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22319.PE Colonial Materials - TRC Plan Set 021523_v1F 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 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 WILMINGTON, NC 28403 COLONIAL MATERIALS 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 NEW HANOVER COUNTY SHEET INDEX FEB. 2023 C-0.0 COVER SHEET APPROVALS:CONSULTANTS: LANDSCAPE ARCHITECT: WILMINGTON, NORTH CAROLINA OLD 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 OVERALL SITE PLANC-2.0 LANDSCAPE PLANL-1.0 FEBRUARY 2023 FOR TRC DESIGN DOCUMENTS WILMINGTON, NORTH CAROLINA OLD MBC OFFICE, LLC 1404 COMMONWEALTH DRIVE, SUITE 250 VICINITY MAP SCALE: 1" = 1,000' SITE EXISTING CONDITIONSSV-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 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 OLD MBC OFFICE, LLC PARID: R03200-001-011-000 D.B. 6603, PG. 266 M.B. 37, PG. 85 292,657 SQ. FT.± OR 6.72 AC.± OLD MBC OFFICE, LLC PARID: R03200-001-026-000 D.B. 4037, PG. 323 208,640 SQ. FT.± OR 4.79 AC.± OLD MBC OFFICE, LLC PARID: R03200-001-012-000 D.B. 3449, PG. 107 164,304 SQ. FT.± OR 3.77 AC.± 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 3 190.0 ' S 57°13'21" W 453.88' TOTAL N 2 9 ° 3 1 ' 1 7 " W 9 5 1 . 4 5 ' T O T A L N 57°14'01" E 815.72' TOTAL S 3 2 ° 5 0 ' 2 1 " E 4 5 0 . 0 0 ' T O T A L S 3 2 ° 3 7 ' 1 2 " E 1 7 4 . 7 3 ' T O T A L 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 N 57°14'01" E 841.81' TOTAL N 57°14'01" E 827.31' TOTAL 65.10'750.62' 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' 65.10'776.70' 65.10'762.21' 50 0 . 7 3 ' 21 1 . 6 8 ' 20 0 . 3 2 ' 25 0 . 4 0 ' 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 EASTERN NORTH CAROLINA NATURAL GAS COMPANY EASEMENT D.B. 4134, PG. 557 SUTTON LAKE ROAD - SR 2145 60' PUBLIC R/W US H W Y 4 2 1 15 0 ' P U B L I C 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 PNE 16 OAK 15 OAK 15 PNE 18 OHEOHE PNE 12OAK 8 PNE 12 PNE 12 PNE 12 OAK 8PNE 12 CED 12 PNE 16 MA G 7 OAK 8 OAK 8 PNE 12 MA G 6 OAK 8 PNE 15PNE 12 PNE 12 OAK 18 OAK 20PNE 12OAK 16 PNE 12 PNE 12 PNE 12PNE 14 PNE 14 PNE 13 PNE 14 PNE 15 PNE 12 CH R 4 PNE 12 PNE 12 OAK 8 OAK 8 PNE 12OAK 8 PNE 13 PNE 15 PNE 12 PNE 12 PNE 12PNE 12 PNE 14 PNE 12 OAK 8 PNE 15 PNE 12PNE 12 PNE 12 PNE 12 PNE 16 MA G 4 PNE 17 PNE 16 OAK 8 PNE 12 PNE 14PNE 14 MA G 6 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 OAK 9PNE 14 PNE 12 PNE 12 CH R 4 PNE 12 PNE 12 PNE 12OAK 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 14OAK 6OAK 6OAK 6OAK 13 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 OAK 8 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 OAK 12 PNE 12 PNE 12PNE 13 PNE 13 OAK 8PNE 12 PNE 12 PNE 12 OAK 10 OAK 6 PNE 12 PNE 12 PNE 13 PNE 12PNE 14PNE 12 PNE 12 PNE 12OAK 8PNE 12 PNE 14 PNE 14 OAK 8 PNE 12 PNE 12 PNE 12 PNE 12 PNE 12 PNE 12 PNE 12 PNE 13 OAK 8 OAK 8 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 12OAK 8 PNE 12PNE 15 OAK 8 OAK 8 PNE 13 PNE 13 PNE 12 PNE 12 PNE 12PNE 12 PNE 12 OAK 8 PNE 13 PNE 15OAK 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 OAK 8 PNE 12 OAK 6PNE 14OAK 10 PNE 15 PNE 12 OAK 14PNE 12 PNE 12OAK 8 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 MA G 4 PNE 14 PNE 12 PNE 12 PNE 14 PNE 12 PNE 12 PNE 13PNE 14 PNE 12 PNE 12 PNE 12PNE 12 OAK 9OAK 6 PNE 12 OAK 9 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 OAK 12 PNE 12 PNE 12 PNE 12 PNE 13 PNE 13 PNE 16 PNE 12 OAK 8PNE 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 OAK 6 OAK 6 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 OAK 8 PNE 14 PNE 14PNE 12 PNE 12 PNE 12PNE 14 OAK 6 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 OAK 8 PNE 14 PNE 16 OAK 8PNE 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 OAK 6 PNE 12 PNE 16 OAK 8PNE 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 OAK 12PNE 14 PNE 12OAK 10 PNE 14 OAK 8 PNE 16 OAK 6OAK 8 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 OAK 8 PNE 12 PNE 14 PNE 12 PNE 12 PNE 14 PNE 12 PNE 12 PNE 12PNE 14 PNE 12 PNE 12 OAK 6PNE 12 OAK 6PNE 14 PNE 12 PNE 16 PNE 16 PNE 12 OAK 8 OAK 8 PNE 14OAK 16 OAK 8 PNE 12 OAK 6 OAK 8 OAK 8 CH R 4 PNE 16 OAK 8 OAK 6 OAK 8PNE 12 OAK 6 OAK 8OAK 10 OAK 8 OAK 8 PNE 16 PNE 14 OAK 10 PNE 16 OAK 8OAK 9 OAK 6OAK 6 OAK 6 PNE 12 PNE 12 PNE 12 PNE 12 PNE 14 PNE 14 PNE 12 OAK 6 OAK 6 OAK 6 PNE 12OAK 8 OAK 8 OAK 8 PNE 12 PNE 12 PNE 12 OAK 8 PNE 12 PNE 12PNE 12 PNE 12PNE 12 PNE 14 OAK 6OAK 6 PNE 12 PNE 12 PNE 12 OAK 8 OAK 8 PNE 14 OAK 8 PNE 12PNE 12 PNE 12 OAK 6 OAK 6 OAK 6PNE 14 OAK 6 OAK 6 OAK 6 OAK 6 OAK 8 OAK 8 OAK 8 PNE 12 OAK 6 OAK 10 PNE 14 PNE 12PNE 14 PNE 12OAK 6 PNE 12 PNE 12PNE 12 PNE 14PNE 18 PNE 12 PNE 12PNE 12 OAK 10 PNE 14PNE 12 PNE 12 PNE 12PNE 12 PNE 12 PNE 12 PNE 14PNE 12 PNE 14 PNE 12OAK 8 OAK 6 PNE 12 OAK 6 PNE 14 PNE 14 PNE 14 PNE 12 PNE 14 PNE 14 PNE 12PNE 12 PNE 12PNE 14 OAK 10 PNE 14 PNE 12 PNE 14PNE 12OAK 8 PNE 12PNE 12 PNE 16 PNE 12 PNE 16 PNE 14 PNE 14 OAK 6 PNE 14 PNE 14 PNE 12 PNE 16 PNE 14 PNE 16 PNE 14 PNE 18 PNE 12 CED 12 PNE 12 PNE 16 OAK 4OAK 8 PNE 12 PNE 12 PNE 12 OAK 13 OAK 12 PNE 14 PNE 12 PNE 12PNE 13 PNE 12PNE 14 PNE 14 PNE 12 PNE 16PNE 12 OAK 8 PNE 12 PNE 8 PNE 8 PNE 14 PNE 12 PNE 8 PNE 12 PNE 8PNE 8 PNE 14PNE 14 PNE 12 PNE 8 OAK 6PNE 12 PNE 12 PNE 8 PNE 14 PNE 8 PNE 8 PNE 8PNE 12 OAK 6 OAK 6 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 18OAK 6 PNE 12 PNE 8PNE 14 PNE 8 PNE 12PNE 8 PNE 8 PNE 12 PNE 8 PNE 14 PNE 12 PNE 8 OAK 10 PNE 12 PNE 8 PNE 8 PNE 8 OAK 6 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 8OAK 6 PNE 14PNE 8 PNE 12 OAK 6OAK 6 OAK 6 OAK 6OAK 6OAK 12 PNE 12PNE 14 OAK 6 PNE 8 OAK 8 PNE 8 OAK 6 OAK 12 OAK 14 PNE 8 PNE 8 PNE 8 PNE 8 PNE 14PNE 12 PNE 16 OAK 12 PNE 12 PNE 8 PNE 8 PNE 14PNE 8 PNE 13 PNE 8 OAK 10 PNE 12 PNE 8PNE 8 PNE 18 PNE 8 PNE 18PNE 8 PNE 8 PNE 14PNE 12 PNE 8OAK 6 PNE 8 PNE 13 PNE 8OAK 6 PNE 12 PNE 12 PNE 8 PNE 8 PNE 8PNE 8 PNE 8 PNE 14 PNE 16OAK 8PNE 12 PNE 12 OAK 15PNE 8PNE 12 OAK 8 PNE 14PNE 14PNE 12 OAK 6 PNE 14PNE 8 OAK 12 OAK 6 PNE 12 PNE 12OAK 8 PNE 12PNE 8 OAK 6 OAK 8 OAK 6 PNE 8 PNE 18OAK 8 PNE 12OAK 6 PNE 12 PNE 8OAK 6PNE 12PNE 8 PNE 14OAK 6PNE 8 OAK 10PNE 12 PNE 12 PNE 8 PNE 8PNE 8 PNE 8 PNE 14 PNE 18 PNE 8 PNE 14 PNE 8 PNE 8 PNE 12 OAK 6 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 OAK 6 PNE 12 PNE 12 OAK 8 PNE 16 PNE 24 PNE 12 PNE 12PNE 8 PNE 8 PNE 8 PNE 12 PNE 12PNE 12PNE 12 PNE 16 OAK 8 OAK 10OAK 10 OAK 8PNE 8 PNE 16 PNE 8 PNE 12PNE 8 PNE 8 OAK 6 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 OAK 6 PNE 12 OAK 6 OAK 6 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 CH R 4 CH R 4 PNE 16 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 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 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 ' 12 / 1 3 / 2 0 2 2 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 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 TOTAL SITE AREA:6.72 AC.±, or 292,657 SQ. FT.± 4.79 AC.±, or 208,640 SQ. FT.± 3.77 AC.±, or 164,304 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 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 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 OH E OH E OHE 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 U.S. HIGHWAY 421 150' PUBLIC R/W 25' STREETYARD 50' SETBACK X X X X XXXXXXXX X X X X X X X X X X X X X X X X X X X X 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 SU T T O N L A K E R O A D 60 ' P U B L I C R / W 1 9 0 . 0 ' 3 5 . 0 ' S 5 7 ° 1 3 ' 2 1 " W 4 5 3 . 8 8 ' T O T A L N 29°31'17" W 951.45' TOTAL N 5 7 ° 1 4 ' 0 1 " E 8 1 5 . 7 2 ' T O T A L S 32°50'21" E 450.00' TOTALS 32°37'12" E 174.73' TOTAL S 5 7 ° 1 3 ' 0 6 " W 4 1 4 . 9 8 ' S 32°37'00" E 325.00' TOTAL 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 ' 75 0 . 6 2 ' 200.00'250.00'160.42'164.61' 324.01' 0. 9 9 ' 41 5 . 0 0 ' 65 . 0 9 ' 38 8 . 7 9 ' 65 . 1 0 ' 77 6 . 7 0 ' 65 . 1 0 ' 76 2 . 2 1 ' 500.73' 211.68' 200.32' 250.40' N 5 7 ° 1 3 ' 0 5 " E 8 0 3 . 4 7 ' 64 . 9 5 ' 73 8 . 5 2 ' 211.56' 25 ' R 25 ' R 25'CLE A R A N C E FR O M D U K E STR U C T U R E S W W W W W W W W W W W W W W W W W W W W W W W W W W F F F F F F F 9' 24.5'18' 25 ' 24'18' 9' 35' 76' 72' 24 ' 30 ' 35' 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 265'R 300'R 335'R300'R 25'R25'R 10'R 10'R 25'R25'R 165'R 135'R 185'R 215'R 135'R 165'R 135'R 165'R 25'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 PR E L I M I N A R Y 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 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):32,868 SQ. FT. BUILDING LOT COVERAGE:32,868\665,601 SQ. FT. (4.9%) 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 MAY BE 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 32,868 SF PARKING/DRIVEWAY 153,207 SF FUTURE 38,629 SF TOTAL PROPOSED IMP. AREA 224,704 SF DISTURBED AREA: 7.6 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 32,868 SF ASPHALT LAYDOWN YARD 1 KEY NOTES: 1 WHEEL STOP (TYPICAL) 2 PROPOSED ACCESSIBLE PARKING SIGN (TYPICAL) 2 4 ROLL UP DOOR ACCESS (TYPICAL) 4 4 4 FUTURE DEVELOPMENT PARCEL PROPOSED LOT 3 ±6.07 ACRES 3 PROPOSED ACCESSIBLE SPACE WITH AISLE (TYPICAL) 3 OV E R A L L S I T E P L A N C-2.0 02 / 1 4 / 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 EXISTING INTERIOR PARCEL LINE, TYP. PARCELS TO BE RECOMBINED RA I L R O A D R/ W PROPERTY BOUNDARY, CENTERLINE OF RAILROAD PROPOSED 50' ACCESS EASEMENT 5 DUMPSTER WITH ENCLOSURE (TYPICAL) 5 PROPOSED RETAINING WALLS LOADING AREA W/ TRUCK DOCK EXISTING PAVED PARKING EXISTING PAVED PARKING EXISTING BUILDING 6 CONCRETE TURNDOWN SIDEWALK (TYPICAL - SEE DETAIL) 6 70 ° 7 6' CHAINLINK SECURITY FENCE WITH GREEN SLATS 7 7 7 7 4 5 9 PROPOSED 486LF 8" C-900 PVC PUBLIC WATER MAIN IN 20' PUBLIC UTILITY EASEMENT PROPOSED 20' PUBLIC UTILITY EASEMENT PROPOSED FIRE HYDRANT ASSEMBLY PROPOSED DOMESTIC WATER METER AND BACKFLOW PREVENTER PROPOSED 2" PE DOMESTIC WATER SERVICE 6" C-900 PVC FIRE LINE W/ 6" GATE VALVE PROPOSED 2" PE DOMESTIC WATER SERVICE 6" C-900 PVC FIRE LINE W/ 6" GATE VALVE PROPOSED 2" PE DOMESTIC WATER SERVICE 6" C-900 PVC FIRE LINE W/ 6" GATE VALVE CONTRACTOR SHALL CONNECT TO EX. 8" STUB PROPOSED 500LF 8" C-900 PVC PUBLIC WATER MAIN IN NCDOT RIGHT OF WAY (1) 8"x8"x8" MJ TEE (2) 8" MJ GATE VALVES 2" BLOWOFF ASSEMBLY WATER AND SEWER CAPACITY FIRE OR RESCUE STATIONS WITH ON-SITE STAFF - 50GAL/PERSON/SHIFT: 10 @ 50 GAL= 500 GPD TOTAL = 500 GPD UTILITY INFORMATION CONTRACTOR SHALL INSTALL WATER AND SEWER SERVICES IN ACCORDANCE WITH CFPUA STANDARD DETAILS AND SPECIFICATIONS. SANITARY SEWER THIS PROJECT IS CURRENTLY WORKING WITH CFPUA TO DETERMINE HOW TO SERVICE SANITARY SEWER. 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. PROPOSED LOT LINE, TYP. FUTURE DEVELOPMENT PARCEL PROPOSED LOT 2 ±4.56 ACRES PROPOSED LOT 1 ±4.65 ACRES X 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 X X X X X X X X X X X X X X X X X X X X X X W W W W W 6F 6F 6F 6F 6F 6F 6F 6F 6F 6F 6F (83)WM4 (12)AR (19)MCM (9)LOR (27)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 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 PR E L I M I N A R Y 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:709 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/ 12 CANOPY TREES & 12 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 MATERIAL 32,868 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-1.0 02 / 1 5 / 2 3 1" = 3 0 ' BW S BW S EXISTING INTERIOR PARCEL LINE, TYP. PARCELS TO BE RECOMBINED 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 19 LAGERSTROEMIA X `MUSKOGEE` LAVENDER CRAPE MYRTLE 2" CAL. (MIN.) SMALL EVERGREEN TREES CODE QTY BOTANICAL / COMMON NAME SIZE WM4 83 MYRICA CERIFERA WAX MYRTLE 4` HT SHRUBS CODE QTY BOTANICAL / COMMON NAME CONTAINER LIG 27 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 562 SF FOUNDATION PLANTING AREA 147 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.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. 9.LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SOIL AMENDMENTS AS RECOMMENDED BY THE SOIL TESTING LABORATORY. 10.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. 11.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. 12.IRRIGATION, IF PROPOSED, SHALL BE DESIGNED AND INSTALLED BY A LICENSED IRRIGATION CONTRACTOR IN THE STATE OF NORTH CAROLINA. 12.1.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. 13.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. 14.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. 15.LANDSCAPE CONTRACTOR TO VERIFY OWNER'S SEED OR SOD PREFERENCE PRIOR TO THE CONTRACTOR ORDERING OR INSTALLING TURF GRASS. 16.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. 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.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. 19.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. 20.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.