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Home My WebLink AboutOverlayEngineering, PLLC EXISTING BUILDING 8,032 S.F. F.F.E.=28.13' EX. PO N D 80.0' 80.3' 10 0 . 3 ' 10 0 . 1 ' ORIFICE:23.42' IE:23.27' EI EIP EIP 25 23 23 2426 25 26 26 25 23 24 2 28 2 7 27 27 2 7 25 25 26 27 26 25 24 25 25 2 6 26 27 S 5 8 ° 3 2 ' 4 1 . 2 9 " E T R A N S I T I O N A L B U F F E R - N O N E R E Q U I R E D F O R Z O N E I 2 A D J A C E N T T O Z O N E I 2 POOCH ENTERPRISES NAISC CODES: 493110 - GENERAL WAREHOUSING & STORAGE NEW HANOVER COUNTY POOCH ENERPRISES 185 ORCHARD MILL ROAD HAMPSTEAD, NC 28443 RSC ENGINEERING, PLLC 15226 US HWY 17 HAMPSTEAD, NC 28443 $ $ % ' 0 B $ PROJECT AREA DAILY TRIPS (ITE CODE) - WAREHOUSING (150): 14.8 x 3.56 = 53 AM PEAK TRIPS (ITE CODE) - WAREHOUSING (150): 14.8 x 0.30 = 4 PM PEAK TRIPS (ITE CODE) - WAREHOUSING (150): 14.8 x 0.32 = 5 - THE EXISTING DIVEWAY CONNECTION TO HOLLY SHELTER ROAD WILL BE UTILIZED - A NCDOT DRIVEWAY APPLICATION WILL BE SUBMITTED AS REQUIRED - STORMWATER AND EROSION CONTROL PLANS SHALL BE DESIGNED TO BE COMLIANT WITH COUNTY AND STATE REQUIRMENTS - FULL PERMIT APPROVALS WILL BE PROVIDED TO THE COUNTY WHEN RECEIVED - PROPOSED SIGN LOCATION IS AHOWN ON THE PLAN. - SIGN WILL NOT BE LOCATED CLOSER THAN 10' TO ANY PROPERTY LINE OR RIGHT OF WAY - THE SIGN WILL HAVE A MAXIMUM AREA OF 100 SF - ALL SIGNAGE WILL BE INSTALLED IN COMPLIANCE WITH SECTION 5.6 OF THE NHC UDO - INTERIOR: 37,700 SF OF PARKING X 0.08% = 3,016 SF REQUIRED - STREET: 930 LF OF ROAD FRONTAGE X 25 SF/LF = 23,250 SF REQUIRED - FOUNDATION: 182' W X 23' H X 0.12% = 502 SF REQUIRED - SEE SHEET C-117 FOR LANDSCAPE PLAN (TO BE PROVIDED) - ALL LIGHTING WILL BE INSTALLED IN COMPLIANCE WITH SECTION 5.5 OF THE NHC UDO - SEE SHEET C-116 FOR LIGHTING PLAN (TO BE PROVIDED) - ALL DEVELOPMENT WILL BE COMPLETED IN A SINGLE PHASE - THE EXISTING STRUCTURE WILL REMAIN AS IS EXISTING SEPTIC FIELD EXISTING SEPTIC REPAIR FIELD SURRY LAND & TIMBER LLC DB 6063, PG 2533 PID #: R01200-002-004-000 ZONING: I-2 21 0 . 9 0 ' N2 0 ° 5 3 ' 5 5 " W 22 4 . 0 0 ' N2 0 ° 5 3 ' 5 5 " W EIPP EIPP EIPP 843.30' S74° 41' 34"W EIPP - PIN: 3252-57-6518.000 - PARCEL ID: R00700-001-001-000 - DB 6084, PG 2562 - DB 6165, PG 2459 - 5.28 ACRES - ZONING DISTRICT: INDISTRIAL 2 (I-2) - CURRENT USE: COMMERCIAL BUSINESS - SETBACKS: FRONT = 50', SIDE = 0', REAR = 0' - CONSTRUCTION TYPE: PREFABRICATED METAL ON CONCRETE SLAB - TOTAL SQUARE FOOTAGE: 14,800 SF - HEIGHT: 23' - WAREHOUSING : 1.5 SPACES/1,000 SF = 14,800/1000 X 1.5 = 22 SPACES - REQUIRED PARKING SPACES < 25; NO EV CABPABLE SPACES REQUIRED J&Z RENTAL COMPANY. LLC DB 6149, PG 274 PID #: R00700-001-002-000 ZONING: I-2 CASTLE HAYNE DEVELOPMENT, INC DB 5793, PG 2255 PID #: R00600-001-006-000 ZONING: I-2 1 9 2 . 9 7 C2 CAROLINAS CEMENT COMPANY LLC DB 6063, PG 2539 PID #: R0600-001-005-000 ZONING: I-2 C1 PERMANENT EASEMENT WESTERN TRIANGLE (SIGHT DISTANCE) DB 65, PG 73 PERMANENT EASEMENT WESTERN TRIANGLE (SIGHT DISTANCE) DB 65, PG 73 CURVE TABLE Curve # C1 C2 Length 340.318 487.721 Radius 1396.418 962.694 Delta 013.9634 029.0273 CHORD BEARING S83° 19' 27"W N75° 18' 06"W CHORD LENGTH 339.48 482.52 EXISTING CONCRETE EXISTING WELL ABANDONED WELL EXISTING PAVED ENTRANCE EXISTING GRAVEL PARKING AREA EXISTING 20" CPP IE: 23.21' EXISTING PVC ROOF DRAIN IE: 25.24' OS RIM: 26.99' WEIR: 25.49' (0.83'X3') IE: 23.27' IE: 23.12' EXISTING 15" RCP IE: 23.12' N O R T H 18' 14 ' WAREHOUSE 14,800 SF 23' HEIGHT 5' 11 ' 18' (TYP) 9' (T Y P ) RA M P 18 % G R A D E OUTSIDE LOADING DOCK OFFSTREET LOADIN G B E R T H (12' X 45') 7"X9" RAILROAD TIE BORDER (TYP.) PROPOSED NEW GRAVEL PARKING AREA (37,700 SF) 24' I-7 I-1 I-2 I-3 I-4 I-5 I-6 CONCRETE WHEEL STOPS (TYP) S-1 F-1 PROPOSED BUSINESS SIGN 3,480 SF STREET YARD LANDSCAPE (SEE C-117 FOR PLANTING PLAN) 24,000 SF STREET YARD LANDSCAPE (SEE C-117 FOR PLANTING PLAN) HOLLY S H E L T E R R O A D (SR 100 2 )60' PUBL I C R I G H T - O F - W A Y LANDSCAPE CALCULATIONS BUILDING ......................................14,800 SF DRIVE/PARKING (GRAVEL)............3,704 SF SIDEWALKS (CONCRETE)................785 SF ADA PARKING (CONCRETE)............288 SF TOTAL IMPERVIOUS...................19,289 SF LOT SIZE......................(5.28 AC) 229,996 SF TOTAL IMPERVIOUS...........................8.3 % PROPOSED AREAS UTILITY PROVIDERS ON-SITE WELL PRIVATE DUKE ENERY 5700 HOLLY SHELTER RD. CASTLE HAYNE, NC 28249 (800) 419-6356 - FIRE FINAL IS REQUIRED - FIRE FLOW ANALYSIS IS REQUESTED - SECTION 510 STUDY REQUIRED (EMEREGENCY RESPONDER RADIO COVERAGE TESTING) - NO STORAGE OVEDR 12' HIGH IS ALLOWED PE R M A N E N T EA S E M E N T EA S T E R N T R I A N G L E (SI G H T D I S T A N C E ) M. B . 6 5 P G . 7 3 27 29 2 7 2 7 27 2 7 2 8 2 9 LOD LOD LO D L O L O D ~4,900 SF STORMWATER POND NY LLC 000 N/F CAROLINAS CEMENT COMPANY LLC D.B. 6063, PG. 2539 PID # R00600-001-005-000 ZONING: I-2 CASTLE HAY D. PID # N/F POOCH ENTERPRISES LLC 185 ORCHARD MILL RD HAMPSTEAD, NC 28443 D.B. 6084 PG. 2562 D.B. 6165, PG. 2459 PID # R00700-001-001-000 ZONING: I-2 5.9288 ACRES PERMANENT EASEMENT WESTERN TRIANGLE (SIGHT DISTANCE) M.B. 65 PG. 73 EXISTING BUILDING 8,032 S.F. F.F.E.=28.13' EXISTING GRAVEL PARKING AREA PERMANENT EASEMENT EASTERN TRIANGLE (SIGHT DISTANCE) M.B. 65 PG. 73 EX. PO N D 80.0' 80.3' 10 0 . 3 ' 10 0 . 1 ' EXISTING HVAC EQUIPMENT XIMATE ON TING FIELD XIMATE ON ING IELD EXISTING 8" PVC ROOF DRAIN EXISTING SIDEWALK EXISTING CONCRETE EXISTING GATE POST & GATE EXISTING 15" RCP EXISTING PAVED ENTRANCE EXISTING 20" CPP EXISTING SIGN S74° 41' 34"W 843.30' 27 28 28 N2 0 ° 5 3 ' 5 5 " W 22 4 . 0 0 ' N2 0 ° 5 3 ' 5 5 " W 21 0 . 9 0 ' S 5 8 ° 3 2 ' 4 1 " E 1 9 2 . 9 7 ' IE:23.21' IE:25.24' OS RIM:26.99' WEIR:25.49'(0.83'x3') ORIFICE:23.42' IE:23.27' EXISTING WELL ABANDONED WELL EIP EIP EIP EIPP RBS RBS IE:23.12' IE:23.12' C1 C2 25 23 23 2426 25 26 26 25 23 24 26 22 22 23 23 24 24 27 28 28 27 28 26 2727 27 27 2 7 27 27 27 27 2 7 2 7 27 2 8 28 29 29 2728 29 27 27 27 27 28 29 27 27 28 27 27 27 2 7 27 27 28 28 28 28 25 2526 26 27 27 28 29 25 23 24 26 25 23 24 25 25 2 6 2 6 27