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HomeMy WebLinkAboutColonial Materials - Signed approved Site PlanF R E D R I C K S O N R D ROYMAC INDUSTRIAL PARK ROYM A C D R SUTT O N L A K E R D FR E D R I C K S O N R D SUTT O N L A K E R D FIRE STATION 421 140 U S H I G H W A Y 4 2 1 WILMINGTON, NC 28403 NOTICE REQUIRED ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED PRIOR TO THE BEGINNING OF ANY CONSTRUCTION IN THE VICINITY OF SAID UTILITIES. CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOLITION. CONTRACTORS SHALL CONTACT OVERHEAD ELECTRIC PROVIDER TO COMPLY WITH FEDERAL OSHA 1910.333 MINIMUM APPROACH DISTANCE TO ENERGIZED POWERLINES AND OSH 29 CFR 1926.1407-1411 MUST BE FOLLOWED. CONTACT THESE UTILITIES NEW HANOVER COUNTY PLANNING PH: 910-798-7165 ENGINEERING PH: 910-798-7139 PIEDMONT NATURAL GAS ATTN: PAUL GONKA PH: 910-251-2810 EMERGENCY DIAL 911 POLICE - FIRE - RESCUE CAPE FEAR PUBLIC UTILITY AUTHORITY (WATER & SEWER) ENGINEERING/INSPECTIONS PH: 910-332-6560 OPERATIONS/MAINTENANCE PH: 910-322-6550 DUKE ENERGY PROGRESS DISTRIBUTION CONSTRUCTION SERVICE PH: 910-256-7258 DEP CSC PH: 1-800-452-2777 AT&T/BELL SOUTH ATTN: CHRISSY COSTON PH: 910-341-7664 TIME WARNER CABLE PH: 910-763-4638 SHEET INDEX JUNE 2023 APPROVALS:CONSULTANTS: LANDSCAPE ARCHITECT: WILMINGTON, NORTH CAROLINA OLD MBC OFFICE, LLC COMMONWEALTH DRIVE, SUITE 250 WILMINGTON, NC 28403 PARAMOUNTE ENGINEERING, INC. 122 CINEMA DRIVE WILMINGTON, NORTH CAROLINA 28403 P: (910) 791-6707 ATTN: ROB BALLAND, PE (ENGINEERING) ATTN: ALLISON ENGEBRETSON (LANDSCAPE) PARAMOUNTE ENGINEERING, INC. 122 CINEMA DRIVE WILMINGTON, NORTH CAROLINA 28403 P: (910) 791-6707 ATTN: JOSH TAYLOR, PLS PROJECT # 22319.PE APPLICANT: ENGINEER / SURVEYOR : PREPARED BY: FI N A L D E S I G N - N O T R E L E A S E D F O R C O N S T R U C T I O N 122 Cinema Drive Wilmington, North Carolina 28403 (910) 791-6707 (O) (910) 791-6760 (F) NC License #: C-2846 COLONIAL MATERIALS SHEET NUMBER SHEET TITLE JUNE 2023 FOR TRC DESIGN DOCUMENTS OLD MBC OFFICE, LLC 1404 COMMONWEALTH DRIVE, SUITE 250 VICINITY MAP SCALE: 1" = 1,000' SITE N O R T H CAROLIN A PR O F E SSION ENGIN E E R SEAL A L 0 3 1 5 9 1 R O BERT P. B A L L A ND 06/13/2023 C-0.0 COVER SHEET SITE PLANC-2.1 - C-2.2 LANDSCAPE PLAN L-1.0 OVERALL SITE PLANC-2.0 TREE REMOVAL PLAN L-1.1 EXISTING CONDITIONSSV-1 WILMINGTON, NORTH CAROLINA COLONIAL MATERIALS NEW HANOVER COUNTY 3651 U.S. HWY. 421 TRUCK TURNING MOVEMENTSC-2.3 PH-I EROSION CONTROL PLANC-3.0 GRADING, DRAINAGE, E.C. PLANC-3.1 - C-3.2 UTILITY PLANC-4.0 SITE AND UTILITY DETAILSC-5.0-5.6 July 14, 2023 PNE 16 PNE 18 PNE 12 PNE 12 PNE 12 PNE 12 PNE 12 CED 12 PNE 16 PNE 12 PNE 15PNE 12 PNE 12 PNE 12 PNE 12 PNE 12 PNE 12PNE 14 PNE 14 PNE 13 PNE 14 PNE 15 PNE 12 PNE 12 PNE 12 PNE 12 PNE 13 PNE 15 PNE 12 PNE 12 PNE 12PNE 12 PNE 14 PNE 12 PNE 15 PNE 12PNE 12 PNE 12 PNE 12 PNE 16 PNE 17 PNE 16 PNE 12 PNE 14PNE 14 PNE 12PNE 12 PNE 12 PNE 12 PNE 12 PNE 16 PNE 12 PNE 16 PNE 12 PNE 12 PNE 12 PNE 12 PNE 12 PNE 14 PNE 12 PNE 12 PNE 12 PNE 12 PNE 12 PNE 12 PNE 12 PNE 12PNE 12 PNE 15 PNE 12 PNE 12 PNE 12 PNE 12 PNE 12 PNE 14 PNE 12 PNE 12 PNE 12PNE 12 PNE 12PNE 12 PNE 12 PNE 15 PNE 12 PNE 14 PNE 14 PNE 12 PNE 13PNE 12 PNE 15 PNE 12PNE 12 PNE 15 PNE 13PNE 12 PNE 13 PNE 13 PNE 12 PNE 12 PNE 12 PNE 12 PNE 12 PNE 14 PNE 12 PNE 12 PNE 12 PNE 13PNE 14 PNE 12 PNE 12 PNE 12 PNE 14 PNE 12 PNE 12 PNE 12PNE 13 PNE 13 PNE 12 PNE 12 PNE 12 PNE 12 PNE 12 PNE 13 PNE 12PNE 14PNE 12 PNE 12 PNE 12PNE 12 PNE 14 PNE 14 PNE 12 PNE 12 PNE 12 PNE 12 PNE 12 PNE 12 PNE 12 PNE 13 PNE 12 PNE 12PNE 12 PNE 12 PNE 12 PNE 12 PNE 12 PNE 12PNE 12 PNE 13 PNE 13 PNE 12 PNE 12PNE 14 PNE 12 PNE 12 PNE 12PNE 12 PNE 12PNE 15 PNE 13 PNE 13 PNE 12 PNE 12 PNE 12PNE 12 PNE 12 PNE 13 PNE 15 PNE 14 PNE 12 PNE 14PNE 12 PNE 12 PNE 12PNE 12 PNE 12 PNE 14 PNE 14 PNE 14 PNE 16 PNE 12 PNE 12 PNE 12 PNE 12 PNE 13PNE 12 PNE 12 PNE 14 PNE 15 PNE 12 PNE 12 PNE 12 PNE 14 PNE 15 PNE 15 PNE 15PNE 12 PNE 12 PNE 15 PNE 12 PNE 14 PNE 14 PNE 12PNE 12 PNE 12PNE 12 PNE 12 PNE 12 PNE 14 PNE 12 PNE 12 PNE 14 PNE 12 PNE 12 PNE 13PNE 14 PNE 12 PNE 12 PNE 12PNE 12 PNE 12 PNE 14PNE 12 PNE 16 PNE 13 PNE 12 PNE 12 PNE 12 PNE 12 PNE 12 PNE 12PNE 12 PNE 14 PNE 14 PNE 12 PNE 12 PNE 12 PNE 14 PNE 14 PNE 14 PNE 12PNE 12 PNE 12 PNE 12 PNE 12 PNE 12 PNE 13 PNE 13 PNE 16 PNE 12 PNE 16 PNE 12 PNE 12 PNE 12 PNE 12PNE 12 PNE 12 PNE 12 PNE 12 PNE 12 PNE 12PNE 12PNE 12 PNE 12 PNE 12 PNE 12 PNE 12PNE 12 PNE 16 PNE 16 PNE 12 PNE 14 PNE 12PNE 12 PNE 12 PNE 12 PNE 14 PNE 14 PNE 12 PNE 12 PNE 13 PNE 14 PNE 14PNE 12 PNE 12 PNE 12PNE 14 PNE 14PNE 14 PNE 14 PNE 12 PNE 12 PNE 12 PNE 12 PNE 12 PNE 12 PNE 12 PNE 13 PNE 12 PNE 12 PNE 13 PNE 16 PNE 16 PNE 12 PNE 13 PNE 13 PNE 12 PNE 12 PNE 12 PNE 12 PNE 14 PNE 12 PNE 12 PNE 12 PNE 12 PNE 12 PNE 12 PNE 12 PNE 12PNE 12 PNE 13 PNE 13PNE 13 PNE 14 PNE 14 PNE 12 PNE 12 PNE 12 PNE 12 PNE 14 PNE 14 PNE 16 PNE 18 PNE 16 PNE 16 PNE 12PNE 12 PNE 12PNE 12PNE 12 PNE 12 PNE 12PNE 12 PNE 12PNE 12 PNE 12 PNE 12 PNE 12PNE 12 PNE 12 PNE 12 PNE 12 PNE 12PNE 12 PNE 12 PNE 13 PNE 12 PNE 12 PNE 12 PNE 12 PNE 12 PNE 12 PNE 16 PNE 12 PNE 12 PNE 14 PNE 14 PNE 14 PNE 14 PNE 12 PNE 12 PNE 12 PNE 12 PNE 14 PNE 14 PNE 12PNE 14 PNE 12PNE 12 PNE 12 PNE 12 PNE 12 PNE 12 PNE 14 PNE 12 PNE 14PNE 12 PNE 14 PNE 12 PNE 14 PNE 16 PNE 16 PNE 12PNE 12 PNE 14 PNE 12 PNE 14 PNE 12 PNE 12PNE 12 PNE 12 PNE 12 PNE 12 PNE 12 PNE 12 PNE 12 PNE 12PNE 12 PNE 12 PNE 14 PNE 16 PNE 12 PNE 12PNE 12 PNE 12 PNE 12 PNE 14 PNE 12 PNE 12PNE 12 PNE 12 PNE 12 PNE 12 PNE 12 PNE 12 PNE 12 PNE 14 PNE 12PNE 12PNE 13 PNE 14 PNE 12 PNE 12 PNE 12PNE 12 PNE 12 PNE 12 PNE 12 PNE 12 PNE 12 PNE 14 PNE 12 PNE 12 PNE 14 PNE 12 PNE 12 PNE 12PNE 14 PNE 12 PNE 12 PNE 12 PNE 14 PNE 12 PNE 16 PNE 16 PNE 12 PNE 14 PNE 12 PNE 16 PNE 12 PNE 16 PNE 14 PNE 16PNE 12 PNE 12 PNE 12 PNE 12 PNE 14 PNE 14 PNE 12 PNE 12 PNE 12 PNE 12 PNE 12 PNE 12 PNE 12PNE 12 PNE 12PNE 12 PNE 14 PNE 12 PNE 12 PNE 12 PNE 14 PNE 12PNE 12 PNE 12 PNE 14 PNE 12 PNE 14 PNE 12PNE 14 PNE 12 PNE 12 PNE 12PNE 12 PNE 14PNE 18 PNE 12 PNE 12PNE 12 PNE 14PNE 12 PNE 12 PNE 12PNE 12 PNE 12 PNE 12 PNE 14PNE 12 PNE 14 PNE 12 PNE 12 PNE 14 PNE 14 PNE 14 PNE 12 PNE 14 PNE 14 PNE 12PNE 12 PNE 12PNE 14 PNE 14 PNE 12 PNE 14PNE 12 PNE 12PNE 12 PNE 16 PNE 12 PNE 16 PNE 14 PNE 14 PNE 14 PNE 14 PNE 12 PNE 16 PNE 14 PNE 16 PNE 14 PNE 18 PNE 12 CED 12 PNE 12 PNE 16 PNE 12 PNE 12 PNE 12 PNE 14 PNE 12 PNE 12PNE 13 PNE 12PNE 14 PNE 14 PNE 12 PNE 16PNE 12 PNE 12 PNE 8 PNE 8 PNE 14 PNE 12 PNE 8 PNE 12 PNE 8PNE 8 PNE 14PNE 14 PNE 12 PNE 8 PNE 12 PNE 12 PNE 8 PNE 14 PNE 8 PNE 8 PNE 8PNE 12 PNE 14 PNE 16PNE 12 PNE 12 PNE 12 PNE 8 PNE 12 PNE 14PNE 12 PNE 8 PNE 8 PNE 8 PNE 8PNE 8 PNE 8 PNE 12 PNE 18 PNE 12 PNE 8PNE 14 PNE 8 PNE 12PNE 8 PNE 8 PNE 12 PNE 8 PNE 14 PNE 12 PNE 8 PNE 12 PNE 8 PNE 8 PNE 8 PNE 8 PNE 12 PNE 12PNE 8PNE 8 PNE 8PNE 13 PNE 8 PNE 16PNE 16 PNE 14 PNE 8 PNE 8 PNE 8PNE 14PNE 8 PNE 14PNE 8 PNE 12 PNE 12PNE 14 PNE 8 PNE 8 PNE 8 PNE 8 PNE 8 PNE 8 PNE 14PNE 12 PNE 16 PNE 12 PNE 8 PNE 8 PNE 14PNE 8 PNE 13 PNE 8 PNE 12 PNE 8PNE 8 PNE 18 PNE 8 PNE 18PNE 8 PNE 8 PNE 14PNE 12 PNE 8 PNE 8 PNE 13 PNE 8 PNE 12 PNE 12 PNE 8 PNE 8 PNE 8PNE 8 PNE 8 PNE 14 PNE 16PNE 12 PNE 12 PNE 8PNE 12 PNE 14PNE 14PNE 12 PNE 14PNE 8 PNE 12 PNE 12 PNE 12PNE 8 PNE 8 PNE 18 PNE 12 PNE 12 PNE 8 PNE 12PNE 8 PNE 14 PNE 8 PNE 12 PNE 12 PNE 8 PNE 8PNE 8 PNE 8 PNE 14 PNE 18 PNE 8 PNE 14 PNE 8 PNE 8 PNE 12 PNE 12PNE 8 PNE 16 PNE 18PNE 8 PNE 18 PNE 12PNE 8 PNE 14PNE 12 PNE 14 PNE 14 PNE 14 PNE 8 PNE 14 PNE 8 PNE 10PNE 8 PNE 14PNE 8 PNE 14 PNE 12PNE 12 PNE 12 PNE 12 PNE 8 PNE 12 PNE 8 PNE 16 PNE 8 PNE 20 PNE 8 PNE 12 PNE 12 PNE 8 PNE 14 PNE 12 PNE 12PNE 12 PNE 16 PNE 12 PNE 12 PNE 12 PNE 14 PNE 12 PNE 12 PNE 16 PNE 24 PNE 12 PNE 12PNE 8 PNE 8 PNE 8 PNE 12 PNE 12PNE 12PNE 12 PNE 16 PNE 8 PNE 16 PNE 8 PNE 12PNE 8 PNE 8 CED 10PNE 8 PNE 12 PNE 8 PNE 16 PNE 12PNE 14 PNE 12PNE 8 PNE 16 PNE 8 PNE 8 PNE 12 PNE 8PNE 8 PNE 8PNE 8PNE 8 PNE 8 PNE 8 PNE 16 PNE 16 PNE 12 PNE 12 PNE 12 PNE 14 PNE 18 PNE 14 PNE 18 PNE 18PNE 12 PNE 18PNE 16 PNE 12 PNE 12 PNE 8 PNE 12 PNE 12 PNE 12 PNE 18PNE 18 PNE 12 PNE 12 PNE 12 PNE 12 PNE 12 PNE 12 PNE 12PNE 12 PNE 8 PNE 8 PNE 8 PNE 8PNE 8 PNE 14 PNE 8PNE 14PNE 14 PNE 8 PNE 12PNE 8 PNE 8 PNE 16PNE 16 PNE 12PNE 12 PNE 16PNE 8 PNE 14 PNE 18 PNE 8 PNE 8 PNE 8 PNE 8 PNE 8 PNE 8 PNE 12 PNE 8 PNE 12 PNE 8 PNE 8 PNE 8 PNE 16 PNE 8 PNE 12 PNE 8 PNE 8 PNE 12PNE 12 PNE 8 PNE 8 PNE 12 PNE 8PNE 8 PNE 8 PNE 16 PNE 16 PNE 16 PNE 12 PNE 14 PNE 14 PNE 8 PNE 16 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM BCC OF EDENTON, LLC PARID: R03200-001-030-000 D.B. 5708, PG. 1365 M.B. 37, PG. 85 TURNER COASTAL PROPERTIES, LLC PARID: R03200-002-001-006 D.B. 6566, PG. 2588 DIROSSE ENTERPRISES, LLC PARID: R03200-001-018-000 D.B. 6152, PG. 2948 D.B. 6076, PG. 617 UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG PROP O S E D 1 2 " G A S L I N E EASTERN NORTH CAROLINA NATURAL GAS COMPANY EASEMENT D.B. 4134, PG. 563 EXIST I N G C P & L R / W D.B. 5 2 8 , P G . 7 3 S 57°13'21" W 453.88' TOTAL S 57°13'06" W 414.98' S 3 2 ° 3 7 ' 0 0 " E 3 2 5 . 0 0 ' T O T A L 65.10' 20 0 . 0 0 ' 25 0 . 0 0 ' 16 0 . 4 2 ' 16 4 . 6 1 ' 32 4 . 0 1 ' 0.99'415.00'65.09'388.79' 50 0 . 7 3 ' 21 1 . 6 8 ' 20 0 . 3 2 ' 24 8 . 0 3 ' N 57°13'05" E 803.47' 64.95'738.52' 21 1 . 5 6 ' S 57°21'40" W 150.03' 35.0' EASTERN NORTH CAROLINA NATURAL GAS COMPANY EASEMENT D.B. 4134, PG. 551 SUTTON LAKE ROAD - SR 2145 60' PUBLIC R/W CONTROL CORNER N:198689.80 E:2310055.79 N:199701.85 E:2309482.54 CMF CMF CMF CMF CMF CMF IPF IPF IPF IPF IRF IRF IPF OAK 15 OAK 15 OHEOHE OAK 8 OAK 8 MA G 7 OAK 8 OAK 8 MA G 6 OAK 8 OAK 18 OAK 20OAK 16 CH R 4 OAK 8 OAK 8 OAK 8 OAK 8 MA G 4 OAK 8 MA G 6 OAK 9 CH R 4 OAK 12 OAK 6OAK 6OAK 6OAK 13 OAK 8 OAK 12OAK 8OAK 10 OAK 6 OAK 8 OAK 8 OAK 8 OAK 8 OAK 8OAK 8 OAK 8 OAK 8 OAK 15 OAK 8 OAK 6OAK 10 OAK 14 OAK 8 MA G 4 OAK 9OAK 6 OAK 9 OAK 12 OAK 8 OAK 6 OAK 6OAK 8 OAK 6 OAK 8 OAK 8 OAK 6 OAK 8 OAK 12 OAK 10 OAK 8 OAK 6OAK 8 OAK 8 OAK 6 OAK 6 OAK 8 OAK 8 OAK 16 OAK 8 OAK 6 OAK 8 OAK 8 CH R 4 OAK 8 OAK 6 OAK 8 OAK 6 OAK 8OAK 10 OAK 8 OAK 8 OAK 10 OAK 8OAK 9 OAK 6OAK 6 OAK 6 OAK 6 OAK 6 OAK 6 OAK 8 OAK 8 OAK 8 OAK 8 OAK 6OAK 6 OAK 8 OAK 8 OAK 8 OAK 6 OAK 6 OAK 6 OAK 6 OAK 6 OAK 6 OAK 6 OAK 8 OAK 8 OAK 8 OAK 6 OAK 10 OAK 6OAK 10 OAK 8 OAK 6OAK 6 OAK 10 OAK 8 OAK 6 OAK 4OAK 8 OAK 13 OAK 12 OAK 8 OAK 6 OAK 6 OAK 6 OAK 6 OAK 10 OAK 6 OAK 6OAK 6OAK 6 OAK 6 OAK 6OAK 6OAK 12 OAK 6 OAK 8 OAK 6 OAK 12 OAK 14 OAK 12 OAK 10 OAK 6 OAK 6 OAK 8 OAK 15 OAK 8 OAK 6 OAK 12 OAK 6OAK 8 OAK 6 OAK 8 OAK 6 OAK 8 OAK 6 OAK 6 OAK 6 OAK 10 OAK 6 OAK 6 OAK 8 OAK 8 OAK 10OAK 10 OAK 8 OAK 6 OAK 6 OAK 6 OAK 6 CH R 4 CH R 4 HOL 8 EX I S T I N G B U I L D I N G EX I S T I N G P A V E D P A R K I N G EX I S T I N G P A V E D P A R K I N G STAGE 25 24 24 23 23 23 23 22 22 22 22 22 21 21 21 21 21 21 20 20 20 20 20 20 20 19 19 19 19 19 19 1 9 19 19 19 19 19 19 19 19 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 1 8 17 17 17 1 7 17 17 17 1 7 17 17 17 17 17 1717 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 1 7 17 16 16 1 6 1 6 1 6 16 16 16 16 16 16 16 16 1616 16 1 6 16 16 16 16 16 16 16 16 16 16 1 6 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 15 15 15 1 5 15 15 15 15 15 15 15 1 5 15 15 15 15 15 15 15 1 5 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 1 5 15 15 15 15 15 15 15 14 14 14 14 1 4 14 14 14 14 1 4 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 1 4 1 4 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 1 4 14 14 14 13 13 13 13 13 13 13 1 3 13 13 13 1 3 13 1 3 1313 13 13 13 13 13 13 1 3 1 3 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 1 3 13 13 13 13 12 12 12 12 1 2 12 12 12 1 2 12 12 12 12 12 12 12 12 1212 12 12 12 1 2 12 12 12 12 1 2 1 2 12 12 12 1 2 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 1212 12 12 12 1 1 11 11 11 11 11 11 11 1 1 11 11 11 11 1 1 1 1 11 11 1 1 11 10 10 10 24" RCP INVERT: BURIED-INACCESSIBLE INVERT: 12.00 24" RCP INVERT: 10.80 W W W SOUTH ATLANTIC SERVICES, INC PARID: R03200-002-001-003 D.B. 1350, PG. 1726 M.B. 61, PG. 20 ACCESS EASEMENT EX I S T I N G C S X R A I L R O A D R / W - 1 3 0 ' 130.0' LOT 1R 202,476 SQ. FT. ± 4.65 AC. ± LOT 2R 238,167 SQ. FT. ± 5.47 AC. ± LOT 3R 224,958 SQ. FT. ± 5.16 AC. ± 393.21' N 57°14'01" E 458.31'N 57°14'01" E 357.41' N 2 9 ° 3 1 ' 1 7 " W 4 4 8 . 3 5 ' 2.37' N:199174.03 E:2310207.50 L10 N 3 2 ° 4 7 ' 1 7 " W 5 9 8 . 0 9 ' L18 50 . 0 ' 50.0'50. 0 ' L11 L12 L13 L14 L1 5 L16 L1 7 N 3 2 ° 4 7 ' 1 7 " W 5 7 3 . 1 0 ' S 3 2 ° 4 7 ' 1 7 " E 5 7 3 . 0 8 ' L19 L20 L21 L2 2 C5 C6 C7 C8C9 C10 C11 C12 L8 N 8 9 ° 0 2 ' 3 6 " W 2 0 7 . 1 0 ' L9 S 26° 3 8 ' 3 1 " W 1 7 4 . 7 4 ' N 2 9 ° 3 1 ' 1 7 " W 5 0 3 . 1 0 ' C4 190.0 ' S 3 2 ° 5 0 ' 2 1 " E 4 5 0 . 0 0 ' T O T A L EASTERN NORTH CAROLINA NATURAL GAS COMPANY EASEMENT D.B. 4134, PG. 557 N 42°41'00" W 1.11' TO IPF S 3 2 ° 3 7 ' 1 2 " E 1 7 4 . 7 3 ' T O T A L US H W Y 4 2 1 15 0 ' P U B L I C R / W FR E D R I C K S O N R D BEVEL R D ROYMAC INDUSTRIAL PARK ROYM A C D R SUTTO N L A K E R D FR E D R I C K S O N R D SUTTO N L A K E R D FIRE STATION 421 140 U S H I G H W A Y 4 2 1 LINE BEARING DISTANCE L8 N 32°47'19" W 26.73' L9 N 32°47'17" W 93.72' L10 N 57°12'41" E 57.68' L11 S 47°59'40" W 45.29' L12 S 57°12'41" W 219.44' L13 S 47°59'40" W 45.29' L14 S 57°12'41" W 279.27' L15 N 89°02'36" W 207.10' L16 N 00°57'24" E 50.00' L17 S 89°02'36" E 207.10' L18 N 57°12'41" E 34.83' L19 N 57°14'01" E 50.00' L20 N 57°12'41" E 194.44' L21 N 47°59'40" E 45.29' L22 S 32°37'12" E 50.00' CURVE RADIUS ARC LENGTH DELTA CHORD LENGTH CHORD BEARING C4 182.66'109.63'34°23'17"107.99'S 73°45'15" W C5 317.50'48.25'8°42'24"48.20'S 52°20'52" W C6 282.50'45.44'9°13'00"45.39'S 52°36'11" W C7 292.50'44.15'8°38'55"44.11'S 52°19'08" W C8 307.50'49.47'9°13'00"49.41'S 52°36'11" W C9 207.50'122.21'33°44'44"120.45'S 74°05'03" W C10 157.50'92.76'33°44'44"91.43'N 74°05'03" E C11 257.50'41.42'9°13'00"41.38'N 52°36'11" E C12 342.50'52.34'8°45'22"52.29'N 52°22'21" E DA T E : SC A L E : DE S I G N E D : DR A W N : CH E C K E D : PEI JOB#: CO N C E P T U A L L A Y O U T : PR E L I M I N A R Y L A Y O U T : FI N A L D E S I G N : RE L E A S E D F O R C O N S T : PR O J E C T S T A T U S RE V I S I O N S : DR A W I N G I N F O R M A T I O N SEAL CL I E N T I N F O R M A T I O N : 12 2 C i n e m a D r i v e Wi l m i n g t o n , N o r t h C a r o l i n a 2 8 4 0 3 (9 1 0 ) 7 9 1 - 6 7 0 7 ( O ) ( 9 1 0 ) 7 9 1 - 6 7 6 0 ( F ) NC L i c e n s e # : C - 2 8 4 6 JA E JA E 1" = 7 0 ' 06 / 2 6 / 2 3 NE W H A N O V E R C O U N T Y , N C CA P E F E A R T O W N S H I P EX I S T I N G C O N D I T I O N S S U R V E Y SV-1 22319.PE OL D M B C O F F I C E , L L C 14 0 4 C O M M O N W E A L T H D R I V E , S T E 2 5 0 WI L M I N G T O N , N C 2 8 4 0 3 37 0 5 U S H W Y 4 2 1 LEGEND: IRON PIPE FOUND IRON ROD FOUND IRON ROD SET PK NAIL FOUND PK NAIL SET CONCRETE MONUMENT FOUND COMPUTED POINT IPF IRF PKF PKS CMF BOUNDARY LINE ADJOINING BOUNDARY LINE RIGHT OF WAY 100-YR FLOOD LINE PRELIMINARY DRAWING DO NOT USE FOR CONSTRUCTION, RECORDATION, CONVEYANCES, OR SALES. 100-YR 100-YR 100-YR NAD 8 3 0 35 70 140 210 280 SCALE: 1"=70' NOTES 1.AREA CALCULATED BY COORDINATE METHOD. 2.HORIZONTAL (NAD 83-2011) AND VERTICAL (NAVD 88) DATA WERE ESTABLISHED UTILIZING A TOPCON HIPER-V GPS RECEIVER OPERATING IN VRS MODE WITH REPEAT OBSERVATIONS. 3.THIS PARCEL IS LOCATED IN ZONE X – NOT A SPECIAL FLOOD HAZARD AREA – AS SHOWN ON FEMA FLOOD MAPS NO. 3720311900K AND 3720310900L BEARING AN EFFECTIVE DATE OF 08/28/2018. 4.UTILITIES AS SHOWN ARE PLOTTED FROM INFORMATION VISIBLE IN THE FIELD AND FROM INFORMATION PROVIDED BY UTILITY COMPANIES. ADDITIONAL UTILITIES NOT SHOWN MAY EXIST. THE APPROPRIATE UTILITY COMPANIES SHOULD BE CONTACTED PRIOR TO LAND DISTURBING ACTIVITIES. 5.THIS LOT IS SUBJECT TO ALL UTILITY EASEMENTS, RESTRICTIONS, OR COVENANTS OF RECORD. VICINITY MAP (NOT TO SCALE) SITE CERTIFICATE OF ACCURACY AND MAPPING I, JOSHUA A.EXLINE, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTIONS RECORDED IN THE REFERENCES NOTED ON THIS DRAWING); THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN AS DASHED LINES AS DRAWN FROM INFORMATION NOTED; THAT THE RATIO OF PRECISION IS 1:10,000; AND THAT THIS MAP MEETS THE REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA (21 NCAC 56. 1600). THIS ______ DAY OF __________________, A.D., __________. I, JOSHUA A. EXLINE, CERTIFY THAT THIS SURVEY IS OF AN EXISTING PARCEL OR PARCELS OF LAND OR ONE OR MORE EXISTING EASEMENTS AND DOES NOT CREATE A NEW STREET OR CHANGE AN EXISTING STREET. ______________________________________________________ JOSHUA A. EXLINE, PLS LICENSE NO. L-5421 PA R I D : R 0 3 2 0 0 - 0 0 1 - 0 1 1 - 0 0 0 , R 0 3 2 0 0 - 0 0 1 - 0 2 6 - 0 0 0 & R0 3 2 0 0 - 0 0 1 - 0 1 2 - 0 0 0 SITE DATA SITE ADDRESS(S):3705 US HWY 421 WILMINGTON, NORTH CAROLINA 28405 OWNER INFORMATION:OLD MBC OFFICE, LLC 1404 COMMONWEALTH DRIVE, STE 250 WILMINGTON, NC 28403 PLAT BK / PG:BK 73 PG 177 TOTAL SITE AREA:LOT 1R - 4.65 AC.±, or 202,476 SQ. FT.± LOT 2R - 5.47 AC.±, or 238,167 SQ. FT.± LOT 3R - 5.16 AC.±, or 224,958 SQ. FT.± PAR ID:R03200-001-011-000 DEED BOOK 6603, PAGE 266 MAP BOOK 37 PAGE 85 R03200-001-026-000 DEED BOOK 4037, PAGE 323 R03200-001-012-000 DEED BOOK 3449, PAGE 107 ZONING:I-2 ROYMAC INDUSTRIAL PARK ROYM A C D R SUTT O N L A K E R D F R E D R I C K S O N R D SUTT O N L A K E R D FIRE STATION 421 140 U S H I G H W A Y 4 2 1 ROYMAC INDUSTRIAL PARK ROYM A C D R SUTT O N L A K E R D F R E D R I C K S O N R D SUTT O N L A K E R D FIRE STATION 421 140 U S H I G H W A Y 4 2 1 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM BCC OF EDENTON, LLC PARID: R03200-001-030-000 D.B. 5708, PG. 1365 M.B. 37, PG. 85 SOUTH ATLANTIC SERVICES, INC PARID: R03200-002-001-003 D.B. 6076, PG. 617 M.B. 61, PG. 20 TURNER COASTAL PROPERTIES, LLC PARID: R03200-002-001-006 D.B. 6566, PG. 2588 DIROSSE ENTERPRISES, LLC PARID: R03200-001-018-000 D.B. 6152, PG. 2948 U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G OH E OH E OHE EXISTING BUILDING EXISTING PAVED PARKING W W W EXISTING PAVED PARKING X X X X X X X X TV TV LLP 16 OAK 15 OAK 15 LLP 18 LLP 12 OAK 8 LLP 12 LLP 12LLP 12OAK 8 LLP 12 CED 12 LLP 16 MAG 7 OAK 8 OAK 8 LLP 12 LLP 15 LLP 12 CHR 4 LLP 12 LLP 12 OAK 8 LLP 12 LLP 12 LLP 12 LLP 12 LLP 16 MAG 4 LLP 17 LLP 16 OAK 8LLP 12 LLP 14 LLP 14 MAG 6 LLP 12 LLP 12 LLP 12 LLP 12 LLP 12 LLP 16 LLP 16 LLP 12 LLP 12 LLP 12 LLP 12 LLP 12 LLP 15 LLP 12 LLP 12 LLP 12 LLP 12LLP 12LLP 14 LLP 12LLP 12LLP 12 LLP 12 LLP 15 LLP 12 LLP 12 LLP 15 LLP 13 LLP 12 LLP 13 LLP 13 LLP 12 LLP 12 OAK 8 LLP 12 LLP 12LLP 12 LLP 14 LLP 12 LLP 12 LLP 12 LLP 13 LLP 14LLP 12 LLP 12 LLP 12 LLP 14 LLP 12OAK 12 LLP 12 LLP 12 LLP 12 OAK 10 LLP 12 LLP 13 LLP 12 LLP 14 LLP 12OAK 6 OAK 6 OAK 8 LLP 12 LLP 12 LLP 12 OAK 8 LLP 12 LLP 12 LLP 12 OAK 8 LLP 12 LLP 12 LLP 12LLP 16 LLP 14 LLP 14 DW 6 LLP 14 LLP 14 LLP 12 LLP 16 LLP 14 LLP 16 LLP 14 LLP 18 LLP 12 CED 12 LLP 12 LLP 16 OAK 4 LLP 12LLP 18 OAK 6 LLP 12 LLP 8 LLP 14 LLP 8 LLP 12 OAK 6 OAK 6 OAK 12 LLP 8 OAK 8 LLP 8 LLP 12 OAK 6 LLP 12 LLP 8 LLP 16 LLP 18 LLP 8 LLP 18 LLP 12 LLP 8 LLP 14 LLP 12 LLP 14 LLP 14 LLP 14 LLP 8 LLP 14 LLP 8 LLP 10 LLP 8LLP 14 LLP 8 LLP 14 LLP 12 LLP 12 LLP 12 LLP 12 LLP 8 LLP 12 LLP 8 LLP 16 LLP 8 LLP 20 LLP 8 LLP 12LLP 12 LLP 8 LLP 14 LLP 12LLP 12 LLP 12LLP 16 LLP 12 LLP 12 LLP 12 LLP 14 OAK 6LLP 12 LLP 12 OAK 8 LLP 16 LP 24 LLP 12 LLP 12 LLP 8 LLP 8 LLP 8 LLP 12 LLP 12LLP 12 LLP 12 LLP 16 OAK 8 OAK 10 LO 10 OAK 8 LLP 8 LLP 16 LLP 8 LLP 12 LLP 8LLP 8 OAK 6 CED 10 LLP 8 LLP 12 LLP 8 LLP 16 LLP 12 LLP 14 LLP 12 LLP 8 LLP 16 LLP 8LLP 8 LLP 12 LLP 8 LLP 8 LLP 8 LLP 8LLP 8LLP 8 LLP 8LLP 16 LLP 16 LLP 12 LLP 12 LLP 12 LLP 14 LLP 18 LLP 14 LLP 18 LLP 18 LLP 12 LLP 18 LLP 16 LLP 12 OAK 6LLP 12 OAK 6OAK 6 LLP 8 LLP 12 LLP 12 LLP 12 LLP 18 LLP 18 LLP 12 LLP 12 LLP 12 LLP 12 LLP 14 LLP 8 LLP 14 LLP 14 LLP 8 LLP 12 LLP 8 LLP 8 LLP 16 LLP 16 LLP 12 LLP 12 LLP 16LLP 8 LLP 14 LLP 18 LLP 8 LLP 8 LLP 16 LLP 16 LLP 16 LLP 12 LLP 14 LLP 14 LLP 8 O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM BCC OF EDENTON, LLC PARID: R03200-001-030-000 D.B. 5708, PG. 1365 M.B. 37, PG. 85 SOUTH ATLANTIC SERVICES, INC PARID: R03200-002-001-003 D.B. 6076, PG. 617 M.B. 61, PG. 20 TURNER COASTAL PROPERTIES, LLC PARID: R03200-002-001-006 D.B. 6566, PG. 2588 DIROSSE ENTERPRISES, LLC PARID: R03200-001-018-000 D.B. 6152, PG. 2948 U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G OH E OH E OHE EXISTING BUILDING EXISTING PAVED PARKING W W W EXISTING PAVED PARKING X X X X X X X X TV TV LLP 16 OAK 15 OAK 15 LLP 18 LLP 12 OAK 8 LLP 12 LLP 12LLP 12OAK 8 LLP 12 CED 12 LLP 16 MAG 7 OAK 8 OAK 8 LLP 12 LLP 15 LLP 12 CHR 4 LLP 12 LLP 12 OAK 8 LLP 12 LLP 12 LLP 12 LLP 12 LLP 16 MAG 4 LLP 17 LLP 16 OAK 8LLP 12 LLP 14 LLP 14 MAG 6 LLP 12 LLP 12 LLP 12 LLP 12 LLP 12 LLP 16 LLP 16 LLP 12 LLP 12 LLP 12 LLP 12 LLP 12 LLP 15 LLP 12 LLP 12 LLP 12 LLP 12LLP 12LLP 14 LLP 12LLP 12LLP 12 LLP 12 LLP 15 LLP 12 LLP 12 LLP 15 LLP 13 LLP 12 LLP 13 LLP 13 LLP 12 LLP 12 OAK 8 LLP 12 LLP 12LLP 12 LLP 14 LLP 12 LLP 12 LLP 12 LLP 13 LLP 14LLP 12 LLP 12 LLP 12 LLP 14 LLP 12OAK 12 LLP 12 LLP 12 LLP 12 OAK 10 LLP 12 LLP 13 LLP 12 LLP 14 LLP 12OAK 6 OAK 6 OAK 8 LLP 12 LLP 12 LLP 12 OAK 8 LLP 12 LLP 12 LLP 12 OAK 8 LLP 12 LLP 12 LLP 12LLP 16 LLP 14 LLP 14 DW 6 LLP 14 LLP 14 LLP 12 LLP 16 LLP 14 LLP 16 LLP 14 LLP 18 LLP 12 CED 12 LLP 12 LLP 16 OAK 4 LLP 12LLP 18 OAK 6 LLP 12 LLP 8 LLP 14 LLP 8 LLP 12 OAK 6 OAK 6 OAK 12 LLP 8 OAK 8 LLP 8 LLP 12 OAK 6 LLP 12 LLP 8 LLP 16 LLP 18 LLP 8 LLP 18 LLP 12 LLP 8 LLP 14 LLP 12 LLP 14 LLP 14 LLP 14 LLP 8 LLP 14 LLP 8 LLP 10 LLP 8LLP 14 LLP 8 LLP 14 LLP 12 LLP 12 LLP 12 LLP 12 LLP 8 LLP 12 LLP 8 LLP 16 LLP 8 LLP 20 LLP 8 LLP 12LLP 12 LLP 8 LLP 14 LLP 12LLP 12 LLP 12LLP 16 LLP 12 LLP 12 LLP 12 LLP 14 OAK 6LLP 12 LLP 12 OAK 8 LLP 16 LP 24 LLP 12 LLP 12 LLP 8 LLP 8 LLP 8 LLP 12 LLP 12LLP 12 LLP 12 LLP 16 OAK 8 OAK 10 LO 10 OAK 8 LLP 8 LLP 16 LLP 8 LLP 12 LLP 8LLP 8 OAK 6 CED 10 LLP 8 LLP 12 LLP 8 LLP 16 LLP 12 LLP 14 LLP 12 LLP 8 LLP 16 LLP 8LLP 8 LLP 12 LLP 8 LLP 8 LLP 8 LLP 8LLP 8LLP 8 LLP 8LLP 16 LLP 16 LLP 12 LLP 12 LLP 12 LLP 14 LLP 18 LLP 14 LLP 18 LLP 18 LLP 12 LLP 18 LLP 16 LLP 12 OAK 6LLP 12 OAK 6OAK 6 LLP 8 LLP 12 LLP 12 LLP 12 LLP 18 LLP 18 LLP 12 LLP 12 LLP 12 LLP 12 LLP 14 LLP 8 LLP 14 LLP 14 LLP 8 LLP 12 LLP 8 LLP 8 LLP 16 LLP 16 LLP 12 LLP 12 LLP 16LLP 8 LLP 14 LLP 18 LLP 8 LLP 8 LLP 16 LLP 16 LLP 16 LLP 12 LLP 14 LLP 14 LLP 8 O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E 25' STREETYARD 50' BUILDING SETBACK X X X XXXXXXXX X X X X X X X X X X SU T T O N L A K E R O A D 60 ' P U B L I C R / W F F 101 102 103 104 106 108 109 110 112 113 114 115 116 117 118 119 120 121 123 122 124 126 129 130131 134133 132 136 135 125 128 127 111 107 105 VITREOUS CHINALAVATORYCAXTONK-2212 VITREOUS CHINALAVATORYCAXTONK-2212 W W W W W W W W W W W W W W W W W W W W W W W W W W F F F F F F F F F F F F F F F F R E P A I R A R E A U.S. HIGHWAY 421 150' PUBLIC R/W CO L O N I A L M A T E R I A L S NE W H A N O V E R C O U N T Y NO R T H C A R O L I N A 22319.PE OL D M B C O F F I C E , L L C 14 0 4 C O M M O N W E A L T H D R I V E , S U I T E 2 5 0 WI L M I N G T O N , N C 2 8 4 0 3 DA T E : SC A L E : DE S I G N E D : DR A W N : CH E C K E D : PEI JOB#: CO N C E P T U A L L A Y O U T : PR E L I M I N A R Y L A Y O U T : FI N A L D E S I G N : RE L E A S E D F O R C O N S T : PR O J E C T S T A T U S RE V I S I O N S : DR A W I N G I N F O R M A T I O N SEAL CL I E N T I N F O R M A T I O N : 12 2 C i n e m a D r i v e Wi l m i n g t o n , N o r t h C a r o l i n a 2 8 4 0 3 (9 1 0 ) 7 9 1 - 6 7 0 7 ( O ) ( 9 1 0 ) 7 9 1 - 6 7 6 0 ( F ) NC L i c e n s e # : C - 2 8 4 6 FI N A L D E S I G N - N O T R E L E A S E D F O R C O N S T R U C T I O N N O R T H CAROLIN A PR O F E SSION ENGIN E E R SEAL A L 0 3 1 5 9 1 R O BERT P. B A L L A N D 06/29/2023 SITE VICINITY MAP SCALE: 1" = 1,000' SITE DATA TABULATION PROJECT ADDRESS:3651 US-421 3701 US-421 WILMINGTON, NC 28401 PARCEL ID: R03200-001-011-000 R03200-001-026-000 R03200-001-012-000 PROPERTY OWNER:OLD MBC OFFICE, LLC 1404 COMMONWEALTH DRIVE SUITE 250 WILMINGTON, NC 28403 CURRENT ZONING:I-2 (REGIONAL BUSINESS) TOTAL SITE AREA:±15.28 ACRES OR 665,601 SF PROPOSED USE:WAREHOUSING FLOOD INFORMATION:THIS SITE IS NOT LOCATED IN A SPECIAL FLOOD HAZARD AREA AS DETERMINED BY FEMA FLOOD PANELS 3720311900K AND 3720310900L, DATED AUGUST 28, 2018 BUILDING DATA NUMBER OF BUILDINGS:1 MAXIMUM ALLOWABLE BUILDING HEIGHT: N/A PROPOSED BUILDING HEIGHT:30' NUMBER OF STORIES:1 STORY TOTAL BUILDING AREA (FOOTPRINT):32,990 SQ. FT. BUILDING LOT COVERAGE:32,990\665,601 SQ. FT. (5.0%) DIMENSIONAL REQUIREMENTS - I-2 SETBACKS REQUIRED PROVIDED FRONT 50 FT 635+ FT SIDE (ADJ. INDUSTRIAL)N/A 76+ FT REAR (ADJ. RAIL)N/A 71+ FT PARKING STANDARDS - WAREHOUSING STANDARD:1.5 SPACES PER 1,000 SF REQUIRED:49 SPACES PROVIDED:25 SPACES *REQUIRED PARKING REDUCED IN ACCORDANCE WITH SECTION 5.1.3 OF THE UDO. IMPERVIOUS AREA EXISTING IMPERVIOUS:29,275 SF EXISTING IMPERVIOUS TO REMAIN:29,275 SF PROPOSED IMPERVIOUS AREA BUILDINGS 32,990 SF PARKING 114,280 SF STREETS 32,185 SF SIDEWALKS 1,150 SF FUTURE 4,395 SF TOTAL PROPOSED IMP. AREA 185,000 SF DISTURBED AREA: 8.72 ac GENERAL NOTES: 1.ALL EXTERIOR SIGNS TO BE PERMITTED SEPARATELY AND SHALL COMPLY WITH SECTION 5.6 AND 3.5.3 OF THE UDO. 2.NO CONSERVATION AREAS EXIST ON THE SITE. 3.WETLANDS ARE CURRENTLY BEING EVALUATED BY THE DAVEY GROUP AT THIS TIME. 4.TRIP GENERATION IS LESS THAN 100 PEAK HOUR TRIPS. A TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. WASTE DISPOSAL WASTE DISPOSAL WILL BE PROVIDED WITH A CENTRAL DUMPSTER LOCATION. THIS LOCATION HAS BEEN NOTED ON THE PLAN. ALL TRASH-HANDLING AND RELATED EQUIPMENT SHALL BE COMPLETELY ENCLOSED AND SCREENED WITH AN OPAQUE FENCE OR WALL. THE ENCLOSURE SHALL BE AT LEAST ONE (1) FOOT TALLER THAN THE HIGHEST POINT OF THE TRASH RECEPTACLE. 0 30 60 120 240 SCALE: 1"=60' GRAPHIC SCALE N A D 8 3 ( 2 0 1 1 ) PROPOSED INFILTRATION BASIN PROPOSED 1-STORY METAL BUILDING COLONIAL MATERIALS 32,990 SF ASPHALT LAYDOWN YARD FUTURE RE-DEVELOPMENT PARCEL LOT 3R ±5.16 ACRES OV E R A L L S I T E P L A N C-2.0 06 / 2 9 / 2 3 1" = 6 0 ' RP B RP B RP B 190' P O W E R L I N E / UTIL I T Y E A S E M E N T RA I L R O A D R/ W PROPERTY BOUNDARY, CENTERLINE OF RAILROAD PROPOSED RETAINING WALLS LOADING AREA W/ TRUCK DOCK WATER AND SEWER CAPACITY ONSITE SEPTIC SEWER: WAREHOUSE AND OFFICES WITH 25 EMPLOYEES: 25GAL/EMPLOYEE/SHIFT: 25x25 = 625 GPD [15A NCAC 18A.1949 RULES CFPUA ONSITE WATER DEMAND BASED OFF PLUMBING AND FIRE SERVICE UTILITY INFORMATION CONTRACTOR SHALL INSTALL WATER AND SEWER SERVICES IN ACCORDANCE WITH CFPUA STANDARD DETAILS AND SPECIFICATIONS. WATER THIS PROJECT WILL CONNECT TO AN EXISTING 8" WATER MAIN LOCATED WITHIN THE US HWY. 421 RIGHT OF WAY. THIS PROJECT IS CONSTRUCTING APPROXIMATELY 1,000LF OF 8" WATER MAIN AND (3) 2" DOMESTIC SERVICES AND (3) 6" FIRE SERVICES TO SERVICE THE THREE COMMERCIAL LOTS. DOMESTIC WATER ALLOCATION PROVIDED BY CFPUA. LOT LINE, TYP. FUTURE DEVELOPMENT PARCEL LOT 2R ±5.47 ACRES LOT 1R ±4.65 ACRES 300' STORAGE 200' TAPER 12 ' PROPERTY 35' ASPHALT ACCESS ROAD 35' 30 ' PROPOSED 35' DRAINAGE EASEMENT, TYP. 50' ACCESS EASEMENT 50' ACCESS EASEMENT SEPTIC SYSTEM & REPAIR AREA 6' CHAINLINK SECURITY FENCE W/ GREEN SLATS PROPOSED RIGHT TURN LANE 10' x 70' SIGHT TRIANGLE 610' AASHTO SIGHT DISTANCE (B1) 530' AASHTO SIGHT DISTANCE (B2) ROYMAC INDUSTRIAL PARK ROYM A C D R SUTT O N L A K E R D FR E D R I C K S O N R D SUTT O N L A K E R D FIRE STATION 421 140 U S H I G H W A Y 4 2 1 ROYMAC INDUSTRIAL PARK ROYM A C D R SUTT O N L A K E R D FR E D R I C K S O N R D SUTT O N L A K E R D FIRE STATION 421 140 U S H I G H W A Y 4 2 1 PARID: R03200-002-001-003 U G U G U G U G X X X X X X X X X X X X X X X X OAK 8 LLP 12 LLP 14LLP 12 LLP 12 LLP 12 LLP 14 LLP 12OAK 12 LLP 12 LLP 12 LLP 12 OAK 10 LLP 12 LLP 13 LLP 12 LLP 14 LLP 12OAK 6 OAK 6 OAK 8 LLP 12 LLP 12 LLP 12 OAK 8 LLP 12 LLP 12 LLP 12 OAK 8 LLP 12 LLP 12 LLP 12 CED 12 LLP 12 LLP 16 OAK 4 LLP 12LLP 18 OAK 6 LLP 12 LLP 8 LLP 14 LLP 8 LLP 12 OAK 6 OAK 6 OAK 12 LLP 8 OAK 8 LLP 8 LLP 12 OAK 6 LLP 12 LLP 8 LLP 16 LLP 18 LLP 10 LLP 8LLP 14 LLP 16 LLP 16 O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E PARID: R03200-002-001-003 U G U G U G U G X X X X X X X X X X X X X X X X OAK 8 LLP 12 LLP 14LLP 12 LLP 12 LLP 12 LLP 14 LLP 12OAK 12 LLP 12 LLP 12 LLP 12 OAK 10 LLP 12 LLP 13 LLP 12 LLP 14 LLP 12OAK 6 OAK 6 OAK 8 LLP 12 LLP 12 LLP 12 OAK 8 LLP 12 LLP 12 LLP 12 OAK 8 LLP 12 LLP 12 LLP 12 CED 12 LLP 12 LLP 16 OAK 4 LLP 12LLP 18 OAK 6 LLP 12 LLP 8 LLP 14 LLP 8 LLP 12 OAK 6 OAK 6 OAK 12 LLP 8 OAK 8 LLP 8 LLP 12 OAK 6 LLP 12 LLP 8 LLP 16 LLP 18 LLP 10 LLP 8LLP 14 LLP 16 LLP 16 O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E X X X X X X X XXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X F F F 101 102 103 104 106 108 109 110 112 113 114 115 116 117 118 119 120 121 123 122 124 126 129 130131 134133 132 136 135 125 128 127 111 107 105 VITREOUS CHINALAVATORYCAXTONK-2212 VITREOUS CHINALAVATORYCAXTONK-2212 SWALE #1 SWALE #2 F F F F F F F F F F F F F F F F F F F R E P A I R A R E A 9' 24.5'18' 25 ' 24'18' 9' 35 ' 76.5' 71 . 6 ' 30 ' 25'R 25'R 25'R 25'R 3'R 15'R 3'R 15'R 30'R 10'R 3'R3'R 10'R 67.5'R 10'R 3'R 3'R 3'R 15'R 15'R 3'R 10'R 10'R 25 ' CO L O N I A L M A T E R I A L S NE W H A N O V E R C O U N T Y NO R T H C A R O L I N A 22319.PE OL D M B C O F F I C E , L L C 14 0 4 C O M M O N W E A L T H D R I V E , S U I T E 2 5 0 WI L M I N G T O N , N C 2 8 4 0 3 DA T E : SC A L E : DE S I G N E D : DR A W N : CH E C K E D : PEI JOB#: CO N C E P T U A L L A Y O U T : PR E L I M I N A R Y L A Y O U T : FI N A L D E S I G N : RE L E A S E D F O R C O N S T : PR O J E C T S T A T U S RE V I S I O N S : DR A W I N G I N F O R M A T I O N SEAL CL I E N T I N F O R M A T I O N : 12 2 C i n e m a D r i v e Wi l m i n g t o n , N o r t h C a r o l i n a 2 8 4 0 3 (9 1 0 ) 7 9 1 - 6 7 0 7 ( O ) ( 9 1 0 ) 7 9 1 - 6 7 6 0 ( F ) NC L i c e n s e # : C - 2 8 4 6 FI N A L D E S I G N - N O T R E L E A S E D F O R C O N S T R U C T I O N N O R T H CAROLIN A PR O FESSION ENGI N E E R SEAL A L 0 3 1 5 9 1 R O BERT P. B A L L A ND 06/29/2023 SITE VICINITY MAP SCALE: 1" = 1,000' SITE DATA TABULATION PROJECT ADDRESS:3651 US-421 3701 US-421 WILMINGTON, NC 28401 PARCEL ID: R03200-001-011-000 R03200-001-026-000 R03200-001-012-000 PROPERTY OWNER:OLD MBC OFFICE, LLC 1404 COMMONWEALTH DRIVE SUITE 250 WILMINGTON, NC 28403 CURRENT ZONING:I-2 (REGIONAL BUSINESS) TOTAL SITE AREA:±15.28 ACRES OR 665,601 SF PROPOSED USE:WAREHOUSING FLOOD INFORMATION:THIS SITE IS NOT LOCATED IN A SPECIAL FLOOD HAZARD AREA AS DETERMINED BY FEMA FLOOD PANELS 3720311900K AND 3720310900L, DATED AUGUST 28, 2018 BUILDING DATA NUMBER OF BUILDINGS:1 MAXIMUM ALLOWABLE BUILDING HEIGHT: N/A PROPOSED BUILDING HEIGHT:30' NUMBER OF STORIES:1 STORY TOTAL BUILDING AREA (FOOTPRINT):32,990 SQ. FT. BUILDING LOT COVERAGE:32,990\665,601 SQ. FT. (5.0%) DIMENSIONAL REQUIREMENTS - I-2 SETBACKS REQUIRED PROVIDED FRONT 50 FT 635+ FT SIDE (ADJ. INDUSTRIAL)N/A 76+ FT REAR (ADJ. RAIL)N/A 71+ FT PARKING STANDARDS - WAREHOUSING STANDARD:1.5 SPACES PER 1,000 SF REQUIRED:49 SPACES PROVIDED:25 SPACES *REQUIRED PARKING REDUCED IN ACCORDANCE WITH SECTION 5.1.3 OF THE UDO. IMPERVIOUS AREA EXISTING IMPERVIOUS:29,275 SF EXISTING IMPERVIOUS TO REMAIN:29,275 SF PROPOSED IMPERVIOUS AREA BUILDINGS 32,990 SF PARKING 114,280 SF STREETS 32,185 SF SIDEWALKS 1,150 SF FUTURE 4,395 SF TOTAL PROPOSED IMP. AREA 185,000 SF DISTURBED AREA: 8.72 ac GENERAL NOTES: 1.ALL EXTERIOR SIGNS TO BE PERMITTED SEPARATELY AND SHALL COMPLY WITH SECTION 5.6 AND 3.5.3 OF THE UDO. 2.NO CONSERVATION AREAS EXIST ON THE SITE. 3.WETLANDS ARE CURRENTLY BEING EVALUATED BY THE DAVEY GROUP AT THIS TIME. 4.TRIP GENERATION IS LESS THAN 100 PEAK HOUR TRIPS. A TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. WASTE DISPOSAL WASTE DISPOSAL WILL BE PROVIDED WITH A CENTRAL DUMPSTER LOCATION. THIS LOCATION HAS BEEN NOTED ON THE PLAN. 0 15 30 60 120 SCALE: 1"=30' GRAPHIC SCALE N A D 8 3 ( 2 0 1 1 ) PROPOSED COLONIAL MATERIAL 32,990 SF ASPHALT LAYDOWN YARD LOADING AREA W/ TRUCK DOCK KEY NOTES: 1 24" CURB & GUTTER (TYPICAL) 2 PROPOSED ACCESSIBLE PARKING SIGN (TYPICAL) 2 PROPOSED 6' SECURITY FENCE, TYP. 4 ROLL UP DOOR ACCESS (TYPICAL) 4 4 4 FUTURE DEVELOPMENT PARCEL LOT 2R ±5.47 ACRES 3 PROPOSED ACCESSIBLE SPACE WITH AISLE (TYPICAL) 3 SI T E P L A N C-2.1 06 / 2 9 / 2 3 1" = 3 0 ' RP B RP B RP B SEPTIC SYSTEM & REPAIR AREA LOT LINE, TYP. 5 ROLL OFF DUMPSTER PROPOSED RETAINING WALLS 1 MATCHLINE - SEE SHEET C-2.2 9 5 7 4 LOT 1R ±4.65 ACRES FUTURE RE-DEVELOPMENT PARCEL LOT 3R ±5.16 ACRES 5 6 WHEEL STOP (TYPICAL) 6 7 6' CHAINLINK SECURITY FENCE WITH GREEN SLATS 7 8 5' CONCRETE SIDEWALK (TYPICAL) 8 50' ACCESS EASEMENT PROPOSED 35' DRAINAGE EASEMENT 25' CLEARANCE FROM DUKE STRUCTURES, TYP. RAILROAD R/W PROPERTY BOUNDARY PROPOSED RETAINING WALL PROPOSED FIRE HYDRANT ASSEMBLY WALL MOUNTED FIRE DEPARTMENT CONNECTION ROYMAC INDUSTRIAL PARK ROYM A C D R SUTT O N L A K E R D F R E D R I C K S O N R D SUTT O N L A K E R D FIRE STATION 421 140 U S H I G H W A Y 4 2 1 ROYMAC INDUSTRIAL PARK ROYM A C D R SUTT O N L A K E R D F R E D R I C K S O N R D SUTT O N L A K E R D FIRE STATION 421 140 U S H I G H W A Y 4 2 1 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM BCC OF EDENTON, LLC PARID: R03200-001-030-000 D.B. 5708, PG. 1365 M.B. 37, PG. 85 OH E OH E OH E OH E OH E OHE W W W W W W W W X X X X X X X X X X X X X X X X TV TV LLP 16 OAK 15 OAK 15 LLP 18 LLP 12 OAK 8 LLP 12 LLP 12LLP 12OAK 8 LLP 12 CED 12 LLP 16 MAG 7 OAK 8 OAK 8 LLP 12 LLP 15 LLP 12 CHR 4 LLP 12 LLP 12 OAK 8 LLP 12 LLP 12 LLP 12 LLP 12 LLP 16 MAG 4 LLP 17 LLP 16 OAK 8LLP 12 LLP 14 LLP 14 MAG 6 LLP 12 LLP 12 LLP 12 LLP 12 LLP 12 LLP 16 LLP 16 LLP 12 LLP 12 LLP 12 LLP 12 LLP 12 LLP 15 LLP 12 LLP 12 LLP 12 LLP 12LLP 12LLP 14 LLP 12LLP 12LLP 12 LLP 12 LLP 15 LLP 12 LLP 12 LLP 15 LLP 13 LLP 12 LLP 13 LLP 13 LLP 12 LLP 12 OAK 8 LLP 12 LLP 12 LLP 12 LLP 14 LLP 12 LLP 12 LLP 12 LLP 13 LLP 14LLP 12 LLP 12 LLP 12 LLP 14 LLP 12OAK 12 LLP 12 LLP 12 LLP 12 OAK 10 LLP 12 LLP 13 LLP 12 LLP 14 LLP 12LLP 16 LLP 14 LLP 14 DW 6 LLP 14 LLP 14 LLP 12 LLP 16 LLP 14 LLP 16 LLP 14 LLP 18 LLP 12 CED 12 LLP 12 LLP 16 OAK 4 LLP 12 OAK 6 LLP 12 LLP 8 LLP 16 LLP 18 LLP 10 LLP 8LLP 14 LLP 8 LLP 14 LLP 12 LLP 12 LLP 12 LLP 12 LLP 8 LLP 12 LLP 8 LLP 20 LLP 12LLP 12 LLP 14 LLP 12 LLP 12 LLP 16 LLP 12 LLP 16 LLP 16 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM BCC OF EDENTON, LLC PARID: R03200-001-030-000 D.B. 5708, PG. 1365 M.B. 37, PG. 85 OH E OH E OH E OH E OH E OHE W W W W W W W W X X X X X X X X X X X X X X X X TV TV LLP 16 OAK 15 OAK 15 LLP 18 LLP 12 OAK 8 LLP 12 LLP 12LLP 12OAK 8 LLP 12 CED 12 LLP 16 MAG 7 OAK 8 OAK 8 LLP 12 LLP 15 LLP 12 CHR 4 LLP 12 LLP 12 OAK 8 LLP 12 LLP 12 LLP 12 LLP 12 LLP 16 MAG 4 LLP 17 LLP 16 OAK 8LLP 12 LLP 14 LLP 14 MAG 6 LLP 12 LLP 12 LLP 12 LLP 12 LLP 12 LLP 16 LLP 16 LLP 12 LLP 12 LLP 12 LLP 12 LLP 12 LLP 15 LLP 12 LLP 12 LLP 12 LLP 12LLP 12LLP 14 LLP 12LLP 12LLP 12 LLP 12 LLP 15 LLP 12 LLP 12 LLP 15 LLP 13 LLP 12 LLP 13 LLP 13 LLP 12 LLP 12 OAK 8 LLP 12 LLP 12 LLP 12 LLP 14 LLP 12 LLP 12 LLP 12 LLP 13 LLP 14LLP 12 LLP 12 LLP 12 LLP 14 LLP 12OAK 12 LLP 12 LLP 12 LLP 12 OAK 10 LLP 12 LLP 13 LLP 12 LLP 14 LLP 12LLP 16 LLP 14 LLP 14 DW 6 LLP 14 LLP 14 LLP 12 LLP 16 LLP 14 LLP 16 LLP 14 LLP 18 LLP 12 CED 12 LLP 12 LLP 16 OAK 4 LLP 12 OAK 6 LLP 12 LLP 8 LLP 16 LLP 18 LLP 10 LLP 8LLP 14 LLP 8 LLP 14 LLP 12 LLP 12 LLP 12 LLP 12 LLP 8 LLP 12 LLP 8 LLP 20 LLP 12LLP 12 LLP 14 LLP 12 LLP 12 LLP 16 LLP 12 LLP 16 LLP 16 XXXXXXXXXXXXXXXX F F SWALE #1 SWALE #2 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W F F F F F F F F F F F F F F F F F F F F F F F F 30 ' 35' 25'R 25'R 25'R 265'R 300'R 335'R300'R 25'R 10'R 25'R CO L O N I A L M A T E R I A L S NE W H A N O V E R C O U N T Y NO R T H C A R O L I N A 22319.PE OL D M B C O F F I C E , L L C 14 0 4 C O M M O N W E A L T H D R I V E , S U I T E 2 5 0 WI L M I N G T O N , N C 2 8 4 0 3 DA T E : SC A L E : DE S I G N E D : DR A W N : CH E C K E D : PEI JOB#: CO N C E P T U A L L A Y O U T : PR E L I M I N A R Y L A Y O U T : FI N A L D E S I G N : RE L E A S E D F O R C O N S T : PR O J E C T S T A T U S RE V I S I O N S : DR A W I N G I N F O R M A T I O N SEAL CL I E N T I N F O R M A T I O N : 12 2 C i n e m a D r i v e Wi l m i n g t o n , N o r t h C a r o l i n a 2 8 4 0 3 (9 1 0 ) 7 9 1 - 6 7 0 7 ( O ) ( 9 1 0 ) 7 9 1 - 6 7 6 0 ( F ) NC L i c e n s e # : C - 2 8 4 6 FI N A L D E S I G N - N O T R E L E A S E D F O R C O N S T R U C T I O N N O R T H CAROLIN A PR O F E SSION ENGIN E E R SEAL A L 0 3 1 5 9 1 R O BERT P. B A L L A N D 06/29/2023 SITE VICINITY MAP SCALE: 1" = 1,000' SITE DATA TABULATION PROJECT ADDRESS:3651 US-421 3701 US-421 WILMINGTON, NC 28401 PARCEL ID: R03200-001-011-000 R03200-001-026-000 R03200-001-012-000 PROPERTY OWNER:OLD MBC OFFICE, LLC 1404 COMMONWEALTH DRIVE SUITE 250 WILMINGTON, NC 28403 CURRENT ZONING:I-2 (REGIONAL BUSINESS) TOTAL SITE AREA:±15.28 ACRES OR 665,601 SF PROPOSED USE:WAREHOUSING FLOOD INFORMATION:THIS SITE IS NOT LOCATED IN A SPECIAL FLOOD HAZARD AREA AS DETERMINED BY FEMA FLOOD PANELS 3720311900K AND 3720310900L, DATED AUGUST 28, 2018 BUILDING DATA NUMBER OF BUILDINGS:1 MAXIMUM ALLOWABLE BUILDING HEIGHT: N/A PROPOSED BUILDING HEIGHT:30' NUMBER OF STORIES:1 STORY TOTAL BUILDING AREA (FOOTPRINT):32,990 SQ. FT. BUILDING LOT COVERAGE:32,990\665,601 SQ. FT. (5.0%) DIMENSIONAL REQUIREMENTS - I-2 SETBACKS REQUIRED PROVIDED FRONT 50 FT 635+ FT SIDE (ADJ. INDUSTRIAL)N/A 76+ FT REAR (ADJ. RAIL)N/A 71+ FT PARKING STANDARDS - WAREHOUSING STANDARD:1.5 SPACES PER 1,000 SF REQUIRED:49 SPACES PROVIDED:25 SPACES *REQUIRED PARKING REDUCED IN ACCORDANCE WITH SECTION 5.1.3 OF THE UDO. IMPERVIOUS AREA EXISTING IMPERVIOUS:29,275 SF EXISTING IMPERVIOUS TO REMAIN:29,275 SF PROPOSED IMPERVIOUS AREA BUILDINGS 32,990 SF PARKING 114,280 SF STREETS 32,185 SF SIDEWALKS 1,150 SF FUTURE 4,395 SF TOTAL PROPOSED IMP. AREA 185,000 SF DISTURBED AREA: 8.72 ac GENERAL NOTES: 1.ALL EXTERIOR SIGNS TO BE PERMITTED SEPARATELY AND SHALL COMPLY WITH SECTION 5.6 AND 3.5.3 OF THE UDO. 2.NO CONSERVATION AREAS EXIST ON THE SITE. 3.WETLANDS ARE CURRENTLY BEING EVALUATED BY THE DAVEY GROUP AT THIS TIME. 4.TRIP GENERATION IS LESS THAN 100 PEAK HOUR TRIPS. A TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. WASTE DISPOSAL WASTE DISPOSAL WILL BE PROVIDED WITH A CENTRAL DUMPSTER LOCATION. THIS LOCATION HAS BEEN NOTED ON THE PLAN. MATCHLINE - SEE SHEET C-2.1 0 15 30 60 120 SCALE: 1"=30' GRAPHIC SCALE N A D 8 3 ( 2 0 1 1 ) SI T E P L A N C-2.2 05 / 3 1 / 2 3 1" = 3 0 ' RP B RP B RP B U.S. HWY. 421 150' PUBLIC R/W 55 MPH KEY NOTES: 1 24" CURB & GUTTER (TYPICAL) 2 PROPOSED ACCESSIBLE PARKING SIGN (TYPICAL) 4 ROLL UP DOOR ACCESS (TYPICAL) 3 PROPOSED ACCESSIBLE SPACE WITH AISLE (TYPICAL) 5 ROLL OFF DUMPSTER 6 WHEEL STOP (TYPICAL) 7 6' CHAINLINK SECURITY FENCE WITH GREEN SLATS 8 5' CONCRETE SIDEWALK (TYPICAL) 50' ACCESS EASEMENT PROPOSED RIGHT TURN LANE 10' x 70' SIGHT TRIANGLE STOP SIGN (R1-1) 610' AASHTO SIGHT DISTANCE (B1) 530' AASHTO SIGHT DISTANCE (B2) FUTURE RE-DEVELOPMENT PARCEL LOT 3R ±5.16 ACRES ROYMAC INDUSTRIAL PARK ROYM A C D R SUTT O N L A K E R D F R E D R I C K S O N R D SUTT O N L A K E R D FIRE STATION 421 140 U S H I G H W A Y 4 2 1 ROYMAC INDUSTRIAL PARK ROYM A C D R SUTT O N L A K E R D F R E D R I C K S O N R D SUTT O N L A K E R D FIRE STATION 421 140 U S H I G H W A Y 4 2 1 PARID: R03200-001-030-000 EXISTING BUILDING EXISTING PAVED PARKING EXISTING PAVED PARKING X X X PARID: R03200-001-030-000 EXISTING BUILDING EXISTING PAVED PARKING EXISTING PAVED PARKING X X X XX U.S. HIGHWAY 421 150' PUBLIC R/W PARID: R03200-002-001-003 X X X X X X X X O H E O H E O H E O H E O H E PARID: R03200-002-001-003 X X X X X X X X O H E O H E O H E O H E O H E X X X XXXXXXXX X X X X X X X X X X 101 102 103 104 106 108 109 110 112 113 114 115 116 117 118 119 120 121 123 122 124 126 129 130131 134133 132 136 135 125 128 127 111 107 105 VITREOUS CHINALAVATORYCAXTONK-2212 VITREOUS CHINALAVATORYCAXTONK-2212 R E P A I R A R E A PARID: R03200-002-001-003 X X X X X X X X O H E O H E O H E O H E O H E PARID: R03200-002-001-003 X X X X X X X X O H E O H E O H E O H E O H E X X X XXXXXXXX X X X X X X X X X X 101 102 103 104 106 108 109 110 112 113 114 115 116 117 118 119 120 121 123 122 124 126 129 130131 134133 132 136 135 125 128 127 111 107 105 VITREOUS CHINALAVATORYCAXTONK-2212 VITREOUS CHINALAVATORYCAXTONK-2212 R E P A I R A R E A PARID: R03200-001-030-000 EXISTING BUILDING EXISTING PAVED PARKING EXISTING PAVED PARKING X X X PARID: R03200-001-030-000 EXISTING BUILDING EXISTING PAVED PARKING EXISTING PAVED PARKING X X X XX U.S. HIGHWAY 421 150' PUBLIC R/W CO L O N I A L M A T E R I A L S NE W H A N O V E R C O U N T Y NO R T H C A R O L I N A 22319.PE OL D M B C O F F I C E , L L C 14 0 4 C O M M O N W E A L T H D R I V E , S U I T E 2 5 0 WI L M I N G T O N , N C 2 8 4 0 3 DA T E : SC A L E : DE S I G N E D : DR A W N : CH E C K E D : PEI JOB#: CO N C E P T U A L L A Y O U T : PR E L I M I N A R Y L A Y O U T : FI N A L D E S I G N : RE L E A S E D F O R C O N S T : PR O J E C T S T A T U S RE V I S I O N S : DR A W I N G I N F O R M A T I O N SEAL CL I E N T I N F O R M A T I O N : 12 2 C i n e m a D r i v e Wi l m i n g t o n , N o r t h C a r o l i n a 2 8 4 0 3 (9 1 0 ) 7 9 1 - 6 7 0 7 ( O ) ( 9 1 0 ) 7 9 1 - 6 7 6 0 ( F ) NC L i c e n s e # : C - 2 8 4 6 FI N A L D E S I G N - N O T R E L E A S E D F O R C O N S T R U C T I O N N O R T H CAROLIN A PR O F E SSION ENGIN E E R SEAL A L 0 3 1 5 9 1 R O BERT P. B A L L A N D 06/29/2023 SITE VICINITY MAP SCALE: 1" = 1,000' SITE DATA TABULATION PROJECT ADDRESS:3651 US-421 3701 US-421 WILMINGTON, NC 28401 PARCEL ID: R03200-001-011-000 R03200-001-026-000 R03200-001-012-000 PROPERTY OWNER:OLD MBC OFFICE, LLC 1404 COMMONWEALTH DRIVE SUITE 250 WILMINGTON, NC 28403 CURRENT ZONING:I-2 (REGIONAL BUSINESS) TOTAL SITE AREA:±15.28 ACRES OR 665,601 SF PROPOSED USE:WAREHOUSING FLOOD INFORMATION:THIS SITE IS NOT LOCATED IN A SPECIAL FLOOD HAZARD AREA AS DETERMINED BY FEMA FLOOD PANELS 3720311900K AND 3720310900L, DATED AUGUST 28, 2018 BUILDING DATA NUMBER OF BUILDINGS:1 MAXIMUM ALLOWABLE BUILDING HEIGHT: N/A PROPOSED BUILDING HEIGHT:30' NUMBER OF STORIES:1 STORY TOTAL BUILDING AREA (FOOTPRINT):32,990 SQ. FT. BUILDING LOT COVERAGE:32,990\665,601 SQ. FT. (5.0%) DIMENSIONAL REQUIREMENTS - I-2 SETBACKS REQUIRED PROVIDED FRONT 50 FT 635+ FT SIDE (ADJ. INDUSTRIAL)N/A 76+ FT REAR (ADJ. RAIL)N/A 71+ FT PARKING STANDARDS - WAREHOUSING STANDARD:1.5 SPACES PER 1,000 SF REQUIRED:49 SPACES PROVIDED:25 SPACES *REQUIRED PARKING REDUCED IN ACCORDANCE WITH SECTION 5.1.3 OF THE UDO. IMPERVIOUS AREA EXISTING IMPERVIOUS:29,275 SF EXISTING IMPERVIOUS TO REMAIN:29,275 SF PROPOSED IMPERVIOUS AREA BUILDINGS 32,990 SF PARKING 114,280 SF STREETS 32,185 SF SIDEWALKS 1,150 SF FUTURE 4,395 SF TOTAL PROPOSED IMP. AREA 185,000 SF DISTURBED AREA: 8.72 ac GENERAL NOTES: 1.ALL EXTERIOR SIGNS TO BE PERMITTED SEPARATELY AND SHALL COMPLY WITH SECTION 5.6 AND 3.5.3 OF THE UDO. 2.NO CONSERVATION AREAS EXIST ON THE SITE. 3.WETLANDS ARE CURRENTLY BEING EVALUATED BY THE DAVEY GROUP AT THIS TIME. 4.TRIP GENERATION IS LESS THAN 100 PEAK HOUR TRIPS. A TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. WASTE DISPOSAL WASTE DISPOSAL WILL BE PROVIDED WITH A CENTRAL DUMPSTER LOCATION. THIS LOCATION HAS BEEN NOTED ON THE PLAN. 0 15 30 60 120 SCALE: 1"=30' GRAPHIC SCALE N A D 8 3 ( 2 0 1 1 ) TR U C K T U R N I N G M O V E M E N T S C-2.3 06 / 2 9 / 2 3 1" = 6 0 ' RP B RP B RP B INGRESS SCALE: 1" = 60' EGRESS SCALE: 1" = 60' INTERIOR MOVEMENT - A SCALE: 1" = 60' INTERIOR MOVEMENT - B SCALE: 1" = 60' PROPOSED COLONIAL MATERIAL 32,990 SF PROPOSED COLONIAL MATERIAL 32,990 SF ASPHALT LAYDOWN YARD ASPHALT LAYDOWN YARD ROYMAC INDUSTRIAL PARK ROYM A C D R SUTT O N L A K E R D F R E D R I C K S O N R D SUTT O N L A K E R D FIRE STATION 421 140 U S H I G H W A Y 4 2 1 ROYMAC INDUSTRIAL PARK ROYM A C D R SUTT O N L A K E R D F R E D R I C K S O N R D SUTT O N L A K E R D FIRE STATION 421 140 U S H I G H W A Y 4 2 1 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G OH E OH E OHE EXISTING BUILDING EXISTING PAVED PARKING 24 " R C P IN V E R T : 1 1 . 4 3 24 " R C P IN V E R T : BU R I E D - I N A C C E S S I B L E 24 " R C P IN V E R T : 1 2 . 0 0 24 " R C P IN V E R T : 1 0 . 8 0 W W W EXISTING PAVED PARKING X X X X X X X X TV TV 24" RCPINVERT: 12.6324" RCP INVERT: 12.8924" RCP INVERT: 13.53 24" RCP INVERT: 13.9024" RCP INVERT: 14.29 24" RCP INVERT: 14.36 LLP 16 OAK 15 OAK 15 LLP 18 LLP 12 OAK 8 LLP 12 LLP 12LLP 12OAK 8 LLP 12 CED 12 LLP 16 MAG 7 OAK 8 OAK 8 LLP 12 LLP 15 LLP 12 CHR 4 LLP 12 LLP 12 OAK 8 LLP 12 LLP 12 LLP 12 LLP 12 LLP 16 MAG 4 LLP 17 LLP 16 OAK 8LLP 12 LLP 14 LLP 14 MAG 6 LLP 12 LLP 12 LLP 12 LLP 12 LLP 12 LLP 16 LLP 16 LLP 12 LLP 12 LLP 12 LLP 12 LLP 12 LLP 15LLP 12 LLP 12 LLP 12 LLP 12LLP 12LLP 14 LLP 12LLP 12LLP 12 LLP 12 LLP 15 LLP 12 LLP 12 LLP 15 LLP 13 LLP 12 LLP 13 LLP 13 LLP 12 LLP 12 OAK 8 LLP 12 LLP 12LLP 12 LLP 14 LLP 12 LLP 12 LLP 12 LLP 13 LLP 14LLP 12 LLP 12 LLP 12 LLP 14 LLP 12OAK 12 LLP 12 LLP 12 LLP 12 OAK 10 LLP 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1 3 13 13 13 13 13 13 13 13 13 12 12 12 12 12 12 12 12 12 12 12 12 12 121 2 12 12 12 12 12 12 12 1 2 12 1 2 12 12 12 1 2 12 12 12 1 2 1 2 1 2 12 12 12 1 2 12 12 12 12 12 1 2 1 2 1 2 12 12 12 12 12 12 12 11 11 11 1 1 1 1 1 1 11 11 11 11 11 1111 11 11 11 11 11 11 10 10 1010 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G OH E OH E OHE EXISTING BUILDING EXISTING PAVED PARKING 24 " R C P IN V E R T : 1 1 . 4 3 24 " R C P IN V E R T : BU R I E D - I N A C C E S S I B L E 24 " R C P IN V E R T : 1 2 . 0 0 24 " R C P IN V E R T : 1 0 . 8 0 W W W EXISTING PAVED PARKING X X X X X X X X TV TV 24" RCPINVERT: 12.6324" RCP INVERT: 12.8924" RCP INVERT: 13.53 24" RCP INVERT: 13.9024" RCP INVERT: 14.29 24" RCP INVERT: 14.36 LLP 16 OAK 15 OAK 15 LLP 18 LLP 12 OAK 8 LLP 12 LLP 12LLP 12OAK 8 LLP 12 CED 12 LLP 16 MAG 7 OAK 8 OAK 8 LLP 12 LLP 15 LLP 12 CHR 4 LLP 12 LLP 12 OAK 8 LLP 12 LLP 12 LLP 12 LLP 12 LLP 16 MAG 4 LLP 17 LLP 16 OAK 8LLP 12 LLP 14 LLP 14 MAG 6 LLP 12 LLP 12 LLP 12 LLP 12 LLP 12 LLP 16 LLP 16 LLP 12 LLP 12 LLP 12 LLP 12 LLP 12 LLP 15LLP 12 LLP 12 LLP 12 LLP 12LLP 12LLP 14 LLP 12LLP 12LLP 12 LLP 12 LLP 15 LLP 12 LLP 12 LLP 15 LLP 13 LLP 12 LLP 13 LLP 13 LLP 12 LLP 12 OAK 8 LLP 12 LLP 12LLP 12 LLP 14 LLP 12 LLP 12 LLP 12 LLP 13 LLP 14LLP 12 LLP 12 LLP 12 LLP 14 LLP 12OAK 12 LLP 12 LLP 12 LLP 12 OAK 10 LLP 12 LLP 13 LLP 12 LLP 14 LLP 12OAK 6 OAK 6 OAK 8 LLP 12 LLP 12 LLP 12 OAK 8 LLP 12 LLP 12 LLP 12 OAK 8 LLP 12 LLP 12 LLP 12LLP 16 LLP 14 LLP 14 DW 6 LLP 14 LLP 14 LLP 12 LLP 16 LLP 14 LLP 16 LLP 14 LLP 18 LLP 12 CED 12 LLP 12 LLP 16 OAK 4 LLP 12LLP 18 OAK 6 LLP 12 LLP 8 LLP 14 LLP 8 LLP 12 OAK 6 OAK 6 OAK 12 LLP 8 OAK 8 LLP 8 LLP 12 OAK 6 LLP 12 LLP 8 LLP 16 LLP 18 LLP 8 LLP 18 LLP 12 LLP 8 LLP 14 LLP 12 LLP 14 LLP 14 LLP 14 LLP 8 LLP 14 LLP 8 LLP 10 LLP 8LLP 14 LLP 8 LLP 14 LLP 12 LLP 12 LLP 12 LLP 12 LLP 8 LLP 12 LLP 8 LLP 16 LLP 8 LLP 20 LLP 8 LLP 12LLP 12 LLP 8 LLP 14 LLP 12LLP 12 LLP 12LLP 16 LLP 12 LLP 12 LLP 12 LLP 14 OAK 6LLP 12 LLP 12 OAK 8 LLP 16 LP 24 LLP 12 LLP 12 LLP 8 LLP 8 LLP 8 LLP 12 LLP 12LLP 12 LLP 12 LLP 16 OAK 8 OAK 10 LO 10 OAK 8 LLP 8 LLP 16 LLP 8 LLP 12 LLP 8LLP 8 OAK 6 CED 10 LLP 8 LLP 12 LLP 8 LLP 16 LLP 12 LLP 14 LLP 12 LLP 8 LLP 16 LLP 8 LLP 8 LLP 12 LLP 8 LLP 8 LLP 8 LLP 8LLP 8LLP 8 LLP 8LLP 16 LLP 16 LLP 12 LLP 12 LLP 12 LLP 14 LLP 18 LLP 14 LLP 18 LLP 18 LLP 12 LLP 18 LLP 16 LLP 12 OAK 6LLP 12 OAK 6OAK 6 LLP 8 LLP 12 LLP 12 LLP 12 LLP 18 LLP 18 LLP 12 LLP 12 LLP 12 LLP 12 LLP 14 LLP 8 LLP 14 LLP 14 LLP 8 LLP 12 LLP 8 LLP 8 LLP 16 LLP 16 LLP 12 LLP 12 LLP 16LLP 8 LLP 14 LLP 18 LLP 8 LLP 8 LLP 16 LLP 16 LLP 16 LLP 12 LLP 14 LLP 14 LLP 8 O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E 25 25 24 24 232323 23 22 22222222 21 21 21 21 21 21 20 202020 2020 20 20 1 9 1 9 19 19 19 1 9 19 19 19 19 19 19 19 19 1 9 19 19 19 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 1 8 1 8 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 17 17 17 17 17 17 17 17 17 17 17 17 17 1 7 1 7 17 17 17 17 17 17 17 17 17 17 17 17 17 17 1 7 17 17 17 1 7 1 7 17 17 1 7 17 17 17 17 17 17 17 17 17 17 17 17 17 16 16 16 16 16 16 16 16 16 16 16 1 6 16 16 16 16 16 1 6 16 16 16 16 16 16 16 16 16 16 16 16 1 6 16 16 16 16 16 1616 16 16 16 16 16 16 16 16 16 16 16 1 5 15 15 1 5 15 15 15 1 5 15 1 5 15 15 15 15 15 15 15 15 15 1515 15 1 5 15 15 15 15 15 15 15 15 15 1 5 15 1 5 151515 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 1 5 15 15 15 15 14 14 14 14 14 14 14 1 4 14 14 14 14 14 14 14 14 14 14 14 14 14 1414 14 14 14 14 1 4 1 4 14 14 14 1 4 14 1 4 14 14 14 14 14 14 14 14 14141414 1414 14 13 13 13 13 13 13 13 1 3 13 13 13 13 13 13 13 13 13 1 3 1 3 13 13 13 13 13 13 1313 13 13 13 13 13 13 1 3 13 13 13 13 13 13 13 13 1 3 13 13 13 13 13 13 13 13 13 12 12 12 12 12 12 12 12 12 12 12 12 12 121 2 12 12 12 12 12 12 12 1 2 12 1 2 12 12 12 1 2 12 12 12 1 2 1 2 1 2 12 12 12 1 2 12 12 12 12 12 1 2 1 2 1 2 12 12 12 12 12 12 12 11 11 11 1 1 1 1 1 1 11 11 11 11 11 1111 11 11 11 11 11 11 10 10 1010 SU T T O N L A K E R O A D 60 ' P U B L I C R / W 0.75 EC DA-1 A=1.83 AC EC DA-2 A=1.96 AC EC DA-3 A=1.68 AC EC DA-5 A=0.17 AC EC DA-6 A=0.71 AC EC DA-7 A=0.62 AC EC DA-4 A=1.48 AC 11 12 13 14 15 SED I M E N T TRA P # 1 TP TP TP TPTPTP TP TP T PTP TP TP TP TP TPTP EC DA-8 A=0.27 AC EP16.69 EP17.95 (EP17.45) (EP16.35)EP17.26 EP16.97 EP16.84 EP16.17 EP16.13 EP16.53 EP16.38 EP16.50 EP16.51 EP16.54EP16.53 (EP16.60) (EP16.62)(EP16.63)(EP16.66)(EP16.70) (EP15.19)(EP15.04) (EP16.81)(EP16.86)(EP17.02)(EP17.15)(EP17.44)(EP17.30) EP17.96 (EP16.79) (EP16.60) (EP16.78)(EP16.76)(EP16.86)(EP16.96)(EP17.01) (EP17.03) (EP17.16)(EP17.11) (EP16.77) (EP17.20) (EP17.31)(EP17.45)(EP17.59)(EP17.70)(EP17.86)(EP18.03) (EP17.69)(EP17.61)(EP17.57) (EP16.71)(EP17.92) 16 17 16 14 15 16 17 1615 14 15 16 17LODLODLODLODLODLODLOD LO D LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LODLODLODLODLODLOD LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D L O D L O D L O D L O D L O D L O D L O D L O D LOD LOD LOD L O D L O D L O D L O D L O D L O D LOD LOD LOD LOD LO D LO D LO D LO D LO D LOD LOD LOD LOD L O D LODLODLODLODLODLODLODLOD LO D LO D LO D LO D LO D LO D L O D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLO D LODLODLODLODLODLODLODLODLODLODLOD EP17.66 EP17.89 EP17.12 U.S. HIGHWAY 421 150' PUBLIC R/W CO L O N I A L M A T E R I A L S NE W H A N O V E R C O U N T Y NO R T H C A R O L I N A 22319.PE OL D M B C O F F I C E , L L C 14 0 4 C O M M O N W E A L T H D R I V E , S U I T E 2 5 0 WI L M I N G T O N , N C 2 8 4 0 3 DA T E : SC A L E : DE S I G N E D : DR A W N : CH E C K E D : PEI JOB#: CO N C E P T U A L L A Y O U T : PR E L I M I N A R Y L A Y O U T : FI N A L D E S I G N : RE L E A S E D F O R C O N S T : PR O J E C T S T A T U S RE V I S I O N S : DR A W I N G I N F O R M A T I O N SEAL CL I E N T I N F O R M A T I O N : 12 2 C i n e m a D r i v e Wi l m i n g t o n , N o r t h C a r o l i n a 2 8 4 0 3 (9 1 0 ) 7 9 1 - 6 7 0 7 ( O ) ( 9 1 0 ) 7 9 1 - 6 7 6 0 ( F ) NC L i c e n s e # : C - 2 8 4 6 FI N A L D E S I G N - N O T R E L E A S E D F O R C O N S T R U C T I O N N O R T H CAROLIN A PR O FESSION ENGIN E E R SEAL A L 0 3 1 5 9 1 R O BERT P. B A L L A ND 06/29/2023 SITE VICINITY MAP SCALE: 1" = 1,000' 0 30 60 120 240 SCALE: 1"=60' GRAPHIC SCALE N A D 8 3 ( 2 0 1 1 ) PH A S E I E R O S I O N C O N T R O L P L A N C-3.0 06 / 2 9 / 2 0 2 3 1" = 6 0 ' RP B RP B RP B TEMPORARY CONSTRUCTION ENTRANCE. SEE DETAIL. PROPOSED SILT FENCE ALONG LOD LINE, TYP. (SEE DETAIL). ASPHALT AREA NOTE: 1.SITE CONTRACTOR SHALL STRIP TOPSOIL AND ANY UNSUITALBE MATERIAL AND PROVIDE CUT/FILL OPERATIONS TO PROVIDE A COMPACTED CONTROLLED SUBGRADE, IN ACCORDANCE WITH THE SUBSURFACE GEOTECHNICAL EXPLORATION AND/OR THE TECHNICAL SPECIFICATIONS. PHASE I EROSION CONTROL NOTES: 1.SITE CONTRACTOR TO FOLLOW TYPICAL SEQUENCE OF EROSION CONTROL MEASURES ON GENERAL NOTES, SHEET C-1.0 AND C-1.1. 2.THE WET DETENTION BASIN WILL BE USED AS SEDIMENT STORAGE DEVICES WITH DIVERSION DITCHES CARRYING THE MAJORITY OF CLEARING DRAINAGE TO THE SEDIMENT BASIN. AS PHASE 2 IS CONSTRUCTED, STORM DRAIN AND GRADING WILL REDIRECT DRAINAGE AS NECESSARY. SILT FENCE SHALL REMAIN IN-PLACE DURING PHASE I AND II CONSTRUCTION ACTIVITIES. 3.PHASE II EROSION CONTROL CAN BE FOUND ON THE FINAL GRADING AND DRAINAGE SHEETS, C-3.1. EROSION CONTROL LEGEND: TREE REMOVAL INLET PROTECTION GRAVEL ENTRANCE RIP-RAP TP TP TREE PROTECTION FENCING LIMITS OF DISTURBANCE SILT FENCE TREE PROTECTION FENCING LOD LOD PROPOSED CONTOURS20 EXISTING CONTOURS20 TOTAL LOD = 8.72 ACRES SILT FENCE OUTLET. SEE DETAIL PROPOSED CULVERT TO BE INSTALLED PRIOR TO INSTALLING TEMPORARY CONSTRUCTION ENTRANCE SILT FENCE OUTLET TEMPORARY SEDIMENT TRAP #1 SPILLWAY = 14.50 TOP = 15.00 TEMPORARY SILT FENCE SEE DETAIL PROPOSED SILT FENCE ALONG LOD LINE, TYP. (SEE DETAIL). PROPOSED SILT FENCE ALONG LOD LINE, TYP. (SEE DETAIL). PROPOSED 64LF - 24" CL.IV RCP STORM CULVERT INV.UP=14.01 INV.DN.=13.37 RIPRAP SPILLWAY SEE DETAIL PROPOSED SILT FENCE, TYP. (SEE DETAIL) PROPOSED INFILTRATION BASIN (SEE DETAILS) PROPOSED TREE PROTECTION FENCING, TYP. SEE DETAIL PROPOSED TREE PROTECTION FENCING, TYP. SEE DETAIL SILT FENCE OUTLET. SEE DETAIL PROPOSED EMERGENCY SPILLWAY (SEE DETAILS) PROPOSED 10' MAINTENANCE SHELF (SEE DETAILS) PROPOSED RIPRAP PLUNGE POOL, BOT. EL.=7.00 ROCK PIPE INLET PROTECTION. SEE DETAIL. ROYMAC INDUSTRIAL PARK ROYM A C D R SUTT O N L A K E R D F R E D R I C K S O N R D SUTT O N L A K E R D FIRE STATION 421 140 U S H I G H W A Y 4 2 1 ROYMAC INDUSTRIAL PARK ROYM A C D R SUTT O N L A K E R D F R E D R I C K S O N R D SUTT O N L A K E R D FIRE STATION 421 140 U S H I G H W A Y 4 2 1 U G U G U G U G U G U G U G U G U G U G U G X X X X X X X X X X X X X X X X OAK 8 LLP 12 LLP 14LLP 12 LLP 12 LLP 12 LLP 14 LLP 12OAK 12 LLP 12 LLP 12 LLP 12 OAK 10 LLP 12 LLP 13 LLP 12 LLP 14 LLP 12OAK 6 OAK 6 OAK 8 LLP 12 LLP 12 LLP 12 OAK 8 LLP 12 LLP 12 LLP 12 OAK 8 LLP 12 LLP 12 LLP 12 CED 12 LLP 12 LLP 16 OAK 4 LLP 12LLP 18 OAK 6 LLP 12 LLP 8 LLP 14 LLP 8 LLP 12 OAK 6 OAK 6 OAK 12 LLP 8 OAK 8 LLP 8 LLP 12 OAK 6 LLP 12 LLP 8 LLP 16 LLP 18 LLP 8 LLP 18 LLP 12 LLP 10 LLP 8LLP 14 LLP 16 LLP 16 O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E 25 25 24 24 232323 23 22 22222222 21 21 21 21 21 21 202020 2020 20 20 1 9 19 19 1 9 19 19 19 19 19 1 9 19 19 19 18 18 18 1 8 18 18 18 18 18 1 8 1 8 1 8 18 18 18 18 18 18 18 18 18 18 18 17 17 17 17 17 17 17 1 7 17 17 17 1 7 17 17 17 1 7 1 7 17 17 1 7 17 17 17 17 17 16 16 16 16 1 6 16 16 16 16 1 6 1 6 16 16 1 6 1 6 16 16 16 16 16 16 16 1 6 16 16 15 15 1 5 15 1 5 15 15 15 1515 15 1 5 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 1 5 15 15 15 15 1 5 15 15 15 14 1 4 14 14 14 14 1 4 14 14 14 14 14 14 1 4 1 4 14 14 14 14 13 1 3 1 3 13 1 3 13 13 13 13 13 13 13 1 3 13 12 1 2 12 12 12 12 12 1 2 12 1 2 12 12 12 1 2 12 12 12 1 2 12 12 11 11 11 11 10 10 U G U G U G U G U G U G U G U G U G U G U G X X X X X X X X X X X X X X X X OAK 8 LLP 12 LLP 14LLP 12 LLP 12 LLP 12 LLP 14 LLP 12OAK 12 LLP 12 LLP 12 LLP 12 OAK 10 LLP 12 LLP 13 LLP 12 LLP 14 LLP 12OAK 6 OAK 6 OAK 8 LLP 12 LLP 12 LLP 12 OAK 8 LLP 12 LLP 12 LLP 12 OAK 8 LLP 12 LLP 12 LLP 12 CED 12 LLP 12 LLP 16 OAK 4 LLP 12LLP 18 OAK 6 LLP 12 LLP 8 LLP 14 LLP 8 LLP 12 OAK 6 OAK 6 OAK 12 LLP 8 OAK 8 LLP 8 LLP 12 OAK 6 LLP 12 LLP 8 LLP 16 LLP 18 LLP 8 LLP 18 LLP 12 LLP 10 LLP 8LLP 14 LLP 16 LLP 16 O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E 25 25 24 24 232323 23 22 22222222 21 21 21 21 21 21 202020 2020 20 20 1 9 19 19 1 9 19 19 19 19 19 1 9 19 19 19 18 18 18 1 8 18 18 18 18 18 1 8 1 8 1 8 18 18 18 18 18 18 18 18 18 18 18 17 17 17 17 17 17 17 1 7 17 17 17 1 7 17 17 17 1 7 1 7 17 17 1 7 17 17 17 17 17 16 16 16 16 1 6 16 16 16 16 1 6 1 6 16 16 1 6 1 6 16 16 16 16 16 16 16 1 6 16 16 15 15 1 5 15 1 5 15 15 15 1515 15 1 5 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 1 5 15 15 15 15 1 5 15 15 15 14 1 4 14 14 14 14 1 4 14 14 14 14 14 14 1 4 1 4 14 14 14 14 13 1 3 1 3 13 1 3 13 13 13 13 13 13 13 1 3 13 12 1 2 12 12 12 12 12 1 2 12 1 2 12 12 12 1 2 12 12 12 1 2 12 12 11 11 11 11 10 10 X X X X X X X XXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X F F F PG16.75 INV10.95 INV12.70 INV14.00 PG16.13 PG15.75 PG15.70 PG16.60 PG16.50 PG15.50 PG16.60 EP16.50 PG16.70 PG16.71 PG16.00 PG16.65 EP16.20 EP16.70 PG17.00 PG16.40 PG16.65 PG16.25 PG16.65 PG15.50 PG15.70 PG16.80 PG16.35 PG16.00 EP16.63 EP16.75 EP16.62 EP16.95 EP16.80 EP16.71 EP16.85 EP15.70 EP16.82 EP16.78 EP16.72 EP16.48 EP16.62 EP16.54 EP17.00 EP16.74 EP16.57 EP16.95 EP16.80 EP16.50 EP16.70 PG16.31 EP16.70 EP16.80 EP16.34 EP16.80 EP16.00 PG16.20 EP16.24 EP16.04 EP16.70 EP16.80 PG16.70 PG16.10 EP16.60 EP16.85 EP16.42 PG16.80 PG16.80 EP16.85 EP16.60 EP16.10 EP16.65 EP16.80 EP16.80 EP16.50 EP17.00 EP15.70 EP15.85 PG15.50 EP15.12 PG16.90 PG15.80 PG16.20 PG16.90 EP16.24 INV13.00 PG15.07 PG15.80 PG15.00 PG15.80 EP15.99 EP17.25 EP17.58 EP17.25 PG16.82 PG17.17 EP17.30 PG16.32 PG16.75 INV10.95 INV12.70 INV14.00 PG16.13 PG15.75 PG15.70 PG16.60 PG16.50 PG15.50 PG16.60 EP16.50 PG16.70 PG16.71 PG16.00 PG16.65 EP16.20 EP16.70 PG17.00 PG16.40 PG16.65 PG16.25 PG16.65 PG15.50 PG15.70 PG16.80 PG16.35 PG16.00 EP16.63 EP16.75 EP16.62 EP16.95 EP16.80 EP16.71 EP16.85 EP15.70 EP16.82 EP16.78 EP16.72 EP16.48 EP16.62 EP16.54 EP17.00 EP16.74 EP16.57 EP16.95 EP16.80 EP16.50 EP16.70 PG16.31 EP16.70 EP16.80 EP16.34 EP16.80 EP16.00 PG16.20 EP16.24 EP16.04 EP16.70 EP16.80 PG16.70 PG16.10 EP16.60 EP16.85 EP16.42 PG16.80 PG16.80 EP16.85 EP16.60 EP16.10 EP16.65 EP16.80 EP16.80 EP16.50 EP17.00 EP15.70 EP15.85 PG15.50 EP15.12 PG16.90 PG15.80 PG16.20 PG16.90 EP16.24 INV13.00 PG15.07 PG15.80 PG15.00 PG15.80 EP15.99 EP17.25 EP17.58 EP17.25 PG16.82 PG17.17 EP17.30 PG16.32 F F F F F F F F F F F F F F F F F F F TP T P TP T P TP T P TP T P TP T P TP TP TP TP TP T P TPTPTP TP TP TP TP TP TPTPTP TP T P T P TP TP TP TP TP 16 17 17 16 18 17 16 17 15 16 1 6 16 17 16 15 14 13 13141516 12 13 14 1 2 1 2 1 3 1 3 1 3 1 3 15 16 19 18 17 16 16 16 16 1616 17 18 1313 1514 19 16 16 16 16 1 6 17 17 17 1817161514 14 15 16 18 17 PG16.75 INV10.95 INV13.95 PG16.13 PG15.75 PG15.70 PG16.60 PG16.50 PG15.50 PG16.60 EP16.50 PG16.70 PG16.71 PG16.00 PG16.65 EP16.20 EP16.70 PG17.00 PG16.40 PG16.65 PG16.25 PG16.65 PG15.50 PG15.70 PG16.80 PG16.35 PG16.00 EP16.63EP16.75 EP16.62 EP16.95 EP16.80 EP16.71 EP16.85 EP15.70 EP16.65 EP16.82 EP16.82 EP16.78 EP16.72 EP16.48 EP16.62 EP16.54 EP17.00 EP16.74 EP16.57 EP16.95 EP16.80 EP16.50 EP16.70 PG16.31 EP16.70 EP16.80 EP16.34 EP16.80 EP16.00 PG16.20 EP16.24 EP16.04 EP16.70 EP16.80 PG16.70 PG16.10 EP16.60 EP16.85 EP16.42 PG16.80 PG16.80 EP16.85 EP16.60 EP16.10 EP16.65 EP16.80 EP16.80 EP16.50 EP17.00 EP15.70 EP15.85 PG15.50 EP15.12 PG16.90 PG15.80 PG16.20PG16.90 EP16.24 PG15.07 PG15.00 PG15.80 EP15.99 EP17.28 EP17.58 EP17.28PG16.82 PG17.17 EP17.30 PG16.32 16 14 14151717 17 16 15 14 15 16 PERMANENT CULVERT CROSSING #1 \ (BYPASS CULVERT) [64 LF] (2) 24" RCP CL III (W/ FES) [3.6" FILL AT BOTTOM] SWALE INV.UP(SE)=13.15 SWALE INV.DWN(NW)=12.85 CULVERT INV.UP(SE)=12.85 CULVERT INV.DWN(NW)=12.55 R E P A I R A R E A LO D LO D LO D LO D LO D LODLODLODLODLODLODLODLODLODLODLODLODLOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D LOD L O D L O D LODLODLODLODLODLODLODLODLODLODLODLODLODLOD LO D LO D U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G LLP 14 LLP 8 LLP 14 LLP 14 LLP 8 LLP 12 LLP 8 LLP 8 LLP 16 LLP 16 LLP 12 LLP 12 LLP 16LLP 8 LLP 14 LLP 18 LLP 8 O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G LLP 14 LLP 8 LLP 14 LLP 14 LLP 8 LLP 12 LLP 8 LLP 8 LLP 16 LLP 16 LLP 12 LLP 12 LLP 16LLP 8 LLP 14 LLP 18 LLP 8 O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E TP TP TP TP TP TP TP TP TPTPTPTPTPTP 1 2 1 2 1 3 1 3 1 3 1 3 1 2 111213 14 13 14 L O D L O D L O D LOD LOD LOD LOD LOD LOD LOD L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD L O D CO L O N I A L M A T E R I A L S NE W H A N O V E R C O U N T Y NO R T H C A R O L I N A 22319.PE OL D M B C O F F I C E , L L C 14 0 4 C O M M O N W E A L T H D R I V E , S U I T E 2 5 0 WI L M I N G T O N , N C 2 8 4 0 3 DA T E : SC A L E : DE S I G N E D : DR A W N : CH E C K E D : PEI JOB#: CO N C E P T U A L L A Y O U T : PR E L I M I N A R Y L A Y O U T : FI N A L D E S I G N : RE L E A S E D F O R C O N S T : PR O J E C T S T A T U S RE V I S I O N S : DR A W I N G I N F O R M A T I O N SEAL CL I E N T I N F O R M A T I O N : 12 2 C i n e m a D r i v e Wi l m i n g t o n , N o r t h C a r o l i n a 2 8 4 0 3 (9 1 0 ) 7 9 1 - 6 7 0 7 ( O ) ( 9 1 0 ) 7 9 1 - 6 7 6 0 ( F ) NC L i c e n s e # : C - 2 8 4 6 FI N A L D E S I G N - N O T R E L E A S E D F O R C O N S T R U C T I O N N O R T H CAROLIN A PR O FESSION ENGIN E E R SEAL A L 0 3 1 5 9 1 R O BERT P. B A L L A ND 06/29/2023 SITE VICINITY MAP SCALE: 1" = 1,000' 0 15 30 60 120 SCALE: 1"=30' GRAPHIC SCALE N A D 8 3 ( 2 0 1 1 ) MATCHLINE - SEE SHEET C-3.2 LEGEND: EXISTING CONTOUR PROPOSED CONTOUR EXISTING GRADE ELEVATION PROPOSED EDGE OF PAVEMENT PROPOSED BACK OF CURB PROPOSED SIDEWALK ELEVATION PROPOSED GRADE PROPOSED TOP OF WALL PROPOSED TOP OF CONCRETE TOP OF STEP INLET PROTECTION LIMITS OF DISTURBANCE SILT FENCE TREE PROTECTION FENCING DRAINAGE FLOW PATH DRAINAGE INLET LABEL 16 29 SF EG 25.05 EP 25.05 SW 25.05 LOD CB-202 PG 25.05 TW 25.05 TC 25.05 TS 25.05 POND OUTLET RIP-RAP APRON (SEE DETAILS) BC 25.05 CB = CATCH BASIN DCB =DOUBLE CATCH BASIN CI =CURB INLET DI =DROP INLET DDI =DOUBLE DROP INLET YI =YARD INLET MH =STORM MANHOLE BC = TOP OF CURB ELEVATION GC =GUTTER CURB (FLOW LINE) ELEVATION PG =PROPOSED GRADE (GROUND) EP = EDGE OF PAVEMENT EC =EDGE OF CONCRETE SPOT GRADE LEGEND: HP =HIGH POINT ELEVATION LP =LOW POINT ELEVATION TW =TOP OF WALK (SIDEWALK) ELEVATION DG = DITCH GRADE ELEVATION CL =CENTERLINE INV =INVERT FES =FLARED END SECTION TWL =TOP OF WALL ELEVATION EG =EXISTING GRADE (XX)=EXISTING ELEVATIONS, TYP. TYP. PIPED DOWNSPOUTS +/-97LF PROPOSED SEGMENTAL RETAINING WALL. DESIGN AND PERMITTING BY OTHERS 1.)SEE GENERAL NOTES SHEET (C-1.0) FOR GRADING, DRAINAGE AND EROSION CONTROL NOTES AND DETAILS FOR MORE INFORMATION. 2.)ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NEW HANOVER STANDARDS AND SPECIFICATIONS AND/OR TECHNICAL SPECIFICATIONS SEALED AS PART OF THESE CONSTRUCTION DOCUMENTS. 3.)GEOTECHNICAL TESTING SHALL BE PERFORMED ON-SITE. A GEOTECHNICAL ENGINEER SHALL BE CONSULTED TO CONFIRM SUITABILITY OF SUBGRADE MATERIAL AND PROPER COMPACTION IN FILL AREAS. 4.)CONTRACTOR SHALL CONSULT THE GEOTECHNICAL ENGINEER TO CONFIRM SUITABILITY OF SUBGRADE MATERIAL FOR STORM PIPES AND STRUCTURES. 1.)SITE CONTRACTOR SHALL STRIP TOPSOIL AND ANY UNSUITALBE MATERIAL AND PROVIDE CUT/FILL OPERATIONS TO PROVIDE A COMPACTED CONTROLLED SUBGRADE, IN ACCORDANCE WITH THE SUBSURFACE GEOTECHNICAL EXPLORATION AND TECHNICAL SPECIFICATIONS. 1.)SITE CONTRACTOR SHALL STRIP TOPSOIL AND ANY UNSUITABLE MATERIAL AND PROVIDE CUT/FILL OPERATIONS TO PROVIDE A COMPACTED CONTROLLED BUILDING PAD, IN ACCORDANCE WITH THE SUBSURFACE GEOTECHNICAL EXPLORATION AND TECHNICAL SPECIFICATIONS. DRAINAGE NOTES: 1.)DRAINAGE EASEMENT AND STORMWATER SYSTEM MAINTENANCE IS THE RESPONSIBILITY OF THE DEVELOPER, INCLUDING PIPES, STRUCTURES, AND STORMWATER CONTROL MEASURES AS PERMITTED WITH THE STATE OR LOCAL JURISDICTION. 2.)ALL IMPERVIOUS MUST DRAIN TO THE DESIGNED STORMWATER SYSTEM UNLESS SHOWN OTHERWISE. 3.)NO OBSTRUCTIONS ARE ALLOWED IN DRAINAGE EASEMENTS, INCLUDING FENCES. 4.)ALL PUBLIC STORM DRAINAGE STRUCTURES SHALL MEET NCDOT STANDARDS AND SPECIFICATIONSAND SHALL BE TRAFFIC RATED FOR H-20 LOADS AT A MINIMUM. PRIVATE DRAINAGE SYSTEMS SHALL BE PER APPROVED PLANS AND SPECIFICATIONS. 5.)ALL CURB INLET RIM ELEVATIONS ARE LISTED AS THE "GUTTER OF FLOWLINE ELEVATION" WITHIN THE CURB SECTION. THE CONTRACTOR SHALL MAINTAIN A UNIFORM EDGE OF PAVEMENT (EOP) WHEN PLACING THE STORM INLETS WITHIN THE CURB-LINE. 6.) MANHOLE RIM ELEVATION SHOWN ABOVE IS FLUSH WITH PROPOSED GRADE. CONTRACTOR SHALL PROVIDE 6" CLEARANCE ABOVE PROPOSED GRADE WHEN PLACED IN A GRASS/PERVIOUS AREA; AND A FLUSH CONDITION WITH PROPOSED PAVEMENT OR IMPERVIOUS COVER. 7.)PROPOSED BUILDINGS SHALL DIVERT ROOF DRAINAGE TO STORMWATER COLLECTION SYSTEM. CONTRACTOR, BUILDERS, AND OWNERS ARE RESPONSIBLE FOR COORDINATING ROOF DRAINAGE PIPING IN ADVANCE OR ORDERING FINAL STORM DRAINAGE. REF. CIVIL DETAILS FOR TYPICAL DOWNSPOUT DETAILS AND CONNECTIONS. 8.)CONTRACTOR SHALL ADJUST ALL FRAMES OF EX. UTILITY INFRASTRUCTURE WITHIN ASPHALT OVERLAY AREAS TO MATCH PROPOSED GRADES. 9.)THE CONTRACTOR SHALL USE EITHER RCP (CL. III UNLESS OTHERWISE NOTED) OR HDPE PIPE FOR THE STORM DRAINAGE SYSTEM. IF THE CONTRACTOR CHOOSES TO USE HDPE PIPE, IT SHALL BE ADS N-12 WT STORM PIPE OR APPROVED EQUAL AND SHALL BE INSTALLED TO MANUFACTURER SPECIFICATIONS. IN ADDITION, THE CONTRACTOR SHALL BE SURE TO PROVIDE CONCRETE COLLARS AROUND EACH F.E.S. TO PREVENT FLOATATION IF HDPE PIPE IS CHOSEN. GRADING NOTES: ASPHALT AREA NOTE: BUILDING PAD NOTE: RIP-RAP APRON (SEE DETAILS) DI-102 MA T C H L I N E - S E E B E L O W MA T C H L I N E - S E E A B O V E PROPOSED INFILTRATION BASIN (SEE DETAILS) 35 ' P U B L I C D R A I N A G E EA S E M E N T 35 ' P U B L I C D R A I N A G E EA S E M E N T 35' P U B L I C D R A I N A G E EASE M E N T PROPOSED INLET PROTECTION (TYP.) SEE DETAIL PROPOSED BY-PASS CONVEYANCE SWALE SEE DETAILS PROPOSED BY-PASS CONVEYANCE SWALE SEE DETAILS MH-103 MH-103A DI-104 DI-112 DI-113 DI-118 DI-117 DI-116 MH-107 DI-106 DI-109 DI-108 MH-101 FES-100 RD-3.14 RD-3.13 RD-3.12 RD-3.11 RD-3.1 RD-3.15 RD-3.16 RD-3.17 RD-3.18 RD-3.19 RD-3.20 RD-1.22 RD-1.21 RD-1.20 RD-1.19 RD-1.18 DI-112 RD-1.16 RD-1.15 RD-1.14 RD-1.13 RD-1.12 RD-1.11 DI-111RD-1.1 DI-110 DI-116 DI-105 TD-1.0 CONNECT DOWNSPOUT TO DI-112 PROPOSED SILT FENCE ALONG LOD LINE, TYP. (SEE DETAIL). PROPOSED SILT FENCE ALONG LOD LINE, TYP. (SEE DETAIL). RIP-RAP APRON (SEE DETAILS) DI-102A GR A D I N G - D R A I N A G E - PH - I I E R O S I O N C O N T R O L P L A N C-3.1 06 / 2 9 / 2 3 1" = 3 0 ' RP B RP B RP B ROYMAC INDUSTRIAL PARK ROYM A C D R SUTT O N L A K E R D FR E D R I C K S O N R D SUTT O N L A K E R D FIRE STATION 421 140 U S H I G H W A Y 4 2 1 ROYMAC INDUSTRIAL PARK ROYM A C D R SUTT O N L A K E R D FR E D R I C K S O N R D SUTT O N L A K E R D FIRE STATION 421 140 U S H I G H W A Y 4 2 1 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM OH E OH E OH E OH E OH E OHE EXISTING BUILDING EXISTING PAVED PARKING W W W W W W W W EXISTING PAVED PARKING X X X X X X X X X X X X X X X X TV TV 24" RCP INVERT: 12.6324" RCP INVERT: 12.8924" RCP INVERT: 13.53 24" RCP INVERT: 13.90 24" RCP INVERT: 14.29 24" RCP INVERT: 14.36 LLP 16 OAK 15 OAK 15 LLP 18 LLP 12 OAK 8 LLP 12 LLP 12LLP 12OAK 8 LLP 12 CED 12 LLP 16 MAG 7 OAK 8 OAK 8 LLP 12 LLP 15 LLP 12 CHR 4 LLP 12 LLP 12 OAK 8 LLP 12 LLP 12 LLP 12 LLP 12 LLP 16 MAG 4 LLP 17 LLP 16 OAK 8LLP 12 LLP 14 LLP 14 MAG 6 LLP 12 LLP 12 LLP 12 LLP 12 LLP 12 LLP 16 LLP 16 LLP 12 LLP 12 LLP 12 LLP 12 LLP 12 LLP 15 LLP 12 LLP 12 LLP 12 LLP 12 LLP 12LLP 14 LLP 12LLP 12LLP 12 LLP 12 LLP 15 LLP 12 LLP 12 LLP 15 LLP 13 LLP 12 LLP 13 LLP 13 LLP 12 LLP 12 OAK 8 LLP 12 LLP 12 LLP 12 LLP 14 LLP 12 LLP 12 LLP 12 LLP 13 LLP 14LLP 12 LLP 12 LLP 12 LLP 14 LLP 12OAK 12 LLP 12 LLP 12 LLP 12 OAK 10 LLP 12 LLP 13 LLP 12 LLP 14 LLP 12LLP 16 LLP 14 LLP 14 DW 6 LLP 14 LLP 14 LLP 12 LLP 16 LLP 14 LLP 16 LLP 14 LLP 18 LLP 12 CED 12 LLP 12 LLP 16 OAK 4 LLP 12 OAK 6 LLP 12 LLP 8 LLP 16 LLP 18 LLP 10 LLP 8LLP 14 LLP 8 LLP 14 LLP 12 LLP 12 LLP 12 LLP 12 LLP 8 LLP 12 LLP 8 LLP 20 LLP 12LLP 12 LLP 14 LLP 12LLP 12 LLP 16 LLP 12 LLP 16 LLP 16 20 1 9 19 19 19 19 18 18 18 18 18 1 8 18 18 18 18 18 18 18 18 18 18 18 18 18 17 17 17 1 7 17 17 17 17 17 17 17 1 7 1 7 17 1 7 17 17 17 17 17 17 17 17 17 16 16 16 16 16 16 16 16 16 16 16 16 1616 16 16 16 16 16 16 1 5 15 15 15 15 15 15 15 15 1515 1 5 15 15 15 15 15 1 5 15 1 5 151515 15 15 15 15 1 5 14 14 1 4 14 14 14 14 14 1 4 14 14 14 1 4 14 1 4 1 4 14 14 14 14141414 1414 13 13 13 1 3 13 13 13 13 13 13 13 13 1 3 1 3 12 12 1 2 12 1 2 1 2 1 2 1 2 12 11 1 1 10 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM OH E OH E OH E OH E OH E OHE EXISTING BUILDING EXISTING PAVED PARKING W W W W W W W W EXISTING PAVED PARKING X X X X X X X X X X X X X X X X TV TV 24" RCP INVERT: 12.6324" RCP INVERT: 12.8924" RCP INVERT: 13.53 24" RCP INVERT: 13.90 24" RCP INVERT: 14.29 24" RCP INVERT: 14.36 LLP 16 OAK 15 OAK 15 LLP 18 LLP 12 OAK 8 LLP 12 LLP 12LLP 12OAK 8 LLP 12 CED 12 LLP 16 MAG 7 OAK 8 OAK 8 LLP 12 LLP 15 LLP 12 CHR 4 LLP 12 LLP 12 OAK 8 LLP 12 LLP 12 LLP 12 LLP 12 LLP 16 MAG 4 LLP 17 LLP 16 OAK 8LLP 12 LLP 14 LLP 14 MAG 6 LLP 12 LLP 12 LLP 12 LLP 12 LLP 12 LLP 16 LLP 16 LLP 12 LLP 12 LLP 12 LLP 12 LLP 12 LLP 15 LLP 12 LLP 12 LLP 12 LLP 12 LLP 12LLP 14 LLP 12LLP 12LLP 12 LLP 12 LLP 15 LLP 12 LLP 12 LLP 15 LLP 13 LLP 12 LLP 13 LLP 13 LLP 12 LLP 12 OAK 8 LLP 12 LLP 12 LLP 12 LLP 14 LLP 12 LLP 12 LLP 12 LLP 13 LLP 14LLP 12 LLP 12 LLP 12 LLP 14 LLP 12OAK 12 LLP 12 LLP 12 LLP 12 OAK 10 LLP 12 LLP 13 LLP 12 LLP 14 LLP 12LLP 16 LLP 14 LLP 14 DW 6 LLP 14 LLP 14 LLP 12 LLP 16 LLP 14 LLP 16 LLP 14 LLP 18 LLP 12 CED 12 LLP 12 LLP 16 OAK 4 LLP 12 OAK 6 LLP 12 LLP 8 LLP 16 LLP 18 LLP 10 LLP 8LLP 14 LLP 8 LLP 14 LLP 12 LLP 12 LLP 12 LLP 12 LLP 8 LLP 12 LLP 8 LLP 20 LLP 12LLP 12 LLP 14 LLP 12LLP 12 LLP 16 LLP 12 LLP 16 LLP 16 20 1 9 19 19 19 19 18 18 18 18 18 1 8 18 18 18 18 18 18 18 18 18 18 18 18 18 17 17 17 1 7 17 17 17 17 17 17 17 1 7 1 7 17 1 7 17 17 17 17 17 17 17 17 17 16 16 16 16 16 16 16 16 16 16 16 16 1616 16 16 16 16 16 16 1 5 15 15 15 15 15 15 15 15 1515 1 5 15 15 15 15 15 1 5 15 1 5 151515 15 15 15 15 1 5 14 14 1 4 14 14 14 14 14 1 4 14 14 14 1 4 14 1 4 1 4 14 14 14 14141414 1414 13 13 13 1 3 13 13 13 13 13 13 13 13 1 3 1 3 12 12 1 2 12 1 2 1 2 1 2 1 2 12 11 1 1 10 XXXXXXXXXXXXXXXX F F INV12.70 INV14.00 EP16.50 EP16.70 EP16.63 EP16.62 EP16.78 EP17.95 EP17.15 EP17.95 (EP17.49)(EP17.53) INV13.00 EP17.25 EP17.58 EP17.25 PG16.82 PG17.17 EP17.30 INV12.70 INV14.00 EP16.50 EP16.70 EP16.63 EP16.62 EP16.78 EP17.95 EP17.15 EP17.95 (EP17.49)(EP17.53) INV13.00 EP17.25 EP17.58 EP17.25 PG16.82 PG17.17 EP17.30 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W F F F F F F F F F F F F F F F F F F F F F F F F 18 1 8 19 17 15 16 17 18 16 15 14 13 13141516 12 13 14 17 17 1817161514 14 15 16 18 17 INV13.95EP16.50 EP16.70 EP16.63 EP16.62 EP16.78 EP17.95 EP17.28 EP17.58 EP17.28PG16.82 PG17.17 EP17.30 16 14151717 17 16 15 14 15 16 PERMANENT CULVERT CROSSING #1 \ (BYPASS CULVERT) [64 LF] (2) 24" RCP CL III (W/ FES) [3.6" FILL AT BOTTOM] SWALE INV.UP(SE)=13.15 SWALE INV.DWN(NW)=12.85 CULVERT INV.UP(SE)=12.85 CULVERT INV.DWN(NW)=12.55 PERMANENT CULVERT CROSSING #2 [64 LF] (1) 24" RCP CL IV (W/FES) [6" FILL AT BOTTOM] DITCH INV.UP(SE)=14.51+ DITCH INV.DWN(NW)=13.77+ CULVERT INV.UP(SE)=14.01+ CULVERT INV.DWN(NW)=13.37+ LODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LODLODLODLODLODLODLODLODLODLODLODLODLOD LO D LODLODLODLODLODLODLODLODLODLODLODLODLOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D L O D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD CO L O N I A L M A T E R I A L S NE W H A N O V E R C O U N T Y NO R T H C A R O L I N A 22319.PE OL D M B C O F F I C E , L L C 14 0 4 C O M M O N W E A L T H D R I V E , S U I T E 2 5 0 WI L M I N G T O N , N C 2 8 4 0 3 DA T E : SC A L E : DE S I G N E D : DR A W N : CH E C K E D : PEI JOB#: CO N C E P T U A L L A Y O U T : PR E L I M I N A R Y L A Y O U T : FI N A L D E S I G N : RE L E A S E D F O R C O N S T : PR O J E C T S T A T U S RE V I S I O N S : DR A W I N G I N F O R M A T I O N SEAL CL I E N T I N F O R M A T I O N : 12 2 C i n e m a D r i v e Wi l m i n g t o n , N o r t h C a r o l i n a 2 8 4 0 3 (9 1 0 ) 7 9 1 - 6 7 0 7 ( O ) ( 9 1 0 ) 7 9 1 - 6 7 6 0 ( F ) NC L i c e n s e # : C - 2 8 4 6 FI N A L D E S I G N - N O T R E L E A S E D F O R C O N S T R U C T I O N N O R T H CAROLIN A PR O FESSION ENGIN E E R SEAL A L 0 3 1 5 9 1 R O BERT P. B A L L A ND 06/29/2023 SITE VICINITY MAP SCALE: 1" = 1,000' 0 15 30 60 120 SCALE: 1"=30' GRAPHIC SCALE N A D 8 3 ( 2 0 1 1 ) U.S. HWY. 421 150' PUBLIC R/W 55 MPH LEGEND: EXISTING CONTOUR PROPOSED CONTOUR EXISTING GRADE ELEVATION PROPOSED EDGE OF PAVEMENT PROPOSED BACK OF CURB PROPOSED SIDEWALK ELEVATION PROPOSED GRADE PROPOSED TOP OF WALL PROPOSED TOP OF CONCRETE TOP OF STEP INLET PROTECTION LIMITS OF DISTURBANCE SILT FENCE TREE PROTECTION FENCING DRAINAGE FLOW PATH DRAINAGE INLET LABEL 16 29 SF EG 25.05 EP 25.05 SW 25.05 LOD CB-202 PG 25.05 TW 25.05 TC 25.05 TS 25.05 BC 25.05 CB = CATCH BASIN DCB =DOUBLE CATCH BASIN CI =CURB INLET DI =DROP INLET DDI =DOUBLE DROP INLET YI =YARD INLET MH =STORM MANHOLE BC = TOP OF CURB ELEVATION GC =GUTTER CURB (FLOW LINE) ELEVATION PG =PROPOSED GRADE (GROUND) EP = EDGE OF PAVEMENT EC =EDGE OF CONCRETE SPOT GRADE LEGEND: HP =HIGH POINT ELEVATION LP =LOW POINT ELEVATION TW =TOP OF WALK (SIDEWALK) ELEVATION DG = DITCH GRADE ELEVATION CL =CENTERLINE INV =INVERT FES =FLARED END SECTION TWL =TOP OF WALL ELEVATION EG =EXISTING GRADE (XX)=EXISTING ELEVATIONS, TYP. 1.)SEE GENERAL NOTES SHEET (C-1.0) FOR GRADING, DRAINAGE AND EROSION CONTROL NOTES AND DETAILS FOR MORE INFORMATION. 2.)ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NEW HANOVER STANDARDS AND SPECIFICATIONS AND/OR TECHNICAL SPECIFICATIONS SEALED AS PART OF THESE CONSTRUCTION DOCUMENTS. 3.)GEOTECHNICAL TESTING SHALL BE PERFORMED ON-SITE. A GEOTECHNICAL ENGINEER SHALL BE CONSULTED TO CONFIRM SUITABILITY OF SUBGRADE MATERIAL AND PROPER COMPACTION IN FILL AREAS. 4.)CONTRACTOR SHALL CONSULT THE GEOTECHNICAL ENGINEER TO CONFIRM SUITABILITY OF SUBGRADE MATERIAL FOR STORM PIPES AND STRUCTURES. 1.)SITE CONTRACTOR SHALL STRIP TOPSOIL AND ANY UNSUITALBE MATERIAL AND PROVIDE CUT/FILL OPERATIONS TO PROVIDE A COMPACTED CONTROLLED SUBGRADE, IN ACCORDANCE WITH THE SUBSURFACE GEOTECHNICAL EXPLORATION AND TECHNICAL SPECIFICATIONS. 1.)SITE CONTRACTOR SHALL STRIP TOPSOIL AND ANY UNSUITABLE MATERIAL AND PROVIDE CUT/FILL OPERATIONS TO PROVIDE A COMPACTED CONTROLLED BUILDING PAD, IN ACCORDANCE WITH THE SUBSURFACE GEOTECHNICAL EXPLORATION AND TECHNICAL SPECIFICATIONS. DRAINAGE NOTES: 1.)DRAINAGE EASEMENT AND STORMWATER SYSTEM MAINTENANCE IS THE RESPONSIBILITY OF THE DEVELOPER, INCLUDING PIPES, STRUCTURES, AND STORMWATER CONTROL MEASURES AS PERMITTED WITH THE STATE OR LOCAL JURISDICTION. 2.)ALL IMPERVIOUS MUST DRAIN TO THE DESIGNED STORMWATER SYSTEM UNLESS SHOWN OTHERWISE. 3.)NO OBSTRUCTIONS ARE ALLOWED IN DRAINAGE EASEMENTS, INCLUDING FENCES. 4.)ALL PUBLIC STORM DRAINAGE STRUCTURES SHALL MEET NCDOT STANDARDS AND SPECIFICATIONSAND SHALL BE TRAFFIC RATED FOR H-20 LOADS AT A MINIMUM. PRIVATE DRAINAGE SYSTEMS SHALL BE PER APPROVED PLANS AND SPECIFICATIONS. 5.)ALL CURB INLET RIM ELEVATIONS ARE LISTED AS THE "GUTTER OF FLOWLINE ELEVATION" WITHIN THE CURB SECTION. THE CONTRACTOR SHALL MAINTAIN A UNIFORM EDGE OF PAVEMENT (EOP) WHEN PLACING THE STORM INLETS WITHIN THE CURB-LINE. 6.) MANHOLE RIM ELEVATION SHOWN ABOVE IS FLUSH WITH PROPOSED GRADE. CONTRACTOR SHALL PROVIDE 6" CLEARANCE ABOVE PROPOSED GRADE WHEN PLACED IN A GRASS/PERVIOUS AREA; AND A FLUSH CONDITION WITH PROPOSED PAVEMENT OR IMPERVIOUS COVER. 7.)PROPOSED BUILDINGS SHALL DIVERT ROOF DRAINAGE TO STORMWATER COLLECTION SYSTEM. CONTRACTOR, BUILDERS, AND OWNERS ARE RESPONSIBLE FOR COORDINATING ROOF DRAINAGE PIPING IN ADVANCE OR ORDERING FINAL STORM DRAINAGE. REF. CIVIL DETAILS FOR TYPICAL DOWNSPOUT DETAILS AND CONNECTIONS. 8.)CONTRACTOR SHALL ADJUST ALL FRAMES OF EX. UTILITY INFRASTRUCTURE WITHIN ASPHALT OVERLAY AREAS TO MATCH PROPOSED GRADES. 9.)THE CONTRACTOR SHALL USE EITHER RCP (CL. III UNLESS OTHERWISE NOTED) OR HDPE PIPE FOR THE STORM DRAINAGE SYSTEM. IF THE CONTRACTOR CHOOSES TO USE HDPE PIPE, IT SHALL BE ADS N-12 WT STORM PIPE OR APPROVED EQUAL AND SHALL BE INSTALLED TO MANUFACTURER SPECIFICATIONS. IN ADDITION, THE CONTRACTOR SHALL BE SURE TO PROVIDE CONCRETE COLLARS AROUND EACH F.E.S. TO PREVENT FLOATATION IF HDPE PIPE IS CHOSEN. GRADING NOTES: ASPHALT AREA NOTE: BUILDING PAD NOTE: MATCHLINE - SEE SHEET C-3.1 MH-103A DI-111 PROPOSED BY-PASS CONVEYANCE SWALE SEE DETAILS PROPOSED BY-PASS CONVEYANCE SWALE SEE DETAILS 35 ' P U B L I C DR A I N A G E EA S E M E N T EXISTING SWALE TO REMAIN UNDISTURBED EXISTING SWALE TO REMAIN UNDISTURBED PROPOSED INLET PROTECTION SEE DETAIL PROPOSED SILT FENCE ALONG LOD LINE, TYP. (SEE DETAIL). GR A D I N G - D R A I N A G E - PH - I I E R O S I O N C O N T R O L P L A N C-3.2 06 / 2 9 / 2 3 1" = 3 0 ' RP B RP B RP B ROYMAC INDUSTRIAL PARK ROYM A C D R SUTT O N L A K E R D F R E D R I C K S O N R D SUTT O N L A K E R D FIRE STATION 421 140 U S H I G H W A Y 4 2 1 ROYMAC INDUSTRIAL PARK ROYM A C D R SUTT O N L A K E R D F R E D R I C K S O N R D SUTT O N L A K E R D FIRE STATION 421 140 U S H I G H W A Y 4 2 1 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM BCC OF EDENTON, LLC PARID: R03200-001-030-000 D.B. 5708, PG. 1365 M.B. 37, PG. 85 SOUTH ATLANTIC SERVICES, INC PARID: R03200-002-001-003 D.B. 6076, PG. 617 M.B. 61, PG. 20 TURNER COASTAL PROPERTIES, LLC PARID: R03200-002-001-006 D.B. 6566, PG. 2588 DIROSSE ENTERPRISES, LLC PARID: R03200-001-018-000 D.B. 6152, PG. 2948 U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G OH E OH E OHE EXISTING BUILDING EXISTING PAVED PARKING 24 " R C P IN V E R T : 1 1 . 4 3 24 " R C P IN V E R T : BU R I E D - I N A C C E S S I B L E 24 " R C P IN V E R T : 1 2 . 0 0 24 " R C P IN V E R T : 1 0 . 8 0 W W W EXISTING PAVED PARKING X X X X X X X X TV TV 24" RCP INVERT: 12.6324" RCP INVERT: 12.8924" RCP INVERT: 13.53 24" RCP INVERT: 13.9024" RCP INVERT: 14.29 24" RCP INVERT: 14.36 O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM BCC OF EDENTON, LLC PARID: R03200-001-030-000 D.B. 5708, PG. 1365 M.B. 37, PG. 85 SOUTH ATLANTIC SERVICES, INC PARID: R03200-002-001-003 D.B. 6076, PG. 617 M.B. 61, PG. 20 TURNER COASTAL PROPERTIES, LLC PARID: R03200-002-001-006 D.B. 6566, PG. 2588 DIROSSE ENTERPRISES, LLC PARID: R03200-001-018-000 D.B. 6152, PG. 2948 U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G OH E OH E OHE EXISTING BUILDING EXISTING PAVED PARKING 24 " R C P IN V E R T : 1 1 . 4 3 24 " R C P IN V E R T : BU R I E D - I N A C C E S S I B L E 24 " R C P IN V E R T : 1 2 . 0 0 24 " R C P IN V E R T : 1 0 . 8 0 W W W EXISTING PAVED PARKING X X X X X X X X TV TV 24" RCP INVERT: 12.6324" RCP INVERT: 12.8924" RCP INVERT: 13.53 24" RCP INVERT: 13.9024" RCP INVERT: 14.29 24" RCP INVERT: 14.36 O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E X X X XXXXXXXX X X X X X X X X X X SU T T O N L A K E R O A D 60 ' P U B L I C R / W F F 0.75 SS SS SS 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 19+49.77WWWWWWWWWWWWWWWWWWWWWWWWWW F F F F F F F F F F F F F F F F 16 17 17 16 18 17 16 18 1 8 19 17 15 16 1 6 16 17 17 18 16 15 14 13 13141516 12 13 14 1 2 1 2 1 3 13 1 3 1 3 1 2 15 16 19 18 17 16 16 16 16 1616 17 18 1313 1514 19 16 16 16 16 16 17 17 17 1817161514141516 18 17 16 111213 14 13 14 13 12 1114151717 17 16 15 14 14 15 16 R E P A I R A R E A ST 16 17 16 14 15 16 17 1615 14 15 16 17 U.S. HIGHWAY 421 150' PUBLIC R/W CO L O N I A L M A T E R I A L S NE W H A N O V E R C O U N T Y NO R T H C A R O L I N A 22319.PE OL D M B C O F F I C E , L L C 14 0 4 C O M M O N W E A L T H D R I V E , S U I T E 2 5 0 WI L M I N G T O N , N C 2 8 4 0 3 DA T E : SC A L E : DE S I G N E D : DR A W N : CH E C K E D : PEI JOB#: CO N C E P T U A L L A Y O U T : PR E L I M I N A R Y L A Y O U T : FI N A L D E S I G N : RE L E A S E D F O R C O N S T : PR O J E C T S T A T U S RE V I S I O N S : DR A W I N G I N F O R M A T I O N SEAL CL I E N T I N F O R M A T I O N : 12 2 C i n e m a D r i v e Wi l m i n g t o n , N o r t h C a r o l i n a 2 8 4 0 3 (9 1 0 ) 7 9 1 - 6 7 0 7 ( O ) ( 9 1 0 ) 7 9 1 - 6 7 6 0 ( F ) NC L i c e n s e # : C - 2 8 4 6 FI N A L D E S I G N - N O T R E L E A S E D F O R C O N S T R U C T I O N N O R T H CAROLIN A PR O FESSION ENGI N E E R SEAL A L 0 3 1 5 9 1 R O BERT P. B A L L A ND 06/29/2023 SITE VICINITY MAP SCALE: 1" = 1,000' 0 30 60 120 240 SCALE: 1"=60' GRAPHIC SCALE N A D 8 3 ( 2 0 1 1 ) PROPOSED INFILTRATION BASIN PROPOSED 1-STORY METAL BUILDING COLONIAL MATERIALS 32,990 SF FFE = 17.00 FUTURE DEVELOPMENT PARCEL PROPOSED LOT 3R ±5.16 ACRES UT I L I T Y P L A N C-4.0 06 / 2 9 / 2 3 1" = 6 0 ' RP B RP B RP B PROPOSED FIRE HYDRANT ASSEMBLY PROPOSED 2" PE DOMESTIC WATER SERVICE 8" C-900 PVC FIRE LINE W/ 8" GATE VALVE PROPOSED 2" PE DOMESTIC WATER SERVICE 8" C-900 PVC FIRE LINE W/ 8" GATE VALVE (1) 8"x8"x8" MJ TEE (2) 8" MJ GATE VALVES WATER AND SEWER CAPACITY GENERAL BUSINESS & OFFICE FACILITIES WITH ON-SITE STAFF - 25GAL/EMPLOYEE/SHIFT: 25 @ 25 GAL= 625 GPD TOTAL = 625 GPD UTILITY INFORMATION CONTRACTOR SHALL INSTALL WATER SERVICES IN ACCORDANCE WITH CFPUA STANDARD DETAILS AND SPECIFICATIONS. SANITARY SEWER THIS PROJECT IS CURRENTLY PROPOSING TO USE AN ON-SITE SEPTIC SYSTEM THAT WILL BE PERMITTED BY THE ENGINEERED OPTION. WATER THIS PROJECT WILL CONNECT TO AN EXISTING 8" WATER MAIN LOCATED SOUTH OF THE SUBJECT SITE WITHIN THE US HWY. 421 RIGHT OF WAY. THIS PROJECT IS CONSTRUCTING APPROXIMATELY 950LF OF 8" WATER MAIN WITHIN US HWY. 421 RIGHT OF WAY AND 490LF OF 8" WATER MAIN WITHIN AN EASEMENT LOCATED ON-SITE AND (2) 2" DOMESTIC SERVICES AND (2) 8" FIRE SERVICES TO SERVICE TWO OF THE THREE COMMERCIAL LOTS. DOMESTIC WATER ALLOCATION PROVIDED BY CFPUA. FUTURE DEVELOPMENT PARCEL PROPOSED LOT 2R ±5.47 ACRES PROPOSED LOT 1R ±4.65 ACRES EX. FIRE HYDRANT ASSEMBLY UTILITY NOTES: (NCAC 15A.02T.0305 / T15A.18C.0904-906) 1.WATER MAINS SHALL BE LAID SO AS TO PROVIDE A MINIMUM HORIZONTAL SEPARATION OF 10 FEET FROM SEWERS. IF CONDITIONS EXIST SUCH THAT THIS SEPARATION CANNOT BE ACHIEVED, THE WATER MAIN CAN BE INSTALLED AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER, EITHER IN A SEPARATE TRENCH, OR IN THE SAME TRENCH ON A BENCH OF UNDISTURBED EARTH. 2.WHEN CROSSING A WATER MAIN OVER A SEWER, THE WATER MAIN SHALL BE LAID AT LEAST 18 INCHES ABOVE THE SEWER. IF CONDITIONS EXIST SUCH THAT THIS SEPARATION CANNOT BE ACHIEVED, BOTH THE WATER MAIN AND SEWER SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE WITH JOINTS THAT MEET WATER MAIN STANDARDS. THE DUCTILE IRON PIPE SHALL EXTEND 10 FEET ON EACH SIDE OF THE CROSSING WITH A SECTION OF WATER MAIN PIPE CENTERED ON THE CROSSING. 3.CROSSING A WATER MAIN UNDER A SEWER. WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER, BOTH THE WATER MAIN AND THE SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE POINT OF CROSSING. A SECTION OF WATER MAIN PIPE SHALL BE CENTERED AT THE POINT OF CROSSING. 4.WHERE VERTICAL CLEARANCE IS LESS THAN 24" BETWEEN SANITARY SEWER AND STORM DRAIN, SANITARY SEWER SHALL BE DUCTILE IRON PIPE FOR A MINIMUM OF 10' EITHER SIDE OF CROSSING AND STORM DRAIN SHALL BE RC PIPE. 5.WHERE VERTICAL CLEARANCE IS LESS THAN 18" BETWEEN WATER MAIN AND STORM DRAIN WHEN STORM IS ABOVE WATER, WATER MAIN SHALL BE DUCTILE IRON PIPE FOR A MINIMUM OF 10' EITHER SIDE OF CROSSING AND STORM DRAIN SHALL BE RC PIPE. OTHERWISE, A 12" MIN. SEPARATION SHALL BE CONSTRUCTED. 6.MATERIALS, INSTALLATION, AND TESTING FOR PRIVATE UTILITIES SHALL BE IN ACCORDANCE WITH CFPUA SPECIFICATIONS. 7.CONTRACTOR SHALL ABANDON ALL UNUSED SEWER AND WATER TAPS. 8.WATER MAINS SHALL BE BURIED A MIN. OF 30-INCHES OR DEPTH BELOW THE FROST-LINE OR GREATER IF THE LOCAL UTILITY PROVIDER REQUIRES. FIRE AND LIFE SAFETY NOTES: 1. NEW HYDRANTS MUST BE BROUGHT INTO SERVICE PRIOR TO COMBUSTIBLE MATERIALS DELIVERED TO THE JOB SITE. 2. HYDRANTS MUST BE LOCATED WITHIN 8' OF THE CURB AND WITHIN 150-FT OF A FIRE DEPT. CONNECTION AS THE TRUCK DRIVES. 3. CONTRACTOR SHALL MAINTAIN AN ALL WEATHER ACCESS FOR EMERGENCY VEHICLES AT ALL TIMES DURING CONSTRUCTION. 4. A MINIMUM OF 4-FT SHALL SEPARATE UNDERGROUND FIRE LINES OR PRIVATE WATER MAINS FROM OTHER UNDERGROUND UTILITIES. 5. FIRE DEPARTMENT CONNECTIONS (FDCs) MUST BE APPROVED BY THE FIRE MARSHALL'S OFFICE AND BE ACCESSIBLE TO A FIRE APPARATUS EQUIPMENT WITHIN 40-FT. 6. LANDSCAPING OR PARKING CANNOT BLOCK OR IMPEDE FDC OR FIRE HYDRANTS. A 3-FOOT CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF HYDRANTS AND FDC. 7. CONTRACTOR SHALL SUBMIT A RADIO STRENGTH STUDY FOR ALL COMMERCIAL BUILDINGS THAT DEMONSTRATES THAT EXISTING EMERGENCY RESPONDER RADIO SIGNAL LEVELS MEET THE REQUIREMENTS OF SECTION 510 OF THE 2018 NC FIRE CODE. 8. ALL ISOLATION VALVES WITHIN THE "HOT BOX" AND BETWEEN THE "HOT BOX" AND RISER ROOM MUST BE ELECTRICALLY SUPERVISED. 9. FIRE MAIN HOT BOXES SHALL HAVE TAMPER SWITCHES INSTALLED. CONTRACTOR SHALL VERIFY CONNECTIONS WITH PLUMBING PLANS 173LF 4" SCH. 40 PVC SANITARY SEWER SERVICE AT A MIN. 1.04% WALL MOUNTED FIRE DEPARTMENT CONNECTION SITE CONTRACTOR SHALL PROVIDE TRANSITION FROM PVC TO DIP WITHIN 5' OF BUILDING ENVELOPE AND EXTEND DIP TO RISER AND EXTEND 12" ABOVE FFE. COORDINATE WITH PLUMBING PLANS FOR EXACT LOCATION PROPOSED FIRE HYDRANT ASSEMBLY (SEE DETAILS) STA. 19+47 (1) 2" BLOWOFF ASSEBMLY (1) 8" MJ PLUG TAPPED 2", 2" BRASS NIPPLE, 2" PVC ADAPTOR (SEE DETAILS) STA. 19+50 (1) 8"x2" SERVICE SADDLE PER CFPUA STANDARDS AND SPECIFICATIONS PROPOSED 8" WATTS 709 DOUBLE CHECK DETECTOR ASSEMBLY W/ HEATED ENCLOSURE (1) 1.5" METER ASSEMBLY PER CFPUA STANDARDS AND SPECIFICATIONS 648 LF 2" PE WATER MAIN TUBING 628LF 8" C-900 PVC WATER MAIN (PRIVATE) (1) 8"x8"x8" MJ TEE PROPOSED 2" PE DOMESTIC WATER SERVICE 8" C-900 PVC FIRE LINE W/ 8" GATE VALVE (1) 8"x8"x8" MJ TEE (2) 8" MJ 45° BENDS SANITARY SEWER CLEANOUT INV.=14.75 SANITARY SEWER CLEANOUT INV.=14.63 SANITARY SEWER CLEANOUT INV.=14.06 SANITARY SEWER CLEANOUT INV.=13.15 SANITARY SEWER TANK INV=13.02 PROPOSED SANITARY SEPTIC SYSTEM. SEE DETAILS PROPOSED SANITARY SEPTIC SYSTEM REPAIR AREA EXISTING 8" PVC WATER MAIN (PUBLIC), TYP. EXISTING 16" PVC WATER MAIN (PUBLIC), TYP. 950LF 8" C-900 PVC WATER MAIN (PUBLIC) SEE SHEET C-4.1 FOR PROFILE CO L O N I A L M A T E R I A L S NE W H A N O V E R C O U N T Y NO R T H C A R O L I N A 22319.PE OL D M B C O F F I C E , L L C 14 0 4 C O M M O N W E A L T H D R I V E , S U I T E 2 5 0 WI L M I N G T O N , N C 2 8 4 0 3 DA T E : SC A L E : DE S I G N E D : DR A W N : CH E C K E D : PEI JOB#: CO N C E P T U A L L A Y O U T : PR E L I M I N A R Y L A Y O U T : FI N A L D E S I G N : RE L E A S E D F O R C O N S T : PR O J E C T S T A T U S RE V I S I O N S : DR A W I N G I N F O R M A T I O N SEAL CL I E N T I N F O R M A T I O N : 12 2 C i n e m a D r i v e Wi l m i n g t o n , N o r t h C a r o l i n a 2 8 4 0 3 (9 1 0 ) 7 9 1 - 6 7 0 7 ( O ) ( 9 1 0 ) 7 9 1 - 6 7 6 0 ( F ) NC L i c e n s e # : C - 2 8 4 6 FI N A L D E S I G N - N O T R E L E A S E D F O R C O N S T R U C T I O N N O R T H CAROLIN A PR O FESSION ENGIN E E R SEAL A L 0 3 1 5 9 1 R O BERT P. B A L L A ND 05/31/2023 6" - AGGREGATE BASE COURSE COMPACTED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT COMPACTED SUBGRADE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT 2.0" - S9.5B SURFACE IN ACCORDANCE WITH NCDOT SPECIFICATIONS LIGHT DUTY ASPHALT PAVEMENT SECTION NOT TO SCALE 6" - AGGREGATE BASE COURSE COMPACTED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT COMPACTED SUBGRADE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT 3.0" (2 LIFTS OF 1.5") - S9.5B SURFACE IN ACCORDANCE WITH NCDOT SPECIFICATIONS HEAVY DUTY ASPHALT PAVEMENT SECTION NOT TO SCALE 4" CABC COMPACTED SUBGRADE PER GEOTECH NOTE: MAX. 15FT CONTROL JOINT SPACING AND MAX. 50FT EXPANSION JOINT SPACING LIGHT DUTY CONCRETE PAVEMENT SECTION NOT TO SCALE 12 " 4" LANDSCAPE AREA LANDSCAPE AREA WIDT H V A R I E S 4" (4' M I N . W I D T H ) CURB & GUTTER AS APPLICABLE (SEE SITE PLAN)PROVIDE 5' SQUARE MINIMUM LANDING AT TOP OF RAMP FOR CHANGE IN DIRECTION EXPANSION JOINT SEE S I T E P L A N 1:12 M A X . S L O P E DO N O T E X C E E D 4" PAINTED LINE (TYP.) 8" DIAM. 1'- 4 " 10 " 1' - 1 0 " 8" 1'-2" 14"R 3' R PAINT SOLID PAINT SOLID 1' - 2 " 1' - 8 " 1'- 8 " 1'- 2 " 3'-0" 1'-0"1'-2"1'-0"1'-2" 3' - 0 " 3'- 0 " EXPANSION JOINT EXPANSION JOINT STOP BAR 2' - 0 " LENGTH VARIES PAINT FULL LANE WIDTH CENTER "STOP" IN DRIVE LANE 4" TYP. 3' - 0 " 2' - 0 " CONTR A C T I O N JOINT CONTR A C T I O N JOINT DIRECTIONAL ARROW NOT TO SCALE 6'-0" 6'- 0 " CONCRETE SIDEWALK NOTES 1. ACCESSIBLE PARKING AND ACCESSIBLE AISLES SHALL NOT EXCEED 2.0% IN SLOPE IN ANY DIRECTION. IF ONLY ONE ACCESS AISLE IS INSTALLED, IT IS TO BE A VAN SIZE. 2. PARKING STALL DIMENSIONING SHALL BE IN ACCORDANCE WITH APPLICABLE GOVERNING AUTHORITY'S AND ADA STANDARDS AND IF DIFFERENT THAN THIS DETAIL SHALL BE THE DIMENSIONING SHOWN ON THE SITE LAYOUT PLAN. 3. GENERAL CONTRACTOR SHALL REFER TO OWNER AND/OR TENANTS STANDARD PARKING LOT STRIPING SPECIFICATIONS AND COLORS. 4. CONTRACTOR SHALL USE 4" WIDE WHITE PAINT FOR STRIPING ON ASPHALT PARKING LOTS. 5. CONTRACTOR SHALL USE 4" WIDE YELLOW PAINT FOR STRIPING ON CONCRETE PARKING LOTS. 6. ADA SIGNS IN BOLLARDS AND BOLLARDS SHALL BE INSTALLED PER OWNER AND/OR TENANTS BOLLARD AND SIGN STANDARDS. 90° PARKING 10' TYP.8'5'8'5'8' 18 ' TY P I C A L TURN DOWN SIDEWALK (SEE GRADES) 6' M I N . 4' 8' 4' 2.5'2.5' 10' TYP. WHEEL STOP SIGNSIGN SIGN SIDEWALK DETAILS NOT TO SCALE PARKING SPACES NOT TO SCALE STOP LINE GRAPHIC NOT TO SCALE ACCESSIBILITY GRAPHIC NOT TO SCALE RETURNED CURB ACCESSIBLE RAMP TYPE B NOT TO SCALE PARKING ACCESSIBLE SPACE DIMENSIONS AND STRIPING DETAILS NOT TO SCALE WHEEL STOP 5" 4,500 PSI COMPRESSIVE STRENGTH CONCRETE MIX PER SPECIFICATION. HANDICAP SIGN DETAIL NOTES: 2. 1. POST HOLES SHALL BE FILLED WITH GRANULAR BACKFILL IN 3-INCH TO 4-INCH LIFTS. METAL POST AND ALL HARDWARE SHALL BE GALVANIZED STEEL, ASTM A307-90. 5.TOP EDGE TREATMENT FILM SHALL BE 3" WIDE, CLEAR AND TRANSPARENT WITH A 8. 7. 6. SPACING BETWEEN LINES. ARROWS SHALL BE 5.625" LONG BY 3.75" HIGH. CORNER RADIUS OF SIGNS SHALL BE 2.5" SHALL BE 3.75" HEIGHT AND LOWERCASE LETTERS SHALL BE 2.5" HEIGHT WITH 3.75" SIGN LETTERING SHALL BE NPS MODIFIED CLARENDON TYPEFACE. UPPERCASE LETTERS BY 3M COMPANY. REFLECTIVE FACING MATERIAL SHALL BE SCOTCHLITE HIGH INTENSITY, MANUFACTURED TRANSPARENT FILE #639. SUB-RESISTANT PRESSURE SENSITIVE NON-YELLOWING ADHESIVE, "SKOTCHCAL" 4. 3. WITH ASTM STD B-209. THICKNESS SHALL BE 0.80 INCHES. SIGNS SHALL BE CONSTRUCTED OF ALUMINUM, TYPE 6061-T6 AND IN CONFORMANCE COMPRESSIVE STRENGTH OF 3000 PSI. CONCRETE FOR FOOTING SHALL BE PORTLAND CEMENT AND HAVE A MINIMUM THOROUGHLY HAND TAMP EACH LIFT AND CROWN BACKFILL AT TOP TO SHED WATER. 9.MOUNT ON BUILDING OR METAL POST AS DIRECTED. NOT TO SCALE 12" 7' PAVEMENT/GRASS 9" 9" 2" R7-8D 12"x9" 6" 18" MUTCD 12"x18" R7-8 R7-8a9"VAN ACCESSIBLE 18" 2" 12"x6" 12" 11 4"R 1"6" 2'-0" 1 2"R 6" 13 " 6" SPILLING CURB AND GUTTER LIGHT BROOM FINISH 1" CATCHING CURB AND GUTTER 11 4"R 1"6" 2'-0" PAVEMENT DIMENSION REFERS TO FACE OF CURB UNLESS INDICATED OTHERWISE 1 2"R 6" 12 " 7" 1" 2 3" PER FT. NOT TO SCALE 24" CURB AND GUTTER (STD. & SPILL) LIGHT BROOM FINISH 1"R 4" CABC EXTENDED MIN. 6" PAST BACK OF CURB 4" CABC EXTENDED MIN. 6" PAST BACK OF CURB PAVEMENT DIMENSION REFERS TO FACE OF CURB UNLESS INDICATED OTHERWISE 23" PER FT. CURB END TAPER DETAIL NOT TO SCALE 5' ELEVATION VIEW PLAN VIEW 5' PROPOSED CONCRETE CURBING TAPER DOWN SIDEWALK 1:12 MAX SLOPE (TYP) WALK 5. 0 ' M I N . 5' MIN. ISOMETRIC FLUSH WITH PARKING LOT SURFACE 2% M A X . SL O P E DETECTABLE WARNING PADS BEFORE VEHICULAR TRAVEL ACCESS 1:12 MAX SLOPE (TYP) RAISED SIDEWALK OR TAPERED UP TO EXISTING HARDSCAPE/SIDEWALK CURB RAMP DETAIL (TYPE 2) NOT TO SCALE PAINT MARKINGS PER ADA GUIDELINES. PAINT MARKINGS PER ADA GUIDELINES. OPTIONAL WHEEL STOPS. 4" CABC COMPACTED SUBGRADE PER GEOTECH NOTE: MAX. 15FT CONTROL JOINT SPACING AND MAX. 50FT EXPANSION JOINT SPACING HEAVY DUTY CONCRETE PAVEMENT SECTION NOT TO SCALE 6" 4,500 PSI COMPRESSIVE STRENGTHCONCRETE MIX PER SPECIFICATION. 6" CONCRETE ASPHALT COMPACTED SUBGRADE TO GEOTECH SPECIFICATIONS ASPHALT TO CONCRETE PAVEMENT TRANSITION NOT TO SCALE CONCRETE SI T E D E T A I L S C-5.0 05 / 3 1 / 2 3 AS S H O W N RP B RP B RP B SECURELY ATTACH WHEEL STOPS INTO PAVEMENT WITH NOT LESS THAN TWO GALVANIZED STEEL DOWELS EMBEDDED IN HOLES CAST INTO WHEEL STOPS. FIRMLY BOND EACH DOWEL TO WHEEL STOP AND TO PAVEMENT. EXTEND UPPER PORTION OF DOWEL 5 INCHES INTO WHEEL STOP AND LOWER PORTION AS NOTED ON THE DRAWINGS INTO PAVEMENT *NOTE: WHEEL STOPS SHALL BE PLACED 2.5' FROM THE END OF THE PARKING STALL WHEEL STOP NOT TO SCALE STANDARD PRECAST CONCRETE PARKING CHOCK 1'-0'' 6'-0'' 1'-0'' 4" 6" 18"DIA.(6") 42 " D E P T H 6" 42 " 6" DIAMETER CONC. FILLED BOLLARD - PAINTED PER ARCH. RECOMMENDATIONS CONC. FOOTING 4,000 PSI @ 28 DAY 12"DIA.(4") PIPE BOLLARD NOT TO SCALE CO L O N I A L M A T E R I A L S NE W H A N O V E R C O U N T Y NO R T H C A R O L I N A 22319.PE OL D M B C O F F I C E , L L C 14 0 4 C O M M O N W E A L T H D R I V E , S U I T E 2 5 0 WI L M I N G T O N , N C 2 8 4 0 3 DA T E : SC A L E : DE S I G N E D : DR A W N : CH E C K E D : PEI JOB#: CO N C E P T U A L L A Y O U T : PR E L I M I N A R Y L A Y O U T : FI N A L D E S I G N : RE L E A S E D F O R C O N S T : PR O J E C T S T A T U S RE V I S I O N S : DR A W I N G I N F O R M A T I O N SEAL CL I E N T I N F O R M A T I O N : 12 2 C i n e m a D r i v e Wi l m i n g t o n , N o r t h C a r o l i n a 2 8 4 0 3 (9 1 0 ) 7 9 1 - 6 7 0 7 ( O ) ( 9 1 0 ) 7 9 1 - 6 7 6 0 ( F ) NC L i c e n s e # : C - 2 8 4 6 FI N A L D E S I G N - N O T R E L E A S E D F O R C O N S T R U C T I O N N O R T H CAROLIN A PR O FESSION ENGIN E E R SEAL A L 0 3 1 5 9 1 R O BERT P. B A L L A ND 05/31/2023 SI T E D E T A I L S C-5.1 05 / 3 1 / 2 3 AS S H O W N RP B RP B RP B TM Ô Ô Ô Ô Ô PUB L I C R O A D 6" DIVERSION TO DIRECT RUNOFF FROM R/W SECTION VIEW PLAN VIEW 50' MIN. 50' M I N . 20' MIN. 2-3" COARSE AGGREGATE 6" THICKNESS TEMPORARY CONSTRUCTION ENTRANCE NOT TO SCALE BOTTOM STRAND MIN. #14 GAUGE TOP STRAND MIN. #14 GAUGE STEEL POST FILL S L O P E STAY AND LINE WIRES MIN. #14 GAUGE 4" X 8" TRENCH LINED W/ 12" OF FABRIC AND COMPACTED FILL ON TOP NOTES: 1. WIRE FENCE (IF USED) SHALL BE MINIMUM 14 GAUGE WITH A MAXIMUM MESH OPENING OF 6-INCHES. 2. SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF POLYOLEFIN'S OR POLYESTER, WHICH IS CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING TO THE REQUIREMENTS IN ASTM D 6461 AND ALSO SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS ACCORDING TO ASTM D 4355. 3. SEE THE NC EROSION CONTROL MANUAL FOR SPECIFICATIONS INSTALLING SEDIMENT FENCE USING THE SLICING METHOD MACHINERY. TEMPORARY SILT FENCE NOT TO SCALE NOTES: 1. USE MINIMUM 12" DIA. EXCELSIOR WATTLE. 2. USE 2"x2" WOODEN STAKES 2-FT IN LENGTH ON THE UPSLOPE AND DOWNSLOPE AT AN ANGLE TO WEDGE THE WATTLE TO THE BOTTOM OF THE SWALE. 3. STAPLE EVERY 1 LF ON BOTH SIDES OF THE WATTLE TO SECURE IT TO THE BOTTOM OF THE SWALE. TEMPORARY WATTLE DETAIL NOT TO SCALE La, LENGTH W, W I D T H RIP-RAP THICK (t)STORM DRAIN PIPE PLAN FLOW X X X X X X X X X X X X X X X X X X X X X X X X X X NON-WOVEN FILTER FABRIC SECTION STORM DRAIN PIPE TAILWATERSLOPE = 0% PIPE OUTLETS SHALL HAVE FLARED END SECTIONS (UNLESS OTHERWISE INDICATED OR IF PIPES ENTERING PONDS ARE SUBMERGED) NCDOT CLASS B (d50=8") EROSION CONTROL STONE ON A LAYER OF 4" NCDOT #5 OR #57 STONE (t) RIP-RAP APRON DETAIL NOT TO SCALE RIPRAP LOCATIONS PIPE DIA. (IN.) LENGTH, La (ft) PIPE OUTLET WIDTH (FT.) DOWNSTREAM WIDTH, W (FT.) RIP-RAP APRON SCHEDULE STONE THICKNESS t (IN.) 24CULVERT CROSSING #1 13.5" 124815FES 100 13.5"12 (GEOTEX 801 OR APPROVED SUBSTITUTE) JSR RDG, P.E. NOT TO SCALE CHECKED BY SCALE DRAWN BY DATE:JAN, 2015 STANDARD DETAIL SD 15-09 NORTH CAROLINA ILMINGTONWCITY OF CITY OF WILMINGTON ENGINEERING PO BOX 1810 WILMINGTON, NC 28402 (910) 341-7807 SHEET 1 of 2 JSR RDG, P.E. NOT TO SCALE CHECKED BY SCALE DRAWN BY DATE:JAN, 2015 STANDARD DETAIL SD 15-09 NORTH CAROLINA ILMINGTONWCITY OF CITY OF WILMINGTON ENGINEERING PO BOX 1810 WILMINGTON, NC 28402 (910) 341-7807 SHEET 2 of 2 NOTE: THE CRITICAL ROOT ZONE (CRZ) OF A TREE IS WHERE THE MAJORITY OF A TREE'S ROOTS LAY. 85% OF MOST TREE ROOTS ARE FOUND IN THE TOP 24" OF THE SOIL AND SUPPLY THE MAJORITY OF NUTRIENTS AND WATER. GENERALLY, ROOTS SPREAD OUT 2-3X THE HEIGHT OF THE TREE. ORANGE SAFETY FENCE OR ORANGE SILT FENCE (TYPICAL) CRZ NOTES: 1.PROTECT CRITICAL ROOT ZONE (CRZ) OF TREES PRIOR TO CONSTRUCTION. CLEARLY MARK THE TREES AND ERECT A PROTECTIVE BARRIER AT THE CRZ. BARRIER SHALL BE MAINTAINED UNTIL CONSTRUCTION IS COMPLETE. 2.CRZ RADIUS IS 1 FT PER INCH OF TREE DIAMETER AT BREAST HEIGHT (DBH). 3.IF CONSTRUCTION OCCURS WITHIN THE CRZ, AT LEAST 12" OF MULCH AND/OR LOGGING MATTS SHALL BE PLACED WHERE MACHINERY MANEUVERS TO REDUCE SOIL COMPACTION IN THIS ZONE. 4.WHERE SIDEWALKS AND PATHWAYS PASS WITHIN CRZ, EXTRA CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE ROOTS. ALTERNATE CONSTRUCTION METHODS, SUCH AS A REINFORCED SIDEWALK, SHALL BE IMPLEMENTED AS NECESSARY. 5.FOR ALL TREES, CUTTING OF LARGE STRUCTURAL ROOTS LOCATED NEAR THE BASE OF THE TRUNK IS PROHIBITED. DO NOT COMPACT SOIL BENEATH TREES. NO VEHICLE SHALL BE ALLOWED TO PARK UNDER TREES. NO MATERIALS OR EQUIPMENT SHALL BE STORED BENEATH TREES. DAMAGING THE BARK WITH LAWNMOWERS, CONSTRUCTION EQUIPMENT, OR ANYTHING ELSE IS PROHIBITED. CONTRACTOR SHALL REPAIR DAMAGE TO TREES. 6.FAILING TO INSTALL OR MAINTAIN PROTECTION MEASURES SHALL RESULT IN A STOP WORK ORDER AND FINE OF $500/DAY. DISTURBANCE OTHER THAN THAT ALLOWED ON THE APPROVED PLAN WILL REQUIRE OWNER TO POST A LETTER OF CREDIT FOR 3 YRS FOR TREE MITIGATION. 3' MIN DBH NOTE: CROWN OF THE TREE IS NEEDED FOR LEAF GROWTH TO PRODUCE OXYGEN, FILTER THE AIR, REDUCE WIND AND SOFTEN NOISE. DO NOT DISFIGURE CROWN WITH INTENSIVE PRUNING. 8' MAX TREE PROTECTION DURING CONSTRUCTION TREE PROTECTION DURING CONSTRUCTION STEEL POST FRONT VIEW SIDE VIEW 2'- 0 " 3'- 0 " 26 " 40" WARNING SIGN DETAIL 18" VARIABLE AS DIRECTED BY THE ENGINEER 8' MAX. GRADE TREE PROTECTION AREA DO NOT ENTER ORANGE, UV RESISTANT HIGH - TENSILE STRENGTH POLY BARRICADE FABRIC (TYPICAL) ORANGE, UV RESISTANT HIGH - TENSILE STRENGTH POLY BARRICADE FABRIC (TYPICAL) WARNING SIGN PLASTIC OR WIRE TIES NOTES: 1.THE TREE PROTECTION FENCING SHALL NOT BE VIOLATED FOR THE ENTIRE DURATION OF THE PROJECT WITHOUT APPROVAL FROM URBAN FORESTRY STAFF. 2.WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL. LETTERS TO BE 3" HIGH, MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED. 3.SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER. FOR TREE PROTECTION AREAS LESS THAN 100' IN PERIMETER, PROVIDE NO LESS THAN TWO SIGNS PER PROTECTION AREA. 4.ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. MAINTAIN TREE PROTECTION FENCE AND SIGNS THROUGHOUT DURATION OF PROJECT. 5.TREE PROTECTION FENCING AND SIGNAGE SHALL BE REMOVED AFTER CONSTRUCTION. 6.ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF WILMINGTON, BASED ON ACTUAL FIELD CONDITIONS. WARNING SIGN ZONA PROTECTORA PARA LOS ARBOLES PROHIBIDO ENTRAR TREE PROTECTION AREA DO NOT ENTER ZONA PROTECTORA PARA LOS ARBOLES PROHIBIDO ENTRAR DANDY SACK INLET PROTECTION NOT TO SCALE 614 7.6 SILT FENCE WATTLE BREAK DETAIL NOT TO SCALE ROCK PIPE INLET PROTECTION NOT TO SCALE * HORIZONTAL STAPLE SPACING SHOULD BE ALTERED IF NECESSARY TO ALLOW STAPLES TO SECURE THE CRITICAL POINTS ALONG THE CHANNEL SURFACE. ** IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO PROPERLY ANCHOR THE BLANKETS. A. OVERLAPS AND SEAMS B. PROJECTED WATER LINE C. CHANNEL BOTTOM/SIDE SLOPE VERTICES CRITICAL POINTS 6" (1 5 C M ) 4"-6" (10CM-15CM) 12" (30CM) 6" (15CM) 6" (1 5 C M ) 6" (1 5 C M ) 4" (10CM) 4" (1 0 C M ) 2"-5" (5CM-12.5CM) C B A B C A NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. ROLLED EROSION CONTROL LINING NOT TO SCALE NOTES: 1. 2:1 SIDE SLOPES. 2. DITCH TO BE FULLY LINED WITH EROSION CONTROL BLANKETS PRIOR TO SEEDING & MULCHING FROM TOP OF BANK TO TOP OF BANK, AS REQUIRED BY LAND QUALITY. 3. PROPOSED SWALES WILL HAVE A BOTTOM WIDTH OF 2 FEET. 4. SEE PLAN FOR HORIZONTAL LOCATION OF SWALES. 5. SWALES TO BE CONSTRUCTED WITH 6" OF DEPTH ADDED TO CALCULATED DEPTH ABOVE. TYPICAL SWALE NOT TO SCALE X TOP OF BANK XX X X X WIDTH VARIES SEE PLAN DIGGING DITCH - SEE SEED & MULCH AFTER NOTE BELOW 2' SCHEDULE 40 PVC PIPE (BARREL OR ARM) PVC VENT PIPE PVC VENT PIPE WATER ENTRY UNIT WITH TRASH SCREEN TOP VIEW END VIEW ORIFICE OPENING INSIDE THE HORIZONTAL TUBE WITH A CONSTANT HYDRAULIC HEAD FLOAT FLOAT EARTHEN EMBANKMENT L = 1.4 x DEPTH TO THE OVERFLOW MINIMUM LENGTH APPLIES FAIRCLOTH SKIMMER TO POND OUTLET BOX DRAWN BY T. R. EVANS 10/10 R WATER ENTRY UNIT J. W. FAIRCLOTH & SON INC.WWW.FAIRCLOTHSKIMMER.COM TELEPHONE: (919) 732-1244 FAX: (919) 732-1266 EMAIL: WARREN@FAIRCLOTHSKIMMER.COM EMERGENCY SPILLWAY FLEXIBLE HOSE SCHEDULE 40 PVC PIPE (BARREL OR ARM) GENERAL NOTES: 1.PROPER DESIGN MUST BE COMPLETED TO MINIMIZE PIPING AROUND DISCHARGE PIPE. 2.PROPER ORIFICE OPENING MUST BE SELECTED TO ENSURE POND DRAINS IN CORRECT AMOUNT OF TIME. MODIFICATIONS MAY BE REQUIRED IF FIELD CONDITIONS WARRANT A CHANGE. 3.EMERGENCY SPILLWAY MUST BE CORRECTLY SIZED AND EROSION PROTECTION INSTALLED. 4.INSPECT SYSTEM REGULARLY TO ENSURE IT IS FUNCTIONING IN A CORRECT MANNER. 5.EIGHT SIZES OF SKIMMERS ARE AVAILABLE, REFER TO THE FLOW SHEET, CUT SHEET, AND INSTRUCTIONS ON WEB SITE FOR EACH SIZE. FLEXIBLE HOSE TO CONNECT TO EXISTING POND OUTLET STRUCTURE (SEE POND DETAILS) SKIMMER SIZE (IN.)BASIN # 2.5TSB 1 SKIMMER ORIFICE (IN.) 2.0 TEMPORARY FAIRCLOTH SKIMMER DETAIL NOT TO SCALE MAXIMUM LEVEL OF SEDIMENT COLLECTED, CLEAR BASIN WHEN THIS LEVEL IS REACHED TOP EL. 15.00 FAIRCLOTH SKIMMER (OR APPROVED EQUAL) BASE = 2.5" SKIMMER - ORIFICE Ø = 2.0" (SEE DETAIL) ATTACH SKIMMER(S) TO 2"Ø SCH. 40 PVC PIPE (EL. = 14.00) EMERGENCY SPILLWAY EL.=14.50 (SEE DETAIL) DRAWDOWN VOLUME EL.14.00 TO EL.14.50 SEDIMENT BASIN #1 DETAIL NOT TO SCALE BOTTOM ELEVATION = 11.00 3' S E D I M E N T ST O R A G E Z O N E (T O T A L B A S I N CA P A C I T Y ) 1. 5 ' M A X . SE D I M E N T DE P T H 1. 0 ' F L O O D ST O R A G E CO L O N I A L M A T E R I A L S NE W H A N O V E R C O U N T Y NO R T H C A R O L I N A 22319.PE OL D M B C O F F I C E , L L C 14 0 4 C O M M O N W E A L T H D R I V E , S U I T E 2 5 0 WI L M I N G T O N , N C 2 8 4 0 3 DA T E : SC A L E : DE S I G N E D : DR A W N : CH E C K E D : PEI JOB#: CO N C E P T U A L L A Y O U T : PR E L I M I N A R Y L A Y O U T : FI N A L D E S I G N : RE L E A S E D F O R C O N S T : PR O J E C T S T A T U S RE V I S I O N S : DR A W I N G I N F O R M A T I O N SEAL CL I E N T I N F O R M A T I O N : 12 2 C i n e m a D r i v e Wi l m i n g t o n , N o r t h C a r o l i n a 2 8 4 0 3 (9 1 0 ) 7 9 1 - 6 7 0 7 ( O ) ( 9 1 0 ) 7 9 1 - 6 7 6 0 ( F ) NC L i c e n s e # : C - 2 8 4 6 FI N A L D E S I G N - N O T R E L E A S E D F O R C O N S T R U C T I O N N O R T H CAROLIN A PR O FESSION ENGI N E E R SEAL A L 0 3 1 5 9 1 R O BERT P. B A L L A ND 06/13/2023 SI T E D E T A I L S C-5.2 05 / 3 1 / 2 3 AS S H O W N RP B RP B RP B EXISTING GROUND COMPACTED BACKFILL TO 98% STD. PROCTOR IF UNDER PAVEMENT COMPACTED BACKFILL PER SPECS AND GEOTECH REPORT 6" M I N . MI N . 1 2 " 6" PI P E D I A . VA R I E S PIPE WIDTH + 24" INITIAL BACKFILL MATERIAL CLASS I, II, OR III. SEE SPECS. BEDDING CLASS I, II, OR III MATERIAL FOR MIN. 4" FOR <24"HDPE AND MIN. 6" FOR >30"HDPE SEE SPECS. NOT TO SCALE STORM DRAIN HDPE/HP PIPE TRENCH DOWNSPOUT SEE ARCH. PLANS FOR SIZE 1% MIN. SLOPE SEE NOTE #1 1'- 4 " M I N . WATER TIGHT CONNECTION BUILDING 2' - 0 " 6"MA X . UPSIZE HEADER ONE PIPE DIAMETER LARGER THAN LEADER PAVEMENT BY BUILDING CONTRACTOR BY SITE CONTRACTOR 45° ELBOW SHEET METAL TRANSITION BY SHEET METAL TRADES DOWNSPOUT CONNECTION DETAIL NOT TO SCALE PIPE LEADER NOTES: 1) FOR ALL DEPTHS OF COVER LESS THAN TWO (2) FEET, PIPE MUST BE SCHEDULE 40 PVC. FOR DEPTHS OF COVER GREATER THAN TWO (2) FEET, FLEXIBLE PIPE MAY BE USED. REFER TO SPECIFICATIONS FOR ALLOWABLE PIPE TYPES. 2) THE DOWNSPOUT COLLECTOR DRAIN SHALL BE INSTALLED BEFORE THE DOWNSPOUTS ARE INSTALLED ON THE BUILDING. SITE WORK CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK TO AND INCLUDING THE CAP. BUILDING CONTRACTOR SHALL BE RESPONSIBLE FOR EXTENDING DOWNSPOUT THROUGH CAP. 3) INSTALL PIPES CLEAR OF PORCHES, BOLLARDS, AND OTHER BUILDING APPURTENANCES. NOTES: 1.INSTALLATION DETAIL REFERENCES ASTM C-1479, "STANDARD PRACTICE FOR INSTALLATION OF CONCRETE SEWER, STORM DRAIN, AND CULVERT PIPE USING STANDARD INSTALLATIONS," LATEST EDITION. 2.EXCAVATION FOR STORM DRAINAGE PIPE SHALL BE TO THE LINES AND GRADES AS SHOWN ON THE DRAWINGS. 3.THE BEDDING SHALL PROVIDE A FIRM FOUNDATION OF UNIFORM DENSITY ALONG THE ENTIRE LENGTH OF PIPE. RECESSES SHALL BE MADE TO ACCOMMODATE BELLS AND JOINTS. 4.WHERE UNSUITABLE SOILS ARE ENCOUNTERED AS DEFINED PER THE SPECIFICATIONS, UNSUITABLE SOILS MUST BE UNDERCUT AND FILLED WITH SUITABLE SOIL AND COMPACTED TO NOT LESS THAN 95 PERCENT OF MAXIMUM DRY UNIT WEIGHT IN ACCORDANCE WITH ASTM D 698. BEDDING MATERIAL PER SPECS 3.0" FOR <=36" PIPE 5.0" FOR >36" PIPE PIPE O.D. FOUNDATION TRAFFIC AREAS OR NON-TRAFFIC AREAS PER SPECS (0.50 x O.D.) MIDDLE BEDDING LOOSELY PLACED BEDDING 12" MIN. OR ADEQUATE WORKING SPACE TO ACHIEVE COMPACTION HAUNCHING MATERIAL PER SPECS BACKFILL MATERIAL PER SPECS 98% M.D.D. FOR TRAFFIC AREAS 95% M.D.D. FOR NON-TRAFFIC AREAS NOT TO SCALE STORM DRAIN CONCRETE PIPE TRENCH 6" GRADUATED BENCHMARK POST- DRIVE POST 12" DEEP AND MARK IN TENTHS OF A FOOT STARTING WITH DESIGN ELEVATION AT BOTTOM OF BASIN SHWT EL. 7.80 1 3 TOP OF BASIN EL. 14.00 1 3 1.5" DESIGN STORAGE EL. 11.91 MAINTENANCE NOTE: WHEN SEDIMENT ACCUMULATES TO A DEPTH (AS SHOWN BY THE BENCHMARK) THAT REDUCES BASIN VOLUME TO 75% OF ITS DESIGN VOLUME, THE SEDIMENT MUST BE REMOVED TO RESTORE THE INFILTRATION BASIN TO ITS ORIGINAL DESIGN STORAGE DEPTH. 12" DESIGN NOTE: THIS DETAIL DEPICTS THE DESIGN TO BE IMPLEMENTED FOR THE INFILTRATION BASIN. PLEASE REFER TO PLAN SHEET C-3.0 FOR SPECIFIC BASIN DEPTH, ELEVATIONS, AND OUTLET STRUCTURE SIZE/ LOCATION. INFILTRATION BASIN #1 DETAIL NOT TO SCALE BASIN BOTTOM SHALL BE LINED WITH 4" OF CLEAN FINE SAND AS SPECIFIED BY THE GEOTECH. ENGINEER BOTTOM EL. 9.83 FILTER FABRIC 50' 6" THICK CLASS 'B' RIP-RAP EL. 12.75 (TOP OF RIP-RAP) EL. 14.00 INFILTRATION BASIN #1 SPILLWAY DETAIL: NOT TO SCALE EMERGENCY SPILLWAY EL. 12.75 10 YR. STORM PEAK EL. 12.03 25 YR. STORM PEAK EL. 12.82 100 YR. STORM PEAK EL. 13.22 TOP OF BASIN EL. 14.00 STORM SCHEDULE CO L O N I A L M A T E R I A L S NE W H A N O V E R C O U N T Y NO R T H C A R O L I N A 22319.PE OL D M B C O F F I C E , L L C 14 0 4 C O M M O N W E A L T H D R I V E , S U I T E 2 5 0 WI L M I N G T O N , N C 2 8 4 0 3 DA T E : SC A L E : DE S I G N E D : DR A W N : CH E C K E D : PEI JOB#: CO N C E P T U A L L A Y O U T : PR E L I M I N A R Y L A Y O U T : FI N A L D E S I G N : RE L E A S E D F O R C O N S T : PR O J E C T S T A T U S RE V I S I O N S : DR A W I N G I N F O R M A T I O N SEAL CL I E N T I N F O R M A T I O N : 12 2 C i n e m a D r i v e Wi l m i n g t o n , N o r t h C a r o l i n a 2 8 4 0 3 (9 1 0 ) 7 9 1 - 6 7 0 7 ( O ) ( 9 1 0 ) 7 9 1 - 6 7 6 0 ( F ) NC L i c e n s e # : C - 2 8 4 6 FI N A L D E S I G N - N O T R E L E A S E D F O R C O N S T R U C T I O N N O R T H CAROLIN A PR O F ESSION ENGIN E E R SEAL A L 0 3 1 5 9 1 R O BERT P. B A L L A ND 05/31/2023 SI T E D E T A I L S C-5.3 05 / 3 1 / 2 3 AS S H O W N RP B RP B RP B STORM DRAIN 2X3 INLET GRATE CO L O N I A L M A T E R I A L S NE W H A N O V E R C O U N T Y NO R T H C A R O L I N A 22319.PE OL D M B C O F F I C E , L L C 14 0 4 C O M M O N W E A L T H D R I V E , S U I T E 2 5 0 WI L M I N G T O N , N C 2 8 4 0 3 DA T E : SC A L E : DE S I G N E D : DR A W N : CH E C K E D : PEI JOB#: CO N C E P T U A L L A Y O U T : PR E L I M I N A R Y L A Y O U T : FI N A L D E S I G N : RE L E A S E D F O R C O N S T : PR O J E C T S T A T U S RE V I S I O N S : DR A W I N G I N F O R M A T I O N SEAL CL I E N T I N F O R M A T I O N : 12 2 C i n e m a D r i v e Wi l m i n g t o n , N o r t h C a r o l i n a 2 8 4 0 3 (9 1 0 ) 7 9 1 - 6 7 0 7 ( O ) ( 9 1 0 ) 7 9 1 - 6 7 6 0 ( F ) NC L i c e n s e # : C - 2 8 4 6 FI N A L D E S I G N - N O T R E L E A S E D F O R C O N S T R U C T I O N N O R T H CAROLIN A PR O FESSION ENGIN E E R SEAL A L 0 3 1 5 9 1 R O BERT P. B A L L A ND 05/31/2023 SI T E D E T A I L S C-5.4 05 / 3 1 / 2 3 AS S H O W N RP B RP B RP B CO L O N I A L M A T E R I A L S NE W H A N O V E R C O U N T Y NO R T H C A R O L I N A 22319.PE OL D M B C O F F I C E , L L C 14 0 4 C O M M O N W E A L T H D R I V E , S U I T E 2 5 0 WI L M I N G T O N , N C 2 8 4 0 3 DA T E : SC A L E : DE S I G N E D : DR A W N : CH E C K E D : PEI JOB#: CO N C E P T U A L L A Y O U T : PR E L I M I N A R Y L A Y O U T : FI N A L D E S I G N : RE L E A S E D F O R C O N S T : PR O J E C T S T A T U S RE V I S I O N S : DR A W I N G I N F O R M A T I O N SEAL CL I E N T I N F O R M A T I O N : 12 2 C i n e m a D r i v e Wi l m i n g t o n , N o r t h C a r o l i n a 2 8 4 0 3 (9 1 0 ) 7 9 1 - 6 7 0 7 ( O ) ( 9 1 0 ) 7 9 1 - 6 7 6 0 ( F ) NC L i c e n s e # : C - 2 8 4 6 FI N A L D E S I G N - N O T R E L E A S E D F O R C O N S T R U C T I O N N O R T H CAROLIN A PR O FESSION ENGI N E E R SEAL A L 0 3 1 5 9 1 R O BERT P. B A L L A ND 05/31/2023 SI T E D E T A I L S C-5.5 05 / 3 1 / 2 3 AS S H O W N RP B RP B RP B CA R O L I N A N A T U R A L G A S CO M P A N Y E A S E M E N T LO C A T I O N P E R D E E D B O O K CMF S 8 9 ° 0 2 ' 3 6 " E 2 0 7 . 1 0 ' L9 N 2 6 ° 3 8 ' 3 1 " E 1 7 4 . 7 4 ' 20 2 , 4 7 6 S . F . ± 4.6 5 A C . ± LLP 8 LLP 12 OAK 6 OAK 6 OAK 12 LLP 8 OAK 8 LLP 8 O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E 19 19 1 9 19 1 9 18 1 8 1 8 1 8 18 18 18 1817 1 7 1 7 17 1 7 17 17 1 6 1 6 1 6 1 6 1 6 16 16 16 15 1 5 15 15 1 5 15 15 1 4 14 14 14 14 14 13 13 13 13 1 2 12 12 1 2 12 11 1 0 XX REF.BYOWNER REF .BY OW N E R VEN D I N G BYOWN E R 101 102 103 104 106 108109 115 116 117 107 105 VEN D I N G BY OW N E R VITREOUS CHINALAVATORYCAXTONK-2212 VITREOUS CHINALAVATORYCAXTONK-2212 SS SS SS SS SS SS SS SS SS F W W T P T P T P T P T P T P T P T P TP T P TP TP T P T P T P LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D 16 18 17 17 19 18 17 1313 1514 19 16 16 1 6 R E P A I R A R E A ST CO L O N I A L M A T E R I A L S NE W H A N O V E R C O U N T Y NO R T H C A R O L I N A 22319.PE OL D M B C O F F I C E , L L C 14 0 4 C O M M O N W E A L T H D R I V E , S U I T E 2 5 0 WI L M I N G T O N , N C 2 8 4 0 3 DA T E : SC A L E : DE S I G N E D : DR A W N : CH E C K E D : PEI JOB#: CO N C E P T U A L L A Y O U T : PR E L I M I N A R Y L A Y O U T : FI N A L D E S I G N : RE L E A S E D F O R C O N S T : PR O J E C T S T A T U S RE V I S I O N S : DR A W I N G I N F O R M A T I O N SEAL CL I E N T I N F O R M A T I O N : 12 2 C i n e m a D r i v e Wi l m i n g t o n , N o r t h C a r o l i n a 2 8 4 0 3 (9 1 0 ) 7 9 1 - 6 7 0 7 ( O ) ( 9 1 0 ) 7 9 1 - 6 7 6 0 ( F ) NC L i c e n s e # : C - 2 8 4 6 FI N A L D E S I G N - N O T R E L E A S E D F O R C O N S T R U C T I O N ON S I T E S E P T I C P L A N AN D D E T A I L S C-5.6 05 / 3 1 / 2 3 AS S H O W N RP B RP B RP B GENERAL NOTES: 1.PROPERTY INFORMATION ACCORDING TO SURVEY BY PARAMOUNTE ENGINEERING. 2.SEPTIC DESIGN BASED OFF OF SOILS REPORT - THE DAVEY GROUP [ DRG REPORT (NICK HOWELL, LSS) 6/7/23]. 3.PROPOSED USE OF THE PROPERTY IS A 15 EMPLOYEE COMMERCIAL OFFICE. THE ON-SITE WASTEWATER SYSTEM DESIGN FLOW IS BASED ON 15 x 25 GAL/EMPLOYEE/SHIFT = 500 GPD. 4.THE ON-SITE WASTEWATER SYSTEM & SANITARY SEWER LATERAL SHALL MEET ALL APPLICABLE STATUTES, RULES, AND CODES. 5.CONTRACTOR SHALL INSTALL WATER SERVICE & STORM WATER DRAINAGE SYSTEM FOR THE RESIDENCE IN A MANNER THAT MAINTAINS THE MINIMUM REQUIRED SETBACKS FROM THE ON SITE WASTE WATER SYSTEM. 6.THE PERMIT SHALL BE AN ENGINEER-OPTION PERMIT UNDER THE LIABILITY OF PARAMOUNTE ENGINEERING, THE DAVEY GROUP SOIL SCIENTISTS, AND THE CONTRACTOR, TODD PARKER WITH THE PARKER GROUP (910) 232-6505. NA D 8 3 GRAPHIC SCALE 1" = 20' 0 20 40 60 1500 GAL. SEPTIC TANK T&J HORIZ. PANELS (2) 65LF TRENCHES 20-36" TRENCH BOTTOM BELOW GRADE. SETBACK FROM PROPERTY LINE 10 FT D-BOX, TYP. 15 F T 8 F T 18 FT MAINTENANCE RECOMMENDATIONS 1.CLEAN EFFLUENT FILTERS PER MANUFACTURER'S RECOMMENDATION. 2.TEST HIGH WATER ALARM, ON-OFF SWITCHES IN THE CONTROL PANEL AND FLOAT OPERATION MONTHLY. 3.INSPECT SEPTIC TANK SEMI-ANNUALLY. INSPECT PUMP TANK MONTHLY. PUMP IF NECESSARY. 4.VISUALLY INSPECT PUMPS AND CONTROLS QUARTERLY FOR CORROSION AND OTHER POSSIBLE SOURCES OF FAILURE. 5.CHECK TANKS FOR BLOCKAGES DURING ALL ROUTINE INSPECTIONS. 6.INSPECT NITRIFICATION FIELD MONTHLY FOR EROSION AND/OR SURFACING OF EFFLUENT. 7.MOW GRASS ON DRAIN FIELD TO KEEP BLADES SHORTER THAN 2.5 INCHES. MAINTAIN PERMANENT GRASS COVER OVER DRAIN FIELD. 8.CLEAN OUT LATERAL LINES SEMI-ANNUALLY, OR MORE OFTEN IF NECESSARY. SEPTIC TANK NOTES: 1.THE TANK SHALL MEET ALL APPLICABLE REGULATIONS, INCLUDING BY NOT LIMITED TO, 15A NCAC 18A .1952. 2. ALL LOOSE MATERIALS INSIDE TANK SHALL BE REMOVED AND TANK SHALL BE SWEPT PRIOR TO INTRODUCING EFFLUENT. 3. ALL INLET AND OUTLET TEES SHALL BE MOUNTED TO PIPE WITH STAINLESS STEEL SCREW AND SHALL BE VISIBLE IN MANHOLE OPENINGS. 4. TANK PENETRATIONS SHALL BE THROUGH A RESILIENT, WATERTIGHT, SEALED NON-COROSSIVE, AND FLEXIBLE CONNECTION SLEEVE. 5. ACCESS RISERS SHALL BE A MIN. DIAMETER OF 24". IF ACCESS RISER IS GREATER THAN 24" IN HEIGHT, THE MIN. DIAMETER SHALL BE 36". ACCESS COVER SHALL HAVE A MINIMUM OPENING ADEQUATE TO ACCOMMODATE THE INSTALLATION OR REMOVAL OF THE SEPTIC TANK LID, SEPTAGE REMOVAL, AND MAINTENANCE OF THE EFFLUENT FILTER. 6. THE BAFFLE WALL SHALL BE LOCATED AT A POINT NOT LESS THAN TWO-THIRDS NOR MORE THAN THREE-FOURTHS THE LENGTH OF THE TANK FROM THE INLET END. THE 4" WEIR WITHIN THE BAFFLE WALL SHALL RUN THE ENTIRE WIDTH OF THE TANK. 7. THE INLET SANITARY TEE SHALL EXTEND A MIN. OF 8" BELOW THE LIQUID LEVEL DEPTH, BUT IN NO CASE GREATER THAN THE DEPTH OF THE OUTLET TEE. THE OUTLET SANITARY TEE SHALL BE A AN EFFLUENT FILTER SUPPORT CASE, WITH THE BOTTOM INLET EXTENDING BETWEEN 25-40% OF THE LIQUID DEPTH. 8.IF THE TANK IS GOING TO BE SUBJECT TO VEHICULAR TRAFFIC, THE CONTRACTOR SHALL PROVIDE A TANK MEETING H-20 LOADING REQUIREMENTS. 9.THE EFFLUENT FILTER SHALL BE APPROVED BY NCDEH AND SHALL FUNCTION WITHOUT A BYPASS OF UNFILTERED WASTEWATER, SLUDGE, OR SCUM. THE EFFLUENT FILTER CASE SHALL BE DESIGNED TO FUNCTION AS A SANITARY TEE WITH THE INLET EXTENDING DOWN TO BETWEEN 25 AND 40 PERCENT OF THE LIQUID DEPTH. PPBPS INSPECTION NOTES: 1.THE STAKE-OUT LOCATION OF THE PROPOSED ON-SITE WASTEWATER SYSTEM TO ENSURE PLAN CONFORMANCE PRIOR TO THE COMMENCEMENT OF SYSTEM INSTALLATION. DEPTH OF THE SYSTEM SHALL FOLLOW THE DAVEY GROUP SOIL REPORT, NICK HOWELL, LSS. 2.HORIZONTAL AND VERTICAL ELEVATION SURVEY CONTROLS RELATIVE TO THE DESIGN PLAN WERE ESTABLISHED AND MAINTAINED BY THE CONTRACTOR. 3.THE PROFILE OF THE AREA IS SUCH THAT SURFACE RUNOFF FLOWS AWAY FROM THE SEPTIC SYSTEM. 4.TRENCHES ARE 3' WIDE AND HAVE A SEPARATION OF AT LEAST 9-FT CENTER TO CENTER FOR HORIZONTAL INSTALLATION. 5.THE SIDEWALLS OF NITRIFICATION TRENCHES PLACED IN GROUP IV SOILS ARE RAKED TO OPEN PORES WHICH WERE DAMAGED OR SEALED DURING EXCAVATION. 6.ENSURE THAT THE BED AREA WAS EXCAVATED TO PROPER LENGTH AND WIDTH. 7.DETERMINE THAT THE PROPER NUMBER OF PANELS WERE INSTALLED IN EACH NITRIFICATION LINE. 8.SHOOT GRADE OFF THE CAP BLOCKS TO SEE IF LINES ARE LEVEL OR LESS THAN 0.25-INCH OF FALL PER TEN FEET. 9.LIFT SEVERAL CAP BLOCKS TO ENSURE THE PVC PIPE EXTENDS FROM INNER CHAMBER OF ONE PANEL TO THE INNER CHAMBER OF THE FOLLOWING PANEL AND INSPECT INNER AND OUTER SEALS. 10.ENSURE THAT THE PROPER BACKFILL SAND WAS USED (EITHER A CLEAN, SCREENED RIVER SAND OR A CONCRETE SAND; NATURALLY OCCURRING SANDS, NO MAN-MADE SANDS).NOT TO SCALE T & J HORIZONTAL PANEL BLOCK SYSTEM (TYP. TRENCH) ONLY ONE 2" DISTRIBUTION PIPE IS NEEDED IN THE HORIZONBTAL PANEL UPSLOPE OF THE FIELD. NOT TO SCALE 1500 GAL PRECAST SEPTIC TANK 4" SCH. 40 PVC @ MIN 1% SLOPE TO D-BOX SEPTIC TANK 1500 GAL SANITARY TEE W/ EFFLUENT FILTER POLY-LOK PL-68 EFFLUENT FILTER BAFFLE WALL W/ 4" WEIR [SEE NOTE] 2" VENT MIN. 2" MIN. 24" SQ. MIN.24" SQ. MIN. 4" SCH. 40 PVC @ MIN 1% SLOPE FROM BLDG. RISERS IF NEEDED ROYMAC INDUSTRIAL PARK ROYM A C D R SUTT O N L A K E R D F R E D R I C K S O N R D SUTT O N L A K E R D FIRE STATION 421 140 U S H I G H W A Y 4 2 1 ROYMAC INDUSTRIAL PARK ROYM A C D R SUTT O N L A K E R D F R E D R I C K S O N R D SUTT O N L A K E R D FIRE STATION 421 140 U S H I G H W A Y 4 2 1 U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G U G N 5 7 ° 1 4 ' 0 1 " E 8 4 1 . 8 1 ' T O T A L N 5 7 ° 1 4 ' 0 1 " E 8 2 7 . 3 1 ' T O T A L 65 . 1 0 ' 77 6 . 7 0 ' 65 . 1 0 ' 76 2 . 2 1 ' OH E OH E OHE EXISTING BUILDING EXISTING PAVED PARKING W W W EXISTING PAVED PARKING X X X X X X X X TV TV LLP 16 OAK 15 OAK 15 LLP 18 LLP 12 OAK 8 LLP 12 LLP 12LLP 12OAK 8 LLP 12 CED 12 LLP 16 MAG 7 OAK 8 OAK 8 LLP 12 MAG 6 OAK 8 LLP 15 LLP 12LLP 12 OAK 18 OAK 20 LLP 12 OAK 16 LLP 12 LLP 12 LLP 12 LLP 14 LLP 14 LLP 13 LLP 14 LLP 15 LLP 12 CHR 4 LLP 12 LLP 12 OAK 8 OAK 8 LLP 12 OAK 8LLP 13 LLP 15LLP 12 LLP 12 LLP 12 LLP 12 LLP 14LLP 12 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O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E 25' STREETYARD 50' BUILDING SETBACK X X X XXXXXXXX X X X X X X X X X X SU T T O N L A K E R O A D 60 ' P U B L I C R / W 6F 6F REF.BYOWNER REF.BYOWNE R VENDINGBYOWNER 101 102 103 104 106 108 109 110 112 113 114 115 116 117 111 107 105 VENDIN GBYOWNER VITREOUS CHINALAVATORYCAXTONK-2212 VITREOUS CHINALAVATORYCAXTONK-2212 0.75 W W W W W W W W W W W W W W W W W W W W W W W W W W 6F 6F 6F 6F 6F 6F 6F 6F 6F 6F 6F 6F 6F 6F 11 12 13 14 15 SED I M E N T TRA P # 1 TP TP TP TPTPTP TP TP T PTP TP TP TP TP TPTP 16 17 17 16 18 17 16 18 1 8 19 17 15 16 1 6 16 17 17 18 16 15 14 13 13141516 12 13 14 12 1 2 1 3 13 13 1 3 1 2 15 16 19 18 17 16 16 16 1 6 1616 17 18 1313 1514 19 16 16 16 16 16 17 17 17 1817161514141516 18 17 16 111213 14 13 14 13 12 1114151717 17 16 15 14 14 15 16 R E P A I R A R E A ST 16 17 16 14 15 16 17 1615 14 15 16 17LODLODLODLODLODLODLOD LO D LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LODLODLODLODLODLOD LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D L O D L O D L O D L O D L O D L O D L O D L O D LOD LOD LOD L O D L O D L O D L O D L O D L O D LOD LOD LOD LOD LO D LO D LO D LO D LO D LOD LOD LOD LOD L O D LODLODLODLODLODLODLODLOD LO D LO D LO D LO D LO D LO D L O D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLO D LODLODLODLODLODLODLODLODLODLODLOD U.S. HIGHWAY 421 150' PUBLIC R/W CO L O N I A L M A T E R I A L S NE W H A N O V E R C O U N T Y NO R T H C A R O L I N A 22319.PE OL D M B C O F F I C E , L L C 14 0 4 C O M M O N W E A L T H D R I V E , S U I T E 2 5 0 WI L M I N G T O N , N C 2 8 4 0 3 DA T E : SC A L E : DE S I G N E D : DR A W N : CH E C K E D : PEI JOB#: CO N C E P T U A L L A Y O U T : PR E L I M I N A R Y L A Y O U T : FI N A L D E S I G N : RE L E A S E D F O R C O N S T : PR O J E C T S T A T U S RE V I S I O N S : DR A W I N G I N F O R M A T I O N SEAL CL I E N T I N F O R M A T I O N : 12 2 C i n e m a D r i v e Wi l m i n g t o n , N o r t h C a r o l i n a 2 8 4 0 3 (9 1 0 ) 7 9 1 - 6 7 0 7 ( O ) ( 9 1 0 ) 7 9 1 - 6 7 6 0 ( F ) NC L i c e n s e # : C - 2 8 4 6 FI N A L D E S I G N - N O T R E L E A S E D F O R C O N S T R U C T I O N SITE VICINITY MAP SCALE: 1" = 1,000' SITE DATA TABULATION PROJECT ADDRESS:3651 US-421 3701 US-421 WILMINGTON, NC 28401 PARCEL ID: R03200-001-011-000 R03200-001-026-000 R03200-001-012-000 PROPERTY OWNER:OLD MBC OFFICE, LLC 1404 COMMONWEALTH DRIVE SUITE 250 WILMINGTON, NC 28403 CURRENT ZONING:I-2 (REGIONAL BUSINESS) TOTAL SITE AREA:±15.28 ACRES OR 665,601 SF PROPOSED USE:WAREHOUSING RETENTION STANDARDS 1.SIGNIFICANT TREES SHALL BE MITIGATED ACCORDING TO THE NEW HANOVER COUNTY ORDINANCE. TREES THAT REQUIRE MITIGATION INCLUDE: ANY 24" DIAMETER OR LARGER CONIFER TREE; ANY 18" DIAMETER OF LARGER LONG LEAF PINE, POND CYPRESS, BALD CYPRESS, AND HARDWOOD TREE; AND ANY 8" DIAMETER OR LARGER FLOWERING TREE. 0 30 60 120 240 SCALE: 1"=60' GRAPHIC SCALE N A D 8 3 ( 2 0 1 1 ) TR E E R E M O V A L P L A N L-1.0 06 / 2 9 / 2 3 1" = 6 0 ' BW S BW S AH E RA I L R O A D R/ W PROPERTY BOUNDARY TREE TO BE RETAIN, TYP. TREE TO BE REMOVED, TYP. 190' P O W E R L I N E / UTIL I T Y E A S E M E N T FUTURE DEVELOPMENT PARCEL FUTURE DEVELOPMENT PARCEL LIMITS OF DISTURBANCE, TYP. 1823 RE G I S T E R ED L A N D S CA P E A R C HITECT N O R T H C A R O L I N A A L L I S ON H. ENG E B R E T SON06/29/23 TREE PROTECTION FENCING, TYP. X X X X X X X X X X X X X X X X LLP 12OAK 6 OAK 6 OAK 8 LLP 12 LLP 12 LLP 12 OAK 8 LLP 12 LLP 12 LLP 12 OAK 8 LLP 12 LLP 12 LLP 12LLP 18 OAK 6 LLP 12 LLP 8 LLP 14 LLP 8 LLP 12 OAK 6 OAK 6 OAK 12 LLP 8 OAK 8 LLP 8 O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E X X X X X X X X X X X X X X X X LLP 12OAK 6 OAK 6 OAK 8 LLP 12 LLP 12 LLP 12 OAK 8 LLP 12 LLP 12 LLP 12 OAK 8 LLP 12 LLP 12 LLP 12LLP 18 OAK 6 LLP 12 LLP 8 LLP 14 LLP 8 LLP 12 OAK 6 OAK 6 OAK 12 LLP 8 OAK 8 LLP 8 O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E X X X X X X X XXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X 6F 6F REF.BYOWNER REF.BYOWN E R VENDI N GBYOWNE R 101 102 103 104 106 108 109 110 112 113 114 115 116 117 111 107 105 VEND I N G BYOWN E R VITREOUS CHINALAVATORYCAXTONK-2212 VITREOUS CHINALAVATORYCAXTONK-2212 6F 6F 6F 6F 6F 6F 6F 6F 6F 6F 6F TP T P TP T P TP T P TP T P TP T P TP TP TP TP TP TP TPTPTP TP TP TP TP TP TPTPTP TP T P T P TP TP TP TP TP 16 17 17 16 18 17 16 15 16 1 6 16 17 13141516 15 16 19 18 17 16 16 16 1 6 1616 17 18 1313 1514 19 16 16 16 16 1 6 17 17 1817161514 14 15 16 17 14 15 16 R E P A I R A R E A ST (90)WM4 (12)AR (12)MCM (9)LOR (25)LIG ROYMAC INDUSTRIAL PARK ROYM A C D R SUTT O N L A K E R D F R E D R I C K S O N R D SUTT O N L A K E R D FIRE STATION 421 140 U S H I G H W A Y 4 2 1 ROYMAC INDUSTRIAL PARK ROYM A C D R SUTT O N L A K E R D F R E D R I C K S O N R D SUTT O N L A K E R D FIRE STATION 421 140 U S H I G H W A Y 4 2 1 CO L O N I A L M A T E R I A L S NE W H A N O V E R C O U N T Y NO R T H C A R O L I N A 22319.PE OL D M B C O F F I C E , L L C 14 0 4 C O M M O N W E A L T H D R I V E , S U I T E 2 5 0 WI L M I N G T O N , N C 2 8 4 0 3 DA T E : SC A L E : DE S I G N E D : DR A W N : CH E C K E D : PEI JOB#: CO N C E P T U A L L A Y O U T : PR E L I M I N A R Y L A Y O U T : FI N A L D E S I G N : RE L E A S E D F O R C O N S T : PR O J E C T S T A T U S RE V I S I O N S : DR A W I N G I N F O R M A T I O N SEAL CL I E N T I N F O R M A T I O N : 12 2 C i n e m a D r i v e Wi l m i n g t o n , N o r t h C a r o l i n a 2 8 4 0 3 (9 1 0 ) 7 9 1 - 6 7 0 7 ( O ) ( 9 1 0 ) 7 9 1 - 6 7 6 0 ( F ) NC L i c e n s e # : C - 2 8 4 6 FI N A L D E S I G N - N O T R E L E A S E D F O R C O N S T R U C T I O N SITE VICINITY MAP SCALE: 1" = 1,000' SITE DATA TABULATION PROJECT ADDRESS:3651 US-421 3701 US-421 WILMINGTON, NC 28401 PARCEL ID: R03200-001-011-000 R03200-001-026-000 R03200-001-012-000 PROPERTY OWNER:OLD MBC OFFICE, LLC 1404 COMMONWEALTH DRIVE SUITE 250 WILMINGTON, NC 28403 CURRENT ZONING:I-2 (REGIONAL BUSINESS) TOTAL SITE AREA:±15.28 ACRES OR 665,601 SF PROPOSED USE:WAREHOUSING RETENTION STANDARDS 1.A MINIMUM OF 15 TREES SHALL BE RETAINED OR PLANTED FOR EACH ACRE OR PROPORTIONATE AREA DISTURBED. REQUIRED:15 X 7.6 ACRES = 114 TREES PROVIDED: 114 TREES LANDSCAPE CALCULATIONS: FOUNDATION PLANTINGS* 1.FOUNDATION PLANTINGS REQUIRED BETWEEN THE BUILDING AND THE PARKING LOT. 2.FOUNDATION PLANTINGS ARE EXEMPT FROM PORTIONS OF THE BUILDING USED FOR ACCESS OR ALONG BUILDING SIDES NOT ADJACENT TO A PUBLIC RIGHT-OF-WAY WHEN LESS THAN 10 PERCENT OF THE TOTAL REQUIRED PARKING IS LOCATED ALONG THAT BUILDING SIDE. REQUIRED:447 SF = ((25' X 70') + (25' X 79')) X 12% PROVIDED:625 SF INTERIOR PARKING PLANTING AREA REQUIRED:1,949 SF = (24,366 SF X 8%) = 14 TREES (1 PER 144 SF) PROVIDED:7,030 SF W/ 11 CANOPY TREES & 10 UNDERSTORY TREES STREET YARD 1.REQUIRED STREET YARD LANDSCAPING PROVIDED BY EXISTING VEGETATION. 0 15 30 60 120 SCALE: 1"=30' GRAPHIC SCALE N A D 8 3 ( 2 0 1 1 ) PROPOSED COLONIAL MATERIALS 32,990 SF ASPHALT LAYDOWN YARD LOADING AREA W/ TRUCK DOCK FUTURE DEVELOPMENT PARCEL LA N D S C A P E P L A N L-1.1 06 / 2 9 / 2 3 1" = 3 0 ' BW S BW S AH E RA I L R O A D R/ W PROPERTY BOUNDARY PROPOSED RETAINING WALLS, TYP. CANOPY TREES CODE QTY BOTANICAL / COMMON NAME SIZE AR 12 ACER RUBRUM RED MAPLE 2" CAL. (MIN.) UNDERSTORY TREE CODE QTY BOTANICAL / COMMON NAME SIZE MCM 12 LAGERSTROEMIA X `MUSKOGEE` LAVENDER CRAPE MYRTLE 2" CAL. (MIN.) SMALL EVERGREEN TREES CODE QTY BOTANICAL / COMMON NAME SIZE WM4 90 MYRICA CERIFERA WAX MYRTLE 4` HT SHRUBS CODE QTY BOTANICAL / COMMON NAME CONTAINER LIG 25 LIGUSTRUM JAPONICUM `EAST BAY` EAST BAY PRIVET 7 GAL LOR 9 LOROPETALUM C. `RUBY` RUBY LOROPETALUM 7 GAL PLANT SCHEDULE 2,060 SF LANDSCAPE ISLAND 1,780 SF LANDSCAPE ISLAND 3,190 SF LANDSCAPE ISLAND 625 SF FOUNDATION PLANTING AREA LANDSCAPE NOTES: 1.CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING ALL UTILITIES PRIOR TO BEGINNING CONSTRUCTION. 2.TREES SHALL BE LOCATED NO CLOSER THAN 5 FEET FROM SEWER/WATER CONNECTIONS OR AS OTHERWISE DICTATED BY LOCAL REGULATIONS. CONTRACTOR SHALL BE LIABLE FOR DAMAGE TO ANY AND ALL PUBLIC OR PRIVATE UTILITIES. 3.ALL PLANT MATERIAL SHALL MEET THE CURRENT VERSION OF THE AMERICAN ASSOCIATION OF NURSERYMEN'S STANDARDS. 4.NO TREE, OTHER THAN THOSE SHOWN ON APPROVED PLANS FOR REMOVAL WITH THESE PLANS AND/ OR TREE REMOVAL PERMIT PLANS, SHALL BE REMOVED WITHOUT WRITTEN AUTHORIZATION FROM THE LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE. ALL SHRUB BEDS AND/OR PLANTING AREAS EXCLUDING TURF AREAS SHALL BE MULCHED WITH 3 INCH MINIMUM AND 4 INCH MAXIMUM DEPTH PINE STRAW MULCH UNLESS OTHERWISE NOTED. 5.ALL PLANTS, 4 FEET OR LESS APART, WILL BE CONNECTED IN ONE PLANTING BED. ALL GROUPS OF PLANTS SHOULD BE WITHIN ONE PLANTING BED WITH THE EDGE OF MULCH EXTENDING 2 FEET BEYOND THE EDGE OF PLANT MASS. ALL SINGLE TREES (INCLUDING BOTH PROPOSED AND EXISTING TREES) SHOULD HAVE A CIRCLE OF MULCH NOT LESS THAN 5 FEET DIAMETER. 6.WEED BARRIER FABRIC SHALL BE INSTALLED BY LANDSCAPE CONTRACTOR IN ACME WAY AND CORPORATE DRIVE BUFFER LOCATIONS. 7.LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE OR MAINTAINING THE SITE DURING CONSTRUCTION IN A MANNER THAT PROMOTES HEALTHY, VIABLE LANDSCAPE AND TURF MATERIAL. 8.ALL DISTURBED AREAS NOT DESIGNATED TO BE SODDED / SEEDED SHALL BE EITHER PLANTED WITH GROUNDCOVER OR RECEIVE HARDWOOD MULCH OR PINE STRAW. 9.PLANTING SOIL MIX: MIX EXISTING SOIL WITH THE SOIL AMENDMENTS AND FERTILIZERS FOR HEALTHY,VIABLE PLANT MATERIAL IN THE QUANTITIES RECOMMENDED BY THE SOIL TESTING LABORATORY, THIRD PARTY RECOGNIZED BY THE STATE DEPARTMENT OF AGRICULTURE OR AS OTHERWISE APPROVED BY THE LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE. 10.LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SOIL AMENDMENTS AS RECOMMENDED BY THE SOIL TESTING LABORATORY. 11.ANY AND ALL SUBSTITUTIONS OF PLANT MATERIAL SHALL BE APPROVED BY LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE. FAILURE IN OBTAINING APPROVAL MAY RESULT IN LIABILITY TO THE CONTRACTOR. 12.LANDSCAPE CONTRACTOR SHALL APPLY PRE AND POST EMERGENT HERBICIDES, FUNGICIDES, OR OTHER WEED CONTROL METHODS TO KEEP THE SITE FREE OF WEEDS FROM BEGINNING OF LANDSCAPE CONTRACTOR'S CONSTRUCTION TO TIME THE SITE IS TURNED OVER TO OWNER FOR MAINTENANCE. INSTALL WEED BARRIER FABRIC IN MULCHED AND PLANTED AREAS WITHOUT PRESERVED EXISTING VEGETATION FOR ADDITIONAL WEED CONTROL. THIS DOES NOT APPLY TO SEEDED OR SODDED AREAS. 13.IRRIGATION, IF PROPOSED, SHALL BE DESIGNED AND INSTALLED BY A LICENSED IRRIGATION CONTRACTOR IN THE STATE OF NORTH CAROLINA. 13.1.AUTOMATED IRRIGATION PLANS AND SPECIFICATIONS FOR THE IRRIGATION DESIGN SHALL BE SUBMITTED TO THE OWNER OR OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO PURCHASE OR INSTALLATION OF THE MATERIALS. 14.UNLESS OTHERWISE SPECIFIED BY OWNER OR OWNER'S REPRESENTATIVE, ALL DISTURBED AREAS TO BE SEEDED WITH PERM. SEED PER EROSION CONTROL PLANS AND/OR NOTES. 15.THE CONTRACTOR SHALL PREPARE ALL SEEDED OR SODDED AREAS TO ASSURE THAT THE SUBGRADE HAS BEEN RAKED AND ROLLED TO ACCEPT THE SOD/SEED. FINE GRADE AS NEEDED. LANDSCAPE CONTRACTOR TO COORDINATE ROUGH GRADE SCHEDULE WITH GENERAL CONTRACTOR AND NOTIFY OWNER OR OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES IN GRADE OR TIMELINE. ALL SOD/SEED AREAS MUST BE IRRIGATED OR HAND WATERED. ALL SOD SHALL BE PLACED WITH STAGGERED JOINTS AND NO GAPS BETWEEN SOD JOINTS. SOD SHOULD BE ROLLED AFTER INSTALLATION. ALL SEEDED AND/OR SODDED AREAS SHOULD PROVIDE A SMOOTH SURFACE FREE OF DIPS AND UNLEVELED GROUND. 16.LANDSCAPE CONTRACTOR TO VERIFY OWNER'S SEED OR SOD PREFERENCE PRIOR TO THE CONTRACTOR ORDERING OR INSTALLING TURF GRASS. 17.ALL VEGETATION PROPOSED WITHIN SIGHT DISTANCE AREAS SHALL NOT INTERFERE WITH SIGHT DISTANCE AT INTERSECTIONS FROM 30" TO 10'. LIMB TREES OR TRIM EXISTING VEGETATION AS NEEDED WITHIN THE 10' X 70' SIGHT DISTANCE TRIANGLE. 18.ALL VEGETATION PROPOSED WITHIN SIGHT DISTANCE AREAS SHALL NOT INTERFERE WITH SIGHT DISTANCE AT INTERSECTIONS FROM 30" TO 10'. LIMB TREES OR TRIM EXISTING VEGETATION AS NEEDED WITHIN THE 10' X 70' SIGHT DISTANCE TRIANGLE. 19.CONTRACTOR IS RESPONSIBLE FOR REMOVING TRASH, DEBRIS AND EXCESS MATERIALS FROM THE JOB SITE ONCE THE PROJECT IS COMPLETE. SECURING ANY MATERIALS LEFT ON SITE DURING THE COURSE OF THE PROJECT IS THE CONTRACTOR'S RESPONSIBILITY. 20.THE CONTRACTOR SHALL REPLACE DEAD AND/OR UNHEALTHY PLANT MATERIAL FOR A PERIOD OF 12 MONTHS OF ACCEPTANCE OF THE INSTALLED MATERIAL FROM THE OWNER OR OWNER'S REPRESENTATIVE. CONTRACTOR SHALL REPLACE PLANTS WITHIN 1 MONTH OF NOTIFICATION OF THE NEED FOR PLANT REPLACEMENT. 21.NOTIFY THE OWNER OR OWNER'S REPRESENTATIVE OF ANY DISCREPANCY BETWEEN THE PLANS AND SITE CONDITIONS PRIOR TO ORDERING MATERIALS, PERFORMING WORK, OR INSTALLING MATERIALS. VEGETATIVE DUMPSTER SCREENING DUMPSTER AREA 1823 R E G I S T E R ED L A N D S CA P E A R C H ITECT N O R T H C A R O L I N A A L L IS O N H. ENG E B R E T S ON06/29/23 Page 1 of 5 Colonial Materials – Parking Demand Study BACKGROUND • New Hanover County’s Unified Development Ordinance (UDO) allows applicants to demonstrate that the minimum off-street parking requirement is different from the standards listed in the UDO. • The UDO requires that warehousing uses provide a minimum of 1.5 parking spaces per 1,000 square feet. • The applicant is proposing to construct a warehousing use (Colonial Materials) at 3651 & 3701 US-421 consisting of 32,990 square feet. The UDO would require a facility of this size to provide 49 off-street parking spaces. COMPARABLE DEVELOPMENTS • This study examines the following three comparable developments: o Colonial Materials – 570 Belt Blvd, Fayetteville, NC 28301 o Colonial Materials – 10601 Ponderosa Service Rd, Wake Forest, NC 27587 o Colonial Materials – 351 White Road, Jacksonville, NC 28546 • The three comparable developments are of the same business at other locations in North Carolina with defined and marked parking spaces. • The parking space numbers provided in this study reflect only the marked spaces in the parking lot and not any loading areas adjacent to the building or within the laydown yard. TRIP GENERATION • Based on the ITE Trip Generation Manual, the proposed use is estimated to generate the following number of trips: o 28 trips in the AM peak; and o 30 tips in the PM peak. • Trip generation includes both vehicles entering and exiting the site. • Due to the operational characteristics of the business, it is expected that a portion of the trips will not utilize the designated parking spaces but will instead park within the lay down yard to load materials. Page 2 of 5 1 2 2 C I N E M A D R I V E , W I L M I N G T O N , N C 2 8 4 0 3 P H : ( 9 1 0 ) 7 9 1 - 6 7 0 7 F A X : ( 9 1 0 ) 7 9 1 - 6 7 6 0 1. Colonial Materials – 570 Belt Blvd, Fayetteville a. Per Cumberland County tax records, the building consists of 33,015 square feet of gross leasable area. b. Based on aerial photography 33 marked parking spaces exist at the site. This equates to 1 space per 1,000 square feet. c. Under the County’s current parking standard, this facility would require 50 parking spaces. d. Using available aerial photography, the following number of vehicles were observed parked in the parking lot: Source: Date: Number of Vehicles: Cumberland Co. GIS 2023 20 Google Earth 5/2022* 18 Google Earth 4/2022 13 Google Earth 2/2021 7 Cumberland Co. GIS 2021 13 Google Earth 12/2019 12 Google Earth 9/2018 15 Ave: 14 vehicles *Blurry image. Page 3 of 5 1 2 2 C I N E M A D R I V E , W I L M I N G T O N , N C 2 8 4 0 3 P H : ( 9 1 0 ) 7 9 1 - 6 7 0 7 F A X : ( 9 1 0 ) 7 9 1 - 6 7 6 0 2. Colonial Materials – 10601 Ponderosa Service Rd, Wake Forest a. Per Wake County tax records, the building consists of 23,200 square feet of heated area. b. Based on aerial photography 17 marked parking spaces exist at the site. This equates to 1 space per 1,365 square feet. c. Under the County’s current parking standard, this facility would require 35 parking spaces. d. Using available aerial photography, the following number of vehicles were observed parked in or near the parking lot: Source: Date: Number of Vehicles: Google Earth 5/2022* 15 Google Earth 3/2022 18 Wake Co. GIS 2022 6 Google Earth 3/2021 14 Wake Co. GIS 2021 11 Google Earth 11/2020* 8 Wake Co. GIS 2020 12 Ave: 12 vehicles *Blurry image. Page 4 of 5 1 2 2 C I N E M A D R I V E , W I L M I N G T O N , N C 2 8 4 0 3 P H : ( 9 1 0 ) 7 9 1 - 6 7 0 7 F A X : ( 9 1 0 ) 7 9 1 - 6 7 6 0 3. Colonial Materials – 351 White Rd, Jacksonville a. Per Onslow County tax records, the building consists of 49,915 square feet of area under roof. b. Based on aerial photography, 50 marked parking spaces exist at the site. This equates to 1 space per 998 square feet. c. Under the County’s current parking standard, this facility would require 75 parking spaces. d. Using available aerial photography, the following number of vehicles were observed parked in the parking lot: Source: Date: Number of Vehicles: Onslow Co. GIS 2022 21 Google Earth 3/2019 6 Google Earth 9/2018 2 Onslow Co. GIS 2018 14 Google Earth 2/2017 14 Ave: 11.4 vehicles