXTURE MOUNTED TO TREE. SEE LANDSCAPING PLANS FOR TREE LOCATIONS DYNAMIC LIGHTING POWER/COMM. ENCLOSURE LEGEND 5 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 XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX SEE DETAIL 1, SHEET E-305 FOR EXPANSION OF ENTRY PLAZA P P P P P C P RPLW-1,3,5 2-4"C 2-4"C 2-4" 2"C 3"C 2-2 " C 2- 2 " C 2- 2 " C 2-2 " C 1"C 2"C 1"C 2"C 2" C 1" C 1" C SPARE 1"C SPARE RPLW-1,3,5 2"C MDPW-28,30 2-4" C RPLW-20,22,24 2"C SPARE MPZM1 1-48 FOC-A 1-48 FOC-B 2-4" C P P 1" C 2-4"C C 2"C 2"C 2"C 2"C RPLW-1,3,5 RPLW-1,3,5 RPLW-1,3,5 RPLW-1,3,5 2"C RPLW-1,3,5 2"C 2"C RPLW-13,15,17 RPLW-13,15,17 1" C 2-4" C 2-4" C 2" C 2" C RPLW-26,28,30 RPLW-20,22,24 2"C 1-6 FOC 1" C 1" C 1" C 1"C 1-6 STRAND FOC MPZW-9 RD-DIR.010 C P RPLW- 13,15,17 PROTECT EXISTING DUCTS IN PLACE RPLW- 20,22,24 MPZW-9 RPLW-20,22,24 MDPW-28,30 MDPW-55,57,59 2-6 STRAND FOC RPLW-1,3,5 RPLW-13,15,17 RPLW-1,3,5 RPLW-13,15,17 RPLW-13,15,17 RPLW-13,15,17 RPLW-13,15,17 5 5 5 5 5 5 5 5 5 AT AT R R R RPLW-13,15,17 RPLW-13,15,17 AT RPLW-13,15,17RPLW-26,28,30 2"C 2"C 2"C 2" C 2" C 2" C 1"C 1"C 1-6 FOC 2" C A A A B C D A.RPLW-26,28,30 B.MDPW-52,54 C.2-6 FOC (VMS AND BUS GATE) D.SPARE SECTION A-A 1-6 FOC 2 " C 2 " C P3 4- 6 " 4-4" SPARE (FUTURE EV CHARGING STATIONS) CAP 4-4" SPARE DUCT FOR FUTURE EV CHARGING STATION 10' (MIN.) BEYOND FINISHED PAVEMENT SPARE D MDPW-52,54 F RPLW-26,28,30 1"C POWER COMM. 2"C 2"C 2"C 2"C 2"C 2" C 2 " C 2 " C 2"C2"C 1 2 1 © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : c: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 1 \ I L M B P 3 - E 2 0 0 . d w g Pl o t t e d b y : Ji m m y W a g n e r Pl o t t e d o n : 6/ 2 3 / 2 0 2 5 1 2 : 1 0 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: KEYMAP PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: X X X X XX X X X GATE FENC E 5' SI D E W A L K XX DN 1 2 3 4 FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 E-201 ALK RJW JTW ELECTRICAL LAYOUT PLAN (SHEET 1 OF 4) MATCHLINE SEE E-202 MA T C H L I N E S E E E- 2 0 4 PROPOSED STREET LIGHT POLE WITH ONE ACORN LIGHT FIXTURE. # = TYPE OF FIXTURE. SEE FIXTURE SCHEDULE, SHEET E-304. PROPOSED STREET LIGHT POLE WITH TWO LIGHT FIXTURES. # = TYPE OF FIXTURE. SEE FIXTURE SCHEDULE, SHEET E-304. PROPOSED HEAVY DUTY H-20 TRAFFIC RATED POWER HANDHOLE COMPLETE AND INSTALLED WITH ALL APPURTENANCES. P = POWER, C = COMM. PROPOSED 1 WAY SCHEDULE 40 PVC CONDUIT, DIRECT EARTH BURIED. Y" = DIAMETER OF CONDUIT IN INCHES.C = CONDUIT # # P C PROPOSED STREET LIGHT POLE WITH ONE LIGHT FIXTURE. # = TYPE OF FIXTURE. SEE FIXTURE SCHEDULE, SHEET E-304. # Y" C KEY NOTES 1 INTERCEPT EXISTING CIRCUIT AT EXISTING MANHOLE/LIGHT POLE AND EXTEND TO NEW LIGHT POLES. INSTALL EXISTING LIGHT POLE ON NEW FOUNDATION. INSTALL NEW 1-48 FOC FROM ILM TERMINAL BUILDING MANAGEMENT ROOM - LOWER LEVEL, TO NEW PARKING GARAGE COMM. ROOM INSIDE EXISTING DUCT BANK. SEE SHEET T100 FOR CONTINUATION OF 1-48 FOC. INSTALL NEW 1-12 FOC FROM PARKING GARAGE COMM. ROOM TO ADMIN BUILDING IDF ROOM. INSTALL 2" SPARE CONDUITS UNDER ROAD AS SHOWN. CAP CONDUITS 5' MIN. BEYOND ROADWAY PAVEMENT. 2 D PROPOSED DUKE ENERGY MANHOLE COMPLETE AND INSTALLED WITH ALL APPURTENANCES PROPOSED ELECTRICAL DUCT BANK. SCHEDULE 40 PVC, CONCRETE ENCASED. X=NUMBER OF CONDUITS IN DUCT, Y=DIAMETER OF CONDUITS IN INCHES. X-Y" 3 4 DL COLOR KINETICS BURST POWERCORE GEN3, RGBW DYNAMIC LIGHT FIXTURE MOUNTED TO TREE. SEE LANDSCAPING PLANS FOR TREE LOCATIONS DYNAMIC LIGHTING POWER/COMM. ENCLOSURE LEGEND 5 X X X X X X X X X X X X X X X X X X FE N C E P C P C C 1"C 1"C 1" C 1" C 1" C 2- 4 " C 1 " C 1 " C 1" C 1" C 1" C 1" C 1" C 1" C 1" C 1" C 1" C 1" C 1" C 1" C 1" C 1" C 1" C 1" C 1" C 1" C 1" C 1" C 1"C 1"C 1 " C 1" C RPLW-20,22,24 RPLW-20,22,24 RPLW-26,28,30 RPLW-20,22,24 RPLW-20,22,24 RPLW-20,22,24 SPARE SPARE RPLW-26,28,30 RPLW-26,28,30 RPLW-26,28,30 RPLN-7,9,11 RPLW-20,22,24 RPLN-7,9,11 RPLN-7,9,11 RPLN-13,15,17 RPLN-7,9,11 RPLN-7,9,11 2-4"C 2-4"C 2- 4 " C 2- 4 " C RPLW-26,28,30 RPLN-7,9,11 2-4"C 2-4"C 2-48 FOC-A 2-48 FOC-B 1-48 FOC-A 1-48 FOC-B 2-4"C SECTION E-E 1" C 4- 4 " C 4- 4 " C P SPARE RPLW-20,22,24 RPLW-20,22,24 RPLN-7,9,11 RPLN-13,15,17 SPARE T GE N D P GE N TC D T C C C1 PROTECT EXISTING DUKE AND AT&T MANHOLES/ DUCTS IN PLACE EXISTING TERMINAL BUILDING PROTECT EXISTING DUKE AND AT&T MANHOLES/ DUCTS IN PLACE PROTECT EXISTING DUCTS IN PLACE PP 4-4"C P 2-48 FOC-A 2-48 FOC-B TO BUILDING MANAGEMENT ROOM - LOWER LEVEL MDPN-19,21 MDPN-1,3,5 MDPN-15,17 MDPN-1,3,5 RPLN-7,9,11 MPZN-2 RPLN-7,9,11 RPLN-13,15,17 MPZN-2 1-48 FOC-A 1-48 FOC-B 1-48 FOC-A 1-48 FOC-B 1-48 FOC-A 1-48 FOC-B NEW PARKING GARAGE. SEE PARKING GARAGE PLANS 5 AT L RPLN-13,15,17 RPLN-13,15,17 RPLW-13,15,17 1" C 1" C 1" C 1" C 1" C 1" C B B AT B AT 1"C 1"C D1"C B SPARE SPARE RPLW-20,22,24 2" C 2" C 2" C 2" C 2" C 2" C D RPLW-13,15,17 RPLW-13,15,17 1 " C 1"C SPARE RPLW-26,28,30 RPLW-20,22,24 B 1"C 1"C SPARE SPARE RPLW-13,15,17 1" C 1" C 1" C 1" C D SPARE RPLN-13,15,17 SPARE 1"C RPLW-26,28,30 1"C 1 " C RPLW-20,22,24 2 " C 2 " C POWER/COMM. RACK FOR BUS ENTRY/EXIT GATES. SEE DETAIL SHEET E-307 1-6 FOC MDPW-52,54 2" C 2" C 1-6 FOC RPLW-13,15,17 SPARE RPLW-26,28,30 RPLW-20,22,24 RPLW-26,28,30 1"C B D RPLW-20,22,24 RPLW-26,28,30 1"C D P4 P5 2"C VMS SIGN LA-DIR.001 - SEE SIGNAGE PLAN FOR MORE INFORMATION AND LOCATION 4- 6 " S P A R E 2- 6 " S P A R E 4- 6 " S P A R E 4- 4 " S P A R E 4- 4 " S P A R E C 1"C C 1" C C 1"C RPLW-26,28,30 RPLW-26,28,30 RPLW-26,28,30 F 1" C F RPLW-26,28,30 F F AT 4- 4 " S P A R E 4 - 4 " S P A R E AA B B A B A.RPLN-13,15,17 B.MDPN-1,3,5 MDPN-13,17 SECTION A-A POWER B B A B A.RPLN-13,15,17 B.SPARE SECTION B-B POWER SEE SHEET T100 FOR CONTINUATION OF 2-4" DUCT BANK CARRYING 1-48 AND 1-12 FOC INTO THE PARKING GARAGE FUTURE EV CHARGING STATIONS FUTURE EV CHARGING STATIONS FUTURE EV CHARGING STATIONS FUTURE EV CHARGING STATIONS P 1-48 FOC (PARKING GARAGE) 1-48 FOC (PARKING GARAGE) 1-48 FOC (PARKING GARAGE) 1-6 FOC (FROM ADMIN BUILDING TO VMS SIGN) 1-48 FOC (PARKING GARAGE) 1-12 FOC (FROM PARKING GARAGE TO ADMIN BUILDING) 1-6 FOC (FROM ADMIN BUILDING TO PARKING GARAGE) P3"C P 3" C P3"C 3" C P SEE DETAIL SHEET E-312 FOR LAYOUT OF FUTURE EV CHARGING STATION HANDHOLE LAYOUT SEE DETAIL SHEET E-312 FOR LAYOUT OF FUTURE EV CHARGING STATION HANDHOLE LAYOUT SEE DETAIL SHEET E-312 FOR LAYOUT OF FUTURE EV CHARGING STATION HANDHOLE LAYOUT SEE DETAIL SHEET E-312 FOR LAYOUT OF FUTURE EV CHARGING STATION HANDHOLE LAYOUT L 2" C 2" C SPARE 1" C VMS SIGN LA-DIR.004 - SEE SIGNAGE PLAN FOR MORE INFORMATION AND LOCATION 1-6 FOC (FROM ADMIN BUILDING TO VMS SIGN) MPZB-7 2" C 2" C MPZB-9 MPZB-9 2" C RPLW-20,22,24 1 2 2 1 3 3 3 3 4 © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : c: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 1 \ I L M B P 3 - E 2 0 0 . d w g Pl o t t e d b y : Ji m m y W a g n e r Pl o t t e d o n : 6/ 2 3 / 2 0 2 5 1 2 : 1 0 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: KEYMAP PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: X X X X XX X X X GATE FENC E 5' SI D E W A L K XX DN 1 2 3 4 FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 E-202 ALK RJW JTW ELECTRICAL LAYOUT PLAN (SHEET 2 OF 4) MATCHLINE SEE E-203 MATCHLINE SEE E-201 MA T C H L I N E S E E E- 2 0 4 PROPOSED STREET LIGHT POLE WITH ONE ACORN LIGHT FIXTURE. # = TYPE OF FIXTURE. SEE FIXTURE SCHEDULE, SHEET E-304. PROPOSED STREET LIGHT POLE WITH TWO LIGHT FIXTURES. # = TYPE OF FIXTURE. SEE FIXTURE SCHEDULE, SHEET E-304. PROPOSED HEAVY DUTY H-20 TRAFFIC RATED POWER HANDHOLE COMPLETE AND INSTALLED WITH ALL APPURTENANCES. P = POWER, C = COMM. PROPOSED 1 WAY SCHEDULE 40 PVC CONDUIT, DIRECT EARTH BURIED. Y" = DIAMETER OF CONDUIT IN INCHES.C = CONDUIT # # P C PROPOSED STREET LIGHT POLE WITH ONE LIGHT FIXTURE. # = TYPE OF FIXTURE. SEE FIXTURE SCHEDULE, SHEET E-304. # Y" C KEY NOTES 1 INTERCEPT EXISTING CIRCUIT AT EXISTING MANHOLE/LIGHT POLE AND EXTEND TO NEW LIGHT POLES. INSTALL EXISTING LIGHT POLE ON NEW FOUNDATION. INSTALL NEW 1-48 FOC FROM ILM TERMINAL BUILDING MANAGEMENT ROOM - LOWER LEVEL, TO NEW PARKING GARAGE COMM. ROOM INSIDE EXISTING DUCT BANK. SEE SHEET T100 FOR CONTINUATION OF 1-48 FOC. INSTALL NEW 1-12 FOC FROM PARKING GARAGE COMM. ROOM TO ADMIN BUILDING IDF ROOM. INSTALL 2" SPARE CONDUITS UNDER ROAD AS SHOWN. CAP CONDUITS 5' MIN. BEYOND ROADWAY PAVEMENT. 2 D PROPOSED DUKE ENERGY MANHOLE COMPLETE AND INSTALLED WITH ALL APPURTENANCES PROPOSED ELECTRICAL DUCT BANK. SCHEDULE 40 PVC, CONCRETE ENCASED. X=NUMBER OF CONDUITS IN DUCT, Y=DIAMETER OF CONDUITS IN INCHES. X-Y" 3 4 DL COLOR KINETICS BURST POWERCORE GEN3, RGBW DYNAMIC LIGHT FIXTURE MOUNTED TO TREE. SEE LANDSCAPING PLANS FOR TREE LOCATIONS DYNAMIC LIGHTING POWER/COMM. ENCLOSURE LEGEND 5 XX X X X X X X XX XXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 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 XXXXXXXXXXXXXXXXXXXXXX 2- 2 " C RPLN-7,9,11 RPLN-13,15,17 3-6 STRAND FOC 2- 4 " C 2- 4 " C 2-4"C 2-4"C 2-6 STRAND FOC 2-6 STRAND FOC 1-6 STRAND FOC 4- 4 " C 1 " C 1" C 1" C 1 " C RPLN-7,9,11 RPLN-7,9,11 1" C RPLN- 7,9,11 1" C 1" C 1"C RPLN-7,9,11 RPLN-13,15,17 RPLN-13,15,17 1"C 1"C P C P P RPL-45,47 MDP-16,18 1-1"C MDP-16,18 RPL-45,47 MDP-16,18 1-1"C RPL-45,47 EXISTING ELECTRICAL AND COMM. RACK 1-1"C RPL-45,47 1-1"C RPL-45,47 1-1"C RPL-45,47 COMM. RACK 4-2"C 4-2"C 4-2"C 1-1" C 1-1" C CC C 2- 2 " C P C MDPN-1,3,5 1-48 FOC-A 1-48 FOC-B 1-48 FOC-A 1-48 FOC-B 1-48 FOC-A 1-48 FOC-B 5 5 5 55 5 AT SPARE RPLW-13,15,17 2" C 2" C 2" C 1"C 2"C RPLW-13,15,17 1"C SPARE 2- 6 " D . D . 2- 6 " C . E . 2- 6 " C . E . PRIMARY FEEDER TO TRANSFORMER TO BE COORDINATED WITH DUKE ENERGY DUKE ENERGY PAD MOUNT TRANSFORMER B L 1" C RPLN-13,15,17 RPLN-13,15,17 P2 RPLW-13,15,17 4- 6 " S P A R E T SEE PARKING GARAGE PLANS FOR CONTINUATION OF 4-3 1/2" DUCT (INCOMING POWER FOR PARKING GARAGE) P1 A B C D A.1-48 FOC-A 1-48 FOC-B B.1-12 FOC (FROM PARKING GARAGE TO ADMIN. BUILDING) 1-6 FOC (FROM ADMIN BUILDING TO VMS SIGN) C.SPARE D.SPARE COMM.POWER SECTION A-A A A 1-12 FOC (FROM PARKING GARAGE TO ADMIN BUILDING) 1-6 FOC (FROM ADMIN. BUILDING TO VMS SIGN 4- 3 1 / 2 " D . E . B . E E B 2"C RPLW-13,15,17 RPLW-13,15,17 2" C 2"C 2"C 2"C 2" C 2" C 2" C AT C BC 2"C 2"C2"C RPLW-13,15,17 RPLW-13,15,17RPLW-13,15,17 A B C D E A.1-48 FOC-A 1-48 FOC-B B.1-6 FOC 1-12 FOC 2-6 FOC (VMS AND BUS GATE) C.RPLW-1,3,5 MDPW-52,54 D.RPLW-20,22,24 RPLW-26,28,30 E.MDPW-24,26 A B C D E F H I G J COMM.POWER A B C D E A.1-48 FOC-A 1-48 FOC-B B.1-6 FOC 2-6 FOC (VMS AND BUS GATE) C.MDPW-52,54 D.RPLW-20,22,24 RPLW-26,28,30 E.MDPW-24,26 A.2-6 FOC (VMS, BUS GATE) B.1-48 FOC-A C.1-48 FOC-B D.3-6 FOC E.RPLW-13,15,17 RPLW-37,39 MDPW-18,20,22 F.RPLW-1,3,5 RPLW-7,9,11 RPLW-41,43 G.RPLW-20,22,24 RPLW-26,28,30 RPLW-45,47 H.MDPW-24,26 MDPW-28,30 MDPW-55,57,59 I.MPZW-7 MPZW-9 J.MPZW-5 MDPW-52,54 COMM.POWER COMM.POWER SECTION B-B SECTION C-C SECTION D-D NEW PARKING GARAGE. SEE PARKING GARAGE PLANS 1 2 2 4 4 XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX C P RPLW-1,3,5 2-4"C 3-4 " C 2-4 " C 1-48 FOC-A 1-48 FOC-B 4-4" C 2-4" C 2-4" C 3- 4 " C 2- 4 " C 4-4 " C 6-4 " C P P C 2-4"C RPLW-1,3,5 RPLW-1,3,5 2" C 2" C 2 " C 2"C RPLW-1,3,5 2" C 2" C RPLW-1,3,5 4-4" C 2" C 2-4"C 2"C 2 " C 4-4 " C RPLW-1,3,5 P 2 - 4 " SPARE 4- 4 " C 4-4 " C C 1-6 STRAND FOC (TO VMS SIGN) 2"C MPZW-7 1-6 STRAND FOC 2- 4 " CS P T D C EXISTING POWER AND COMM. DISTRIBUTION RACK WITH RPLW AND MDPW 1"C MPZW-9 RPLW-20,22,24 MDPW-28,30 MDPW-55,57,59 2-6 STRAND FOC C C D D B B © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : c: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 1 \ I L M B P 3 - E 2 0 0 . d w g Pl o t t e d b y : Ji m m y W a g n e r Pl o t t e d o n : 6/ 2 3 / 2 0 2 5 1 2 : 1 1 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: KEYMAP PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: X X X X XX X X X GATE FENC E 5' SI D E W A L K XX DN 1 2 3 4 FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 E-203 ALK RJW JTW ELECTRICAL LAYOUT PLAN (SHEET 3 OF 4) MATCHLINE SEE E-202 PROPOSED STREET LIGHT POLE WITH ONE ACORN LIGHT FIXTURE. # = TYPE OF FIXTURE. SEE FIXTURE SCHEDULE, SHEET E-304. PROPOSED STREET LIGHT POLE WITH TWO LIGHT FIXTURES. # = TYPE OF FIXTURE. SEE FIXTURE SCHEDULE, SHEET E-304. PROPOSED HEAVY DUTY H-20 TRAFFIC RATED POWER HANDHOLE COMPLETE AND INSTALLED WITH ALL APPURTENANCES. P = POWER, C = COMM. PROPOSED 1 WAY SCHEDULE 40 PVC CONDUIT, DIRECT EARTH BURIED. Y" = DIAMETER OF CONDUIT IN INCHES.C = CONDUIT # # P C PROPOSED STREET LIGHT POLE WITH ONE LIGHT FIXTURE. # = TYPE OF FIXTURE. SEE FIXTURE SCHEDULE, SHEET E-304. # Y" C KEY NOTES 1 INTERCEPT EXISTING CIRCUIT AT EXISTING MANHOLE/LIGHT POLE AND EXTEND TO NEW LIGHT POLES. INSTALL EXISTING LIGHT POLE ON NEW FOUNDATION. INSTALL NEW 1-48 FOC FROM ILM TERMINAL BUILDING MANAGEMENT ROOM - LOWER LEVEL, TO NEW PARKING GARAGE COMM. ROOM INSIDE EXISTING DUCT BANK. SEE SHEET T100 FOR CONTINUATION OF 1-48 FOC. INSTALL NEW 1-12 FOC FROM PARKING GARAGE COMM. ROOM TO ADMIN BUILDING IDF ROOM. INSTALL 2" SPARE CONDUITS UNDER ROAD AS SHOWN. CAP CONDUITS 5' MIN. BEYOND ROADWAY PAVEMENT. 2 D PROPOSED DUKE ENERGY MANHOLE COMPLETE AND INSTALLED WITH ALL APPURTENANCES PROPOSED ELECTRICAL DUCT BANK. SCHEDULE 40 PVC, CONCRETE ENCASED. X=NUMBER OF CONDUITS IN DUCT, Y=DIAMETER OF CONDUITS IN INCHES. X-Y" 3 4 DL COLOR KINETICS BURST POWERCORE GEN3, RGBW DYNAMIC LIGHT FIXTURE MOUNTED TO TREE. SEE LANDSCAPING PLANS FOR TREE LOCATIONS DYNAMIC LIGHTING POWER/COMM. ENCLOSURE LEGEND 5 MATCHLINE SEE E-204 SCALE: INSET 'A' 1" = 30' 1 E-203 XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX SEE SHEET E-306 FOR CONDUIT ROUTING FROM MPZM2 TO NEW BUS STATION T C P C 2-4" C 1" C 1" C 2 - 4 " C 2- 4 " C 2- 4 " C 1" C 1" C 1"C 1" C 1" C 1" C 1" C 1" C 1" C 1" C 1 " C 1" C 1" C 1" C 1 " C 1" C 2"C 1"C 1"C 1" C 1"C 1"C 1" C 1" C 1 " C RPLW-20,22,24 RPLW-26,28,30 RPLW-20,22,24 RPLW-20,22,24 RPLW-20,22,24 SPARE RPLW-26,28,30 RPLW-26,28,30 SPARE RPLW-26,28,30 RPLW-26,28,30 RPLW-26,28,30 RPLN-7,9,11 RPLN-13,15,17 2- 4 " C 2-4" HDPE D.D. 4-4"C 4-4"C 4-4"C 2 - 4 " C 2-4"C2-4"C 2-4"C 2"C MDPW-24,26 1-6 STRAND FOC 2"C 1-6 FOC RPLW-20,22,24 RPLW-26,28,30 4-4"C SPARE RPLN-7,9,11 2-4"C MPZF1 SPARE SPARE PP P C PROTECT EXISTING DUKE ENERGY IN PLACE PROTECT EXISTING DUKE ENERGY IN PLACE P P RPLW-20,22,24 RPLW-26,28,30 RPLW-26,28,30 RPLW-1,3,5 1 " C 1 " C D OH OH OH OH OH OH EP 1-1" C RPL - 41,43 4-2" C RPL-41,43 RPL-45,47 PROTECT DUKE ENERGY FEEDER IN PLACE 4-2" C RPL-41,43 RPL-45,47 4-2" C RPL-41,43 RPL-45,47 4-2" C RPL-41,43 RPL-45,47 4-2" C RPL-41,43 RPL-45,47 MDP-16,18 MDP-16,18 1 - 1" C RPL - 41, 43 PROTECT DUKE ENERGY FEEDER IN PLACE 1 - 1" C RPL - 41, 43 2 W 4 " 2W2" 4- 2 " C 4-2"C EXISTING DUKE ENERGY POLE MOUNTED TRANSFORMER P MPZM2 C 1" C 4-4"C 1-48 FOC-A 1-48 FOC-B EXISTING DUKE ENERGY FEEDER 1-48 FOC-A 1-48 FOC-B 1-6 FOC 1-48 FOC-A 1-48 FOC-B 1-48 FOC-A 1-48 FOC-B RPLW-20,22,24 RPLW-26,28,30 RPLW-20,22,24 RPLW-26,28,30 1-48 FOC-A 1-48 FOC-B 1-6 FOC MDPN-19,21 MDPN-1,3,5 MDPN-15,17 MDPN-19,21 RPLN-7,9,11 RPLN-13,15,17 MPZN-2 MDPN-1,3,5 MDPN-15,17 MDPN-19,21 RPLN-7,9,11 RPLN-13,15,17 MPZN-2 MDPN-1,3,5 MDPN-15,17 MDPN-19,21 RPLN-7,9,11 RPLN-13,15,17 MPZN-2 MDPN-1,3,5 MDPN-7,9 MDPN-15,17 MDPN-19,21 RPLN-7,9,11 RPLN-13,15,17 MPZN-2 RPLN-7,9,11 RPLN-13,15,17 RPLN-3 RPLN-1 RPLN-3 MDPN-11,13 RPLN-1 C P A A A AA A B B A B C D POWER COMM. A.RPLW-20,22,24 RPLW-26,28,30 B.MDPW-52,54 C.1-48 FOC-A 1-48 FOC-B D.2-6 FOC (VMS AND BUS GATE) SECTION A-A A B C D E COMM.POWER A.1-48 FOC-A 1-48 FOC-B B.1-6 FOC 2-6 FOC (VMS AND BUS GATE) C.MDPW-52,54 D.RPLW-20,22,24 RPLW-26,28,30 E.MDPW-24,26 SECTION B-B © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : c: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 1 \ I L M B P 3 - E 2 0 0 . d w g Pl o t t e d b y : Ji m m y W a g n e r Pl o t t e d o n : 6/ 2 3 / 2 0 2 5 1 2 : 1 1 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: KEYMAP PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: X X X X XX X X X GATE FENC E 5' SI D E W A L K XX DN 1 2 3 4 FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 E-204 ALK RJW JTW ELECTRICAL LAYOUT PLAN (SHEET 4 OF 4) MA T C H L I N E S E E E- 2 0 1 MA T C H L I N E S E E E- 2 0 2 PROPOSED STREET LIGHT POLE WITH ONE ACORN LIGHT FIXTURE. # = TYPE OF FIXTURE. SEE FIXTURE SCHEDULE, SHEET E-304. PROPOSED STREET LIGHT POLE WITH TWO LIGHT FIXTURES. # = TYPE OF FIXTURE. SEE FIXTURE SCHEDULE, SHEET E-304. PROPOSED HEAVY DUTY H-20 TRAFFIC RATED POWER HANDHOLE COMPLETE AND INSTALLED WITH ALL APPURTENANCES. P = POWER, C = COMM. PROPOSED 1 WAY SCHEDULE 40 PVC CONDUIT, DIRECT EARTH BURIED. Y" = DIAMETER OF CONDUIT IN INCHES.C = CONDUIT # # P C PROPOSED STREET LIGHT POLE WITH ONE LIGHT FIXTURE. # = TYPE OF FIXTURE. SEE FIXTURE SCHEDULE, SHEET E-304. # Y" C KEY NOTES 1 INTERCEPT EXISTING CIRCUIT AT EXISTING MANHOLE/LIGHT POLE AND EXTEND TO NEW LIGHT POLES. INSTALL EXISTING LIGHT POLE ON NEW FOUNDATION. INSTALL NEW 1-48 FOC FROM ILM TERMINAL BUILDING MANAGEMENT ROOM - LOWER LEVEL, TO NEW PARKING GARAGE COMM. ROOM INSIDE EXISTING DUCT BANK. SEE SHEET T100 FOR CONTINUATION OF 1-48 FOC. INSTALL NEW 1-12 FOC FROM PARKING GARAGE COMM. ROOM TO ADMIN BUILDING IDF ROOM. INSTALL 2" SPARE CONDUITS UNDER ROAD AS SHOWN. CAP CONDUITS 5' MIN. BEYOND ROADWAY PAVEMENT. 2 D PROPOSED DUKE ENERGY MANHOLE COMPLETE AND INSTALLED WITH ALL APPURTENANCES PROPOSED ELECTRICAL DUCT BANK. SCHEDULE 40 PVC, CONCRETE ENCASED. X=NUMBER OF CONDUITS IN DUCT, Y=DIAMETER OF CONDUITS IN INCHES. X-Y" 3 4 DL COLOR KINETICS BURST POWERCORE GEN3, RGBW DYNAMIC LIGHT FIXTURE MOUNTED TO TREE. SEE LANDSCAPING PLANS FOR TREE LOCATIONS DYNAMIC LIGHTING POWER/COMM. ENCLOSURE LEGEND 5 MATCHLINE SEE INSET 'A' SHEET E-203 SCALE: LOT F POWER MODIFICATIONS ONE-LINE DIAGRAM NTS 1 E-301 3P 400A 5 2 3 EXISTING 3 PHASE PRIMARY POWER POLE AND OVERHEAD POWER LINE. EXISTING 480/277V, 3-PHASE PAD MOUNT TRANSFORMER (INSTALLED IN PHASE 1B). EXISTING METER AND METER CTs WITH PAD MOUNT TRANSFORMER (INSTALLED IN PHASE 1B). EXISTING HEAVY DUTY DISCONNECT SWITCH, SERVICE RATED, 600V, 1200AF/1200AT FUSE, NEMA 3R, 65K AIC (INSTALLED IN PHASE 1B) EXISTING MDP NORTH (MDPN) POWER PANEL - 480/277V, 400 AMP MAIN, 42 POLE, 65K AIC, NEMA 3R (INSTALLED IN PHASE 1B) EXISTING COMBINATION LIGHTING CONTACTOR WITH PHOTOCELL CONTROL, 200A, 3-POLE, NEMA 3R (INSTALLED IN PHASE 1B) EXISTING MINI-POWER ZONE - 480V TO 120/240V, 1-PHASE, 15-KVA OR 25KVA, IN NEMA 3R MODEL NO. MPZB15S40F65K OR MPZB25S0F65K , COPPER WINDINGS (INSTALLED IN PHASE 1B) EXISTING RPLN POWER PANEL - 480/277V, 200AF/200AT, 42 POLE, 65K AIC, NEMA 3R (INSTALLED IN PHASE 1B) EXISTING EVP NORTH (EVPN) POWER PANEL - 480/277V, 800 AMP MAIN, 42 POLE, 65K AIC, NEMA 3R (INSTALLED IN PHASE 1B) 1 2 3 4 5 CBCB EQUIPMENT LISTDUKE ENERGY CB CB CB CB CB CB CB CB CB CB CB CB CB 1 6 3P 200A 8 CB PARKING LOT LIGHTS CB PARKING LOT LIGHTS CB CB CB PC 6 7 EXISTING LOT F PARKING LOT LIGHTS 8 CB CB 7 BUS STOP 1 15KVA CB CB 7 BUS STOP EXIT BUILDING POWER PANEL (INSTALLED IN PHASE 1B) SCALE: MONTIETH CONSTRUCTION TRAILER POWER MODIFICATIONS ONE-LINE DIAGRAM NTS 2 E-301 3P 400A5 PANEL MDPW - SEE PANEL SCHEDULES SHEET E-303 EXISTING DUKE ENERGY SWITCH CABINET. EXISTING 480/277V, 3-PHASE PAD MOUNT TRANSFORMER (INSTALLED IN PHASE 1B). EXISTING METER AND METER CTs WITH PAD MOUNT TRANSFORMER (INSTALLED IN PHASE 1B). EXISTING HEAVY DUTY DISCONNECT SWITCH, SERVICE RATED, 600V, 1200AF/1200AT FUSE, NEMA 3R (INSTALLED IN PHASE 1B). EXISTING MDP WEST (MDPW) PANEL - 480/277V,400AMP MAIN, 66 POLE, 65K AIC, NEMA 3R (INSTALLED IN PHASE 1B). EXISTING COMBINATION LIGHTING CONTACTOR WITH PHOTOCELL CONTROL, 200A, 3-POLE, NEMA 3R (INSTALLED IN PHASE 1B). EXISTING MINI-POWER ZONE - 480V TO 120/240V, 1-PHASE, 15-KVA OR 25KVA, IN NEMA 3R MODEL NO. MPZB15S40F65K OR MPZB25S0F65K , COPPER WINDINGS (INSTALLED IN PHASE 1B). EXISTING RPL WEST PANEL - 480/277V, 200AMP MAIN, 66 POLE, 65K AIC, NEMA 3R (INSTALLED IN PHASE 1B). EXISTING EVP WEST (EVPW) POWER PANEL - 480/277V, 800 AMP MAIN, 42 POLE, 65K AIC, NEMA 3R (INSTALLED IN PHASE 1B). NEW MINI-POWER ZONE - 480V TO 120/240V, 1-PHASE, 15-KVA, IN NEMA 3R MODEL NO. MPZB15S40F65K, COPPER WINDINGS 1 2 3 4 5 CBCB EXISTING 2 SETS 4-3/0, #3 AWG GND, XHHW, 4" CONDUIT EQUIPMENT LIST CB CB CB CB CB CB CB CB CB WELL PUMP CB SPD/ TVSS CB CB CB 6 3P 200A 8 PANEL RPLW SEE PANEL SCHEDULES SHEET E-302 CBCBCBCBCBCBCBCBCB LIGHTING CB LIGHTING CB CB CB MODERN AVIATION/MISC CB SPARE CB SPARE PC CB CB 76 7 SPARE EXISTING PANEL RPL SPARE PARKING LOT LIGHTS PARKING LOT LIGHTS 8 EXISTING 4 #3/0 AWG, #6 AWG GND, XHHW, 600V, 4" CONDUIT SPARE REMOVE TEMPORARY COVERED WALKWAY TRANSFORMER (45VKA). SEE COVERED WALKWAY PLANS EXISTING 4 #3/0 AWG, #6 AWG GND, XHHW, 600V, 4" CONDUIT SPARESPARESPARETEMPORARY ROAD LIGHTING ENTRANCE ROAD LIGHTING ENTRANCE ROAD LIGHTING CB CB 7 MARCH LOT ENTRY PLAZA (INSTALLED IN PHASE 1A - 15KVA) CB CB 7 LOT F EXIT PLAZA CB CB 7 LOT F ENTRY PLAZA (15KVA) CB CB 7 MAIN LOT ENTRY PLAZA 1 (25KVA) REMOVE EXISTING POWER PANEL AT LOT F EXIT PLAZA AND INSTALL NEW MINI POWER-ZONE (15KVA) EXISTING SPLICE EXITING FEEDER WITH NEW FEEDER VIA IN-LINE SPLICE KIT EXISTING SPLICE EXITING FEEDER WITH NEW FEEDER VIA IN-LINE SPLICE KIT CB CB SPAREEXISTING LOT F PARKING LOT LIGHTS EXISTING LOT F PARKING LOT LIGHTS SPARE EXISTING SPLICE EXITING FEEDER WITH NEW FEEDER VIA WEATHERPROOF IN-LINE SPLICE KIT AT THE NEW RACK LOCATION, POLARIS CONNECTOR OR APPROVED EQUAL. CB CB 7 MAIN LOT ENTRY PLAZA 2 (15KVA) EXISTING 4-3/0 AWG, #6 GND, XHHW, 3"C 4-3/0 AWG, #6 GND, XHHW, 3"C POWER DISTRIBUTION RACK (15KVA) CB 9 9 EXISTING 3 SETS 4-350KCMIL, #1/0 GND, XHHW, 4" CONDUIT 3P 800A 2 3 1 9 15KVA NEU GND4 CONNECTED TO GROUND LOOP 3/4" x 10' GROUND ROD EXISTING 4 SETS 4-350KCMIL, 3/0 GND, XHHW, 4" CONDUIT EXISTING 2 SETS 4-3/0, #3 AWG GND, XHHW, 4" CONDUIT NEU GND4 CONNECTED TO GROUND LOOP 3/4" x 10' GROUND ROD EXISTING 4 SETS 4-350KCMIL, 3/0 GND, XHHW, 4" CONDUIT EXISTING 3 SETS 4-350KCMIL, #1/0 GND, XHHW, 4" CONDUIT 3P 800A 9 EXISTING PANEL MDPN - SEE PANEL SCHEDULES SHEET E-302 PANEL RPLN - SEE PANEL SCHEDULES SHEET E-302 SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE CB CB CB CB 10 SHUTTLE BUS ENTRY/EXIT (15KVA) 10 © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : c: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 1 \ I L M B P 3 - E 3 0 0 . d w g Pl o t t e d b y : Ji m m y W a g n e r Pl o t t e d o n : 6/ 2 3 / 2 0 2 5 1 2 : 1 1 P M AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 E-301 ELECTRICAL DETAILS (SHEET 1 OF 12) ALK RJW JTW 1 © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : c: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 1 \ I L M B P 3 - E 3 0 0 . d w g Pl o t t e d b y : Ji m m y W a g n e r Pl o t t e d o n : 6/ 2 3 / 2 0 2 5 1 2 : 1 1 P M AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 E-302 ELECTRICAL DETAILS (SHEET 2 OF 12) SCALE: RPLN PANEL SCHEDULE NTS 1 E-302 SCALE: RPLW PANEL SCHEDULE NTS 2 E-302 CIRCUIT INSTALLED IN PHASE 1B EXTEND EXISTING CIRCUIT FEEDER TO NEW LIGHTS AS SHOWN ON PLAN SHEETS. SEE E-200 SERIES FOR MORE INFORMATION2 KEY NOTES 1 2 1 2 1 2 ALK RJW JTW © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : c: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 1 \ I L M B P 3 - E 3 0 0 . d w g Pl o t t e d b y : Ji m m y W a g n e r Pl o t t e d o n : 6/ 2 3 / 2 0 2 5 1 2 : 1 1 P M AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 E-303 ELECTRICAL DETAILS (SHEET 3 OF 12) SCALE: MPZM1 PANEL SCHEDULE MODIFICATIONS NTS 1 E-303 SCALE: MDPW PANEL SCHEDULE NTS 3 E-303 INSTALL NEW CIRCUIT TO EXISTING PANEL REMOVE EXISTING CIRCUITS. MPZM2 TO FEED NEW BUS STATION. SEE BUS STATION PLANS FOR UPDATED MPZM2 PANEL SCHEDULE. REMOVE EXISTING CIRCUIT. RE-LABEL CIRCUIT BREAKER AS SPARE 2 KEY NOTES 2 3 3 2 1 1 1 SCALE: MPZM2 PANEL SCHEDULE MODIFICATIONS NTS 2 E-303 1 ALK RJW JTW 36 " ( N O T E 1 ) 28 ' 72 " ( N O T E 1 ) 24 " PARKING LOT POLE7 E-304 SCALE: NTS PARKING LOT POLE FIXTURE SCHEDULE1 E-304 SCALE: NTS SCALE: 2 E-304 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 Luminaire Schedule Label Arrangement LLF Description Lum. Watts Total Watts BUG Rating A BACK-BACK 0.900 Visionaire # ODN-3_T5LS_50L_4K-VA-110L-D2-28ft Round Tapered Steel Pole Gal-Double Coat 406 38164 B5-U0-G5 AT BACK-BACK 0.900 Visionaire # ODN-3_T5LS_50L_4K-VA-110L-D2-28ft Round Tapered Steel Pole Gal-Double Coat 406 11368 B5-U0-G5 B BACK-BACK 0.900 Visionaire # ODN-3_T5LS_35L_4K-VA-110L-D2-28ft Round Tapered Steel Pole Gal-Double Coat 248 15376 B5-U0-G4 C BACK-BACK 0.900 Visionaire # ODN-3_T5LS_40L_4K-VA-110L-D2-28ft Round Tapered Steel Pole Gal-Double Coat 298 3576 B5-U0-G4 D SINGLE 0.900 Visionaire # N2X-L_T5W_32LC_5_4K_DS- DCB-14 Cast Base-16ft Poles 53 1378 B3-U0-G1 E SINGLE 0.900 Visionaire # ODN-3_T3L_40L_4K-VA-110L-S1-28ft Round Tapered Steel Pole Gal-Double Coat 298 298 B4-U0-G5 F SINGLE 0.900 Visionaire # ODN-3_T5LS_40L_4K-VA-110L-S1-28ft Round Tapered Steel Pole Gal-Double Coat 298 4768 B5-U0-G4 G SINGLE 0.900 Visionaire # ODN-3_T5LS_50L_4K-VA-110L-S1-28ft Round Tapered Steel Pole Gal-Double Coat 406 406 B5-U0-G5 H SINGLE 0.900 Visionaire # ODN-3_T3L_30L_4K-VA-110L-S1-28ft Round Tapered Steel Pole Gal-Double Coat 206 412 B4-U0-G5 K SINGLE 0.900 Visionaire # ODN-3_T4L_40L_4K-VA-110L-S1-28ft Round Tapered Steel Pole Gal-Double Coat 298 894 B4-U0-G5 L BACK-BACK 0.900 Visionaire # ODN-2_T5LS_30L_4K-VA-110L-D2-28ft Round Tapered Steel Pole Gal-Double Coat 206 1236 B5-U0-G4 R4 SINGLE 0.900 Visionaire # ODN-3_T3L_40L_4K-VA-110L-S1-28ft Round Tapered Steel Pole Gal-Double Coat 298 3278 B4-U0-G5 R SINGLE 0.900 Visionaire # ODN-3-T3L_30L_4K-28ft Round Tapered Steel Pole Gal-Double Coat 206 9682 B4-U0-G5 NOTE: EACH FIXTURE SHALL BE PROVIDED WITH A 7-PIN RECEPTACLE 3000 PSI CONCRETE (NOTE 1) STAINLESS STEEL ANCHOR BOLTS PVC 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) BUSSMAN IN - LINE FUSE 5A MIN INCASED IN WATER PROOF FUSE HOLDERS BOND GROUND CONDUCTORS CONDUIT HANDHOLE - SEE DETAIL 2, THIS SHEET. CONNECTIONS TO HANDHOLES ARE AS SHOWN ON PLANS. GROUND HANDHOLE LED LIGHT FIXTURE WITH PHOTOCELL, SEE DETAIL 1 THIS SHEET FOR FIXTURE TYPE. 5 #6 REBAR VERTICAL AND #4 REBAR HORIZONTAL AT 12" ON CENTER (NOTE 1) EXOTHERMIC WELD GROUND WIRE TO REBAR EXOTHERMIC WELD 1.POLE FOUNDATION DIMENSIONS ARE FOR ESTIMATING PURPOSES ONLY. ACTUAL POLE FOUNDATION SHALL BE PER MANUFACTURER'S RECOMMENDATIONS BASED ON THE APPROVED CONTRACTOR SUBMITTAL WITH NC PE SEAL OF STRUCTURAL CALCULATIONS. STRUCTURAL DETAIL SHALL SHOW ALL ANCHOR BOLTS AND REBAR. NOTES: INSTALL LIGHT POLE IN GEOMETRIC CENTER OF LANDSCAPING AREA. SEE PLAN SHEETS FOR LOCATIONS AND FIXTURE TYPE. PARKING LOT LANDSCAPING ISLAND. SEE PLAN SHEETS FOR LOCATIONS CURB FOR PARKING LOT LANDSCAPING ISLAND FINISHED ASPHALT PAVEMENT FINISHED ASPHALT PAVEMENT FINISHED ASPHALT PAVEMENT PARKING LOT PARKING SPACE MARKING (TYP.) INSTALL LIGHT POLE FOUNDATION AT INTERSECTION OF FOUR PARKING SPACES. SEE PLAN SHEETS FOR LOCATIONS AND FIXTURE TYPE. LIGHT POLE INSTALLED IN MIDDLE OF LANSCAPING ISLAND5 E-304 SCALE: NTS LIGHT POLE INSTALLED IN MIDDLE OF PARKING SPACES6 E-304 SCALE: NTS FINISHED ASPHALT PAVEMENT LIGHT POLE INSTALLED ON PERMANENT ROAD3 E-304 SCALE: NTS FINISHED ASPHALT PAVEMENT FINISHED ASPHALT PAVEMENT TURF LIGHT POLE. SEE PLAN SHEETS FOR LOCATIONS AND FIXTURE TYPE DIRECTION OF TRAFFIC FLOW PERMANENT ROADWAY MARKING EDGE OF PERMANENT ROAD PAVEMENT EDGE OF PERMANENT ROAD PAVEMENT PERMANENT ROADWAY MARKING CURB PERMANENT ROAD CURB PERMANENT ROAD TURF 5.0' 18 " 18" 18" 18 " 18" 18 " LIGHT POLE (TYP.). SEE PLAN SHEETS FOR LOCATIONS AND FIXTURE TYPE FINISHED ASPHALT PAVEMENT PEDESTRIAN SIDEWALK PE D E S T R I A N SI D E W A L K FI N I S H E D AS P H A L T PA V E M E N T LIGHT POLE INSTALLED NEAR PEDESTRIAN SIDEWALK AT PREMIUM LOT4 E-304 SCALE: NTS © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : c: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 1 \ I L M B P 3 - E 3 0 0 . d w g Pl o t t e d b y : Ji m m y W a g n e r Pl o t t e d o n : 6/ 2 3 / 2 0 2 5 1 2 : 1 2 P M AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 E-304 ELECTRICAL DETAILS (SHEET 4 OF 12) ALK RJW JTW NOTES: 1.ALL DATA CABLE RUNS FROM THE DATA SOURCE TO THE ISLANDS MUST BE UNDER 300' 2.ALL CONDUITS ARE TO BE 1" UNLESS OTHERWISE NOTED 3.EACH LANE IS TO HAVE (1) 20 AMP CIRCUIT 4.ALL CONDUIT IS TO BE GROUPED AND TIGHTLY BUNDLED IN THE CENTER OF THE EQUIPMENT. 5.CONTRACTOR MUST AVOID ENTRY/EXIT PLAZA CANOPY FOOTERS WHEN INSTALLING CONDUIT. 6.INTERCEPT EXISTING CONDUIT STUB UPS TO INSTALL AND CONNECT NEW PARKING REVENUE EQUIPMENT TO DESIGNA SERVER. 7.INSTALL NEW CABLES IN EXISTING CONDUIT. 8.INTERCEPT AND EXTEND EXISTING CONDUITS INSTALLED IN PHASE 1B TO NEW PARKING REVENUE EQUIPMENT. SCALE: 1 E-305 MAIN LOT ENTRY PLAZA 1 EXTENSION SITE PLAN NTS 18" (TYP.) 6' (TYP.)3' ( T Y P . ) 5 2 8 EXISTING LANE 1 EXISTING LANE 2 EXISTING LANE 3 EXISTING LANE 4 5 5 2 89 8 8 9 NEW LANE 5 NEW LANE 6 NOTE 6 NOTE 6 NOTE 6 8 NOTE 7 NOTE 7 NOTE 7 NOTE 7 NOTE 7 NOTE 7 NOTE 7EXISTING ENTRY PLAZA CANOPY CONDUIT SCHEDULE MARK SIZE DESCRIPTION C01 1"POWER FEEDER, ONE 120V 20A CIRCUIT FROM POWER SOURCE C02 1"POWER CONDUIT FROM EQUIPMENT C05 1/2"LOOP LEAD-IN C08 1"DATA CONDUIT FROM EQUIPMENT (CAT 6A CABLE) C09 1 1/2"DATA FROM FACILITIES MANAGEMENT SYSTEM 1 2 5 8 9 NOTE 8 NOTE 8 NOTE 8 EXISTING INCOMING POWER AND COMM. FEEDERS FOR ENTRY PLAZA INSTALLED IN PHASE 1B 5 A 1 WAY DUCT DIRECT EARTH BURIED IN TURF2 E-305 SCALE: NTS A 1 WAY DUCT DIRECT EARTH BURIED IN PROPOSED ROADS3 E-305 SCALE: NTS A 1 WAY DUCT DIRECT EARTH BURIED IN PROPOSED PARKING LOTS4 E-305 SCALE: NTS A 1 WAY DUCT DIRECT EARTH BURIED IN PARKING LOT ENTRY/EXIT PLAZAS5 E-305 SCALE: NTS #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 SAND #6 AWG B.S.D. CU. COUNTERPOISE SCH. 40 PVC SIZE AS SHOWN ON PLANS (TYP.) SAND #6 AWG B.S.D. CU. COUNTERPOISE SCH. 40 PVC SIZE AS SHOWN ON PLANS (TYP.) SAND #6 AWG B.S.D. CU. COUNTERPOISE SCH. 40 PVC SIZE AS SHOWN ON PLANS (TYP.) SAND 26" (MIN.) 4" COVER ON ALL SIDES (TYP.) 26" (MIN.) 4" COVER ON ALL SIDES (TYP.) 26" (MIN.) 4" COVER ON ALL SIDES (TYP.) 8" 6" 26" (MIN.) 4" COVER ON ALL SIDES (TYP.) 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. B C 2" SEPARATION BETWEEN ALL CONDUITS 4" COVER ON ALL SIDES (TYP.) 4 WAY DUCT DIRECT EARTH BURIED IN TURF6 E-305 SCALE: NTS 24 " (M I N . ) 6" 8" CIVIL PAVING LEGEND PROPOSED ASPHALT PROPOSED AGGREGATE BASE COURSE (ABC) COMPACTED SUBGRADE PROPOSED PORTLAND CEMENT CONCRETE PAVEMENT 2" SEPARATION BETWEEN ALL CONDUITS 4" COVER ON ALL SIDES (TYP.) 4 WAY DUCT DIRECT EARTH BURIED IN PROPOSED PARKING LOTS7 E-305 SCALE: NTS 24 " (M I N . ) #6 AWG B.S.D. CU. COUNTERPOISE 4'' WIDE RED DETECTABLE TAPE. SEE NOTE 2. SCH. 40 PVC SIZE AS SHOWN ON PLANS (TYP.) SAND SEE CIVIL SPECS FOR COMPACTION #6 AWG B.S.D. CU. COUNTERPOISE SAND 8" DA B C DA SCH. 40 PVC SIZE AS SHOWN ON PLANS (TYP.) T R A F F I C F L O W © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : c: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 1 \ I L M B P 3 - E 3 0 0 . d w g Pl o t t e d b y : Ji m m y W a g n e r Pl o t t e d o n : 6/ 2 3 / 2 0 2 5 1 2 : 1 2 P M AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 E-305 ELECTRICAL DETAIL (SHEET 5 OF 12) ALK RJW JTW REMOVE EXISTING POLE MOUNTED CCTV CAMERA (TYP. OF 3)REMOVE EXISTING SAFETY LOOP (TYP. OF 6) REMOVE EXISTING TICKET SPITTER (TYP. OF 3) REMOVE EXISTING ARM GATE (TYP. OF 3) REMOVE EXISTING POWER/COMM. FEEDER TO EXISTING PARKING REVENUE EQUIPMENT. DEMOLISH EXISTING CONDUIT REMOVE EXISTING POWER/COMM. FEEDER TO EXISTING PARKING REVENUE EQUIPMENT. PROTECT EXISTING CONDUITS IN PLACE EXISTING MPZM2 POWER AND COMM. RACK. PROTECT IN PLACE EXISTING COMM. FEEDER TO MPZM2 COMM. RACK - PROTECT IN PLACE EXISTING 4-4" DUCT TO PARKING LOT. PROTECT IN PLACE EXISTING 2-4" D.D AND 2-2" DUCT NORTH POWER DISTRIBUTION SITE. PROTECT IN PLACE EXISTING POWER HANDHOLE. PROTECT IN PLACE. XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX EXISTING MPZM1 POWER AND COMM. RACK. PROTECT IN PLACE EXISTING COMM. FEEDER TO MPZM2 COMM. RACK - PROTECT IN PLACE EXISTING 4-4" DUCT TO PARKING LOT. PROTECT IN PLACE EXISTING 2-4" D.D AND 2-2" DUCT NORTH POWER DISTRIBUTION SITE. PROTECT IN PLACE EXISTING POWER HANDHOLE. PROTECT IN PLACE. INTERCEPT AND EXTEND EXISTING 1" CONDUITS TO HANDHOLE BY BUS STATION (TYP. OF 6 CONDUITS) 3- 1 " C ( P O W E R ) 3- 1 " C ( C O M M . ) INSTALL NEW POWER HANDHOLE. SEE BUS STATION PLANS FOR EXTENSION OF POWER FEEDERS TO BUS STATON INSTALL NEW COMM. HANDHOLE. SEE BUS STATION PLANS FOR EXTENSION OF COMM. FEEDERS TO BUS STATON NEW BUS STATON. SEE BUS STATION PLANS FOR POWER AND COMM. REQUIREMENTS AND CONNECTIONS. 5. 0 0 ' P C © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : c: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 1 \ I L M B P 3 - E 3 0 0 . d w g Pl o t t e d b y : Ji m m y W a g n e r Pl o t t e d o n : 6/ 2 3 / 2 0 2 5 1 2 : 1 2 P M AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 E-306 SCALE: 1 E-306 MAIN LOT ENTRY PLAZA 2 ELECTRICAL DEMOLITION PLAN 1" = 5'SCALE: 2 E-306 BUS STOP 3 POWER AND COMM. FEEDER ELECTRICAL PLAN 1" = 5' ELECTRICAL DETAIL (SHEET 6 OF 12) ALK RJW JTW © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : c: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 1 \ I L M B P 3 - E 3 0 0 . d w g Pl o t t e d b y : Ji m m y W a g n e r Pl o t t e d o n : 6/ 2 3 / 2 0 2 5 1 2 : 1 2 P M AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 E-307 SCALE: 1 E-307 BUS STOP ENTRY/EXIT GATE SITE PLAN 1" = 5' ELECTRICAL DETAIL (SHEET 7 OF 12) NOTES: 1.ALL DATA CABLE RUNS FROM THE DATA SOURCE TO THE ISLANDS MUST BE UNDER 300' 2.ALL CONDUITS ARE TO BE 1" UNLESS OTHERWISE NOTED 3.EACH LANE IS TO HAVE (1) 20 AMP CIRCUIT 4.ALL CONDUIT IS TO BE GROUPED AND TIGHTLY BUNDLED IN THE CENTER OF THE EQUIPMENT. 5.CONTRACTOR MUST AVOID ENTRY/EXIT PLAZA CANOPY FOOTERS WHEN INSTALLING CONDUIT. 6.INTERCEPT EXISTING CONDUIT STUB UPS TO INSTALL AND CONNECT NEW PARKING REVENUE EQUIPMENT TO DESIGNA SERVER. 7.INSTALL NEW CABLES IN EXISTING CONDUIT. 8.INTERCEPT AND EXTEND EXISTING CONDUITS INSTALLED IN PHASE 1B TO NEW PARKING REVENUE EQUIPMENT. 5 8 CONDUIT SCHEDULE MARK SIZE DESCRIPTION C01 1"POWER FEEDER, ONE 120V 20A CIRCUIT FROM POWER SOURCE C02 1"POWER CONDUIT FROM EQUIPMENT C05 1/2"LOOP LEAD-IN C08 1"DATA CONDUIT FROM EQUIPMENT (CAT 6A CABLE) C09 1 1/2"DATA FROM FACILITIES MANAGEMENT SYSTEM 1 2 5 8 9 5 5 5 9 9 8 8 1 1 2 2 POWER/COMM. ENCLOSURE FOR BUS ENTRY/EXIT GATES. SEE DETAILS 2-4, THIS SHEET 2" CONDUIT (INCOMING POWER FROM PANEL MDPW. SEE SHEET E-202 FOR CONTINUATION) 2" CONDUIT (INCOMING COMM. SEE SHEET E-202 FOR CONTINUATION) 2" CONDUIT (POWER TO VMS SIGN LA-DIR.001. SEE SHEET E-202 FOR CONTINUATION) SAFETY LOOP (TYP.)6.00' 3. 0 0 ' 1. 5 0 ' 1. 5 0 ' 3. 0 0 ' 6.00' 6. 0 0 ' 3.00' 3.00' 12 . 0 0 ' BUS ENTRY/EXIT GATE. INSTALL PER MANUFACTURER RECOMMENDATIONS (DESIGNA) (TYP.) BUS ENTRY/EXIT CARD READER. INSTALL PER MANUFACTURER RECOMMENDATIONS (DESIGNA) (TYP.) 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 CAT 6A CABLES - QUANTITY AS NEEDED AND SHOWN ON THE PLANS NOT USED 2-#12 AWG, #12 AWG GND, XHHW OUTPUT OF UPS, 120V, CLEAN POWER. PARKING REVENUE SYSTEM / COMM. ENCLOSURE EQUIPMENT SCHEDULE: PARKING REVENUE SYSTEM - (DESIGNA)4 E-307 SCALE: NTS 12" 18" 6" 6" PARKING REVENUE SYSTEM - (DESIGNA) - ELEVATION VIEW2 E-307 SCALE: NTS 6" 6" 12" (TYP.) PARKING REVENUE SYSTEM - (DESIGNA) - PLAN VIEW3 E-307 SCALE: NTS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 SA FAN INPUT POWER TO UPS 14 4 15 9 10 12 11 17 17 17 17 18 8 5 2 3 6 7 1 5 17 12" 12" SEE DETAIL 6, THIS SHEET (TYP.) 1 " PVC TO DEVICES1 " PVC. INCOMING FIBER OPTIC CABLE 2 " PVC. INCOMING COMM. ENCLOSURE POWER SEE DETAIL 4, THIS SHEET FOR COMM. ENCLOSURE EQUIPMENT 1 " PVC. OUTGOING FIBER OPTIC CABLE #4/0 GROUND LOOP CABLE MINI POWER-ZONE (MPZ). SEE PANEL SCHEDULE, THIS SHEET 3/4" EMT, 3-NO. 12 AWG, XHHW (TYP.) 2" LIQUID TIGHT CONDUIT. UPS INPUT POWER- 3-NO. 12 AWG, XHHW (TYP) OUTPUT POWER- 3-NO. 12 AWG, XHHW (TYP)-CLEAN POWER 13 SPARE SEE DETAIL 6, THIS SHEET (TYP.) COMM. ENCLOSURE PVC SLEEVE1" CHAMFER (TYP.) 15 NOTES: 1.SEE DETAIL 1, THIS SHEET FOR SIZE AND DESTINATION OF CONDUITS EXITING THE MPZ AND COMM. ENCLOSURE. BUS ENTRY/EXIT MINI POWER-ZONE (MPZB) PANEL SCHEDULE5 E-307 SCALE: NTS BUS ENTRY/EXIT LANE 1 BUS ENTRY/EXIT LANE 2 PROTECT EXISTING AT&T COMM. DUCT IN PLACE PROTECT EXISTING DUKE ENERGY DUCT IN PLACE CURB AND GUTTER (TYP.) DR I V E A I S L E DR I V E A I S L E 12" 5' AIR TERMINAL INSTALL 3' ABOVE RACK STRUCTURE SUPPORT AIR TERMINAL 6 PLACES WITH THOMPSON NO. 805X OR EQUAL U-BOLT TYPE PIPE BONDING CLAMP (TYPICAL AIR TERMINALS AND DOWN CONDUCTORS) THOMPSON 28 OR EQUAL DOWN CONDUCTOR AND #4/0 EXOTHERMIC WELD TYPICAL 2 PLACES 1" PVC SLEEVE DOWN CONDUCTOR AND #4/0 EXOTHERMIC WELD TYPICAL 2 PLACES TO GROUND LOOP INSTALL THOMPSON NO. 690X HORIZONTAL CONNECTOR OR EQUAL FOR BONDING DOWN CONDUCTOR TO AIR TERMINAL FRAME DETAILS AND LIGHTNING PROTECTION6 E-307 SCALE: NTS ALK RJW JTW 2" CONDUIT (POWER TO VMS SIGN LA-DIR.001. SEE SHEET E-202 FOR CONTINUATION) PROVIDE ALL NECCESSARY EQUIPMENT (JBOX, MEDIA CONVERTER, NETWORK SWITCHES, DISCONNECT, ETC.) TO SUPPORT LED DISPLAYS GROUND LOOP 1/0 AWG 3/4" X 10 GROUND ROD FRONT SIDE OF SIGN - SEE VMS PLANS FOR SIGN DETAILSFOUNDATION - SEE VMS PLANS FOR FOUNDATION DETAILS PO W E R C O N D U I T S CO M M . C O N D U I T S SCALE: 2 E-308 REAR ELEVATION - TYPE D - HYBRID PARKING DIRECTORY - ELECTRICAL NTS SCALE: 1 E-308 VMS ELECTRICAL PLAN - PLAN VIEW NTS TYPE III LED DISPLAY TYPE III LED DISPLAY FUSED DISCONNECT SWITCH - PROPERLY SIZE, NEMA 4X DISCONNECT SWITCH 12" +/- 12" +/- IF SHOWN ON PLANS - SEE ELECTRICAL LAYOUT PLANS IF SHOWN ON PLANS - SEE ELECTRICAL LAYOUT PLANS © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : c: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 1 \ I L M B P 3 - E 3 0 0 . d w g Pl o t t e d b y : Ji m m y W a g n e r Pl o t t e d o n : 6/ 2 3 / 2 0 2 5 1 2 : 1 2 P M AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 E-308 ELECTRICAL DETAIL (SHEET 8 OF 12) ALK RJW JTW IDF ROOM IN ADMIN. BUILDING (LOOP B) COMM. ENCLOSURE NEAR CONSTRUCTION TRAILERS (LOOP A) MAIN LOT ENTRANCE 1 LOT F ENTRANCE BUS STOP 1 (LOOP B) MARCH LOT EXIT MAIN LOT ENTRANCE 2 BUS STOP 2 (LOOP A) ILM TERMINAL BUILDING LOWER LEVEL - BUILDING MANAGEMENT ROOM. SEE DETAIL 2, THIS SHEET LOT F EXIT MARCH LOT ENTRANCE SCALE: 1 E-309 PARKING LOT FIBER OPTIC LOOP SINGLE LINE DIAGRAM NTS 1-48 STRAND FOC (AIRPORT FIBER - LOOP B) 1-48 STRAND FOC (AIRPORT FIBER - LOOP A) 1-48 STRAND FOC (AIRPORT FIBER - LOOP A) 1-48 STRAND FOC (AIRPORT FIBER - LOOP B) 1-48 STRAND FOC (AIRPORT FIBER - LOOP B) 1-48 STRAND FOC (AIRPORT FIBER - LOOP A) 1-48 STRAND FOC (AIRPORT FIBER - LOOP A) 1-48 STRAND FOC (AIRPORT FIBER - LOOP B) FIBER OPTIC CABLE LEGEND EXISTING FIBER OPTIC CABLE (LOOP A) (INSTALLED IN PHASE 1B) EXISTING FIBER OPTIC CABLE (LOOP B) (INSTALLED IN PHASE 1B) NEW FIBER OPTIC CABLE (LOOP A) NEW FIBER OPTIC CABLE (TERMINAL BUILDING MANAGEMENT ROOM TO PARKING GARAGE) NEW FIBER OPTIC CABLE (PARKING GARAGE TO IDF ROOM IN ADMIN BUILDING) NEW FIBER OPTIC CABLE (IDF ROOM IN ADMIN BUILDING TO VMS SIGN LA-DIR.004) 1-6 STRAND FOC (AIRPORT FIBER - LOOP A) 1-6 STRAND FOC (AIRPORT FIBER - LOOP B) 1-6 STRAND FOC (AIRPORT FIBER - LOOP B) 1-6 STRAND FOC (AIRPORT FIBER - LOOP B) 1-6 STRAND FOC (AIRPORT FIBER - LOOP B) 1-6 STRAND FOC (AIRPORT FIBER - LOOP A) 1-48 STRAND FOC (AIRPORT FIBER - LOOP B) 1-48 STRAND FOC (AIRPORT FIBER - LOOP A) 1-48 STRAND FOC (AIRPORT FIBER - LOOP A) 1-48 STRAND FOC (AIRPORT FIBER - LOOP B) VMS SIGN RD-DIR.010 VMS SIGN RD-DIR.012 VMS SIGN RD-DY.011 1-6 STRAND FOC (AIRPORT FIBER - LOOP A)1-6 STRAND FOC (AIRPORT FIBER - LOOP A)1-6 STRAND FOC (AIRPORT FIBER - LOOP A) VMS SIGN LA-DIR.001 SHUTTLE BUS GATE ENTRY/EXIT 1-6 STRAND FOC (AIRPORT FIBER - LOOP A) 1-6 STRAND FOC (AIRPORT FIBER - LOOP A) RACK MOUNT COMM. ENCLOSURE (INSTALLED IN PHASE 1B) OUTDOOR UPS (INSTALLED IN PHASE 1B) ELECTRIC FAN / VENT, 120-VOLT. NOT SUPPORTED UPS (INSTALLED IN PHASE 1B) EXISTING QUAD OUTLET, 120-VOLT (INSTALLED IN PHASE 1B) DUAL OUTLET, GFCI, 120-VOLT (INSTALLED IN PHASE 1B) SWITCH, 120V, 1-POLE FOR HEATER AND FAN ONLY (INSTALLED IN PHASE 1B) HEATER HOFFMAN 200-WATT, 120V, NO. DAH12001A OR APPROVED EQUAL. NOT SUPPORTED BY UPS (INSTALLED IN PHASE 1B) SURGE SUPPRESSION - VISION TECH. INC., SSP20, 120V, 20A, 60KA, (8/20US) (INSTALLED IN PHASE 1B) INPUT POWER, 120V, 1-PHASE, SEE PANEL SCHEDULES (INSTALLED IN PHASE 1B) 2-#12 AWG, #12 AWG GND, XHHW (INSTALLED IN PHASE 1B) OUTPUT OF UPS, 120V, CLEAN POWER (INSTALLED IN PHASE 1B) FIBER OPTIC PATCH PANEL - AFL LIGHTLINK LL-580 OPTICAL SPLICING AND DISTRIBUTION ENCLOSURE OR APPROVED EQUAL 72-PORT LC, (TYP OF 3), 33.5"L x 13"Wx 5.625"D, NEMA 3R OR APPROVED EQUAL (INSTALLED IN PHASE 1B) 1-48 STRAND FIBER OPTIC CABLE - LOOP A - SINGLE MODE (INSTALLED IN PHASE 1B) 1-6 STRAND FIBER OPTIC CABLE PER DEVICE BEING SERVICED BY THE COMMUNICATION ENCLOSURE (I.E. PARKING ENTRANCE LANE) AS SHOWN ON PLANS - SINGLE MODE (INSTALLED IN PHASE 1B) NEW 1-6 STRAND FIBER OPTIC CABLE TO SHUTTLE BUS GATE ENTRY/EXIT AND VMS SIGN LA-DIR.001 TO BE SERVICED BY THE COMMUNICATION ENCLOSURE. PARKING REVENUE SYSTEM / COMM. ENCLOSURE EQUIPMENT SCHEDULE: 1 2 3 4 5 6 7 8 9 10 11 MODIFICATIONS TO RACK MOUNTED COMM. BOX NEAR MONTEITH TRAILER4 E-309 SCALE: NTS SA FAN INPUT POWER TO UPS 9 13 5 6 8 7 10 10 11 4 2 3 1 10 3/4" EMT, 3-NO. 12 AWG, XHHW (TYP.) 2" LIQUID TIGHT CONDUIT. UPS INPUT POWER- 3-NO. 12 AWG, XHHW (TYP) OUTPUT POWER- 3-NO. 12 AWG, XHHW (TYP)-CLEAN POWER SPARE 12 13 13 1 6 12 18 24 30 12 1 6 12 18 24 30 36 36 13 13 14 14 1-12 STRAND FOC (BUNDLE 'A' OF 1-48 STRAND FOC) 1-12 STRAND FOC (BUNDLE 'B' OF 1-48 STRAND FOC) 1-12 STRAND FOC (BUNDLE 'C' OF 1-48 STRAND FOC) 1-12 STRAND FOC (BUNDLE 'A' OF 1-48 STRAND FOC) 1-12 STRAND FOC (BUNDLE 'B' OF 1-48 STRAND FOC) 1-12 STRAND FOC (BUNDLE 'C' OF 1-48 STRAND FOC) 1-12 STRAND FOC (BUNDLE 'D' OF 1-48 STRAND FOC) 15 15 PARKING GARAGE COMM. ROOM T1 1-48 STRAND FOC 1-48 STRAND FOC 1-12 STRAND FOC 1-12 STRAND FOC VMS SIGN LA-DIR.004 1-6 STRAND FOC © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : c: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 1 \ I L M B P 3 - E 3 0 0 . d w g Pl o t t e d b y : Ji m m y W a g n e r Pl o t t e d o n : 6/ 2 3 / 2 0 2 5 1 2 : 1 2 P M AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 E-309 ELECTRICAL DETAIL (SHEET 9 OF 12) ALK RJW JTW EXISTING FIBER OPTIC SPLICE FRAME-FLOOR MOUNTED / OPEN FRAME2 E-310 SCALE: NTS FIBER OPTIC SPLICE HOUSING -FRONT COVER NOT SHOWN - SEE DETAIL 4 AND 5, THIS SHEET - SEE FIBER CABLE ASSIGNMENTS TABLE, THIS SHEET VERTICAL CABLE MANAGEMENT SYSTEM (6"MIN). 48-PORT CAT6A PATCH PANEL BAY #1 UPS EXTREME TEMPERATURE NETWORK, INC SMART 1548 OR APPROVED EQUAL - POWER FROM LOCAL POWER PANEL, 120V, 3-#10 AWG, XHHW EACH IN EMT CONDUIT FOC CASSETTE 1.1 FOC CASSETTE 1.2 FOC CASSETTE 1.4 FOC CASSETTE 1.3 12-OUTLET RACK (120V) SEE FIBER CABLE ASSIGNMENTS TABLE, THIS SHEET INSTALLED IN PHASE 1B PROVIDE ADDITIONAL UPS IF NEEDED FIBER OPTIC CABLE ASSIGNMENT TABLE3 E-310 SCALE: NTS EXISTING PAGING NETWORK CABINET EXISTING SECURITY NETWORK CABINET EXISTING NETWORK EXISTING NETWORK NETWORK NEW CABINET PARTITIONED OFFICE CABINET SEE SHEET T-401-2 FOR INSTALLATION REQUIREMENTS PROVIDE LOCAL 120V POWER SOURCE TO UPS NEW FIBER OPTIC COMM. RACK. SEE DETAIL 2, THIS SHEET. SEE FIBER OPTIC CABLE ASSIGNMENT TABLE, THIS SHEET WALL MOUNTED RACK WALL MOUNT BAGGAGE CLAIM SCREEN DESK (TYP.) SCALE: 1 E-310 ENLARGED PLAN BUILDING MANAGEMENT ROOM A11 RAMO LEVEL PLAN - ALT 2 NTS © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : c: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 1 \ I L M B P 3 - E 3 0 0 . d w g Pl o t t e d b y : Ji m m y W a g n e r Pl o t t e d o n : 6/ 2 3 / 2 0 2 5 1 2 : 1 3 P M AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 E-310 ELECTRICAL DETAILS (SHEET 10 OF 12) ALK RJW JTW PLAN VIEW 46" 38" 34" 32" 30" 10 " 1 3 / 8 " 6' 6' 2' M I N , 5 ' M A X OCTAGONAL ELECTRICAL MANHOLE NOT TO SCALE WT: 20,100 LBS. WT: 19,300 LBS. WT: 770 LBS. MANHOLE GROUNDING DETAIL NOT TO SCALE DUCT BANK DUCT BANK MANHOLE (SIDE VIEW) MANHOLE (TOP VIEW) 8'-3" NOTES: 1.MANHOLE MANUFACTURER TO BE APPROVED BY DUKE ENERGY. 2.MANHOLES SHALL BE ORDERED SUCH THAT THE NUMBER OF CONDUIT OPENINGS MATCH THE NUMBER OF PROPOSED CONDUITS LEADING TO THAT PARTICULAR MANHOLE. 3.SEE MANHOLE SPECIFICATION AND INSTALLATION NOTE 15 FOR LOADING INFORMATION. ALL MANHOLES SHALL BE STANDARD DUTY (H-20 RATED) UNLESS OTHERWISE NOTED. SUMP WITH COVER INSERT FOR RACKING (TYPICAL) PULLING IRON (TYPICAL OF 4) 6"Ø TERM-A-DUCT (SEE NOTE 2 BELOW) 36"Ø ACCESS OPENING ELECTRIC MANHOLE RING AND COVER 6'-3" #2 BARE CU COUNTERPOISE 4/0 COPPER RING BUS #2 BARE CU COUNTERPOISE 5/8"x 8' GROUND RODS 11'-0 " 11' - 0 " DUCT BANK 5/8" x 8' GROUND RODS LEAVE 6" OF ROD EXPOSED INSIDE MANHOLE OPENING FOR GROUND ROD (TYPICAL OF 2) 10" THICK CONCRETE APRON WITH #5 REBAR @8" O.C. EACH WAY AND 4 DIAGONAL BARS AS SHOWN. CENTER REINFORCING IN SLAB RING & COVER TOP OF MANHOLE STRUCTURE COLLAR EXTENSIONS AS REQUIRED HEAVY DUTY MANHOLE FRAME AND COVER (SEE NOTE 4 BELOW) PICKBARS WITH DRAIN HOLES (TYP OF 4) LOCKING ARM BOLT WITH PLASTIC COVER TIMING NOTCH NOTES: 1.MANHOLE RING, COVER AND COLLAR EXTENSIONS MUST BE PROPERLY SEALED AT EACH JOINT. 2.MANHOLE RING AND COVER SHALL BE CONSIDERED INCIDENTAL TO THE MANHOLE. 3.MANHOLE RING AND COVER SHALL BE BOLTED AND WATERTIGHT. 4.CASTING SHALL BE EAST JORDAN PRODUCT #00340221A02 HEAVY DUTY FRAME AND COVER OR APPROVED EQUAL. 5.COORDINATE WITH DUKE ENERGY FOR RING AND COVER ORIENTATION RELATED TO EXPLOSION MITIGATION ALIGNMENT. IN GENERAL, LOCKING ARM IS THE VENTING SIDE OF COVER AN SHALL BE ORIENTED AWAY FROM PUBLIC STRUCTURES, WALKWAYS AND ROADWAYS. 6.SEE MANHOLE SPECIFICATION AND INSTALLATION NOTE 15 FOR STRUCTURE LOADING INFORMATION. ALL MANHOLES SHALL BE STANDARD DUTY UNLESS OTHERWISE NOTED. NOTES: 1.THIS CONCRETE APRON IS TO BE INSTALLED AROUND ALL UTILITY ELECTRICAL MANHOLE RINGS THAT DO NOT LIE WITHIN A PAVED SURFACE. 2.CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI. 3.CONCRETE APRONS AROUND MANHOLES SHALL BE CONSIDERED INCIDENTAL TO THE APPLICABLE MANHOLE LINE ITEMS. 10'-0 " 10' - 0 " OCTOGONAL UTILITY MANHOLE (10' x 10')1 E-311 SCALE: NTS ELECTRICAL MANHOLE RING AND COVER2 E-311 SCALE: NTS CONCRETE APRON AROUND MANHOLE3 E-311 SCALE: NTS UTILITY MANHOLE INSTALLATION NOTES: 1.OPENINGS SHALL BE FREE OF PROTRUSIONS WHICH COULD INJURE PERSONNEL OR PREVENT QUICK EGRESS. 2.A FOUR INCH DEEP BY 15 INCH DIAMETER SUMP HOLE WITH REMOVABLE COVER SHALL BE INCLUDED IN THE BOTTOM OF THE MANHOLE TO ALLOW FOR WATER REMOVAL. THE SUMP HOLE SHALL BE LOCATED DIRECTLY UNDERNEATH THE ACCESS HOLE IN THE CENTER OF THE MANHOLE. 3.PULLING IRONS SHALL BE INSTALLED IN THE MANHOLE FLOOR AND CEILING OPPOSITE EACH CONDUIT OPENING. THE PULLING IRONS MUST BE LOCATED SIX (6) INCHES FROM THE WALL OF THE MANHOLE AND MUST HAVE A PULLING STRENGTH OF 20,000 POUNDS. 4.MANHOLES SHALL BE SECURELY CLOSED BY A 32" DIAMETER ROUND HEAVY DUTY COVER WITH A 30" MINIMUM INGRESS/EGRESS OPENING. MANHOLE COVERS SHALL BE OF SUFFICIENT WEIGHT OR PROPER DESIGN THAT CAN NOT BE EASILY REMOVED WITHOUT TOOLS. MANHOLE COVERS SHALL BE MARKED WITH THE WORD ``ELECTRIC'' FOR IDENTIFICATION AND SHALL ALSO INCLUDE PICK BARS AND LOCKING ARM (EAST JORDAN PRODUCT 00340221A02 OR APPROVED EQUIVALENT). 5.TYPICAL PRE-CAST MANHOLES ARE MANUFACTURED IN TWO PIECES: A BASE UNIT AND A TOP UNIT, BOTH WITH HALF WALLS. THE ROOF OF THE TOP UNIT HAS A 36" HOLE FOR ACCESS. A BUTYL RUBBER SEALANT SHALL BE USED IN THE JOINT BETWEEN THE TOP AND BOTTOM SECTIONS TO PROVIDE ADDITIONAL WATERPROOFING. 6.THE FLOOR OF THE AREA THAT IS EXCAVATED FOR THE MANHOLE INSTALLATION SHALL BE FILLED WITH AN APPROXIMATELY SIX INCH THICK, LEVEL BED OF #57 CRUSHED STONE (OR SIMILAR) PRIOR TO INSTALLING THE MANHOLE. THIS WILL AID IN LEVELING THE MANHOLE AND PROVIDE IMPROVED DRAINAGE. 7.THE TOTAL EXCAVATION DEPTH MUST TAKE INTO ACCOUNT THE BED OF GRAVEL BENEATH THE MANHOLE AND THE TOTAL EXTERNAL HEIGHT OF THE MANHOLE WHICH INCLUDES THE COLLAR EXTENSION(S) AND THE MANHOLE RING. A MINIMUM OF TWO FEET OF COVER IS REQUIRED ON TOP OF THE MANHOLE AT FINAL GRADE. IN ADDITION, MANHOLES SHALL BE INSTALLED WITH NO MORE THAN FIVE FEET OF COVER ON TOP OF THE MANHOLE. 8.MANHOLES SHALL BE INSTALLED ACCORDING TO BOTH THE MANUFACTURER'S AND DUKE ENERGY'S SPECIFICATIONS. 9.COLLAR EXTENSIONS CAN BE ADDED TO THE TOP OF THE MANHOLE TO REACH PROPER ELEVATION. EXTENSION COLLARS ARE AVAILABLE IN 3", 6", 9", 12", 15", AND 24" HEIGHTS. APPROPRIATE SEALANT OR MORTAR MIX SHALL BE USED TO CONNECT COLLARS TOGETHER. COMBINATIONS OF EXTENSION COLLARS, AND MORTAR MIX CAN BE USED TO OBTAIN A PRECISE HEIGHT AND/OR LEVELING. THE COVER MUST BE ALIGNED AND EVEN WITH THE FINAL PAVEMENT ELEVATION OR SLIGHTLY ABOVE FINAL GRADE IN NON-PAVED AREAS. COVERS AND RINGS SHALL BE SEALED ACCORDING TO THE MANUFACTURER GUIDELINES FOR INSTALLATION. 10.THE CONDUITS THAT ARE INSTALLED INTO THE MANHOLE SHALL BE ANGLED DOWN INTO THE MANHOLE AT A MINIMUM OF 1" EVERY 20' TO ALLOW WATER TO FLOW INTO THE MANHOLE. IN ADDITION, THE CONDUITS SHALL BE INSTALLED INTO THE LOWEST AVAILABLE HOLES ON THE MANHOLE. ONCE THE CONDUITS ARE INSTALLED INTO THE MANHOLE, THE OPENINGS AROUND THEM SHALL BE SEALED AND GROUTED. 11.CONTRACTOR SHALL CONTACT DUKE ENERGY PROJECT ENGINEER TO ALLOW THE MANHOLE TO BE INSPECTED DURING INSTALLATION. 12.THE CONTRACTOR SHALL FURNISH AND INSTALL AT LEAST TWO (2) GALVANIZED STEEL OR COPPER GROUND RODS IN EACH MANHOLE. THE GROUND RODS SHALL BE EIGHT FEET LONG BY 5/8" DIAMETER AND APPROVED BY DUKE ENERGY. THE GROUND RODS SHALL BE LOCATED ON OPPOSITE ENDS OF THE MANHOLE AND EXTEND SIX (6) INCHES FROM THE MANHOLE WALL WITH GROUTING INSTALLED AROUND THE RODS TO SEAL THE OPENING. 13.THE TOTAL GROUND RESISTANCE IN EACH MANHOLE MUST BE 25 OHMS OR LESS. IN THE EVENT THAT THERE IS DIFFICULTY OBTAINING THE PROPER GROUND RESISTANCE, CONTACT THE DUKE ENERGY PROJECT ENGINEER TO DISCUSS ALTERNATIVE METHODS FOR IMPROVING THE GROUNDING. 14.A #2 BARE COPPER GROUND WIRE SHALL BE INSTALLED INTO THE MANHOLE FROM THE DUCT BANK SYSTEM. DUKE ENERGY WILL FURNISH AND INSTALL THE 4/0 BARE COPPER RING BUS INSIDE THE MANHOLE. SEE ``MANHOLE GROUNDING DETAIL", THIS SHEET. 15.ALL MANHOLES AND HANDHOLES SHALL BE EITHER STANDARD OR HEAVY DUTY LOADING. STANDARD DUTY MANHOLES SHALL BE H-20 LOADING. HEAVY DUTY MANHOLES SHALL ACCOMMODATE AIRCRAFT LOADINGS OF 200,000 POUNDS DUAL WHEEL GEAR. CONTRACTOR SHALL SUBMIT DRAWINGS OF THE MANHOLE, FRAME AND GRATE THAT ARE SEALED BY A NORTH CAROLINA PROFESSIONAL ENGINEER STATING THE FINISHED ASSEMBLY MEETS THIS LOADING REQUIREMENT. © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : c: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 1 \ I L M B P 3 - E 3 0 0 . d w g Pl o t t e d b y : Ji m m y W a g n e r Pl o t t e d o n : 6/ 2 3 / 2 0 2 5 1 2 : 1 3 P M AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 E-311 ELECTRICAL DETAILS (SHEET 11 OF 12) ALK RJW JTW UTILITY DUCT BANK INSTALLATION NOTES: 1.EACH CONDUIT RUN BETWEEN MANHOLE LOCATIONS SHOULD BE AS STRAIGHT AS POSSIBLE. THE OVERALL LENGTH OF A CONDUIT RUN SHOULD NOT EXCEED 450 FEET BETWEEN MANHOLE LOCATIONS. THE MAXIMUM DISTANCE FROM MANHOLES TO RISER POLES OR PADMOUNTED EQUIPMENT (SWITCHGEAR, TRANSFORMER, etc.) SHOULD NOT EXCEED 100 FEET. THE TOTAL ANGULAR DEFLECTION OF ALL BENDS IN A CONDUIT RUN SHOULD NOT EXCEED 180 DEGREES. 2.SIX INCH GREY ELECTRICAL GRADE PVC CONDUIT WITH A WALL THICKNESS OF 0.227" (DB120) OR GREATER SHALL BE USED FOR ALL PRIMARY DUCT BANK INSTALLATIONS. 3.GREY ELECTRICAL GRADE SCHEDULE 40 PVC BENDS WITH A MINIMUM RADIUS OF 36 INCHES ARE REQUIRED FOR ALL BENDS. 4.EFFORT SHALL BE MADE TO INSTALL THE DUCT BANK AT LEAST THREE FEET AWAY FROM FOREIGN UTILITIES WHEN POSSIBLE TO HELP PROVIDE CLEAR WORKING SPACE FOR THE MAINTENANCE OF THE FACILITIES. 5.THE DUCT BANK TRENCH SHOULD BE EXCAVATED TO DEPTH WITH THE BOTTOM SMOOTH AND FREE OF ROCKS. A FOUR INCH BED OF SAND SHOULD BE ADDED IF THE BOTTOM OF THE TRENCH IS ROCKY. THE TRENCH MUST BE DEEP ENOUGH TO ALLOW THE TOP OF THE DUCT BANK ENCASEMENT TO BE A MINIMUM OF TWO FEET BELOW FINAL GRADE. THE TYPICAL MAXIMUM DEPTH FOR THIS DUCT BANK INSTALLATION SHOULD BE FOUR TO FIVE FEET FROM GRADE TO THE TOP OF THE DUCT BANK. 6.WHEN DIGGING UNDERNEATH FOREIGN UTILITIES, CARE SHOULD BE TAKEN TO ADEQUATELY SUPPORT THESE FACILITIES SO THEY WILL NOT COLLAPSE INTO THE TRENCH. 7.THE TRENCH SHALL BE ANGLED DOWN TO MANHOLES AND VAULTS AT A MINIMUM SLOPE OF 1" EVERY 20' TO ALLOW WATER TO DRAIN OUT OF THE CONDUITS. WHEN TYING THE DUCT BANK INTO MANHOLES, THE CONDUITS SHALL BE INSTALLED INTO THE LOWEST AVAILABLE HOLES ON THE MANHOLE WITH THE SPACE AROUND THEM GROUTED AND SEALED. WHEN TYING DUCT BANK INTO VAULTS, THE CONDUITS SHALL BE INSTALLED INTO THE VAULT AT A HEIGHT AND LOCATIONS DETERMINED BY THE DUKE ENERGY PROJECT ENGINEER. 8.CONDUIT SPACERS ARE TO BE INSTALLED APPROXIMATELY EVERY FOUR (4) FEET ALONG THE DUCT BANK. 9.CONDUITS ARE TO BE PLACED ON THE SPACERS AND EACH JOINT PREPARED AND GLUED FOLLOWING THE MANUFACTURER'S SPECIFICATIONS. THE CONDUITS MUST THEN BE SECURED IN POSITION TO PREVENT THEM FROM FLOATING TO THE TOP WHEN CONCRETE IS PLACED INTO THE TRENCH. TYPICALLY EITHER 1/2" REBAR OR 2X4 LUMBER CAN BE DRIVEN INTO THE TRENCH WALLS APPROXIMATELY EVERY TEN (10) FEET TO SECURE THE CONDUITS. 10.READY MIX CONCRETE WITH A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4,000 PSI AND A 3/8" MAXIMUM AGGREGATE SIZE IS TO BE PLACED INTO THE TRENCH AROUND THE DUCT BANK. THE CONCRETE SHALL BE VIBRATED IN ORDER TO FILL ALL THE SPACES AROUND THE CONDUITS. THERE MUST BE A MINIMUM OF THREE (3) INCHES OF CONCRETE ENCASEMENT SURROUNDING THE PERIMETER OF THE DUCT BANK. 11.THE REMAINING TRENCH SHALL BE BACKFILLED WITH EARTH THAT IS FREE OF VEGETATION, LARGE ROCKS, PIECES OF PAVEMENT AND OTHER FOREIGN MATERIAL. CONTROLLED DENSITY BACKFILLS SUCH AS FLOWABLE FILL CAN ALSO BE USED TO FILL THE TRENCH ON TOP OF THE DUCT BANK, IF NEEDED, DUE TO COMPACTION REQUIREMENTS. 12.THE CONTRACTOR SHALL PULL A MANDREL THROUGH EACH CONDUIT IN THE DUCT BANK WITH A DUKE ENERGY REPRESENTATIVE PRESENT TO VERIFY THAT IT IS IN GOOD CONDITION AND FREE OF ANY OBSTACLES. THE MANDREL SHALL BE NO MORE THAN ONE HALF (1/2) INCH SMALLER THAN THE DIAMETER OF THE CONDUIT. THE CONTRACTOR SHALL THEN PROVIDE AND INSTALL A PULL STRING INSIDE EACH CONDUIT IN THE DUCT BANK. THE PULL STRING SHALL BE MADE FROM HIGH-STRENGTH POLYPROPYLENE OR EQUIVALENT AND BE MILDEW AND ROT RESISTANT. 13.THE CONTRACTOR SHALL FOLLOW MUNICIPAL REQUIREMENTS FOR PERMITTING WORK AND FOR THE CUTTING AND REPAIRING OF ROADWAYS. 14.A #2 AWG BARE COPPER GROUND WIRE SHALL BE INSTALLED IN THE CONCRETE OF THE DUCT BANK AS SHOWN IN THE DETAIL IN THE PLANS. A TEN FOOT TAIL OF THE #2 COPPER MUST BE LEFT EXPOSED INSIDE OF EACH VAULT, MANHOLE OR OTHER TIE-IN LOCATION WITH THE ENTRY LOCATION GROUTED AND SEALED. 15.THE CONTRACTOR SHALL COORDINATE WITH DUKE ENERGY DURING CONSTRUCTION OPERATIONS. A DUKE REPRESENTATIVE SHOULD BE ON-SITE OBSERVING CONSTRUCTION AT ALL TIMES UNLESS INSTRUCTED OTHERWISE. 16.ALL ELECTRICAL MANHOLE LOCATIONS SHALL BE VERIFIED WITH DUKE ENERGY PRIOR TO INSTALLATION. 17.CORE DRILLING INTO EXISTING MANHOLES SHALL BE ANTICIPATED. THERE SHALL BE NO SEPARATE PAY ITEM FOR THE CORE DRILLING. THIS COST SHALL BE INCIDENTAL TO THE PROJECT. 18.A DUKE ENERGY REPRESENTATIVE MUST BE ONSITE WHEN CORE DRILLING INTO EXISTING MANHOLES, TYING INTO EXISTING MANHOLES, AND GROUTING. 19.ALL CONDUIT NOT ENCASED IN CONCRETE SHALL BE SCHEDULE 40 PVC. CONDUIT ENCASED IN CONCRETE SHALL BE TYPE DB PVC CONDUIT. INSTALL LIGHT POLE IN GEOMETRIC CENTER OF LANDSCAPING AREA. SEE PLAN SHEETS FOR LOCATIONS AND FIXTURE TYPE. FINISHED ASPHALT PAVEMENT FINISHED ASPHALT PAVEMENT 4-4" DUCT FOR FUTURE EV CHARGING PROPOSED POWER MANHOLE FOR FUTURE EV CHARGING. SEE DETAIL 2, SHEET E-304 PROPOSED POWER MANHOLE FOR FUTURE EV CHARGING. SEE DETAIL 2, SHEET E-304 1-3" CONDUIT STUB UP FOR FUTURE EV CHARGING STATION. SEE DETAIL 4, THIS SHEET 1-3" CONDUIT STUB UP FOR FUTURE EV CHARGING STATION. SEE DETAIL 4, THIS SHEET PROPOSED PARKING SPACE MARKING (TYP.) PROPOSED PARKING SPACE MARKING (TYP.) PARKING LOT LANDSCAPING ISLAND. SEE PLAN SHEETS FOR LOCATIONS PARKING LOT LANDSCAPING ISLAND. SEE PLAN SHEETS FOR LOCATIONS FUTURE EV CHARGING DUCT BANK/HANDHOLE LAYOUT WITH PARKING LOT LIGHT2 E-312 SCALE: NTS PARKING LOT LIGHTING POWER CONDUIT PARKING LOT LIGHTING POWER CONDUIT (TYP.) FUTURE EV CHARGING DUCT BANK/HANDHOLE LAYOUT WITHOUT PARKING LOT LIGHT3 E-312 SCALE: NTS 3" ( M I N . ) 3" CONDUIT STUB-OUT FOR FUTURE EV CHARGING STATION PROPOSED POWER MANHOLE FOR FUTURE EV CHARGING. SEE DETAIL 2, SHEET E-304 4-4" DUCT BANK TO NEXT HANDHOLE FOR FUTURE EV CHARGING PROPOSED CURB FOR PARKING LOT LANDSCAPING ISLAND. SEE CIVIL PLANS FINISHED ASPHALT PAVEMENT. SEE CIVIL PLANS FOR TYPICAL PAVEMENT SECTIONS. FIELD SURVEY LOCATION OF CONDUIT STUB-UP AND PROVIDE IN RECORD DRAWINGS PROVIDE CONDUIT CAP AT END OF 3" CONDUIT STUB-OUT PARKING LOT ISLAND LANDSCPAING AREA 4-4" DUCT FOR FUTURE EV CHARGING FIELD SURVEY LOCATION OF CONDUIT STUB-UP AND PROVIDE IN RECORD DRAWINGS FIELD SURVEY LOCATION OF CONDUIT STUB-UP AND PROVIDE IN RECORD DRAWINGS CONDUIT STUB-UP FOR FUTURE EV CHARGING STATION DETAIL - ELEVATION VIEW4 E-312 SCALE: NTS FINISH GRADE CAUTION TAPE 6" BELOW GRADE SELECT BACKFILL 1-#2 BSDC GROUND WIRE LACED THROUGH ALTERNATE POSITIONS IN EACH CONDUIT SPACER. SEE NOTE 1 6" SCH 40 PVC (TYP) 4,000 PSI CONCRETE NOTES: 1.THE #2 BSDC GROUND WIRE LACED THROUGH ALTERNATE POSITIONS IN EACH CONDUIT SPACER ALONG THE LENGTH OF THE DUCT BANK AS REQUIRED BY DUKE ENERGY IS INCIDENTAL TO THE 6W6" DUCT BANK PAY ITEM. NO SEPARATE PAYMENT SHALL BE MADE. 36 ' ' ( M I N . ) ~2 1 " 1. 5 ' ' 3' ' ( T Y P . ) 1.5'' ~21" 3'' (TYP.) 4-6" CONCRETE ENCASED DUCT DETAIL - DUKE ENERGY1 E-312 SCALE: NTS © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : c: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 1 \ I L M B P 3 - E 3 0 0 . d w g Pl o t t e d b y : Ji m m y W a g n e r Pl o t t e d o n : 6/ 2 3 / 2 0 2 5 1 2 : 1 3 P M AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 E-312 ALK RJW JTW ELECTRICAL DETAILS (SHEET 12 OF 12) X X X X X X X X X X X X X X X X X X X X X X X 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 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X GA T E FE N C E XXXXXXXX XX XX XXXXXX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX X X XXXXXX GE N OH OH OH OH OH GE N OH OH OH OH OH OH OH OH OH OH OH OH D 4-6 " S P A R E 2-6 " S P A R E 4-6 " S P A R E 4-6 " DL DL D L DL DL DL DL DL DL DL DL DL DL DL D 4-6 " S P A R E MH MH SAN SA N S A N S A N S A N S A N S A N S A N S A N S A N W 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 SAN SAN SAN SAN SAN SAN S A N S A N S A N SAN SAN S A N S A N SAN SAN SAN SAN SAN SAN SAN SAN SAN S S S S S S S S S S S S S S S S S S S 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 GAS GAS GAS SAN SAN SAN S 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 G G G GAS GAS G G GAS GAS GAS GA S GA S GA S S S SAN SAN 15" RCP 15 " R C P 18 " R C P 18" R C P 24" RC P 30" RCP 30" RCP 30" R C P 48 " R C P 18" R C P S A N S A N S A N S A N SA N W W W W W S A N S A N SA N S A N S A N W W W W SA N SA N S A N S W W W WWW W W W W W S A N S A N S A N S A N S A N S A N SA N SA N SA N SA N SA N SA N SA N S S S S S S S S S SA N SA N SAN SAN SAN SAN SA N SA N S S 8" 8" 8" 8" 6" 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 S W W W W W W W W W W W W W W W W SAN SAN SAN W W SAN SAN I T A R Y S E W E R MAN H O L E RIM 2 2 . 1 7 IN V . O U T 1 6 . 7 7 SAN I T A R Y S E W E R MAN H O L E INV I N 1 6 . 1 3 IN V . O U T 1 6 . 1 3 SAN I T A R Y S E W E R MAN H O L E RIM 2 3 . 9 2 INV . I N 1 5 . 1 2 ( W E S T ) INV . I N 1 3 . 4 8 ( N O R T H ) INV . O U T 1 3 . 4 8 ( S O U T H ) W S S SAN INV. 10.78 WING WALL WINGWALL WALL WING WALL INV. 10.69 INV. 10.17 INV.9.99 WING GA S GA S GA S GA S 18"RC P INV. 26.23 INV.25.87 JUNC T I O N BO X WATER VALV E FIRE HYDR A N T BACK F L O W PREVE N T O R WATER METE R 8"PV C INV. 27.17 INV. 27.26 RIP - R A P W BAC K F L O W PRE V E N T E R WAT E R METE R 15"RC P INV. 2 5 . 3 9 HEADW A L L WATE R METER INV . 25. 8 4 INV . 26. 0 0 12 " R C P IN V .26 . 0 6 INV .26. 4 0 INV. 2 3 . 1 3RIM 25 . 3 8 STOR M I N L E T INV. 1 3 . 8 3 RIM 2 6 . 6 8 STORM I N L E T GAS METE R GAS VALV E FIRE HYDR A N T GAS GAS GAS GAS GAS D DL DL D L DL DL DL DL DL DL DL DL DL DL DL D M W W W W W W W W W W W W W W W W W S S S S S SAN W SAN SAN SAN SA N SA N SA N SA N S W M SA N M 27 53+28 00+ 29 00+ 30 00+ 31 00 + 32 00 + 33 00 + 34 00 + 35 00 + 36 00 + 37 00 + 38 00 + 39 00 + 40 00 + 41 00 + 42 00 + 43 00 + 44 00 + 4 5 0 0 + 4 6 0 0 + 47 00+ 48 00+ 49 00+50 00+50 83+ 33 55 + 3 4 0 0 + 3 5 0 0 + 36 00 + 37 00 + 38 00 + 39 00 + 40 00 + 41 00 + 42 00 + 43 00 + 44 00 + 45 00 + 4 6 0 0 + 46 50 + EMERG E N C Y A C C E S S R O A D PROPOSED PREMIUM LOT TERMINAL LONG TERM PROPOSED PARKING GARAGE AIRPORT BLV D AIR P O R T P A R K I N G L O T ECONOMY A I R P O R T B L V D 1 2 3 IRRIGATION SLEEVE PLAN OVERALL PLAN © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 9 8 2 1 \ I R - 1 0 0 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 2 3 / 2 0 2 5 4 : 5 5 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 200100100 100 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 IR-100 RRS MRC DMB LEGEND NOTES IS 1.PLAN IS DIAGRAMMATIC ONLY. FINAL LOCATION OF SLEEVES SHALL BE DETERMINED IN THE FIELD AND APPROVED BY THE OWNER'S REPRESENTATIVE. LINES SHALL BE IN A COMMON TRENCH WHEREVER POSSIBLE. 2.THE CONTRACTOR SHALL VERIFY EXISTING SITE CONDITIONS AND ENSURE THAT ALL LOCAL CODES ARE MET. 3.IRRIGATION SLEEVES SHALL BE COORDINATED WITH PHASE 1A AND 1B CONSTRUCTION AND PREVIOUSLY INSTALLED LANDSCAPING AND IRRIGATION. 4.LANDSCAPE AND HARDSCAPE PLANS TO BE BID AT A FUTURE DATE. PLANTINGS, PLAGPOLE AREAS, FOUNTAIN DESIGN, ETC SHOWN FOR REFERENCE ONLY AND ARE NOT IN CONTRACT. IRRIGATION SLEEVE BANK, PVC SCHEDULE 40 - (3) 2", (1) 4" IRRIGATION SYSTEM A IRRIGATION SYSTEM BB 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 XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX 4- 6 " D L D L D L DL DL DL DL DL DL D P P SAN SAN SAN W W W W SAN SAN SAN SAN S GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS W W WW W W W W WING WAL L INV . 9.99 D L D L D L DL DL DL DL DL DL D P P W W W W W W W W W W W W W W W W M 27 53+ 28 00+ 29 00+ 30 00+ 31 00 + 32 00 + 33 00 + 34 00 + 35 00 + 36 00 + 33 55 + 34 00 + 3 5 0 0 + 36 00 + EMERG E N C Y A C C E S S R O A D IRRIGATION SLEEVE PLAN (SHEET 1 OF 3) © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 9 8 2 1 \ I R - 1 0 0 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 2 3 / 2 0 2 5 4 : 5 6 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 200100100 100 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: SHEET MUST BE PRINTED IN COLOR PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 IR-101 RRS MRC DMB LEGEND NOTES IS IRRIGATION SLEEVE BANK, PVC SCHEDULE 40 - (3) 2", (1) 4" MA T C H L I N E - S E E S H E E T I R - 1 0 5 MATCHLINE - SEE SHEET IR-103 IRRIGATION SYSTEM A IRRIGATION SYSTEM BB A 1.PLAN IS DIAGRAMMATIC ONLY. FINAL LOCATION OF SLEEVES SHALL BE DETERMINED IN THE FIELD AND APPROVED BY THE OWNER'S REPRESENTATIVE. LINES SHALL BE IN A COMMON TRENCH WHEREVER POSSIBLE. 2.THE CONTRACTOR SHALL VERIFY EXISTING SITE CONDITIONS AND ENSURE THAT ALL LOCAL CODES ARE MET. 3.IRRIGATION SLEEVES SHALL BE COORDINATED WITH PHASE 1A AND 1B CONSTRUCTION AND PREVIOUSLY INSTALLED LANDSCAPING AND IRRIGATION. 4.LANDSCAPE AND HARDSCAPE PLANS TO BE BID AT A FUTURE DATE. PLANTINGS, PLAGPOLE AREAS, FOUNTAIN DESIGN, ETC SHOWN FOR REFERENCE ONLY AND ARE NOT IN CONTRACT. X X X X X X X X X X X X X X X X X X X X X X X X FE N C E XX XX XX XX XX XXXXXXXXXXXXXXXX GE N GE N D 4- 6 " S P A R E 2- 6 " S P A R E 4- 6 " S P A R E 4- 6 " S P A R E P P P SAN SAN 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 SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN S S S S W W W W W W W W W W W W W W W W W W W W W W W W W W 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 W W W 15" RCP 1 8 " R C P W W W W W W D P P P M W W W W W W W W W W W W W W W W W W W W W W 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 S S S S SAN SAN SAN SAN W W W SA N SA N SAN SAN S A N S A N S A N 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 S W W W M W SA N SA N SA N 37 00 + 38 00 + 39 00 + 40 00 + 41 00 + 42 00 + 43 00 + 44 00 + 37 00 + 38 00 + 39 00 + 40 00 + 41 00 + 42 00 + 43 00 + 44 00 + PROPOSED PREMIUM LOT TERMINAL LONG TERM PROPOSED PARKING GARAGE IRRIGATION SLEEVE PLAN (SHEET 2 OF 3) © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 9 8 2 1 \ I R - 1 0 0 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 2 3 / 2 0 2 5 4 : 5 6 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: SHEET MUST BE PRINTED IN COLOR PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 IR-102 RRS MRC DMB MATCHLINE - SEE SHEET IR-102 MA T C H L I N E - S E E S H E E T I R - 1 0 5 MATCHLINE - SEE SHEET IR-104 LEGEND NOTES IS IRRIGATION SLEEVE BANK, PVC SCHEDULE 40 - (3) 2", (1) 4" IRRIGATION SYSTEM A IRRIGATION SYSTEM BB A 1.PLAN IS DIAGRAMMATIC ONLY. FINAL LOCATION OF SLEEVES SHALL BE DETERMINED IN THE FIELD AND APPROVED BY THE OWNER'S REPRESENTATIVE. LINES SHALL BE IN A COMMON TRENCH WHEREVER POSSIBLE. 2.THE CONTRACTOR SHALL VERIFY EXISTING SITE CONDITIONS AND ENSURE THAT ALL LOCAL CODES ARE MET. 3.IRRIGATION SLEEVES SHALL BE COORDINATED WITH PHASE 1A AND 1B CONSTRUCTION AND PREVIOUSLY INSTALLED LANDSCAPING AND IRRIGATION. 4.LANDSCAPE AND HARDSCAPE PLANS TO BE BID AT A FUTURE DATE. PLANTINGS, PLAGPOLE AREAS, FOUNTAIN DESIGN, ETC SHOWN FOR REFERENCE ONLY AND ARE NOT IN CONTRACT. X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X FE N C E XX XX XX XX XX XXXXXXXXXXXXXXXX XX X X X X X X XX XXXXXXXXXXXXXXXXXXXX 2- 6 " S P A R E DL DL DL DL DL 4- 6 " S P A R E T MH MH 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 S A N SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN 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 GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS W W W W W W W W W W W GAS GAS GAS GAS GAS GAS GAS G G SAN SAN SAN SAN SAN 1 8 " R C P 30 " R C P W W W W SAN SAN SAN SAN SAN SAN W W W W W W 8"PV C INV . 27.1 7 INV . 27.2 6 RIP - R A P W BA C K F L O W PR E V E N T E R WAT E R ME T E R DL DL DL DL DL T W W W W W W W W W W W W W WWWW W W S SA N SA N SA N SA N SA N W W W 43 00 + 44 00 + 4 5 0 0 + 4 6 0 0 + 47 00+ 48 00+ 49 00+50 00+ 50 83+ 43 00 + 44 00 + 45 00 + 4 6 0 0 + 46 50 + AIRPORT BLV D AIR P O R T P A R K I N G L O T IRRIGATION SLEEVE PLAN (SHEET 3 OF 3) © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 9 8 2 1 \ I R - 1 0 0 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 2 3 / 2 0 2 5 4 : 5 6 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: SHEET MUST BE PRINTED IN COLOR PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 IR-103 RRS MRC DMB MATCHLINE - SEE SHEET IR-106 MATCHLINE - SEE SHEET IR-104 MA T C H L I N E - S E E S H E E T I R - 1 0 6 LEGEND NOTES IS IRRIGATION SLEEVE BANK, PVC SCHEDULE 40 - (3) 2", (1) 4" IRRIGATION SYSTEM A IRRIGATION SYSTEM BB A 1.PLAN IS DIAGRAMMATIC ONLY. FINAL LOCATION OF SLEEVES SHALL BE DETERMINED IN THE FIELD AND APPROVED BY THE OWNER'S REPRESENTATIVE. LINES SHALL BE IN A COMMON TRENCH WHEREVER POSSIBLE. 2.THE CONTRACTOR SHALL VERIFY EXISTING SITE CONDITIONS AND ENSURE THAT ALL LOCAL CODES ARE MET. 3.IRRIGATION SLEEVES SHALL BE COORDINATED WITH PHASE 1A AND 1B CONSTRUCTION AND PREVIOUSLY INSTALLED LANDSCAPING AND IRRIGATION. 4.LANDSCAPE AND HARDSCAPE PLANS TO BE BID AT A FUTURE DATE. PLANTINGS, PLAGPOLE AREAS, FOUNTAIN DESIGN, ETC SHOWN FOR REFERENCE ONLY AND ARE NOT IN CONTRACT. UTILITY STRIP CONCRETE SIDEWALK MARKER OFFSET MI N I M U M D E P T H MARKER OFFSETCONCRETE SIDEWALK 10 " - 1 2 " MI N I M U M D E P T H 10 " - 1 2 " 10 " - 1 2 " 2 (MIN.) MI N I M U M D E P T H MI N I M U M D E P T H 12 MAX. 12 MAX. 2 MIN. AIRPORT LONG TERM PARKING LOT IRRIGATION SLEEVE DETAILS © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 9 8 2 1 \ I R - 1 0 0 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 6/ 2 3 / 2 0 2 5 4 : 5 6 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 200100100 100 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 06/23/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: SHEET MUST BE PRINTED IN COLOR PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: FOR CONSTRUCTION AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 IR-109 RRS MRC DMB 03/05/25 Parking Deck LPR Lanes Wilmington International Airport DESIGNA USA These drawings are to be used for estimating purposes only! and are not to be used for construction unless approved by the Architect or Engineer. 5050 West Way Park Blvd Suite 175 Houston TX 77041 Revision A Details M. H e l l e r XX/XX/XX 1/4" = 1' De t a i l s xx x x x x x x x x x x x x Re v i s i o n Dr a w n b y Drawing Date Scale Concrete Specifications Conduit Specifications Conduit size is to be 1" unless noted otherwise. high and finished level at the time of pouring. Equipment and booth mounting surfaces are to be 6" All conduit must stub up 2" (max.) above equipment Power Circuit Specifications continuously supplying the specified current at the The power Circuit wire gauge shall be capable of The ground conductor shall be pulled from the service Power wires must be 90 Deg. C / 195 deg. F Control and power runs must be kept at an 18" (minimum) All power wires shall consist of three wires. distance from all detector loops. location of the equipment and maintain 115 VAC +/- 3% 1 - ground conductor panel. 1 - Hot 1 - Neutral at load. mounting surface. Equipment Legend and Conduit stub out locations Loop Stub out detailsUnless noted otherwise. Typical Loop Installation rooms are to be 2" whenever possible. Mandatory if sharing conduit with other trades. Ticket dispensers 3.5 5.5 Pay Stations 20 Pay In Lanes 3.5 8 Current Specs Fee computers 3 3 Control gates 5 7.5 Device MIN MAX Amps Card readers 2.0 2.0 Exit verifiers 3.5 5.5 Current Specifications are estimated General rule of thumb is to provide (1) 20 amp Circuit Per lane of Equipment. Communication home runs; from equipment to the telecom Loop 7 7 7 O a k m o n t L a n e , S u i t e 2 0 0 0 W e s t m o n t , I L 6 0 5 5 9 DE S I G N A A c c e s s C o r p o r a t i o n C05 PARCS CONDUIT SCHEDULE MARK SIZE DESCRIPTION CO1 1"POWER FEEDER, ONE 120V 30A CIRCUIT FROM POWER SOURCE C02 1"POWER CONDUIT FROM EQUIPMENT C05 3/4"RIGID STEEL LOOP LEAD C08 1"DATA CONDUIT FROM EQUIPMENT C09 1 1/2"FROM Security MANAGEMENT SYSTEM Power Equipment C02 Power Feed C01 Data Feed C09 Equipment Data C08 18 " Gate Base Card Reader A A Typical to accommodate conduit 3/4" Conduit Twist loop lead-in wires a minimum of 10 turns per foot. 3 turns, #14 - #18 AWG stranded, THHN or equivalent type wire for a typical 2' 6" x 6' loop. No splicing shall be allowed. Section A-A With Wire Placement 4"4" Cut 1/4" x 1" deep slot for loop wire. Use 3/8" foam backer rod to hold wire in place before sealing. Sealant Pavement Backer rodWires Curb face of typical PCC concrete slab island Driveway side 12 " 15 " Entry/Exit Device Re v i s i o n Dr a w n b y M. H e l l e r Drawing Date Scale 1/8" = 1' 7 7 7 O a k m o n t L a n e , S u i t e 2 0 0 0 W e s t m o n t , I L 6 0 5 5 9 DE S I G N A A c c e s s C o r p o r a t i o n PD-001 03/05/25 Wi l m i n g t o n I n t e r n a t i o n a l A i r p o r t Ov e r v i e w o f P a r k i n g D e c k e n t r y a n d L P R L a n e s 1 2 C D F E Column Mounted Camera (TYP) Camera field of view (TYP) Bring power and data to each Camera location Lane delineation may be necessary to keep vehicles aligned with their respective cameras Parking Deck Entry Lanes Parking Deck LPR Transition Lanes Refer to sheet A121 Data runs must be kept within 300' of Data room. 110v Power and it's associated conduit may not be necessary, if the length of the Data run and it's origination, allow for Power Over Ethernet. Verify with the PARCS Vendor. 24 ' - 2 8 ' 24 ' - 2 8 ' Data 110volts Ramp UpRamp Down Junction Box Divided for High and Low Voltage Conduits 1" Minimum JB for Camera Refer to (Ramp Up) for conduit details. Overview Camera field of view (TYP) A Re v i s i o n Dr a w n b y M. H e l l e r Drawing Date Scale 1/4" = 1' 50 5 0 W e s t W a y P a r k B l v d S u i t e 1 7 5 Ho u s t o n T X 7 7 0 4 1 DE S I G N A A c c e s s C o r p o r a t i o n PD-002 03/05/25 Wi l m i n g t o n I n t e r n a t i o n a l A i r p o r t Power distribution Panel Communications /Fiber Panel Grade 3' Dia X 4' deep Sonitube filled with concrete3' - 6 " 8' 4" Bollard x 2 Camera Pole 1 Detail 1 Camera foundation 3' - 6 " 3' - 6 " Ga r a g e A c c e s s l a n e s - D i m e n s i o n 16 " 16 " 10 ' 6"6" 2 Detail 2 Bollard Placement Coordinate the placement of the Sonitube with the PARCS Vendor See Detail 1 Place the Sonitube as close to the curb as possible 3' Dia X 4' Long concrete filled Sonitube for Camera foundation. (3' 6" Below Grade) Camera Bollard 2'-6"2'-6" 15"15" 1'1' 10 ' 3' 3' 28 ' 9'-9"9'-9" A 16 ' Re v i s i o n Dr a w n b y M. H e l l e r Drawing Date Scale 1/4" = 1' 50 5 0 W e s t W a y P a r k B l v d S u i t e 1 7 5 Ho u s t o n T X 7 7 0 4 1 DE S I G N A A c c e s s C o r p o r a t i o n 03/05/25 Ga r a g e A c c e s s l a n e s - E l e c t r i c a l CONDUIT SCHEDULE MARK SIZE DESCRIPTION CO1 1"POWER FEEDER, ONE 120V 20A CIRCUIT FROM POWER SOURCE C02 1"POWER CONDUIT FROM EQUIPMENT C05 1/2" - 3-4"LOOP LEAD-IN see detail below. C08 1"DATA CONDUIT FROM EQUIPMENT C09 1 1/2"DATA FROM FACILITY MANAGEMENT SYSTEM C10 (2) 1"DATA FROM LPR CAMERA C11 (?)Fiber - conduit size to be specified by others. C12 2"Intermediate 2" data conduit. C13 1"Lane Control SIGN. C14 2"Communications run to the IDF or MDF Room, or Switch/Fiber Panel All Conduit will be 1" unless noted otherwise. C05 C0 8 C0 2 C0 8 C0 2 C05 C01 C01 C09C09 C0 1 The power and communications distribution panels are provided and installed by others. Wi l m i n g t o n I n t e r n a t i o n a l A i r p o r t Power distribution Panel Communications/Fiber Panel 4X4 with Dual Receptacle for network equipment C10 C 1 0 PD-003 A 03/05/25 Shuttle Bus Lane Wilmington International Airport DESIGNA USA These drawings are to be used for estimating purposes only! and are not to be used for construction unless approved by the Architect or Engineer. 5050 West Way Park Blvd Suite 175 Houston TX 77041 ILM - DET M. H e l l e r 03/05/25 NTS Sh u t t l e l a n e D e t a i l s Re v i s i o n Dr a w n b y Drawing Date Scale Concrete Specifications Conduit Specifications Conduit size is to be 1" unless noted otherwise. high and finished level at the time of pouring. Equipment and booth mounting surfaces are to be 6" All conduit must stub up 2" (max.) above equipment Power Circuit Specifications continuously supplying the specified current at the The power Circuit wire gauge shall be capable of The ground conductor shall be pulled from the service Power wires must be 90 Deg. C / 195 deg. F Control and power runs must be kept at an 18" (minimum) All power wires shall consist of three wires. distance from all detector loops. location of the equipment and maintain 115 VAC +/- 3% 1 - ground conductor panel. 1 - Hot 1 - Neutral at load. mounting surface. Equipment Legend and Conduit stub out locations Loop Stub out detailsUnless noted otherwise. Typical Loop Installation rooms are to be 2" whenever possible. Mandatory if sharing conduit with other trades. Ticket dispensers 3.5 5.5 Pay Stations 20 Pay In Lanes 3.5 8 Current Specs Fee computers 3 3 Control gates 5 7.5 Device MIN MAX Amps Card readers 2.0 2.0 Exit verifiers 3.5 5.5 Current Specifications are estimated General rule of thumb is to provide (1) 20 amp Circuit Per lane of Equipment. Communication home runs; from equipment to the telecom Loop 7 7 7 O a k m o n t L a n e , S u i t e 2 0 0 0 W e s t m o n t , I L 6 0 5 5 9 DE S I G N A A c c e s s C o r p o r a t i o n C05 PARCS CONDUIT SCHEDULE MARK SIZE DESCRIPTION CO1 1"POWER FEEDER, ONE 120V 30A CIRCUIT FROM POWER SOURCE C02 1"POWER CONDUIT FROM EQUIPMENT C05 3/4"RIGID STEEL LOOP LEAD C08 1"DATA CONDUIT FROM EQUIPMENT C09 1 1/2"FROM Security MANAGEMENT SYSTEM Power Equipment C02 Power Feed C01 Data Feed C09 Equipment Data C08 A A Typical to accommodate conduit 3/4" Conduit Twist loop lead-in wires a minimum of 10 turns per foot. 3 turns, #14 - #18 AWG stranded, THHN or equivalent type wire for a typical 2' 6" x 6' loop. No splicing shall be allowed. Section A-A With Wire Placement 4"4" Cut 1/4" x 1" deep slot for loop wire. Use 3/8" foam backer rod to hold wire in place before sealing. Sealant Pavement Backer rodWires Curb face of typical PCC concrete slab island Driveway side Entry/Exit Device Reader Gate Base LPR Camera 8" 18 " 15 " 9" - 1 2 " Conduit stubs up in the center of the Equipment base Wi l m i n g t o n I n t e r n a t i o n a l Ai r p o r t E G-2 TCC Elevation Bollard 6" Curb Auxiliary Reader Bollard Placement Gate AVI Reader Car or Shuttle Bus HIDm u l tiCL ASS For Shuttle Bus For Vehicles without Windshield Tags 3' - 2 " 6" 6" 5'18' 8'-10"4' 5'4'8'-10" 14 " 14 " 14 " 2' 6 " 4' Re v i s i o n Dr a w n b y M. H e l l e r Drawing Date Scale 1/4" = 1' 50 5 0 W e s t W a y P a r k B l v d S u i t e 1 7 5 Ho u s t o n T X 7 7 0 4 1 DE S I G N A A c c e s s C o r p o r a t i o n ILM-SHL 03/05/25 6'-6" 10'4' 10' 3' - 6 " 38'6" Dimensions Electrical Note: These drawings are subject to change once it is determined if the Axillary readers will be used, along with what model. All conduit and dimensions will change. Refer the Detail sheet for exact Bollard locations. Axillary Reader C01 The power and communications distribution panels are provided and installed by others. Power distribution Panel Communications/Fiber Panel 4X4 with Dual Receptacle for network equipment CONDUIT SCHEDULE MARK SIZE DESCRIPTION CO1 1"POWER FEEDER, ONE 120V 20A CIRCUIT FROM POWER SOURCE C02 (2) 1"CONDUITS FROM EQUIPMENT To THE READER C05 1/2" - 3-4"LOOP LEAD-IN see detail below. C08 1"DATA CONDUIT FROM EQUIPMENT C09 1 1/2"DATA FROM FACILITY MANAGEMENT SYSTEM C10 (2) 1"DATA FROM LPR CAMERA C11 (?)Fiber - conduit size to be specified by others. C12 2"Intermediate 2" data conduit. C13 1"Lane Control SIGN. C14 2"Communications run to the IDF or MDF Room, or Switch/Fiber Panel C 1 2 C08 C0 5 C01 C0 5 C02 C08 C02 1" Conduit from gate to the AVI Reader. Typical both Gates C0 1 C01 To power distribution Panel To power distribution Panel P4000 gate with a 20' Gate Arm P1300 gate with a 12' Gate Arm 2' 1'-6" 1' - 6 " 1' - 4 " 1'-6" Sh u t t l e l a n e Wi l m i n g t o n I n t e r n a t i o n a l Ai r p o r t 4' 14 ' 14 ' DESIGNA USA 5050 West Way Park Blvd Suite 175 Houston TX 77041 03/11/25 Entry Canopy floor plans 1 and 2 ILM Airport These drawings are not to be used for construction, unless approved by the Architect or Engineer Exit Canopy plans and Revised 3/11/25 Revision Notes Protection bollards were added to all LPR cameras. In-Island junction boxes were removed at the request of the site electrical contractor. PREVIOUSLY CONSTRUCTED UNDER PHASE 1B ILM - DET M. H e l l e r 03/11/25 NTS De t a i l s Re v i s i o n Dr a w n b y Drawing Date Scale Concrete Specifications Conduit Specifications Conduit size is to be 1" unless noted otherwise. high and finished level at the time of pouring. Equipment and booth mounting surfaces are to be 6" All conduit must stub up 2" (max.) above equipment Power Circuit Specifications continuously supplying the specified current at the The power Circuit wire gauge shall be capable of The ground conductor shall be pulled from the service Power wires must be 90 Deg. C / 195 deg. F Control and power runs must be kept at an 18" (minimum) All power wires shall consist of three wires. distance from all detector loops. location of the equipment and maintain 115 VAC +/- 3% 1 - ground conductor panel. 1 - Hot 1 - Neutral at load. mounting surface. Equipment Legend and Conduit stub out locations Loop Stub out detailsUnless noted otherwise. Typical Loop Installation rooms are to be 2" whenever possible. Mandatory if sharing conduit with other trades. Ticket dispensers 3.5 5.5 Pay Stations 20 Pay In Lanes 3.5 8 Current Specs Fee computers 3 3 Control gates 5 7.5 Device MIN MAX Amps Card readers 2.0 2.0 Exit verifiers 3.5 5.5 Current Specifications are estimated General rule of thumb is to provide (1) 20 amp Circuit Per lane of Equipment. Communication home runs; from equipment to the telecom Loop 7 7 7 O a k m o n t L a n e , S u i t e 2 0 0 0 W e s t m o n t , I L 6 0 5 5 9 DE S I G N A A c c e s s C o r p o r a t i o n C05 PARCS CONDUIT SCHEDULE MARK SIZE DESCRIPTION CO1 1"POWER FEEDER, ONE 120V 30A CIRCUIT FROM POWER SOURCE C02 1"POWER CONDUIT FROM EQUIPMENT C05 3/4"RIGID STEEL LOOP LEAD C08 1"DATA CONDUIT FROM EQUIPMENT C09 1 1/2"FROM Security MANAGEMENT SYSTEM Power Equipment C02 Power Feed C01 Data Feed C09 Equipment Data C08 A A Typical to accommodate conduit 3/4" Conduit Twist loop lead-in wires a minimum of 10 turns per foot. 3 turns, #14 - #18 AWG stranded, THHN or equivalent type wire for a typical 2' 6" x 6' loop. No splicing shall be allowed. Section A-A With Wire Placement 4"4" Cut 1/4" x 1" deep slot for loop wire. Use 3/8" foam backer rod to hold wire in place before sealing. Sealant Pavement Backer rodWires Curb face of typical PCC concrete slab island Driveway side Entry/Exit Device Reader Gate Base LPR Camera 8" 18 " 15 " 9" Conduit stubs up in the center of the Equipment base Wi l m i n g t o n I n t e r n a t i o n a l Ai r p o r t Bollard Placement E G-2 TCC onlycard Intercom LostTicket ReceiptSwitchLanguage DESIGNA DESIGNA DESIGNA BARCODESCANNER CC-Out receipt 1. TCC 2. EMV 3. Intercom 4. Camera Elevation Bollard Bollard Entry/Exit Device Gate 6" Curb Bollard LPR Camera Bollard pipe Diameter to be 4" or 6" as desired. Bollards shall be set in place before the concrete Island is poured, with a concrete footing of a minimum of 24" 3' 6 "2'-6" 6" 6" 44' - 6" 14"10' 14" 14" 14" 3'-6" Due to construction confusion, a bollard was added in front of the LPR Camera to protect the camera from Vehicles backing out of the lane. Added Bollard A 28' 28" MAX Re v i s i o n Dr a w n b y M. H e l l e r Drawing Date Scale 1/4" = 1' 50 5 0 W e s t W a y P a r k B l v d S u i t e 1 7 5 Ho u s t o n T X 7 7 0 4 1 DE S I G N A A c c e s s C o r p o r a t i o n Dimensions shown are typical for all lanes - see sheet A122 Matrix Sign Low Voltage Exact location determined by others Canopy LA N E 1 LA N E 2 LA N E 3 LA N E 4 IS L A N D A IS L A N D B IS L A N D C IS L A N D D IS L A N D E LA N E 6 IS L A N D F IS L A N D F LA N E 5 Lane Open/Closed Sign (Typical) Low Voltage See Details 1 & 2 Exact location determined by others Canopy 10 ' 28 ' 7' - 6 " 7' - 6 " 2' - 6 " 1'-6" 1'-3" 44 ' - 6 " 3' 3'-6" 1'-3" 1'-6" 2' 1'-2" See Note D 1' 03/11/25 Wi l m i n g t o n I n t e r n a t i o n a l Ai r p o r t ILM-PZ3 En t r y C a n o p y 1 F l o o r P l a n D i m e n s i o n s 28 ' 12' 3'-6" 3' Pedestal for Knox Box Note: A.Refer to sheet A122 B.Due to the number of CAT-6 cables required per lane, and to allow for future expansion. There will be a maximum of (3) Islands to each 2" conduit home run to the IDF or MDF closet. Each Island could home run if desired. C.Refer to Detail sheet for Bollard placement information. D.Pedestal for Knox Box Mounting. This location only (Subject to Change). This location was moved closer to the lane device in the event we need an arming signal. E.Refer to Detail sheet for Bollard location information. Co n t r o l L o o p s (T Y P I C A L ) A Added Bollard (Typical) Refer to Detail Sheet8" Typical all cameras 3' - 6 " 3' - 6 " 10 ' 28 ' PREVIOUSLY CONSTRUCTED UNDER PHASE 1B Re v i s i o n Dr a w n b y M. H e l l e r Drawing Date Scale 1/4" = 1' 50 5 0 W e s t W a y P a r k B l v d S u i t e 1 7 5 Ho u s t o n T X 7 7 0 4 1 DE S I G N A A c c e s s C o r p o r a t i o n ILM-PZ4 En t r y C a n o p y 1 F l o o r P l a n C o n d u i t s CONDUIT SCHEDULE MARK SIZE DESCRIPTION CO1 1"POWER FEEDER, ONE 120V 20A CIRCUIT FROM POWER SOURCE C02 1"POWER CONDUIT FROM EQUIPMENT C05 3/4"LOOP LEAD-IN see detail below. C08 1"DATA CONDUIT FROM EQUIPMENT C09 1 1/2"DATA FROM FACILITY MANAGEMENT SYSTEM C10 (2) 1"DATA FROM LPR CAMERA C11 (?)Fiber - conduit size to be specified by others. C12 1-1/2"Intermediate 2" data conduit. C13 1"Lane Control SIGN. C14 1-1/2" All Conduit will be 1" unless noted otherwise.onlycard I n t ercomL ostTi c ket R ec eiptS witchL an gu age DESIGNA DESIGNA BARCODESCANNER receipt DESIGNA 1 Detail - 1 Overhead Sign Conduit View Side View Scale = None 1" Conduit runs up and is centered on the column width, terminates in a 4x4 junction box in proximity of the sign. Interconnection between the sign and JB will be flex conduit Lane Device Canopy Column Lane Sign Open/Closed Canopy Column 2 Detail - 2 Basic Sign Details Top View Scale = None Lane Device C13 Flex Conduit Communications JB 4X4 Junction Box Matrix Sign Low Voltage Exact location determined by others LA N E 1 LA N E 2 LA N E 3 LA N E 4 IS L A N D A IS L A N D B IS L A N D C IS L A N D D IS L A N D E LA N E 6 IS L A N D F C0 2 C0 8 C01 C1 0 C05 C0 2 C0 8 C01 C1 0 C05 C0 2 C0 8 C01 C05 C0 2 C0 8 C01 C05 C0 2 C0 8 C05 C01 C1 0 C05 C12 C14 IS L A N D F C0 2 C0 8 C05 C01 C1 0 C05 C14 LA N E 5 Lane Open/Closed Sign (Typical) Low Voltage See Details 1 & 2 Exact location determined by others See Note B See Note B 1" Conduit for Data 03/11/25 Wi l m i n g t o n I n t e r n a t i o n a l Ai r p o r t Communications run to the IDF or MDF Room, or Switch/Fiber Panel Overhead Conduit (TYPICAL) Details 1&2 C1 3 From Lane Device or Junction Box Note: A.Refer to sheet A122 B.Due to the number of CAT-6 cables required per lane, and to allow for future expansion. There will be a maximum of (3) Islands to each 2" conduit home run to the IDF or MDF closet. Each Island could home run if desired. C.Refer to Detail sheet for Bollard placement information. D.Pedestal for Knox Box Mounting. This location only (Subject to Change). This location was moved closer to the lane device in the event we need an arming signal. E.Refer to Detail sheet for Bollard location information. Co n t r o l L o o p s (T Y P I C A L ) C1 0 C1 0 A C05 C12 C05 C12 C05 C12 C05 C13 C13 C13 C13 C13 PREVIOUSLY CONSTRUCTED UNDER PHASE 1B NOT ISSUED FOR CONSTRUCTION AEC PROJECT NUMBER VOL. I -PARKING GARAGE AND SHUTTLE PLAZA REVISIONS 5/ 1 9 / 2 0 2 5 1 : 1 6 : 5 7 P M A u t o d e s k D o c s : / / 1 0 0 3 0 0 7 0 0 0 4 _ I L M T O 4 R d w y I n f I m p r o v D e s i g n / 2 0 0 3 0 0 7 0 0 0 6 _ I L M _ T O 6 _ P a r ki n g G a r a g e a n d S h u t t l e P l a z a _ A _ R 2 4 . r v t 2003-0070-006 WILMINGTON INTERNATIONAL AIRPORT (ILM) ILM AIRPORT BOULEVARD AND PARKING IMPROVEMENTS - PHASE II 1740 AIRPORT BLVD. WILMINGTON, NC 28405 100% BID SET 03/14/2025 RS&H 1520 SOUTH BLVD., SUITE 200 CHARLOTTE, NC 28203 MECHANICAL/PLUMBING: ARCHITECTURE: RS&H 1520 SOUTH BLVD., SUITE 200 CHARLOTTE, NC 28203 STRUCTURAL: RS&H 1520 SOUTH BLVD., SUITE 200 CHARLOTTE, NC 28203 FIRE PROTECTION: RS&H 1520 SOUTH BLVD., SUITE 200 CHARLOTTE, NC 28203 LIGHTING: HARTRANFT LIGHTING DESIGN 12 FULTON RD ANDOVER, MA 01810 TELECOM/SECURITY: RS&H 1520 SOUTH BLVD., SUITE 200 CHARLOTTE, NC 28203 © 2025 RS&H, INC Copyright © 2025. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. Phone: 704-752-0610, Fax: 704-949-2672 1520 South Blvd., Suite 200 Charlotte, NC 28203 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SIGNAGE/WAYFINDING: APPLE DESIGNS 3739 NATIONAL DRIVE, SUITE 228 RALEIGH, NC 27612 AERIAL MAP VICINITY MAP N PN N PN NO. DESCRIPTION DATE SIGNAGE/WAYFINDING: APPLE DESIGNS 3739 NATIONAL DRIVE, SUITE 228 RALEIGH, NC 27612 VOL. IV LANDSCAPE, SPECIALTY LIGHTING AND WAYFINDING 05/19/2025 LANDSCAPING: RS&H 1520 SOUTH BLVD., SUITE 200 CHARLOTTE, NC 28203 AERIAL MAP VICINITY MAP N N SHEET INDEX SHEET NUMBER SHEET NAME LANDSCAPING HS-100 HARDSCAPE NOTES AND MATERIALS SCHEDULE HS-101 AIRPORT LONG TERM PARKING LOT OVERALL HARDSCAPE PLAN HS-102 AIRPORT LONG TERM PARKING LOT OVERALL HARDSCAPE PLAN (SHEET 1 OF 4) HS-103 AIRPORT LONG TERM PARKING LOT OVERALL HARDSCAPE PLAN (SHEET 2 OF 4) HS-104 AIRPORT LONG TERM PARKING LOT OVERALL HARDSCAPE PLAN (SHEET 3 OF 4) HS-105 AIRPORT LONG TERM PARKING LOT OVERALL HARDSCAPE PLAN (SHEET 4 OF 4) HS-106 HARDSCAPE ENLARGEMENTS LS-100 LANDSCAPE NOTES AND PLANT SCHEDULE LS-101 AIRPORT LONG TERM PARKING LOT OVERALL LANDSCAPE PLAN LS-102 AIRPORT LONG TERM PARKING LOT LANDSCAPE PLAN (SHEET 1 OF 8) LS-103 AIRPORT LONG TERM PARKING LOT LANDSCAPE PLAN (SHEET 2 OF 8) LS-104 AIRPORT LONG TERM PARKING LOT LANDSCAPE PLAN (SHEET 3 OF 8) LS-105 AIRPORT LONG TERM PARKING LOT LANDSCAPE PLAN (SHEET 4 OF 8) LS-106 AIRPORT LONG TERM PARKING LOT LANDSCAPE PLAN (SHEET 5 OF 8) LS-107 AIRPORT LONG TERM PARKING LOT LANDSCAPE PLAN (SHEET 6 OF 8) LS-108 AIRPORT LONG TERM PARKING LOT LANDSCAPE PLAN (SHEET 7 OF 8) LS-109 AIRPORT LONG TERM PARKING LOT LANDSCAPE PLAN (SHEET 8 OF 8) LS-110 LANDSCAPE ENLARGEMENTS LS-111 LANDSCAPE PARKING ISLAND ENLARGEMENTS WAYFINDING GR-100 SIGNAGE SCHEDULES GR-101 SIGNAGE SCHEDULES GR-200 OVERALL WAYFINDING SIGNAGE PLAN GR-201 OVERALL WAYFINDING SIGNAGE PLAN AREA 1 GR-202 OVERALL WAYFINDING SIGNAGE PLAN AREA 2 GR-203 OVERALL WAYFINDING SIGNAGE PLAN AREA 3 GR-204 OVERALL WAYFINDING SIGNAGE PLAN AREA 4 GR-205 OVERALL WAYFINDING SIGNAGE PLAN AREA 5 GR-206 OVERALL WAYFINDING SIGNAGE PLAN AREA 6 GR-301 SIGNAGE GRAPHIC LAYOUTS GR-302 SIGNAGE GRAPHIC LAYOUTS GR-303 SIGNAGE GRAPHIC LAYOUTS GR-310 SIGNAGE MESSAGE LAYOUTS GR-311 SIGNAGE MESSAGE LAYOUTS GR-312 SIGNAGE MESSAGE LAYOUTS GR-401 SIGNAGE MOUNTING ELEVATIONS GR-402 SIGNAGE MOUNTING ELEVATIONS GR-501 SIGNAGE FABRICATION DETAILS GR-502 SIGNAGE FABRICATION DETAILS GR-503 SIGNAGE FABRICATION DETAILS GR-504 SIGNAGE FABRICATION DETAILS GR-505 SIGNAGE FABRICATION DETAILS CUSTOM LIGHTING LT-102 AIRPORT LONG TERM PARKING LOT LIGHTING PLAN (SHEET 1 OF 4) LT-103 AIRPORT LONG TERM PARKING LOT LIGHTING PLAN (SHEET 2 OF 4) LT-104 AIRPORT LONG TERM PARKING LOT LIGHTING PLAN (SHEET 3 OF 4) LT-109 AIRPORT LONG TERM PARKING LOT LIGHTING PLAN (SHEET 4 OF 4) LT-110 LIGHTING SCHEDULE LT-111 LIGHTING SCHEDULE HS-100 HARDSCAPE NOTES AND MATERIALS SCHEDULE MATERIALS SCHEDULE MODEL NO.QUANTITY ITEM SUPPLIER LOCATION DESCRIPTION COLOR/COATINGS WFB-IMP-U 35 WESTFIELD IMPACT BOLLARD NLS LIGHTING PLAZA, TERMINAL 52 8R-S20 UNLIT T5 16L53 40K8 UNV, *S20 IMPACT RATING BLK MGF FL-1 4 COMMERCIAL FLAGPOLE FEDERAL FLAGS PLAZA 25' HURRICANE SERIES, EXTERNAL HALYARD, RATED AT 150+ MPH, INSTALL PER MANUFACTURER ANODIZED DS-32 29 DUNE SERIES LANDSCAPE PLANTERS KORNEGAY DESIGN - LANDSCAPEFORMS PLAZA, TERMINAL 32" HT. x 18" DIA. BASE, 44" DIA. RIM, CONCRETE, ~1020 LBS SANDSTONE DS-38 29 DUNE SERIES LANDSCAPE PLANTERS KORNEGAY DESIGN - LANDSCAPEFORMS PLAZA, TERMINAL 38" HT. x 23" DIA. BASE, 38" DIA. RIM, CONCRETE, ~1400 LBS SANDSTONE DS-40 32 DUNE SERIES LANDSCAPE PLANTERS KORNEGAY DESIGN - LANDSCAPEFORMS PLAZA, TERMINAL 40" HT. x 28" DIA. BASE, 60" DIA. RIM, CONCRETE, ~2280 LBS SANDSTONE TG1-1000 4 TALLGRASS BACKED BENCH SITESCAPES TERMINAL WALKS 6' LENGTH, STEEL BAR ENDS ONYX TG2-1001 2 TALLGRASS RECEPTACLE SITESCAPES PLAZA 20 GAL, ROUND, DOME TOP ONYX TG2-2001 10 TALLGRASS RECEPTACLE SITESCAPES ENTRANCE DOORS 36 GAL, SQUARE, DOME TOP ONYX TG2-3001 5 TALLGRASS RECEPTACLE SITESCAPES TERMINAL WALKS 36 GAL, ROUND, DOME TOP ONYX B722418 15 ECC BENCH DOTY&SONS PLAZA 6' LENGTH, CONCRETE SB3 *S20 IMPACT RATING: RATED TO STOP A 5000 LB VEHICLE UP TO 20 MPH HT. = HEIGHT, DIA. = DIAMETER, LM = LUMEN, W = WATTS, HO = HIGH OUTPUT, L = LITERS, GAL = GALLON GENERAL 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022 AND JANUARY 12,2024, SURVEY. b.LOT F IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. 2.ALL PLAN SHEETS MUST BE PRINTED IN COLOR. 3.REFER TO ARCHITECTURE AND STRUCTURAL SHEETS FOR GUIDANCE ON PROPOSED CANOPIES. 4.REFER TO CIVIL SHEETS FOR PAVEMENT MARKING PLANS, GEOMETRY, AND DETAILS. 5.THE PROPOSED LANDSCAPE WILL BE COORDINATED WITH THE PLACEMENT OF THE PROPOSED PARKING LOT LIGHT POLES. THIS COORDINATION IS CRUCIAL TO ENSURE THE SAFETY OF BOTH PEDESTRIANS AND VEHICULAR TRAFFIC, AS WELL AS THE FUNCTIONALITY OF BOTH ELEMENTS. CONSIDERATION SHOULD BE GIVEN TO MAINTAINING ADEQUATE CLEARANCE FOR MAINTENANCE ACCESS OF THE LANDSCAPE AND AROUND THE LIGHT POLES, WHILE ALSO ACHIEVING A VISUALLY APPEALING DESIGN THAT COMPLEMENTS THE OVERALL PARKING LOT AESTHETIC. 6.OVERALL DESIGN INTENT: TO CREATE A WELCOMING AND VISUALLY APPEALING ENTRANCE THAT SEAMLESSLY INTEGRATES WITH THE EXISTING AIRPORT TERMINAL. THE DESIGN WILL INCORPORATE COASTAL ELEMENTS AND PROVIDE A PEACEFUL AND RELAXING ATMOSPHERE FOR TRAVELERS. SEATING AND AMENITIES 7.BENCHES: ECC 6' DOTY & SONS BENCHES WILL BE INSTALLED ALONG PEDESTRIAN PATHWAYS FOR PASSENGER COMFORT. ADDITIONALLY, TALLGRASS BACKED METAL BENCHES WILL BE INSTALLED AT THE SHUTTLE DROP-OFF. 8.TRASH RECEPTACLES: TALLGRASS RECEPTACLES BY SITESCAPES WILL BE STRATEGICALLY PLACED ALONG PATHWAYS FOR CONVENIENT WASTE DISPOSAL. 9.LANDSCAPE PLANTERS: DUNE SERIES LANDSCAPE PLANTERS BY KORNEGAY DESIGN WILL BE USED TO DELINEATE PEDESTRIAN AREAS AND DETER VEHICULAR TRAFFIC. 10.AESTHETIC LIGHTING: LIGHTS WILL BE PLACED IN KEY AREAS TO EMPHASIZE PALMS. WATER FEATURES 11.FOUNTAIN: A FOUNTAINS WITH LIGHTING WILL BE DESIGNED TO CREATE A CALMING AMBIANCE AND MASK NOISE FROM AIRPORT OPERATIONS. THE FOUNTAIN WILL BE SET BY THE CENTRAL WALK TO INCLUDE HARDSCAPE AND BENCHES. FLAGPOLE PLAZA 12.FLAGPOLES: FLAGPOLES WILL BE PROMINENTLY DISPLAYED WITH UPLIGHTING. 13.SEATING: COMFORTABLE SEATING OPTIONS, SUCH AS BENCHES, WILL BE PROVIDED FOR RELAXATION AND CONTEMPLATION. 14.HARDSCAPE: CONCRETE 15.LANDSCAPING: A VARIETY OF COASTAL PLANTS, INCLUDING PALMS, GRASSES, AND FLOWERING SHRUBS, WILL BE INCORPORATED TO ENHANCE THE AESTHETIC APPEAL AND PROVIDE A SENSE OF PLACE. ADDITIONAL CONSIDERATIONS 16.ACCESSIBILITY: ALL DESIGN ELEMENTS WILL COMPLY WITH ADA REGULATIONS. 17.SAFETY: PEDESTRIAN SAFETY WILL BE PRIORITIZED THROUGH THE USE OF BOLLARDS AND CLEAR PEDESTRIAN PATHWAYS. 18.MAINTENANCE: THE DESIGN WILL CONSIDER LONG-TERM MAINTENANCE REQUIREMENTS AND MINIMIZE THE NEED FOR EXCESSIVE UPKEEP. 19.PLEASE REFER TO HS-100 AND LS-100 FOR QUANTITIES. 20.PROVIDE MOCK UP OF ALL DECORATIVE CONCRETE FINISHES. HARDSCAPE SPECIFICATIONS WFB-IMP-U DS-32 DS-38 DS-40 TG2-1001 B722418 TG2-2001 TG2-3001 TG1-1000 DUNE SERIES LANDSCAPE PLANTERS TALLGRASS RECEPTACLE - LARGE ROUND REFER TO MATERIALS SCHEDULE FOR COLOR TALLGRASS RECEPTACLE - LARGE SQUARE REFER TO MATERIALS SCHEDULE FOR COLOR TALLGRASS RECEPTACLE - SMALL ROUND REFER TO MATERIALS SCHEDULE FOR COLOR TALLGRASS BACKED BENCH REFER TO MATERIALS SCHEDULE FOR COLOR ECC BENCH WESTFIELD IMPACT BOLLARD - UNLITWFB-IMP-U DS-32 DS-38 DS-40 TG2-1001 TG2-2001 TG2-3001 TG1-1000B722418 ABBR.QUANTITY ITEM REMARKS FIELD MEASURE DECORATIVE ROCK MULCH (LF) - 4" DEPTH, DELAWARE RIVER ROCK, ILM APPROVED AT ALL LOCATIONS OF PLANTING BEDS AND TREE/PALM RINGS, AT LOCATIONS AS SHOWN ON PLANS 3000 DEEPROOT ROOT BARRIER (LF) UB-18-2, 18" H X 24" W, LINEAR AND SURROUND APPLICATION, OR APPROVED EQUAL AT ALL LOCATIONS OF TREES/PALMS THAT ROOS MAY CONFLICT WITH SIDEWALKS, UTILITIES, OR STRUCTURAL FOOTINGS 2000 DURAEDGE ROLL TOP 14 GAUGE LANDSCAPE EDGING (LF), 6" HT, BROWN POWDER COAT FINISH, OR APPROVED EQUAL AT ALL LOCATIONS OF PLANTING BEDS AND TREE/PALM RINGS, DESIGN INTENT TO HOLD RIVER ROCK MULCH IN PLACE 300 DECORATIVE CORTEN STEEL FENCE PALINGS (LF), 7" WIDE, PREDRILLED HOLE TO ATTACH TO CONCRETE LOCATED AT FOUNTAIN AND FLAGPOLE PLAZA 60 COQUINA BOULDERS WITH DISTINCTIVE NATURAL FEATURES SUCH AS HOLES, IRREGULAR SHAPE.MINIMUM SIZE SHALL BE NO SMALLER THAN 5' HEIGHT X 4' WIDE. SOURCE LOCALLY, PLACEMENT ORIENTATION SHALL BE APPROVED BY LANDSCAPE ARCHITECT BL-1 CS-16 DE-1 RB-1 RR-1 ROLL TOP DURAEDGE LANDSCAPE EDGING COQUINA BOULDER DELAWARE RIVER ROCK CORTEN STEEL "SAND FENCE" BL-1 CS-16 DE-1 RR-1 FL-1 © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 7 3 1 3 0 \ H S - 1 0 0 _ A D 1 _ r e c o v e r 0 0 0 . d w g Pl o t t e d b y : Co u r t e r , M e g a n Pl o t t e d o n : 5/ 1 6 / 2 0 2 5 2 : 2 1 P M AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 05/19/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: 100% DESIGN AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 RRS MRC DMB NOT USED NOT USED NOT USED NOT USED GE N OH OH OH OH OH GE N OH OH OH OH OH OH OH OH OH O H OH OH EXISTING TERMINAL BUILDING MH MH 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 W 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 SAN SAN SAN SAN SAN SAN S A N S A N S A N SAN SAN S A N S A N SAN SAN SAN SAN SAN SAN SAN SAN SAN S S S S S S S S S S S S S S S S S S S 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 GAS GAS GAS SAN SAN SAN S 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 G G G GAS GAS G G GAS GAS GAS GA S GA S GA S S S SAN SAN 15" RCP 15" R C P 18 " R C P 18" R C P 24" RC P 30" RCP 30" RCP 30 " R C P 48 " R C P 18" R C P S A N S A N S A N S A N W W W W W S A N S A N SA N S A N S A N W W W W SA N SA N S A N S W W WW WW W W W W W S A N S A N S A N S A N S A N S A N SA N SA N SA N SA N SA N SA N S S S S S S S S S SA N SA N SAN SAN SAN SAN SA N SA N S S 8" 8" 8" 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 54" RCP 54" R C P 54 " R C P 54 " R C P 54 " R C P 18" RCP18" RCP 30 " R C P 18" RCP 18 " R C P 30 " R C P W W W W W S W W W W W W W W W W W W W W W W 24" R C P 24" RC P 30" R C P 30 " R C P SAN SAN SAN W W 18 " R C P 15" C M P 12 " R C P 12 " R C P 18 " R C P 18" RCP 1 8 " R C P SAN SAN I T A R Y S E W E R RIM 2 2 . 1 7 INV . O U T 1 6 . 7 7 SAN I T A R Y S E W E R MAN H O L E INV I N 1 6 . 1 3 INV . O U T 1 6 . 1 3 SAN I T A R Y S E W E R MAN H O L E RIM 2 3 . 9 2 INV . I N 1 5 . 1 2 ( W E S T ) INV . I N 1 3 . 4 8 ( N O R T H ) INV . O U T 1 3 . 4 8 ( S O U T H ) W S S SAN SAN I T A R Y S E W E R MAN H O L E RIM 2 3 . 8 7 INV. 10.78 WINGWALL WING WALL WALL WINGWALL INV. 10.69 INV. 10.17 INV. 9.99 WING GA S GA S GA S GA S 18"RC P INV . 26.23 INV. 25.8 7 JUNC T I O N BOX SANI T A R Y S E W E R MANH O L E RIM 2 9 . 3 9 INV . 2 3 . 9 1 WATE R VALVE FIRE HYDR A N T BACK F L O W PREV E N T O R WATE R METER 8"PVC INV.27.17 INV. 27.26 RIP-R A P W BAC K F L O W PREV E N T E R WATE R METE R 15"RC P INV.2 5 . 3 9 HEAD W A L L WATER METE R HEAD W A L L 15"RC P INV. 2 5 . 9 8 INV . 25. 8 4 IN V .26. 0 0 12" R C P INV .26. 0 6 INV .26. 4 0 INV. 2 3 . 1 3 RIM 2 5 . 3 8STORM I N L E T INV. 1 3 . 8 3 RIM 2 6 . 6 8 STOR M I N L E T SAN I T A R Y S E W E R MAN H O L E RIM 2 7 . 4 9 INV. 2 0 . 3 1 SAN I T A R Y S E W E R MANH O L E RIM 2 8 . 7 0 INV . 2 0 . 1 0 SANI T A R Y S E W E R MANH O L E RIM 2 8 . 7 5 INV . 2 0 . 0 1 GASMETE R GASVALVE FIRE HYDR A N T GAS GAS GAS GAS GAS GAS X X X X X X X X X X X X X X X X X X X X X X X 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 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXX XX XX XXXXXX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX X X XXXXXX D DL DL D L DL DL DL DL DL DL DL DL DL DL DL D EMERG E N C Y A C C E S S R O A D PROPOSED PREMIUM LOT TERMINAL LONG TERM PROPOSED PARKING GARAGE AIRPORT BLVD AIR P O R T P A R K I N G L O T ECONOMY A I R P O R T B L V D EMERG E N C Y A C C E S S R O A D PROPOSED PREMIUM LOT LONG TERM PROPOSED PARKING GARAGE AIRPORT BLVD AIR P O R T P A R K I N G L O T ECONOMY A I R P O R T B L V D TERMINAL4 1 2 3 HS-101 AIRPORT LONG TERM PARKING LOT OVERALL HARDSCAPE PLAN © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 7 3 1 3 0 \ H S - 1 0 0 _ A D 1 _ r e c o v e r 0 0 0 . d w g Pl o t t e d b y : Co u r t e r , M e g a n Pl o t t e d o n : 5/ 1 6 / 2 0 2 5 2 : 2 1 P M AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 05/19/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: 100% DESIGN AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 MRC RRS DMB SAN SAN SAN W W W W SAN SAN SAN SAN S GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS W W WW W W W W 18" RCP WING WAL L INV . 9.99 X X 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 XX XX XX XX XX XX D L D L D L DL DL DL DL DL DL D P P EMERG E N C Y A C C E S S R O A D EMERG E N C Y A C C E S S R O A D HS-102 AIRPORT LONG TERM PARKING LOT HARDSCAPE PLAN (SHEET 1 OF 4) LEGEND PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE SIDEWALK PROPOSED PAVED ROADS NO HARDSCAPE THIS SHEET © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 7 3 1 3 0 \ H S - 1 0 0 _ A D 1 _ r e c o v e r 0 0 0 . d w g Pl o t t e d b y : Co u r t e r , M e g a n Pl o t t e d o n : 5/ 1 6 / 2 0 2 5 2 : 2 1 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 05/19/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: KEYMAP SHEET MUST BE PRINTED IN COLOR PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: X X X X XX X X X GATE FENC E 5' SID E W A L K XX DN 1 2 3 4 100% DESIGN NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 MRC RRS DMB RR-1 DECORATIVE ROCK MULCH - 4" DEPTH, DELAWARE RIVER ROCK, ILM APPROVED RB-1 DEEPROOT ROOT BARRIER UB-18-2, 18" H X 24" W, LINEAR AND SURROUND APPLICATION, OR APPROVED EQUAL DE-1 DURAEDGE ROLL TOP 14 GAUGE LANDSCAPE EDGING, 6" HT, BROWN POWDER COAT FINISH, OR APPROVED EQUAL CS-1 CORTEN STEEL FENCE PALINGS, 7" WIDE, PREDRILLED HOLE TO ATTACH TO CONCRETE BL-1 COQUINA BOULDERS WITH DISTINCTIVE NATURAL FEATURES SUCH AS HOLES, IRREGULAR SHAPE. MINIMUM SIZE SHALL BE NO SMALLER THAN 5' HEIGHT X 4' WIDE. SOURCE LOCALLY, PLACEMENT ORIENTATION SHALL BE APPROVED BY LANDSCAPE ARCHITECT WFB-IMP-U WESTFIELD IMPACT BOLLARD, UNLIT DS-32 DUNE SERIES LANDSCAPE PLANTER, 32" HT. DS-38 DUNE SERIES LANDSCAPE PLANTER, 38" HT. DS-40 DUNE SERIES LANDSCAPE PLANTER, 40" HT. TG1-1000 TALLGRASS BACKED BENCH TG2-1001 TALLGRASS RECEPTACLE - SMALL ROUND TG2-2001 TALLGRASS RECEPTACLE - LARGE SQUARE TG2-3001 TALLGRASS RECEPTACLE - LARGE ROUND B722418 ECC BENCH PROPOSED SIGN, SEE CP 700 FOR PROPOSED ROADWAY SIGNING DETAILS EXISTING SIGN, SEE CP 600 FOR EXISTING ROADWAY SIGNING DETAILS WFB-IMP-U DS-32 DS-38 DS-40 TG2-1001 B722418 TG2-2001 TG2-3001 TG1-1000 BL-1 CS-16 DE-1 RB-1 RR-1 NEW SIGN LOCATION (STATIC) PREVIOUS PHASE SIGN TO REMAIN UNMODIFIED (PHASE 1A) NEW SIGN LOCATION (DYNAMIC) MULTI-FACE SIGNS USE A LETTER DESIGNATION FOR EACH SIGN FACEAB C D GE N GE N EXISTING TERMINAL BUILDING SAN 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 SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN 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 GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS W W W 15" RCP 1 8 " R C P W W W W W 18" RCP W 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 D DL P P P P PROPOSED PREMIUM LOT TERMINAL LONG TERM PROPOSED PARKING GARAGE PROPOSED PREMIUM LOT LONG TERM PROPOSED PARKING GARAGE TERMINAL HS-103 AIRPORT LONG TERM PARKING LOT HARDSCAPE PLAN (SHEET 2 OF 4) LEGEND PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE SIDEWALK PROPOSED PAVED ROADS 2 HS-110 1 HS-110 © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 7 3 1 3 0 \ H S - 1 0 0 _ A D 1 _ r e c o v e r 0 0 0 . d w g Pl o t t e d b y : Co u r t e r , M e g a n Pl o t t e d o n : 5/ 1 6 / 2 0 2 5 2 : 2 1 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 05/19/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: KEYMAP SHEET MUST BE PRINTED IN COLOR PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: X X X X XX X X X GATE FENC E 5' SID E W A L K XX DN 1 2 3 4 100% DESIGN NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 MRC RRS DMB RR-1 DECORATIVE ROCK MULCH - 4" DEPTH, DELAWARE RIVER ROCK, ILM APPROVED RB-1 DEEPROOT ROOT BARRIER UB-18-2, 18" H X 24" W, LINEAR AND SURROUND APPLICATION, OR APPROVED EQUAL DE-1 DURAEDGE ROLL TOP 14 GAUGE LANDSCAPE EDGING, 6" HT, BROWN POWDER COAT FINISH, OR APPROVED EQUAL CS-1 CORTEN STEEL FENCE PALINGS, 7" WIDE, PREDRILLED HOLE TO ATTACH TO CONCRETE BL-1 COQUINA BOULDERS WITH DISTINCTIVE NATURAL FEATURES SUCH AS HOLES, IRREGULAR SHAPE. MINIMUM SIZE SHALL BE NO SMALLER THAN 5' HEIGHT X 4' WIDE. SOURCE LOCALLY, PLACEMENT ORIENTATION SHALL BE APPROVED BY LANDSCAPE ARCHITECT WFB-IMP-U WESTFIELD IMPACT BOLLARD, UNLIT DS-32 DUNE SERIES LANDSCAPE PLANTER, 32" HT. DS-38 DUNE SERIES LANDSCAPE PLANTER, 38" HT. DS-40 DUNE SERIES LANDSCAPE PLANTER, 40" HT. TG1-1000 TALLGRASS BACKED BENCH TG2-1001 TALLGRASS RECEPTACLE - SMALL ROUND TG2-2001 TALLGRASS RECEPTACLE - LARGE SQUARE TG2-3001 TALLGRASS RECEPTACLE - LARGE ROUND B722418 ECC BENCH PROPOSED SIGN, SEE CP 700 FOR PROPOSED ROADWAY SIGNING DETAILS EXISTING SIGN, SEE CP 600 FOR EXISTING ROADWAY SIGNING DETAILS WFB-IMP-U DS-32 DS-38 DS-40 TG2-1001 B722418 TG2-2001 TG2-3001 TG1-1000 BL-1 CS-16 DE-1 RB-1 RR-1 NEW SIGN LOCATION (STATIC) PREVIOUS PHASE SIGN TO REMAIN UNMODIFIED (PHASE 1A) NEW SIGN LOCATION (DYNAMIC) MULTI-FACE SIGNS USE A LETTER DESIGNATION FOR EACH SIGN FACEAB C D MH MH 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 S A N SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN 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 GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS W W W W W W W W W W W GAS GAS GAS GAS GAS GAS GAS G G SAN SAN SAN SAN SAN 1 8 " R C P 30 " R C P W W W W SAN SAN SAN SAN SAN SAN W W W W W W 8"PV C INV . 27.1 7 INV . 27.2 6 RIP - R A P W BAC K F L O W PR E V E N T E R WAT E R MET E R X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 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 XXXXXXXXXXXXXXXX XX X X X X X X XX XXXXXXXXXXXXXXXXXXXX DL DL DL DL DL T AIRPORT BLVD AIR P O R T P A R K I N G L O T AIRPORT BLVD AIR P O R T P A R K I N G L O T HS-104 AIRPORT LONG TERM PARKING LOT HARDSCAPE PLAN (SHEET 3 OF 4) MRC DMB LEGEND PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE SIDEWALK PROPOSED PAVED ROADS NO HARDSCAPE THIS SHEET © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 7 3 1 3 0 \ H S - 1 0 0 _ A D 1 _ r e c o v e r 0 0 0 . d w g Pl o t t e d b y : Co u r t e r , M e g a n Pl o t t e d o n : 5/ 1 6 / 2 0 2 5 2 : 2 1 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 05/19/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: KEYMAP SHEET MUST BE PRINTED IN COLOR PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: X X X X XX X X X GATE FENC E 5' SID E W A L K XX DN 1 2 3 4 100% DESIGN NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 RRS RR-1 DECORATIVE ROCK MULCH - 4" DEPTH, DELAWARE RIVER ROCK, ILM APPROVED RB-1 DEEPROOT ROOT BARRIER UB-18-2, 18" H X 24" W, LINEAR AND SURROUND APPLICATION, OR APPROVED EQUAL DE-1 DURAEDGE ROLL TOP 14 GAUGE LANDSCAPE EDGING, 6" HT, BROWN POWDER COAT FINISH, OR APPROVED EQUAL CS-1 CORTEN STEEL FENCE PALINGS, 7" WIDE, PREDRILLED HOLE TO ATTACH TO CONCRETE BL-1 COQUINA BOULDERS WITH DISTINCTIVE NATURAL FEATURES SUCH AS HOLES, IRREGULAR SHAPE. MINIMUM SIZE SHALL BE NO SMALLER THAN 5' HEIGHT X 4' WIDE. SOURCE LOCALLY, PLACEMENT ORIENTATION SHALL BE APPROVED BY LANDSCAPE ARCHITECT WFB-IMP-U WESTFIELD IMPACT BOLLARD, UNLIT DS-32 DUNE SERIES LANDSCAPE PLANTER, 32" HT. DS-38 DUNE SERIES LANDSCAPE PLANTER, 38" HT. DS-40 DUNE SERIES LANDSCAPE PLANTER, 40" HT. TG1-1000 TALLGRASS BACKED BENCH TG2-1001 TALLGRASS RECEPTACLE - SMALL ROUND TG2-2001 TALLGRASS RECEPTACLE - LARGE SQUARE TG2-3001 TALLGRASS RECEPTACLE - LARGE ROUND B722418 ECC BENCH PROPOSED SIGN, SEE CP 700 FOR PROPOSED ROADWAY SIGNING DETAILS EXISTING SIGN, SEE CP 600 FOR EXISTING ROADWAY SIGNING DETAILS WFB-IMP-U DS-32 DS-38 DS-40 TG2-1001 B722418 TG2-2001 TG2-3001 TG1-1000 BL-1 CS-16 DE-1 RB-1 RR-1 NEW SIGN LOCATION (STATIC) PREVIOUS PHASE SIGN TO REMAIN UNMODIFIED (PHASE 1A) NEW SIGN LOCATION (DYNAMIC) MULTI-FACE SIGNS USE A LETTER DESIGNATION FOR EACH SIGN FACEAB C D SAN SA N S A N S A N S A N S A N S A N S A N S A N S A N S A N SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN S S S S W W W W W W W W W W W W W W W W W GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS W W W W XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX C P LONG TERM ECONOMY LONG TERM ECONOMY HS-105 AIRPORT LONG TERM PARKING LOT HARDSCAPE PLAN (SHEET 4 OF 4) MRC DMB LEGEND PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE SIDEWALK PROPOSED PAVED ROADS NO HARDSCAPE THIS SHEET © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 7 3 1 3 0 \ H S - 1 0 0 _ A D 1 _ r e c o v e r 0 0 0 . d w g Pl o t t e d b y : Co u r t e r , M e g a n Pl o t t e d o n : 5/ 1 6 / 2 0 2 5 2 : 2 2 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 05/19/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: KEYMAP SHEET MUST BE PRINTED IN COLOR PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: X X X X XX X X X GATE FENC E 5' SID E W A L K XX DN 1 2 3 4 100% DESIGN NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 RRS RR-1 DECORATIVE ROCK MULCH - 4" DEPTH, DELAWARE RIVER ROCK, ILM APPROVED RB-1 DEEPROOT ROOT BARRIER UB-18-2, 18" H X 24" W, LINEAR AND SURROUND APPLICATION, OR APPROVED EQUAL DE-1 DURAEDGE ROLL TOP 14 GAUGE LANDSCAPE EDGING, 6" HT, BROWN POWDER COAT FINISH, OR APPROVED EQUAL CS-1 CORTEN STEEL FENCE PALINGS, 7" WIDE, PREDRILLED HOLE TO ATTACH TO CONCRETE BL-1 COQUINA BOULDERS WITH DISTINCTIVE NATURAL FEATURES SUCH AS HOLES, IRREGULAR SHAPE. MINIMUM SIZE SHALL BE NO SMALLER THAN 5' HEIGHT X 4' WIDE. SOURCE LOCALLY, PLACEMENT ORIENTATION SHALL BE APPROVED BY LANDSCAPE ARCHITECT WFB-IMP-U WESTFIELD IMPACT BOLLARD, UNLIT DS-32 DUNE SERIES LANDSCAPE PLANTER, 32" HT. DS-38 DUNE SERIES LANDSCAPE PLANTER, 38" HT. DS-40 DUNE SERIES LANDSCAPE PLANTER, 40" HT. TG1-1000 TALLGRASS BACKED BENCH TG2-1001 TALLGRASS RECEPTACLE - SMALL ROUND TG2-2001 TALLGRASS RECEPTACLE - LARGE SQUARE TG2-3001 TALLGRASS RECEPTACLE - LARGE ROUND B722418 ECC BENCH PROPOSED SIGN, SEE CP 700 FOR PROPOSED ROADWAY SIGNING DETAILS EXISTING SIGN, SEE CP 600 FOR EXISTING ROADWAY SIGNING DETAILS WFB-IMP-U DS-32 DS-38 DS-40 TG2-1001 B722418 TG2-2001 TG2-3001 TG1-1000 BL-1 CS-16 DE-1 RB-1 RR-1 NEW SIGN LOCATION (STATIC) PREVIOUS PHASE SIGN TO REMAIN UNMODIFIED (PHASE 1A) NEW SIGN LOCATION (DYNAMIC) MULTI-FACE SIGNS USE A LETTER DESIGNATION FOR EACH SIGN FACEAB C D G A S G A S G A S G A S G A S G A S G A S XX X X X X XXXXXXXXXXXXXXXX © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 7 3 1 3 0 \ H S - 1 0 0 _ A D 1 _ r e c o v e r 0 0 0 . d w g Pl o t t e d b y : Co u r t e r , M e g a n Pl o t t e d o n : 5/ 1 6 / 2 0 2 5 2 : 2 2 P M AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 05/19/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: 100% DESIGN NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 HS-106 MRC DMB LEGEND PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE SIDEWALK PROPOSED PAVED ROADS HARDSCAPE ENLARGEMENTS PLAZA ENLARGEMENT SCALE: 1'-0" = 5'-0" 1 HS-110 FLAGPOLE PLAZA ENLARGEMENT SCALE: 1'-0" = 5'-0" 2 HS-110 TC-01 LIGHT ACID WASH TC-03 ACID ETCH FINISH TC-05 SANDBLAST FINISH TC-15 UP TO 1/4" TC-25 1/8" TO 1/4" TC-50 1/8" TO 3/8" TC-01 TC-03 TC-05 TC-15 TC-25 TC-50 (3) FLAGPOLE, SEE HS-100 FOR DETAILS, SEE ELECTRICAL FOR FLAG LIGHTING (3) ECC BENCH CORTEN STEEL FENCE PALINGS RRS (6) ASSORTED DUNE PLANTERS RR-1 DECORATIVE ROCK MULCH - 4" DEPTH, DELAWARE RIVER ROCK, ILM APPROVED RB-1 DEEPROOT ROOT BARRIER UB-18-2, 18" H X 24" W, LINEAR AND SURROUND APPLICATION, OR APPROVED EQUAL DE-1 DURAEDGE ROLL TOP 14 GAUGE LANDSCAPE EDGING, 6" HT, BROWN POWDER COAT FINISH, OR APPROVED EQUAL CS-1 CORTEN STEEL FENCE PALINGS, 7" WIDE, PREDRILLED HOLE TO ATTACH TO CONCRETE BL-1 COQUINA BOULDERS WITH DISTINCTIVE NATURAL FEATURES SUCH AS HOLES, IRREGULAR SHAPE. MINIMUM SIZE SHALL BE NO SMALLER THAN 5' HEIGHT X 4' WIDE. SOURCE LOCALLY, PLACEMENT ORIENTATION SHALL BE APPROVED BY LANDSCAPE ARCHITECT WFB-IMP-U WESTFIELD IMPACT BOLLARD, UNLIT DS-32 DUNE SERIES LANDSCAPE PLANTER, 32" HT. DS-38 DUNE SERIES LANDSCAPE PLANTER, 38" HT. DS-40 DUNE SERIES LANDSCAPE PLANTER, 40" HT. TG1-1000 TALLGRASS BACKED BENCH TG2-1001 TALLGRASS RECEPTACLE - SMALL ROUND TG2-2001 TALLGRASS RECEPTACLE - LARGE SQUARE TG2-3001 TALLGRASS RECEPTACLE - LARGE ROUND B722418 ECC BENCH PROPOSED SIGN, SEE CP 700 FOR PROPOSED ROADWAY SIGNING DETAILS EXISTING SIGN, SEE CP 600 FOR EXISTING ROADWAY SIGNING DETAILS WFB-IMP-U DS-32 DS-38 DS-40 TG2-1001 B722418 TG2-2001 TG2-3001 TG1-1000 BL-1 CS-16 DE-1 RB-1 RR-1 (2) ECC BENCH TG2-3001 RECEPTACLE (2) ECC BENCH TG2-3001 RECEPTACLEFOUNTAIN, SEE F1 FOR DETAILS (2) TG2-1001 RECEPTACLE NEW SIGN LOCATION (STATIC) PREVIOUS PHASE SIGN TO REMAIN UNMODIFIED (PHASE 1A) NEW SIGN LOCATION (DYNAMIC) MULTI-FACE SIGNS USE A LETTER DESIGNATION FOR EACH SIGN FACEAB C D PLANTING SCHEDULE ABBREVIATION QUANTITY BOTANICAL NAME COMMON NAME NATIVE SIZE CONDITIONS PALMS BC 30 BUTIA CAPITATA PINDO PALM Y 14' OA BALLED AND BURLAPPED, HEAVY, SINGLE, 5' CT. PR 41 PHOENIX ROEBELENII PYGMY DATE PALM N 6'-7' HT TRIPLE. HEAVY, FULL SM 716 SABAL MINOR SABAL MINOR Y 7 GAL 4' O.C., FULL MATCHED SP1 128 SABAL PALMETTO SABAL PALM Y 12' HT CT., REGENERATED, MATCHED, SLICKS SP2 170 SABAL PALMETTO SABAL PALM Y 14' HT CT., REGENERATED, MATCHED, SLICKS SP3 128 SABAL PALMETTO SABAL PALM Y 16' HT CT., REGENERATED, MATCHED, SLICKS SP4 64 SABAL PALMETTO CURVED SABAL PALM Y 14' HT CT., REGENERATED, MATCHED, SLICKS, CURVED SRC 1104 SERONA REPENS 'CINEREA'SILVER SAW PALMETTO Y 7 GAL 4' O.C., FULL MATCHED TF 35 TRACHYCARPUS FORTUNE WINDMILL PALM Y 6'-7' OA BALLED AND BURLAPPED, STRAIGHT, FULL, MATCHED TREES LS 86 LAGERSTROEMIA INDICA X FAURIEI 'NATCHEZ'NATCHEZ CRAPE MYRTLE N 3"-4" CAL 12' - 14' HT X 4' - 5' SPR, STANDARD, FULL SHAPE, MATCHED SHRUBS/HEDGES AS 35 ACCA SELLOWIANA PINEAPPLE GUAVA N 3 GAL 5' O.C., FULL, MATCHED LC 111 LOROPETALUM CHINENSE 'KUROBIJIN' PP23176 CERISE CHARM FRINGE FLOWER N 3 GAL 3' O.C., FULL, MATCHED PM 122 PODOCARPUS MACROPHYLLUS 'PRINGLES DWARF'PODOCARPUS PRINGLES N 3 GAL 3' O.C., FULL, MATCHED RH 42 RHODODENDRON HYBRID 'CONLES'AUTUMN EMPRESS ENCORE AZALEA N 3 GAL 3' O.C., FULL, MATCHED RRS 222 RHODODENDRON 'ROBLEM'AUTUMN STARLITE DWARF ENCORE AZALEA N 3 GAL 3' O.C., FULL, MATCHED RR 165 RHODODENDRON 'ROBLEO' PP19899 AUTUMN BELLE ENCORE AZALEA N 3 GAL 4' O.C., FULL, MATCHED ORNAMENTAL GRASSES MC 860 MUHLENBERGIA CAPILLARIS MUHLY GRASS Y 3 GAL 3' O.C., FULL, MATCHED MS 56 MISCANTHUS SINENSIS 'ADAGIO'ADAGIO MISCANTHUS N 3 GAL 3' O.C., FULL, MATCHED PV 158 PANICUM VIRGATUM 'SHENANDOAH'SHENANDOAH SWITCH GRASS Y 3 GAL 3' O.C., FULL, MATCHED SS 327 SCHIZACHYRIUM SCOPARIUM LITTLE BLUESTEM Y 3 GAL 3' O.C., FULL, MATCHED TD 906 TRIPSACUM DACTYLOIDES FAKAHATCHEE GRASS Y 3 GAL 3' O.C., FULL, MATCHED GROUNDCOVER TA 2350 TRACHELOSPERMUM ASIATICUM ASIATIC JASMINE Y 3 GAL 18" O.C., FULL, MATCHED LM 1766 LIRIOPE MUSCARI 'SUPER BLUE'SUPER BLUE LIRIOPE N 3 GAL 30" O.C., FULL, MATCHED SOD CD FIELD MEASURE CYNODON DACTYLON 'CELEBRATION'CELEBRATION BERMUDA TURF GRASS N CAL. = CALIPER, O.C. = ON CENTER, CT. = CLEAR TRUNK, HT = HEIGHT, SPR = SPREAD, OA = OVERALL HEIGHT PLANT MATERIAL SELECTION BASED ON USDA PLANT HARDINESS ZONE 8B FOR WILMINGTON, NORTH CAROLINA SELECTED PLANT MATERIAL EXCEEDS NEW HANOVER COUNTY'S MINIMUM LANDSCAPE REQUIREMENTS LS-100 LANDSCAPE NOTES AND PLANT SCHEDULE ASIATIC JASMINE SUPER BLUE LIRIOPE FAKAHATCHEE GRASS MUHLY GRASS SHENANDOAH SWITCH GRASS NATCHEZ CRAPE MYRTLE SILVER SAW PALMETTO LITTLE BLUESTEM PODOCARPUS PRINGLES PINDO PALM PYGMY DATE PALM DWARF PALMETTO SABAL PALMS CURVED SABAL PALMS PINEAPPLE GUAVA CERISE CHARM FRINGE FLOWER AUTUMN STARLITE DWARF ENCORE AZALEA ADAGIO MISCANTHUS AUTUMN BELLE ENCORE AZALEA GENERAL NOTES 1.SEE LS-101 FOR LANDSCAPE SPECIFICATIONS. 2.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022 AND JANUARY 12,2024, SURVEY. b.LOT F IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. 2.ALL PLAN SHEETS MUST BE PRINTED IN COLOR. 3.REFER TO ARCHITECTURE AND STRUCTURAL SHEETS FOR GUIDANCE ON PROPOSED CANOPIES. 4.REFER TO CIVIL SHEETS FOR PAVEMENT MARKING PLANS, GEOMETRY, AND DETAILS. 5.THE CONTRACTOR SHALL DETERMINE THE SIZE AND LOCATION OF IRRIGATION SYSTEM SLEEVES PRIOR TO PARKING LOT PAVING. 6.OVERALL DESIGN INTENT: TO CREATE A WELCOMING AND VISUALLY APPEALING ENTRANCE THAT SEAMLESSLY INTEGRATES WITH THE EXISTING AIRPORT TERMINAL. THE DESIGN WILL INCORPORATE COASTAL ELEMENTS AND PROVIDE A PEACEFUL AND RELAXING ATMOSPHERE FOR TRAVELERS. 7.THE PROPOSED LANDSCAPE PLANTINGS, INCLUDING TREES, PALMS, ORNAMENTAL GRASSES, AND GROUNDCOVER, WILL BE COORDINATED WITH THE PLACEMENT OF THE PROPOSED PARKING LOT LIGHT POLES. THIS COORDINATION IS CRUCIAL TO ENSURE THE SAFETY OF BOTH PEDESTRIANS AND VEHICULAR TRAFFIC, AS WELL AS THE FUNCTIONALITY OF BOTH ELEMENTS. CONSIDERATION SHOULD BE GIVEN TO MAINTAINING ADEQUATE CLEARANCE FOR MAINTENANCE ACCESS OF THE LANDSCAPE AND AROUND THE LIGHT POLES, WHILE ALSO ACHIEVING A VISUALLY APPEALING DESIGN THAT COMPLEMENTS THE OVERALL PARKING LOT AESTHETIC. LM TA TD SS PV MS MC RRS RH RR PM LC AS SRC SP4 SP3SP2SP1 SM PR BC PM LC AS LS SS PV MS MC RRS RR LM TA TD CD © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 7 3 1 3 0 \ L S - 1 0 0 _ A D 1 _ 1 _ r e c o v e r 0 0 0 . d w g Pl o t t e d b y : Co u r t e r , M e g a n Pl o t t e d o n : 5/ 1 9 / 2 0 2 5 4 : 0 4 P M AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 05/19/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: 100% DESIGN AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 RRS MRC DMB LS SRC SP4 SP3 SP2 SP1 SM PR BC AUTUMN EMPRESS ENCORE AZALEA RH TF WINDMILL PALMTF NATURALIZED AREAS TREES BN 12 BETULA NIGRA RIVER BIRCH Y 30 GAL, 1.5"-2" CAL, 6'-8' HT FULL, MATCHED CV 12 CHIONANTHUS VIRGINICUS FRINGE TREE Y 6'-7' HT FIELD GROWN, BALLED AND BURLAPPED, ROOT PRUNED, FULL, MATCHED JV 10 JUNIPERUS VIRGINIANA EASTERN RED CEDAR Y 30 GAL, 2"-2.25" CAL, 7'-8' HT FULL, MATCHED MV 12 MAGNOLIA VIRGINIANA SWEET BAY MAGNOLIA Y 30 GAL, 1'-1.25" CAL, 5'-6' HT FULL, MATCHED PP 10 PINUS PALUSTRIS LONG LEAF PINE Y 15 GAL, 4'-6' HT FULL, MATCHED QG 10 QUERCUS GEMINATA SAND LIVE OAK Y 25 GAL, 7'-8' HT FULL, MATCHED SAP 25 SABAL PALMETTO SABAL PALM Y 6'-10' HT FIELD GROWN, FULL SHRUBS MYC 49 MYRICA CERIFERA WAX MYRTLE Y 7 GAL, 7'-8'FULL, MATCHED SAM 493 SABAL MINOR DWARF PALMETTO Y 3 GAL, 24" x 15"FULL, MATCHED MULCH 400 CY SHREDDED HARDWOOD MULCH Y 3" THICK, ONLY IN NATURALIZED PLANTING AREAS WAX MYRTLE RIVER BIRCH SWEET BAY MAGNOLIA FRINGE TREE EASTERN RED CEDAR SAND LIVE OAK MV JV CV BN MYC QG LONG LEAF PINEPP MV JV CV BN MYC QG PP SAP SAM XX XX XX XX XX GAT E FE N C E XXXX XX XX XX XX XX OH OH OH OH OH OH OH MH MH SA N S A N S A N S A N SAN W SAN SAN SAN SAN S A N S A N S A N SAN SAN SAN S A N SAN SAN SAN SAN S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S W W W W W W W W W 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 SAN S GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS W G G G G G GAS GA S S S SAN 15" RCP 15" R C P 18" R C P 18" RC P 24" RCP 30" RCP 30" RCP 30" R C P 48" R C P 18" RCP 18" RCP 18 " R C P GAS GA S GAS W W S A N W S A N S W W W S A N S A N W SA N 6" P V C S E R V I C E S S W WWWW W W W W W SAN S A N S A N S A N SA N SA N SA N SA N S A N S A N S A N S S S S S S S S S S S S S S S S S S S SA N SAN SAN SAN SA N S S 8" 8" 8" 8" 8" 6" W W W W W W 1 1/2 " 1 1/2 " 1 1 / 2 " 2" W W W W W S WS S S 6" P V C 6" P V C 8" PVC 8" PV C 8" P V C W S S W WW W W W W W W W W W W W W W W W W W W W W W W W SA N SA N S 8" S A N SAN SA N S S 8" 8" S A N S A N S A N S A N S S S W W W W W SA N SAN SAN SAN SANIT A R Y S E W E R MANH O L E RIM 2 2 . 1 7 INV . O U T 1 6 . 7 7 SANIT A R Y S E W E R MAN H O L E INV I N 1 6 . 1 3 INV . O U T 1 6 . 1 3 SAN I T A R Y S E W E R MAN H O L E RIM 2 3 . 9 2 INV. I N 1 5 . 1 2 ( W E S T ) INV. I N 1 3 . 4 8 ( N O R T H ) INV . O U T 1 3 . 4 8 ( S O U T H ) S S FIREHYDRA N T WATER VALVE INV.4.65 INV.6.07 SAN S A N S A N S A N S A N SANI T A R Y S E W E R MANH O L E RIM 1 6 . 3 0 INV. 1 . 1 5 INV.19.18 INV.19.06 18"RCP STORM M H RIM 22.7 3 INV. 1 4 . 5 2 INV 1 4 . 7 4 INV. 17.78 HEADWA L L INV.18.6 0 HEADWA L L INV. 14. 5 8 INV.12.38 INV.10.78 WINGWALL WINGWALL WALL WINGWALL INV.10.69 INV.10.17 INV.9.99 WING GA S GA S 18"RCP INV.26.23 INV.25.87 JUNCTIO N BOX WATERVALVE FIREHYDRA N T BACK FLO W PREVEN T O R WATER METER 8"PVC INV.27.17 INV.27.26 RIP-RA P W BACK F L O W PREVEN T E R WATER METE R 15"RCP INV.25.3 9HEADW A L L WATER METER INV. 1 5 . 7 7 RIM 26.54STORM I N L E T INV.18.95INV. INV.25.84 INV.26.00 22.55INV. INV. 20.50 INV.20.70 INV. 1 5 . 1 0 INV. 18.27 INV. 17.5 7 18.82 12"R C P INV.26.06 INV.26.40 INV. 23. 1 3RIM 25.38STORM IN L E T INV. 18.8 3RIM 27.63STORM M A N H O L E INV. N O A C C E S S RIM 27. 1 1STORM I N L E T INV. 13. 8 3RIM 26.68STORM I N L E T GASMETER GASVALVE FIREHYDRAN T GAS GAS GAS GAS GAS D DL DL DL DL DL DL DL DL DL DL DL DL DL DL D M W W W W W W W S S S S S SAN SA N S M M 4 1 2 3 5 7 8 6 EMERGE N C Y A C C E S S R O A D PROPOSED PREMIUM LOT TERMINAL LONG TERM PROPOSED PARKING GARAGE AIRPORT BLVD AIR P O R T P A R K I N G L O T ECONOMY AI R P O R T B L V D D 4-6" S P A R E 2-6 " S P A R E 4-6" S P A R E 4-6" DL DL DL DL DL DL DL DL DL DL DL DL DL DL D 4-6" S P A R E EMERGE N C Y A C C E S S R O A D PROPOSED PREMIUM LOT LONG TERM PROPOSED PARKING GARAGE AIRPORT BLVD AIR P O R T P A R K I N G L O T ECONOMY A I R P O R T B L V D TERMINAL PLANT MATERIAL 1. 2. 3.PLANTS SHALL BE TRUE TO SPECIES AND VARIETY SPECIFIED AND NURSERY-GROWN IN ACCORDANCE WITH GOOD HORTICULTURAL PRACTICES UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT FOR AT LEAST TWO (2) YEARS. THEY SHALL HAVE BEEN FRESHLY DUG. 4.UNLESS SPECIFICALLY NOTED, ALL PLANTS SHALL BE EXCEPTIONALLY HEAVY, SYMMETRICAL, AND SO TRAINED OR FAVORED IN DEVELOPMENT AND APPEARANCE AS TO BE UNQUESTIONABLY AND OUTSTANDINGLY SUPERIOR IN FORM, COMPACTNESS, AND SYMMETRY. THEY SHALL BE SOUND, HEALTHY, VIGOROUS, WELL BRANCHED, AND DENSELY FOLIATED WHEN IN LEAF; FREE OF DISEASE AND INSECTS, LARVAE; AND SHALL HAVE HEALTHY, WELL-DEVELOPED ROOT SYSTEMS. THEY SHALL BE FREE FROM PHYSICAL DAMAGE OR OTHER CONDITIONS THAT WOULD PREVENT VIGOROUS GROWTH. 5.PLANTS SHALL CONFORM TO THE MEASUREMENTS SPECIFIED, EXCEPT THAT PLANTS LARGER THAN THOSE SPECIFIED MAY BE USED IF APPROVED BY THE OWNER. USE OF LARGER PLANTS SHALL NOT INCREASE THE CONTRACT PRICE. IF LARGER PLANTS ARE APPROVED, THE ROOT BALL SHALL BE INCREASED IN PROPORTION TO THE SIZE OF THE PLANT. 6.SUBSTITUTIONS OF PLANT MATERIALS WILL NOT BE PERMITTED UNLESS AUTHORIZED BY THE OWNER. IF PROOF IS SUBMITTED IN WRITING THAT A PLANT SPECIFIED IS NOT OBTAINABLE, CONSIDERATION WILL BE GIVEN TO THE NEAREST AVAILABLE SIZE OR SIMILAR VARIETY, WITH A CORRESPONDING ADJUSTMENT OF THE CONTRACT PRICE. 7.PLANTS GROWN IN CONTAINERS SHALL BE OF APPROPRIATE SIZE FOR THE CONTAINER AS SPECIFIED IN THE MOST RECENT EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK (ANSI) Z60.1 DEPARTMENT OF AGRICULTURE GRADES AND STANDARDS FOR NURSERY PLANTS AND BE FREE OF CIRCLING ROOTS ON THE EXTERIOR AND INTERIOR OF THE ROOT BALL. 8.CONTAINER PLANTS SHALL HAVE BEEN GROWN IN THE CONTAINER LONG ENOUGH TO HAVE ESTABLISHED ROOTS THROUGHOUT THE GROWING MEDIUM. PLANT SELECTION AND DELIVERY 1.ALL NURSERIES THAT WILL SUPPLY PLANTS SHALL BE LOCATED WITHIN 100 MILES OF THE PROJECT LOCATION. PROVIDE A LIST OF THE NURSERIES, THE PLANTS THEY WILL PROVIDE, AND THE LOCATION OF THE NURSERY. 2.PLANTS SHALL BE SUBJECT TO INSPECTION FOR CONFORMITY TO SPECIFICATION REQUIREMENTS AND APPROVAL BY THE LANDSCAPE ARCHITECT AT THEIR PLACE OF GROWTH AND UPON DELIVERY. SUCH APPROVAL SHALL NOT IMPAIR THE RIGHT OF INSPECTION AND REJECTION DURING PROGRESS OF WORK. 3.ALL PLANTS SHALL BE LABELED BY PLANT NAME. LABELS SHALL BE ATTACHED SECURELY TO ALL PLANTS, BUNDLES AND CONTAINERS OF PLANT MATERIALS WHEN DELIVERED. PLANT LABELS SHALL BE DURABLE AND LEGIBLE, WITH INFORMATION GIVEN IN WEATHER-RESISTANT INK OR EMBOSSED PROCESS LETTERING. 4.CERTIFICATES OF INSPECTION SHALL ACCOMPANY THE INVOICE FOR EACH SHIPMENT OF PLANTS AS MAY BE REQUIRED BY LAW FOR TRANSPORTATION. INSPECTION BY FEDERAL OR STATE AUTHORITIES AT THE PLACE OF GROWTH DOES NOT PRECLUDE REJECTION OF THE PLANTS AT THE SITE. 5.MOVE NURSERY STOCK IN ACCORDANCE WITH ALL FEDERAL AND STATE REGULATIONS THEREFORE AND ACCOMPANY EACH SHIPMENT WITH THE REQUIRED INSPECTION CERTIFICATES FOR FILING WITH THE ENGINEER. 6.PLANTS MUST BE PROTECTED AT ALL TIMES FROM SUN OR DRYING WINDS. THOSE THAT CANNOT BE PLANTED IMMEDIATELY ON DELIVERY SHALL BE KEPT IN THE SHADE, WELL PROTECTED WITH SOIL, WET MULCH, OR OTHER ACCEPTABLE MATERIAL, AND KEPT WELL-WATERED. PLANTS SHALL NOT REMAIN UNPLANTED ANY LONGER THAN 12 HOURS AFTER DELIVERY. PLANTS SHALL NOT BE BOUND WITH WIRE OR ROPE AT ANY TIME SO AS TO DAMAGE THE BARK OR BREAK BRANCHES. PLANTS SHALL BE LIFTED AND HANDLED WITH SUITABLE SUPPORT OF THE SOIL BALL TO AVOID DAMAGING IT. INSTALLATION 1.SUBMIT COPIES OF THE MANUFACTURER'S AND / OR SOURCE DATA FOR ALL MATERIALS SPECIFIED, INCLUDING MULCH, SOILS, SOIL AMENDMENTS AND FERTILIZER MATERIALS. COMPLY WITH REGULATIONS APPLICABLE TO LANDSCAPE MATERIALS. 2.THE OWNER MAY PERFORM INSPECTIONS TO VERIFY THE LANDSCAPING IS BEING ESTABLISHED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. ANY DEFICIENCIES NOTED DURING THE OWNER'S INSPECTION MUST BE CORRECTED BEFORE THE NEXT MONTHLY INSPECTION AND CERTIFICATION. THE CONTRACTOR SHALL PERFORM ALL NECESSARY REMEDIAL WORK AT NO COST TO THE OWNER. USE REPLACEMENT PLANTS OF THE SAME SPECIES AND PLANTING MEDIUM OF THE PLANT BEING REPLACED AND AS SPECIFIED IN THE CONTRACT DOCUMENTS. REPLACEMENT PLANT SIZE MUST MATCH THE SIZE OF THE ADJACENT GROWN-IN PLANTS OF THE SAME SPECIES AND VARIETY WHICH MAY BE LARGER THAN THE INITIALLY INSTALLED SIZE. APPROVAL OF REMEDIAL WORK DOES NOT RELIEVE THE CONTRACTOR FROM CONTINUING RESPONSIBILITY UNDER THE PROVISIONS OF THIS SECTION. UPON COMPLETION OF THE ESTABLISHMENT PERIOD, THE ENGINEER WILL RELEASE THE CONTRACTOR FROM FURTHER REMEDIAL WORK AND RESPONSIBILITY PROVIDED ALL PLANTS MEET THE REQUIREMENTS OF ESTABLISHMENT AND ALL PREVIOUS REMEDIAL WORK, IF ANY, HAS BEEN COMPLETED TO THE SATISFACTION OF THE ENGINEER. REMOVE STAKING AND GUYING FROM ALL PLANTS. 3.DO NOT PROCEED WITH THE INSTALLATION OF PLANTING MIX UNTIL ALL WORK IN THE AREA HAS BEEN INSTALLED. 4.PROTECT ADJACENT WALLS, WALKS, AND UTILITIES FROM DAMAGE OR STAINING BY THE SOIL. 5.CLEAN UP ANY SOIL OR DIRT SPILLED ON ANY PAVED SURFACE AT THE END OF EACH WORKING DAY. 6.PRIOR TO EXCAVATION OR PLANTING, MARK ALL PLANTING BEDS AND INDIVIDUAL LOCATIONS OF LARGE SHRUBS AS SHOWN ON THE PLANS, ON THE GROUND WITH A COMMON BRIGHT ORANGE COLORED SPRAY PAINT, OR WITH OTHER APPROVED METHODS, WITHIN THE PROJECT LIMITS. OBTAIN THE LANDSCAPE ARCHITECT'S APPROVAL AND MAKE NECESSARY UTILITY CLEARANCE REQUESTS. 7.PHASE INSTALLATION OF THE EQUIPMENT SO EQUIPMENT DOES NOT HAVE TO TRAVEL OVER ALREADY INSTALLED TOPSOIL OR PLANTING MIXES. 8.DETRIMENTAL SOIL CONDITIONS: THE OWNER IS TO BE NOTIFIED, IN WRITING, OF SOIL CONDITIONS ENCOUNTERED, INCLUDING POOR DRAINAGE, THAT THE CONTRACTOR CONSIDERS DETRIMENTAL TO THE GROWTH OF PLANT MATERIAL. WHEN DETRIMENTAL CONDITIONS ARE UNCOVERED, PLANTING SHALL BE DISCONTINUED UNTIL INSTRUCTIONS TO RESOLVE THE CONDITIONS ARE RECEIVED FROM THE OWNER. 9.WHERE MULTIPLE OR MASS PLANTINGS ARE TO BE MADE IN EXTENDED BEDDING AREAS, AND THE PLAN SPECIFY SPECIAL BED PREPARATION, PREPARE THE PLANTING BEDS AS FOLLOWS: 9.1.REMOVE ALL VEGETATION FROM WITHIN THE AREA OF THE PLANTING BED AND EXCAVATE THE SURFACE SOIL TO A DEPTH OF 12 INCHES. BACKFILL THE EXCAVATED AREA WITH PEAT, SAND, FINISH SOIL LAYER MATERIAL OR OTHER MATERIAL TO THE ELEVATION OF THE ORIGINAL SURFACE. TILL THE ENTIRE AREA TO PROVIDE A LOOSE, FRIABLE MIXTURE TO A DEPTH OF AT LEAST 8 INCHES. LEVEL THE BED ONLY SLIGHTLY ABOVE THE ADJACENT GROUND LEVEL. 10.PRUNE ALL BROKEN OR DAMAGED ROOTS AND LIMBS IN ACCORDANCE WITH ESTABLISHED ARBORICULTURE PRACTICES. WHEN PRUNING IS COMPLETE ENSURE THAT ALL REMAINING WOOD IS ALIVE. DO NOT REDUCE THE SIZE OR QUALITY OF THE PLANT BELOW THE MINIMUM SPECIFIED. 11.ENSURE THAT THE PLANTS ARE KEPT WATERED, THAT THE STAKING AND GUYING IS KEPT ADJUSTED AS NECESSARY, THAT ALL PLANTING AREAS AND BEDS ARE KEPT FREE OF WEEDS AND UNDESIRABLE PLANT GROWTH AND THAT THE PLANTS ARE MAINTAINED SO THAT THEY ARE HEALTHY, VIGOROUS, AND UNDAMAGED AT THE TIME OF ACCEPTANCE. 12.LANDSCAPE PLANS ARE NOT TO BE UTILIZED FOR STAKING AND LAYOUT OR LOCATION OF ANY STRUCTURAL SITE FEATURES INCLUDING BUT NOT LIMITED TO, BUILDINGS, SIGNAGE, PATHWAYS, EASEMENTS, UTILITIES, OR ROADWAYS. 13.ALL APPLICABLE FEDERAL, STATE, AND LOCAL PERMITS SHALL BE ATTAINED PRIOR TO THE REMOVAL, RELOCATION, OR INSTALLATION OF PLANT MATERIALS INDICATED WITHIN THE PLAN DOCUMENTS. 14.THE CONTRACTOR SHALL CONTACT THE LOCAL UTILITY COMPANIES FOR VERIFICATION OF THE LOCATION OF ALL UNDERGROUND UTILITY LINES IN THE AREA OF THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE RESULTING FROM NEGLECT OR FAILURE TO COMPLY WITH THIS REQUIREMENT. 15.A WRITTEN REQUEST FOR THE INSPECTION OF PLANT MATERIAL AT THEIR PLACE OF GROWTH SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT AT LEAST TEN (10) CALENDAR DAYS PRIOR TO DIGGING. THIS REQUEST SHALL STATE THE PLACE OF GROWTH AND THE QUANTITY OF PLANTS TO BE INSPECTED. THE LANDSCAPE ARCHITECT MAY REFUSE INSPECTION AT THIS TIME IF, IN HIS OR HER JUDGMENT, SUFFICIENT QUANTITIES OF PLANTS ARE NOT AVAILABLE FOR INSPECTION, OR THE CONTRACTING OFFICER REPRESENTATIVE DEEMS INSPECTION IS NOT REQUIRED. 16.IF ROCK, UNDERGROUND CONSTRUCTION WORK, UTILITIES, TREE ROOTS OR OTHER OBSTRUCTIONS ARE ENCOUNTERED IN THE EXCAVATION OF PLANTING AREA, ALTERNATE LOCATIONS FOR ANY PLANTING SHALL BE DETERMINED BY THE OWNER. 17.EXCEPT AS OTHERWISE SPECIFIED, MULCH SHALL BE UNIFORMLY APPLIED, CONSISTING OF ROCK MULCH APPROVED BY OWNER, UNLESS OTHERWISE NOTED, TO A MINIMUM THICKNESS OF 4 INCHES OVER THE ENTIRE AREA OF THE BACKFILLED HOLE OR BED WITHIN 8 HOURS AFTER PLANTING. THE MULCH WILL BE FREE OF WEEDS, SEEDS AND ANY OTHER ORGANIC OR INORGANIC MATERIAL. MULCH SHALL NOT CONTAIN STONES OR OTHER FOREIGN MATERIAL THAT WILL PREVENT ITS EVENTUAL DECAY. THIS SHALL BE APPLIED TO ALL PLANTED AREAS WHERE INDICATED SO THAT AFTER INSTALLATION, THE MULCH WILL NOT BE LESS THAN 4". SUBMIT SAMPLE FOR APPROVAL. 18.PROTECT SOIL FROM OVER COMPACTION AFTER PLACEMENT. AN AREA THAT BECOMES OVER COMPACTED SHALL BE TILLED TO A DEPTH OF 6". UNEVEN OR SETTLED AREAS SHALL BE FILLED AND REGRADED. 19.LIFT PLANTS ONLY FROM BOTTOM OF THE ROOTS BALL OR WITH BELTS OR LIFTING HARNESS OF SUFFICIENT WIDTH SO NO DAMAGE TO ROOT BALLS. 20.THOROUGHLY WATER ALL PLANTS IMMEDIATELY AFTER PLANTING. APPLY WATER BY HOSE DIRECTLY TO THE ROOT BALL AND THE ADJACENT SOIL. MAINTENANCE 1.MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS PLANTED AND CONTINUE UNTIL ITS ACCEPTANCE AT SUBSTANTIAL COMPLETION HAS BEEN CONFIRMED BY THE CONTRACTING OFFICER REPRESENTATIVE. 2.PLANTING AREAS AND PLANTS SHALL BE PROTECTED AT ALL TIMES AGAINST TRESPASSING AND DAMAGE OF ALL KINDS FOR THE DURATION OF THE MAINTENANCE PERIOD. IF A PLANT BECOMES DAMAGED OR INJURED, IT SHALL BE REPLACED AS DIRECTED BY THE OWNER AT NO ADDITIONAL COST. 3.MAINTENANCE SHALL INCLUDE TURF AND CONSIST OF PRUNING, WATERING, CULTIVATING, WEEDING, MULCHING, FERTILIZING, RESETTING OF PLANTS TO PROPER GRADES OR UPRIGHT POSITION, RESTORING OF THE PLANTING SAUCER (TREE RING), AND FURNISHING AND APPLYING SUCH SPRAYS OR OTHER MATERIAL AS NECESSARY TO KEEP PLANTINGS FREE OF INSECTS AND DISEASES AND IN VIGOROUS, AMERICAN STANDARD FOR NURSERY STOCK (ANLA) Z60.1 CONDITION. 4.ALL PRUNING, INCLUDING PALMS AND TREES, SHALL BE COMPLETED USING CLEAN SHARP TOOLS AND FOLLOW INTERNATIONAL SOCIETY OF ARBORICULTURE (ISA) RECOMMENDATIONS. THE CONTRACTOR SHALL CONSULTANT AN INTERNATIONAL SOCIETY OF ARBORICULTURE (ISA) CERTIFIED ARBORIST PRIOR TO ANY PRUNING ACTIVITIES. 5.PLANTS SHALL NOT BE HEAVILY PRUNED AT THE TIME OF PLANTING. HEALTHY LOWER BRANCHES AND INTERIOR TWIGS SHOULD NOT BE REMOVED EXCEPT AS NECESSARY TO CLEAR SIDEWALKS OR PARKING AREAS. RETAIN THE NORMAL SHAPE OF THE PLANT. 6.PRIOR TO THE END OF THE MAINTENANCE PERIOD, LANDSCAPE CONTRACTOR SHALL FURNISH THREE (3) COPIES OF WRITTEN MAINTENANCE INSTRUCTIONS TO THE OWNERS FOR MAINTENANCE AND CARE OF INSTALLED PLANTS AFTER THE ESTABLISHMENT PERIOD. SUBSTANTIAL COMPLETION 1.THE LANDSCAPE ARCHITECT SHALL INSPECT ALL WORK FOR SUBSTANTIAL COMPLETION UPON WRITTEN REQUEST FROM THE CONTRACTOR. THE REQUEST SHALL BE RECEIVED AT LEAST 10 CALENDAR DAYS BEFORE THE ANTICIPATED DATE OF INSPECTION. 2.ACCEPTANCE OF PLANT MATERIAL SHALL BE FOR GENERAL CONFORMANCE TO SPECIFIED SIZE, CHARACTER, AND QUALITY AND SHALL NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR FULL CONFORMANCE TO THE CONTRACT DOCUMENTS, INCLUDING CORRECT SPECIES. 3.UPON COMPLETION AND RE-INSPECTION OF ALL REPAIRS OR REPLACEMENTS NECESSARY IN THE JUDGEMENT OF THE LANDSCAPE ARCHITECT AND OWNER, THE OWNER SHALL CERTIFY IN WRITING THAT THE WORK HAS BEEN ACCEPTED AND THE ESTABLISHMENT PERIOD WILL BEGIN. ESTABLISHMENT PERIOD 1.THE ESTABLISHMENT PERIOD FOR ALL PLANT MATERIAL SHALL BEGIN AT THE DATE OF SUBSTANTIAL COMPLETION. 2.THE ESTABLISHMENT PERIOD IS DEFINED AS TWO YEARS AFTER SUBSTANTIAL COMPLETION OF ALL 1-7 GALLON PLANTS AND TWO YEARS AFTER SUBSTANTIAL COMPLETION OF ALL TREES AND PALMS. PROVIDE THE OWNER AND LANDSCAPE ARCHITECT WITH SEVEN (7) CALENDAR DAYS ADVANCE NOTICE OF COMPLETING INSTALLATION OF ALL SMALL AND LARGE PLANTS. THE ESTABLISHMENT PERIOD WILL BEGIN UPON ACCEPTANCE OF THE COMPLETE INSTALLATION OF SMALL AND LARGE PLANTS RESPECTIVELY, BY THE LANDSCAPE ARCHITECT. UPON COMPLETION OF INSTALLATION OF SMALL AND LARGE PLANTS, THE CONTRACTOR SHALL CERTIFY ON A CONTRACTOR PROVIDED FORM THAT THE LANDSCAPING HAS BEEN INSTALLED AND IS BEING ESTABLISHED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. DURING THE ESTABLISHMENT PERIOD: KEEP ALL SOD AND PLANTS UNDAMAGED, WATERED, FERTILIZED, MULCHED, PRUNED, AND STAKED AND GUYED AS NECESSARY TO ASSURE SPECIFIED MINIMUM GRADE OF AMERICAN STANDARD FOR NURSERY STOCK (ANSI) Z60.1. KEEP INDIVIDUAL PLANT LOCATIONS AND PLANTING BEDS FREE OF LITTER AND UNDESIRABLE VEGETATION. KEEP LANDSCAPE BED LINES CORRECTLY LOCATED AND EDGED, AND THE MULCH GROOMED AND REPLENISHED. DURING THE ESTABLISHMENT PERIOD, THE CONTRACTOR SHALL INSPECT AND CERTIFY MONTHLY ON A CONTRACTOR PROVIDED FORM THAT THE LANDSCAPING IS BEING ESTABLISHED PER THE CONTRACT DOCUMENTS. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT AND/OR ADJUSTMENTS OF ALL GROUNDCOVER, SHRUBS, ORNAMENTAL GRASSES, TREES, AND PALMS THAT FALL OR LEAN DURING THE ESTABLISHMENT PERIOD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED BY FALLING OR LEANING PLANT MATERIAL. 4.CONTRACTOR SHALL WATER/IRRIGATE TO MAINTAIN VIGOROUS, AMERICAN STANDARD FOR NURSERY STOCK (ANSI) Z60.1 GRADE HEALTHY PLANT GROWTH. OVERWATERING OR FLOODING SHALL NOT BE ALLOWED. THE CONTRACTOR SHALL MONITOR, ADJUST, AND FURNISH ANY ADDITIONAL MATERIAL, EQUIPMENT, OR WATER TO ENSURE ADEQUATE IRRIGATION. ROOT BALLS OF LARGE SHRUBS SHALL BE SPOT WATERED USING HANDHELD HOSES DURING THE FIRST FOUR MONTHS AFTER PLANTING, AS REQUIRED TO ENSURE ADEQUATE WATER WITHIN THE ROOT BALL. 5.THE CONTRACTOR SHALL REPLACE, WITHOUT COST, AS SOON AS WEATHER PERMITS, AND WITHIN A GIVEN PLANTING PERIOD, ALL IRRIGATION AND PLANTS DETERMINED BY THE CONTRACTING OFFICER REPRESENTATIVE TO BE DEAD, OR IN UNACCEPTABLE CONDITION DURING AND AT THE END OF THE ESTABLISHMENT PERIOD. TO BE CONSIDERED ACCEPTABLE, PLANTS SHALL BE FREE OF DEAD OR DYING BRANCHES AND BRANCH TIPS AND SHALL BEAR FOLIAGE OF NORMAL DENSITY, SIZE, AND COLOR. REPLACEMENTS SHALL BE THE SAME SIZE AS ADJACENT SPECIMENS OF THE SAME SPECIES. REPLACEMENTS SHALL BE SUBJECT TO ALL REQUIREMENTS STATED IN THESE LANDSCAPE NOTES. 6.THE GUARANTEE OF ALL REPLACEMENT PLANTS SHALL EXTEND FOR AN ADDITIONAL PERIOD OF ONE YEAR FROM THE DATE OF THEIR ACCEPTANCE AFTER REPLACEMENT. IN THE EVENT THAT A REPLACEMENT PLANT IS NOT ACCEPTABLE DURING OR AT THE END OF THE EXTENDED ESTABLISHMENT PERIOD, THE OWNER MAY SELECT A SUBSEQUENT REPLACEMENT OR CREDIT FOR THE ITEM. 7.THE CONTRACTOR SHALL MAKE PERIODIC INSPECTIONS, AT NO EXTRA COST, DURING THE ESTABLISHMENT PERIOD TO DETERMINE WHAT CHANGES, IF ANY, SHOULD BE MADE IN THE MAINTENANCE PROGRAM. IF CHANGES ARE RECOMMENDED, THEY SHALL BE SUBMITTED IN WRITING TO THE OWNER. CLAIMS BY THE CONTRACTOR THAT THE OWNER'S MAINTENANCE PRACTICES OR LACK OF MAINTENANCE RESULTED IN DEAD OR DYING PLANTS WILL NOT BE CONSIDERED IF SUCH CLAIMS HAVE NOT BEEN DOCUMENTED IN WRITING AND IN PHOTOGRAPHS BY THE CONTRACTOR DURING THE ESTABLISHMENT PERIOD. FINAL ACCEPTANCE 1.AT THE END OF THE ESTABLISHMENT PERIOD AND UPON WRITTEN REQUEST OF THE CONTRACTOR, THE LANDSCAPE ARCHITECT WILL INSPECT ALL GUARANTEED WORK FOR FINAL ACCEPTANCE. THE REQUEST SHALL BE RECEIVED AT LEAST TEN (10) CALENDAR DAYS BEFORE THE ANTICIPATED DATE FOR FINAL INSPECTION. UPON COMPLETION AND RE-INSPECTION OF ALL REPAIRS IN THE JUDGEMENT OF THE LANDSCAPE ARCHITECT AND OWNER, THE OWNER SHALL CERTIFY, IN WRITING, THAT THE PROJECT HAS RECEIVED FINAL ACCEPTANCE. AIRPORT LONG TERM PARKING LOT OVERALL LANDSCAPE PLAN GENERAL 1.THE CONTRACTOR SHALL SUPPLY WATERING NEEDED FOR ESTABLISHMENT OF PLANTING MATERIAL DURING THE ESTABLISHMENT PERIOD. THE CONTRACTOR MAY DESIGN AND INSTALL A COMPLETE IRRIGATION SYSTEM FOR THE LANDSCAPE IMPROVEMENTS. THE IRRIGATION SYSTEM SHALL BE A FULLY AUTOMATIC SYSTEM THAT PROVIDES 100% COVERAGE TO ALL TURF, GROUNDCOVER, SHRUB, ORNAMENTAL GRASS, TREE, AND PALM LOCATIONS. 2.THE CONTRACTOR SHALL SUBMIT A COMPLETE WATER SCHEDULE TO INCLUDE NUMBER OF WATER DAYS, WATERING TIMES AND FREQUENCY, AND WATER SOURCE. QUALIFICATIONS 1.LANDSCAPE CONTRACTOR SHALL BE LICENSED AND SHALL CARRY ANY NECESSARY INSURANCE AND SHALL PROTECT THE OWNER AGAINST ALL LIABILITIES, CLAIMS OR DEMANDS FOR INJURIES OR DAMAGE TO ANY PERSON OR PROPERTY GROWING OUT OF THE PERFORMANCE OF THE WORK UNDER THIS CONTRACT. ALL WORKERS SHALL BE COVERED BY WORKMAN'S COMPENSATION INSURANCE. 2.LANDSCAPE PLANTING AND RELATED WORK SHALL BE PERFORMED BY A FIRM WITH A MINIMUM OF FIVE (5) YEARS EXPERIENCE IN THIS TYPE OF WORK. PLANT MATERIAL 1.THE LANDSCAPE PLANT SCHEDULE PROVIDED ON THE DRAWING IS FOR THE CONTRACTOR'S INFORMATION ONLY, AND NO GUARANTEE IS EXPRESSED OR IMPLIED THAT QUANTITIES THEREIN ARE CORRECT OR THAT THE LIST IS COMPLETE. THE CONTRACTOR SHALL ENSURE THAT ALL PLANT MATERIALS SHOWN ON THE DRAWINGS ARE INCLUDED IN HIS OR HER BID. 2.ONLY USE NURSERY GROWN PLANT MATERIAL EXCEPT WHERE SPECIFIED AS COLLECTED MATERIAL. USE NURSERY GROWN PLANT MATERIAL THAT COMPLIES WITH ALL REQUIRED INSPECTIONS, GRADING STANDARDS, AND PLANT REGULATIONS IN ACCORDANCE WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK (ANSI) Z60.1 DEPARTMENT OF AGRICULTURE'S "GRADES AND STANDARDS FOR NURSERY PLANTS" EXCEPT WHERE A LESSER GRADE MIGHT BE SPECIFICALLY SPECIFIED IN THE PLANS, ENSURE THAT THE MINIMUM GRADE FOR ALL TREES AND SHRUBS IS THE AMERICAN STANDARD FOR NURSERY STOCK (ANSI) Z-60.1. ENSURE THAT ALL PLANTS ARE THE PROPER SIZE AND GRADE AT THE TIME OF DELIVERY TO THE SITE, THROUGHOUT THE PROJECT CONSTRUCTION PERIOD AND DURING ANY DESIGNATED PLANT ESTABLISHMENT PERIOD. ENSURE THAT PLANT MATERIALS ARE TRUE TO TYPE AND SPECIES AND THAT ANY PLANT MATERIALS NOT SPECIFICALLY COVERED IN AMERICAN STANDARD FOR NURSERY STOCK (ANSI) Z60.1 DEPARTMENT OF AGRICULTURE'S "GRADES AND STANDARDS FOR NURSERY PLANT" CONFORM IN TYPE AND SPECIES WITH THE STANDARDS AND DESIGNATIONS IN GENERAL ACCEPTANCE BY NORTH CAROLINA NURSERIES. ENSURE THAT PLANT MATERIALS ARE SHIPPED WITH TAGS STATING THE BOTANICAL AND COMMON NAME OF THE PLANT. © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 7 3 1 3 0 \ L S - 1 0 0 _ A D 1 _ 1 _ r e c o v e r 0 0 0 . d w g Pl o t t e d b y : Co u r t e r , M e g a n Pl o t t e d o n : 5/ 1 6 / 2 0 2 5 3 : 2 2 P M AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 05/19/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: 100% DESIGN AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 LS-101 RRS MRC DMB XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX SAN SAN SAN W W W W SAN SAN SAN SAN S GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS W W WW W W W W WING WAL L INV . 9.99 D L D L D L DL DL DL DL DL DL D P P W W W W W W W W W W W W W W W W M EMERG E N C Y A C C E S S R O A D 4- 6 " D L D L D L DL DL DL DL DL DL D P P EMERG E N C Y A C C E S S R O A D AIRPORT LONG TERM PARKING LOT LANDSCAPE PLAN (SHEET 1 OF 8) © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 7 3 1 3 0 \ L S - 1 0 0 _ A D 1 _ 1 _ r e c o v e r 0 0 0 . d w g Pl o t t e d b y : Co u r t e r , M e g a n Pl o t t e d o n : 5/ 1 6 / 2 0 2 5 3 : 2 2 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 05/19/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: 100% DESIGN NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 SHEET MUST BE PRINTED IN COLOR LEGEND PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE SIDEWALK PROPOSED PAVED ROADS BC BUTIA CAPITATA PINDO PALM PR PHOENIX ROEBELENII PYGMY DATE PALM SM SABAL MINOR SABAL MINOR SP1 SABAL PALMETTO SABAL PALM, 12' HT. SP2 SABAL PALMETTO SABAL PALM, 14' HT. SP3 SABAL PALMETTO SABAL PALM, 16' HT. SP4 SABAL PALMETTO CURVED SABAL PALM SRC SERONA REPENS 'CINEREA' SILVER SAW PALMETTO TF TRACHYCARPUS FORTUNE WINDMILL PALM LS LAGERSTROEMIA INDICA X FAURIEI 'NATCHEZ' NATCHEZ CRAPE MYRTLE AS ACCA SELLOWIANA PINEAPPLE GUAVA LC LOROPETALUM CHINENSE 'KUROBIJIN' PP23176 CERISE CHARM FRINGE FLOWER PM PODOCARPUS MACROPHYLLUS 'PRINGLES DWARF' PODOCARPUS PRINGLES RH RHODODENDRON HYBRID 'CONLES' AUTUMN EMPRESS ENCORE AZALEA RRS RHODODENDRON 'ROBLEM' AUTUMN STARLITE DWARF ENCORE AZALEA RR RHODODENDRON 'ROBLEO' PP19899 AUTUMN BELLE ENCORE AZALEA MC MUHLENBERGIA CAPILLARIS MUHLY GRASS MS MISCANTHUS SINENSIS 'ADAGIO' ADAGIO MISCANTHUS PV PANICUM VIRGATUM 'SHENANDOAH' SHENANDOAH SWITCH GRASS SS SCHIZACHYRIUM SCOPARIUM LITTLE BLUESTEM TD TRIPSACUM DACTYLOIDES FAKAHATCHEE GRASS TA TRACHELOSPERMUM ASIATICUM ASIATIC JASMINE LM LIRIOPE MUSCARI 'SUPER BLUE' SUPER BLUE LIRIOPE CD CYNODON DACTYLON 'CELEBRATION' CELEBRATION BERMUDA TURF GRASS PROPOSED SIGN, SEE CP 700 FOR PROPOSED ROADWAY SIGNING DETAILS EXISTING SIGN, SEE CP 600 FOR EXISTING ROADWAY SIGNING DETAILS LM TA TD SS PV MS MC RRS RR PM LC AS LS SRC SP4 SP3 SP2 SP1 SM PR BC CD RH TF BN BETULA NIGRA RIVER BIRCH CV CHIONANTHUS VIRGINICUS FRINGE TREE JV JUNIPERUS VIRGINIANA EASTERN RED CEDAR MV MAGNOLIA VIRGINIANA SWEET BAY MAGNOLIA PP PINUS PALUSTRIS LONG LEAF PINE QG QUERCUS GEMINATA SAND LIVE OAK SAP SABAL PALMETTO SABAL PALM MYC MYRICA CERIFERA WAX MYRTLE SAM SABAL MINOR DWARF PALMETTO NEW SIGN LOCATION (STATIC) PREVIOUS PHASE SIGN TO REMAIN UNMODIFIED (PHASE 1A) NEW SIGN LOCATION (DYNAMIC) MULTI-FACE SIGNS USE A LETTER DESIGNATION FOR EACH SIGN FACE A B C D MV JV CV BN QG PP MYC SAP SAM KEYMAP X X X X X X X GATE FENCE 5' SIDE W A L K DN 5 7 8 6 4 1 2 3 LS-102 RRS MRC DMB MA T C H L I N E - S E E S H E E T L S - 1 0 5 MATCHLINE - SEE SHEET LS-103 FE N C E XX XX XX XX XX XXXXXXXXXXXXXXXX SAN SAN 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 SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN S S S S W W W W W W W W W W W W W W W W W W W W W W W W W W 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 W W W 15" RCP 1 8 " R C P W W W W W W D P P P M W W W W W W W W W W W W W W W W W W W W W W 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 S S S S SAN SAN SAN SAN W W W SA N SA N SAN SAN S A N S A N S A N 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 S W W W M W SA N SA N SA N PROPOSED PREMIUM LOT TERMINAL LONG TERM PROPOSED PARKING GARAGE D 4- 6 " S P A R E 2- 6 " S P A R E 4- 6 " S P A R E 4- 6 " S P A R E P P P PROPOSED PREMIUM LOT LONG TERM PROPOSED PARKING GARAGE TERMINAL AIRPORT LONG TERM PARKING LOT LANDSCAPE PLAN (SHEET 2 OF 8) 2 LS-110 1 LS-110 © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 7 3 1 3 0 \ L S - 1 0 0 _ A D 1 _ 1 _ r e c o v e r 0 0 0 . d w g Pl o t t e d b y : Co u r t e r , M e g a n Pl o t t e d o n : 5/ 1 6 / 2 0 2 5 3 : 2 2 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 05/19/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: 100% DESIGN NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 SHEET MUST BE PRINTED IN COLOR LEGEND PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE SIDEWALK PROPOSED PAVED ROADS BC BUTIA CAPITATA PINDO PALM PR PHOENIX ROEBELENII PYGMY DATE PALM SM SABAL MINOR SABAL MINOR SP1 SABAL PALMETTO SABAL PALM, 12' HT. SP2 SABAL PALMETTO SABAL PALM, 14' HT. SP3 SABAL PALMETTO SABAL PALM, 16' HT. SP4 SABAL PALMETTO CURVED SABAL PALM SRC SERONA REPENS 'CINEREA' SILVER SAW PALMETTO TF TRACHYCARPUS FORTUNE WINDMILL PALM LS LAGERSTROEMIA INDICA X FAURIEI 'NATCHEZ' NATCHEZ CRAPE MYRTLE AS ACCA SELLOWIANA PINEAPPLE GUAVA LC LOROPETALUM CHINENSE 'KUROBIJIN' PP23176 CERISE CHARM FRINGE FLOWER PM PODOCARPUS MACROPHYLLUS 'PRINGLES DWARF' PODOCARPUS PRINGLES RH RHODODENDRON HYBRID 'CONLES' AUTUMN EMPRESS ENCORE AZALEA RRS RHODODENDRON 'ROBLEM' AUTUMN STARLITE DWARF ENCORE AZALEA RR RHODODENDRON 'ROBLEO' PP19899 AUTUMN BELLE ENCORE AZALEA MC MUHLENBERGIA CAPILLARIS MUHLY GRASS MS MISCANTHUS SINENSIS 'ADAGIO' ADAGIO MISCANTHUS PV PANICUM VIRGATUM 'SHENANDOAH' SHENANDOAH SWITCH GRASS SS SCHIZACHYRIUM SCOPARIUM LITTLE BLUESTEM TD TRIPSACUM DACTYLOIDES FAKAHATCHEE GRASS TA TRACHELOSPERMUM ASIATICUM ASIATIC JASMINE LM LIRIOPE MUSCARI 'SUPER BLUE' SUPER BLUE LIRIOPE CD CYNODON DACTYLON 'CELEBRATION' CELEBRATION BERMUDA TURF GRASS PROPOSED SIGN, SEE CP 700 FOR PROPOSED ROADWAY SIGNING DETAILS EXISTING SIGN, SEE CP 600 FOR EXISTING ROADWAY SIGNING DETAILS LM TA TD SS PV MS MC RRS RR PM LC AS LS SRC SP4 SP3 SP2 SP1 SM PR BC CD RH TF BN BETULA NIGRA RIVER BIRCH CV CHIONANTHUS VIRGINICUS FRINGE TREE JV JUNIPERUS VIRGINIANA EASTERN RED CEDAR MV MAGNOLIA VIRGINIANA SWEET BAY MAGNOLIA PP PINUS PALUSTRIS LONG LEAF PINE QG QUERCUS GEMINATA SAND LIVE OAK SAP SABAL PALMETTO SABAL PALM MYC MYRICA CERIFERA WAX MYRTLE SAM SABAL MINOR DWARF PALMETTO NEW SIGN LOCATION (STATIC) PREVIOUS PHASE SIGN TO REMAIN UNMODIFIED (PHASE 1A) NEW SIGN LOCATION (DYNAMIC) MULTI-FACE SIGNS USE A LETTER DESIGNATION FOR EACH SIGN FACE A B C D MV JV CV BN QG PP MYC SAP SAM KEYMAP X X X X X X X GATE FENCE 5' SIDEW A L K DN 5 7 8 6 4 1 2 3 LS-103 RRS MRC DMB MATCHLINE - SEE SHEET LS-102 MA T C H L I N E - S E E S H E E T L S - 1 0 5 MATCHLINE - SEE SHEET LS-104 XX X X X X X X XX XXXXXXXXXXXXXXXXXXXXXX FE N C E XX XX XX XX XX XXXXXXXXXXXXXXXXXXXXXX MH MH 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 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 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 GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS W W W W W W W W W W W GAS GAS GAS GAS GAS GAS GAS GAS G G SAN SAN SAN SAN SAN 30 " R C P W W W W W W SAN SAN SAN SAN SAN SAN W W W W W W 8"PV C INV . 27.1 7 INV . 27.2 6 RIP - R A P W BAC K F L O W PR E V E N T E R WAT E R MET E R DL DL DL DL DL T W W W W W W W W W W W W W WWWW W W S SA N SA N SA N SA N SA N W W W AIRPORT BLVD AIR P O R T P A R K I N G L O T 2- 6 " S P A R E DL DL DL DL DL 4- 6 " S P A R E T AIRPORT BLVD AIR P O R T P A R K I N G L O T AIRPORT LONG TERM PARKING LOT LANDSCAPE PLAN (SHEET 3 OF 8) © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 7 3 1 3 0 \ L S - 1 0 0 _ A D 1 _ 1 _ r e c o v e r 0 0 0 . d w g Pl o t t e d b y : Co u r t e r , M e g a n Pl o t t e d o n : 5/ 1 6 / 2 0 2 5 3 : 2 3 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 05/19/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: 100% DESIGN NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 SHEET MUST BE PRINTED IN COLOR LEGEND PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE SIDEWALK PROPOSED PAVED ROADS BC BUTIA CAPITATA PINDO PALM PR PHOENIX ROEBELENII PYGMY DATE PALM SM SABAL MINOR SABAL MINOR SP1 SABAL PALMETTO SABAL PALM, 12' HT. SP2 SABAL PALMETTO SABAL PALM, 14' HT. SP3 SABAL PALMETTO SABAL PALM, 16' HT. SP4 SABAL PALMETTO CURVED SABAL PALM SRC SERONA REPENS 'CINEREA' SILVER SAW PALMETTO TF TRACHYCARPUS FORTUNE WINDMILL PALM LS LAGERSTROEMIA INDICA X FAURIEI 'NATCHEZ' NATCHEZ CRAPE MYRTLE AS ACCA SELLOWIANA PINEAPPLE GUAVA LC LOROPETALUM CHINENSE 'KUROBIJIN' PP23176 CERISE CHARM FRINGE FLOWER PM PODOCARPUS MACROPHYLLUS 'PRINGLES DWARF' PODOCARPUS PRINGLES RH RHODODENDRON HYBRID 'CONLES' AUTUMN EMPRESS ENCORE AZALEA RRS RHODODENDRON 'ROBLEM' AUTUMN STARLITE DWARF ENCORE AZALEA RR RHODODENDRON 'ROBLEO' PP19899 AUTUMN BELLE ENCORE AZALEA MC MUHLENBERGIA CAPILLARIS MUHLY GRASS MS MISCANTHUS SINENSIS 'ADAGIO' ADAGIO MISCANTHUS PV PANICUM VIRGATUM 'SHENANDOAH' SHENANDOAH SWITCH GRASS SS SCHIZACHYRIUM SCOPARIUM LITTLE BLUESTEM TD TRIPSACUM DACTYLOIDES FAKAHATCHEE GRASS TA TRACHELOSPERMUM ASIATICUM ASIATIC JASMINE LM LIRIOPE MUSCARI 'SUPER BLUE' SUPER BLUE LIRIOPE CD CYNODON DACTYLON 'CELEBRATION' CELEBRATION BERMUDA TURF GRASS PROPOSED SIGN, SEE CP 700 FOR PROPOSED ROADWAY SIGNING DETAILS EXISTING SIGN, SEE CP 600 FOR EXISTING ROADWAY SIGNING DETAILS LM TA TD SS PV MS MC RRS RR PM LC AS LS SRC SP4 SP3 SP2 SP1 SM PR BC CD RH TF BN BETULA NIGRA RIVER BIRCH CV CHIONANTHUS VIRGINICUS FRINGE TREE JV JUNIPERUS VIRGINIANA EASTERN RED CEDAR MV MAGNOLIA VIRGINIANA SWEET BAY MAGNOLIA PP PINUS PALUSTRIS LONG LEAF PINE QG QUERCUS GEMINATA SAND LIVE OAK SAP SABAL PALMETTO SABAL PALM MYC MYRICA CERIFERA WAX MYRTLE SAM SABAL MINOR DWARF PALMETTO NEW SIGN LOCATION (STATIC) PREVIOUS PHASE SIGN TO REMAIN UNMODIFIED (PHASE 1A) NEW SIGN LOCATION (DYNAMIC) MULTI-FACE SIGNS USE A LETTER DESIGNATION FOR EACH SIGN FACE A B C D MV JV CV BN QG PP MYC SAP SAM KEYMAP X X X X X X X GATE FENCE 5' SIDEW A L K DN 5 7 8 6 4 1 2 3 LS-104 RRS MRC DMB MATCHLINE - SEE SHEET LS-106 MATCHLINE - SEE SHEET LS-103 3 LS-110 ADMIN BUILDING XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX OH OH OH OH OH OH 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 SAN SAN SAN SAN SAN SAN SAN SAN S S S W W W W W W W W W W W GAS GAS GAS GAS GAS GAS GAS GAS GAS W W W W C P ECONOMY A I R P O R T B L V D C PECONOMY A I R P O R T B L V D AIRPORT LONG TERM PARKING LOT LANDSCAPE PLAN (SHEET 4 OF 8) © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 7 3 1 3 0 \ L S - 1 0 0 _ A D 1 _ 1 _ r e c o v e r 0 0 0 . d w g Pl o t t e d b y : Co u r t e r , M e g a n Pl o t t e d o n : 5/ 1 6 / 2 0 2 5 3 : 2 3 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 05/19/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: KEYMAP PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: X X X X X X X GATE FENCE 5' SIDE W A L K DN 5 7 8 6 4 1 2 3 100% DESIGN NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 SHEET MUST BE PRINTED IN COLOR LEGEND PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE SIDEWALK PROPOSED PAVED ROADS BC BUTIA CAPITATA PINDO PALM PR PHOENIX ROEBELENII PYGMY DATE PALM SM SABAL MINOR SABAL MINOR SP1 SABAL PALMETTO SABAL PALM, 12' HT. SP2 SABAL PALMETTO SABAL PALM, 14' HT. SP3 SABAL PALMETTO SABAL PALM, 16' HT. SP4 SABAL PALMETTO CURVED SABAL PALM SRC SERONA REPENS 'CINEREA' SILVER SAW PALMETTO TF TRACHYCARPUS FORTUNE WINDMILL PALM LS LAGERSTROEMIA INDICA X FAURIEI 'NATCHEZ' NATCHEZ CRAPE MYRTLE AS ACCA SELLOWIANA PINEAPPLE GUAVA LC LOROPETALUM CHINENSE 'KUROBIJIN' PP23176 CERISE CHARM FRINGE FLOWER PM PODOCARPUS MACROPHYLLUS 'PRINGLES DWARF' PODOCARPUS PRINGLES RH RHODODENDRON HYBRID 'CONLES' AUTUMN EMPRESS ENCORE AZALEA RRS RHODODENDRON 'ROBLEM' AUTUMN STARLITE DWARF ENCORE AZALEA RR RHODODENDRON 'ROBLEO' PP19899 AUTUMN BELLE ENCORE AZALEA MC MUHLENBERGIA CAPILLARIS MUHLY GRASS MS MISCANTHUS SINENSIS 'ADAGIO' ADAGIO MISCANTHUS PV PANICUM VIRGATUM 'SHENANDOAH' SHENANDOAH SWITCH GRASS SS SCHIZACHYRIUM SCOPARIUM LITTLE BLUESTEM TD TRIPSACUM DACTYLOIDES FAKAHATCHEE GRASS TA TRACHELOSPERMUM ASIATICUM ASIATIC JASMINE LM LIRIOPE MUSCARI 'SUPER BLUE' SUPER BLUE LIRIOPE CD CYNODON DACTYLON 'CELEBRATION' CELEBRATION BERMUDA TURF GRASS PROPOSED SIGN, SEE CP 700 FOR PROPOSED ROADWAY SIGNING DETAILS EXISTING SIGN, SEE CP 600 FOR EXISTING ROADWAY SIGNING DETAILS LM TA TD SS PV MS MC RRS RR PM LC AS LS SRC SP4 SP3 SP2 SP1 SM PR BC CD RH TF BN BETULA NIGRA RIVER BIRCH CV CHIONANTHUS VIRGINICUS FRINGE TREE JV JUNIPERUS VIRGINIANA EASTERN RED CEDAR MV MAGNOLIA VIRGINIANA SWEET BAY MAGNOLIA PP PINUS PALUSTRIS LONG LEAF PINE QG QUERCUS GEMINATA SAND LIVE OAK SAP SABAL PALMETTO SABAL PALM MYC MYRICA CERIFERA WAX MYRTLE SAM SABAL MINOR DWARF PALMETTO NEW SIGN LOCATION (STATIC) PREVIOUS PHASE SIGN TO REMAIN UNMODIFIED (PHASE 1A) NEW SIGN LOCATION (DYNAMIC) MULTI-FACE SIGNS USE A LETTER DESIGNATION FOR EACH SIGN FACE A B C D MV JV CV BN QG PP MYC SAP SAM LS-105 RRS MRC DMB GA T E W GAS 18" RCP 18" R C P 1 8 " 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 WWW W W SAN S A N SA N S A N SA N SA N SA N S A N SA N SA N S A N S IN V . 1 5 . 7 7 RIM 2 6 . 5 4 STO R M I N L E T INV . 18.9 5 INV. IN V . 2 5 . 8 4 IN V . 2 6 . 0 0 2 2 . 5 5 IN V . INV. 20.50 INV. 20.70 IN V . 1 5 . 1 0 INV. 18 . 2 7 INV . 1 7 . 5 7 18.82 IN V . 2 6 . 0 6 IN V . 2 6 . 4 0 INV . 2 3 . 1 3 RIM 2 5 . 3 8 STO R M I N L E T INV . 1 8 . 8 3 RIM 2 7 . 6 3 STO R M M A N H O L E INV . N O A C C E S S RIM 2 7 . 1 1 STO R M I N L E T INV . 1 3 . 8 3 RIM 2 6 . 6 8 STO R M I N L E T GAS MET E R GAS VAL V E FIR E HYD R A N T AIRPORT LONG TERM PARKING LOT LANDSCAPE PLAN (SHEET 5 OF 8) © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 7 3 1 3 0 \ L S - 1 0 0 _ A D 1 _ 1 _ r e c o v e r 0 0 0 . d w g Pl o t t e d b y : Co u r t e r , M e g a n Pl o t t e d o n : 5/ 1 6 / 2 0 2 5 3 : 2 3 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 05/19/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: 100% DESIGN NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 SHEET MUST BE PRINTED IN COLOR LEGEND PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE SIDEWALK PROPOSED PAVED ROADS BC BUTIA CAPITATA PINDO PALM PR PHOENIX ROEBELENII PYGMY DATE PALM SM SABAL MINOR SABAL MINOR SP1 SABAL PALMETTO SABAL PALM, 12' HT. SP2 SABAL PALMETTO SABAL PALM, 14' HT. SP3 SABAL PALMETTO SABAL PALM, 16' HT. SP4 SABAL PALMETTO CURVED SABAL PALM SRC SERONA REPENS 'CINEREA' SILVER SAW PALMETTO TF TRACHYCARPUS FORTUNE WINDMILL PALM LS LAGERSTROEMIA INDICA X FAURIEI 'NATCHEZ' NATCHEZ CRAPE MYRTLE AS ACCA SELLOWIANA PINEAPPLE GUAVA LC LOROPETALUM CHINENSE 'KUROBIJIN' PP23176 CERISE CHARM FRINGE FLOWER PM PODOCARPUS MACROPHYLLUS 'PRINGLES DWARF' PODOCARPUS PRINGLES RH RHODODENDRON HYBRID 'CONLES' AUTUMN EMPRESS ENCORE AZALEA RRS RHODODENDRON 'ROBLEM' AUTUMN STARLITE DWARF ENCORE AZALEA RR RHODODENDRON 'ROBLEO' PP19899 AUTUMN BELLE ENCORE AZALEA MC MUHLENBERGIA CAPILLARIS MUHLY GRASS MS MISCANTHUS SINENSIS 'ADAGIO' ADAGIO MISCANTHUS PV PANICUM VIRGATUM 'SHENANDOAH' SHENANDOAH SWITCH GRASS SS SCHIZACHYRIUM SCOPARIUM LITTLE BLUESTEM TD TRIPSACUM DACTYLOIDES FAKAHATCHEE GRASS TA TRACHELOSPERMUM ASIATICUM ASIATIC JASMINE LM LIRIOPE MUSCARI 'SUPER BLUE' SUPER BLUE LIRIOPE CD CYNODON DACTYLON 'CELEBRATION' CELEBRATION BERMUDA TURF GRASS PROPOSED SIGN, SEE CP 700 FOR PROPOSED ROADWAY SIGNING DETAILS EXISTING SIGN, SEE CP 600 FOR EXISTING ROADWAY SIGNING DETAILS LM TA TD SS PV MS MC RRS RR PM LC AS LS SRC SP4 SP3 SP2 SP1 SM PR BC CD RH TF BN BETULA NIGRA RIVER BIRCH CV CHIONANTHUS VIRGINICUS FRINGE TREE JV JUNIPERUS VIRGINIANA EASTERN RED CEDAR MV MAGNOLIA VIRGINIANA SWEET BAY MAGNOLIA PP PINUS PALUSTRIS LONG LEAF PINE QG QUERCUS GEMINATA SAND LIVE OAK SAP SABAL PALMETTO SABAL PALM MYC MYRICA CERIFERA WAX MYRTLE SAM SABAL MINOR DWARF PALMETTO NEW SIGN LOCATION (STATIC) PREVIOUS PHASE SIGN TO REMAIN UNMODIFIED (PHASE 1A) NEW SIGN LOCATION (DYNAMIC) MULTI-FACE SIGNS USE A LETTER DESIGNATION FOR EACH SIGN FACE A B C D MV JV CV BN QG PP MYC SAP SAM KEYMAP X X X X X X X GATE FENCE 5' SIDEW A L K DN 5 7 8 6 4 1 2 3 LS-106 RRS MRC DMB MATCHLINE - SEE SHEET LS-104 FLAG POLE LOCATION EXISTING SIGN EXISITING FIRE HYDRANT FIELD VERIFY AND ADJUST BASED ON EXISTING CONDITIONS PUBLIC SAFETY OFFICE 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 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 SA N SA N SA N SAN SAN SAN SAN SAN SAN SAN S S S S S W W W W W W W W W W W W W W W W W W W W W W W W W W 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 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 GA S GA S GA S GA S SANSANSANSANSANSAN W W W W W W W W W SAN SAN SAN SAN SAN SAN SA N SA N SA N S SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN IN V . 10 . 7 8 WI N G WA L L 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 GA S GA S GA S AIRPORT LONG TERM PARKING LOT LANDSCAPE PLAN (SHEET 6 OF 8) © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 7 3 1 3 0 \ L S - 1 0 0 _ A D 1 _ 1 _ r e c o v e r 0 0 0 . d w g Pl o t t e d b y : Co u r t e r , M e g a n Pl o t t e d o n : 5/ 1 6 / 2 0 2 5 3 : 2 3 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 05/19/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: 100% DESIGN NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 SHEET MUST BE PRINTED IN COLOR LEGEND PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE SIDEWALK PROPOSED PAVED ROADS BC BUTIA CAPITATA PINDO PALM PR PHOENIX ROEBELENII PYGMY DATE PALM SM SABAL MINOR SABAL MINOR SP1 SABAL PALMETTO SABAL PALM, 12' HT. SP2 SABAL PALMETTO SABAL PALM, 14' HT. SP3 SABAL PALMETTO SABAL PALM, 16' HT. SP4 SABAL PALMETTO CURVED SABAL PALM SRC SERONA REPENS 'CINEREA' SILVER SAW PALMETTO TF TRACHYCARPUS FORTUNE WINDMILL PALM LS LAGERSTROEMIA INDICA X FAURIEI 'NATCHEZ' NATCHEZ CRAPE MYRTLE AS ACCA SELLOWIANA PINEAPPLE GUAVA LC LOROPETALUM CHINENSE 'KUROBIJIN' PP23176 CERISE CHARM FRINGE FLOWER PM PODOCARPUS MACROPHYLLUS 'PRINGLES DWARF' PODOCARPUS PRINGLES RH RHODODENDRON HYBRID 'CONLES' AUTUMN EMPRESS ENCORE AZALEA RRS RHODODENDRON 'ROBLEM' AUTUMN STARLITE DWARF ENCORE AZALEA RR RHODODENDRON 'ROBLEO' PP19899 AUTUMN BELLE ENCORE AZALEA MC MUHLENBERGIA CAPILLARIS MUHLY GRASS MS MISCANTHUS SINENSIS 'ADAGIO' ADAGIO MISCANTHUS PV PANICUM VIRGATUM 'SHENANDOAH' SHENANDOAH SWITCH GRASS SS SCHIZACHYRIUM SCOPARIUM LITTLE BLUESTEM TD TRIPSACUM DACTYLOIDES FAKAHATCHEE GRASS TA TRACHELOSPERMUM ASIATICUM ASIATIC JASMINE LM LIRIOPE MUSCARI 'SUPER BLUE' SUPER BLUE LIRIOPE CD CYNODON DACTYLON 'CELEBRATION' CELEBRATION BERMUDA TURF GRASS PROPOSED SIGN, SEE CP 700 FOR PROPOSED ROADWAY SIGNING DETAILS EXISTING SIGN, SEE CP 600 FOR EXISTING ROADWAY SIGNING DETAILS LM TA TD SS PV MS MC RRS RR PM LC AS LS SRC SP4 SP3 SP2 SP1 SM PR BC CD RH TF BN BETULA NIGRA RIVER BIRCH CV CHIONANTHUS VIRGINICUS FRINGE TREE JV JUNIPERUS VIRGINIANA EASTERN RED CEDAR MV MAGNOLIA VIRGINIANA SWEET BAY MAGNOLIA PP PINUS PALUSTRIS LONG LEAF PINE QG QUERCUS GEMINATA SAND LIVE OAK SAP SABAL PALMETTO SABAL PALM MYC MYRICA CERIFERA WAX MYRTLE SAM SABAL MINOR DWARF PALMETTO NEW SIGN LOCATION (STATIC) PREVIOUS PHASE SIGN TO REMAIN UNMODIFIED (PHASE 1A) NEW SIGN LOCATION (DYNAMIC) MULTI-FACE SIGNS USE A LETTER DESIGNATION FOR EACH SIGN FACE A B C D MV JV CV BN QG PP MYC SAP SAM KEYMAP X X X X X X X GATE FENCE 5' SIDEW A L K DN 5 7 8 6 4 1 2 3 LS-107 RRS MRC DMB MATCHLINE - SEE SHEET LS-108 EXISTING TREES, TYP. 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 SAN SAN SAN SAN SAN SA N SA N SA N SA N SA N SA N SA N SAN SAN SAN SAN SAN SAN SAN S S S S S W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWW 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 GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S SAN SAN SAN SAN SAN SAN SAN W W SAN SAN SAN SAN W W W W W W W W W W W S S 8" P V C 8" P V C 8 " P V C SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N S A N S A N S A N W W W W W W W W W W S A N S A N S A N S A N S A N S A N SAN SAN SAN SAN SAN S S W SA N SA N SA N SA N SA N SA N SA N SA N RI M 2 2 . 1 7 IN V . O U T 1 6 . 7 7 MA N H O L E IN V I N 1 6 . 1 3 IN V . O U T 1 6 . 1 3 SA N I T A R Y S E W E R MA N H O L E RI M 2 3 . 9 2 IN V . I N 1 5 . 1 2 ( W E S T ) IN V . I N 1 3 . 4 8 ( N O R T H ) IN V . O U T 1 3 . 4 8 ( S O U T H ) S S IN V . 19 . 1 8 IN V . 19 . 0 6 18"RCP ST O R M M H RIM 2 2 . 7 3 IN V . 1 4 . 5 2 INV 1 4 . 7 4 IN V . 1 7 . 7 8 HE A D W A L L IN V . 1 8 . 6 0 HE A D W A L L IN V . 1 4 . 5 8 SAN SAN SAN SAN 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 AIRPORT LONG TERM PARKING LOT LANDSCAPE PLAN (SHEET 7 OF 8) NO LANDSCAPE THIS SHEET © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 7 3 1 3 0 \ L S - 1 0 0 _ A D 1 _ 1 _ r e c o v e r 0 0 0 . d w g Pl o t t e d b y : Co u r t e r , M e g a n Pl o t t e d o n : 5/ 1 6 / 2 0 2 5 3 : 2 3 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 05/19/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: 100% DESIGN NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 SHEET MUST BE PRINTED IN COLOR LEGEND PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE SIDEWALK PROPOSED PAVED ROADS BC BUTIA CAPITATA PINDO PALM PR PHOENIX ROEBELENII PYGMY DATE PALM SM SABAL MINOR SABAL MINOR SP1 SABAL PALMETTO SABAL PALM, 12' HT. SP2 SABAL PALMETTO SABAL PALM, 14' HT. SP3 SABAL PALMETTO SABAL PALM, 16' HT. SP4 SABAL PALMETTO CURVED SABAL PALM SRC SERONA REPENS 'CINEREA' SILVER SAW PALMETTO TF TRACHYCARPUS FORTUNE WINDMILL PALM LS LAGERSTROEMIA INDICA X FAURIEI 'NATCHEZ' NATCHEZ CRAPE MYRTLE AS ACCA SELLOWIANA PINEAPPLE GUAVA LC LOROPETALUM CHINENSE 'KUROBIJIN' PP23176 CERISE CHARM FRINGE FLOWER PM PODOCARPUS MACROPHYLLUS 'PRINGLES DWARF' PODOCARPUS PRINGLES RH RHODODENDRON HYBRID 'CONLES' AUTUMN EMPRESS ENCORE AZALEA RRS RHODODENDRON 'ROBLEM' AUTUMN STARLITE DWARF ENCORE AZALEA RR RHODODENDRON 'ROBLEO' PP19899 AUTUMN BELLE ENCORE AZALEA MC MUHLENBERGIA CAPILLARIS MUHLY GRASS MS MISCANTHUS SINENSIS 'ADAGIO' ADAGIO MISCANTHUS PV PANICUM VIRGATUM 'SHENANDOAH' SHENANDOAH SWITCH GRASS SS SCHIZACHYRIUM SCOPARIUM LITTLE BLUESTEM TD TRIPSACUM DACTYLOIDES FAKAHATCHEE GRASS TA TRACHELOSPERMUM ASIATICUM ASIATIC JASMINE LM LIRIOPE MUSCARI 'SUPER BLUE' SUPER BLUE LIRIOPE CD CYNODON DACTYLON 'CELEBRATION' CELEBRATION BERMUDA TURF GRASS PROPOSED SIGN, SEE CP 700 FOR PROPOSED ROADWAY SIGNING DETAILS EXISTING SIGN, SEE CP 600 FOR EXISTING ROADWAY SIGNING DETAILS LM TA TD SS PV MS MC RRS RR PM LC AS LS SRC SP4 SP3 SP2 SP1 SM PR BC CD RH TF BN BETULA NIGRA RIVER BIRCH CV CHIONANTHUS VIRGINICUS FRINGE TREE JV JUNIPERUS VIRGINIANA EASTERN RED CEDAR MV MAGNOLIA VIRGINIANA SWEET BAY MAGNOLIA PP PINUS PALUSTRIS LONG LEAF PINE QG QUERCUS GEMINATA SAND LIVE OAK SAP SABAL PALMETTO SABAL PALM MYC MYRICA CERIFERA WAX MYRTLE SAM SABAL MINOR DWARF PALMETTO NEW SIGN LOCATION (STATIC) PREVIOUS PHASE SIGN TO REMAIN UNMODIFIED (PHASE 1A) NEW SIGN LOCATION (DYNAMIC) MULTI-FACE SIGNS USE A LETTER DESIGNATION FOR EACH SIGN FACE A B C D MV JV CV BN QG PP MYC SAP SAM KEYMAP X X X X X X X GATE FENCE 5' SIDE W A L K DN 5 7 8 6 4 1 2 3 LS-108 RRS MRC DMB MATCHLINE - SEE SHEET LS-107 MATCHLINE - SEE SHEET LS-109 EXISTING TREES, TYP. AIRPORT LONG TERM PARKING LOT LANDSCAPE PLAN (SHEET 8 OF 8) 3 LS-109 ENTRANCE SIGN RENDERING N.T.S. 2 LS-109 ENTRANCE SIGN RENDERING N.T.S. 1 LS-109 ENTRANCE SIGN ENLARGEMENT SCALE: 1'-0"=5'-0" © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 7 3 1 3 0 \ L S - 1 0 0 _ A D 1 _ 1 _ r e c o v e r 0 0 0 . d w g Pl o t t e d b y : Co u r t e r , M e g a n Pl o t t e d o n : 5/ 1 6 / 2 0 2 5 3 : 2 4 P M AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 05/19/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: 100% DESIGN NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 SHEET MUST BE PRINTED IN COLOR LEGEND PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE SIDEWALK PROPOSED PAVED ROADS BC BUTIA CAPITATA PINDO PALM PR PHOENIX ROEBELENII PYGMY DATE PALM SM SABAL MINOR SABAL MINOR SP1 SABAL PALMETTO SABAL PALM, 12' HT. SP2 SABAL PALMETTO SABAL PALM, 14' HT. SP3 SABAL PALMETTO SABAL PALM, 16' HT. SP4 SABAL PALMETTO CURVED SABAL PALM SRC SERONA REPENS 'CINEREA' SILVER SAW PALMETTO TF TRACHYCARPUS FORTUNE WINDMILL PALM LS LAGERSTROEMIA INDICA X FAURIEI 'NATCHEZ' NATCHEZ CRAPE MYRTLE AS ACCA SELLOWIANA PINEAPPLE GUAVA LC LOROPETALUM CHINENSE 'KUROBIJIN' PP23176 CERISE CHARM FRINGE FLOWER PM PODOCARPUS MACROPHYLLUS 'PRINGLES DWARF' PODOCARPUS PRINGLES RH RHODODENDRON HYBRID 'CONLES' AUTUMN EMPRESS ENCORE AZALEA RRS RHODODENDRON 'ROBLEM' AUTUMN STARLITE DWARF ENCORE AZALEA RR RHODODENDRON 'ROBLEO' PP19899 AUTUMN BELLE ENCORE AZALEA MC MUHLENBERGIA CAPILLARIS MUHLY GRASS MS MISCANTHUS SINENSIS 'ADAGIO' ADAGIO MISCANTHUS PV PANICUM VIRGATUM 'SHENANDOAH' SHENANDOAH SWITCH GRASS SS SCHIZACHYRIUM SCOPARIUM LITTLE BLUESTEM TD TRIPSACUM DACTYLOIDES FAKAHATCHEE GRASS TA TRACHELOSPERMUM ASIATICUM ASIATIC JASMINE LM LIRIOPE MUSCARI 'SUPER BLUE' SUPER BLUE LIRIOPE CD CYNODON DACTYLON 'CELEBRATION' CELEBRATION BERMUDA TURF GRASS PROPOSED SIGN, SEE CP 700 FOR PROPOSED ROADWAY SIGNING DETAILS EXISTING SIGN, SEE CP 600 FOR EXISTING ROADWAY SIGNING DETAILS LM TA TD SS PV MS MC RRS RR PM LC AS LS SRC SP4 SP3 SP2 SP1 SM PR BC CD RH TF BN BETULA NIGRA RIVER BIRCH CV CHIONANTHUS VIRGINICUS FRINGE TREE JV JUNIPERUS VIRGINIANA EASTERN RED CEDAR MV MAGNOLIA VIRGINIANA SWEET BAY MAGNOLIA PP PINUS PALUSTRIS LONG LEAF PINE QG QUERCUS GEMINATA SAND LIVE OAK SAP SABAL PALMETTO SABAL PALM MYC MYRICA CERIFERA WAX MYRTLE SAM SABAL MINOR DWARF PALMETTO NEW SIGN LOCATION (STATIC) PREVIOUS PHASE SIGN TO REMAIN UNMODIFIED (PHASE 1A) NEW SIGN LOCATION (DYNAMIC) MULTI-FACE SIGNS USE A LETTER DESIGNATION FOR EACH SIGN FACE A B C D MV JV CV BN QG PP MYC SAP SAM KEYMAP X X X X X X X GATE FENCE 5' SIDE W A L K DN 5 7 8 6 4 1 2 3 LS-109 RRS MRC DMB EXISTING TREES SAN SAN SAN SAN SAN SAN W W W W W W W W P W W M W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W SSANSANSANSAN 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 SANS M W W W W W SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N P G A S G A S G A S G A S G A S G A S G A S XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX LANDSCAPE ENLARGEMENTS PLAZA ENLARGEMENT SCALE: 1'-0" = 10'-0" 1 HS-110 FLAGPOLE PLAZA ENLARGEMENT SCALE: 1'-0" = 5'-0" 2 HS-110 © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 7 3 1 3 0 \ L S - 1 0 0 _ A D 1 _ 1 _ r e c o v e r 0 0 0 . d w g Pl o t t e d b y : Co u r t e r , M e g a n Pl o t t e d o n : 5/ 1 6 / 2 0 2 5 3 : 2 4 P M AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 05/19/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: 100% DESIGN AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 SHEET MUST BE PRINTED IN COLOR LEGEND PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE SIDEWALK PROPOSED PAVED ROADS BC BUTIA CAPITATA PINDO PALM PR PHOENIX ROEBELENII PYGMY DATE PALM SM SABAL MINOR SABAL MINOR SP1 SABAL PALMETTO SABAL PALM, 12' HT. SP2 SABAL PALMETTO SABAL PALM, 14' HT. SP3 SABAL PALMETTO SABAL PALM, 16' HT. SP4 SABAL PALMETTO CURVED SABAL PALM SRC SERONA REPENS 'CINEREA' SILVER SAW PALMETTO TF TRACHYCARPUS FORTUNE WINDMILL PALM LS LAGERSTROEMIA INDICA X FAURIEI 'NATCHEZ' NATCHEZ CRAPE MYRTLE AS ACCA SELLOWIANA PINEAPPLE GUAVA LC LOROPETALUM CHINENSE 'KUROBIJIN' PP23176 CERISE CHARM FRINGE FLOWER PM PODOCARPUS MACROPHYLLUS 'PRINGLES DWARF' PODOCARPUS PRINGLES RH RHODODENDRON HYBRID 'CONLES' AUTUMN EMPRESS ENCORE AZALEA RRS RHODODENDRON 'ROBLEM' AUTUMN STARLITE DWARF ENCORE AZALEA RR RHODODENDRON 'ROBLEO' PP19899 AUTUMN BELLE ENCORE AZALEA MC MUHLENBERGIA CAPILLARIS MUHLY GRASS MS MISCANTHUS SINENSIS 'ADAGIO' ADAGIO MISCANTHUS PV PANICUM VIRGATUM 'SHENANDOAH' SHENANDOAH SWITCH GRASS SS SCHIZACHYRIUM SCOPARIUM LITTLE BLUESTEM TD TRIPSACUM DACTYLOIDES FAKAHATCHEE GRASS TA TRACHELOSPERMUM ASIATICUM ASIATIC JASMINE LM LIRIOPE MUSCARI 'SUPER BLUE' SUPER BLUE LIRIOPE CD CYNODON DACTYLON 'CELEBRATION' CELEBRATION BERMUDA TURF GRASS PROPOSED SIGN, SEE CP 700 FOR PROPOSED ROADWAY SIGNING DETAILS EXISTING SIGN, SEE CP 600 FOR EXISTING ROADWAY SIGNING DETAILS LM TA TD SS PV MS MC RRS RR PM LC AS LS SRC SP4 SP3 SP2 SP1 SM PR BC CD RH TF BN BETULA NIGRA RIVER BIRCH CV CHIONANTHUS VIRGINICUS FRINGE TREE JV JUNIPERUS VIRGINIANA EASTERN RED CEDAR MV MAGNOLIA VIRGINIANA SWEET BAY MAGNOLIA PP PINUS PALUSTRIS LONG LEAF PINE QG QUERCUS GEMINATA SAND LIVE OAK SAP SABAL PALMETTO SABAL PALM MYC MYRICA CERIFERA WAX MYRTLE SAM SABAL MINOR DWARF PALMETTO NEW SIGN LOCATION (STATIC) PREVIOUS PHASE SIGN TO REMAIN UNMODIFIED (PHASE 1A) NEW SIGN LOCATION (DYNAMIC) MULTI-FACE SIGNS USE A LETTER DESIGNATION FOR EACH SIGN FACE A B C D MV JV CV BN QG PP MYC SAP SAM LS-110 RRS MRC DMB ENLARGEMENT SCALE: 1'-0" = 5'-0" 3 HS-110 FUTURE LOCATION OF DECORATIVE YARD ARM WITH HARSCAPING AND LANDSCAPING ADMIN BUILDING 4XX XX XX XX4 LANDSCAPE PARKING ISLAND ENLARGEMENTS PREMIUM PARKING ISLAND ENLARGEMENT SCALE: 1'-0"=10'-0" 36 LM 2 LS (2) 5' DIA. MULCH RING, 20 SF ROOT BARRIER 4 LS-111 PALM GROUPING ENLARGEMENT B SCALE: 1'-0"=10'-0" 2 LS-111 SCALE: 1'-0"=10'-0" 1 LS-111 10'-0 " 12'-0" 7 SP 45 MC PARKING LOT ISLAND ENLARGEMENT SCALE: 1'-0"=10'-0" 5 SP 26 MC 11 SRC 120 SF MULCH 14'16'14' 12'12' ROOT BARRIER 3 LS-111 3 LS-111 PALM GROUPING ENLARGEMENT APARKING LOT ISLAND ENLARGEMENT SCALE: 1'-0"=10'-0" 20 LM 1 LS (1) 5' DIA. MULCH RING, 20 SF ROOT BARRIER 5 LS-111 © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 7 3 1 3 0 \ L S - 1 0 0 _ A D 1 _ 1 _ r e c o v e r 0 0 0 . d w g Pl o t t e d b y : Co u r t e r , M e g a n Pl o t t e d o n : 5/ 1 6 / 2 0 2 5 3 : 2 5 P M AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 05/19/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: 100% DESIGN AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 SHEET MUST BE PRINTED IN COLOR LEGEND PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE SIDEWALK PROPOSED PAVED ROADS BC BUTIA CAPITATA PINDO PALM PR PHOENIX ROEBELENII PYGMY DATE PALM SM SABAL MINOR SABAL MINOR SP1 SABAL PALMETTO SABAL PALM, 12' HT. SP2 SABAL PALMETTO SABAL PALM, 14' HT. SP3 SABAL PALMETTO SABAL PALM, 16' HT. SP4 SABAL PALMETTO CURVED SABAL PALM SRC SERONA REPENS 'CINEREA' SILVER SAW PALMETTO TF TRACHYCARPUS FORTUNE WINDMILL PALM LS LAGERSTROEMIA INDICA X FAURIEI 'NATCHEZ' NATCHEZ CRAPE MYRTLE AS ACCA SELLOWIANA PINEAPPLE GUAVA LC LOROPETALUM CHINENSE 'KUROBIJIN' PP23176 CERISE CHARM FRINGE FLOWER PM PODOCARPUS MACROPHYLLUS 'PRINGLES DWARF' PODOCARPUS PRINGLES RH RHODODENDRON HYBRID 'CONLES' AUTUMN EMPRESS ENCORE AZALEA RRS RHODODENDRON 'ROBLEM' AUTUMN STARLITE DWARF ENCORE AZALEA RR RHODODENDRON 'ROBLEO' PP19899 AUTUMN BELLE ENCORE AZALEA MC MUHLENBERGIA CAPILLARIS MUHLY GRASS MS MISCANTHUS SINENSIS 'ADAGIO' ADAGIO MISCANTHUS PV PANICUM VIRGATUM 'SHENANDOAH' SHENANDOAH SWITCH GRASS SS SCHIZACHYRIUM SCOPARIUM LITTLE BLUESTEM TD TRIPSACUM DACTYLOIDES FAKAHATCHEE GRASS TA TRACHELOSPERMUM ASIATICUM ASIATIC JASMINE LM LIRIOPE MUSCARI 'SUPER BLUE' SUPER BLUE LIRIOPE CD CYNODON DACTYLON 'CELEBRATION' CELEBRATION BERMUDA TURF GRASS PROPOSED SIGN, SEE CP 700 FOR PROPOSED ROADWAY SIGNING DETAILS EXISTING SIGN, SEE CP 600 FOR EXISTING ROADWAY SIGNING DETAILS LM TA TD SS PV MS MC RRS RR PM LC AS LS SRC SP4 SP3 SP2 SP1 SM PR BC CD RH TF BN BETULA NIGRA RIVER BIRCH CV CHIONANTHUS VIRGINICUS FRINGE TREE JV JUNIPERUS VIRGINIANA EASTERN RED CEDAR MV MAGNOLIA VIRGINIANA SWEET BAY MAGNOLIA PP PINUS PALUSTRIS LONG LEAF PINE QG QUERCUS GEMINATA SAND LIVE OAK SAP SABAL PALMETTO SABAL PALM MYC MYRICA CERIFERA WAX MYRTLE SAM SABAL MINOR DWARF PALMETTO NEW SIGN LOCATION (STATIC) PREVIOUS PHASE SIGN TO REMAIN UNMODIFIED (PHASE 1A) NEW SIGN LOCATION (DYNAMIC) MULTI-FACE SIGNS USE A LETTER DESIGNATION FOR EACH SIGN FACE A B C D MV JV CV BN QG PP MYC SAP SAM LS-111 RRS MRC DMB 10'-0 " 12'-0" 7 SP 45 TD PARKING LOT ISLAND ENLARGEMENT SCALE: 1'-0"=10'-0" 5 LS-111 PARKING LOT ISLAND ENLARGEMENT SCALE: 1'-0"=10'-0" 6 LS-111 PARKING LOT ISLAND ENLARGEMENT SCALE: 1'-0"=10'-0" 7 LS-111 114 TA 2 LS 10 TD ROOT BARRIER 32 LM ROOT BARRIER (3) 5' DIA. MULCH RING, 20 SF 3 SP © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 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 \ 0 5 - P h a s e 2 \ V o l u m e 3 G r a p h i c S h e e t s \ I L M B P 3 - G R 1 0 0 . 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 : 2/ 1 3 / 2 0 2 5 1 : 2 2 A M 100% DESIGN NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 :ILMINGTON INTERNATIONAL AIR3ORT SHEET TITLE SHEET NUMBER NOT RELEASED FOR CONSTRUCTION 3739 National Drive Suite 228 Raleigh, NC 27612 SIGN TYPE SCHEDULE TYPE DESCRIPTION CONSTRUCTION LENGTH HEIGHT QUANTITY A1 OVERHEAD DIRECTIONAL SIGN - ONE LANE ALUMINUM DOT CHANNEL PANEL W/REFLECTIVE VINYL GRAPHICS 11'-0"10'-6"4 A2 OVERHEAD DIRECTIONAL SIGN - TWO LANES ALUMINUM DOT CHANNEL PANEL W/REFLECTIVE VINYL GRAPHICS 22'-0"10'-6"1 B1-1 GROUND MOUNTED DIRECTIONAL SIGN ALUMINUM DOT CHANNEL PANEL W/REFLECTIVE VINYL GRAPHICS 8'-6"5'-0"1 B1-2 GROUND MOUNTED DIRECTIONAL SIGN ALUMINUM DOT CHANNEL PANEL W/REFLECTIVE VINYL GRAPHICS 8'-6"6'-9"1 B2 GROUND MOUNTED DIRECTIONAL SIGN ALUMINUM DOT CHANNEL PANEL W/REFLECTIVE VINYL GRAPHICS 4'-7"4'-0"2 C PARKING ENTRY SIGN ALUMINUM DOT CHANNEL PANEL W/REFLECTIVE VINYL GRAPHICS + PRICING LED DISPLAY 8'-6"5'-0"2 D PARKING INFORMATION DIRECTORY ALUMINUM DOT CHANNEL PANEL W/REFLECTIVE VINYL GRAPHICS + PRICING LED DISPLAY + SPACES AVAILABLE FOR EACH PARKING AREA 13'-0"7'-0"1 E CANOPY MOUNTED LED SIGN FULL MATRIX LED SIGN 6'-0"0'-11"13 J2 LIGHT POLE MOUNTED PARKING ID SIGN FABRICATED ALUMINUM CABINET SIGN W/REFLECTIVE VINYL GRAPHICS 3'-0"3'-8"30 J3 SIGN POLE MOUNTED SHUTTLE STOP ID SIGN FABRICATED ALUMINUM CABINET SIGN W/REFLECTIVE VINYL GRAPHICS 3'-0"3'-8"3 K POLE MOUNTED REGULATORY SIGN ALUMINUM PANEL W/VINYL GRAPHICS 1'-0"2'-0"16 N2 OVERHEAD PEDESTRIAN DIRECTIONAL SIGN (2-LINE)ALUMINUM FRAMED SIGN, WHITE ACRYLIC SIGN PANELS W/VINYL GRAPHICS 6'-2"1'-11"2 Q GROUND MOUNTED PEDESTRIAN DIRECTIONAL SIGN ALUMINUM FRAMED SIGN, WHITE ACRYLIC SIGN PANELS W/VINYL GRAPHICS 5 SIGN SCHEDULE SIGN #TYPE MOUNTING PLAN MESSAGE ELEVATION DETAIL LED DISPLAY NOTES LA-DIR.001 C GROUND MOUNTED GR-202 GR-310 GR-401 GR-503 TYPE II HYBRID W/LED (PRICE DISPLAY) LA-DIR.002 B2 GROUND MOUNTED GR-202 GR-310 GR-401 GR-502 N/A TWO SIGN PANELS (BACK TO BACK) LA-DIR.003 B2 GROUND MOUNTED GR-202 GR-310 GR-401 GR-502 N/A TWO SIGN PANELS (BACK TO BACK) LA-DIR.004 C GROUND MOUNTED GR-202 GR-310 GR-401 GR-503 TYPE II HYBRID W/LED (PRICE DISPLAY) LA-DIR.101 N2 SUSPENDED FROM CANOPY GR-202 GR-312 GR-402 GR-505 N/A LA-DIR.102 N2 SUSPENDED FROM CANOPY GR-202 GR-312 GR-402 GR-505 N/A LA-ID.001 E MTD. TO ENTRY CANOPY GR-201 GR-311 GR-401 GR-504 TYPE I LA-ID.002 E MTD. TO ENTRY CANOPY GR-201 GR-311 GR-401 GR-504 TYPE I LA-ID.105 J2 MTD. TO LIGHT POLE GR-202 GR-311 GR-401 GR-504 N/A LA-ID.106 J2 MTD. TO LIGHT POLE GR-202 GR-311 GR-401 GR-504 N/A LA-ID.107 J2 MTD. TO LIGHT POLE GR-202 GR-311 GR-401 GR-504 N/A LA-ID.108 J2 MTD. TO LIGHT POLE GR-202 GR-311 GR-401 GR-504 N/A LA-RG.001 K MTD. TO SIGN POLE ON MEDIAN GR-201 GR-312 GR-401 GR-504 N/A VERIFY REGULATORY MESSAGE W/OWNER PRIIOR TO FABRICATION LA-RG.001 K MTD. TO SIGN POLE ON MEDIAN GR-201 GR-312 GR-401 GR-504 N/A VERIFY REGULATORY MESSAGE W/OWNER PRIIOR TO FABRICATION LB-DIR.002 B2 GROUND MOUNTED GR-204 GR-310 GR-401 GR-502 N/A LB-DIR.004 B2 GROUND MOUNTED GR-203 GR-310 GR-401 GR-502 N/A LB-DIR.101 Q GROUND MOUNTED GR-202 GR-312 GR-402 GR-505 N/A COORDINATE FOOTER LOCATION WITH LANDSCAPING LB-DIR.102 Q GROUND MOUNTED GR-202 GR-312 GR-402 GR-505 N/A COORDINATE FOOTER LOCATION WITH LANDSCAPING LB-DIR.104 Q GROUND MOUNTED GR-205 GR-312 GR-402 GR-505 N/A COORDINATE FOOTER LOCATION WITH LANDSCAPING LB-DIR.105 Q GROUND MOUNTED GR-205 GR-312 GR-402 GR-505 N/A COORDINATE FOOTER LOCATION WITH LANDSCAPING LB-DIR.106 Q GROUND MOUNTED GR-205 GR-312 GR-402 GR-505 N/A COORDINATE FOOTER LOCATION WITH LANDSCAPING (DOUBLE-SIDED SIGN) LB-ID.003 E MTD. TO ENTRY CANOPY GR-201 GR-311 GR-401 GR-504 TYPE I LB-ID.004 E MTD. TO ENTRY CANOPY GR-201 GR-311 GR-401 GR-504 TYPE I LB-ID.005 E MTD. TO ENTRY CANOPY GR-201 GR-311 GR-401 GR-504 TYPE I LB-ID.006 E MTD. TO ENTRY CANOPY GR-201 GR-311 GR-401 GR-504 TYPE I LB-ID.007 E MTD. TO EXIT CANOPY GR-203 GR-311 GR-401 GR-504 TYPE I LB-ID.008 E MTD. TO EXIT CANOPY GR-203 GR-311 GR-401 GR-504 TYPE I LB-ID.009 E MTD. TO EXIT CANOPY GR-203 GR-311 GR-401 GR-504 TYPE I LB-ID.010 E MTD. TO EXIT CANOPY GR-203 GR-311 GR-401 GR-504 TYPE I LB-ID.011 E MTD. TO EXIT CANOPY GR-203 GR-311 GR-401 GR-504 TYPE I LB-ID.012 E MTD. TO EXIT CANOPY GR-203 GR-311 GR-401 GR-504 TYPE I LB-ID.013 E MTD. TO EXIT CANOPY GR-203 GR-311 GR-401 GR-504 TYPE I LB-ID.102 J2 MTD. TO LIGHT POLE GR-205 GR-311 GR-401 GR-504 N/A LB-ID.103 J2 MTD. TO LIGHT POLE GR-205 GR-311 GR-401 GR-504 N/A LB-ID.105 J2 MTD. TO LIGHT POLE GR-205 GR-311 GR-401 GR-504 N/A LB-ID.106 J2 MTD. TO LIGHT POLE GR-205 GR-311 GR-401 GR-504 N/A LB-ID.108 J2 MTD. TO LIGHT POLE GR-205 GR-311 GR-401 GR-504 N/A LB-ID.109 J2 MTD. TO LIGHT POLE GR-204 GR-311 GR-401 GR-504 N/A LB-ID.112 J2 MTD. TO LIGHT POLE GR-205 GR-311 GR-401 GR-504 N/A LB-ID.113 J2 MTD. TO LIGHT POLE GR-205 GR-311 GR-401 GR-504 N/A LB-ID.115 J2 MTD. TO LIGHT POLE GR-205 GR-311 GR-401 GR-504 N/A LB-ID.116 J2 MTD. TO LIGHT POLE GR-205 GR-311 GR-401 GR-504 N/A LB-ID.118 J2 MTD. TO LIGHT POLE GR-205 GR-311 GR-401 GR-504 N/A LB-ID.119 J2 MTD. TO LIGHT POLE GR-204 GR-311 GR-401 GR-504 N/A LB-ID.122 J2 MTD. TO LIGHT POLE GR-202 GR-311 GR-401 GR-504 N/A LB-ID.123 J2 MTD. TO LIGHT POLE GR-202 GR-311 GR-401 GR-504 N/A LB-ID.125 J2 MTD. TO LIGHT POLE GR-202 GR-311 GR-401 GR-504 N/A LB-ID.126 J2 MTD. TO LIGHT POLE GR-202 GR-311 GR-401 GR-504 N/A LB-ID.128 J2 MTD. TO LIGHT POLE GR-202 GR-311 GR-401 GR-504 N/A LB-ID.129 J2 MTD. TO LIGHT POLE GR-202 GR-311 GR-401 GR-504 N/A LB-ID.201 J3 MTD. TO SIGN POLE GR-205 GR-311 GR-401 GR-504 N/A SIGN MOUNTED TO STAND ALONE SIGN POLE LB-ID.202 J3 MTD. TO SIGN POLE GR-202 GR-311 GR-401 GR-504 N/A SIGN MOUNTED TO STAND ALONE SIGN POLE GR-100 SIGNAGE SCHEDULES GR-100 SIGNAGE SCHEDULES © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 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 \ 0 5 - P h a s e 2 \ V o l u m e 3 G r a p h i c S h e e t s \ I L M B P 3 - G R 1 0 0 . 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 : 2/ 1 3 / 2 0 2 5 1 : 2 3 A M 100% DESIGN NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 :ILMINGTON INTERNATIONAL AIR3ORT SHEET TITLE SHEET NUMBER NOT RELEASED FOR CONSTRUCTION 3739 National Drive Suite 228 Raleigh, NC 27612 SIGN SCHEDULE (CONTINUED) SIGN #TYPE MOUNTING PLAN MESSAGE ELEVATION DETAIL LED DISPLAY NOTES LB-RG.003 K MTD. TO SIGN POLE ON MEDIAN GR-201 GR-312 GR-401 GR-504 N/A VERIFY REGULATORY MESSAGE W/OWNER PRIIOR TO FABRICATION LB-RG.004 K MTD. TO SIGN POLE ON MEDIAN GR-201 GR-312 GR-401 GR-504 N/A VERIFY REGULATORY MESSAGE W/OWNER PRIIOR TO FABRICATION LB-RG.005 K MTD. TO SIGN POLE ON MEDIAN GR-201 GR-312 GR-401 GR-504 N/A VERIFY REGULATORY MESSAGE W/OWNER PRIIOR TO FABRICATION LB-RG.006 K MTD. TO SIGN POLE ON MEDIAN GR-201 GR-312 GR-401 GR-504 N/A VERIFY REGULATORY MESSAGE W/OWNER PRIIOR TO FABRICATION LB-RG.007 K MTD. TO SIGN POLE ON MEDIAN GR-203 GR-312 GR-401 GR-504 N/A VERIFY REGULATORY MESSAGE W/OWNER PRIIOR TO FABRICATION LB-RG.008 K MTD. TO SIGN POLE ON MEDIAN GR-203 GR-312 GR-401 GR-504 N/A VERIFY REGULATORY MESSAGE W/OWNER PRIIOR TO FABRICATION LB-RG.009 K MTD. TO SIGN POLE ON MEDIAN GR-203 GR-312 GR-401 GR-504 N/A VERIFY REGULATORY MESSAGE W/OWNER PRIIOR TO FABRICATION LB-RG.010 K MTD. TO SIGN POLE ON MEDIAN GR-203 GR-312 GR-401 GR-504 N/A VERIFY REGULATORY MESSAGE W/OWNER PRIIOR TO FABRICATION LB-RG.011 K MTD. TO SIGN POLE ON MEDIAN GR-203 GR-312 GR-401 GR-504 N/A VERIFY REGULATORY MESSAGE W/OWNER PRIIOR TO FABRICATION LB-RG.012 K MTD. TO SIGN POLE ON MEDIAN GR-203 GR-312 GR-401 GR-504 N/A VERIFY REGULATORY MESSAGE W/OWNER PRIIOR TO FABRICATION LB-RG.013 K MTD. TO SIGN POLE ON MEDIAN GR-203 GR-312 GR-401 GR-504 N/A VERIFY REGULATORY MESSAGE W/OWNER PRIIOR TO FABRICATION LB-RG.015 K MTD. TO SIGN POLE ON MEDIAN GR-203 GR-312 GR-401 GR-504 N/A VERIFY REGULATORY MESSAGE W/OWNER PRIIOR TO FABRICATION LB-RG.016 K MTD. TO SIGN POLE ON MEDIAN GR-203 GR-312 GR-401 GR-504 N/A VERIFY REGULATORY MESSAGE W/OWNER PRIIOR TO FABRICATION LB-RG.017 K MTD. TO SIGN POLE ON MEDIAN GR-203 GR-312 GR-401 GR-504 N/A VERIFY REGULATORY MESSAGE W/OWNER PRIIOR TO FABRICATION LC-ID.001 E MTD. TO ENTRY CANOPY GR-205 GR-311 GR-401 GR-504 TYPE I LC-ID.002 E MTD. TO ENTRY CANOPY GR-205 GR-311 GR-401 GR-504 TYPE I LC-ID.101 J2 MTD. TO LIGHT POLE GR-205 GR-311 GR-401 GR-504 N/A LC-ID.102 J2 MTD. TO LIGHT POLE GR-205 GR-311 GR-401 GR-504 N/A LC-ID.103 J2 MTD. TO LIGHT POLE GR-205 GR-311 GR-401 GR-504 N/A LC-ID.104 J2 MTD. TO LIGHT POLE GR-205 GR-311 GR-401 GR-504 N/A LC-ID.105 J2 MTD. TO LIGHT POLE GR-205 GR-311 GR-401 GR-504 N/A LC-ID.106 J2 MTD. TO LIGHT POLE GR-205 GR-311 GR-401 GR-504 N/A LC-ID.107 J2 MTD. TO LIGHT POLE GR-205 GR-311 GR-401 GR-504 N/A LC-ID.108 J2 MTD. TO LIGHT POLE GR-205 GR-311 GR-401 GR-504 N/A LC-ID.109 J2 MTD. TO LIGHT POLE GR-205 GR-311 GR-401 GR-504 N/A LC-ID.110 J2 MTD. TO LIGHT POLE GR-205 GR-311 GR-401 GR-504 N/A LC-ID.111 J2 MTD. TO LIGHT POLE GR-204 GR-311 GR-401 GR-504 N/A LC-ID.112 J2 MTD. TO LIGHT POLE GR-204 GR-311 GR-401 GR-504 N/A LC-ID.201 J3 MTD. TO SIGN POLE GR-205 GR-311 GR-401 GR-504 N/A SIGN MOUNTED TO STAND ALONE SIGN POLE LC-RG.001 K MTD. TO SIGN POLE ON MEDIAN GR-205 GR-312 GR-401 GR-504 N/A VERIFY REGULATORY MESSAGE W/OWNER PRIIOR TO FABRICATION LC-RG.002 K MTD. TO SIGN POLE ON MEDIAN GR-205 GR-312 GR-401 GR-504 N/A VERIFY REGULATORY MESSAGE W/OWNER PRIIOR TO FABRICATION RD-DIR.001.1 A1 FULL SPAN GANTRY GR-206 GR-310 GR-401 GR-501 N/A RD-DIR.001.2 A2 FULL SPAN GANTRY GR-206 GR-310 GR-401 GR-501 N/A RD-DIR.001.3 A1 FULL SPAN GANTRY GR-206 GR-310 GR-401 GR-501 N/A RD-DIR.009.1 A1 FULL SPAN GANTRY GR-206 GR-310 GR-401 GR-501 N/A RD-DIR.009.2 A1 FULL SPAN GANTRY GR-206 GR-310 GR-401 GR-501 N/A RD-DIR.009.3 A1 FULL SPAN GANTRY GR-206 GR-310 GR-401 GR-501 N/A RD-DIR.010 C GROUND MOUNTED GR-201 GR-310 GR-401 GR-503 TYPE II HYBRID W/LED (PRICE DISPLAY) RD-DIR.011 B1-1 GROUND MOUNTED GR-206 GR-310 GR-401 GR-502 N/A RD-DIR.012 C GROUND MOUNTED GR-206 GR-310 GR-401 GR-503 TYPE II HYBRID W/LED (PRICE DISPLAY) RD-DIR.013 B1-2 GROUND MOUNTED GR-201 GR-310 GR-401 GR-502 N/A RD-DIR.014 B1-1 GROUND MOUNTED GR-201 GR-310 GR-401 GR-502 N/A RD-DIR.020 B1-2 GROUND MOUNTED GR-203 GR-310 GR-401 GR-502 N/A RD-DIR.021.1 A1 FULL SPAN GANTRY GR-206 GR-310 GR-401 GR-501 N/A RD-DIR.021.2 A1 FULL SPAN GANTRY GR-206 GR-310 GR-401 GR-501 N/A RD-DIR.021.3 A1 FULL SPAN GANTRY GR-206 GR-310 GR-401 GR-501 N/A RD-DIR.021.4 A1 FULL SPAN GANTRY GR-206 GR-310 GR-401 GR-501 N/A RD-DIR.022 B1-1 GROUND MOUNTED GR-206 GR-310 GR-401 GR-502 N/A RD-DIR.031 B1-1 GROUND MOUNTED GR-206 GR-310 GR-401 GR-502 N/A RD-DIR.032 B1-1 GROUND MOUNTED GR-206 GR-310 GR-401 GR-502 N/A RD-DY.001 D GROUND MOUNTED GR-206 GR-311 GR-401 GR-503 TYPE II & III ENTRY ROAD PARKING INFORMATION DIRECTORY GR-101 SIGNAGE SCHEDULES GR-101 SIGNAGE SCHEDULES XX XX XX XX XX XX XX XX X X XXXX 5' S I D E W A L K X X X X X X X X X X X X X 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 X X X X X X X X X X X X X X X X X X X X X X X X XXXXXX XX XX XXXX XX XX XX XX XX XX XX XX XX EMERGE N C Y A C C E S S R O A D PROPOSED PREMIUM LOT LONG TERM PROPOSED PARKING GARAGE AIRPORT BLVD AIR P O R T P A R K I N G L O T ECONOMY A I R P O R T B L V D 5 1 2 3 6 4 TERMINAL © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ G R - 2 0 0 _ 1 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 5/ 1 9 / 2 0 2 5 4 : 2 6 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 05/19/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: SHEET MUST BE PRINTED IN COLOR PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: 100% DESIGN NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS PHASE II GR-200 JLH MJE JLH OVERALL WAYFINDING SIGNAGE PLAN LEGEND NEW SIGN LOCATION (STATIC) PREVIOUS PHASE SIGN DEMOLITION PREVIOUS PHASE SIGN TO REMAIN UNMODIFIED (PHASE 1A) NEW SIGN LOCATION (DYNAMIC) ADJACENT PROJECTS MULTI-FACE SIGNS USE A LETTER DESIGNATION FOR EACH SIGN FACE A B C D 3739 National Drive Suite 228 Raleigh, NC 27612 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 XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX EMERG E N C Y A C C E S S R O A D © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ G R - 2 0 0 _ 1 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 5/ 1 9 / 2 0 2 5 4 : 2 6 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 05/19/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: SHEET MUST BE PRINTED IN COLOR PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: 100% DESIGN NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS PHASE II GR-201 LEGEND WAYFINDING SIGNAGE PLAN AREA 1 MATCHLINE SEE GR-202 MA T C H L I N E S E E G R - 2 0 5 INSTALL SIGN # LB-ID.003 INSTALL SIGN # LB-ID.004 INSTALL SIGN # LB-ID.005 INSTALL SIGN # LB-ID.006 INSTALL SIGN # LB-RG.005 5 GR-401 TYP. INSTALL SIGN # LA-ID.002 INSTALL SIGN # LA-ID.001 INSTALL SIGN # LB-RG.004 INSTALL SIGN # LB-RG.003 INSTALL SIGN # LB-RG.006 INSTALL SIGN # LA-RG.002 INSTALL SIGN # LA-RG.001 INSTALL SIGN # RD-DIR.013 INSTALL SIGN # RD-DIR.014 MA T C H L I N E S E E G R - 2 0 6 NEW SIGN LOCATION (STATIC) PREVIOUS PHASE SIGN DEMOLITION PREVIOUS PHASE SIGN TO REMAIN UNMODIFIED (PHASE 1A) NEW SIGN LOCATION (DYNAMIC) ADJACENT PROJECTS MULTI-FACE SIGNS USE A LETTER DESIGNATION FOR EACH SIGN FACE A B C D JLH MJE JLH 3739 National Drive Suite 228 Raleigh, NC 27612 INSTALL SIGN # RD-DY.012 X X X X X X X X X X X X X X X X X X PROPOSED PREMIUM LOT LONG TERM PROPOSED PARKING GARAGE TERMINAL © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ G R - 2 0 0 _ 1 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 5/ 1 9 / 2 0 2 5 4 : 2 6 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 05/19/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: SHEET MUST BE PRINTED IN COLOR PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: 100% DESIGN NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS PHASE II LEGEND GR-202 WAYFINDING SIGNAGE PLAN AREA 2 MATCHLINE SEE GR-203 MA T C H L I N E S E E G R - 2 0 5 6 GR-401 TYP. SECTION B1 SECTION B2 SECTION B3 SECTION B4 INSTALL SIGN # LB-ID.122 INSTALL SIGN # LB-ID.123 INSTALL SIGN # LB-ID.125 INSTALL SIGN # LB-ID.126 INSTALL SIGN # LB-ID.128 INSTALL SIGN # LB-ID.129 INSTALL SIGN # LA-DIR.004 INSTALL SIGN # LA-DIR.003 A B INSTALL SIGN # LA-DIR.102 INSTALL SIGN # LA-DIR.101 A B A B INSTALL SIGN # LA-ID.108 INSTALL SIGN # LA-ID.107 INSTALL SIGN # LA-ID.106 INSTALL SIGN # LA-ID.105 INSTALL SIGN # LB-DIR.102 INSTALL SIGN # LB-ID.202 REFER TO VOLUME 1 FOR SIGNS IN THIS AREA REFER TO VOLUME 2 FOR SIGNS IN THIS AREA INSTALL SIGN # RD-DIR.020 INSTALL SIGN # LA-DIR.002 INSTALL SIGN # LA-DIR.001 SECTION A2 SECTION A1 MATCHLINE SEE GR-201 NEW SIGN LOCATION (STATIC) PREVIOUS PHASE SIGN DEMOLITION PREVIOUS PHASE SIGN TO REMAIN UNMODIFIED (PHASE 1A) NEW SIGN LOCATION (DYNAMIC) ADJACENT PROJECTS MULTI-FACE SIGNS USE A LETTER DESIGNATION FOR EACH SIGN FACE A B C D INSTALL SIGN # LB-DIR.101 JLH MJE JLH 3739 National Drive Suite 228 Raleigh, NC 27612 INSTALL SIGN # LB-DIR.006 INSTALL SIGN # LA-DIR.103 A B INSTALL SIGN # LB-DIR.107 XX X X X X X X XX XXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 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 XXXXXXXXXXXXXXXXXXXXXX AIRPORT BLVD AIR P O R T P A R K I N G L O T © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ G R - 2 0 0 _ 1 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 5/ 1 9 / 2 0 2 5 4 : 2 6 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 05/19/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: SHEET MUST BE PRINTED IN COLOR PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: 100% DESIGN NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS PHASE II LEGEND GR-203 WAYFINDING SIGNAGE PLAN AREA 3 MATCHLINE SEE GR-202 INSTALL SIGN # LB-DIR.004 INSTALL SIGN # LB-ID.013 5 GR-401 TYP. INSTALL SIGN # LB-ID.012 INSTALL SIGN # LB-ID.011 INSTALL SIGN # LB-ID.010 INSTALL SIGN # LB-ID.009 INSTALL SIGN # LB-ID.008 INSTALL SIGN # LB-ID.007 INSTALL SIGN # LB-RG.009 INSTALL SIGN # LB-RG.008 INSTALL SIGN # LB-RG.007 INSTALL SIGN # LB-RG.013 INSTALL SIGN # LB-RG.012 INSTALL SIGN # LB-RG.011 INSTALL SIGN # LB-RG.010 NEW SIGN LOCATION (STATIC) PREVIOUS PHASE SIGN DEMOLITION PREVIOUS PHASE SIGN TO REMAIN UNMODIFIED (PHASE 1A) NEW SIGN LOCATION (DYNAMIC) ADJACENT PROJECTS MULTI-FACE SIGNS USE A LETTER DESIGNATION FOR EACH SIGN FACE A B C D JLH MJE JLH 3739 National Drive Suite 228 Raleigh, NC 27612 XX XX XX XX XX X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXX XX XXXX XX XX XX XX XX XX © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ G R - 2 0 0 _ 1 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 5/ 1 9 / 2 0 2 5 4 : 2 6 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 05/19/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: SHEET MUST BE PRINTED IN COLOR PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: 100% DESIGN NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS PHASE II LEGEND GR-204 WAYFINDING SIGNAGE PLAN AREA 4 MA T C H L I N E S E E G R - 2 0 3 INSTALL SIGN # LC-ID.112 INSTALL SIGN # LC-ID.111 INSTALL SIGN # LB-ID.119 INSTALL SIGN # LB-ID.109 INSTALL SIGN # LB-DIR.002 MATCHLINE SEE GR-205 NEW SIGN LOCATION (STATIC) PREVIOUS PHASE SIGN DEMOLITION PREVIOUS PHASE SIGN TO REMAIN UNMODIFIED (PHASE 1A) NEW SIGN LOCATION (DYNAMIC) ADJACENT PROJECTS MULTI-FACE SIGNS USE A LETTER DESIGNATION FOR EACH SIGN FACE A B C D JLH MJE JLH 3739 National Drive Suite 228 Raleigh, NC 27612 XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX 5' S I D E W A L K ECONOMY A I R P O R T B L V D © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ G R - 2 0 0 _ 1 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 5/ 1 9 / 2 0 2 5 4 : 2 6 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 05/19/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: SHEET MUST BE PRINTED IN COLOR PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: 100% DESIGN NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS PHASE II LEGEND GR-205 WAYFINDING SIGNAGE PLAN AREA 5 MA T C H L I N E S E E G R - 2 0 1 MA T C H L I N E S E E G R - 2 0 2 6 GR-401 TYP. SECTION B1 SECTION B2 SECTION B3 SECTION C1 SECTION C2 SECTION C3 INSTALL SIGN # LB-ID.112 INSTALL SIGN # LB-ID.102 INSTALL SIGN # LB-ID.113 INSTALL SIGN # LB-ID.103 INSTALL SIGN # LB-ID.115 INSTALL SIGN # LB-ID.105 INSTALL SIGN # LB-DIR.104 INSTALL SIGN # LB-ID.116 INSTALL SIGN # LB-ID.106 INSTALL SIGN # LB-ID.118 INSTALL SIGN # LB-ID.108 INSTALL SIGN # LC-RG.001 INSTALL SIGN # LC-RG.002 INSTALL SIGN # LC-ID.001 INSTALL SIGN # LC-ID.002 MATCHLINE SEE GR-206 INSTALL SIGN # LB-ID.201 INSTALL SIGN # LC-ID.201 INSTALL SIGN # LC-ID.102 INSTALL SIGN # LC-ID.101 INSTALL SIGN # LC-ID.104 INSTALL SIGN # LC-ID.103 INSTALL SIGN # LC-ID.106 INSTALL SIGN # LC-ID.105 INSTALL SIGN # LC-ID.108 INSTALL SIGN # LC-ID.107 INSTALL SIGN # LC-ID.110 INSTALL SIGN # LC-ID.109 MATCHLINE SEE GR-204 NEW SIGN LOCATION (STATIC) PREVIOUS PHASE SIGN DEMOLITION PREVIOUS PHASE SIGN TO REMAIN UNMODIFIED (PHASE 1A) NEW SIGN LOCATION (DYNAMIC) ADJACENT PROJECTS MULTI-FACE SIGNS USE A LETTER DESIGNATION FOR EACH SIGN FACE A B C D 5 GR-401 TYP. INSTALL SIGN # LB-DIR.103 INSTALL SIGN # LB-DIR.105 A B JLH MJE JLH 3739 National Drive Suite 228 Raleigh, NC 27612 XX XX XX XX XX XX XX XX XX XX XX XX © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 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. 1740 AIRPORT BLVD WILMINGTON, NC 28405 Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 4 5 3 8 0 \ G R - 2 0 0 _ 1 . d w g Pl o t t e d b y : Ca s t o , C a i t l i n Pl o t t e d o n : 5/ 1 9 / 2 0 2 5 4 : 2 6 P M SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 42"x30") 0 603030 30 AGS NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 05/19/2025 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 SHEET TITLE SHEET ID SEAL: SHEET MUST BE PRINTED IN COLOR PROJECT STATUS: PROJECT ADDRESS PROJECT TITLE: 100% DESIGN NO R T H AIRPORT BOULEVARD AND PARKING IMPROVEMENTS PHASE II LEGEND GR-206 WAYFINDING SIGNAGE PLAN AREA 6 MA T C H L I N E S E E G R - 2 0 1 MATCHLINE SEE GR-205 1 GR-401 INSTALL SIGN # RD-DIR.009.1 INSTALL SIGN # RD-DIR.009.2 INSTALL SIGN # RD-DIR.009.3 INSTALL SIGN # RD-DIR.012 INSTALL SIGN # RD-DIR.031 INSTALL SIGN # RD-DIR.032 INSTALL SIGN # RD-DIR.001.3 INSTALL SIGN # RD-DIR.001.2 INSTALL SIGN # RD-DIR.001.1 INSTALL SIGN # RD-DIR.022 INSTALL SIGN # RD-DY.011 INSTALL SIGN # RD-DIR.021.4 INSTALL SIGN # RD-DIR.021.3 INSTALL SIGN # RD-DIR.021.2 INSTALL SIGN # RD-DIR.021.1 NEW SIGN LOCATION (STATIC) PREVIOUS PHASE SIGN DEMOLITION PREVIOUS PHASE SIGN TO REMAIN UNMODIFIED (PHASE 1A) NEW SIGN LOCATION (DYNAMIC) ADJACENT PROJECTS MULTI-FACE SIGNS USE A LETTER DESIGNATION FOR EACH SIGN FACE A B C D INSTALL SIGN # RD-DIR.011 JLH MJE JLH 3739 National Drive Suite 228 Raleigh, NC 27612 INSTALL SIGN # RD-DIR.022 INSTALL SIGN # RD-DY.011 © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 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 \ 0 5 - P h a s e 2 \ V o l u m e 3 G r a p h i c S h e e t s \ I L M B P 3 - G R 3 - 5 x x . 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 : 2/ 1 2 / 2 0 2 5 8 : 5 9 P M 100% DESIGN NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 :ILMINGTON INTERNATIONAL AIR3ORT SHEET TITLE SHEET NUMBER NOT RELEASED FOR CONSTRUCTION 3739 National Drive Suite 228 Raleigh, NC 27612 1/2" = 1'-0"1 GRAPHIC LAYOUT - SIGN TYPE A1 - OVERHEAD SIGN PANEL 1/2" = 1'-0"2 GRAPHIC LAYOUT - SIGN TYPE A2 - OVERHEAD SIGN PANEL LEGEND GR-301 SIGNAGE GRA3HIC LA<OUTS 1/2" = 1'-0"3 GRAPHIC LAYOUT - SIGN TYPE B1-1 - GROUND MOUNTED SIGN PANEL 1/2" = 1'-0"4 GRAPHIC LAYOUT - SIGN TYPE B1-2 - GROUND MOUNTED SIGN PANEL 1/2" = 1'-0"5 GROUND MOUNTED EXIT SIGN GRAPHIC LAYOUT - SIGN TYPE B2 1/2" = 1'-0"6 GRAPHIC LAYOUT - SIGN TYPE E - PARKING ENTRY SIGN GR-301 SIGNAGE GRAPHICLAYOUTS © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 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 \ 0 5 - P h a s e 2 \ V o l u m e 3 G r a p h i c S h e e t s \ I L M B P 3 - G R 3 - 5 x x . 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 : 2/ 1 2 / 2 0 2 5 9 : 0 1 P M 100% DESIGN NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 :ILMINGTON INTERNATIONAL AIR3ORT SHEET TITLE SHEET NUMBER NOT RELEASED FOR CONSTRUCTION 3739 National Drive Suite 228 Raleigh, NC 27612 1/2" = 1'-0"1 GRAPHIC LAYOUT - SIGN TYPE C - GROUND MOUNTED HYBRID SIGN 1 LEGEND GR-302 SIGNAGE GRA3HIC LA<OUTS 1/2" = 1'-0"2 GRAPHIC LAYOUT - SIGN TYPE D - PARKING INFORMATION SIGN 1-1/2" = 1'-0"3 GRAPHIC LAYOUT - SIGN TYPE J2 - POLE MOUNTED PARKING ID SIGNS 1-1/2" = 1'-0"4 GRAPHIC LAYOUT - SIGN TYPE J3 - POLE SHUTTLE STOP ID SIGNS GR-302 SIGNAGE GRAPHICLAYOUTS © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 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 \ 0 5 - P h a s e 2 \ V o l u m e 3 G r a p h i c S h e e t s \ I L M B P 3 - G R 3 - 5 x x . 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 : 2/ 1 2 / 2 0 2 5 9 : 0 4 P M 100% DESIGN NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 :ILMINGTON INTERNATIONAL AIR3ORT SHEET TITLE SHEET NUMBER NOT RELEASED FOR CONSTRUCTION 3739 National Drive Suite 228 Raleigh, NC 27612 3" = 1'-0"1 PARKING REGULATORY SIGN GRAPHIC LAYOUT - SIGN TYPE K LEGEND GR-303 SIGNAGE GRA3HIC LA<OUTS 1-1/2" = 1'-0"2 OVERHEAD PEDESTRIAN DIRECTIONAL SIGNS GRAPHIC LAYOUT - SIGN TYPE N2 1-1/2" = 1'-0"3 GROUND MOUNTED PEDESTRIAN DIRECTIONAL SIGNS GRAPHIC LAYOUT - SIGN TYPE Q GR-303 SIGNAGE GRAPHICLAYOUTS © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 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 \ 0 5 - P h a s e 2 \ V o l u m e 3 G r a p h i c S h e e t s \ I L M B P 3 - G R 3 - 5 x x . 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 : 2/ 1 2 / 2 0 2 5 9 : 0 5 P M 100% DESIGN NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 :ILMINGTON INTERNATIONAL AIR3ORT SHEET TITLE SHEET NUMBER NOT RELEASED FOR CONSTRUCTION 3739 National Drive Suite 228 Raleigh, NC 27612 1/4" = 1'-0"1 MESSAGE LAYOUTS - SIGN TYPE A1 - OVERHEAD SIGN PANEL 1/4" = 1'-0"2 MESSAGE LAYOUTS - SIGN TYPE A2 - OVERHEAD SIGN PANEL 1/4" = 1'-0"3 MESSAGE LAYOUTS - SIGN TYPE B1-1 - GROUND MOUNTED SIGN PANEL 1/4" = 1'-0"4 MESSAGE LAYOUTS - SIGN TYPE B1-2 - GROUND MOUNTED SIGN PANEL 1/4" = 1'-0"5 MESSAGE LAYOUTS - SIGN TYPE B2 - GROUND MOUNTED SIGN PANEL 1/4" = 1'-0"6 MESSAGE LAYOUTS - SIGN TYPE C - GROUND MOUNTED SIGN PANEL GR-310 SIGNAGE MESSAGE LA<OUTS GR-310 SIGNAGE MESSAGELAYOUTS © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 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 \ 0 5 - P h a s e 2 \ V o l u m e 3 G r a p h i c S h e e t s \ I L M B P 3 - G R 3 - 5 x x . 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 : 2/ 1 2 / 2 0 2 5 9 : 0 8 P M 100% DESIGN NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 :ILMINGTON INTERNATIONAL AIR3ORT SHEET TITLE SHEET NUMBER NOT RELEASED FOR CONSTRUCTION 3739 National Drive Suite 228 Raleigh, NC 27612 1/4" = 1'-0"1 MESSAGE LAYOUTS - SIGN TYPE D 1/4" = 1'-0"2 MESSAGE LAYOUTS - SIGN TYPE E 1/4" = 1'-0"3 MESSAGE LAYOUTS - SIGN TYPE J2 1/4" = 1'-0"4 MESSAGE LAYOUTS - SIGN TYPE J3 GR-311 SIGNAGE MESSAGE LA<OUTS GR-311 SIGNAGE MESSAGELAYOUTS © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 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 \ 0 5 - P h a s e 2 \ V o l u m e 3 G r a p h i c S h e e t s \ I L M B P 3 - G R 3 - 5 x x . 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 : 2/ 1 2 / 2 0 2 5 9 : 5 2 P M 100% DESIGN NO.DESCRIPTION REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 :ILMINGTON INTERNATIONAL AIR3ORT SHEET TITLE SHEET NUMBER NOT RELEASED FOR CONSTRUCTION 3739 National Drive Suite 228 Raleigh, NC 27612 1/4" = 1'-0"1 MESSAGE LAYOUTS - SIGN TYPE K 1/4" = 1'-0" MESSAGE LAYOUTS - SIGN TYPE N22 1/4" = 1'-0" MESSAGE LAYOUTS - SIGN TYPE Q3 GR-312 SIGNAGE MESSAGE LA<OUTS GR-312 SIGNAGE MESSAGELAYOUTS DRIVING LANE 11'-0"22'-0" ~12'-0" (V.I.F) EQ.EQ. ~12'-0" (V.I.F) SIGN TYPE A2 CENTERED BETWEEN LANES AND MOUNTED 17'-0" CLEAR OF THE ROADWAY SURFACE DRIVING LANE DRIVING LANE SIGN TYPE A1 CENTERED OVER DRIVING LANE AND MOUNTED 17'-0" CLEAR OF THE ROADWAY SURFACE DRIVING LANEDRIVING LANE 11'-0" ~12'-0" (V.I.F) EQ.EQ. ~12'-0" (V.I.F) REFER TO GR3 DRAWINGS FOR GRAPHIC LAYOUTS OF THESE SIGNS REFER TO GR3 DRAWINGS FOR GRAPHIC LAYOUTS OF THESE SIGNS REFER TO GR3 DRAWINGS FOR GRAPHIC LAYOUTS OF THESE SIGNS SIGN TYPE A1 CENTERED OVER DRIVINGLAND AND MOUNTED 17'-0" CLEAR OF THE ROADWAY SURFACE NCDOT COMPLIANT SIGN BRIDGE 5'- 0 " 7'- 0 " 8'-6"6'-0" NCDOT COMPLIANT BREAK-AWAY PLATES (MIN.)DOT STANDARD SIGN PANEL FROM EXTRUDED ALUMINUM CHANNEL FRAME, DIAMOND GRADE REFLECTIVE GRAPHICS NOTE: FOLLOW ALL MUTCD REQUIREMENTS FOR SIGN PLACEMENT,ALIGNMENT AND LATERAL OFFSET I -BEAM SIGN POSTS PUNCH OUT FOR TYPE II LED DISPLAY REFER TO GR3 DRAWINGS FOR GRAPHIC LAYOUTS OF THESE SIGNS EXTERIOR RATED NEMA ENCLOSURE FOR ELECTRICAL AND COMMUNICATIONS EQUIPMENT AS REQUIRED REFER TO ELECTRICAL DRAWINGS FOR POWER AND COMMUNICATIONS CONDUIT FOR DYNAMIC SIGNS 7' - 6 " 7'- 0 " 15'-2"6'-0" NCDOT COMPLIANT BREAK-AWAY PLATES (MIN.) DOT STANDARD SIGN PANEL FROM EXTRUDED ALUMINUM CHANNEL FRAME, DIAMOND GRADE REFLECTIVE GRAPHICS NOTE: FOLLOW ALL MUTCD REQUIREMENTS FOR SIGN PLACEMENT,ALIGNMENT AND LATERAL OFFSET I -BEAM SIGN POSTS PUNCH OUT FOR TYPE II LED DISPLAY (x4) PUNCH OUT FOR TYPE III LED DISPLAY (x4) DOT STANDARD SIGN PANEL FROM EXTRUDED ALUMINUM CHANNEL FRAME, DIAMOND GRADE REFLECTIVE GRAPHICS EXTERIOR RATED NEMA ENCLOSURE FOR ELECTRICAL AND COMMUNICATIONS EQUIPMENT AS REQUIRED REFER TO ELECTRICAL DRAWINGS FOR POWER AND COMMUNICATIONS CONDUIT FOR DYNAMIC SIGNS 4'- 0 " ( S I G N T Y P E B 2 ) 7'- 0 " 8'-6" (SIGN TYPE B1-1, B1-2)6'-0" NCDOT COMPLIANT BREAK-AWAY PLATES (MIN.)DOT STANDARD SIGN PANEL FROM EXTRUDED ALUMINUM CHANNEL FRAME, DIAMOND GRADE REFLECTIVE GRAPHICS NOTE: FOLLOW ALL MUTCD REQUIREMENTS FOR SIGN PLACEMENT,ALIGNMENT AND LATERAL OFFSET I -BEAM SIGN POSTS REFER TO GR3 DRAWINGS FOR GRAPHIC LAYOUTS OF THESE SIGNS 4'-7" (SIGN TYPE B2) 5' - 0 " ( S I G N T Y P E B 1 - 1 ) 6' - 9 " ( S I G N T Y P E B 1 - 2 ) DRIVING LANE EQ.EQ. DRIVING LANE EQ.EQ. RACEWAY FOR WIRING MOUNTED TO BEAM 4" x 2" H.S.S. TUBE WELDED OR BOLTED TO CANOPY COLUMNS TYPE 1 LED DISPLAYS CENTERED OVER LANE EXTERIOR RATED NEMA ENCLOSURE FOR ELECTRICAL AND COMMUNICATIONS EQUIPMENT AS REQUIRED REFER TO ELECTRICAL DRAWINGS FOR POWER AND COMMUNICATIONS CONDUIT FOR DYNAMIC SIGNS CANOPY EXTENDS BEYOND TWO LANES IN SOME LOCATIONS 12 ' - 0 " 3'- 8 " 3'-0" PARKING LOT LIGHT POLE SIGN BRACKETS MECHANICALLY FASTENED TO LIGHT POLE ALUMINUM SIGN PANEL WITH APPLIED REFLECTIVE VINYL GRAPHICS 12 ' - 0 " 3' - 8 " 3'-0" STAND ALONE Ø 6" PAINTED ALUMINUM SIGN POLE SIGN BRACKETS MECHANICALLY FASTENED TO LIGHT POLE ALUMINUM SIGN PANEL WITH APPLIED REFLECTIVE VINYL GRAPHICS 10" x 10" x 12" THK. 6061-T6 ALUMINUM BASE PLATE (4) Ø3 4" THREADED ROD ANCHORS CAST IN PLACE WITH SIGN FOOTER 5'- 0 " Ø1'-6 " CONCRETE FOOTER ALUMINUM SIGN PANEL WITH APPLIED DIGITALLY PRINTED VINYL GRAPHICS 1'-6" 2'- 0 " 4'- 0 " 112" X 112" ALUMINUM ANGLE TACK WELDED TO SIGN PANEL, BOLTED TO SUPPORT TUBE 2" X 2" PAINTED ALUMINUM TUBE 6" X 6" x 38" THK. BASE PLATE SECURED TO MEDIAN WITH EXPANSION BOLTS © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 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 \ 0 5 - P h a s e 2 \ V o l u m e 3 G r a p h i c S h e e t s \ I L M B P 3 - G R 3 - 5 x x . 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 : 2/ 1 3 / 2 0 2 5 1 2 : 5 3 A M 100% DESIGN NO.DESCRIPTION REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 :ILMINGTON INTERNATIONAL AIR3ORT SHEET TITLE SHEET NUMBER NOT RELEASED FOR CONSTRUCTION 3739 National Drive Suite 228 Raleigh, NC 27612 1/4" = 1'-0"1 SIGN MOUNTING ELEVATION - SIGN TYPE A1, A2 1/4" = 1'-0"3 SIGN MOUNTING ELEVATION - SIGN TYPE C 1/4" = 1'-0"4 SIGN MOUNTING ELEVATION - SIGN TYPE D 1/4" = 1'-0"2 SIGN MOUNTING ELEVATION - SIGN TYPE B1-1, B1-2, B2 3 GR-501 3 GR-501 3 GR-502 4 GR-503 4 GR-504 4 GR-504 4 GR-504 1/4" = 1'-0"5 SIGN MOUNTING ELEVATION - SIGN TYPE E 4 GR-506 1/4" = 1'-0"6 SIGN MOUNTING ELEVATION - SIGN TYPE J2 1 GR-504 1/4" = 1'-0" SIGN MOUNTING ELEVATION - SIGN TYPE J37 1/4" = 1'-0" SIGN MOUNTING ELEVATION - SIGN TYPE K8 5 GR-504 GR-01 SIGNAGE MOUNTING ELE9ATIONS 1 GR-504 GR-401 SIGNAGE MOUNTING ELEVATIONS 5'- 0 " 6" 1' - 0 " 4'-4" 2"2"12" THK. TRANSLUCENT BLUE ACRYLIC SHEET CUT TO SHAPE 2" x 2" PAINTED 6061-T6 ALUMINUM SUPPORT POST Ø12" STAND-OFF CAP SECURES SIGN PANEL, ANODIZED FINISH 1'-0" Ø1'-0" CONCRETE PEDESTAL 12" THK. 6061-T6 ALUMINUM BASE PLATE COORDINATE AND ADJUST SIGN PLACEMENT WITH LANDSCAPING 9'- 0 " 1'- 3 " 8"8" 6'-2"EQ.EQ. SIGN BRACKET BOLTED TO CANOPY STRUCTURE 1" X 2" PAINTED ALUMINUM TUBES 2" X 3" PAINTED ALUMINUM TUBE 1 4" THK. WHITE POLYCARBONATE PANEL WITH PRINTED ARTWORK, APPLIED VINYL LETTERING & GRAPHICS WALKWAY CANOPY STRUCTURE 7'- 0 " 6" 1'- 0 " 3" 1' - 0 " 3" 1'- 0 " 4'-4" 2"2" 112" x 2" ALUMINUM TUBE SUPPORTS SIGN PANELS 14" THK. WHITE POLYCARBONATE PANEL WITH PRINTED ARTWORK, APPLIED VINYL LETTERING & GRAPHICS 1'-0" 12" THK. TRANSLUCENT BLUE ACRYLIC SHEET CUT TO SHAPE 2" x 2" PAINTED 6061-T6 ALUMINUM SUPPORT POST Ø12" STAND-OFF CAP SECURES SIGN PANEL, ANODIZED FINISH Ø1'-0" CONCRETE PEDESTAL 12" THK. 6061-T6 ALUMINUM BASE PLATE COORDINATE AND ADJUST SIGN PLACEMENT WITH LANDSCAPING © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 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 \ 0 5 - P h a s e 2 \ V o l u m e 3 G r a p h i c S h e e t s \ I L M B P 3 - G R 3 - 5 x x . 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 : 2/ 1 3 / 2 0 2 5 1 2 : 5 5 A M 100% DESIGN NO.DESCRIPTION REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 :ILMINGTON INTERNATIONAL AIR3ORT SHEET TITLE SHEET NUMBER NOT RELEASED FOR CONSTRUCTION 3739 National Drive Suite 228 Raleigh, NC 27612 3/4" = 1'-0"2 SIGN MOUNTING ELEVATION - SIGN TYPE Q (SINGLE-PANEL) GR-02 SIGNAGE MOUNTING ELE9ATIONS 3/8" = 1'-0" 1 SIGN MOUNTING ELEVATION - SIGN TYPE N2 3/4" = 1'-0"3 SIGN MOUNTING ELEVATION - SIGN TYPE Q (THREE-PANEL) 1 GR-505 1 GR-505 2 GR-505 GR-402 SIGNAGE MOUNTING ELEVATIONS 3M WHITE DIAMOND GRADE REFLECTIVE SHEETING (FULLY COVERS SIGN FACE) DIGITALLY PRINTED SIGN FACE 18" THK. ALUMINUM SIGN FACE 8' -0" 22'-0" (A2 - TWO LANE) 11'-0" (A1 - SINGLE LANE) GRAPHIC OVERLAY FROM SINGLE DIGITALLY PRINTED VINYL LAYER 112" WHITE BORDER ALONG OUTSIDE OF SIGN PANEL ALL EXTRUDED ALUMINUM PANELS TO HAVE SIDE MOULDING X NOTE: ADJUST QUANTITY AND SPACING OF VERTICAL SUPPORTS AS REQUIRED TO MAINTAIN SIGN PANEL STIFFNESS AND MEET LOADING REQUIREMENTSALUMINUM EXTRUSIONS TO BE BOLTED AT 1'-6" O.C. MAX. WITH LONG HD HEX BOLT # 38" - 16 6262-T9 ALUMINUM (ASTM B211), HEX NUT AND WASHER SIGN EXTRUSIONS SECURED TO VERTICAL SUPPORTS WITH ALUMINUM POST CLIP 356-T6 (ASTM B26) 18" THK. MIN. 6063-T65 ALUMINUM PANEL WITH VINYL GRAPHICS ADHERED TO FRONT FACE OF SIGN EXTRUSION ASSEMBLY 22'-0" (A2 - TWO LANE) 11'-0" (A1 - SINGLE LANE) SIGN BRIDGE VERTICAL SUPPORTS 8' - 0 " 22'-0" (A2 - TWO LANE) 11'-0" (A1 - SINGLE LANE) 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 1'-6" O.C. 6"1'-6"1'-6" 12" DOT SIGN EXTRUSION, 18" THK. MIN. 6063-T6 ALUMINUM (ATSM B221) NOTE: ALL EXTRUDED ALUMINUM PANELS TO HAVE SIDE MOULDING ALUMINUM EXTRUSIONS TO BE BOLTED AT 1'-6" O.C. MAX WITH LONG HD HEX BOLT # 38" - 16 6262-T9 ALUMINUM (ASTM B211), HEX NUT AND WASHER SIGN EXTRUSIONS SECURED TO VERTICAL SUPPORTS WITH ALUMINUM POST CLIP 356-T6 (ASTM B26) NOTE: USE POST CLIPS TO ATTACH MULTIPLE DOT SIGN EXTRUSIONS TO SUPPORTS, ONE CLIP ON EITHER SIDE 1'-6"6"1'-6"1'-6" VERTICAL SUPPORTS FROM ALUMINUM TUBES OR I-BEAMS 6063-T6 18" THK. MIN. 6063-T65 ALUMINUM PANEL WITH VINYL GRAPHICS ADHERED TO FRONT FACE OF SIGN EXTRUSION ASSEMBLY NOTE: ALL SPACING DIMENSIONS ARE MAXIMUM SPACING UNLESS OTHERWISE NOTED. ADJUST QUANTITY AND SPACING OF VERTICAL SUPPORTS AS REQUIRED TO MAINTAIN SIGN PANEL STIFFNESS AND MEET LOADING REQUIREMENTS O.C.O.C.O.C.O.C.O.C. 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 6" SIGN EXTRUSIONS SECURED TO VERTICAL SUPPORTS WITH ALUMINUM POST CLIP 356-T6 (ASTM B26) 12" DOT SIGN EXTRUSION, 18" THK. MIN. 6063-T6 ALUMINUM (ATSM B221) VERTICAL SUPPORTS FROM ALUMINUM TUBES OR I-BEAMS 6063-T6 POST CLIP BOLT: U.N.C. 2A - 1638" 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 6" DOT SIGN EXTRUSION, 18" THK. MIN. 6063-T6 ALUMINUM (ATSM B221) 18" THK. MIN. 6063-T65 ALUMINUM PANEL WITH VINYL GRAPHICS ADHERED TO FRONT FACE OF SIGN EXTRUSION ASSEMBLY © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 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 \ 0 5 - P h a s e 2 \ V o l u m e 3 G r a p h i c S h e e t s \ I L M B P 3 - G R 3 - 5 x x . 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 : 2/ 1 3 / 2 0 2 5 1 2 : 5 7 A M 100% DESIGN NO.DESCRIPTION REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 :ILMINGTON INTERNATIONAL AIR3ORT SHEET TITLE SHEET NUMBER NOT RELEASED FOR CONSTRUCTION 3739 National Drive Suite 228 Raleigh, NC 27612 3/8" = 1'-0"1 FRONT ELEVATION - TYPE A1, A2 - OVERHEAD SIGN PANEL 3/4" = 1'-0"4 ENLARGED PLAN - TYPE A1, A2 - OVERHEAD SIGN PANEL 1/2" = 1'-0"2 REAR ELEVATION - TYPE A1, A2 - OVERHEAD SIGN PANEL 1 1 GR-01 SIGNAGE FABRICATION DETAILS 3/4" = 1'-0"3 VERTICAL SECTION - TYPE A1, A2 - OVERHEAD SIGN PANEL GR-501 SIGNAGE FABRICATIONDETAILS 4' - 0 " ( S I G N T Y P E B 2 ) 4'-7" (SIGN TYPE B2) REFER TO GRAPHIC LAYOUT DRAWING FOR GRAPHIC DIMENSIONS DIGITALLY PRINTED SIGN FACE WITH ALL COLORS ON A SINGLE LAYER 3M WHITE DIAMOND GRADE REFLECTIVE SHEETING (FULLY COVERS SIGN FACE) 18" THK. MIN. ALUMINUM SIGN FACEDOT STANDARD C-CHANNEL FRAME 1'- 0 " 1'- 0 " 1'- 0 " 1'- 0 " 1'- 0 " 8'-6" (SIGN TYPE B1-1, B1-2) 5' - 0 " ( S I G N T Y P E B 1 - 1 ) 6' - 9 " ( S I G N T Y P E B 1 - 2 ) NOTE: TRUNCATE SIGN TO FIT 4'-7" FOR SIGN TYPE B2 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 1'-6" (MAX)1'-6" (MAX)1'-6" (MAX)1'-6" (MAX)1'-6" (MAX) 4' - 0 " ( S I G N T Y P E B 2 ) 5' - 0 " ( S I G N T Y P E B 1 - 1 ) 6' - 9 " ( S I G N T Y P E B 1 - 2 ) NOTE: TRUNCATE SIGN TO FIT 4'-7" FOR SIGN TYPE B2 4'-7" (SIGN TYPE B2) 8'-6" (SIGN TYPE B1-1, B1-2) SIGN EXTRUSIONS SECURED TO VERTICAL SUPPORTS WITH ALUMINUM POST CLIP 356-T6 (ASTM B26) 12" DOT SIGN EXTRUSION, 18" THK. MIN. 6063-T6 ALUMINUM (ATSM B221) VERTICAL SUPPORTS FROM ALUMINUM TUBES OR I-BEAMS 6063-T6 POST CLIP BOLT: U.N.C. 2A - 163 8" SPECIAL HD BOLT, HEX NUT, AND WASHERS PANEL SWITCH BOLT: LONG HD HEX BOLT # 38" - 16 6262-T9 ALUMINUM (ASTM B211), HEX NUT AND WASHER 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 " VA R I E S 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) © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 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 \ 0 5 - P h a s e 2 \ V o l u m e 3 G r a p h i c S h e e t s \ I L M B P 3 - G R 3 - 5 x x . 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 : 2/ 1 3 / 2 0 2 5 1 2 : 5 9 A M 100% DESIGN NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 :ILMINGTON INTERNATIONAL AIR3ORT SHEET TITLE SHEET NUMBER NOT RELEASED FOR CONSTRUCTION 3739 National Drive Suite 228 Raleigh, NC 27612 3/4" = 1'-0"1 FRONT ELEVATION - TYPE B1-1, B1-2, B2 - GROUND STATIC SIGN PANEL 3/4" = 1'-0"2 REAR ELEVATION - TYPE B1-1, B1-2, B2 - GROUND STATIC SIGN PANEL 3/4" = 1'-0"3 VERTICAL SECTION @ SIGN PANEL 3/4" = 1'-0"4 ENLARGED PLAN - TYPE B1-1, B1-2, B2 - GROUND STATIC SIGN PANEL GR-02 SIGNAGE FABRICATION DETAILS GR-502 SIGNAGE FABRICATIONDETAILS 8'-6" DIGITALLY PRINTED SIGN FACE WITH ALL COLORS ON A SINGLE LAYER 3M WHITE DIAMOND GRADE REFLECTIVE SHEETING (FULLY COVERS SIGN FACE) 18" THK. MIN. ALUMINUM SIGN FACE DOT STANDARD C-CHANNEL FRAME EQ.EQ. PUNCH-OUT FOR DYNAMIC DISPLAY 5' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 1'-6" (MAX)1'-6" (MAX) BRACKETS TO SECURE LED DISPLAY FIXED TO BACK OF EXTRUDED SIGN FRAME NOTE: ALL SPACING DIMENSIONS ARE MAXIMUM SPACING UNLESS OTHERWISE NOTED. ADJUST QUANTITY AND SPACING OF VERTICAL SUPPORTS AS REQUIRED TO MAINTAIN SIGN PANEL STIFFNESS. SIGN EXTRUSIONS SECURED TO VERTICAL SUPPORTS WITH ALUMINUM POST CLIP 356-T6 (ASTM B26) 12" DOT SIGN EXTRUSION, 18" THK. MIN. 6063-T6 ALUMINUM (ATSM B221) TYPE II LED DISPLAY 18" THK. MIN. 6063-T65 ALUMINUM PANEL WITH VINYL GRAPHICS ADHERED TO FRONT FACE OF SIGN EXTRUSION ASSEMBLY8'- 6" 1'-6" (MAX)1'-6" (MAX)1'-6" (MAX)1'-6" (MAX)1'-6" (MAX) 5' - 0 " 1'- 0 " 1'- 0 " 1'- 0 " 1'- 0 " 1'- 0 " NOTE: USE EXTERIOR GRADE COMPONENTS FOR CONDUIT AND WIRING POWER & FIBER FROM SIGN FOUNDATION PROVIDE ALL NECESSARY EQUIPMENT (JBOX, MEDIA CONVERTER, DISCONNECT, ETC.) TO SUPPORT LED DISPLAY 12" DOT SIGN EXTRUSION, 18" THK. MIN. 6063-T6 ALUMINUM (ATSM B221) TYPE II LED DISPLAY POST CLIP BOLT: U.N.C. 2A - 1638" SPECIAL HD BOLT, HEX NUT, AND WASHERS 18" THK. MIN. 6063-T65 ALUMINUM PANEL WITH VINYL GRAPHICS ADHERED TO FRONT FACE OF SIGN EXTRUSION ASSEMBLY 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 5' - 0 " 1/ 2 " M A X . LED DISPLAY FLUSH WITH SIGN FACE BRACKET(S) TO SUPPORT LED DISPLAY MOUNTED TO EXTRUDED FRAME 18" THK. MIN. 6063-T65 ALUMINUM PANEL WITH VINYL GRAPHICS ADHERED TO FRONT FACE OF SIGN EXTRUSION ASSEMBLY VARIES ALUMINUM EXTRUSIONS TO BE BOLTED AT 1'-6" O.C. MAX. WITH LONG HD HEX BOLT # 3 8" - 16 6262-T9 ALUMINUM (ASTM B211), HEX NUT AND WASHER ALL EXTRUDED ALUMINUM PANELS TO HAVE SIDE MOULDING NOTE: ADJUST QUANTITY AND SPACING OF VERTICAL SUPPORTS AS REQUIRED TO MAINTAIN SIGN PANEL STIFFNESS AND MEET LOADING REQUIREMENTS SIGN EXTRUSIONS SECURED TO VERTICAL SUPPORTS WITH ALUMINUM POST CLIP 356-T6 (ASTM B26) PUNCH-OUT FOR DYNAMIC DISPLAY (TYPE II) 3M WHITE DIAMOND GRADE REFLECTIVE SHEETING (FULLY COVERS SIGN FACE) 18" THK. MIN. ALUMINUM SIGN FACEPUNCH-OUT FOR DYNAMIC DISPLAY (TYPE III) 7' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 13'-0" DOT STANDARD C-CHANNEL FRAME DIGITALLY PRINTED SIGN FACE WITH ALL COLORS ON A SINGLE LAYER NOTE: ALL SPACING DIMENSIONS ARE MAXIMUM SPACING UNLESS OTHERWISE NOTED. ADJUST QUANTITY AND SPACING OF VERTICAL SUPPORTS AS REQUIRED TO MAINTAIN SIGN PANEL STIFFNESS. SIGN EXTRUSIONS SECURED TO VERTICAL SUPPORTS WITH ALUMINUM POST CLIP 356-T6 (ASTM B26) 12" DOT SIGN EXTRUSION, 18" THK. MIN. 6063-T6 ALUMINUM (ATSM B221) TYPE II LED DISPLAY 18" THK. MIN. 6063-T65 ALUMINUM PANEL WITH VINYL GRAPHICS ADHERED TO FRONT FACE OF SIGN EXTRUSION ASSEMBLY 13'-0" NOTE: USE EXTERIOR GRADE COMPONENTS FOR CONDUIT AND WIRING POWER & FIBER FROM SIGN FOUNDATION PROVIDE ALL NECESSARY EQUIPMENT (JBOX, MEDIA CONVERTER, NETWORK SWITCHES, DISCONNECT, ETC.) TO SUPPORT LED DISPLAYS TYPE III LED DISPLAY © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 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 \ 0 5 - P h a s e 2 \ V o l u m e 3 G r a p h i c S h e e t s \ I L M B P 3 - G R 3 - 5 x x . 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 : 2/ 1 3 / 2 0 2 5 1 2 : 4 3 A M 100% DESIGN NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 :ILMINGTON INTERNATIONAL AIR3ORT SHEET TITLE SHEET NUMBER NOT RELEASED FOR CONSTRUCTION 3739 National Drive Suite 228 Raleigh, NC 27612 3/4" = 1'-0"1 FRONT ELEVATION - TYPE C - HYBRID SIGN PANEL W/DYNAMIC INSERT 3/4" = 1'-0"2 REAR ELEVATION - TYPE C - HYBRID SIGN PANEL W/DYNAMIC INSERT 3/4" = 1'-0"4 VERTICAL SECTION - TYPE C - HYBRID SIGN PANEL W/DYNAMIC INSERT 3/4" = 1'-0"3 ENLARGED PLAN - TYPE C - HYBRID SIGN PANEL W/DYNAMIC INSERT NOTES 3/4" = 1'-0"5 FRONT ELEVATION - TYPE D - HYBRID PARKING DIRECTORY 3/4" = 1'-0"6 REAR ELEVATION - TYPE D - HYBRID PARKING DIRECTORY TYPE II LED DISPLAY SPECIFICATIONS (LOT PRICING): 1. 14mm PIXEL PITCH OR SMALLER 2. 16x80 FULL MATRIX DISPLAY OR LARGER 3. CAPABLE OF AMBER & RED COLOR PIXELS (ADDITIONAL COLORS ACCEPTABLE) 4. CAPABLE OF A MINIMUM OF 8 CHARACTERS AT A MINIMUM OF 7 INCHES. 5. 120VAC SERVICE INPUT 6. UL LISTED FOR WET CONDITIONS TYPE III LED DISPLAY SPECIFICATIONS (SPACE AVAILABILITY): 1. 14mm PIXEL PITCH OR SMALLER 2. CAPABLE OF GREEN & RED COLOR PIXELS (ADDITIONAL COLORS ACCEPTABLE) 3. CAPABLE OF DISPLAYING 4 CHARACTERS AT 7 INCH HEIGHT MINIMUM. 4. CAPABLE OF DISPLAYING 4 NUMERAL SPACES IN GREEN, "OPEN" IN GREEN, AND "FULL" IN RED AT A MINIMUM 5. 120VAC SERVICE INPUT 6. UL LISTED FOR WET CONDITIONS GR-03 SIGNAGE FABRICATION DETAILS GR-503 SIGNAGE FABRICATIONDETAILS 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 TYPE I LED DISPLAY CANOPY COLUMNS 2" x 4" CONTINUOUS H.S.S. TUBE MOUNTING BRACKET TO CONNECT TO DISPLAY HARD POINTS PROVIDE ALL NECESSARY EQUIPMENT (JBOX, MEDIA CONVERTER, NETWORK SWITCHES, DISCONNECT, ETC.) TO SUPPORT LED DISPLAYS NOTE: MOUNTING HEIGHT OF LED SIGNS TO BE POSITIONED TO MAINTAIN EXISTING VERTICAL CLEARANCE OF CANOPY 3' - 8 " 412" 4" 412" 4" EQ . 3'-0" LIGHT POLE OR STAND ALONE POST 412"x 1" ALUMINUM C-CHANNEL FRAME (4 SIDES) 1/8" THK. PAINTED ALUMINUM SIGN FACE WITH APPLIED ENGINEERING GRADE REFLETIVE VINYL COPY MECHANICALLY FASTENED TO SIGN FRAME 14" THK. ALUMINUM FABRICATED COLLAR SECURES SIGN TO LIGHT POLE (4 SECTIONS) 14" THK. ALUMINUM BRACKET BOLTED TO COLLAR 212"x 212"x 4"x14" THK. ALUMINUM ANGLE BOLTED TO BRACKET AND C-CHANNEL FRAME SIGN MECHANICALLY FASTENED TO FRAME, PAINT OVER HEADS TO MATCH BACKGROUND 412" EQ . 3 COLLAR SECTIONS PER SIGN 3'-0" 3' - 0 " 1/8" THK. PAINTED ALUMINUM SIGN FACE WITH APPLIED ENGINEERING GRADE REFLETIVE VINYL COPY MECHANICALLY FASTENED TO SIGN FRAME 2"x2" ALUMINUM ANGLE SUPPORTS SIGN EDGES SIGN MECHANICALLY FASTENED TO FRAME, PAINT OVER HEADS TO MATCH BACKGROUND 412"x 1" ALUMINUM C-CHANNEL FRAME (4 SIDES) 14" THK. ALUMINUM FABRICATED COLLAR SECURES SIGN TO LIGHT POLE (4 SECTIONS) 14" THK. ALUMINUM BRACKET BOLTED TO COLLAR AND ANGLE SIGN FRAME 212"x 212"x 4"x 14" THK. ALUMINUM ANGLE BOLTED TO BRACKET AND C-CHANNEL FRAME LIGHT POLE OR STAND ALONE POST SIGN FRAME BOLTED TO LIGHT POLE 2" 2" ALUMINUM C-CHANNEL FRAME MITRE-CUT FOR A TIGHT FIT 2' - 0 " 2"2" x 2" PAINTED ALUMINUM TUBE WITH TOP CAP 112" x 112" ALUMINUM ANGLE TACK WELDED TO SIGN PANEL, BOLTED TO SUPPORT TUBE 18" THK. ALUMINUM SIGN FACE WITH DIGITALLY PRINTED VINYL GRAPHICS © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 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 \ 0 5 - P h a s e 2 \ V o l u m e 3 G r a p h i c S h e e t s \ I L M B P 3 - G R 3 - 5 x x . 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 : 2/ 1 3 / 2 0 2 5 1 2 : 4 1 A M 100% DESIGN NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 :ILMINGTON INTERNATIONAL AIR3ORT SHEET TITLE SHEET NUMBER NOT RELEASED FOR CONSTRUCTION 3739 National Drive Suite 228 Raleigh, NC 27612 1-1/2" = 1'-0"4 PERMANENT SIGNS - FOOTER DETAIL 1-1/2" = 1'-0"3 SECTION - TYPE E - CANOPY MOUNTED LED SIGNS 3" = 1'-0"2 ENLARGED PLAN - TYPE J2, J3 - POLE MOUNTED CUBE SIGN PANEL 3" = 1'-0"1 VERTICAL SECTION - TYPE J2, J3 - POLE MOUNTED CUBE SIGN PANEL 3" = 1'-0"5 TYPE K - POST MOUNTED INFORMATION SIGN GR-0 SIGNAGE FABRICATION DETAILS VERTICAL SECTION GR-504 SIGNAGE FABRICATIONDETAILS 5 8" 2" VA R I E S 1'- 0 " 1" 14"112"14" Ø12" STAND-OFF CAP SECURES SIGN PANEL, ANODIZED FINISH 1 4" THK. WHITE POLYCARBONATE PANEL WITH PRINTED ARTWORK, APPLIED VINYL LETTERING & GRAPHICS 112" X 2" ALUMINUM TUBE SUPPORTS SIGN PANELS PIN CONNECTION SECURES DECORATIVE FIN WITH EPOXY 12" THK. TRANSLUCENT BLUE ACRYLIC SHEET CUT TO SHAPE 3" 1' - 0 " Ø12" STAND-OFF CAP SECURES SIGN PANEL, ANODIZED FINISH 112" X 2" ALUMINUM TUBE SUPPORTS SIGN PANELS 3" 1' - 0 " 1" 1" 1" 1" 1" ADDITIONAL SIGN PANEL SEGMENTS FOR THREE PANEL SIGNS 1"1"5 8" 3" VA R I E S 2" 1' - 5 " 12" 14"112"14" Ø12" STAND-OFF CAP SECURES SIGN PANEL, ANODIZED FINISH 1 4" THK. WHITE POLYCARBONATE PANEL WITH PRINTED ARTWORK, APPLIED VINYL LETTERING & GRAPHICS 112" X 2" ALUMINUM TUBE SUPPORTS SIGN PANELS 2" X 3" PAINTED ALUMINUM TUBE PIN CONNECTION SECURES DECORATIVE FIN WITH EPOXY 12" THK. TRANSLUCENT BLUE ACRYLIC SHEET CUT TO SHAPE (2) 1" X 2" PAINTED ALUMINUM TUBES © 2025 RS&H, INC. PROJECT NUMBER: 2003-0070-006 AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 PHASE 2 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 \ 0 5 - P h a s e 2 \ V o l u m e 3 G r a p h i c S h e e t s \ I L M B P 3 - G R 3 - 5 x x . 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 : 2/ 1 3 / 2 0 2 5 1 2 : 3 8 A M 100% DESIGN NO.DESCRIPTION DATE REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 1520 South Blvd., Suite 200 Charlotte, NC 28203 Phone: 704-752-0610, Fax: 704-949-2672 www.rsandh.com North Carolina License Nos. 50073 * F-0493 * C-28 :ILMINGTON INTERNATIONAL AIR3ORT SHEET TITLE SHEET NUMBER NOT RELEASED FOR CONSTRUCTION 3739 National Drive Suite 228 Raleigh, NC 27612 6" = 1'-0"1 SIGN TYPE Q PANEL GR-0 SIGNAGE FABRICATION DETAILS VERTICAL SECTION 6" = 1'-0"2 SIGN TYPE N PANEL VERTICAL SECTION GR-505 SIGNAGE FABRICATIONDETAILS REVISION: REV.# NO. MM DD YYYY DATE: 05 18 2025 LUMINAIRE TYPE IMAGE DESCRIPTION LAMPING MANUFACTURER and SERIES CATALOG NUMBER POWER SUPPLY/ CONTROL PROTOCOL SYSTEM WATTS (W) VOLTAGE(V) DEPTH MOUNTING LOCATION NOTES HX17 RGBW TREE UPLIGHT RGBW LED 1645 LUMENS FULL ON COLOR KINETICS BURST POWERCORE 423-000030-FINISH TBD / FULL GLARE SHIELD / (1) LENS TO BE DETERMINED DMX 31.3 MVOLT 10.75" STAKE PALM TREES DRIVE APPROACH 8 DEGREE BEAM ANGLE NATIVE FULL GLARE SHIELD IP66 HX18 HX19 RGBW STAINLESS STEEL SUBMERSIBLE FOUNTAIN LIGHT WITH VISOR RGBW LED 759 LUMENS DESIGN PLAN EGO MAXI UNDERWATER RGB+W F50425-EGO MAXI-6-5-20.US / A04140 / A9903 / C113 / DMX 29 120 9.76" SURFACE FOUNTAIN THESE LUMINAIRES TIE IN TO DMX COLOR CHANGING CONTROLS / PROGRAMMING BP2 HX20 STANCHION MOUNTED LINEAR SIGN LIGHTER WITH VISOR INTEGRAL LED3500 LUMENS VISA LIGHTING0G2010 ADVANTUS 0G2010-60-L35K(L)0MVOLT-0-10V DIMMING- MED00V2100-0V2110-2-4-L30K(L)-MED- FINISH TO BE DETERMINED / VISOR REMOTE 0-10V DIMMING TO 1%33 MVOLT 13.50" MANUFACTURER PROVIDED STANCHION FRONT ENTRANCE SIGN STAINLESS STEEL AIMABLE TO 360 DEGRESS 'SET AND FORGET' DIMMING SPECIFICATION NOTES (MUST BE INCLUDED ON DRAWINGS WITH LUMINAIRE SCHEDULE): 1 2 3 4 5 6 7 8 9 10 11 NOT SHOWN/ USED IN THIS BID SET - REFER TO ILM AIRPORT BOULEVARD AND PARKING IMPROVEMENTS PHASE 2 ILM AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 - PHASE 2 ILM AIRPORT BOULEVARD AND PARKING IMPROVEMENTS PHASE 2 FOR REFERENCE: "CONTINUOUS", WHEN NOTED, REQUIRES BUTTED END TO END LAYOUTS WITH NO GAPS BETWEEN LUMINAIRE HOUSINGS. NOTE MINIMUM OR MAXIMUM GAPS OR LAYOUT WHEN PROVIDED. “FLANGELESS” OR “TRIMLESS” OR “FLUSH”, WHEN NOTED, REQUIRES CONTRACTOR TO REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR PLASTER FRAME. PROPER ALIGNMENT OF BOTTOM OF APERTURE THROAT WITH FACE OF FINISHED CEILING IS CRITICAL FOR INSTALLATION; CONTRACTOR TO COORDINATE. "REMOTE DRIVERS" OR "ACCESSIBLE" WHEN NOTED REQUIRES CONTRACTOR TO COORDINATE WITH BOTH THE ARCHITECT AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS TO LOCATE A SUITABLE LOCATION REMOVED FROM THE LUMINAIRE ITSELF FOR THE DRIVER/POWER SUPPLY. SAID LOCATION SHALL BE CONCEALED FROM GERENAL VIEW, WELL VENTILATED, SECURE AND REACHABLE BY NO MORE THAN A 10' LADDER PLACED SECURELY, ON FLAT GROUND. A. ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING DETAILS AND ELECTRICAL CONNECTIONS, ADVISE MANUFACTURER OF LEAD LENGTHS, AND VERIFY THAT INSTALLATION COMPLIES WITH NATIONAL AND LOCAL CODES, AND PROVIDE FUSE FOR SECONDARY WIRING, WHEN REQUIRED. B. LUMINAIRE MANUFACTURER TO DETERMINE REQUIRED WIRE SIZE BETWEEN LUMINAIRES AND DRIVERS, LENGTH OF RUNS, OR QUANTITY OF LUMINAIRES PER CIRCUIT, AND TO ASSURE THAT VOLTAGE DROP DOES NOT EXCEED 5% - VERIFICATION OF VOLTAGE DROP MUST BE CONDUCTED ON SITE BY THE ELECTRICAL CONTRACTOR USING A “TRUE RMS” VOLTMETER TO MEASURE THE SECONDARY VOLTAGE. "ALLOWANCES", WHEN NOTED, ARE TO BE IN U.S. DOLLARS AND COVER THE COST, TO THE OWNER, OF THE LIGHTING LUMINAIRES, LAMPS, AND ACCESSORIES AS NOTED. AN ALLOWANCE DOES NOT INCLUDE LAMPS, DELIVERY TO THE SITE, HANDLING, INSTALLATION OR CONTRACTOR'S OVERHEAD OR MARK-UP. CONTRACTOR MUST PROVIDE UNIT PRICING TO THE ARCHITECT- FOR EACH LUMINAIRE TYPE COMPLETE WITH ALL ACCESSORIES AND LAMP. CONTRACTOR SHALL PROVIDE LUMINAIRES AND LIGHTING EQUIPMENT THAT MEETS PERFORMANCE, AESTHETICS, AND MATERIAL AS NOTED IN THE WRITTEN LUMINAIRE SPECIFICATION. ALTERNATES OR SUBSTITUTIONS ARE NOT PERMITTED WITHOUT REVIEW AND APPROVAL BY THE LIGHTING DESIGNER. CONTRACTOR TO COORDINATE LEAD TIMES, DEPOSIT REQUIREMENTS, SHOP DRAWING DEVELOPMENT AND SUBMITTAL, ETC. TO ASSURE TIMELY DELIVERY IN ACCORDANCE WITH OVERALL PROJECT SCHEDULE. ALL PROPOSED SUBSTITUTIONS MUST BE SUBMITTED NO LESS THAN FOURTEEN (14) DAYS PRIOR TO THE BID DUE DATE. FAILURE TO SUBMIT PROPOSED SUBSTITUTIONS WITHIN THAT DEADLINE CONSTITUTES A GUARANTEE THAT THE SPECIFIED PRODUCTS WILL BE SUPPLIED. INSTALLING CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF ALL WIRING SCHEMES AND OTHER INSTALLATION DETAILS WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. SUBSTANTIAL COMPLETION IN THIS CONTEXT REFERS TO COMPLETELY INSTALLED AND OPERATIONAL LIGHTING AND LIGHTING CONTROL SYSTEMS. CONTRACTOR SHALL VERIFY THE CORRECT INSTALLATION AND DIMMING OPERATION OF ALL LUMINAIRES, SENSORS, AND OF THE CONTROL SYSTEM AS AWHOLE PRIOR TO REQUESTING THE LIGHTING DESIGNER'S ATTENDANCE AT ANY FOCUSSING OR LEVEL SETTING SESSIONS. IN THE EVENT THAT THE LIGHTING CONTROL ZONES OR OTHER OPERATIONAL CHARACTERISTICS OF THE COMPLETED SYSTEM ARE NOT FULLY READY AT THE TIME OF THE FIRST FOCUSSING APPOINTMENT, THE LIGHTING DESIGNER SHALL BE ENTITLED TO REQUEST FEES FOR ADDITIONAL SERVICES FROM THE CONTRACTOR WHICH SHALL NOT BE PASSED ON TO THE CLIENT. CATALOGUE OR SERIES NUMBERS ARE INTENDED TO PROVIDE ASSISTANCE IN ESTABLISHING IDENTIFICATION OF MANUFACTURER'S MODEL, SERIES, OR LUMINAIRE STYLE, AND MAY NOT BE COMPLETE AND SHALL NEVER BE USED TO ORDER LUMINAIRES. MANUFACTURER’S CATALOG NUMBERS ARE SUBJECT TO CHANGE AND ANY DISCREPANCIES BETWEEN THE CATALOG NUMBER, LUMINAIRE DESCRIPTION, REMARKS, LAMP AND SUPPLY VOLTAGE, AND ARCHITECTURAL DRAWINGS MUST BE BROUGHT TO THE ATTENTION TO THE LIGHTING DESIGNER PRIOR TO THE RELEASE OF A PURCHASE ORDER. CATALOGUE CUTS, WHEN INCLUDED, ARE FOR GENERAL ASSISTANCE AND IMAGE REFERENCE ONLY AND ARE NOT A PART OF THESE SPECIFICATIONS. MANUFACTURER’S CATALOG CUTS ARE SUBJECT TO CHANGE AND CURRENT CATALOG CUTS FROM THE MANUFACTURER ARE REQUIRED TO BE SUBMITTED DURING SHOP DRAWING REVIEW FOR APPROVAL. A. ARCHITECTURAL DETAIL SKETCHES OR CUSTOM LUMINAIRE DRAWINGS INCLUDED IN THESE LUMINAIRE SPECIFICATIONS ARE PART OF THE CONTRACT DOCUMENTS. CONTRACTOR SHALL BRING ANY DISCREPANCIES BETWEEN SKETCHES AND CONSTRUCTION DOCUMENTS TO THE ATTENTION OF THE ARCHITECT BEFORE SUBMITTING BIDS. AUXILIARY EMERGENCY EQUIPMENT OPTIONS MUST BE DETERMINED, VERIFIED, AND APPROVED BY THE ELECTRICAL ENGINEER. ELECTRICAL ENGINEER TO SPECIFY AND CONFIRM ALL VOLTAGES AND PROPERLY SIZE ALL REMOTE POWER SUPPLIES PROJECT: ILM AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 3 - PHASE 2 SPECIFICATION NOTES FOLLOW THIS SCHEDULE AND ARE INCORPORATED HEREIN EXTERIOR LIGHTING HARTRANFT LIGHTING STUDIOS Diane McNabb Rodriguez - diane@hartranftlighting.com Sarah Boyer - sarah@hartranftlighing.com LUMINAIRE SCHEDULE - CONSTRUCTION DOCUMENTATION 12 13 14 15 16 17 18 19 20CUSTOM OR CUSTOMIZED LUMINAIRE: WHERE NOTED REFERS TO EITHER A LUMINAIRE DESIGNED FOR THIS SPECIFIC PROJECT ONLY, OR MAY REFER TO A SPECIFIC ELEMENT OF THE LUMINAIRE THAT IS BEING CHANGED FOR USE WITHIN THIS PROJECT. IN EITHER CASE, BIDDERS ARE ENCOURAGED TO COMMUNICATE WITH MANUFACTURERS WHERE NOTED DURING THE PREPARATION OF BIDS AND TO REFER ANY QUESTIONS TO THE DESIGN TEAM IN THE FORM OF RFI'S. REQUESTS FOR CHANGE ORDERS THAT COULD HAVE BEEN RESOLVED IN ADVANCE, BASED ON THE INFORMATION PROVIDED AND A STANDARD RFI WILL NOT BE HONORED OR REFERRED TO THE CLIENT. IN INSTANCES WHERE THE LUMINAIRE IS DESCRIBED AS IN DEVELOPMENT WITH THE SELECTED MANUFACTURER, CONFIRM THAT PROVIDED PRICE IS SUFFICIENT TO INCLUDE ADJUSTMENTS TO THE OVERALL SIZE, FINISH, MATERIALS, ETC. DURING THE SUBMISSION PROCESS. "FOCUSING REQUIRED", WHEN NOTED, REQUIRES CONTRACTOR TO PROVIDE ALLOWANCE FOR LABOR, SCAFFOLDING, AND TOOLS TO ADJUST, AIM, OR INSTALL LUMINAIRES AND ACCESSORIES PER THE LIGHTING CONSULTANT'S DIRECTION DURING EVENING HOURS (IF REQUIRED). FOCUSING CAN ONLY OCCUR AFTER INSTALLATION AND CONFIRMED OPERATION OF ALL LUMINAIRES, AND AFTER THE CONTRACTOR HAS VERIFIED INSTALLATION AND CONFIRMED OPERATION OF CONTROL SYSTEMS. SPECIFIC ARCHITECTURAL ORNAMENT OR ART INTENDED TO BE ILLUMINATED MUST BE IN PLACE PRIOR TO FOCUS SESSION. A. WHEN KNOWN INITIAL AIMING ANGLES ARE DEFINED ABOVE, LUMINAIRES MAY BE "PRE-AIMED" AS INDICATED. HOWEVER, THESE "INITIAL" AIMING ANGLES WILL BE VERIFIED IN THE FIELD BY THE LIGHTING DESIGNER AND MAY REQUIRE ADDITIONAL RE-AIMING FOR FINAL FOCUSING. B. DURING FINAL FOCUSING THE LIGHTING DESIGNER WILL PROVIDE AIMING DIRECTION, INSTRUCTION, AND DEFINE AIMING ANGLES FOR TYPICAL LUMINAIRES SO THE CONTRACTOR MAY COMPLETE THE FOCUSING DURING DAYTIME HOURS. THE CONTRACTOR IS TO LOCK BUT NOT OVER-TIGHTEN ALL LUMINAIRES SO THAT LAMPHOLDERS WILL NOT MOVE DURING SUBSEQUENT RELAMPING. "CUSTOM COLOR", WHEN NOTED, REQUIRES THE CONTRACTOR TO COORDINATE AND PROVIDE SPECIAL COLORS. CONTRACTOR TO VERIFY ALL OCCURRENCES WITH THE ARCHITECT, AND NOTE LUMINAIRE TYPES MAY BE INSTALLED AT DIFFERENT ARCHITECTURAL CEILING OR WALL FINISHES, THUS SEPARATE COLORS FOR EACH MATERIAL MAY BE REQUIRED. INCLUDE WITHIN COST ADDITIONAL SET-UP CHARGES FOR "CUSTOM COLORS". ATTIC STOCK: CONTRACTOR TO INCLUDE COST OF 20% ATTIC STOCK IN BID FOR THE FOLLOWING TYPES OF LUMINAIRES, ACCESSORIES, AND COMPONENTS: LINEAR LUMINAIRE TYPES IN QUANTITIES AND LENGTHS AS REPRESENTED IN THE DRAWINGS, LENSES, REMOVABLE LUMINAIRE TRIMS, DRIVERS, BOTH REMOTE AND INTEGRAL, HOUSINGS, WHERE LUMINAIRE AND HOUSING ARE SEPARATE ENTITIES, CUSTOMIZED COMPONENTS INCLUDING HOUSINGS WITH CUSTOMIZED FINISHES (ARMS, MOUNTING BRACKETS, ETC.). LUMINAIRE TYPES WHICH ARE SUPPLIED ON SPOOLS, REQUIRE ONE ADDITIONAL FULL SPOOL . CONTROL SYSTEM: CONTRACTOR TO PROVIDE PERSONNEL AND EQUIPMENT AS REQUIRED BY LIGHTING CONTROL SYSTEM MANUFACTURER FOR SYSTEM START-UP, LEVEL SET, AND COMMISSIONING. UNDER NO CIRCUMSTANCES SHALL CONTRACTOR EXCLUDE THE COST OF FACTORY START-UP AND TRAINING VISITS FROM THEIR BID IF SUCH SERVICES ARE REQUIRED BY CONTROL SYSTEM MANUFACTURER. CONTRACTOR TO NOTE THAT CONTROL SYSTEM MANUFACTURER MAY HAVE SPECIFIC TIME-LINES AND/OR REQUIRED, PHASED, SITE VISITS DURING THE INSTALLATION OF THE SYSTEM AND TO COORDINATE SAME WITH PROJECT SCHEDULE AND LEAD TIME. A. AS NOTED IN #4 ABOVE, ALL DIMMING, SENSOR OPERATION, AND CONTROL ZONE GROUPINGS SHALL BE TESTED AND OPERATIONAL PRIOR TO COMMENCING ANY START-UP ACTIVITIES. A CONTROL SYSTEMS INTEGRATOR IS REQUIRED FOR THIS PROJECT. GENERAL CONTRACTOR, OR THEIR ELECTRICAL SUB TO CONTRACT WITH A QUALIFIED LIGHTING CONTROL SYSTEMS INTEGRATOR TO ENSURE THAT THE CONTROL INTENT SPECIFIED ELSEWHERE CAN BE ACHEIVED AND THAT THE LUMINAIRES CONTROLED VIA DMX-512A AND THOSE CONTROLED BY OTHER PROTOCOLS CAN BE OPERATED SIMALTANEOUSLY AND WITHOUT VISIBLE LAGS. DO NOT EXCLUDE THE COST OF SAID INTEGRATOR FROM THE BID. INTEGRATOR SHALL BE RESPONSIBLE FOR CODE SEQUENCES AS DETAILED ELSEWHERE. LED REPLACEMENT LAMPS: WHERE NOTED REQUIRES DISTRIBUTOR TO COORDINATE AND PROVIDE APPROPRIATE LED REPLACEMENT LAMPS FOR LUMINAIRES WITH SCREW BASE SOCKETS. TAKE CARE TO ASSURE THAT ALL REPLACEMENT LAMPS, REGARDLESS OF BASE ARE CONSISTENT IN COLOR APPEARANCE AND WILL DIM WITH SPECIFIED SYSTEM. ALL NON-SHIELDED LAMPS SHALL HAVE FILAMENT STYLE LIGHT ELEMENT. PROVIDE A FULL SUITE OF LAMPS FOR LIGHTING DESIGNER'S APPROVAL WITH SUBMISSION. PROVIDE A COMPLETE LIST OF ALL LAMPS WHICH WILL BE FURNISHED ON THE PROJECT. THIS LIST SHALL BE ORGANIZED ALPHABETICALLY BY LUMINAIRE TYPE INDICATED ON THE LUMINAIRE SCHEDULE, AND INCLUDE THE MANUFACTURER AND EXACT MODEL ORDERING CODE OF EACH LAMP. SUBMIT SHOP DRAWINGS TO THE ARCHITECT AND LIGHTING CONSULTANT FOR REVIEW AND APPROVAL IN ACCORDANCE WITH ARCHITECT'S GENERAL TERMS AND CONDITIONS. DO NOT OBTAIN LUMINAIRES WITHOUT APPROVAL. A. SHOP DRAWINGS FOR ALL LIGHTING EQUIPMENT SHALL INCLUDE DETAILS AND CUTS OF EACH LUMINAIRE TYPE, AND SHALL INCLUDE INFORMATION ON LIGHT SOURCE, HOUSING SIZE AND MATERIAL, DRIVER TYPE (WHERE APPLICABLE), LENSES, BAFFLES, FINISHES, AND MEANS AND METHODS OF ATTACHMENT AND SUPPORT, JOINING, AND ELECTRICAL CONNECTION. B. IN ADDITION, SHOP DRAWINGS FOR CONTINUOUS OR CUSTOM LENGTH LIGHTING EQUIPMENT REQUIRE FIELD DIMENSIONS, AND SHOP DRAWINGS SHALL INCLUDE FIELD DIMENSIONS AND LAYOUTS. CONTROL SAMPLES WHEN REQUESTED, SUBMIT AT LEAST 1 WORKING SAMPLE OF EACH LUMINAIRE TYPE SPECIFIED FOR USE AS A CONTROL SAMPLE TO VERIFY COLOR FIDELITY AND COMPATABILITY WITH CONTROL SYSTEM. CONTROL SAMPLES SHALL BE PROVIDED DURING SHOP DRAWING SUBMITAL PROCESS AND SHALL BE OF THE SAME BIN/PRODUCTION RUN AS THE LUMINAIRES ULTIMATELY SUPPLIED FOR THE PROJECT AS A WHOLE. AFTER APPROVAL, CONTROL SAMPLES MAY BE INSTALLED AS PART OF THE OVERALL LUMINAIRE COUNT, OR MAY SERVE AS A PORTION OF THE ATTIC STOCK REQUIRED FOR THE PROJECT. LUMINAIRES SPECIFIED AS PART OF A SERIES (HA, HA-1, E.G.) MAY BE REPRESENTED BY A SINGLE SAMPLE, BUT ADDITIONAL UNITS MAY STILL BE REQUIRED AS ATTIC STOCK.