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HomeMy WebLinkAboutILM Phase 1B NHC Comment Tracking - Combined Response 6.19.2025Consultant Response Department Contact Comment 1 Planning Katherine May (910) 789-7442 General Comments - Zoning AC, Airport Commerce. Use: Parking N/A 2 Planning Katherine May (910) 789-7443 UDO Section 5.1, Parking and Loading - Please note that the UDO requires all commercial development that exceeds 25 parking spaces to provide conduit for future Electric Vehicle Parking - EV Capable Spaces. The number of EV spaces is calculated based on 20% of the parking provided. This caps at a maximum of 15 EV-Capable spaces per project. Please indicate on the site plan which spaces will be EV-Capable and there the conduit will be run. In Phase 1B there will be 2 EV charging spaces in the cell phone lot seen on Sheet E201. There are 16 dedicated spaces to EV charging in the premium lot in the Phase 2 design for future use. This represents a total of 18 EV capable spaces for the cumulative project. See Sheets E-202 and E-312 of the Phase 2 Volume 3 drawings for conduit layout. These plans can be seen on sheets 29 and 30 of the response document. 3 Planning Katherine May (910) 789-7444 UDO Section 5.2 - Traffic, Access and Connectivity - Not applicable to this project N/A 4 Planning Katherine May (910) 789-7445 UDO Section 5.3 - Tree Retention - In accordance with G.S. 153A-123h the County cannot require the enforcement of landscape requirements involving trees. It appears no trees will be removed for this project, please confirm. Per the plans, there are trees removals identified on sheets CD-101 through CD-105 of the Existing Conditions and Demolition plans, which have identified 56 trees. During construction, there will be further assessment of tree removals to determine final removal requirements and potential relocation/replanting, if possible. These trees will be relocated on site to the maximum extent possible. Airports are exempt from tree planting requirements (NC State Statute 153A-123(h)), however, the final landscaping plan shown in the Phase 1B and Phase 2 documents (LS Series) follows the UDO Landscaping and Buffering section to the max extent possible to allow for NHC conformance without introducing a bird attractant tree to airport property. Phase 1B final landscape plans are attached in sheets 4-16 of the response document. Phase 2 final landscape plans are attached in sheets 17-27 of the response document. 5a Planning Katherine May (910) 789-7446 UDO Section 5.4 - Landscaping and Buffering - Section 5.4.5.C of the UDO requires landscape areas in the interior of parking lots shall be equal to eight (8) percent of the total area. Please confirm total square footage of the new parking area. New parking area for Phase 1B Long Term Parking totals at 507,485.95 SF, current landscape for this phase is 26,459.76 SF. Additional parking for Lot F totals at 49,981.22 SF, and additional landscape in the lot totals 3,464.72 SF. Final landscaping design for the Long Term Parking Lot is completed in Phase 2 (BP-3) which will bring the total landscaped area near 8%. The cumulative project over the 3 Phases includes over 8% of landscaped area within the total project parking lots and drive lane area to meet NHC UDO requirements. Phase 1B final landscape plans are attached in sheets 4-16 of the response document. Phase 2 final landscape plans are attached in sheets 17-27 of the response document. Open or Closed Wilmington International Airport (ILM) Airport Boulevard and Parking Improvements Program, Bid Package 2 - Phase 1B New Hanover County TRC Review Comment Tracking - RS&H Response 6/19/2025 Comment Tracking No. TRC Comment TRC - Consultant Update 5b Planning Katherine May (910) 789-7447 UDO Section 5.4 - Landscaping and Buffering - Section 5.4.5.C of the UDO requires that no parking space shall be lcated more than 120 feet from an island. Please confirm that all parking spaces meet this requirement. All spaces meet this requirement. All final islands will be placed after Phase 2 (Bid Package 3) design in the long term lot. Please refer to the Phase 2 final design layout for a comprehensive look at the parking lot layout and spaces in relation to landscaped islands. While landscaping at airports is exempt from this requirement (NC State Statute 153A-123(h)) we have met the UDO standards. Phase 1B final landscape plans are attached in sheets 4-16 of the response document. Phase 2 final landscape plans are attached in sheets 17-27 of the response document. 5c Planning Katherine May (910) 789-7448 UDO Section 5.4 - Landscaping and Buffering - Section 5.4.5.B of the UDO requires 25 square feet of every linear foot of street yard frontage. Street yard will need to be added to the sections abutting Airport Blvd. Please show the calculation. The Wilmington Code of Ordinances does not provide Street Yard Calculations for Zoning District AC which is the Airport Zoning. The Airport has made efforts to meet the street yard requirements by placing plantings along the roadway entering and exiting the airport terminal. It is the intent to provide street yard landscaping to the maximum extent possible without negatively impacting the Airport's wayfinding and visual directions that allow passengers to get to the Terminal and parking lots. While Airports are exempt from landscaping requirements per NC State Statute 153A-123(h), the Wilmington International Airport has made efforts to meet UDO standards to the maximum extent possible. Phase 1B final landscape plans are attached in sheets 4-16 of the response document. Phase 2 final landscape plans are attached in sheets 17-27 of the response document. 5d Planning Katherine May (910) 789-7449 UDO Section 5.4 - Landscaping and Buffering - Admin building: foundation plantings are required per Section 5.4.7 of the UDO Foundations plantings around the admin building are in the Phase 2 Volume 4 package which are submitted as part of the Phase 2, Bid Package 3 permit application. These Phase 2 Landscape plans are also attached. 6 Planning Katherine May (910) 789-7450 UDO Section 5.5 - Lighting - FAA lighting standards preempt local regulations and therefore are not required. N/A 7 Planning Katherine May (910) 789-7451 UDO Section 5.6 - Signs - Section 5.6.2.E of the UDO states that the sign regulations do not apply if they are not visible from the perimeter of the property. N/A 8 Planning Katherine May (910) 789-7452 UDO Section 5.7 - Conservation Resources - This section of the UDO is not applicable to this project N/A 9 NHC Fire Services Ray Griswold (910) 798-7448 Fire Finals are required NHC Fire Services Permit has been submitted and approved for Phase 1B 10 NHC Fire Services Ray Griswold (910) 798-7449 We requested a fire hydrant be added just inside the parking area on one of the islands just inside the actual entry way. Coordination has been made with NHC Fire Services to comply with all hydrant distance requirements during Phase 1B of construction. 11 NHC Fire Services Ray Griswold (910) 798-7450 A KNOX Key override system is required at an entry gate as well as an EXIT gate Phase 1B Knox Box pedestal to be installed on Lane 7 at Exit Plaza, see Designa sheet ILM-PZ1 for details. Knox Box pedestal to be installed on Lane 6 at Entry Plaza, see Designa sheet ILM-PZ3 for details. This has been confirmed with NHC Fire Services 12 NHC Soil & Water Dru Harrison The soils are predominantly Leon sand (Le), Pantego loam (Pn) and Stallings fine sand (St) Noted. Geotechnical borings were completed to identify these soils prior to design. 13 NHC Soil & Water Dru Harrison According to the booklet "Wilmington/New Hanover Classifications of souls for Septic Tank Suitability" Stallings is Class II souls, and Leon and Pantego are Class III soils Noted. No septic is to be installed on this project. 14 NHC Soil & Water Dru Harrison The soil survey of New Hanover County lists stallings as somewhat poorly drained, Leon and Lynn Haven as poorly drained, and Pantego as very poorly drained. Noted. Geotechnical borings were completed to identify these soils prior to design. 15 NHC Soil & Water Dru Harrison Leon and Pantego, soils are on the New Hanover County Hydric Soils Ä list which means they are possibly wetland areas and subject to regulation under the Clean Water Act. Stallings us on the Hydric Soils "B" list, which means it may contain areas of wetland. It should be noted, according to the Soil Survey of New Hanover County, the limitation for dwellings with or without basements and for small commercial buildings is severe for all the soils on this site. The limitations re due to flooding and/or wetness. An adequate drainage and maintenance plan is needed for suitable housing. The project was permitted through the North Carolina DEQ. and Post Construction Stormwater Management Permit No. SW8 040836 was issued on August 20, 2024. No Wetlands were identified within the project limits. Geotechnical investigation was completed for the foundation of the administration building located on site and foundation analysis was performed by a structural engineer registered in the State of North Carolina. The building first floor was built above any designed high water elevations and is graded to drain by a sloped sidewalk encloser around all sides of the buildings. Adequate curb and gutter and stormwater inlets around the building will drain any water in the vicinity of the building. 16 NHC Soil & Water Dru Harrison The U.S. Army Corps of Engineers has federal jursidiction over 404 Permits and the NC Deperatment of Environmental Quality, Water Quality Division, has state jurisdiction over 401 Permits under the Clean Water Act. Before disturbing possible wetland areas, developers should contact these agencies to stay in compliance with State and Federal regulations. NCDEQ Post Construction Stormwater Management Permit was issued on August 20, 2024 Permit No. SW8 040836. No wetlands were identified within the project limits. 17 NHC Engineering Galen Jamison (910) 798-7072 If funding for this project comes from the Airport, an erosion control permit issued by NC DEQ will be requied. Should the funding be private, then erosion control permit will be issued by New Hanover County (NHC) Engineering. Please submit for permit as the design is completed. NCDEQ General Permit was issued on April 1, 2024. Coverage under General Permit No. NCG010000. 18 NHC Engineering Galen Jamison (910) 798-7073 Please contact the State for stormwater permit modification requirements NHC Stormwater Permit STMW-24-0046 was issued on December 3rd, 2024 for this project. 19 NHC Engineering Galen Jamison (910) 798-7074 Is the entire drainage area covered in the State stormwater? If so, the pre-post storm attenuation requirements of NHC will not be required. It appears a portion of the emergency access road is not within a State stormwater boundary. Yes. Note that the whole airport boundary is within the master permit area. 20 NHC Engineering Galen Jamison (910) 798-7075 All stormwater conveyance (inlets, pipes, culverts, ditches, etc.) measures outside the DOT ROW are subject to the NHC stormwater ordinance. Please submit the NHC Engineering for a stormwater permit for storm conveyance measures as the design is complete. NHC Stormwater Permit STMW-24-0046 was issued on December 3rd, 2024 for this project. 21 NHC Environmental Health Dustin Fenske (910) 798-6732 Environmental Health review fo a parking lot expansion is not needed. N/A 22 NHC Addressing Katherine May (910) 798-7443 New address not required unless requested by permitting N/A 23 Cape Fear Public Utility Authority Bernice Johnson (910) 332-6620 CFPUA TRC Comments provided are preliminary comments only. Utility Plan review required by CFPUA. CFPUA is moving toward becoming paperless. When ready to submit plan review package upload all documents to: https://www.cfpua.org/FormCenter/Engineering-3/Engineering-Plan-Review-103. CFPUA water and sewer available. CFPUA Plan Review will be required if any additions or changes are made to CFPUA water and sewer. Permit has been coordinated and submitted through the CFPUA online portal for this project. 24 NCDOT Nick Drees (910) 343-3915 Comments forthcoming NCDOT Comments have been addressed in relation to Hewlett Drive in Phase 1A. Approval Package regarding Permit D033- 065-24-0001 has been approved on May 1, 2025. 25 WMPO Greer Templer (910) 341-0107 No comments N/A 26 Army Corps of Engineers Brad Shaver (910) 251-4611 No comments N/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 INFO.SIGNSTRE E TINFO. SIGN INFO. SIGN SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN NCDOT R\W D ISK NCDOT R\W D ISK X X X CURB LINE CURB LINE CUR B LINE CUR B LINE CURB LINE CURB LINE X X X X X X M B-9BORE B-7BORE B-2BORE B-6BOR E B-4BORE LIMIT SIGN SPEED SIGNH\C SIGNH\CB-5 SIGN B-4 S IG N B- 3 SI G N B- 2 S I G N B- 1 SI GN C-1 SIGN C-2 SI G N C-3 S I G N C-4 SIGN C-5 SIGN C-5 S I G N C-5 SIGN B-5 SI G N B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGN C-4 SIGN C-3 SIGN B-3 SIGN C-2 SIGN B-2 SIGN C-1 SIGN B-1 SIGN STOP SIGN C-3 SIGN C-3 SIGN C-4 SIGN C-4 SIGN SIGNPARK I N G SIGNPARKING SIGNPARK I N G SIGNPARK I N G SIGNPARK I NG SIGNPARK I N G SIGNPARK I N G SIGNPARK I NGSIGNPARKING SIGNH\C SIGNH\C B-9BORE B-7BORE B-2BORE B-6BOR E B-4BORE 5' SIDE WALK CONC R E TE MARKER GRAVEL PAR K I NG CONS T R U C T I O N TRAILE R SIGNH\C SIGNH\C SIGNH\C INFO . B-5 SIGN B-4 S IG N B- 3 SI G N B- 2 S I G N B- 1 SI GN C-1 SIGN C-2 SI G N C-3 S I G N C-4 SIGN C-5 SIGN C-5 S I G N C-5 SIGN B-5 SI G N B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGN C-4 SIGN C-3 SIGN B-3 SIGN C-2 SIGN B-2 SIGN C-1 SIGN B-1 SIGN SIGN SIGN H\C SIG N H\C SIGN H\C SIGNH\C SIG N H\C SIGN H\C SIG NH\CSIGN H\C C-3 SIGN C-3 SIGN C-4 SIGN C-4 SIGN INFO. SIGN SIGNINFO . SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO. SIGNINFO . SIGNINFO. SIGNINFO. SIGNINFO. SIGN INFO . SIGN INFO. SIGN TICKET BOOTH SIGNPARK I N G SIGNPARKING SIGNPARK I N G SIGNPARK I N G SIGNPARK I NG SIGNPARK I N G STOPSIGNPARK I N G SIGNPARK I NGSIGNPARKING INFO. SIGN SIGNH\C SIGNH\C GENERATOR PAD SIGNINFO. SIGNINFO. X XX X X X X X X X X X X X X X X X X X X X X ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIV E X GRAVEL DRIVE SPOIL X X SIG N STOP SIGN BUILDING BUILDING BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLAR D BOLLARD FFE 28.75 EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT WALK CONC. W A L K CONCRETE GEN.ROOM 1'x1'STEEL CAP CONC. TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENT CONC. MH MHMH CONCRETE WALK H\CSIGN CREWCAR X GAT E FENC E LOT F A I R P O R T B L V D AR FF AC C ESS R OAD M O D E R N A V I A T I O N A C C E S S R O A D MODE RN AVIAT ION DRI V E W A Y AIRPOR T BL V D AIR POR T BL V D EMERGE N C Y A C C E S S R O A D H E W LETT D RIVE TRASK DRI VE TER M INA L HALL DRIVE GARDNER R OAD ARFF AC C ESS R OAD EM ER G EN C Y AC C E S S RO AD T E M P R D W Y AIRPO R T PAR K I NG LOT M ODE RN A V IA T ION PAR KIN G L O T LOT D LOT C LOT E L OT B LO T A DRIVEDOLAN XX XX XX XX XX SIGNPARK I N G INFO. SIGN SIGNINFO . STOP LIMIT SIGN SPEED INFO. SIGN INFO. SIGN STOP SIGN SIGN SIGNPARK I N G SIGNPARK I N G SIGNPARK I N G FENCE GATE FENCE FENCE ED G E O F P A V E M E N T FENCE FENCE CONC. WALK TRAFFIC SIGN XXXXXXXXXX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XXXXXXXX 1 5 2 3 4 SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B PROFESSIONAL SEAL Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 1 7 3 9 4 \ I L M B P 2 - 1 B 2 - L S - 1 0 0 _ R E V 3 . d w g Pl o t t e d b y : C o u r t e r , M e g a n Pl o t t e d o n : 9 / 2 9 / 2 0 2 4 7 : 4 7 P M WILMINGTON INTERNATIONAL AIRPORT NO RTH SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 400200200 200 100% DESIGN 08/09/2024 LS-100 MRC DMB AIRPORT LONG TERM PARKING LOT OVERALL LANDSCAPE PLAN LEGEND NOTES 1. EXISTING INFORMATION IS BASED ON: a. JULY 15, 2022 AND JANUARY 12,2024, SURVEY. b. LOT F IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROMILM CONSULTANT. 2. ALL PLAN SHEETS MUST BE PRINTED IN COLOR. 3. REFER TO ARCHITECTURE AND STRUCTURAL SHEETS FOR GUIDANCE ON PROPOSED CANOPIES. 4. REFER TO CIVIL SHEETS FOR PAVEMENT MARKING PLANS, GEOMETRY, AND DETAILS. 5. A COMPLETE AND FULLY AUTOMATIC IRRIGATION SYSTEM SHALL BE DESIGNED AND INSTALLED BY THE CONTRACTOR, INCLUDING THEMAIN LINE, LATERAL LINES, ELECTRICAL CONNECTIONS,CONNECTION TO THE DESIGNATED WATER SOURCE (CONTRACTORSHALL VERIFY ADEQUACY FOR IRRIGATION SYSTEM NEEDS), WIRING, ALL NECESSARY COMPONENTS (INCLUDING ISOLATION VALVES, PRESSURE REGULATORS, BACKFLOW PREVENTERS, EMITTERS, AND SPRINKLER HEADS), AND AN AUTOMATIC CONTROLLER. THE BID PRICE MUST ENCOMPASS THE DESIGN, MATERIALS, INSTALLATION, AND TESTING OF THIS ENTIRE SYSTEM,ENSURING IT ADEQUATELY COVERS ALL AREAS OF THE PLANNEDLANDSCAPE. CONTRACTOR RESPONSIBLE FOR ALL NECESSARYPERMITS FOR THE IRRIGATION SYSTEM. 6. THE CONTRACTOR SHALL DETERMINE THE SIZE AND LOCATION OF IRRIGATION SYSTEM SLEEVES PRIOR TO PARKING LOT PAVING. 7. IF THE DESIGNATED WATER SOURCE IS NOT CAPABLE OF PROVIDING ADEQUATE WATER PRESSURE OR VOLUME TO MEET THE IRRIGATION SYSTEM'S REQUIREMENTS, THE CONTRACTOR SHALLINCLUDE THE OPTION FOR A WELL INSTALLATION AS ANALTERNATIVE IN THEIR BID. THIS OPTION SHOULD INCLUDE ADETAILED COST BREAKDOWN FOR WELL DRILLING, PUMP INSTALLATION, AND ANY NECESSARY PERMITS. 8. MID-HIGH LEVEL LANDSCAPE AESTHETICS, CREATING A LUSH COASTAL THEME AND TEXTURED LOOK, SHALL BE IMPLEMENTED FOR THE AREAS SURROUNDING ENTRY AND EXIT CANOPY 1 & 2, AS WELL AS ALONG THE ROAD LEADING UP TO OR EXITING THEPARKING. THE PLANT PALETTE WILL FEATURE A MIX OF PALMS,TREES, ORNAMENTAL GRASSES, AND GROUNDCOVER WITH MULCHCOVER. LANDSCAPE LIGHTING WILL BE INSTALLED WITHIN THE LANDSCAPE AT ALL ENTRY AND EXIT CANOPIES. IRRIGATION WILL BE REQUIRED IN THESE AREAS ALSO. 9. AIRPORT BOULEVARD ENTRANCE AND EXIT AS WELL AS THE PARKING LOT PERIMETER WILL BE LANDSCAPED WITH A COASTAL THEME, AESTHETIC EARTHWORK MIMICKING COASTAL DUNESFEATURING MID-HIGH-LEVEL PLANTS, AND DROUGHT-TOLERANTCOASTAL PLANTS SUCH AS PALMS, TREES, ORNAMENTAL GRASSES, AND GROUNDCOVER. AN IRRIGATION SYSTEM WILL BE REQUIRED IN THESE AREAS. 10. THE EXISTING CRAPE MYRTLES IN THE MEDIAN BETWEEN THE AIRPORT BOULEVARD ENTRANCE AND EXIT WILL BE EVALUATED FOR RELOCATION TO THE ENTRANCE/EXIT CANOPIES AND OR THE AREAS BETWEEN THE PARKING LOT PERIMETER AND AIRPORTBOULEVARD. 11. BUS SHELTERS 1 AND 2 LINEAR SIDEWALKS WITH A PICTURE FRAME DETAIL, FINISHED WITH EITHER A MEDIUM BROOM FINISH OR LIGHT SANDBLAST. THE BROOM FINISH IF SELECTED WILL BE LAID TRANSVERSE TO THE PATH OF TRAVEL, WITH SCORING AT 9-FOOT INTERVALS TO ALIGN WITH PARKING SPACE STRIPING. 12. BUS SHELTER PADS WILL INCORPORATE DECORATIVE PATTERNED CONCRETE WITH WAVE PATTERN SCORING AND SANDBLASTTEXTURE. 13. PROVIDE MOCK UP OF ALL DECORATIVE CONCRETE SIDEWALKFINISHES. 14. AIRPORTS ARE EXEMPT FROM ANY LOCAL ORDINANCE RELATED TO TREES NORTH CAROLINA GENERAL STATUTE 153A-123(H). RRS PROPOSED ASPHALT PAVEMENT FUTURE PARKING FUTURE PARKING ADDENDUM 1 8/23/241 1 1 1 3 ADDENDUM 3 9/27/243 3 INF O . SIG NST R E E T INF O . S I G N INF O . S I G N SIG N ST O P S I G N ST O P S I G N ST O P S I G N ST O P S I G N NC D O T R \ W D I S K 5' S I D E W A L K GR A V E L PA R K I N G CO N S T R U C T I O N TR A I L E R LEA S E A R E A O T H E R S 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 SIG NINF O . XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc. 1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION. ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B PROFESSIONAL SEAL Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 1 7 3 9 4 \ I L M B P 2 - 1 B 2 - L S - 1 0 0 . d w g Pl o t t e d b y : Co u r t e r , M e g a n Pl o t t e d o n : 8/ 9 / 2 0 2 4 9 : 5 4 A M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 NOR T H 100% DESIGN 08/09/2024 INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP ) INV. 13.72 (N) INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWE R YARD INLETRIM 21.40INV. 16.44 (W) STORM SEW E R MANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E) INV. 12.42 (S ) INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N) INV. 12.67 (E ) INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALL STORM SEWERMANHOLERIM 24.51INV. 15.24 (NW) INV. 13.23 (N E ) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E) INV. 17.87 (S) STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWERMANHOLERIM 24.21INV. 13.27 (E) INV. 13.26 (W ) STORM SEWER YARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W) STORM SEW E R MANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W) STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W) STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W) STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W) STORM SEWERYARD INLET RIM 26.71INV. 23.30 (E)INV. 23.28 (W) STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N) INV. 21.29 (W ) INV. 19.71 (E)INV. 18.48 (S) STORM SEWER YARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E ) INV. 15.23 (W) STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W) INV. 15.79 INV. 15.91 INV. 15.83 Alle g h e n y D r i v e STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S) STORM SEWERCURB INLETRIM 24.50 (EO P ) INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP)INV. 13.76 (E) STORM SEWERMANHOLERIM BURIED STORM SEWE R MANHOLERIM 23.84INV. 13.35 (S) STORM SEW E R YARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S) STORM SEWE R YARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W) INV. 19.41 (S) STORM SEW E R YARD INLETRIM 27.00 INV. 13.23 (S) INV. 19.73 (S ) INV. 18.99 INV. 19.33 INV. 20.17 INV. 20.99 INV. 20.37 STORM SEWER YARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWER YARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S) STORM SEWE R MANHOLERIM 25.11INV. 6.52 STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPRIP-RAP STORM SEWERMANHOLERIM 22.71INV. 15.46 (E) INV. 14.39 (S)INV. 14.13 (W) STORM SEWERMANHOLERIM 23.46INV. 15.37 (E) INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWERYARD INLETRIM 20.75INV. 7.37 (E) STORM SEWE R YARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N) INV. 17.22 (E)INV. 17.20 (S) STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89 STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90 INV. 23.08 INV. 24.19RIP-RAPINV. 23.98 STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWER YARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEW E R CURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W) RIP-RAPINV. 26.57 INV. 26.37 INV. 26.36 INV. 25.34 INV. 25.07 INV. 26.89 RIP-RAPINV. 26.34 STORM SEWER CURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWER CURB INLETEOP 3302INV. 30.71 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEW E R YARD INLETRIM 37.90INV. 33.80 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S) INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWER CURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W) STORM SEWER CURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W) STORM SEWERCURB INLET EOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S) INV. 26.67 (N ) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWERCURB INLET EOP 38.96INV. 36.08 (E ) INV. 35.90 (W ) STORM SEWERMANHOLERIM 41.90 INV. 38.91 ( S ) INV. 37.69 ( E ) INV. 37.47 ( W ) STORM SEWE R MANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEW E R MANHOLERIM 42.01INV. 37.67 ( W ) INV. 37.62 ( S ) INV. 37.47 ( E ) STORM SEWERCURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVE D OVER)0 STORM SEWERCURB INLETEOP 30.68 INV.26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWERYARD INLETRIM 21.60 INV.13.28 (N) INV.13.29 (S) STORM SEWER MANHOLE RIM 2 2 . 3 6 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM19.46INV. 15.54 (S) STORM SEWER MANHOLE RIM 2 2 . 3 6 INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S) STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV.12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP) INV. 12.77 (N) IN V . 12.75 (E) M STOP INFO. 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SIGNL\PL\PL\PSIGNINFO.ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVE GRAVEL DRIVE SPOIL SIGN STOP SIGN BUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF P A V E M E N T EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT FENCE FENCE FENCE WALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 05 KEY MAP LS-101 AIRPORT LONG TERM PARKING LOT LANDSCAPE PLAN (SHEET 1 OF 5) MA T C H L I N E S E E L S - 1 0 2 MATCHLINE SEE LS-103 NOTES MRC DMB RRS ENTRY CANOPY 2 D LEGEND A B C D E F (0) PARKING LOT ISLAND A - SEE LS-107 FOR ENLARGEMENTS (0) PARKING LOT ISLAND B - SEE LS-107 FOR ENLARGEMENTS (0) PARKING LOT ISLAND C - SEE LS-107 FOR ENLARGEMENTS (4) PARKING LOT ISLAND D - SEE LS-107 FOR ENLARGEMENTS (0) PARKING LOT ISLAND E - SEE LS-107 FOR ENLARGEMENTS (0) PARKING LOT ISLAND F - SEE LS-107 FOR ENLARGEMENTS PROPOSED ASPHALT PAVEMENT D D D 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022 AND JANUARY 12,2024, SURVEY. b.LOT F IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. 2.ALL PLAN SHEETS MUST BE PRINTED IN COLOR. 3.SEE LS-108 FOR PLANT QUANTITIES. 4.THE PROPOSED LANDSCAPE PLANTINGS, INCLUDING TREES, PALMS, ORNAMENTAL GRASSES, AND GROUNDCOVER, WILL BE COORDINATED WITH THE PLACEMENT OF THE PROPOSED PARKING LOT LIGHT POLES IN SUBSEQUENT SUBMITTALS. THIS COORDINATION IS CRUCIAL TO ENSURE THE SAFETY OF BOTH PEDESTRIANS AND VEHICULAR TRAFFIC, AS WELL AS THE FUNCTIONALITY OF BOTH ELEMENTS. CONSIDERATION SHOULD BE GIVEN 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. CELL PHONE LOT X X X X X X X X X X X X X X X X X X X X SIG NH\C X X X X X X X X X X X LOT B LOT A TRADE W I N D S D R I V E XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc. 1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION. ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B PROFESSIONAL SEAL Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 1 7 3 9 4 \ I L M B P 2 - 1 B 2 - L S - 1 0 0 . d w g Pl o t t e d b y : Co u r t e r , M e g a n Pl o t t e d o n : 8/ 9 / 2 0 2 4 9 : 5 4 A M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 NOR T H 100% DESIGN 08/09/2024 LS-102 XXX XXX XXX INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP ) INV. 13.72 (N) INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWE R YARD INLETRIM 21.40INV. 16.44 (W) STORM SEW E R MANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E) INV. 12.42 (S ) INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N) INV. 12.67 (E ) INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALL STORM SEWERMANHOLERIM 24.51INV. 15.24 (NW) INV. 13.23 (N E ) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E) INV. 17.87 (S) STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWERMANHOLERIM 24.21INV. 13.27 (E) INV. 13.26 (W ) STORM SEWER YARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W) STORM SEW E R MANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W) STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W) STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W) STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W) STORM SEWERYARD INLET RIM 26.71INV. 23.30 (E)INV. 23.28 (W) STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N) INV. 21.29 (W ) INV. 19.71 (E)INV. 18.48 (S) STORM SEWER YARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E ) INV. 15.23 (W) STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W) INV. 15.79 INV. 15.91 INV. 15.83 Alle g h e n y D r i v e STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S) STORM SEWERCURB INLETRIM 24.50 (EO P ) INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP)INV. 13.76 (E) STORM SEWERMANHOLERIM BURIED STORM SEWE R MANHOLERIM 23.84INV. 13.35 (S) STORM SEW E R YARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S) STORM SEWE R YARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W) INV. 19.41 (S) STORM SEW E R YARD INLETRIM 27.00 INV. 13.23 (S) INV. 19.73 (S ) INV. 18.99 INV. 19.33 INV. 20.17 INV. 20.99 INV. 20.37 STORM SEWER YARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWER YARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S) STORM SEWE R MANHOLERIM 25.11INV. 6.52 STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPRIP-RAP STORM SEWERMANHOLERIM 22.71INV. 15.46 (E) INV. 14.39 (S)INV. 14.13 (W) STORM SEWERMANHOLERIM 23.46INV. 15.37 (E) INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWERYARD INLETRIM 20.75INV. 7.37 (E) STORM SEWE R YARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N) INV. 17.22 (E)INV. 17.20 (S) STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89 STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90 INV. 23.08 INV. 24.19RIP-RAPINV. 23.98 STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWER YARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEW E R CURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W) RIP-RAPINV. 26.57 INV. 26.37 INV. 26.36 INV. 25.34 INV. 25.07 INV. 26.89 RIP-RAPINV. 26.34 STORM SEWER CURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWER CURB INLETEOP 3302INV. 30.71 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEW E R YARD INLETRIM 37.90INV. 33.80 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S) INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWER CURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W) STORM SEWER CURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W) STORM SEWERCURB INLET EOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S) INV. 26.67 (N ) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWERCURB INLET EOP 38.96INV. 36.08 (E ) INV. 35.90 (W ) STORM SEWERMANHOLERIM 41.90 INV. 38.91 ( S ) INV. 37.69 ( E ) INV. 37.47 ( W ) STORM SEWE R MANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEW E R MANHOLERIM 42.01INV. 37.67 ( W ) INV. 37.62 ( S ) INV. 37.47 ( E ) STORM SEWERCURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVE D OVER)0 STORM SEWERCURB INLETEOP 30.68 INV.26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWERYARD INLETRIM 21.60 INV.13.28 (N) INV.13.29 (S) STORM SEWER MANHOLE RIM 2 2 . 3 6 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM19.46INV. 15.54 (S) STORM SEWER MANHOLE RIM 2 2 . 3 6 INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S) STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV.12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP) INV. 12.77 (N) IN V . 12.75 (E) M STOP INFO. SIGN INFO. SIGN LIMIT SIGNSPEED SIGNPARKING SIGNPARKING LIMIT SIGNSPEED INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNSIGNSTREET B-9BORE B-7BORE B-2BOREB-6BORE B-4BORE INFO. SIGN EXIT SIGN LIMIT SIGNSPEEDSIGNH\C SIGNH\C SIGNH\CINFO. SIGN INFO. SIGN INFO. SIGN LIMIT SIGNSPEED INFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGN C-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGNSTOPSIGN STOP SIGN SIGNSTREETSIGNYIELDSIGNYIELDSIGNINFO.SIGNSTREETSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNYIELDSIGNINFO. SIGNILM SIGNINFO.LIGHT POLETRAFFIC PED.TRAFFICSIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN SIGNINFO.SIGNINFO. 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SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SIG NC-3 SIGN C-4 SIG N C-4 SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\P ELEC.VAULT SIGNPARKING EDGE OF PAV E M E N T EDGE OF P A V E M E N T EDGE OF PA V E M E N TELEC.VAULT ELEC.VAULTINFO. SIGN LIMIT SIGNSPEED SIGNELEC.PANELSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED. ELEC.PED.SIGNINFO. SIGN INFO.SIGNELEC.PED.INFO.SIGN TICKETBOOTH ELEC.PED.ELEC.VAULTSIGNPARKINGL\PSIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGL\PSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGELEC.PED.ELEC.PANELINFO.SIGNSIGNH\CSIGNH\C EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEM E N T EDGE OF PAVEMENTEDGE OF PAVEMEN T EDGE OF PAVEM E N T EDGE OF PA V E M E N T EDGE OF P A V E M E N T EDGE OF P A V E M E N T DUCTVAULT FAAMARKER GENERATORPADBACK FLOWPREVENTER WATERMETEREDGE OF PAVEM E N T EDGE OF PAVEMENT EDGE OF PAVEMENT INFO. SIGN TELE.VAULT ELEC.VAULTL\PL\PL\PL\PL\PL\PELEC.VAULT TELE.VAULTELEC.VAULTW\VENCLOSURE TELE.VAULTELEC.VAULT SIGNINFO. TELE.MH TELE.MHELEC.MH.L\PELEC.TRANS. INFO. SIGNELEC.TRANS. SIGN INFO. SIGNL\PL\PL\PSIGNINFO.ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVE GRAVEL DRIVE SPOIL SIGN STOP SIGN BUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF P A V E M E N T EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT FENCE FENCE FENCE WALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 05 KEY MAP AIRPORT LONG TERM PARKING LOT LANDSCAPE PLAN (SHEET 2 OF 5) MA T C H L I N E S E E L S - 1 0 1 MATCHLINE SEE LS-104 NOTES MRC DMB RRS ENTRY CANOPY 1 EMERGE N C Y A C C E S S R O A D EDD LEGEND A B C D PROPOSED ASPHALT PAVEMENT E F (0) PARKING LOT ISLAND A - SEE LS-107 FOR ENLARGEMENTS (0) PARKING LOT ISLAND B - SEE LS-107 FOR ENLARGEMENTS (0) PARKING LOT ISLAND C - SEE LS-107 FOR ENLARGEMENTS (2) PARKING LOT ISLAND D - SEE LS-107 FOR ENLARGEMENTS (1) PARKING LOT ISLAND E - SEE LS-107 FOR ENLARGEMENTS (0) PARKING LOT ISLAND F - SEE LS-107 FOR ENLARGEMENTS 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022 AND JANUARY 12,2024, SURVEY. b.LOT F IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. 2.ALL PLAN SHEETS MUST BE PRINTED IN COLOR. 3.SEE LS-108 FOR PLANT QUANTITIES. 4.THE PROPOSED LANDSCAPE PLANTINGS, INCLUDING TREES, PALMS, ORNAMENTAL GRASSES, AND GROUNDCOVER, WILL BE COORDINATED WITH THE PLACEMENT OF THE PROPOSED PARKING LOT LIGHT POLES IN SUBSEQUENT SUBMITTALS. THIS COORDINATION IS CRUCIAL TO ENSURE THE SAFETY OF BOTH PEDESTRIANS AND VEHICULAR TRAFFIC, AS WELL AS THE FUNCTIONALITY OF BOTH ELEMENTS. CONSIDERATION SHOULD BE GIVEN 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. XX XX XX XX XX XX XX XX XX XX XX XX XX SIG NPAR K I NG INFO. SI G N STOP SIGN XX XX XX XX SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B PROFESSIONAL SEAL Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 1 7 3 9 4 \ I L M B P 2 - 1 B 2 - L S - 1 0 0 _ R E V 3 . d w g Pl o t t e d b y : C o u r t e r , M e g a n Pl o t t e d o n : 9 / 2 9 / 2 0 2 4 7 : 1 6 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 NO RTH 100% DESIGN 08/09/2024 LS-103 XXX XXX XXX INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N) INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) STORM SEWER MANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E) INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N) INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALL STORM SEWERMANHOLERIM 24.51INV. 15.24 (NW)INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E) INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWERMANHOLERIM 24.21INV. 13.27 (E) INV. 13.26 (W) STORM SEWER YARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W) STORM SEWER MANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W) STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W) STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W) STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W) STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W) STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N)INV. 21.29 (W) INV. 19.71 (E)INV. 18.48 (S) STORM SEWER YARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W) STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W) INV. 15.79 INV. 15.91 INV. 15.83 Allegheny Drive STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S) STORM SEWERCURB INLETRIM 24.50 (EOP) INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP)INV. 13.76 (E) STORM SEWERMANHOLERIM BURIED STORM SEWER MANHOLERIM 23.84INV. 13.35 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S) STORM SEWER YARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W)INV. 19.41 (S) STORM SEWER YARD INLETRIM 27.00 INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33 INV. 20.17 INV. 20.99 INV. 20.37 STORM SEWER YARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWERYARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S) STORM SEWERMANHOLERIM 25.11INV. 6.52 STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPRIP-RAP STORM SEWERMANHOLERIM 22.71INV. 15.46 (E) INV. 14.39 (S)INV. 14.13 (W)STORM SEWERMANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWERYARD INLETRIM 20.75INV. 7.37 (E) STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N) INV. 17.22 (E)INV. 17.20 (S) STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89 STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90 INV. 23.08 INV. 24.19RIP-RAPINV. 23.98 STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWER CURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W) RIP-RAPINV. 26.57 INV. 26.37 INV. 26.36 INV. 25.34 INV. 25.07 INV. 26.89 RIP-RAPINV. 26.34 STORM SEWER CURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWERCURB INLETEOP 3302INV. 30.71 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWER YARD INLETRIM 37.90INV. 33.80 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S)INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S) INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWERCURB INLETEOP 38.96INV. 36.08 (E) INV. 35.90 (W) STORM SEWERMANHOLERIM 41.90INV. 38.91 ( S) INV. 37.69 (E) INV. 37.47 (W) STORM SEWERMANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEWERMANHOLERIM 42.01INV. 37.67 (W)INV. 37.62 (S)INV. 37.47 (E) STORM SEWERCURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVED OVER)0 STORM SEWERCURB INLETEOP 30.68 INV.26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWERYARD INLETRIM 21.60 INV.13.28 (N) INV.13.29 (S) STORM SEWER MANHOLE RIM 22.36 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM19.46INV. 15.54 (S) STORM SEWER MANHOLE RIM 22.36 INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S) STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV.12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP) INV. 12.77 (N) INV. 12.75 (E) M STOP INFO. SIGN INFO. SIGN LIMIT SIGNSPEED SIGNPARKING SIGNPARKING LIMIT SIGNSPEED INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNSIGNSTREET B-9BORE B-7BORE B-2BOREB-6BORE B-4BORE INFO. SIGN EXIT SIGN LIMIT SIGNSPEEDSIGNH\C SIGNH\C SIGNH\CINFO. SIGN INFO. SIGNINFO. SIGN LIMIT SIGNSPEED INFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGNSTOPSIGN STOP SIGN SIGNSTREETSIGNYIELDSIGNYIELDSIGNINFO.SIGNSTREETSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNYIELDSIGNINFO. SIGNILM SIGNINFO.LIGHT POLETRAFFIC PED.TRAFFICSIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN SIGNPARKING INFO. SIGN LIMIT SIGNSPEED SIGNSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGN INFO.SIGNINFO.SIGNSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING STOPSIGNPARKINGSIGNPARKINGSIGNPARKINGINFO.SIGNSIGNH\CSIGNH\C INFO. SIGN SIGNINFO. INFO. SIGN SIGN INFO. SIGN SIGNINFO.L\PL\PL\P L\P P\P P\PP\PP\PP\PP\PP\PP\PG\WG\WG\WG\W G\WG\WG\WG\WG\WSTOPELEC.VAULT INFO. SIGN INFO. SIGN LIMIT SIGNSPEED SIGNPARKING SIGNPARKING LIMIT SIGNSPEED INFO. SIGN INFO. SIGNELEC.VAULT INFO. SIGN INFO. SIGNSIGNSTREETELEC.BOXB-9BORE B-7BORE SWITCHCABINET B-2BOREB-6BOREAT&TVAULT B-4BORE INFO. SIGN OVERHEAD LINEEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT 5' SIDEWALK EXIT SIGNPED.BELLSOUTH CONCRETEMARKER LIMIT SIGNSPEEDPEDESTAL AT&TPEDESTAL ELEC. CONDUIT BLOCKFOOTER CONC.HEADWALL CONC.HEADWALLCONC.HEADWALLCONC.FLUME GRAVELPARKING CONSTRUCTIONTRAILERSIGNH\C SIGNH\C SIGNH\CL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\P L\P L\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\P L\P L\PL\PL\PL\PL\P L\PL\PINFO. SIGN INFO. SIGNINFO. SIGN LIMIT SIGNSPEEDL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\P L\P L\PL\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\P L\P L\P L\PL\PL\PAT&TPEDESTALL\PP\PL\PINFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN L\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PINFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGNL\PSTOP SIGNSTOP SIGNTELE.PED.ELEC.MH.TELE.MHELEC.MH. ELEC.MH.ELEC.MH.ELEC.MH.ELEC.MH. TELE.MHTELE.MH TELE.MH TELE.MH TELE.MHTELE.PED.FIBERVAULTELEC.VAULT STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGNSTOPSIGN STOP SIGN SIGNSTREETSIGNYIELDPANELELEC.SIGNYIELDSIGNINFO.SIGNSTREETSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\PL\P SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNYIELDVALVESEWERSIGNINFO.SIGNVAULT ELEC.PED.ELEC.METERSIGNILM SIGNINFO.VAULTFIBERLIGHT POLETRAFFIC VAULTFIBERVAULTSIGNALMARKERFIBERELEC.METERVAULTFIBERPED.TRAFFICSIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN L\PVAULTELEC. EDGE OF PAVEMENT EDGE OF PAVEMENT SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\P ELEC.VAULT SIGNPARKING EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTELEC.VAULT ELEC.VAULTINFO. SIGN LIMIT SIGNSPEED SIGNELEC.PANELSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED. ELEC.PED.SIGNINFO. SIGN INFO.SIGNELEC.PED.INFO.SIGN TICKETBOOTH ELEC.PED.ELEC.VAULTSIGNPARKINGL\PSIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGL\PSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGELEC.PED.ELEC.PANELINFO.SIGNSIGNH\CSIGNH\C EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTDUCTVAULT FAAMARKER GENERATORPADBACK FLOWPREVENTER WATERMETEREDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT INFO. SIGN TELE.VAULT ELEC.VAULTL\PL\PL\PL\PL\PL\PELEC.VAULT TELE.VAULTELEC.VAULTW\VENCLOSURE TELE.VAULTELEC.VAULT SIGNINFO. TELE.MH TELE.MHELEC.MH.L\PELEC.TRANS. INFO. SIGNELEC.TRANS. SIGN INFO. SIGNL\PL\PL\PSIGNINFO.ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVEGRAVEL DRIVE SPOIL SIGN STOP SIGN BUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT FENCE FENCE FENCE WALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 05 KEY MAP AIRPORT LONG TERM PARKING LOT LANDSCAPE PLAN (SHEET 3 OF 5) MA T C H L I N E S E E L S - 1 0 4 MATCHLINE SEE LS-101 MATCHLINE SEE LS-105 NOTES MRC DMB RRS E A C F BB BB LEGEND A B C D E F BUS SHELTER 2 EXITCANOPY2 E E A C A C C C C C C A C A C (5) PARKING LOT ISLAND A - SEE LS-107 FOR ENLARGEMENTS (4) PARKING LOT ISLAND B - SEE LS-107 FOR ENLARGEMENTS (10) PARKING LOT ISLAND C - SEE LS-107 FOR ENLARGEMENTS (0) PARKING LOT ISLAND D - SEE LS-107 FOR ENLARGEMENTS (3) PARKING LOT ISLAND E - SEE LS-107 FOR ENLARGEMENTS (1) PARKING LOT ISLAND F - SEE LS-107 FOR ENLARGEMENTS 1. EXISTING INFORMATION IS BASED ON: a. JULY 15, 2022 AND JANUARY 12,2024, SURVEY. b. LOT F IS BASED ON OCTOBER 2023 CADDFILE RECEIVED FROM ILM CONSULTANT. 2. ALL PLAN SHEETS MUST BE PRINTED INCOLOR. 3. SEE LS-108 FOR PLANT QUANTITIES. 4. THE PROPOSED LANDSCAPE PLANTINGS, INCLUDING TREES, PALMS, ORNAMENTAL GRASSES, AND GROUNDCOVER, WILL BE COORDINATED WITH THE PLACEMENT OF THEPROPOSED PARKING LOT LIGHT POLES INSUBSEQUENT SUBMITTALS. THISCOORDINATION IS CRUCIAL TO ENSURE THE SAFETY OF BOTH PEDESTRIANS AND VEHICULAR TRAFFIC, AS WELL AS THE FUNCTIONALITY OF BOTH ELEMENTS. CONSIDERATION SHOULD BE GIVEN TO MAINTAINING ADEQUATE CLEARANCE FORMAINTENANCE ACCESS OF THE LANDSCAPEAND AROUND THE LIGHT POLES, WHILE ALSOACHIEVING A VISUALLY APPEALING DESIGN THAT COMPLEMENTS THE OVERALL PARKING LOT AESTHETIC. CENTRAL LINEAR SIDEWALK- REFER TO LS-107 AND LS112 BUS SHELTER 1 LINEAR SIDEWALK - REFER TO CIVIL BUS SHELTER 2 LINEAR SIDEWALK - REFER TO CIVIL ADDENDUM 1 8/23/241 1 ADDENDUM 3 9/27/243 3 PROPOSED ASPHALT PAVEMENT, REFER TO CIVIL PROPOSED LANDSCAPING 3 3 REFER TO CIVIL REFER TO CIVIL REFER TO CIVIL REFER TO CIVIL X X X X X X X X CU R B L IN E CU R B LIN E X X X X X X X X X X X X X X X X X X X X X X X X X X X INFO. SIGN TICKET BOOT H FE NCE INFO. SIGN SIGNPARKING XX XX XX SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THEPROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORTTO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLELOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION.ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B PROFESSIONAL SEAL Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 1 7 3 9 4 \ I L M B P 2 - 1 B 2 - L S - 1 0 0 _ R E V 3 . d w g Pl o t t e d b y : C o u r t e r , M e g a n Pl o t t e d o n : 9 / 2 9 / 2 0 2 4 6 : 4 9 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 NO RTH 100% DESIGN 08/09/2024 LS-104 XXX XXX XXX INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP)INV. 13.72 (N) INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) STORM SEWER MANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E) INV. 12.42 (S)INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N) INV. 12.67 (E)INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALL STORM SEWERMANHOLERIM 24.51INV. 15.24 (NW)INV. 13.23 (NE) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E) INV. 17.87 (S)STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWERMANHOLERIM 24.21INV. 13.27 (E) INV. 13.26 (W) STORM SEWER YARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W) STORM SEWER MANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W) STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W) STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W) STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W) STORM SEWERYARD INLETRIM 26.71INV. 23.30 (E)INV. 23.28 (W) STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N)INV. 21.29 (W) INV. 19.71 (E)INV. 18.48 (S) STORM SEWER YARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E)INV. 15.23 (W) STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W) INV. 15.79 INV. 15.91 INV. 15.83 Allegheny Drive STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S) STORM SEWERCURB INLETRIM 24.50 (EOP) INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP)INV. 13.76 (E) STORM SEWERMANHOLERIM BURIED STORM SEWER MANHOLERIM 23.84INV. 13.35 (S) STORM SEWER YARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S) STORM SEWER YARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W)INV. 19.41 (S) STORM SEWER YARD INLETRIM 27.00 INV. 13.23 (S) INV. 19.73 (S) INV. 18.99 INV. 19.33 INV. 20.17 INV. 20.99 INV. 20.37 STORM SEWER YARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWERYARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S) STORM SEWERMANHOLERIM 25.11INV. 6.52 STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPRIP-RAP STORM SEWERMANHOLERIM 22.71INV. 15.46 (E) INV. 14.39 (S)INV. 14.13 (W)STORM SEWERMANHOLERIM 23.46INV. 15.37 (E)INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWERYARD INLETRIM 20.75INV. 7.37 (E) STORM SEWERYARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N) INV. 17.22 (E)INV. 17.20 (S) STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89 STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90 INV. 23.08 INV. 24.19RIP-RAPINV. 23.98 STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWERYARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEWER CURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W) RIP-RAPINV. 26.57 INV. 26.37 INV. 26.36 INV. 25.34 INV. 25.07 INV. 26.89 RIP-RAPINV. 26.34 STORM SEWER CURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWERCURB INLETEOP 3302INV. 30.71 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEWER YARD INLETRIM 37.90INV. 33.80 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S)INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWERCURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W) STORM SEWERCURB INLETEOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S) INV. 26.67 (N) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWERCURB INLETEOP 38.96INV. 36.08 (E) INV. 35.90 (W) STORM SEWERMANHOLERIM 41.90INV. 38.91 ( S) INV. 37.69 (E) INV. 37.47 (W) STORM SEWERMANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEWERMANHOLERIM 42.01INV. 37.67 (W)INV. 37.62 (S)INV. 37.47 (E) STORM SEWERCURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVED OVER)0 STORM SEWERCURB INLETEOP 30.68 INV.26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWERYARD INLETRIM 21.60 INV.13.28 (N) INV.13.29 (S) STORM SEWER MANHOLE RIM 22.36 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM19.46INV. 15.54 (S) STORM SEWER MANHOLE RIM 22.36 INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S) STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV.12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP) INV. 12.77 (N) INV. 12.75 (E) M STOP INFO. SIGN INFO. SIGN LIMIT SIGNSPEED SIGNPARKING SIGNPARKING LIMIT SIGNSPEED INFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNSIGNSTREET B-9BORE B-7BORE B-2BOREB-6BORE B-4BORE INFO. SIGN EXIT SIGN LIMIT SIGNSPEEDSIGNH\C SIGNH\C SIGNH\CINFO. SIGN INFO. SIGNINFO. SIGN LIMIT SIGNSPEED INFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGN STOP SIGNSTOP SIGN STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGNSTOPSIGN STOP SIGN SIGNSTREETSIGNYIELDSIGNYIELDSIGNINFO.SIGNSTREETSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNYIELDSIGNINFO. SIGNILM SIGNINFO.LIGHT POLETRAFFIC PED.TRAFFICSIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN SIGNPARKING INFO. SIGN LIMIT SIGNSPEED SIGNSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGN INFO.SIGNINFO.SIGNSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING STOPSIGNPARKINGSIGNPARKINGSIGNPARKINGINFO.SIGNSIGNH\CSIGNH\C INFO. SIGN SIGNINFO. INFO. SIGN SIGN INFO. SIGN SIGNINFO.L\PL\PL\P L\P P\P P\PP\PP\PP\PP\PP\PP\PG\WG\WG\WG\W G\WG\WG\WG\WG\WSTOPELEC.VAULT INFO. SIGN INFO. SIGN LIMIT SIGNSPEED SIGNPARKING SIGNPARKING LIMIT SIGNSPEED INFO. SIGN INFO. SIGNELEC.VAULT INFO. SIGN INFO. SIGNSIGNSTREETELEC.BOXB-9BORE B-7BORE SWITCHCABINET B-2BOREB-6BOREAT&TVAULT B-4BORE INFO. SIGN OVERHEAD LINEEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT 5' SIDEWALK EXIT SIGNPED.BELLSOUTH CONCRETEMARKER LIMIT SIGNSPEEDPEDESTAL AT&TPEDESTAL ELEC. CONDUIT BLOCKFOOTER CONC.HEADWALL CONC.HEADWALLCONC.HEADWALLCONC.FLUME GRAVELPARKING CONSTRUCTIONTRAILERSIGNH\C SIGNH\C SIGNH\CL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\P L\P L\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\P L\P L\PL\PL\PL\PL\P L\PL\PINFO. SIGN INFO. SIGNINFO. SIGN LIMIT SIGNSPEEDL\PL\PL\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\PL\P L\P L\PL\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\P L\PL\PL\PL\P L\P L\P L\PL\PL\PAT&TPEDESTALL\PP\PL\PINFO. INFO. SIGN INFO. SIGNINFO. SIGN INFO. SIGN INFO. SIGN L\P L\P L\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PL\PINFO. SIGNINFO. SIGN INFO. SIGN B-5 SIGN B-4 SIGN B-3 SIGN B-2 SIGN B-1 SIGN C-1 SIGNC-2 SIGN C-3 SIGN C-4 SIGN C-5 SIGN C-5 SIGN C-5 SIGN B-5 SIGN B-5 SIGN B-5 SIGN B-4 SIGN B-3 SIGNB-3 SIGN B-4 SIGN B-4 SIGNC-4 SIGN C-3 SIGNB-3 SIGN C-2 SIGNB-2 SIGN C-1 SIGNB-1 SIGNL\PSTOP SIGNSTOP SIGNTELE.PED.ELEC.MH.TELE.MHELEC.MH. ELEC.MH.ELEC.MH.ELEC.MH.ELEC.MH. TELE.MHTELE.MH TELE.MH TELE.MH TELE.MHTELE.PED.FIBERVAULTELEC.VAULT STOP SIGNSTOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGNSTOPSIGN STOP SIGN SIGNSTREETSIGNYIELDPANELELEC.SIGNYIELDSIGNINFO.SIGNSTREETSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNINFO.STOP SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\PL\P SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO. SIGNYIELDVALVESEWERSIGNINFO.SIGNVAULT ELEC.PED.ELEC.METERSIGNILM SIGNINFO.VAULTFIBERLIGHT POLETRAFFIC VAULTFIBERVAULTSIGNALMARKERFIBERELEC.METERVAULTFIBERPED.TRAFFICSIGNINFO. SIGNINFO.SIGNINFO.SIGNINFO. STOP SIGN L\PVAULTELEC. EDGE OF PAVEMENT EDGE OF PAVEMENT SIGNINFO.SIGNINFO. SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\C SIGNH\CSIGNH\C C-3 SIGNC-3 SIGN C-4 SIGNC-4 SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTL\P ELEC.VAULT SIGNPARKING EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTELEC.VAULT ELEC.VAULTINFO. SIGN LIMIT SIGNSPEED SIGNELEC.PANELSIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED.SIGNINFO.SIGNINFO.SIGNINFO.SIGNINFO.ELEC.PED. ELEC.PED.SIGNINFO. SIGN INFO.SIGNELEC.PED.INFO.SIGN TICKETBOOTH ELEC.PED.ELEC.VAULTSIGNPARKINGL\PSIGNPARKING SIGNPARKING SIGNPARKINGSIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKING SIGNPARKINGL\PSTOPSIGNPARKINGSIGNPARKINGSIGNPARKINGELEC.PED.ELEC.PANELINFO.SIGNSIGNH\CSIGNH\C EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENTDUCTVAULT FAAMARKER GENERATORPADBACK FLOWPREVENTER WATERMETEREDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT INFO. SIGN TELE.VAULT ELEC.VAULTL\PL\PL\PL\PL\PL\PELEC.VAULT TELE.VAULTELEC.VAULTW\VENCLOSURE TELE.VAULTELEC.VAULT SIGNINFO. TELE.MH TELE.MHELEC.MH.L\PELEC.TRANS. INFO. SIGNELEC.TRANS. SIGN INFO. SIGNL\PL\PL\PSIGNINFO.ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVEGRAVEL DRIVE SPOIL SIGN STOP SIGN BUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT FENCE FENCE FENCE WALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 05 KEY MAP AIRPORT LONG TERM PARKING LOT LANDSCAPE PLAN (SHEET 4 OF 5) MA T C H L I N E S E E L S - 1 0 3 MATCHLINE SEE LS-102 MATCHLINE SEE LS-105 NOTES MRC DMB RRS BUS SHELTER 1 E C A LEGEND A B C D E F E E C A C A C A C A C C C C C F (5) PARKING LOT ISLAND A - SEE LS-107 FOR ENLARGEMENTS (0) PARKING LOT ISLAND B - SEE LS-107 FOR ENLARGEMENTS (9) PARKING LOT ISLAND C - SEE LS-107 FOR ENLARGEMENTS (0) PARKING LOT ISLAND D - SEE LS-107 FOR ENLARGEMENTS (3) PARKING LOT ISLAND E - SEE LS-107 FOR ENLARGEMENTS (1) PARKING LOT ISLAND F - SEE LS-107 FOR ENLARGEMENTS 1. EXISTING INFORMATION IS BASED ON: a. JULY 15, 2022 AND JANUARY 12,2024, SURVEY. b. LOT F IS BASED ON OCTOBER 2023 CADDFILE RECEIVED FROM ILM CONSULTANT. 2. ALL PLAN SHEETS MUST BE PRINTED INCOLOR. 3. SEE LS-108 FOR PLANT QUANTITIES. 4. THE PROPOSED LANDSCAPE PLANTINGS, INCLUDING TREES, PALMS, ORNAMENTAL GRASSES, AND GROUNDCOVER, WILL BE COORDINATED WITH THE PLACEMENT OF THEPROPOSED PARKING LOT LIGHT POLES INSUBSEQUENT SUBMITTALS. THISCOORDINATION IS CRUCIAL TO ENSURE THE SAFETY OF BOTH PEDESTRIANS AND VEHICULAR TRAFFIC, AS WELL AS THE FUNCTIONALITY OF BOTH ELEMENTS. CONSIDERATION SHOULD BE GIVEN TO MAINTAINING ADEQUATE CLEARANCE FORMAINTENANCE ACCESS OF THE LANDSCAPEAND AROUND THE LIGHT POLES, WHILE ALSOACHIEVING A VISUALLY APPEALING DESIGN THAT COMPLEMENTS THE OVERALL PARKING LOT AESTHETIC. ADDENDUM 1 8/23/241 1 ADDENDUM 3 9/27/243 3 PROPOSED ASPHALT PAVEMENT, REFER TO CIVIL PROPOSED LANDSCAPING CENTRAL LINEAR SIDEWALK- REFER TO LS-107 AND LS112 BUS SHELTER 1 LINEAR SIDEWALK - REFER TO CIVIL 3 3 3 REFER TO CIVIL REFER TO CIVIL REFER TO CIVIL BUS SHELTER 2 LINEAR SIDEWALK - REFER TO CIVIL X X X X X X X X X X X X X X C U R B L I N E CUR B L I N E LIM I T S I G N SP E E D CO N C R E T E MA R K E R X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X SI G N ST O P S I G N X X MH MH MHX CON C R E T E WALK H\C SIGN CREW CAR X X X X X X M O D E R N A V I A T I O N A C C E S S R O A D MODERN A V I A T I O N D R I V E W A Y AIRPOR T B O U L E V A R D ARFF AC C E S S R O A D 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 LOT E AIRPORT B O U L E V A R D DOLAN DRIVE HE W L E T T D R I V E TR A S K D R I V E LIM I T S I G N SP E E D IN F O . S I G N ST O P S I G N XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XX XX XX XX XX XX XX XX XX XX XX XX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc. 1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION. ANY DAMAGE DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B PROFESSIONAL SEAL Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 1 7 3 9 4 \ I L M B P 2 - 1 B 2 - L S - 1 0 0 . d w g Pl o t t e d b y : Co u r t e r , M e g a n Pl o t t e d o n : 8/ 9 / 2 0 2 4 9 : 5 4 A M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 NOR T H 100% DESIGN 08/09/2024 LS-105 XXX XXX XXX INV. 11.16STORM SEWERHEADWALL STORM SEWERCURB INLETRIM 22.78 (fut. EOP ) INV. 13.72 (N) INV. 13.70 (S)STORM SEWERYARD INLETRIM 20.90INV. 16.14 (E)INV. 16.13 (S) STORM SEWE R YARD INLETRIM 21.40INV. 16.44 (W) STORM SEW E R MANHOLERIM 24.22INV. 12.03 (N)INV. 11.82 (E) INV. 12.42 (S ) INV. 11.86 (W) STORM SEWERMANHOLERIM 24.32INV. 12.67 (N) INV. 12.67 (E ) INV. 12.66 (S) INV. 10.53STORM SEWERHEADWALL STORM SEWERMANHOLERIM 24.51INV. 15.24 (NW) INV. 13.23 (N E ) STORM SEWERYARD INLETRIM 19.40INV. 16.23 (N)INV. 16.26 (S) STORM SEWERYARD INLETRIM 22.11INV. 17.98 (E) INV. 17.87 (S) STORM SEWERMANHOLERIM 24.12INV. 12.22 (E)INV. 12.22 (W) STORM SEWERMANHOLERIM 24.21INV. 13.27 (E) INV. 13.26 (W ) STORM SEWER YARD INLETRIM 23.30INV. 14.36 (E)INV. 14.32 (W) STORM SEW E R MANHOLERIM 27.81INV. 15.75 (E)INV. 15.75 (W) STORM SEWERMANHOLERIM 29.28INV. 16.89 (W)STORM SEWERMANHOLERIM 29.06INV. 20.05 (N)INV. 20.04 (W) STORM SEWERMANHOLERIM 28.91INV. 13.44 (N)INV. 24.46 (E)INV. 13.41 (S) STORM SEWERYARD INLETRIM 27.23INV. 24.96 (E)INV. 24.99 (W) STORM SEWERYARD INLETRIM 27.74INV. 24.67 (E)INV. 24.53 (W) STORM SEWERYARD INLET RIM 26.71INV. 23.30 (E)INV. 23.28 (W) STORM SEWERYARD INLETRIM 25.28INV. 18.50 (N) INV. 21.29 (W ) INV. 19.71 (E)INV. 18.48 (S) STORM SEWER YARD INLETRIM 21.51INV. 14.27 (E)INV. 14.22 (W) STORM SEWERYARD INLETRIM 23.30INV. 15.23 (E ) INV. 15.23 (W) STORM SEWERYARD INLETRIM 24.80INV. 15.63 (E)INV. 15.61 (W) INV. 15.79 INV. 15.91 INV. 15.83 Alle g h e n y D r i v e STORM SEWERCURB INLETRIM 24.60 (EOP)INV. 18.39 (S) STORM SEWERCURB INLETRIM 24.50 (EO P ) INV. 17.13 (N)INV. 13.46 (W)INV. 13.45 (E) STORM SEWERCURB INLETRIM 23.25 (EOP)INV. 13.76 (E) STORM SEWERMANHOLERIM BURIED STORM SEWE R MANHOLERIM 23.84INV. 13.35 (S) STORM SEW E R YARD INLETRIM 21.40INV. 16.44 (W) CURB LINE CURB LINE CURB LINE RIP-RAP CURB LINECURB LINE CURB LINE CURB LINE STORM SEWERYARD INLETRIM 26.85INV. 20.65 (N)INV. 20.65 (S) STORM SEWE R YARD INLETRIM 27.00INV. 19.80 (N)INV. 20.57 (W) INV. 19.41 (S) STORM SEW E R YARD INLETRIM 27.00 INV. 13.23 (S) INV. 19.73 (S ) INV. 18.99 INV. 19.33 INV. 20.17 INV. 20.99 INV. 20.37 STORM SEWER YARD INLETRIM 21.33INV. 12.12 (N)INV. 11.95 (E) STORM SEWER YARD INLETRIM 20.74INV. 10.84 (W)INV. 10.35 (N)INV. 9.74 (S) STORM SEWE R MANHOLERIM 25.11INV. 6.52 STORM SEWERMANHOLERIM 23.52INV. 12.73 (E)INV. 12.68 (W) RIP-RAPRIP-RAP STORM SEWERMANHOLERIM 22.71INV. 15.46 (E) INV. 14.39 (S)INV. 14.13 (W) STORM SEWERMANHOLERIM 23.46INV. 15.37 (E) INV. 15.33 (N) INV. 19.55 INV. 18.89 RIP-RAP STORM SEWERYARD INLETRIM 20.75INV. 7.37 (E) STORM SEWE R YARD INLETRIM 23.00INV. 17.29 (W)INV. 17.44 (N) INV. 17.22 (E)INV. 17.20 (S) STORM SEWERMANHOLERIM 25.75INV. 14.54 (N)INV. 17.50 (S)INV. 14.43 (W) INV. 9.89 STORM SEWERYARD INLETRIM 22.85INV. 18.22 (N) RIP-RAPINV. 18.47 STORM SEWERYARD INLETRIM 24.74INV. 22.48 (E)INV. 19.09 (W) RIP-RAPINV. 22.67INV. 22.90 INV. 23.08 INV. 24.19RIP-RAPINV. 23.98 STORM SEWERYARD INLETRIM 25.40INV. 22.42 (E)INV. 19.19 (S)RIP-RAPINV. 22.84STORM SEWER YARD INLETRIM 21.15INV. 14.45 (E)INV. 13.91 (S) STORM SEWERYARD INLETRIM 22.00INV. 16.98 (E)INV. 16.45 (W) STORM SEWERCURB INLETEOP 27.71INV. 23.00 (N)INV. 22.14 (S)INV. 21.836 (W) STORM SEW E R CURB INLETEOP 27.34INV. 24.15 (E)INV. 23.80 (S) STORM SEWERCURB INLETEOP 29.04INV. 25.52 (W) RIP-RAPINV. 26.57 INV. 26.37 INV. 26.36 INV. 25.34 INV. 25.07 INV. 26.89 RIP-RAPINV. 26.34 STORM SEWER CURB INLETEOP 31.81INV. 28.52 (W)INV. 28.26 (E) STORM SEWER CURB INLETEOP 3302INV. 30.71 (E) STORM SEWERCURB INLETEOP 34.23INV. 29.02 (W)INV. 28.98 (E) STORM SEWERCURB INLETEOP 36.97INV. 33.25 (W)INV. 32.99 (E) STORM SEW E R YARD INLETRIM 37.90INV. 33.80 (E) STORM SEWERCURB INLETEOP 37.67INV. 34.28 (S) INV. 33.96 (W) STORM SEWERCURB INLETEOP 32.31INV. 28.96 (E)INV. 28.82 (W) STORM SEWER CURB INLETEOP 31.18INV. 28.01 (E)INV. 27.58 (W) STORM SEWER CURB INLETEOP 31.16INV. 26.77 (E)INV. 27.58 (W) STORM SEWERCURB INLET EOP 31.10INV. 27.81 (N) STORM SEWERCURB INLETEOP 31.12INV. 26.85 (S) INV. 26.67 (N ) STORM SEWERCURB INLETEOP 32.13INV. 29.19 (E)INV. 29.12 (N) STORM SEWERCURB INLET EOP 38.96INV. 36.08 (E ) INV. 35.90 (W ) STORM SEWERMANHOLERIM 41.90 INV. 38.91 ( S ) INV. 37.69 ( E ) INV. 37.47 ( W ) STORM SEWE R MANHOLERIM 42.63INV. 38.46 (S)INV. 38.29 (E) STORM SEW E R MANHOLERIM 42.01INV. 37.67 ( W ) INV. 37.62 ( S ) INV. 37.47 ( E ) STORM SEWERCURB INLETEOP 27.90 INV.22.47 (E) INV.22.19 (N) STORM SEWERMANHOLE RIM (PAVE D OVER)0 STORM SEWERCURB INLETEOP 30.68 INV.26.69 (S) INV.25.92 (E) INV.25.69 (W) STORM SEWERYARD INLETRIM 21.79 INV.19.48 (N) INV.19.46 (S) STORM SEWERYARD INLETRIM 21.20 INV.13.55 (N) INV.13.54 (S) STORM SEWERYARD INLETRIM 21.60 INV.13.28 (N) INV.13.29 (S) STORM SEWER MANHOLE RIM 2 2 . 3 6 INV. 11.41 (N)INV. 11.40 (S) STORM SEWERYARD INLETRIM 20.65 INV.15.26 (N) INV.14.63 (S) STORM SEWERYARD INLET RIM19.46INV. 15.54 (S) STORM SEWER MANHOLE RIM 2 2 . 3 6 INV. 15.17 (N)INV. 11.90 (W)INV. 11.89 (E)INV. 11.89 (S) STORM SEWERCURB INLETRIM 23.28 (EOP)INV. 12.37 (W) INV.12.35 (E) STORM SEWERCURB INLETRIM 23.31 (EOP) INV. 12.77 (N) IN V . 12.75 (E) M STOP INFO. 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SIGNL\PL\PL\PSIGNINFO.ASPHALT DRIVE GRAVEL SPOIL SPOIL SPOIL SPOIL GRAVEL SPOIL GRAVEL GRAVEL DRIVE GRAVEL DRIVE SPOIL SIGN STOP SIGN BUILDING BUILDING BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARD BOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDBOLLARDFFE 28.75 EDGE OF P A V E M E N T EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT FENCE FENCE FENCE WALK CONC. WALKCONC. WALK CONCRETE GEN.ROOM 1'x1'STEEL CAPCONC.TOWER TRAFFIC SIGN CONC.HVAC EDGE OF PAVMENTCONC. MHMHMH CONCRETE WALKH\CSIGNCREWCAR 01 02 03 04 05 KEY MAP AIRPORT LONG TERM PARKING LOT LANDSCAPE PLAN (SHEET 5 OF 5) MATCHLINE SEE LS-103 MATCHLINE SEE LS-104 MRC DMB RRS EXIT CANOPY 1 LEGEND NOTES 1.EXISTING INFORMATION IS BASED ON: a.JULY 15, 2022 AND JANUARY 12,2024, SURVEY. b.LOT F IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. 2.ALL PLAN SHEETS MUST BE PRINTED IN COLOR. 3.SEE LS-108 FOR PLANT QUANTITIES. 4.NO PARKING LOT LANDSCAPING THIS SHEET. 5.THE PROPOSED LANDSCAPE PLANTINGS, INCLUDING TREES, PALMS, ORNAMENTAL GRASSES, AND GROUNDCOVER, WILL BE COORDINATED WITH THE PLACEMENT OF THE PROPOSED PARKING LOT LIGHT POLES IN SUBSEQUENT SUBMITTALS. THIS COORDINATION IS CRUCIAL TO ENSURE THE SAFETY OF BOTH PEDESTRIANS AND VEHICULAR TRAFFIC, AS WELL AS THE FUNCTIONALITY OF BOTH ELEMENTS. CONSIDERATION SHOULD BE GIVEN 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. A B C D PROPOSED ASPHALT PAVEMENT E F (0) PARKING LOT ISLAND A - SEE LS-107 FOR ENLARGEMENTS (0) PARKING LOT ISLAND B - SEE LS-107 FOR ENLARGEMENTS (0) PARKING LOT ISLAND C - SEE LS-107 FOR ENLARGEMENTS (0) PARKING LOT ISLAND D - SEE LS-107 FOR ENLARGEMENTS (0) PARKING LOT ISLAND E - SEE LS-107 FOR ENLARGEMENTS (0) PARKING LOT ISLAND F - SEE LS-107 FOR ENLARGEMENTS ADMIN BUILDING IN F O . S IG N N C D O T R\W D IS K IN F O. SI G N X X X X X X X X X X X X X X XX X X XX XX XX XX SIG N P A R K I N G IN F O . S IG N ST O P IN F O . S IG N IN F O . S IG N SI G N XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XX XX XX XX XXXXXXXXXXXXXXXXXX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B PROFESSIONAL SEAL Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 1 7 3 9 4 \ I L M B P 2 - 1 B 2 - L S - 1 0 0 _ R E V 3 . d w g Pl o t t e d b y : C o u r t e r , M e g a n Pl o t t e d o n : 9 / 2 9 / 2 0 2 4 6 : 3 5 P M WILMINGTON INTERNATIONAL AIRPORT SCALE (IN FEET) 1 INCH = FEET (WHEN PRINTED 34"x22") 0 1005050 50 100% DESIGN 08/09/2024 1. EXISTING INFORMATION IS BASED ON: a. JULY 15, 2022 AND JANUARY 12,2024, SURVEY. b. LOT F IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. 2. ALL PLAN SHEETS MUST BE PRINTED IN COLOR. 3. REFER TO ARCHITECTURE AND STRUCTURAL SHEETS FOR GUIDANCE ON PROPOSED CANOPIES. 4.REFER TO CIVIL SHEETS FOR PAVEMENT MARKINGPLANS, GEOMETRY, AND DETAILS. 5. SEE LS-107 FOR PARKING LOT ISLANDENLARGEMENTS. 6. SEE LS-109 FOR PLANT QUANTITIES. 7. THE PROPOSED LANDSCAPE PLANTINGS, INCLUDING TREES, PALMS, ORNAMENTAL GRASSES, AND GROUNDCOVER, WILL BE COORDINATED WITH THE PLACEMENT OF THE PROPOSED PARKING LOT LIGHT POLES IN SUBSEQUENT SUBMITTALS. THIS COORDINATIONIS CRUCIAL TO ENSURE THE SAFETY OF BOTHPEDESTRIANS AND VEHICULAR TRAFFIC, AS WELLAS THE FUNCTIONALITY OF BOTH ELEMENTS. CONSIDERATION SHOULD BE GIVEN TO MAINTAINING ADEQUATE CLEARANCE FOR MAINTENANCE ACCESS OF THE LANDSCAPE AND AROUND THE LIGHT POLES, WHILE ALSO ACHIEVING A VISUALLY APPEALING DESIGN THAT COMPLEMENTS THE OVERALL PARKING LOTAESTHETIC. LS-106 XXX XXX XXX AIRPORT LONG TERM PARKING LOT OVERALL TREE PLAN MRC DMB RRS NOTES NORTH PARKING LOT ISLAND G, SEE LS-107 ANDLS-112 FOR ENLARGEMENT AND DETAILS CENTRAL LINEAR SIDEWALKBUS SHELTER 1 LINEAR SIDEWALK BUS SHELTER 2 LINEAR SIDEWALK BUS SHELTER 1 BUS SHELTER 2 ADDENDUM 1 8/23/241 1 1 1 ADDENDUM 3 9/27/243 3 3 3 SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B PROFESSIONAL SEAL Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 1 7 3 9 4 \ I L M B P 2 - 1 B 2 - L S - 1 0 0 _ R E V 3 . d w g Pl o t t e d b y : C o u r t e r , M e g a n Pl o t t e d o n : 9 / 2 9 / 2 0 2 4 5 : 5 9 P M WILMINGTON INTERNATIONAL AIRPORT 100% DESIGN 08/09/2024 LS-107 XXX XXX XXX AIRPORT LONG TERM PARKING LOT LANDSCAPE ENLARGEMENTS MRC DMB RRS 1 PARKING LOT ISLAND A ENLARGEMENT SCALE: 1'-0"=10'-0" 2 PARKING LOT ISLAND B ENLARGEMENTSCALE: 1'-0"=10'-0" 3 PARKING LOT ISLAND C ENLARGEMENTSCALE: 1'-0"=10'-0" 4 PARKING LOT ISLAND D ENLARGEMENT SCALE: 1'-0"=10'-0" 6 PARKING LOT ISLAND F ENLARGEMENTSCALE: 1'-0"=10'-0" NOTES 1 QV 1 QV 5 SP 56 MC 11 SRC 50 SF MULCH 6 PV 2 QV 2 LS 120 SF MULCH 14'16'14' 12'12' (2) 5' DIA. MULCH RING, 20 SF 56 LM 10 TD 41 JH 146 SF MULCH 5' DIA. MULCH RING, 20 SF SOD TBD 5' DIA. MULCH RING, 20 SF 22 LM LEGEND (SP) SABAL PALMSABAL PALMETTO (SRC) SILVER SAW PALMETTOSERONA REPENS 'CINERA' (QV) CATHEDRAL LIVE OAKQUERCUS VIRGINIANA 'CATHEDRAL' (LS) SCARLET CRAPE MYRTLELAGERSTROEMIA 'COLORAMASCARLET' ROOT BARRIER ROOT BARRIER 207 SF MULCH ROOT BARRIER ROOT BARRIER ROOT BARRIER LS-107 LS-107 LS-107LS-107 LS-107 5 PARKING LOT ISLAND E ENLARGEMENTSCALE: 1'-0"=10'-0"LS-107 7 PARKING LOT ISLAND G ENLARGEMENTSCALE: 1'-0"=30'-0"LS-107 CENTRAL LINEAR SIDEWALK,REFER TO LS-112 NORTH 1. EXISTING INFORMATION IS BASED ON: a. JULY 15, 2022 AND JANUARY 12,2024, SURVEY. b. LOT F IS BASED ON OCTOBER 2023 CADD FILE RECEIVED FROM ILM CONSULTANT. 2. ALL PLAN SHEETS MUST BE PRINTED IN COLOR. 3. SEE LS-108 FOR PLANT QUANTITIES. 4. THE PROPOSED LANDSCAPE PLANTINGS,INCLUDING TREES, PALMS, ORNAMENTALGRASSES, AND GROUNDCOVER, WILL BE COORDINATED WITH THE PLACEMENT OF THE PROPOSED PARKING LOT LIGHT POLES IN SUBSEQUENT SUBMITTALS. THIS COORDINATION IS CRUCIAL TO ENSURE THE SAFETY OF BOTH PEDESTRIANS AND VEHICULAR TRAFFIC, AS WELL AS THE FUNCTIONALITY OF BOTH ELEMENTS.CONSIDERATION SHOULD BE GIVEN TOMAINTAINING ADEQUATE CLEARANCE FOR MAINTENANCE ACCESS OF THE LANDSCAPE AND AROUND THE LIGHT POLES, WHILE ALSO ACHIEVING A VISUALLY APPEALING DESIGN THAT COMPLEMENTS THE OVERALL PARKING LOT AESTHETIC. ADDENDUM 1 8/23/241 1 1 1 ADDENDUM 3 9/27/243 3 3 (MC) MUHLY GRASSMUHLENBERGIA CAPILLARIS (PV) SHENANDOAH SWITCH GRASSPANICUM VIRGATUM 'SHENANDOAH' (TD) FAKAHATCHEE GRASSTRIPSACUM DACTYLOIDES (JH) BLUE RUG JUNIPERJUNIPERUS HORIZONTALIS 'WILTONII' (LM) SUPER BLUE LIRIOPELIRIOPE MUSCARI 'SUPER BLUE' MULCH 5' DIA. MULCH RING DEEPROOT ROOT BARRIER UB-18-2 1 (SS) LITTLE BLUESTEMSCHIZACHYRIUM SCOPARIUM (CA) KARL FOERSTER FEATHER REED GRASS CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' 3 COQUINA BOULDER LS-108 AIRPORT LONG TERM PARKING LOT LANDSCAPE NOTES MRC DMB RRS GENERAL 1.THE CONTRACTOR SHALL SUPPLY WATERING NEEDED FOR ESTABLISHMENT OF PLANTING MATERIAL DURING THE ESTABLISHMENT PERIOD. THE CONTRACTOR MAY DESIGN AND INSTALL A COMPLETE IRRIGATION SYSTEM FOR THE LANDSCAPE IMPROVEMENTS. THE IRRIGATION SYSTEM SHALL BE A FULLY AUTOMATIC SYSTEM THAT PROVIDES 100% COVERAGE TO ALL TURF, GROUNDCOVER, SHRUB, ORNAMENTAL GRASS, TREE, AND PALM LOCATIONS. 2. THE CONTRACTOR SHALL SUBMIT A COMPLETE WATER SCHEDULE TO INCLUDE NUMBER OF WATER DAYS, WATERING TIMES AND FREQUENCY, AND WATER SOURCE. QUALIFICATIONS 1. LANDSCAPE CONTRACTOR SHALL BE LICENSED AND SHALL CARRY ANY NECESSARY INSURANCE AND SHALL PROTECT THE OWNER AGAINST ALL LIABILITIES, CLAIMS OR DEMANDS FOR INJURIES OR DAMAGE TO ANY PERSON OR PROPERTY GROWING OUT OF THE PERFORMANCE OF THE WORK UNDER THIS CONTRACT. ALL WORKERS SHALL BE COVERED BY WORKMAN'S COMPENSATION INSURANCE. 2. LANDSCAPE PLANTING AND RELATED WORK SHALL BE PERFORMED BY A FIRM WITH A MINIMUM OF FIVE (5) YEARS EXPERIENCE IN THIS TYPE OF WORK. PLANT MATERIAL 1. THE LANDSCAPE PLANT SCHEDULE PROVIDED ON THE DRAWING IS FOR THE CONTRACTOR'S INFORMATION ONLY, AND NO GUARANTEE IS EXPRESSED OR IMPLIED THAT QUANTITIES THEREIN ARE CORRECT OR THAT THE LIST IS COMPLETE. THE CONTRACTOR SHALL ENSURE THAT ALL PLANT MATERIALS SHOWN ON THE DRAWINGS ARE INCLUDED IN HIS OR HER BID. 2. ONLY USE NURSERY GROWN PLANT MATERIAL EXCEPT WHERE SPECIFIED AS COLLECTED MATERIAL. USE NURSERY GROWN PLANT MATERIAL THAT COMPLIES WITH ALL REQUIRED INSPECTIONS, GRADING STANDARDS, AND PLANT REGULATIONS IN ACCORDANCE WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK (ANSI) Z60.1 DEPARTMENT OF AGRICULTURE'S "GRADES AND STANDARDS FOR NURSERY PLANTS" EXCEPT WHERE A LESSER GRADE MIGHT BE SPECIFICALLY SPECIFIED IN THE PLANS, ENSURE THAT THE MINIMUM GRADE FOR ALL TREES AND SHRUBS IS THE AMERICAN STANDARD FOR NURSERY STOCK (ANSI) Z-60.1. ENSURE THAT ALL PLANTS ARE THE PROPER SIZE AND GRADE AT THE TIME OF DELIVERY TO THE SITE, THROUGHOUT THE PROJECT CONSTRUCTION PERIOD AND DURING ANY DESIGNATED PLANT ESTABLISHMENT PERIOD. ENSURE THAT PLANT MATERIALS ARE TRUE TO TYPE AND SPECIES AND THAT ANY PLANT MATERIALS NOT SPECIFICALLY COVERED IN AMERICAN STANDARD FOR NURSERY STOCK (ANSI) Z60.1 DEPARTMENT OF AGRICULTURE'S "GRADES AND STANDARDS FOR NURSERY PLANT" CONFORM IN TYPE AND SPECIES WITH THE STANDARDS AND DESIGNATIONS IN GENERAL ACCEPTANCE BY NORTH CAROLINA NURSERIES. ENSURE THAT PLANT MATERIALS ARE SHIPPED WITH TAGS STATING THE BOTANICAL AND COMMON NAME OF THE PLANT. 3. PLANTS SHALL BE TRUE TO SPECIES AND VARIETY SPECIFIED AND NURSERY-GROWN IN ACCORDANCE WITH GOOD HORTICULTURAL PRACTICES UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT FOR AT LEAST TWO (2) YEARS. THEY SHALL HAVE BEEN FRESHLY DUG. 4. UNLESS SPECIFICALLY NOTED, ALL PLANTS SHALL BE EXCEPTIONALLY HEAVY, SYMMETRICAL, AND SO TRAINED OR FAVORED IN DEVELOPMENT AND APPEARANCE AS TO BE UNQUESTIONABLY AND OUTSTANDINGLY SUPERIOR IN FORM, COMPACTNESS, AND SYMMETRY. THEY SHALL BE SOUND, HEALTHY, VIGOROUS, WELL BRANCHED, AND DENSELY FOLIATED WHEN IN LEAF; FREE OF DISEASE AND INSECTS, LARVAE; AND SHALL HAVE HEALTHY, WELL-DEVELOPED ROOT SYSTEMS. THEY SHALL BE FREE FROM PHYSICAL DAMAGE OR OTHER CONDITIONS THAT WOULD PREVENT VIGOROUS GROWTH. 5. PLANTS SHALL CONFORM TO THE MEASUREMENTS SPECIFIED, EXCEPT THAT PLANTS LARGER THAN THOSE SPECIFIED MAY BE USED IF APPROVED BY THE OWNER. USE OF LARGER PLANTS SHALL NOT INCREASE THE CONTRACT PRICE. IF LARGER PLANTS ARE APPROVED, THE ROOT BALL SHALL BE INCREASED IN PROPORTION TO THE SIZE OF THE PLANT. 6. SUBSTITUTIONS OF PLANT MATERIALS WILL NOT BE PERMITTED UNLESS AUTHORIZED BY THE OWNER. IF PROOF IS SUBMITTED IN WRITING THAT A PLANT SPECIFIED IS NOT OBTAINABLE, CONSIDERATION WILL BE GIVEN TO THE NEAREST AVAILABLE SIZE OR SIMILAR VARIETY, WITH A CORRESPONDING ADJUSTMENT OF THE CONTRACT PRICE. 7. PLANTS GROWN IN CONTAINERS SHALL BE OF APPROPRIATE SIZE FOR THE CONTAINER AS SPECIFIED IN THE MOST RECENT EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK (ANSI) Z60.1 DEPARTMENT OF AGRICULTURE GRADES AND STANDARDS FOR NURSERY PLANTS AND BE FREE OF CIRCLING ROOTS ON THE EXTERIOR AND INTERIOR OF THE ROOT BALL. 8. CONTAINER PLANTS SHALL HAVE BEEN GROWN IN THE CONTAINER LONG ENOUGH TO HAVE ESTABLISHED ROOTS THROUGHOUT THE GROWING MEDIUM. PLANT SELECTION AND DELIVERY 1. ALL NURSERIES THAT WILL SUPPLY PLANTS SHALL BE LOCATED WITHIN 100 MILES OF THE PROJECT LOCATION. PROVIDE A LIST OF THE NURSERIES, THE PLANTS THEY WILL PROVIDE, AND THE LOCATION OF THE NURSERY. 2. PLANTS SHALL BE SUBJECT TO INSPECTION FOR CONFORMITY TO SPECIFICATION REQUIREMENTS AND APPROVAL BY THE LANDSCAPE ARCHITECT AT THEIR PLACE OF GROWTH AND UPON DELIVERY. SUCH APPROVAL SHALL NOT IMPAIR THE RIGHT OF INSPECTION AND REJECTION DURING PROGRESS OF WORK. 3. ALL PLANTS SHALL BE LABELED BY PLANT NAME. LABELS SHALL BE ATTACHED SECURELY TO ALL PLANTS, BUNDLES AND CONTAINERS OF PLANT MATERIALS WHEN DELIVERED. PLANT LABELS SHALL BE DURABLE AND LEGIBLE, WITH INFORMATION GIVEN IN WEATHER-RESISTANT INK OR EMBOSSED PROCESS LETTERING. 4. CERTIFICATES OF INSPECTION SHALL ACCOMPANY THE INVOICE FOR EACH SHIPMENT OF PLANTS AS MAY BE REQUIRED BY LAW FOR TRANSPORTATION. INSPECTION BY FEDERAL OR STATE AUTHORITIES AT THE PLACE OF GROWTH DOES NOT PRECLUDE REJECTION OF THE PLANTS AT THE SITE. 5. MOVE NURSERY STOCK IN ACCORDANCE WITH ALL FEDERAL AND STATE REGULATIONS THEREFORE AND ACCOMPANY EACH SHIPMENT WITH THE REQUIRED INSPECTION CERTIFICATES FOR FILING WITH THE ENGINEER. 6. PLANTS MUST BE PROTECTED AT ALL TIMES FROM SUN OR DRYING WINDS. THOSE THAT CANNOT BE PLANTED IMMEDIATELY ON DELIVERY SHALL BE KEPT IN THE SHADE, WELL PROTECTED WITH SOIL, WET MULCH, OR OTHER ACCEPTABLE MATERIAL, AND KEPT WELL-WATERED. PLANTS SHALL NOT REMAIN UNPLANTED ANY LONGER THAN 12 HOURS AFTER DELIVERY. PLANTS SHALL NOT BE BOUND WITH WIRE OR ROPE AT ANY TIME SO AS TO DAMAGE THE BARK OR BREAK BRANCHES. PLANTS SHALL BE LIFTED AND HANDLED WITH SUITABLE SUPPORT OF THE SOIL BALL TO AVOID DAMAGING IT. INSTALLATION 1. SUBMIT COPIES OF THE MANUFACTURER'S AND / OR SOURCE DATA FOR ALL MATERIALS SPECIFIED, INCLUDING MULCH, SOILS, SOIL AMENDMENTS AND FERTILIZER MATERIALS. COMPLY WITH REGULATIONS APPLICABLE TO LANDSCAPE MATERIALS. 2. THE OWNER MAY PERFORM INSPECTIONS TO VERIFY THE LANDSCAPING IS BEING ESTABLISHED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. ANY DEFICIENCIES NOTED DURING THE OWNER'S INSPECTION MUST BE CORRECTED BEFORE THE NEXT MONTHLY INSPECTION AND CERTIFICATION. THE CONTRACTOR SHALL PERFORM ALL NECESSARY REMEDIAL WORK AT NO COST TO THE OWNER. USE REPLACEMENT PLANTS OF THE SAME SPECIES AND PLANTING MEDIUM OF THE PLANT BEING REPLACED AND AS SPECIFIED IN THE CONTRACT DOCUMENTS. REPLACEMENT PLANT SIZE MUST MATCH THE SIZE OF THE ADJACENT GROWN-IN PLANTS OF THE SAME SPECIES AND VARIETY WHICH MAY BE LARGER THAN THE INITIALLY INSTALLED SIZE. APPROVAL OF REMEDIAL WORK DOES NOT RELIEVE THE CONTRACTOR FROM CONTINUING RESPONSIBILITY UNDER THE PROVISIONS OF THIS SECTION. UPON COMPLETION OF THE ESTABLISHMENT PERIOD, THE ENGINEER WILL RELEASE THE CONTRACTOR FROM FURTHER REMEDIAL WORK AND RESPONSIBILITY PROVIDED ALL PLANTS MEET THE REQUIREMENTS OF ESTABLISHMENT AND ALL PREVIOUS REMEDIAL WORK, IF ANY, HAS BEEN COMPLETED TO THE SATISFACTION OF THE ENGINEER. REMOVE STAKING AND GUYING FROM ALL PLANTS. 3. DO NOT PROCEED WITH THE INSTALLATION OF PLANTING MIX UNTIL ALL WORK IN THE AREA HAS BEEN INSTALLED. 4. PROTECT ADJACENT WALLS, WALKS, AND UTILITIES FROM DAMAGE OR STAINING BY THE SOIL. 5. CLEAN UP ANY SOIL OR DIRT SPILLED ON ANY PAVED SURFACE AT THE END OF EACH WORKING DAY. 6. PRIOR TO EXCAVATION OR PLANTING, MARK ALL PLANTING BEDS AND INDIVIDUAL LOCATIONS OF LARGE SHRUBS AS SHOWN ON THE PLANS, ON THE GROUND WITH A COMMON BRIGHT ORANGE COLORED SPRAY PAINT, OR WITH OTHER APPROVED METHODS, WITHIN THE PROJECT LIMITS. OBTAIN THE LANDSCAPE ARCHITECT'S APPROVAL AND MAKE NECESSARY UTILITY CLEARANCE REQUESTS. 7. PHASE INSTALLATION OF THE EQUIPMENT SO EQUIPMENT DOES NOT HAVE TO TRAVEL OVER ALREADY INSTALLED TOPSOIL OR PLANTING MIXES. 8. DETRIMENTAL SOIL CONDITIONS: THE OWNER IS TO BE NOTIFIED, IN WRITING, OF SOIL CONDITIONS ENCOUNTERED, INCLUDING POOR DRAINAGE, THAT THE CONTRACTOR CONSIDERS DETRIMENTAL TO THE GROWTH OF PLANT MATERIAL. WHEN DETRIMENTAL CONDITIONS ARE UNCOVERED, PLANTING SHALL BE DISCONTINUED UNTIL INSTRUCTIONS TO RESOLVE THE CONDITIONS ARE RECEIVED FROM THE OWNER. 9. WHERE MULTIPLE OR MASS PLANTINGS ARE TO BE MADE IN EXTENDED BEDDING AREAS, AND THE PLAN SPECIFY SPECIAL BED PREPARATION, PREPARE THE PLANTING BEDS AS FOLLOWS: 9.1. REMOVE ALL VEGETATION FROM WITHIN THE AREA OF THE PLANTING BED AND EXCAVATE THE SURFACE SOIL TO A DEPTH OF 12 INCHES. BACKFILL THE EXCAVATED AREA WITH PEAT, SAND, FINISH SOIL LAYER MATERIAL OR OTHER MATERIAL TO THE ELEVATION OF THE ORIGINAL SURFACE. TILL THE ENTIRE AREA TO PROVIDE A LOOSE, FRIABLE MIXTURE TO A DEPTH OF AT LEAST 8 INCHES. LEVEL THE BED ONLY SLIGHTLY ABOVE THE ADJACENT GROUND LEVEL. INSTALLATION (CONTINUED) 10. PRUNE ALL BROKEN OR DAMAGED ROOTS AND LIMBS IN ACCORDANCE WITH ESTABLISHED ARBORICULTURE PRACTICES. WHEN PRUNING IS COMPLETE ENSURE THAT ALL REMAINING WOOD IS ALIVE. DO NOT REDUCE THE SIZE OR QUALITY OF THE PLANT BELOW THE MINIMUM SPECIFIED. 11. ENSURE THAT THE PLANTS ARE KEPT WATERED, THAT THE STAKING AND GUYING IS KEPT ADJUSTED AS NECESSARY, THAT ALL PLANTING AREAS AND BEDS ARE KEPT FREE OF WEEDS AND UNDESIRABLE PLANT GROWTH AND THAT THE PLANTS ARE MAINTAINED SO THAT THEY ARE HEALTHY, VIGOROUS, AND UNDAMAGED AT THE TIME OF ACCEPTANCE. 12. LANDSCAPE PLANS ARE NOT TO BE UTILIZED FOR STAKING AND LAYOUT OR LOCATION OF ANY STRUCTURAL SITE FEATURES INCLUDING BUT NOT LIMITED TO, BUILDINGS, SIGNAGE, PATHWAYS, EASEMENTS, UTILITIES, OR ROADWAYS. 13. ALL APPLICABLE FEDERAL, STATE, AND LOCAL PERMITS SHALL BE ATTAINED PRIOR TO THE REMOVAL, RELOCATION, OR INSTALLATION OF PLANT MATERIALS INDICATED WITHIN THE PLAN DOCUMENTS. 14. THE CONTRACTOR SHALL CONTACT THE LOCAL UTILITY COMPANIES FOR VERIFICATION OF THE LOCATION OF ALL UNDERGROUND UTILITY LINES IN THE AREA OF THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE RESULTING FROM NEGLECT OR FAILURE TO COMPLY WITH THIS REQUIREMENT. 15. A WRITTEN REQUEST FOR THE INSPECTION OF PLANT MATERIAL AT THEIR PLACE OF GROWTH SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT AT LEAST TEN (10) CALENDAR DAYS PRIOR TO DIGGING. THIS REQUEST SHALL STATE THE PLACE OF GROWTH AND THE QUANTITY OF PLANTS TO BE INSPECTED. THE LANDSCAPE ARCHITECT MAY REFUSE INSPECTION AT THIS TIME IF, IN HIS OR HER JUDGMENT, SUFFICIENT QUANTITIES OF PLANTS ARE NOT AVAILABLE FOR INSPECTION, OR THE CONTRACTING OFFICER REPRESENTATIVE DEEMS INSPECTION IS NOT REQUIRED. 16. IF ROCK, UNDERGROUND CONSTRUCTION WORK, UTILITIES, TREE ROOTS OR OTHER OBSTRUCTIONS ARE ENCOUNTERED IN THE EXCAVATION OF PLANTING AREA, ALTERNATE LOCATIONS FOR ANY PLANTING SHALL BE DETERMINED BY THE OWNER. 17. EXCEPT AS OTHERWISE SPECIFIED, MULCH SHALL BE UNIFORMLY APPLIED, CONSISTING OF LOCALLY SOURCED ORGANIC MULCH APPROVED BY OWNER, UNLESS OTHERWISE NOTED, TO A MINIMUM LOOSE THICKNESS OF 4 INCHES OVER THE ENTIRE AREA OF THE BACKFILLED HOLE OR BED WITHIN 8 HOURS AFTER PLANTING. THE MULCH WILL BE FREE OF WEEDS, SEEDS AND ANY OTHER ORGANIC OR INORGANIC MATERIAL. MULCH SHALL NOT CONTAIN STONES OR OTHER FOREIGN MATERIAL THAT WILL PREVENT ITS EVENTUAL DECAY. THIS SHALL BE APPLIED TO ALL PLANTED AREAS WHERE INDICATED SO THAT AFTER INSTALLATION, THE MULCH WILL NOT BE LESS THAN 4". SUBMIT SAMPLE FOR APPROVAL. 18. PROTECT SOIL FROM OVER COMPACTION AFTER PLACEMENT. AN AREA THAT BECOMES OVER COMPACTED SHALL BE TILLED TO A DEPTH OF 6". UNEVEN OR SETTLED AREAS SHALL BE FILLED AND REGRADED. 19. LIFT PLANTS ONLY FROM BOTTOM OF THE ROOTS BALL OR WITH BELTS OR LIFTING HARNESS OF SUFFICIENT WIDTH SO NO DAMAGE TO ROOT BALLS. 20. THOROUGHLY WATER ALL PLANTS IMMEDIATELY AFTER PLANTING. APPLY WATER BY HOSE DIRECTLY TO THE ROOT BALL AND THE ADJACENT SOIL. MAINTENANCE 1. MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS PLANTED AND CONTINUE UNTIL ITS ACCEPTANCE AT SUBSTANTIAL COMPLETION HAS BEEN CONFIRMED BY THE CONTRACTING OFFICER REPRESENTATIVE. 2. PLANTING AREAS AND PLANTS SHALL BE PROTECTED AT ALL TIMES AGAINST TRESPASSING AND DAMAGE OF ALL KINDS FOR THE DURATION OF THE MAINTENANCE PERIOD. IF A PLANT BECOMES DAMAGED OR INJURED, IT SHALL BE REPLACED AS DIRECTED BY THE OWNER AT NO ADDITIONAL COST. 3. MAINTENANCE SHALL INCLUDE TURF AND CONSIST OF PRUNING, WATERING, CULTIVATING, WEEDING, MULCHING, FERTILIZING, RESETTING OF PLANTS TO PROPER GRADES OR UPRIGHT POSITION, RESTORING OF THE PLANTING SAUCER (TREE RING), AND FURNISHING AND APPLYING SUCH SPRAYS OR OTHER MATERIAL AS NECESSARY TO KEEP PLANTINGS FREE OF INSECTS AND DISEASES AND IN VIGOROUS, AMERICAN STANDARD FOR NURSERY STOCK (ANLA) Z60.1 CONDITION. 4. ALL PRUNING SHALL BE COMPLETED USING CLEAN SHARP TOOLS AND FOLLOW INTERNATIONAL SOCIETY OF ARBORICULTURE (ISA) RECOMMENDATIONS. THE CONTRACTOR SHALL CONSULTANT AN INTERNATIONAL SOCIETY OF ARBORICULTURE (ISA) CERTIFIED ARBORIST PRIOR TO ANY PRUNING ACTIVITIES. 5. PLANTS SHALL NOT BE HEAVILY PRUNED AT THE TIME OF PLANTING. HEALTHY LOWER BRANCHES AND INTERIOR TWIGS SHOULD NOT BE REMOVED EXCEPT AS NECESSARY TO CLEAR SIDEWALKS OR PARKING AREAS. RETAIN THE NORMAL SHAPE OF THE PLANT. 6. PRIOR TO THE END OF THE MAINTENANCE PERIOD, LANDSCAPE CONTRACTOR SHALL FURNISH THREE (3) COPIES OF WRITTEN MAINTENANCE INSTRUCTIONS TO THE OWNERS FOR MAINTENANCE AND CARE OF INSTALLED PLANTS AFTER THE ESTABLISHMENT PERIOD. SUBSTANTIAL COMPLETION 1. THE CONTRACTING OFFICER REPRESENTATIVE SHALL INSPECT ALL WORK FOR SUBSTANTIAL COMPLETION UPON WRITTEN REQUEST FROM THE CONTRACTOR. THE REQUEST SHALL BE RECEIVED AT LEAST 10 CALENDAR DAYS BEFORE THE ANTICIPATED DATE OF INSPECTION. 2. ACCEPTANCE OF SOD AND PLANT MATERIAL SHALL BE FOR GENERAL CONFORMANCE TO SPECIFIED SIZE, CHARACTER, AND QUALITY AND SHALL NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR FULL CONFORMANCE TO THE CONTRACT DOCUMENTS, INCLUDING CORRECT SPECIES. 3. UPON COMPLETION AND RE-INSPECTION OF ALL REPAIRS OR REPLACEMENTS NECESSARY IN THE JUDGEMENT OF THE CONTRACTING OFFICER REPRESENTATIVE AND NASA, THE NASA SHALL CERTIFY IN WRITING THAT THE WORK HAS BEEN ACCEPTED AND THE ESTABLISHMENT PERIOD WILL BEGIN. ESTABLISHMENT PERIOD 1. THE ESTABLISHMENT PERIOD FOR ALL SOD AND PLANT MATERIAL SHALL BEGIN AT THE DATE OF SUBSTANTIAL COMPLETION. 2. THE ESTABLISHMENT PERIOD IS DEFINED AS TWO YEARS AFTER SUBSTANTIAL COMPLETION OF ALL SOD AND 1-7 GALLON PLANTS AND TWO YEARS AFTER SUBSTANTIAL COMPLETION OF ALL TREES AND PALMS. PROVIDE THE OWNER AND LANDSCAPE ARCHITECT WITH SEVEN (7) CALENDAR DAYS ADVANCE NOTICE OF COMPLETING INSTALLATION OF ALL SMALL AND LARGE PLANTS. THE ESTABLISHMENT PERIOD WILL BEGIN UPON ACCEPTANCE OF THE COMPLETE INSTALLATION OF SMALL AND LARGE PLANTS RESPECTIVELY, BY THE LANDSCAPE ARCHITECT. UPON COMPLETION OF INSTALLATION OF SMALL AND LARGE PLANTS, THE CONTRACTOR SHALL CERTIFY ON A CONTRACTOR PROVIDED FORM THAT THE LANDSCAPING HAS BEEN INSTALLED AND IS BEING ESTABLISHED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. DURING THE ESTABLISHMENT PERIOD: KEEP ALL SOD AND PLANTS UNDAMAGED, WATERED, FERTILIZED, MULCHED, PRUNED, AND STAKED AND GUYED AS NECESSARY TO ASSURE SPECIFIED MINIMUM GRADE OF AMERICAN STANDARD FOR NURSERY STOCK (ANSI) Z60.1. KEEP INDIVIDUAL PLANT LOCATIONS AND PLANTING BEDS FREE OF LITTER AND UNDESIRABLE VEGETATION. KEEP LANDSCAPE BED LINES CORRECTLY LOCATED AND EDGED, AND THE MULCH GROOMED AND REPLENISHED. DURING THE ESTABLISHMENT PERIOD, THE CONTRACTOR SHALL INSPECT AND CERTIFY MONTHLY ON A CONTRACTOR PROVIDED FORM THAT THE LANDSCAPING IS BEING ESTABLISHED PER THE CONTRACT DOCUMENTS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT AND/OR ADJUSTMENTS OF ALL GROUNDCOVER, SHRUBS, ORNAMENTAL GRASSES, TREES, AND PALMS THAT FALL OR LEAN DURING THE ESTABLISHMENT PERIOD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED BY FALLING OR LEANING PLANT MATERIAL. 4. CONTRACTOR SHALL WATER/IRRIGATE TO MAINTAIN VIGOROUS, AMERICAN STANDARD FOR NURSERY STOCK (ANSI) Z60.1 GRADE HEALTHY PLANT GROWTH. OVERWATERING OR FLOODING SHALL NOT BE ALLOWED. THE CONTRACTOR SHALL MONITOR, ADJUST, AND FURNISH ANY ADDITIONAL MATERIAL, EQUIPMENT, OR WATER TO ENSURE ADEQUATE IRRIGATION. ROOT BALLS OF LARGE SHRUBS SHALL BE SPOT WATERED USING HANDHELD HOSES DURING THE FIRST FOUR MONTHS AFTER PLANTING, AS REQUIRED TO ENSURE ADEQUATE WATER WITHIN THE ROOT BALL. 5. THE CONTRACTOR SHALL REPLACE, WITHOUT COST, AS SOON AS WEATHER PERMITS, AND WITHIN A GIVING PLANTING PERIOD, ALL IRRIGATION, SOD, AND PLANTS DETERMINED BY THE CONTRACTING OFFICER REPRESENTATIVE TO BE DEAD, OR IN UNACCEPTABLE CONDITION DURING AND AT THE END OF THE ESTABLISHMENT PERIOD. TO BE CONSIDERED ACCEPTABLE, PLANTS SHALL BE FREE OF DEAD OR DYING BRANCHES AND BRANCH TIPS AND SHALL BEAR FOLIAGE OF NORMAL DENSITY, SIZE, AND COLOR. REPLACEMENTS SHALL BE THE SAME SIZE AS ADJACENT SPECIMENS OF THE SAME SPECIES. REPLACEMENTS SHALL BE SUBJECT TO ALL REQUIREMENTS STATED IN THESE LANDSCAPE NOTES. 6. THE GUARANTEE OF ALL REPLACEMENT PLANTS SHALL EXTEND FOR AN ADDITIONAL PERIOD OF ONE YEAR FROM THE DATE OF THEIR ACCEPTANCE AFTER REPLACEMENT. IN THE EVENT THAT A REPLACEMENT PLANT IS NOT ACCEPTABLE DURING OR AT THE END OF THE EXTENDED ESTABLISHMENT PERIOD, THE OWNER MAY SELECT A SUBSEQUENT REPLACEMENT OR CREDIT FOR THE ITEM. 7. THE CONTRACTOR SHALL MAKE PERIODIC INSPECTIONS, AT NO EXTRA COST, DURING THE ESTABLISHMENT PERIOD TO DETERMINE WHAT CHANGES, IF ANY, SHOULD BE MADE IN THE MAINTENANCE PROGRAM. IF CHANGES ARE RECOMMENDED, THEY SHALL BE SUBMITTED IN WRITING TO THE OWNER. CLAIMS BY THE CONTRACTOR THAT THE OWNER'S MAINTENANCE PRACTICES OR LACK OF MAINTENANCE RESULTED IN DEAD OR DYING PLANTS WILL NOT BE CONSIDERED IF SUCH CLAIMS HAVE NOT BEEN DOCUMENTED IN WRITING AND IN PHOTOGRAPHS BY THE CONTRACTOR DURING THE ESTABLISHMENT PERIOD. FINAL ACCEPTANCE 1. AT THE END OF THE ESTABLISHMENT PERIOD AND UPON WRITTEN REQUEST OF THE CONTRACTOR, THE LANDSCAPE ARCHITECT WILL INSPECT ALL GUARANTEED WORK FOR FINAL ACCEPTANCE. THE REQUEST SHALL BE RECEIVED AT LEAST TEN (10) CALENDAR DAYS BEFORE THE ANTICIPATED DATE FOR FINAL INSPECTION. UPON COMPLETION AND RE-INSPECTION OF ALL REPAIRS IN THE JUDGEMENT OF THE LANDSCAPE ARCHITECT AND OWNER, THE OWNER SHALL CERTIFY, IN WRITING, THAT THE PROJECT HAS RECEIVED FINAL ACCEPTANCE. SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B PROFESSIONAL SEAL Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 1 7 3 9 4 \ I L M B P 2 - 1 B 2 - L S - 1 0 7 . d w g Pl o t t e d b y : C o u r t e r , M e g a n Pl o t t e d o n : 9 / 2 9 / 2 0 2 4 3 : 4 8 P M WILMINGTON INTERNATIONAL AIRPORT 100% DESIGN 08/09/2024 3 ADDENDUM 3 9/27/243 PLANT SCHEDULE QUANTITY SYMBOL ABBREVIATION BOTANICAL NAME COMMON NAME NATIVE SIZE CONDITIONS PALMS 35 SP1 SABAL PALMETTO SABAL PALM Y 12' HT CT., REGENERATED, MATCHED, SLICKS 35 SP2 SABAL PALMETTO SABAL PALM Y 14' HT CT., REGENERATED, MATCHED, SLICKS 25 SP3 SABAL PALMETTO SABAL PALM Y 16' HT CT., REGENERATED, MATCHED, SLICKS 110 SRC SERONA REPENS 'CINEREA' SILVER SAW PALMETTO Y 7 GAL 4' O.C., FULL MATCHED TREES 38 LS LAGERSTROEMIA 'COLORAMA SCARLET' SCARLET CRAPE MYRTLE N 3"-4" CAL 12' - 14' HT X 4' - 5' SPR, STANDARD, FULL SHAPE, MATCHED 21 QV QUERCUS VIRGINIANA 'CATHEDRAL'CATHEDRAL LIVE OAK Y 4" CAL 14' - 16' HT X 6' - 8' SPR, FULL SHAPE, MATCHED ORNAMENTAL GRASSES 40 CA CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' KARL FOERSTER FEATHER REED GRASS Y 3 GAL 4' O.C., FULL, MATCHED 560 MC MUHLENBERGIA CAPILLARIS MUHLY GRASS Y 3 GAL 3' O.C., FULL, MATCHED 124 PV PANICUM VIRGATUM 'SHENANDOAH' SHENANDOAH SWITCH GRASS Y 3 GAL 3' O.C., FULL, MATCHED 312 SS SCHIZACHYRIUM SCOPARIUM LITTLE BLUESTEM Y 3 GAL 3' O.C., FULL, MATCHED 190 TD TRIPSACUM DACTYLOIDES FAKAHATCHEE GRASS Y 3 GAL 3' O.C., FULL, MATCHED GROUNDCOVER 779 JH JUNIPERUS HORIZONTALIS 'WILTONII' BLUE RUG JUNIPER Y 3 GAL 30" O.C., FULL, MATCHED 356 LM LIRIOPE MUSCARI 'SUPER BLUE' SUPER BLUE LIRIOPE N 3 GAL 30" O.C., FULL, MATCHED MULCH (CY) 62 4" DEPTH, CLEAN, FREE OF DEBRIS, ILM APPROVED ROOT BARRIER (LF) 4034 DEEPROOT UB-18-2, 18" H X 24" W, LINEAR AND SURROUND APPLICATION, OR APPROVED EQUAL, SEE DETAIL 1 ON LS-112 LANDSCAPE EDGING (LF) 4654 DURAEDGE ROLL TOP 14 GAUGE LANDSCAPE EDGING, 5" HT, RAL 5021 WATER BLUE POWDER COAT FINISH, OR APPROVED EQUAL BOULDERS 8 COQUINA BOULDERS WITH DISTINCTIVE NATURAL FEATURES SUCH AS HOLES, IRREGULAR SHAPE. MINIMUM SIZE SHALL BE NO SMALLER THAN 5' HEIGHT X 4' WIDE. SOURCE LOCALLY, PLACEMENT ORIENTATION SHALL BE APPROVED BY LANDSCAPE ARCHITECT CAL. = CALIPER, O.C. = ON CENTER, CT. = CLEAR TRUNK, HT = HEIGHT, SPR = SPREAD PLANT MATERIAL SELECTION BASED ON USDA PLANT HARDINESS ZONE 8B FOR WILMINGTON, NORTH CAROLINA SELECTED PLANT MATERIAL EXCEEDS NEW HANOVER COUNTY'S MINIMUM LANDSCAPE REQUIREMENTS SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B PROFESSIONAL SEAL Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 1 7 3 9 4 \ I L M B P 2 - 1 B 2 - L S - 1 0 8 _ R E V 3 . d w g Pl o t t e d b y : C o u r t e r , M e g a n Pl o t t e d o n : 9 / 2 9 / 2 0 2 4 3 : 3 1 P M WILMINGTON INTERNATIONAL AIRPORT 100% DESIGN 08/09/2024 LS-109 AIRPORT LONG TERM PARKING LOT PLANT MATERIAL MRC DMB RRS BLUE RUG JUNIPER SUPER BLUE LIRIOPE FAKAHATCHEE GRASS MUHLY GRASS SHENANDOAH SWITCH GRASS CATHEDRAL LIVE OAK SABAL PALMS SCARLET CRAPE MYRTLE 12' 14' 16' SILVER SAW PALMETTO ADDENDUM 1 8/23/241 3 1 1 ADDENDUM 3 9/27/243 LITTLE BLUESTEM KARL FOERSTER FEATHER REED GRASS ROLL TOP DURAEDGE LANDSCAPE EDGING LIGHTING SCHEDULE QUANTITY SYMBOL MANUFACTURER/MODEL/DESCRIPTION DETAIL MATERIAL FINISH MOUNTING OPTIONS LAMP WATTS COLOR TEMP BEAMSPREAD ACCESSORIES 45 BK LIGHTING / DENALI LED REMOTE – DE LED X63 FL STND FNSH 9 C ALUMINUM STND FNSH TREE STRAP LED 20W 4000K FL (35) 4 BK LIGHTING / XX / TRANSFORMER 15 PALM TREE STRAP COQUINA BOULDER SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc. 1520 South Blvd., Suite 200 Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos. 50073* *F-0493 * C-28 NO.DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B PROFESSIONAL SEAL Dr a w i n g : C: \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 1 7 3 9 4 \ I L M B P 2 - 1 B 2 - L S - 1 0 9 . d w g Pl o t t e d b y : Co u r t e r , M e g a n Pl o t t e d o n : 8/ 9 / 2 0 2 4 1 0 : 0 9 A M WILMINGTON INTERNATIONAL AIRPORT 100% DESIGN 08/09/2024 XXX JKG JKG LANDSCAPE DETAILS (SHEET 1 OF 2) LS-110 MRC DMB RRS STANDARD DETAIL DRAWN BY DATE:JAN, 2015 JSR CHECKED BY SCALE RDG, P.E. NOT TO SCALE TREE PROTECTION DURING CONSTRUCTION SHEET 2 of 2 SD 15-09 STANDARD DETAIL DRAWN BY DATE:NOV. 30, 2023 JSR CHECKED BY SCALE RDG, P.E. NOT TO SCALE TREE PROTECTION DURING CONSTRUCTION SHEET 1 of 2 SD 15-09 6" MINIMUM 2x DIAMETEROF ROOT BALL 1/2 O.C. SPACING + 12" LIMIT OF MULCH BEDEDGE OF SOD, OR SIDEWALK OR CURB. O.C. SPACING BUILDING FACADE OR WALL ROOT BALL O.C. SPACING + 12" 4" MULCH COVER (TYP) SPREAD OV E R A L L HE I GH T (OA )SHRUBS SHALL BEPLANTED SLIGHTLY ABOVE ADJACENT GRADE. APPROXIMATELY 1" TO 2". WELL-DRAINED NATIVE SOIL BACKFILL 2'-0"SPACING1/2 O.C. WHEN LOCATED ADJACENT TO CURBS WHICH SERVE AS WHEEL STOPS IN PARKING AREAS, SHRUBS SHALL BE PLANTED AS INDICATED ABOVE. 4" MULCH COVER (TYP.) FOR OVERHANG WELL-DRAINED NATIVE SOIL BACKFILL 4" MULCH COVER AT TOP OFFINISHED GRADE WILL YIELDA 1" DROP FROM TOP OFCURB TO MULCH 4" LANDSCAPE CONTRACTOR TOFINISH-GRADE ISLANDS PERTHIS DETAIL EXISTING SOIL LEVEL ASLEFT BY SITE CONTRACTOR VARIES EQUAL EQUAL 12 1 6" typ. 2 X BALL DIA. 6'- 0 " M IN . ALL ROOT BALL COVERINGMATERIALS SHALL BE COMPLETELYREMOVED BEFORE PLANTING WELL-DRAINED NATIVE SOIL BACKFILL 5 LAYERS OF BURLAP STEEL BAND 5-2X4X16 WOOD BATTENS TOE NAIL 4" MULCH COVER (TYP.)AVOID CONTACT WITH TRUNK 4" OF SAND PLACED ON BACKFILL FINISHED GRADE SECURE BATTENS WITH2-3/4" STEEL BANDS TOSECURE BATTENS DURINGPLANTING PROCESS DONOT NAIL BATTENS TOPALM TRUNK. HEIGHT OF BATTENS SHALL BE LOCATED IN RELATION TO THE HEIGHT OF THE PALM. 3-2X4 WOOD BRACES STAKED WITH A 2X4X24"STAKE PAD BURIED 3"BELOW GRADE. PLANT SO THAT TOP OF ROOT BALL IS EVEN WITH THE FINISHED GRADEAFTER SETTLEMENT,APPROX. 1" ABOVEFINISHED GRADE AT TIMEOF PLANTING. 5-7 HEALTHY FRONDSMINIMUM. TIE FRONDSWITH BIODEGRADABLETWINE. HEAD TO REMAINTIED UNTIL PALM PUSHES IT OPEN. DIAMETER OF TREE PIT TO BE TWICETHE DIAMETER OF ROOT BALL. EDGE OFMULCH RING SOD UNDISTURBED SUBGRADE 3" SOIL SAUCER4" MULCH COVER (TYP.) TOP OF ROOTBALL SHALL BE PLANTED 3" ABOVE ADJACENT FINISH GRADE. REMOVE ALL TWINE & STRAPS & CUT BURLAP FROM TOP ONE-THIRD OF ROOTBALL. NO SYNTHETIC BURLAP WILL BE ACCEPTED. WELL-DRAINED NATIVE SOIL BACKFILL NOTE:TO BE UTILIZED FOR TREES 10' IN HEIGHT AND UNDER SOD SPREAD OV E R A L L HE I GH T (OA ) CLEAR T RUNK (C T ) TOP OF ROOTBALL SHALL BE PLANTED 3" ABOVE ADJACENT FINISH GRADE. REMOVE ALL TWINE & STRAPS & CUT BURLAP FROM TOP ONE-THIRD OF ROOTBALL. NO SYNTHETIC BURLAP WILL BE ACCEPTED. 4" MULCH COVER (TYP.) DIAMETER OF TREE PIT TO BE TWICE THE DIAMETER OF ROOTBALL 3" HIGH SOIL SAUCER EXISTING UNDISTURBED SUBGRADE WELL-DRAINED NATIVE SOIL BACKFILL SIDEWALK SPACING OF PLANTS AS INDICATED ON PLANTING PLAN DISTANCE TO CENTERLINE WILL VARY ACCORDING TO SPECIES AND HABITAT OF GROWTH SO THAT MATURE PLANTS WILL NOT OVER LAP ONTO SIDEWALK, STRUCTURES, PAVED AREAS, ETC. DISTANCE BETWEEN PLANTS SHOULD BE FAR ENOUGH TO ALLOW PLANTS TO REACH MATURE SIZE WITHOUT INTERFERING WITH GROWTH OF ADJACENT PLANTMATERIALS TYPICAL CURB AND GUTTER EQUAL SQUARE SPACING NOTE: IN MOST CASES, TRIANGULAR SPACING IS PREFERRED. USE SQUARE SPACING ONLY IN SMALL RECTILINEAR AREAS. EQUAL TRIANGULARSPACING EQUAL EQUAL MULCH- 4" DEPTH MIN. NOTE: APPLY MULCH IN A 5' DIAMETER RING WHERE PROPOSED TREE PLANTINGS OCCUR IN SOD. SOD SOD PROVIDE A SMOOTH AND CONTINUOUS EDGE OF SOD LEAVE MULCH A MINIMUM OF 12" FROM TREE ROOT FLARE. 12" TYPICAL CANOPY TREE SOD SCALE: N.T.SPALM PLANTING DETAIL - PARKING ISLANDS10 SCALE: N.T.SPALM STAKING DETAIL W/ PLATI-MAT6 SCALE: N.T.S TREE MULCHING DETAIL IN SOD AREAS1 SCALE: N.T.SSMALL TREE PLANTING DETAIL3 SCALE: N.T.SPLANT SPACING DETAIL2 SCALE: N.T.STREE PLANTING DETAILLS-111 7 SCALE: N.T.S SHRUB PLANTING DETAIL11 SCALE: N.T.S HEDGE PLANTING ADJACENT TO PARKING 8 SCALE: N.T.S INTERIOR CURB ISLAND GRADING DETAIL5 5' DIA. SPREAD CL E AR T RU N K (C T ) OV E R A L L HE I GH T (OA ) LS-111 LS-111 LS-111 LS-111 LS-111 LS-111 LS-111 LS-111 120° SCALE: N.T.STREE STAKING DETAIL W/ PLATI-MAT9 LS-111 PAINT DARK GREEN YY Tree planted at nursery line RF#P ROOTBALL FIXING SYSTEM - PLATI-MAT Platipus Alluminun Alloy AnchorsTwo way ratchet tensioner galvanised wire Plati-Mat rootball protection mesh NOTES 1. DO NOT SCALE FROM THIS DRAWING 2. THIS DRAWING IS CONSTRUCTED USING LAYERS WHICH CAN BE TURNED ON OR OFF AS REQUIRED 3. DUE TO SETTLEMENT ALL TREES SHOULD BE RE-TENSIONED AFTER PLANTING C 2015, PLATIPUS ANCHORS Model List Model #Height - ft (m) Caliper - in (mm) RF1P 8'-15' (2.5m - 4.5m) 1.5" - 3" (40mm - 75mm) RF1P 4 Leg 12" - 24" Box RF2P 15'-25' (4.5m - 7.5m) 3" - 5.75" (75mm - 150mm ) RF2P 4 Leg 24" - 48" Box RF3P 25'-40' (7.5m - 12m) 5.75" - 9" (150mm - 230mm) RF3P 4 Leg 48" - 60" Box RF4P 12+ (40'+) Over 230mm (Over 9.5") RF4P 4 Leg 60" - 120" Please contact Platipus representative for boxes over 120" 3 Leg 0RF#P 3 Leg YY Tree planted at nursery line RF#P ROOTBALL FIXING SYSTEM - PLATI-MAT Platipus Alluminun Alloy AnchorsTwo way ratchet tensioner galvanised wire Plati-Mat rootball protection mesh NOTES1. DO NOT SCALE FROM THIS DRAWING 2. THIS DRAWING IS CONSTRUCTED USING LAYERS WHICH CAN BE TURNED ON OR OFF AS REQUIRED 3. DUE TO SETTLEMENT ALL TREES SHOULD BE RE-TENSIONED AFTER PLANTING C 2015, PLATIPUS ANCHORS Model List Model #Height - ft (m) Caliper - in (mm) RF1P 8'-15' (2.5m - 4.5m) 1.5" - 3" (40mm - 75mm) RF1P 4 Leg 12" - 24" Box RF2P 15'-25' (4.5m - 7.5m) 3" - 5.75" (75mm - 150mm ) RF2P 4 Leg 24" - 48" Box RF3P 25'-40' (7.5m - 12m) 5.75" - 9" (150mm - 230mm) RF3P 4 Leg 48" - 60" Box RF4P 12+ (40'+) Over 230mm (Over 9.5") RF4P 4 Leg 60" - 120" Please contact Platipus representative for boxes over 120" 3 Leg 0RF#P 3 Leg XXX JKG JKG LANDSCAPE DETAILS (SHEET 2 OF 2) LS-111 MRC DMB RRS SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B PROFESSIONAL SEAL Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 1 7 3 9 4 \ I L M B P 2 - 1 B 2 - L S - 1 0 9 _ R E V 3 . d w g Pl o t t e d b y : C o u r t e r , M e g a n Pl o t t e d o n : 9 / 2 9 / 2 0 2 4 3 : 4 2 P M WILMINGTON INTERNATIONAL AIRPORT 100% DESIGN 08/09/2024 ADDENDUM 3 9/27/243 3 SHEET NUMBER © 2024 RS&H, INC. SHEET TITLE PROJECT NUMBER 1003-0070-005 REVIEWED BY: DRAWN BY: DATE ISSUED: DESIGNED BY: REVISIONS RS&H Architects-Engineers-Planners, Inc.1520 South Blvd., Suite 200Charlotte, NC 28203 704-752-0610 FAX 704-949-2672 North Carolina License Nos.50073* *F-0493 * C-28 NO. DESCRIPTION DATE AIRPORT BOULEVARD AND PARKING IMPROVEMENTS BID PACKAGE 2 PHASE 1B PROFESSIONAL SEAL Dr a w i n g : C : \ p w _ w o r k \ r s h _ p w \ p w _ u s e r \ d 0 5 1 7 3 9 4 \ I L M B P 2 - 1 B 2 - L S - 1 1 2 . d w g Pl o t t e d b y : C o u r t e r , M e g a n Pl o t t e d o n : 9 / 2 9 / 2 0 2 4 5 : 2 9 P M WILMINGTON INTERNATIONAL AIRPORT 100% DESIGN 08/09/2024 3 CENTRAL LINEAR WALK ENLARGEMENT - PLANTING PLANSCALE: 1'-0"=20'-0"LS-112 NORTH XXX JKG JKG HARDSCAPE DETAILS LS-112 MRC DMB RRS ADDENDUM 3 9/27/243 1 CENTRAL LINEAR WALK DETAILSCALE: NTSLS-112 PROPOSED 5" CONCRETE SIDEWALK, REFER TO CIVIL SCORE JOINT, REFER TO CIVIL 12" CONCRETE BANDING WITH WASHED SHELLAGGREGATE DURAEDGE ROLL TOP 14 GAUGE LANDSCAPE EDGING, 5" HT, RAL 5021 WATER BLUE POWDER COAT FINISH 12" TOPSOIL 2 CENTRAL LINEAR WALK ENLARGEMENT - HARDSCAPE PLANSCALE: 1'-0"=20'-0"LS-112 NORTH SEE SPACING OFFSET ON PLANTING PLAN, THIS SHEET 14'12' 12' 16' 14' 12' 16' 14' 12' 16' 14' 16' 16' 16'12' 12' 12'12'14' 14' 14' 14'14' 14'14' 14' 14'12'12' 12' 12' 12' 16'16' 16' 16' 16'14'14'12'12' 16' 5 CA COQUINA BOULDER 20 SS 6 PV TREE LIGHTING STRAP LOCATION, SEE LS-109 FOR LIGHTING SCHEDULE 3 SP CONCRETE, LIGHT SANDBLAST FINISH CONCRETE, MEDIUM-HEAVY SANDBLAST FINISH WASHED SHELL EXPOSED AGGREGATE, TYP.OYSTER SHELL EXPOSED AGGREGATE, TYP. CONCRETE, FINISH PER CIVIL PLANS 24 SS 6 PV 3 SP 21 SS 6 PV 3 SP 16' 72 SS 11 SP 28 PV 5 CA COQUINA BOULDER 17 SS 3 SP 6 PV 5 CA COQUINA BOULDER 5 CA COQUINA BOULDER 9 SP 23 PV 69 SS 5 CA COQUINA BOULDER 5 CA COQUINA BOULDER 5 CA COQUINA BOULDER 90 SS 25 PV 11 SP 5 CA COQUINA BOULDER 507' 255'24'228' 12'118'12'100'12'12'91'12'100'12' 1' 3' 22'5'29'5'14'5'29'4'1' 29'5'14'5'29'5'22' 1' 4' 91' 3'1'1' 4' 82'4'1'1' 3' 91' 3'1' LANDSCAPE LEGEND (SP) SABAL PALMSABAL PALMETTO (SRC) SILVER SAW PALMETTOSERONA REPENS 'CINERA' (QV) CATHEDRAL LIVE OAKQUERCUS VIRGINIANA 'CATHEDRAL' (LS) SCARLET CRAPE MYRTLELAGERSTROEMIA 'COLORAMASCARLET' (MC) MUHLY GRASSMUHLENBERGIA CAPILLARIS (PV) SHENANDOAH SWITCH GRASSPANICUM VIRGATUM 'SHENANDOAH' (TD) FAKAHATCHEE GRASSTRIPSACUM DACTYLOIDES (JH) BLUE RUG JUNIPERJUNIPERUS HORIZONTALIS 'WILTONII' (LM) SUPER BLUE LIRIOPELIRIOPE MUSCARI 'SUPER BLUE' (SS) LITTLE BLUESTEMSCHIZACHYRIUM SCOPARIUM (CA) KARL FOERSTER FEATHER REED GRASS CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' MULCH 5' DIA. MULCH RING COQUINA BOULDER TREE LIGHTING STRAPLOCATION, SEE LS-109FOR LIGHTING SCHEDULE HARDSCAPE LEGEND CONCRETE, LIGHTSANDBLAST FINISH CONCRETE, MEDIUM-HEAVY SANDBLAST FINISH OYSTER SHELL EXPOSED AGGREGATE, TYP. WASHED SHELL EXPOSEDAGGREGATE, TYP. 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 IN V . O U T 1 3 . 4 8 ( S O U 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 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 RPLW-20,22,24 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 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 \ s a m b e r g a \ 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 : Sa m b e r g , A n d r e w Pl o t t e d o n : 6/ 1 9 / 2 0 2 5 8 : 4 8 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 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 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 \ s a m b e r g a \ 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 : Sa m b e r g , A n d r e w Pl o t t e d o n : 6/ 1 9 / 2 0 2 5 8 : 5 4 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 E-312 ALK RJW JTW ELECTRICAL DETAILS (SHEET 12 OF 12)