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Coastla Carrier Proposed Site Plan 3.1.2021SITE DATA LEGEND 14 15 PROPOSED FLARED END SEC. PROPOSED DROP INLET HIGH PT. & GRADE DIR. DISTURBED AREA SILT FENCE SWALE EX CONTOURS WETLAND LINE STORMDRAIN EX FORCE MAIN EX WATER MAIN PROJECT BOUNDARY X GRAPHIC SCALE: 0 1" = 30' 603030 CAPE FEAR TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA DEVELOPER: ADDRESS: PHONE: DRAWN: APPROVED: DESIGNED: DLM 102-D CINEMA DRIVE WILMINGTON, NORTH CAROLINA 28403 SCALE: DATE: (910) 815-0775 LICENSE NO.C-0647 SHEET: STROUD ENGINEERING, P.A. 12/9/2020 1" = 30' VICINITY MAP I - 4 0 SR 1002HOLLY SHELTER RD SR 1002 HOLLY SHELTER RD S R 2 6 6 2 B A R B A D O S B L V D SR 2771LAS TORTUGAS DR SR 2 1 82 NI XON LN SITE DB 2666, PG 0770 GRID NORTH NAD 83 S 8 9 ° 4 4 ' 5 6 " E 3 8 9 . 5 1 ' N35°14'37"E69.43'S20°36'25"E 407.64' N06 °00'49"E 180.19' C1 (R260.00') S 6 9 ° 2 3' 3 5 " W 4 8 2 . 8 5' 1 91. 1 7' C2 (R1307.39') N0 7 °1 8'1 2 "E 2 5 ' BUI LDI NG SETBACK LI NE 2 5' B UI L DI N G S E T B A C K LI N E DIRECTED TO THE COLLECTION/TREATMENT SYSTEM. 7. ALL RUNOFF FROM IMPERVIOUS SURFACES SHALL BE 6. SOLID WASTE REMOVAL BY PRIVATE CONTRACTOR. 5. WATER AND SEWER SERVICE PROVIDED BY CFPUA. 273 IN THE NEW HANOVER COUNTY REGISTRY. 4. SETBACKS SHOWN PER DEED BOOK 6210 PAGE THE SUBJECT PROPERTY, AS DELINEATED BY OTHERS. 3. NO 404 WETLANDS OR SURFACE WATERS ARE FOUND ON THE 100 YEAR FLOOD ZONE. 2. THE SUBJECT PROPERTY IS NOT LOCATED IN 1. BOUNDARY BY OTHERS. NOTES: 22' ASPHALT 60' PUBLIC R/WSR 2662BARBADOS BLVD PROPOSED BUILDING (40.000 SF) 125' x 320' LOADING BAYS SPACES (23) 9x18 SPACES (9) 12x50 100' BUILDING /PARKING SETBACK LINE BUILDING/PARKING SETBACK LINE W/ 25% REDUCTION MINIMUM REAR YARD MINIMUM SIDE YARD MINIMUM FRONT YARD MAXIMUM BLDG HEIGHT MINIMUM LOT AREA SQUARE FOOTAGE PROPOSED USE STREAM INDEX CLASSIFICATION RECIEVING STREAM DISTUBANCE LIMITS RESERVE PARKING/DRIVE AISLES SIDEWALKS BUILDING % OF PROPERTY TOTAL BUA PROPERTY AREA CAMA LUC ZONING PLAT BOOK/PAGE DEED BOOK/PAGE PARCEL ID 75' (SHOD) 25' (SHOD) 35' 40' NA 50,000 GSF WAREHOUSE 18-74-(47.5) B;Sw NE CAPE FEAR RIVER 6.1 AC 28,000 SF 85,365 SF 2,407 SF 50,000 SF 53.6 % 165,772 SF 3.81 AC 309,179 SF 7.10 AC INDUSTRIAL B-2 66/157 6210/273 R01100-008-027-000 USE: EX. COMMERCIAL ZONE: B-2 R01100-008-026-000 LOT - 6 ISLAND PARK 5632 BARBADOS BLVD BIRDSEY NAPIER INVEST GROUP, LLC N/F USE: EX. COMMERCIAL ZONE: B-2 R01100-008-020-000 LOT - 4 ISLAND PARK 5613 BARBADOS BLVD BMI PROPERTIES, LLC N/F UNINCORPORATED - NHC 1-40 INTERCHANGE USE: VACANT ZONE: B-2 R01100-008-015-000 LOT - 2 ISLAND PARK 5600 HOLLY SHELTER RD BROWN FOX, LLC N/F 910-232-5422 WILMINGTON, NC 28408 PO BOX 16689 GWR PROPERTIES, LLC DLM DLM 5625 BARBADOS BLVD CASTLE HAYNE, NC 28429 COASTAL CARRIER 24' COMMERCIAL USE: EX. ZONE: B-2 RO1100-008-019-000 LOT - 5A ISLAND PARK 5614 BARBADOS BLVD NCSU STUDENT AID ASSOC., INC. N/F DRIVE AISLE PARKING/ ASPHALT DUTY STANDARD ASPHALT DRIVE AISLE HEAVY DUTY LOADING BAYS AREA LOADING ENCLOSURE DUMPSTER 26'x14' EXPANSION FUTURE BUILDING (10.000 SF) 125' x 80' 15' R 30' R 30' R 30' R 2' R 50' R 5' R 5' R 5' R 5' R 50' R 79' 75' 304' 148' 3 LOADING SPACES REQUIRED (5 PROVIDED) 1 SPACE REQUIRED FOR NEXT 20,000 SF (OR FRACTION THEREOF) = 2 SPACES 1 SPACE REQUIRED FOR FIRST 10,000 SF = 1 SPACE PER SECTION 81-2: LOADING SPACES CALCULATIONS 12 SPACES REQUIRED (23 PROVIDED, INCLUDING 2 VAN ACCESSIBLE SPACES) 1 VISITOR SPACE PER 10 MANAGERS X 3 MANAGERS = 1 SPACE 1 SPACE PER MANAGER X 2 MANAGERS = 2 SPACES 1.5 SPACES PER 2 EMPLOYEES X 12 EMPLOYEES = 9 SPACES PER SECTION 81-1 FOR WAREHOUSES: PARKING CALCULATIONS L O AD I NG S P AC E 1 4 X 4 0 L O A DI N G S P A CE 1 4 X 4 0 L OA DI N G S P A C E 1 4 X 4 0 L OAD I N G S P AC E 1 4 X 4 0 L O AD I NG S P AC E 1 4 X 4 0 EX HYD HYD FDC WHEELSTOPS CONCRETE PROVIDE CURBING PROVIDE 7 ' CONCRETE S I DEWALK 4' CONCRETE WALK SHEET INDEX DETAILS UTILITY PLAN NCDOT DRIVEWAY PLAN SW & GRADING LANDSCAPE PLAN EXISTING CONDITIONS SITE PLAN -107 6 5 4 3 2 1 SITE PLAN 1 ASPHALT DRIVE AISLE HEAVY DUTY SPACES (3) 12x50 DRIVE AISLE PARKING/ ASPHALT APRON CONCRETE PUBLIC UTILITY EASEMENT PROPOSED 15' X 30' CFPUA ASPHALT DUTY HEAVY ASPHALT DUTY STANDARD CONCRETE CONCRETE 4 0' R 40' R 36' 36' 40' R 4 0' R BOLLARDS PUBLIC UTILITY EASEMENT PER MB 36 PAGE 387 25' CFPUA DATE DAVID L. MENIUS, P.E SEAL 35677 HTRON CARO N A LI O NA SSEF OR P L I ..... . . .............. . . . ...... .... NE NGI EER V D A IDL MENIUS . SITE DATA EX 6" PVC FORCE MAIN (CFPUA) EX 10" PVC GRAVITY SEWER (CFPUA) EX 12" PVC WATER (CFPUA) LEGEND 14 15 PROPOSED FLARED END SEC. PROPOSED DROP INLET HIGH PT. & GRADE DIR. DISTURBED AREA SILT FENCE SWALE EX CONTOURS WETLAND LINE STORMDRAIN EX FORCE MAIN EX WATER MAIN PROJECT BOUNDARY X GRAPHIC SCALE: 0 1" = 30' 603030 CAPE FEAR TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA DEVELOPER: ADDRESS: PHONE: DRAWN: APPROVED: DESIGNED: DLM 102-D CINEMA DRIVE WILMINGTON, NORTH CAROLINA 28403 SCALE: DATE: (910) 815-0775 LICENSE NO.C-0647 SHEET: STROUD ENGINEERING, P.A. 12/9/2020 1" = 30' VICINITY MAP I - 4 0 SR 1002HOLLY SHELTER RD SR 1002 HOLLY SHELTER RD S R 2 6 6 2 B A R B A D O S B L V D SR 2771LAS TORTUGAS DR SR 2 1 82 NI XON LN SITE DB 2666, PG 0770 GRID NORTH NAD 83 S 8 9 ° 4 4 ' 5 6 " E 3 8 9 . 5 1 ' N35°14'37"E69.43'S20°36'25"E 407.64' N06 °00'49"E 180.19' C1 (R260.00') S 6 9 ° 2 3' 3 5 " W 4 8 2 . 8 5' 1 91. 1 7' C2 (R1307.39') N0 7 °1 8'1 2 "E 28 28 28 27 27 27 27 27 28 27 272824 24 242525 2 8 29 2 9 2 8 2 8 24 24 24 24 24 24 24 28 28 27 2 7 2 7 2 7 28 24 24 24 24 26 26 26 26 29 2 9 28 28 28 2 8 28 28 28 28 28 28 28 28 2 8 2 8 28 26 26 26 27 2 8 29 29 28 28 2 8 28 28 28 28 28 24 24 24 24 25 2 7 27 27 27 27 27 24 2 4 25 2 3 23 33 33 33 33 28 28 26 26 25 25 2 5 25 25 25 26 26 27 33 33 31 31 31 31 31 31 31 31 32 32 32 32 32 32 32 32 30 30 30 30 30 30 3030 25 27 27 27 27 2728 28 28 28 28 28 28 28 282 828 28 28 28 2 8 28 29 29 29 29 2 9 29 29 29 2 9 29 24 24 24 24 24 24 24 24 24 25 2 5 25 25 25 25 28 26 26 24 24 24 24 24 24 24 24 2 7 27 27 27 27 27 27 2 7 27 27 27 27 2 8 28 28282828 28 2 8 27 24 24 24 2 4 24 24 24 24 24 24 2 4 24 24 24 25 25 25 24 27 27 27 2 7 27 27 2 7 27 27 27 2 7 27 2 7 2 6 2 6 2 4 2 4 24 24 24 24 24 24 24 24 24 24 24 24 24 2 42 4 2 4 2 4 2 4 2 4 2 4 24 24 24 24 2 4 2 4 24 24 24 27 2 7 2 7 27 2 7 2 8 28 28 27 27 23 23 23 23 23 23 23 23 24 24 24 24 24 24 24 24 24 24 24 24 24 24 25 25 2 5 25 25 25 25 25 25 25 25 25 25 2 5 2 5 25 25 25 25 25 2 5 2 5 2 5 2 5 2 5 25 25 25 25 25 25 25 2525 25 25 2 5 2 5 25 25 25 2 5 2 5 25 25 25 25 2 5 25 25 25 25 25 25 25 25 25 25 25 25 2 5 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 26 26 2626 26 26 26 26 26 26 26 26 26 26 26 26 26 26 2626 26 2 6 26 26 2 6 2 6 26 26 26 26 26 2 6 2 6 2 6 2 6 2 6 2 6 26 26 26 26 26 26 26 26 26 26 26 26 2 6 26 26 26 2 6 2 6 26 26 26 26 26 26 26 26 26 2626 26 26 26 2626 26 26 26 26 26 26 26 26 26 26 26 26 26 26 26 26 27 27 27 27 27 2 7 27 27 27 27 27 27 2727 2727 27 2 7 27 27 27 27 27 27 2727 27 27 27 27 27 27 27 27 2 7 27 27 27 27 27 27 27 2 7 2 7 2 7 2 7 27 2 7 27 27 27 27 27 27 27 27 2526 27 27 27 27 DIRECTED TO THE COLLECTION/TREATMENT SYSTEM. 7. ALL RUNOFF FROM IMPERVIOUS SURFACES SHALL BE 6. SOLID WASTE REMOVAL BY PRIVATE CONTRACTOR. 5. WATER AND SEWER SERVICE PROVIDED BY CFPUA. 273 IN THE NEW HANOVER COUNTY REGISTRY. 4. SETBACKS SHOWN PER DEED BOOK 6210 PAGE THE SUBJECT PROPERTY, AS DELINEATED BY OTHERS. 3. NO 404 WETLANDS OR SURFACE WATERS ARE FOUND ON THE 100 YEAR FLOOD ZONE. 2. THE SUBJECT PROPERTY IS NOT LOCATED IN 1. BOUNDARY BY OTHERS. NOTES: 22' ASPHALT 60' PUBLIC R/WSR 2662BARBADOS BLVD E X 3 6 " R C P 22.9 INV 23.1 INV MINIMUM REAR YARD MINIMUM SIDE YARD MINIMUM FRONT YARD MAXIMUM BLDG HEIGHT MINIMUM LOT AREA SQUARE FOOTAGE PROPOSED USE STREAM INDEX CLASSIFICATION RECIEVING STREAM DISTUBANCE LIMITS RESERVE PARKING/DRIVE AISLES SIDEWALKS BUILDING % OF PROPERTY TOTAL BUA PROPERTY AREA CAMA LUC ZONING PLAT BOOK/PAGE DEED BOOK/PAGE PARCEL ID 75' (SHOD) 25' (SHOD) 35' 40' NA 50,000 GSF WAREHOUSE 18-74-(47.5) B;Sw NE CAPE FEAR RIVER 6.1 AC 28,000 SF 85,365 SF 2,407 SF 50,000 SF 53.6 % 165,772 SF 3.81 AC 309,179 SF 7.10 AC INDUSTRIAL B-2 66/157 6210/273 R01100-008-027-000 USE: EX. COMMERCIAL ZONE: B-2 R01100-008-026-000 LOT - 6 ISLAND PARK 5632 BARBADOS BLVD BIRDSEY NAPIER INVEST GROUP, LLC N/F USE: EX. COMMERCIAL ZONE: B-2 R01100-008-020-000 LOT - 4 ISLAND PARK 5613 BARBADOS BLVD BMI PROPERTIES, LLC N/F UNINCORPORATED - NHC 1-40 INTERCHANGE USE: VACANT ZONE: B-2 R01100-008-015-000 LOT - 2 ISLAND PARK 5600 HOLLY SHELTER RD BROWN FOX, LLC N/F 910-232-5422 WILMINGTON, NC 28408 PO BOX 16689 GWR PROPERTIES, LLC DLM DLM 5625 BARBADOS BLVD CASTLE HAYNE, NC 28429 COASTAL CARRIER COMMERCIAL USE: EX. ZONE: B-2 RO1100-008-019-000 LOT - 5A ISLAND PARK 5614 BARBADOS BLVD NCSU STUDENT AID ASSOC., INC. N/F EX 18" RCP 24.5 INV SHEET INDEX DETAILS UTILITY PLAN NCDOT DRIVEWAY PLAN SW & GRADING LANDSCAPE PLAN EXISTING CONDITIONS SITE PLAN -107 6 5 4 3 2 1 EXISTING CONDITIONS 2 PINE 18 PINE 12 PINE 15 PINE 12 PINE 15 PINE 12 PINE 17 PINE 14 PINE 21 OAK 10 PINE 14 PINE 18 PINE 13 PINE 18 PINE 15 PINE 12 PINE 12 PINE 15 PINE 15 OAK 8 PINE 12 PINE 12 PINE 14 PINE 18 OAK 8 PINE 17 GUM 8 PINE 12 PINE 12 PINE 21 PINE 18 PINE 15 PINE 15 PINE 12 PINE 15 PINE 12 PINE 21 PINE 14 PINE 16 OAK 8 PINE 17 PINE 14 PINE 12 PINE 12 PINE 24 PINE 14 PINE 15 PINE 18 PINE 12 PINE 15 PINE 12 PINE 12 PINE 15 PINE 15 PINE 18 OAK 8 PINE 17 PINE 16 OAK 10 PINE 18 PINE 15 PINE 20 PINE 12 PINE 12 PINE 18 PINE 15 PINE 15 PINE 12 PINE 18 OAK 8 PINE 15 PINE 12 PINE 18 PINE 14 PINE 20 PINE 15 PINE 12 PINE 15 PINE 18 PINE 12 PINE 22 PINE 15 PINE 17 OAK 8 PINE 15 PINE 13 PINE 20 PINE 15 PINE 15 PINE 18 PINE 15 PINE 16 PINE 14 PINE 15 OAK 8 PINE 20 PINE 18 PINE 15 PINE 16 PINE 12 PINE 15 PINE 15 OAK 10 PINE 15 PINE 24 PINE 20 PINE 15 PINE 12 PINE 12 OAK 8 PINE 15 PINE 12 OAK 8 PINE 12 PINE 15 PINE 15 PINE 18 PINE 15 PINE 16 PINE 15 PINE 18 PINE 12 PINE 12 PINE 15 PINE 18 PINE 18 PINE 16 PINE 20 OAK 8 PINE 15 PINE 18 PINE 12 PINE 15 PINE 16 PINE 15 PINE 14 PINE 12 PINE 18 PINE 12 PINE 18 PINE 15 PINE 14 PINE 18 OAK 8 PINE 15 PINE 24 PINE 15 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ + + + + + + + + + + + + + + + + + ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + PINE 15 PINE 12 PINE 12 PINE 15 PINE 12 PINE 14 PINE 12 PINE 12 PINE 18 PINE 20 PINE 15 PINE 12 PINE 15 PINE 18 PINE 16 PINE 20 PINE 12 PINE 15 PINE 12 PINE 15 PINE 15 PINE 12 PINE 15 PINE 20 PINE 15 PINE 15 PINE 12 PINE 12 PINE 20 PINE 15 PINE 18 PINE 18 PINE 15 PINE 15 PINE 24 PINE 15 PINE 12 PINE 20 PINE 18 PINE 12 PINE 12 PINE 12 PINE 12 OAK 8 PINE 15 PINE 20 PINE 12 PINE 18 PINE 15 PINE 14 PINE 15 OAK 8 PINE 12 PINE 20 PINE 20 PINE 18 PINE 12 PINE 18 PINE 20 PINE 20 PINE 15 PINE 18 PINE 15 PINE 18 PINE 12 PINE 15 OAK 8 PINE 12 PINE 12 PINE 15 PINE 17 PINE 12 PINE 28 PINE 12 PINE 18 PINE 15 PINE 15 PINE 18PINE 12 PINE 12 PINE 12PINE 12 PINE 24 PINE 12 PINE 12 PINE 12 PINE 12 PINE 15 PINE 12 PINE 15 PINE 12 PINE 12 PINE 12 PINE 18 OAK 8 PINE 12 PINE 12 PINE 12 PINE 12 PINE 12 PINE 15 PINE 12 PINE 18 PINE 12 PINE 12 PINE 12 PINE 12 PINE 17 PINE 15 PINE 12 PINE 12 GUM 10 MAG 4 PINE 12 PINE 15 PINE 12 PINE 12 PINE 15 PINE 12 PINE 12 PINE 20 PINE 18 PINE 15 PINE 12 PINE 15 PINE 15 GUM 10 PINE 15 PINE 12 PINE 12 PINE 12 PINE 12 PINE 15 PINE 12 PINE 18 PINE 12 PINE 18 PINE 12 PINE 15 + + + + + ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ + + + + + + + + + + + + + + + + + ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ + + + + + + + + + + + + + + + + + + ++ ++ + + + + + + PINE 15 PINE 18 PINE 12 PINE 12 PINE 14 PINE 12 PINE 15 PINE 15 PINE 20 PINE 12 PINE 15 PINE 12 PINE 12 PINE 15 PINE 15 PINE 15 PINE 12 PINE 12 PINE 12 PINE 15 PINE 12 PINE 12 PINE 15 GUM 8 HOLLY 4 PINE 15 PINE 15 PINE 12 PINE 15 PINE 12 PINE 14 PINE 15 PINE 18 PINE 12 PINE 18 PINE 18 PINE 15 PINE 12 PINE 17 PINE 12 PINE 15 PINE 15 PINE 15 PINE 22 PINE 14 PINE 15 PINE 15 PINE 18 PINE 18 PINE 15 PINE 12 PINE 12 PINE 15 PINE 18 PINE 15 PINE 12PINE 14 PINE 15 PINE 15 PINE 15 PINE 12 PINE 18 PINE 15 PINE 15 PINE 18 PINE 14 PINE 15 PINE 12 PINE 12 PINE 12 PINE 12 PINE 15 PINE 12 PINE 14 PINE 20 PINE 15 PINE 12 PINE 15 PINE 12 PINE 15 PINE 18 PINE 12 PINE 18 PINE 12 PINE 12 PINE 12 PINE 14 PINE 15 PINE 12 PINE 15 PINE 15 GUM 12 PINE 15 PINE 15 PINE 12 PINE 12 PINE 12 PINE 15 OAK 12 PINE 18 PINE 15PINE 15 PINE 18 PINE 15 PINE 12 PINE 20 PINE 14 PINE 15 PINE 15 PINE 12 + + + + + + + + + + + + + + + + ++ + + + + + + + + + + + ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ + + + + + + + + + + + + + + + + + + + PINE 12 PINE 18 PINE 14 PINE 12 PINE 24 PINE 15 PINE 12 PINE 18 PINE 15 PINE 13 PINE 15 PINE 15 GUM 8 PINE 18 PINE 12 PINE 14 PINE 18 PINE 15 PINE 18 PINE 18 PINE 12PINE 15PINE 18 PINE 15 PINE 18 GUM 12 PINE 12 PINE 24 PINE 15 PINE 15 PINE 18 PINE 12 PINE 14 PINE 16 PINE 15PINE 18 PINE 18 PINE 18 PINE 12 PINE 12 PINE 18 OAK 11 PINE 12 PINE 18 PINE 15 PINE 12 GUM 9 PINE 12 PINE 12 PINE 15 PINE 15 PINE 15 PINE 18 PINE 15 PINE 15 PINE 15 PINE 12 PINE 18 OAK 12 GUM 9 PINE 20 PINE 18 PINE 15 PINE 15 PINE 18 PINE 13 PINE 12 PINE 12 PINE 15 PINE 12 PINE 15 PINE 18 PINE 12 PINE 12 PINE 18PINE 15 OAK 8 PINE 15 PINE 12 PINE 17 PINE 15 PINE 18 PINE 12 PINE 14 PINE 15 PINE 18 PINE 12 PINE 12 OAK 8 GUM 9 PINE 15 PINE 15 PINE 14 PINE 15 PINE 15 OAK 12 PINE 12 PINE 12 PINE 12 OAK 8 PINE 15 PINE 15 + + + + + + + + + + + + + + + + + + + + +++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++++ + + + + + + + + + + + + + + + + PINE 12 PINE 18PINE 15 PINE 15 PINE 12 PINE 12 PINE 12 PINE 18 PINE 12 PINE 15 PINE 18 PINE 12 PINE 12 PINE 12 DOGWOOD 4 PINE 12 PINE 15 PINE 12 PINE 15 PINE 15 PINE 18 PINE 12 PINE 12 PINE 15 PINE 18 PINE 12 PINE 12 PINE 12 PINE 15 PINE 15 PINE 18 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + (BUILDING FOOTPRINT) REMOVE 24" PINE RETAIN 24" PINE INV 17.22 RIM 27.65 EX SSMH INV 16.87 RIM 27.80 EX SSMH INV 15.85 RIM 27.98 EX SSMH (LOCATED IN SWALE) REMOVE 24" PINE EX 18" RCP PUBLIC UTILITY EASEMENT PER MB 36 PAGE 387 25' CFPUA DATE DAVID L. MENIUS, P.E SEAL 35677 HTRON CARO N A LI O NA SSEF OR P L I ..... . . .............. . . . ...... .... NE NGI EER V D A IDL MENIUS . SITE DATA LEGEND 14 15 PROPOSED FLARED END SEC. PROPOSED DROP INLET HIGH PT. & GRADE DIR. DISTURBED AREA SILT FENCE SWALE EX CONTOURS WETLAND LINE STORMDRAIN EX FORCE MAIN EX WATER MAIN PROJECT BOUNDARY X GRAPHIC SCALE: 0 1" = 30' 603030 CAPE FEAR TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA DEVELOPER: ADDRESS: PHONE: DRAWN: APPROVED: DESIGNED: DLM 102-D CINEMA DRIVE WILMINGTON, NORTH CAROLINA 28403 SCALE: DATE: (910) 815-0775 LICENSE NO.C-0647 SHEET: STROUD ENGINEERING, P.A. 12/9/2020 1" = 30' VICINITY MAP I - 4 0 SR 1002HOLLY SHELTER RD SR 1002 HOLLY SHELTER RD S R 2 6 6 2 B A R B A D O S B L V D SR 2771LAS TORTUGAS DR SR 2 1 82 NI XON LN SITE DB 2666, PG 0770 GRID NORTH NAD 83 S 8 9 ° 4 4 ' 5 6 " E 3 8 9 . 5 1 ' N35°14'37"E69.43'S20°36'25"E 407.64' N06 °00'49"E 180.19' C1 (R260.00') S 6 9 ° 2 3' 3 5 " W 4 8 2 . 8 5' 1 91. 1 7' C2 (R1307.39') N0 7 °1 8'1 2 "E DIRECTED TO THE COLLECTION/TREATMENT SYSTEM. 7. ALL RUNOFF FROM IMPERVIOUS SURFACES SHALL BE 6. SOLID WASTE REMOVAL BY PRIVATE CONTRACTOR. 5. WATER AND SEWER SERVICE PROVIDED BY CFPUA. 273 IN THE NEW HANOVER COUNTY REGISTRY. 4. SETBACKS SHOWN PER DEED BOOK 6210 PAGE THE SUBJECT PROPERTY, AS DELINEATED BY OTHERS. 3. NO 404 WETLANDS OR SURFACE WATERS ARE FOUND ON THE 100 YEAR FLOOD ZONE. 2. THE SUBJECT PROPERTY IS NOT LOCATED IN 1. BOUNDARY BY OTHERS. NOTES: 22' ASPHALT 60' PUBLIC R/WSR 2662BARBADOS BLVD MINIMUM REAR YARD MINIMUM SIDE YARD MINIMUM FRONT YARD MAXIMUM BLDG HEIGHT MINIMUM LOT AREA SQUARE FOOTAGE PROPOSED USE STREAM INDEX CLASSIFICATION RECIEVING STREAM DISTUBANCE LIMITS RESERVE PARKING/DRIVE AISLES SIDEWALKS BUILDING % OF PROPERTY TOTAL BUA PROPERTY AREA CAMA LUC ZONING PLAT BOOK/PAGE DEED BOOK/PAGE PARCEL ID 75' (SHOD) 25' (SHOD) 35' 40' NA 50,000 GSF WAREHOUSE 18-74-(47.5) B;Sw NE CAPE FEAR RIVER 6.1 AC 28,000 SF 85,365 SF 2,407 SF 50,000 SF 53.6 % 165,772 SF 3.81 AC 309,179 SF 7.10 AC INDUSTRIAL B-2 66/157 6210/273 R01100-008-027-000 USE: EX. COMMERCIAL ZONE: B-2 R01100-008-026-000 LOT - 6 ISLAND PARK 5632 BARBADOS BLVD BIRDSEY NAPIER INVEST GROUP, LLC N/F USE: EX. COMMERCIAL ZONE: B-2 R01100-008-020-000 LOT - 4 ISLAND PARK 5613 BARBADOS BLVD BMI PROPERTIES, LLC N/F UNINCORPORATED - NHC 1-40 INTERCHANGE USE: VACANT ZONE: B-2 R01100-008-015-000 LOT - 2 ISLAND PARK 5600 HOLLY SHELTER RD BROWN FOX, LLC N/F 910-232-5422 WILMINGTON, NC 28408 PO BOX 16689 GWR PROPERTIES, LLC DLM DLM 5625 BARBADOS BLVD CASTLE HAYNE, NC 28429 COASTAL CARRIER COMMERCIAL USE: EX. ZONE: B-2 RO1100-008-019-000 LOT - 5A ISLAND PARK 5614 BARBADOS BLVD NCSU STUDENT AID ASSOC., INC. N/F WOODEN FENCE WITH 8' OPAQUE SCREEN DUMPSTER FOUNDATION PLANTING (1.810 SF PROVIDED) TO PARKING/DRIVE AISLE = 15,000 SF X 12% = 1,800 SF REQUIRED 40 FT AVERAGE FACADE HEIGHT X 375 LF OF FACADE ADJACENT FOUNDATION PLANTING CALCULATIONS X 25 STREETYARD FACTOR = 16,450 SF REQUIRED (17,350 PROVIDED) 730 LF PROPERTY FRONTAGE - 72' DRIVEWAY = 658 LF STREETYARD CALCULATIONS CONSISTING OF MULCH AND (4) BLUE RUG JUNIPER PER 100 SF PROVIDE WAX MYRTLES AS NOTED ON PLAN ALONG WITH GROUNDCOVER 87,772 SF X 8.0% = 7,022 SF REQUIRED (7,410 PROVIDED) TOTAL PARKING LOT + DRIVE AISLE + WALKWAY AREA = 87,772 SF PARKING LOT INTERIOR LANDSCAPING CALCULATIONS STREETYARD PLANTINGS TO BE SATISFIED BY AND PERIMETER LANDSCAPING PARKING AREA SCREENING AND 174 AZALEAS W/ 29 RIVER BIRCH 17350 SF STREETYARD SIGHT TRIANGLES 15' X 30' NHC SIGHT TRIANGLES 15' X 30' NHC W/ 8 WAXMYRTLES LANDSCAPING 1368 SF INTERIOR W/ 19 WAXMYRTLES LANDSCAPING 2725 SF INTERIOR STREETYARD 25' 92 TREES SHALL BE PLANTED OR RETAINED 6.1 ACRES DISTURBED X 15 = 92 TREES REQUIRED PER ACRE OF DISTURBANCE: RETAIN OR PLANT 15 TREES (2" CALIPER) CONFLICT WITH ESSENTIAL SITE IMPROVEMENTS. ALL PROTECTED TREES TO BE REMOVED ARE IN LOCATIONS WHICH PRACTICABLE REGARDLESS OF SPECIES OR SIZE EXISTING TREES SHALL BE RETAINED TO THE GREATEST EXTENT TREE NOTES: PRACTICABLE. AND TO THE GREATEST EXTENT OF PLANTINGS WHERE NOTED EXISTING TREES IN LIEU PARKING SETBACK. RETAIN IN THE SHOD BUILDING AND TO ENABLE A 25% REDUCTION ALONG THE PROPERTY LINE PLANTED ON A 40' SPACING PROVIDE 20 RIVER BIRCH SHEET INDEX DETAILS UTILITY PLAN NCDOT DRIVEWAY PLAN SW & GRADING LANDSCAPE PLAN EXISTING CONDITIONS SITE PLAN -107 6 5 4 3 2 1 LANDSCAPE PLAN 3 PINE 12 PINE 12 PINE 14 PINE 21 OAK 10 PINE 18 PINE 13 PINE 15 PINE 12 PINE 12 PINE 18 OAK 8 PINE 12 PINE 12 PINE 18 PINE 15 PINE 12 PINE 14 PINE 16 OAK 8 PINE 12 PINE 12 PINE 24 PINE 15 PINE 12 PINE 15 PINE 18 OAK 8 PINE 17 OAK 10 PINE 18 PINE 20 PINE 12 PINE 12 PINE 18 OAK 8 PINE 12 PINE 18 PINE 20 PINE 12 PINE 15 PINE 18 PINE 15 OAK 8 PINE 15 PINE 20 PINE 15 PINE 15 PINE 15 PINE 14 PINE 20 PINE 18 PINE 15 PINE 12 PINE 15 OAK 10 PINE 24 PINE 12 OAK 8 OAK 8 PINE 15 PINE 18 PINE 16 PINE 12 PINE 18 PINE 20 PINE 15 PINE 12 PINE 16 PINE 14 PINE 18 PINE 18 PINE 18 PINE 15 PINE 15 + + + + + + + + ++ + + + + + ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + PINE 15 PINE 24 PINE 12 PINE 24 PINE 15 + + + + + PINE 24+ PINE 12 DOGWOOD 4 + + FOR SHOD PLANTING RETAIN EX TREE FOR SHOD PLANTING RETAIN EX TREES EX TREES RETAIN EX TREES RETAIN (BUILDING FOOTPRINT) REMOVE 24" PINE RETAIN 24" PINE ACCESS TO HYDRANT OBSCURE OR RESTRICT LANDSCAPING SHALL NOT ACCESS TO FDC OBSCURE OR RESTRICT LANDSCAPING SHALL NOT HYD FDC CFPUA EASEMENT ENCROACH INTO PROPOSED LANDSCAPING SHALL NOT W/ 7 WAXMYRTLES LANDSCAPING 1063 SF INTERIOR W/ 15 WAXMYRTLES LANDSCAPING 2254 SF INTERIOR OR DOT SIGHT TRIANGLES PLACED WITHIN THE NHC NO OBSTRUCTIONS SHALL BE TRIANGLE (TYP) 10' X 70' SIGHT PROPOSED NCDOT (LOCATED IN SWALE) REMOVE 24" PINE DISCRETION OF NHC ZONING OF SHOD PLANTINGS AT THE 10' OF THE PROPERTY IN LIEU RETAINED WITHIN THE FIRST ADDITIONAL TREES MAY BE PUBLIC UTILITY EASEMENT PER MB 36 PAGE 387 25' CFPUA DATE DAVID L. MENIUS, P.E SEAL 35677 HTRON CARO N A LI O NA SSEF OR P L I ..... . . .............. . . . ...... .... NE NGI EER V D A IDL MENIUS . SITE DATA LEGEND 14 15 PROPOSED FLARED END SEC. PROPOSED DROP INLET HIGH PT. & GRADE DIR. DISTURBED AREA SILT FENCE SWALE EX CONTOURS WETLAND LINE STORMDRAIN EX FORCE MAIN EX WATER MAIN PROJECT BOUNDARY X GRAPHIC SCALE: 0 1" = 30' 603030 CAPE FEAR TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA DEVELOPER: ADDRESS: PHONE: DRAWN: APPROVED: DESIGNED: DLM 102-D CINEMA DRIVE WILMINGTON, NORTH CAROLINA 28403 SCALE: DATE: (910) 815-0775 LICENSE NO.C-0647 SHEET: STROUD ENGINEERING, P.A. 12/9/2020 1" = 30' VICINITY MAP I - 4 0 SR 1002HOLLY SHELTER RD SR 1002 HOLLY SHELTER RD S R 2 6 6 2 B A R B A D O S B L V D SR 2771LAS TORTUGAS DR SR 2 1 82 NI XON LN SITE DB 2666, PG 0770 GRID NORTH NAD 83 28 28 28 27 27 27 27 27 28 27 272824 24 242525 2 8 29 2 9 2 8 2 8 24 24 24 24 24 24 24 28 28 27 2 7 2 7 2 7 28 24 24 24 24 26 26 26 26 29 2 9 28 28 28 2 8 28 28 28 28 28 28 28 28 2 8 2 8 28 26 26 26 27 2 8 29 29 28 28 2 8 28 28 28 28 28 24 24 24 24 25 2 7 27 27 27 27 27 24 2 4 25 2 3 23 33 33 33 33 28 28 26 26 25 25 2 5 25 25 25 26 26 27 33 33 31 31 31 31 31 31 31 31 32 32 32 32 32 32 32 32 30 30 30 30 30 30 3030 25 27 27 27 27 2728 28 28 28 28 28 28 28 282 828 28 28 28 2 8 28 29 29 29 29 2 9 29 29 29 2 9 29 24 24 24 24 24 24 24 24 24 25 2 5 25 25 25 25 28 26 26 24 24 24 24 24 24 24 24 2 7 27 27 27 27 27 27 2 7 27 27 27 27 2 8 28 28282828 28 2 8 27 24 24 24 2 4 24 24 24 24 24 24 2 4 24 24 24 25 25 25 24 27 27 27 2 7 27 27 2 7 27 27 27 2 7 27 2 7 2 6 2 6 2 4 2 4 24 24 24 24 24 24 24 24 24 24 24 24 24 2 42 4 2 4 2 4 2 4 2 4 2 4 24 24 24 24 2 4 2 4 24 24 24 27 2 7 2 7 27 2 7 2 8 28 28 27 27 23 23 23 23 23 23 23 23 24 24 24 24 24 24 24 24 24 24 24 24 24 24 25 25 2 5 25 25 25 25 25 25 25 25 25 25 2 5 2 5 25 25 25 25 25 2 5 2 5 2 5 2 5 2 5 25 25 25 25 25 25 25 2525 25 25 2 5 2 5 25 25 25 2 5 2 5 25 25 25 25 2 5 25 25 25 25 25 25 25 25 25 25 25 25 2 5 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 26 26 2626 26 26 26 26 26 26 26 26 26 26 26 26 26 26 2626 26 2 6 26 26 2 6 2 6 26 26 26 26 26 2 6 2 6 2 6 2 6 2 6 2 6 26 26 26 26 26 26 26 26 26 26 26 26 2 6 26 26 26 2 6 2 6 26 26 26 26 26 26 26 26 26 2626 26 26 26 2626 26 26 26 26 26 26 26 26 26 26 26 26 26 26 26 26 27 27 27 27 27 2 7 27 27 27 27 27 27 2727 2727 27 2 7 27 27 27 27 27 27 2727 27 27 27 27 27 27 27 27 2 7 27 27 27 27 27 27 27 2 7 2 7 2 7 2 7 27 2 7 27 27 27 27 27 27 27 27 2526 27 27 27 27 DIRECTED TO THE COLLECTION/TREATMENT SYSTEM. 7. ALL RUNOFF FROM IMPERVIOUS SURFACES SHALL BE 6. SOLID WASTE REMOVAL BY PRIVATE CONTRACTOR. 5. WATER AND SEWER SERVICE PROVIDED BY CFPUA. 273 IN THE NEW HANOVER COUNTY REGISTRY. 4. SETBACKS SHOWN PER DEED BOOK 6210 PAGE THE SUBJECT PROPERTY, AS DELINEATED BY OTHERS. 3. NO 404 WETLANDS OR SURFACE WATERS ARE FOUND ON THE 100 YEAR FLOOD ZONE. 2. THE SUBJECT PROPERTY IS NOT LOCATED IN 1. BOUNDARY BY OTHERS. NOTES: 22' ASPHALT 60' PUBLIC R/WSR 2662BARBADOS BLVD 25 24 23 22262728 25 24 23 22 26 27 28 30 28 29 29 31 30 2626 27 28 27 28 2 8 2 8 2 7 28 27 2626 27 28 INV 24.3 RIM 27.8 DI 5INV 24.1 RIM 27.8 DI 6 INV 22.5 RIM 27.0 DI 4 INV 22.0 FES 4 INV 23.0 RIM 27.0 DI 2 INV 22.8 RIM 27.3 DI 3 INV 24.0 FES 5 RCP 24.5 DEQ 25.0 SLOT 25.5 RIM 26.8 OS TOP 27.2 EM WEIR 2 25 LF TOP 27.2 EM WEIR 1 25 LF E X 3 6 " R C P 22.9 INV 23.1 INV MINIMUM REAR YARD MINIMUM SIDE YARD MINIMUM FRONT YARD MAXIMUM BLDG HEIGHT MINIMUM LOT AREA SQUARE FOOTAGE PROPOSED USE STREAM INDEX CLASSIFICATION RECIEVING STREAM DISTUBANCE LIMITS RESERVE PARKING/DRIVE AISLES SIDEWALKS BUILDING % OF PROPERTY TOTAL BUA PROPERTY AREA CAMA LUC ZONING PLAT BOOK/PAGE DEED BOOK/PAGE PARCEL ID 75' (SHOD) 25' (SHOD) 35' 40' NA 50,000 GSF WAREHOUSE 18-74-(47.5) B;Sw NE CAPE FEAR RIVER 6.1 AC 28,000 SF 85,365 SF 2,407 SF 50,000 SF 53.6 % 165,772 SF 3.81 AC 309,179 SF 7.10 AC INDUSTRIAL B-2 66/157 6210/273 R01100-008-027-000 USE: EX. COMMERCIAL ZONE: B-2 R01100-008-026-000 LOT - 6 ISLAND PARK 5632 BARBADOS BLVD BIRDSEY NAPIER INVEST GROUP, LLC N/F USE: EX. COMMERCIAL ZONE: B-2 R01100-008-020-000 LOT - 4 ISLAND PARK 5613 BARBADOS BLVD BMI PROPERTIES, LLC N/F UNINCORPORATED - NHC 1-40 INTERCHANGE USE: VACANT ZONE: B-2 R01100-008-015-000 LOT - 2 ISLAND PARK 5600 HOLLY SHELTER RD BROWN FOX, LLC N/F 910-232-5422 WILMINGTON, NC 28408 PO BOX 16689 GWR PROPERTIES, LLC DLM DLM 5625 BARBADOS BLVD CASTLE HAYNE, NC 28429 COASTAL CARRIER COMMERCIAL USE: EX. ZONE: B-2 RO1100-008-019-000 LOT - 5A ISLAND PARK 5614 BARBADOS BLVD NCSU STUDENT AID ASSOC., INC. N/F 31 31 29 2 8 INV 23.5 RIM 27.0 DI 1 INV 22.2 WEIR 26.5 TB 4 INV 25.0 WEIR 26.5 TB 3 INV 25.0 WEIR 26.5 TB 2 INV 24.0 WEIR 26.5 TB 1 EX 18" RCP 24.5 INV INV 23.6 PPES 2 INV 24.0 PPES 1CLASS IV RCP64 LF 18" INV 24.0 PPES 4 CLASS IV RCP64 LF 18" INV 23.6 PPES 3 112 LF 15" RCP 160 LF 18" RCP INV 23.8 RIM 31.5 JB 2 INV 27.0 RIM 30.0 YI 1 INV 26.0 RIM 30.0 YI 5 ROOF DRAIN MANIFOLD 32 LF 18" R CP 180 LF 24" RCP 108 LF 18" RCP 58 LF 15" RCP 60 LF 15" RCP 1 5 8 L F 2 4 " RC P 32 LF 30" RCP 42 LF 30" RCP INV 24.5 RIM 28.0 YI 7 72 LF 1 8" HDPE 76 LF 18" HDPE TOP 24.5 FOREBAY WEIR RIPRAP LINED 50 LF SECTION 178 LF 18" RCP 77 LF 15" RCP 93 LF 18" RCP INV 24.5 RIM 30.3 JB 1 INV 26.8 RIM 30.0 YI 2 INV 26.5 RIM 30.0 YI 3 INV 26.3 RIM 30.0 YI 4 84 LF 8" HDPE 84 LF 12" HDPE 84 LF 12" HDPE 84 LF 15" HDPE 28 28 28 27 27 26 25 24 262524 2 6 2 5 2 4 2 8 27 28 27262524 2 8 SHEET INDEX DETAILS UTILITY PLAN NCDOT DRIVEWAY PLAN SW & GRADING LANDSCAPE PLAN EXISTING CONDITIONS SITE PLAN -107 6 5 4 3 2 1 STORMWATER, GRADING, AND EROSION CONTROL PLAN 4 PINE 12 PINE 12 PINE 14 PINE 21 OAK 10 PINE 18 PINE 13 PINE 15 PINE 12 PINE 12 PINE 18 OAK 8 PINE 12 PINE 12 PINE 18 PINE 15 PINE 12 PINE 14 PINE 16 OAK 8 PINE 12 PINE 12 PINE 24 PINE 15 PINE 12 PINE 15 PINE 18 OAK 8 PINE 17 OAK 10 PINE 18 PINE 20 PINE 12 PINE 12 PINE 18 OAK 8 PINE 12 PINE 18 PINE 20 PINE 12 PINE 15 PINE 18 PINE 15 OAK 8 PINE 15 PINE 20 PINE 15 PINE 15 PINE 15 PINE 14 PINE 20 PINE 18 PINE 15 PINE 12 PINE 15 OAK 10 PINE 24 PINE 12 OAK 8 OAK 8 PINE 15 PINE 18 PINE 16 PINE 12 PINE 18 PINE 20 PINE 15 PINE 12 PINE 16 PINE 14 PINE 18 PINE 18 PINE 18 PINE 15 PINE 15 + + + + + + + + ++ + + + + + ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + PINE 15 PINE 24 PINE 12 PINE 24 PINE 15 + + + + + PINE 24+ PINE 12 DOGWOOD 4 + + 31 29 28 30 (BUILDING FOOTPRINT) REMOVE 24" PINE RETAIN 24" PINE 28272625242322 3 0 3 1 27 28 2827 28 21 20 21 27 INV 25.5 RIM 29.5 YI 6 6 4 LF 1 8 " HDP E SKIMMER AND SIDE SLOPES. REQUIRED VEGETATION ON SHELF SEDIMENT FROM BASIN, AND INSTALL DRAINAGE AREA, REMOVE EXCESS UPON STABILIZATION OF TRIBUTARY NOTE: TEMPORARY POOL: 25.5 PERMANENT POOL: 25.0 BOTTOM OF BASIN: 20.0 TOP OF BASIN: 28.0 TEMPORARY SKIMMER BASIN NOTES: DISTURBANCE LIMITS OF DISTURBANCE AT LIMITS OF SILT FENCE DISTURBANCE AT LIMITS OF SILT FENCE DISTURBANCE AT LIMITS OF SILT FENCE ENTRANCE CONSTRUCTION PROVIDE GRAVEL ENTRANCE CONSTRUCTION PROVIDE GRAVEL (TYP) INLET PROTECTION CLOTH AND GRAVEL PROVIDE HARDWARE FFE 32.0 PARALLEL PIPE END DETAIL DRAWING # 310.02 FOR REFER TO NCDOT STANDARD BE UTILIZED IN THE RW CONCRETE PIPE SHALL CLASS IV REINFORCED NOTE:(LOCATED IN SWALE) REMOVE 24" PINE EX 18" RCP PUBLIC UTILITY EASEMENT PER MB 36 PAGE 387 25' CFPUA DATE DAVID L. MENIUS, P.E SEAL 35677 HTRON CARO N A LI O NA SSEF OR P L I ..... . . .............. . . . ...... .... NE NGI EER V D A IDL MENIUS . SITE DATA LEGEND 14 15 PROPOSED FLARED END SEC. PROPOSED DROP INLET HIGH PT. & GRADE DIR. DISTURBED AREA SILT FENCE SWALE EX CONTOURS WETLAND LINE STORMDRAIN EX FORCE MAIN EX WATER MAIN PROJECT BOUNDARY X GRAPHIC SCALE: 0 1" = 30' 603030 CAPE FEAR TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA DEVELOPER: ADDRESS: PHONE: DRAWN: APPROVED: DESIGNED: DLM 102-D CINEMA DRIVE WILMINGTON, NORTH CAROLINA 28403 SCALE: DATE: (910) 815-0775 LICENSE NO.C-0647 SHEET: STROUD ENGINEERING, P.A. 12/9/2020 1" = 30' VICINITY MAP I - 4 0 SR 1002HOLLY SHELTER RD SR 1002 HOLLY SHELTER RD S R 2 6 6 2 B A R B A D O S B L V D SR 2771LAS TORTUGAS DR SR 2 1 82 NI XON LN SITE DB 2666, PG 0770 GRID NORTH NAD 83 DIRECTED TO THE COLLECTION/TREATMENT SYSTEM. 7. ALL RUNOFF FROM IMPERVIOUS SURFACES SHALL BE 6. SOLID WASTE REMOVAL BY PRIVATE CONTRACTOR. 5. WATER AND SEWER SERVICE PROVIDED BY CFPUA. 273 IN THE NEW HANOVER COUNTY REGISTRY. 4. SETBACKS SHOWN PER DEED BOOK 6210 PAGE THE SUBJECT PROPERTY, AS DELINEATED BY OTHERS. 3. NO 404 WETLANDS OR SURFACE WATERS ARE FOUND ON THE 100 YEAR FLOOD ZONE. 2. THE SUBJECT PROPERTY IS NOT LOCATED IN 1. BOUNDARY BY OTHERS. NOTES: 22' ASPHALT 60' PUBLIC R/WSR 2662BARBADOS BLVD x 26.3 EX EP x 26.3 EX EP x 26.4 EX EP x 26.4 EX EP x 26.3 EX EP x 26.2 EX EP E X 3 6 " R C P 22.9 INV 23.1 INV MINIMUM REAR YARD MINIMUM SIDE YARD MINIMUM FRONT YARD MAXIMUM BLDG HEIGHT MINIMUM LOT AREA SQUARE FOOTAGE PROPOSED USE STREAM INDEX CLASSIFICATION RECIEVING STREAM DISTUBANCE LIMITS RESERVE PARKING/DRIVE AISLES SIDEWALKS BUILDING % OF PROPERTY TOTAL BUA PROPERTY AREA CAMA LUC ZONING PLAT BOOK/PAGE DEED BOOK/PAGE PARCEL ID 75' (SHOD) 25' (SHOD) 35' 40' NA 50,000 GSF WAREHOUSE 18-74-(47.5) B;Sw NE CAPE FEAR RIVER 6.1 AC 28,000 SF 85,365 SF 2,407 SF 50,000 SF 53.6 % 165,772 SF 3.81 AC 309,179 SF 7.10 AC INDUSTRIAL B-2 66/157 6210/273 R01100-008-027-000 910-232-5422 WILMINGTON, NC 28408 PO BOX 16689 GWR PROPERTIES, LLC DLM DLM 5625 BARBADOS BLVD CASTLE HAYNE, NC 28429 COASTAL CARRIER 36' 36' EX 18" RCP 24.5 INV TRIANGLE (TYP) 10' X 70' SIGHT PROPOSED NCDOT 11' 11' EP R /W EP R/W R/W R/W EP 11' 11' EP R/W R/W R/W R/ W R/ W 40' R 4 0' R 4 0' R 40' R R/W SHEET INDEX DETAILS UTILITY PLAN NCDOT DRIVEWAY PLAN SW & GRADING LANDSCAPE PLAN EXISTING CONDITIONS SITE PLAN -107 6 5 4 3 2 1 NCDOT DRIVEWAY PLAN 5 2% 2% 26.0 x 26.1 x 45 MP H P OSTE D SPEE D LI MIT PARALLEL PIPE END DETAIL DRAWING # 310.02 FOR REFER TO NCDOT STANDARD BE UTILIZED IN THE RW CONCRETE PIPE SHALL CLASS IV REINFORCED NOTE: IN R/W PROPOSED NO CURBING DOT SIGHT TRIANGLES BE PLACED WITHIN THE NO OBSTRUCTIONS SHALL FLOW DRIVEWAY EX ASPHALT INV 24.0 PPES 4 64 LF 18" CLASS IV RCP INV 23.6 PPES 3 64 LF 18" CLASS IV RCP INV 23.6 PPES 2 INV 24.0 PPES 1 DRIVEWAY NORTH OF THE PROPOSED SIDE OF BARBADOS BLVD DRIVEWAY ALONG THE WEST THERE ARE NO EXISTING (HOLLY SHELTER ROAD) LINE TO > OF SR 1002 1065' FROM PROPERTY TO > O F NOR TH ERN DR IVEWAY 3 3 0' FROM PRO PERTY L IN E TO > OF SOUTHERN DRIVEWAY 315' FROM > OF NORTHERN DRIVEWAY SOUTHERN DRIVEWAY LINE TO > OF 58' FROM PROPERTY ADJACENT DRIVEWAY LINE TO > OF 64' FROM PROPERTY ADJACENT DRIVEWAYS 335' FROM > TO > OF A DJ ACE NT D RI VE W A YS 450' F R O M > T O > OF 140' > TO > OFFSET 340' > TO > OFFSET SECTIONS OUTSIDE NCDOT R/W REFER TO DETAIL SHEETS FOR PAVEMENT P ROP ERTY LI NE P R O P E R T Y L I N E FLOW FLOW FLOW FLOW FL O W DITCH ROADSIDE EXISTING 19' 19' 28' ASPHALT DRIVE AISLE ASPHALT DRIVE AISLE TO > OF SOUTHERN DRIVEWAY 315' FROM > OF NORTHERN DRIVEWAY F L O W DRIVEWAY EX ASPHALT ALONG ROADWAY/DRIVEWAY > ALL DIMENSIONS ARE TO AND NOTE: 45 MPH POSTED SPEED LIMIT DRIVEWAY PAVEMENT SECTION 100% MODIFIED PROCTOR SUBGRADE COMPACTED TO NTS 8" ABC (3" TOTAL) ASPHALT LIFTS (2) 1.5" S9.5B APPLICABLE TO BARBADOS BLVD R/W NO CURBING PROPOSED IN R/W 50,000 SF WAREHOUSE FACILITY EX 18" RCP FLOW FLOW DITCH ROADSIDE EXISTING DATE DAVID L. MENIUS, P.E SEAL 35677 HTRON CARO N A LI O NA SSEF OR P L I ..... . . .............. . . . ...... .... NE NGI EER V D A IDL MENIUS . SITE DATA EX 6" PVC FORCE MAIN (CFPUA) EX 10" PVC GRAVITY SEWER (CFPUA) EX 12" PVC WATER (CFPUA) LEGEND 14 15 PROPOSED FLARED END SEC. PROPOSED DROP INLET HIGH PT. & GRADE DIR. DISTURBED AREA SILT FENCE SWALE EX CONTOURS WETLAND LINE STORMDRAIN EX FORCE MAIN EX WATER MAIN PROJECT BOUNDARY X GRAPHIC SCALE: 0 1" = 30' 603030 CAPE FEAR TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA DEVELOPER: ADDRESS: PHONE: DRAWN: APPROVED: DESIGNED: DLM 102-D CINEMA DRIVE WILMINGTON, NORTH CAROLINA 28403 SCALE: DATE: (910) 815-0775 LICENSE NO.C-0647 SHEET: STROUD ENGINEERING, P.A. 12/9/2020 1" = 30' VICINITY MAP I - 4 0 SR 1002HOLLY SHELTER RD SR 1002 HOLLY SHELTER RD S R 2 6 6 2 B A R B A D O S B L V D SR 2771LAS TORTUGAS DR SR 2 1 82 NI XON LN SITE DB 2666, PG 0770 GRID NORTH NAD 83 DIRECTED TO THE COLLECTION/TREATMENT SYSTEM. 7. ALL RUNOFF FROM IMPERVIOUS SURFACES SHALL BE 6. SOLID WASTE REMOVAL BY PRIVATE CONTRACTOR. 5. WATER AND SEWER SERVICE PROVIDED BY CFPUA. 273 IN THE NEW HANOVER COUNTY REGISTRY. 4. SETBACKS SHOWN PER DEED BOOK 6210 PAGE THE SUBJECT PROPERTY, AS DELINEATED BY OTHERS. 3. NO 404 WETLANDS OR SURFACE WATERS ARE FOUND ON THE 100 YEAR FLOOD ZONE. 2. THE SUBJECT PROPERTY IS NOT LOCATED IN 1. BOUNDARY BY OTHERS. NOTES: 22' ASPHALT 60' PUBLIC R/WSR 2662BARBADOS BLVD E X 3 6 " R C P 22.9 INV 23.1 INV MINIMUM REAR YARD MINIMUM SIDE YARD MINIMUM FRONT YARD MAXIMUM BLDG HEIGHT MINIMUM LOT AREA SQUARE FOOTAGE PROPOSED USE STREAM INDEX CLASSIFICATION RECIEVING STREAM DISTUBANCE LIMITS RESERVE PARKING/DRIVE AISLES SIDEWALKS BUILDING % OF PROPERTY TOTAL BUA PROPERTY AREA CAMA LUC ZONING PLAT BOOK/PAGE DEED BOOK/PAGE PARCEL ID 75' (SHOD) 25' (SHOD) 35' 40' NA 50,000 GSF WAREHOUSE 18-74-(47.5) B;Sw NE CAPE FEAR RIVER 6.1 AC 28,000 SF 85,365 SF 2,407 SF 50,000 SF 53.6 % 165,772 SF 3.81 AC 309,179 SF 7.10 AC INDUSTRIAL B-2 66/157 6210/273 R01100-008-027-000 910-232-5422 WILMINGTON, NC 28408 PO BOX 16689 GWR PROPERTIES, LLC DLM DLM 5625 BARBADOS BLVD CASTLE HAYNE, NC 28429 COASTAL CARRIER EX 18" RCP 24.5 INV HYD FDC FIRE LINE 8" PRIVATE TS & V 8" x 12" THE R/W LOCATED OUTSITE RPDA SHALL BE RPDA 8" CFPUA PUBLIC UTILITY EASEMENT SET WATER METERS WITHIN PROPOSED 1" METER AND RPZ (IRRIGATION) AND 1" METER AND RPZ (DOMESTIC) 1" SERVICE TAP WITH 22.5° 45° SHEET INDEX DETAILS UTILITY PLAN NCDOT DRIVEWAY PLAN SW & GRADING LANDSCAPE PLAN EXISTING CONDITIONS SITE PLAN -107 6 5 4 3 2 1 UTILITY EASEMENT PROPOSED CFPUA PUBLIC SET SEWER CO WITHIN SSCO WALL THICKNESS. CASING EXTENDS WIDTH OF R/W BORE IN 60 LF 12" STEEL CASING WITH 0.188" INSTALLED @ 1/4" PER FOOT (MIN) SLOPE VIA INSTALL NEW 6" SCH 40 PVC SEWER SERVICE PUBLIC UTILITY EASEMENT PROPOSED 15' X 30' CFPUA INV 17.22 RIM 27.65 EX SSMH INV 16.87 RIM 27.80 EX SSMH INV 15.85 RIM 27.98 EX SSMH EDGE OF EXISTING PAVEMENT. EXCAVATION SHALL NOT EXCEED DISTANCE TO TO FACILTATE RECEIVING PIT. THE DEPTH OF 6' WIDE x 11' DEEP x 10' LONG EXCAVATION EX 18" RCP CONTINUES INTO SITE. SERVICE INSTALLATION VIA OPEN TRENCH DISTANCE TO EDGE OF EXISTING PAVEMENT. BORE PIT. THE EXCAVATION SHALL NOT EXCEED 6' WIDE x 8' DEEP EXCAVATION TO FACILTATE 6" SERVICE INV = 17.40 CORE AND BOOT EX SSMH 18' 21' SSCO @ 1/4" PER FOOT (MIN) 4" SCH 40 PVC SERVICE PUBLIC UTILITY EASEMENT PER MB 36 PAGE 387 25' CFPUA WATER MAIN EX 12" CFPUA EP1:136"+ +24" EP >1:1 SEWER BORE PROFILE GRAPHIC SCALE: 5 105 1" = 5' 0 15 10 20 25 30 R/W LINE SR 1518 R/W LINE SR 1518 +24" 6" SERVICE INV = 17.40 CORE AND BOOT EX SSMH PROPOSED 18" RCP BORE PIT RECEIVING PIT 15 10 20 25 30 DATE DAVID L. MENIUS, P.E SEAL 35677 HTRON CARO N A LI O NA SSEF OR P L I ..... . . .............. . . . ...... .... NE NGI EER V D A IDL MENIUS . UTILITY COVER 6 DETAILS CAPE FEAR TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA DEVELOPER: ADDRESS: PHONE: DRAWN: APPROVED: DESIGNED: DLM 102-D CINEMA DRIVE SCALE: DATE: STROUD ENGINEERING, P.A. 12/9/2020 1" = 30' 910-232-5422 WILMINGTON, NC 28408 PO BOX 16689 GWR PROPERTIES, LLC DLM DLM 5625 BARBADOS BLVD CASTLE HAYNE, NC 28429 COASTAL CARRIER WILMINGTON, NORTH CAROLINA 28403 (910) 815-0775 LICENSE NO.C-0647 SHEET:7 3 33 3 3 ABOVE PERMANENT POOL 6'WIDE 6:1 VEGETATED SHELF 3 PERFORATED PIPE 10 LF 4" HDPE RING PER LINEAR FOOT OF SKIMMER CLOSED CELL POLYETHYLENE FOAM PROVIDE 50 CUBIC INCHES OF SOLID WALL PIPE 10 LF 4" HDPE 4" HDPE TEE ACTIVE DEPTH CONTAINED WITHIN STORAGE VOLUMEDESIGN PERFORATED PIPE 10 LF 4" HDPERING PER LINEAR FOOT OF SKIMMER CLOSED CELL POLYETHYLENE FOAM PROVIDE 50 CUBIC INCHES OF 4" HDPE TEE SOLID WALL PIPE 10 LF 4" HDPE AND MAINTENANCE TO ENABLE SKIMMER RETRIEVAL SKIMMER HEAD AND BERM ATTACH POLY LINE BETWEEN INTAKE DEPTH 2" (MAX) SKIMMER TEMPORARY POOL PERMANENT POOL STRUCTURE OUTLET MODEL 1070-44 FERNCO ADAPTER STUBOUT 4" SCH 40 PVC MODEL 1070-44 FERNCO ADAPTER STUBOUT 4" SCH 40 PVC STRUCTURE OUTLET AND MAINTENANCE TO ENABLE SKIMMER RETRIEVAL SKIMMER HEAD AND BERM/BOX ATTACH POLY LINE BETWEEN SKIMMER ASSEMBLY PLAN NTS AND WITHIN 24 HOURS OF EVERY HALF INCH RAINFALL. PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF- 1. ALL EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE CONSTRUCTION ENTRANCE OR ROADWAYS. OBJECTIONABLE MATERIAL SPILLED, WASHED, OR TRACKED ONTO THE PREVENT MUD OR SEDIMENT FROM LEAVING THE SITE. IMMEDIATELY REMOVE MAINTAIN PROPER DEPTH. THEY WILL BE MAINTAINED IN A CONDITION TO BE PERIODICALLY TOP-DRESSED WITH AN ADDITIONAL 2" OF #4 STONE TO 2. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTIONS ENTRANCES THAT WILL EROSION & SEDIMENT CONTROL MAINTENANCE PLAN SHOULD BE STORED OUT OF DIRECT SUNLIGHT BETWEEN JOBS. AFTER EVERY RAIN EVENT. NOTE THAT THE GUTTERBUDDY IS REUSABLE DAMS, DANDY SACKS/SOCKS, AND GUTTERBUDDIES ONCE A WEEK AND EVERY RAIN EVENT. SEDIMENT WILL BE REMOVED FROM AROUND BEAVER DRAINAGE. SILT SACKS WILL BE EMPTIED ONCE A WEEK AND AFTER WILL BE REMOVED FROM THE ROCK AND HARWARE CLOTH TO ALLOW PROPER WHEN THE SEDIMENT POOL NO LONGER DRAINS AS DESIGNED. DEBRIS HALF FILLED WITH SEDIMENT. ROCK WILL BE CLEANED OR REPLACED INLET PROTECTOIN WHEN THE DESIGNED STORAGE CAPACITY HAS BEEN INLET PROTECTION, ROCK PIPE INLET PROTECTION, AND GUTTERBUDDY PROTECTION, BLOCK AND GRAVEL INLET PROTECTION, ROCK DOUGHNUT 3. SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL INLET ACTIVITY ASSOCIATED WITH A SWALE. WITHIN 21 CALENDAR DAYS OF CEASE OF ANY PHASE OF PHASE OF RIDGES WILL ALSO BE REPAIRED. SWALES MUST BE RESTABLIZED SEDIMENT OR OBSTRUCTIONS FROM THE FLOW AREA. THE DIVERSION 4. DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATLEY TO REMOVE Recommended Planting Rate (lb/ac) Tall Fescue Mixture see table 2 Hybrid Bermudagrass Common Bermudagrass see table 2 see table 2 PERMANENT SEEDING TABLE 1 Seeding Dates Sep. 1 - Nov. 1 Feb. 15 - Apr. 1 Apr. 1 - Aug. 1 5Apr. 1 - Jul. 1 following erosion or other daMGe. Reseed, refertilize and mulch immediately 7. Refertilize if growth is not fully adequate. used as a mulch anchoring tool. A disk with blades set nearly straight can be or a mulch anchoring tool. Anchor straw by tacking with asphalt, netting, 6. Apply straw mulch at a rate 1-2 tons per acre. or dragging a chain. Firm soil by rolling. 5. Broadcast seeds evenly and cover by raking 4. Select species based on season. Refer to tables. 3. Roughen steep slopes by tracked machinary. 2. Incorporate lime/fertilizer 4-6 inches. limestone and 750 lb/acre 10-10-10 fertilizer. tests or apply 2,000 lb/acre ground agricultural 1. Fertilize and lime per recommendations of soil COASTAL PLAIN SITE STABILIZATION SCHEDULE see table 2 PERMANENT SEEDING TABLE 2a-LOW MAINTENANCE MIXTURES CentipedegrassMar. 1 - Jul. 1 Recommended Planting drained soils Well to poorly Site Description Kobe Lespedeza Pensacola Bahiagrass Tall Fescue Mixture Rate (lb/ac) 40 50 80 INVERT OF 4" PVC THROUGH FITTING BOTTOM OF TEMPORARY POOL MEASURED AT NTS SKIMMER ASSEMBLY PROFILE TEMPORARY POOL ELEVATION OUTLET STRUCTURE SLOT CONTROLS 45 BEND WITH CABLE TIESOF CAP SHAPE 0.75' FROM END FLATTEN INTO DUCKBILL N.T.S. OUTLET STRUCTURE DETAIL ACHIEVE 1' ORIFICE DEPTH OF 45 BEND AND REDUCER TO PROVIDE 1.5' BETWEEN FLANGE 1 111 N.T.S. TYPICAL POND PROFILE ON FORBAY WEIR 12" THICK RIPRAP 1 1 PERMANENT POOL ELEVATION ORIFICE CONTROLS 31DRILLED IN LOWER 4" PVC CAP W/ 3" ORIFICE PERMANENT POOL ELEVATION ORIFICE CONTROLS DRILLED IN LOWER 1#3 4" PVC CAP W/ 3" ORIFICE POND EMBANKMENT SLOPES SHALL BE STABILIZED WTIH NON-CLUMPING TURFGRASS. DO NOT PLANT TREES OR WOODY VEGETATION ON POND EMBANKMENT SLOPES. POND SHALL BE KEPT FREE OF CATTAILS. STABILIZATION SCHEDULE. POND SLOPES ABOVE THE VEGETATED SHELF SHALL BE STABILIZED PER THE SITE CARDINAL FLOWER, BLUE LOBELIA, PLUMEGRASSES, ATAMASCO LILY LILY, SPRING MARSH SPIDER LILY, DWARF SPIDER LILY, TRAUBS SPIDER LILY, SEASHORE MALLOW, MALLOW, SCARLET ROSE MALLOW, NECHES RIVER MALLOW, VELVET MALLOW, ROSE MALLOW, SPIDER GRASS, WILD AGERATUM, DWARF JOE PYE WEED, JOE PYE WEED, SWAMP SUNFLOWER, PINELANDS SWAMP MILKWEED, SEDGES, WHITE TURTLEHEAD, AMERICAN CRINUM LILY, SWAMP LILY, WHITE STAR RECOMMENDED PLANTS INCLUDE: VEGETATED SHELF AREA:______SF. PROVIDE _____ EMERGENT PLANTS PLANT SPECIES A RATE OF 1 PLANT PER 4 SQUARE FEET. THE 6:1 VEGETATED SHELF SHALL INCORPORATE A MINIMUM OF THREE TYPES 4' SECTION 1 2 R I P R A P GRADE PLAN VIEW FLARED END CLASS B TOP OF BANK C L A S S B FLOW LINE FINISH RIP RAP SECTION A-A 18" "W" PIPE A A "L" PIPE FILTER FABRIC FLARED END SECTIONS ON DOWNSTREAM ENDS OF CULVERT RIP RAP APRONS SHALL BE PROVIDED SPUNBOUND TYPE 11/120 FILTER FABRIC TO BE TREVIRA RIP RAP APRON DETAIL 15"7.5' RIP RAP APRON SCHEDULE PIPE LENGTH WIDTH 18"9.0' 3.8' 4.5' 24"12.0'6.0' 30" 36"18.0' 7.5' 9.0' 15.0' NTS 3'-0" UNLESS FENCE MATERIAL SPECS OR EQUAL. REFER TO SILT BE ACF LS100 "DOT GRADE" SILT FENCE MATERIAL SHALL 3' MIN. BURY FILL WITH OTHERWISE NOTED ON PLANS (TOTAL WIDTH = 50') WIDTH = 25' OR IS DAMGED. BECOMES HALF FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED, SEDIMENT FENCE, THE ROCK WILL BE REPAIRED OR REPLACED IF IT ARE USED. IF ROCK FILTERS ARE USED AT LOW POINTS IN THE 8 FEET (MAX) WHEN STANDARD STRENGTH FABRIC AND WIRE BACKING STRENGHT FABRIC WITHOUT WIRE BACKING. sTAKE SPACING WILL BE STAKE SPACING WILL BE 6 FEET (MAX) WITH THE USE OF EXTRA AS NECESSARY TO MAINTAIN A BARRIER. STAKES MUST BE STEEL. IT BECOMES HALF FILLED. THE SEDIMENT FENCE WILL BE REPAIRED 5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN Common BermudagrassSwales drained soils Dry to well German Millet Kobe Lespedeza Common Bermudagrass Pensacola Bahiagrass 40-80 10 10 30 50 PERMANENT SEEDING TABLE 2b-HIGH MAINTENANCE MIXTURES Rate (lb/ac) drained soils Well to poorly drained soils Dry to well Recommended PlantingSite Description Rye Grain Tall Fescue Mixture Hybrid Bermudagrass sand, lawns. sandy loam to Well drained Centipedegrass 25 200 50 10-20 engineer, sod shall be provided. For highly erosive areas or as directed by an seeding table. for temporary stabilization, refer to temporary For seeding outside of recommended dates and/or Notes: Seeding Dates Dec. 1 - Apr. 15 Rye Grain Kobe Lespedeza with Recommended Planting Apr. 15 - Aug. 15 Aug. 15 - Dec. 1 TEMPORARY SEEDING TABLE 120 50 Rate (lb/ac) German Millet 40 120Rye Grain CONSTRUCTION SEQUENCE OTHER AREAS WILL BE STABILIZED WITHIN 15 WORKING DAYS. SLOPES WILL BE SLABILIZED WITHIN 21 CALENDAR DAYS. ALL PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. ALL AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE 7. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, WEEKLY AND WILL BE KEPT CLEAN. BAFFLE. IN SKIMMER BASINS, FLOATING SKIMMERS WILL BE INSPECTED WILL BE REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT OF THE FIRST OR BECOME INEFFECTIVE. THEY WILL BE REPLACED PROMPTLY. SEDIMENT WILL BE REPAIRED OR REPLACED IF THEY COLLAPSE, TEAR, DECOMPOSE, POOL NO LONGER DRAINS OR WHEN THE ROCK IS DISLODGED. BAFFLES SEDIMENT. ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT WHEN THE DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED WITH 6. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAPS AND BASINS FOR PROBLEMS OR TURBID DISCHARGES DAILY. PUMPS, TANKS, HOSES AND INJECTION SYSTEMS WILL BE CHECKED 8. FLOCCULANTS WILL BE USED TO ADDRESS TURBIDITY ISSUES. THE PERMITTED BY USACE AND NCDEQ AS REQUIRED. WETLANDS IN DISTURBED PORTIONS OF SITE SHALL BE NOTE: STEEL STAKES FABRIC CONTROL EROSION FILTER FABRIC TYPE 11/120 TREVIRA SPUNBOUND EXISTING GRADE RIP RAP CLASS B 12" THICK 1 2 NTS EXISTING GRADE 12" OVERFLOW WEIR SECTION BASIN EMERGENCY sod has taken root. Keep soil moist for 2-3 weeks thereafter or until 8. Irrigate initially to wet soil to a depth of 4". good sod to soil contact. 7. Roll sod lightly after installation to ensure Avoid gaps. Use a knife to fit irregular shapes. the longest dimension perpendicular to the slope. 6. Lay sod in a staggered, brick-like pattern with prior to installation. 5. Lightly rake and irrigate top layer of soil just to lay the sod. 4. Roll to achieve a smooth, firm surface on which 3. Rake or harrow to achieve a smooth final grade. 2. Incorporate lime/fertilizer 4-6 inches. fall, use 10-10-10. In the spring, use 5-10-10. limestone and 25 lb/1,000 sf fertilizer. In the tests or apply 100 lb/1,000 sf ground agricultural 1. Fertilize and lime per recommendations of soil SOD INSTALLATION 6. CLEAN SEDIMENT FROM PIPES AFTER STABILIZATION. 5. PROVIDE 100% VEGETATIVE COVER OF ALL DISTURBED SOILS. 4. INSTALL PAVEMENT 3. INSTALL UNDERGROUND UTILITIES 2. CLEAR & GRADE AND STONE CONSTRUCTION ENTRANCES. 1. INSTALL INLET PROTECTION, SILT FENCE, 4' (MAX) 1'-0" 1'-0" EARTH 1 3 (MIN) NTS SWALE DETAIL VEGETATIVE COVER PROVIDE STABLE TOP OF POND: 28.00 TEMPORARY POOL: 25.50 PERMANENT POOL: 25.00 TOP OF BOX: 26.80 BOTTOM OF SLOT = TEMPORARY POOL: 25.50 INVERT OF 24" RCP OUT = 24.50 INVERT OF PVC = PERMANENT POOL: 25.00 3.10' L x 0.40' H SLOT DIMENSIONS: DRILLED IN CENTER 4" PVC CAP W/ 3" ORIFICE PIPE CLAMP SKIMMER HEAD WITH A SECURE CLOTH AROUND MAXIMUM WIRE SPACING 0.5" TRASH SCREEN OVER PVC CAP GALVANIZED WIRE CLOTH 4'X 4' CONCRETE OUTLET STRUCTURE PROVIDE REBAR TRASH RACK ON TOP OF POND BOTTOM: 20.00 ELEV = 21.00 SEDIMENT STORAGE FOREBAY BOTTOM: 21.00 ELEV = 22.00 SEDIMENT STORAGE 8200 2050 12"6.0'3.0' SWALE 3: 8' SWALE 2: 5' SWALE 1: 5' BOTTOM WIDTH WOODEN POSTS ARE NOT ACCEPTABLE 6 X 6 WIRE MESH REINFORCEMENT. O.C. OR 8 FT O.C. W/ 14 GAUGE NOTE: POSTS TO BE SPACED 6 FT TYPICAL SILT FENCE STAKES STEEL 2:1 NTS OUTSIDE OF THE RECOMMENDED PERMANENT SEEDING DATES. EITHER SOD OR TEMPORARY SEEDING SHALL BE PROVIDED FOR STABILIZATION EQUAL IN ACCORDANCE WITH STABILIZATION SCHEDULE. PERMANENTLY SEEDED OR SODDED WITH BERMUDAGRASS OR APPROVED SWALES AND OTHER AREAS SUBJECT TO EROSIVE FLOWS SHALL BE MAXIMUM SIDE SLOPES OF SWALES SHALL BE 3:1. NOTES: 500h of exposure 70% after #30 Sieve 0.05 sec-1 90 lbs 90 lbs Typical Max ARV MARV MARV MARV TEMPORARY SILT FENCE MATERIAL PROPERTY REQUIREMENTS )(¼" MESH OPENINGS 19 GAUGE HARDWARE CLOTH #57 STONE 16" NTS (MIN) 3' (MIN) 2' TYPICAL INLET PROTECTION UV Stability Apparent Opening Size Permittivity X-Machine Direction Machine Direction Grab Strength ASTM D 4355 ASTM D 4751 ASTM D 4491 ASTM D 4632 ASPHALT 2" I-2 6" ABC 98% MODIFIED PROCTOR SUBGRADE COMPACTED TO W/ STANDARD DUTY PAVEMENT SECTION 2'-0" SPILL CURB AND GUTTER DETAIL NTS PROPOSED IN R/WNO CURBING " PER FT 4 1 " RADIUS8 1 5" 3" RADIUS 6" 12" 1" PER FT 6"" RADIUS2 1 18" HEAVY DUTY PAVEMENT SECTION 98% MODIFIED PROCTOR SUBGRADE COMPACTED TO NTS 8" ABC ASPHALT 2.5" I-2 CONCRETE PAVEMENT SECTION 98% MODIFIED PROCTOR SUBGRADE COMPACTED TO NTS W/ 6x6 w2.9/W2.9 WWF 6.5" 4000 PSI CONCRETE TO BARBADOS BLVD R/W PAVEMENT SECTION APPLICABLE REFER TO DRIVEWAY PLAN SHEET FOR DATE DAVID L. MENIUS, P.E SEAL 35677 HTRON CARO N A LI O NA SSEF OR P L I ..... . . .............. . . . ...... .... NE NGI EER V D A IDL MENIUS . DETAILS CAPE FEAR TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA DEVELOPER: ADDRESS: PHONE: DRAWN: APPROVED: DESIGNED: DLM 102-D CINEMA DRIVE SCALE: DATE: STROUD ENGINEERING, P.A. 12/9/2020 1" = 30' 910-232-5422 WILMINGTON, NC 28408 PO BOX 16689 GWR PROPERTIES, LLC DLM DLM 5625 BARBADOS BLVD CASTLE HAYNE, NC 28429 COASTAL CARRIER WILMINGTON, NORTH CAROLINA 28403 (910) 815-0775 LICENSE NO.C-0647 SHEET:8 GRATE STORM STRAPS LIFT FILTER CURB PORTS OUTFLOW OPTIONAL STRAPS DUMPING OPENING CURB CORNERS REINFORCED AREA CONTAINMENT 2 FOOT MANAGEABLE NTS CONCRETE WASHOUT DETAILS WITH CURB FILTER INLET SEDIMENT CONTROL DEVICE DETAIL OF DANDY CURB SACK 6" DEPTH 2"-3" COARSE AGGREGATE EXISTING ROAD 15' MIN 20' NTS CONSTRUCTION ENTRANCE DETAIL PRELIMINARY DATE DAVID L. MENIUS, P.E SEAL 35677 HTRON CARO N A LI O NA SSEF OR P L I ..... . . .............. . . . ...... .... NE NGI EER V D A IDL MENIUS . DETAILS CAPE FEAR TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA DEVELOPER: ADDRESS: PHONE: DRAWN: APPROVED: DESIGNED: DLM 102-D CINEMA DRIVE SCALE: DATE: STROUD ENGINEERING, P.A. 12/9/2020 1" = 30' 910-232-5422 WILMINGTON, NC 28408 PO BOX 16689 GWR PROPERTIES, LLC DLM DLM 5625 BARBADOS BLVD CASTLE HAYNE, NC 28429 COASTAL CARRIER WILMINGTON, NORTH CAROLINA 28403 (910) 815-0775 LICENSE NO.C-0647 SHEET:9DATE DAVID L. MENIUS, P.E SEAL 35677 HTRON CARO N A LI O NA SSEF OR P L I ..... . . .............. . . . ...... .... NE NGI EER V D A IDL MENIUS . DETAILS CAPE FEAR TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA DEVELOPER: ADDRESS: PHONE: DRAWN: APPROVED: DESIGNED: DLM 102-D CINEMA DRIVE SCALE: DATE: STROUD ENGINEERING, P.A. 12/9/2020 1" = 30' 910-232-5422 WILMINGTON, NC 28408 PO BOX 16689 GWR PROPERTIES, LLC DLM DLM 5625 BARBADOS BLVD CASTLE HAYNE, NC 28429 COASTAL CARRIER WILMINGTON, NORTH CAROLINA 28403 (910) 815-0775 LICENSE NO.C-0647 SHEET:10DATE DAVID L. MENIUS, P.E SEAL 35677 HTRON CARO N A LI O NA SSEF OR P L I ..... . . .............. . . . ...... .... NE NGI EER V D A IDL MENIUS .