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Signed Approved - Riverside Cove - Final PP TRC PlansCA S T L E H A Y N E R D CARL SE I T T E R D R N . 2 3 R D S T JAMA I C A D R CHADWICK AVE RIVERSIDE COVE 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 GENERAL PH: 800-452-2777 AT&T PH: 910-341-7664 SPECTRUM PH: 800-892-4357 NEW HANOVER COUNTY SHEET INDEX MARCH 2024 C-0.0 COVER SHEET APPROVALS:CONSULTANTS: LANDSCAPE ARCHITECT: NEW HANOVER COUNTY 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 # 22343.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 RIVERSIDE COVE SHEET NUMBER SHEET TITLE PRELIMINARY PLANC-2.0 MARCH 2024 FOR PRELIMINARY PLAN / MAJOR SUBDIVISION CASTLE HAYNE ROAD VICINITY MAP SCALE: 1" = 2,000' SITE EXISTING CONDITIONSEX-1 WILMINGTON, NC 28403 BILL CLARK HOMES OF WILMINGTON, LLC 101 AUTUMN HALL DRIVE, SUITE 120 WILMINGTON, NC 28403 ATTN: LANDON WEAVER BILL CLARK HOMES OF WILMINGTON, LLC 101 AUTUMN HALL DRIVE, SUITE 120 TREE REMOVAL PLANL-1.0-1.2 SMHRIM: 22.47INV(E): 1.67INV(N): 1.57 IRF 9.57' EDG E O F P V M T DA N I E S T R E E T M. B . 9 , P G . 2 0 REGGIE J NORRIS PARID: R03300-001-003-000 D.B. 6261, PG. 1142 HANOVER LAKES PROPERTY OWNERS ASSOCIATION, INC. PARID: R04100-001-026-000 D.B. 6509, PG. 2827 TRACT 3 EDWARD DENNIS SEITTER PARID: R03300-001-041-000 D.B. 5671, PG. 1108 BRUCE B CAMERON TRUST PARID: R03300-001-023-001 D.B. 5702, PG. 2622 CAROLINA POWER & LIGHT CO PARID: R03300-001-010-000 D.B. 974, PG. 382 SEITTER ACRES M.B. 9, PG. 20 MARY HELEN LONG PARID: R03319-007-001-000 D.B. 1333, PG. 1456 BRANDON HEWETT LONG PARID: R03300-001-004-000 D.B. 6472, PG. 633 CA S T L E H A Y N E R O A D NC 1 3 3 & U S H W Y 1 1 7 80 ' W I D E P U B L I C R O W L1L2 L3 L4 L5L6L7 L8 L9 L10 CENTERLINE OF C A N A L(BASED ON NEW H A N O V E R C O U N T Y G I S A E R I A L ) TRACT 5 CATHERINE D SEITTER PARID: R03300-001-053-000 D.B. 5787, PG. 2275 TRACT 1 JANE BRADSHAW SEITTER PARID: R03300-001-005-000 D.B. 5671, PG. 1100 TRACT 4 EDWARD DENNIS SEITTER PARID: R03300-001-057-000 D.B. 6438, PG. 2702 S 76°35'50" E 3522.06' N 1 7 ° 3 8 ' 3 6 " E 3 3 1 . 0 4 ' N 76°28'53" W 2708.74' S 76°1 1 ' 2 8 " W 9 1 5 . 5 7 ' 335.34'160.00'200.00'1312.41' 1388.49'557.59'193.37'274.94'1107.68' S 2 2 ° 1 6 ' 3 3 " W 4 2 5 . 3 2 ' S 0 4 ° 1 3 ' 4 1 " E 2 3 6 . 4 2 ' S 0 4 ° 1 4 ' 5 2 " E 2 1 3 . 5 0 ' S 0 2 ° 1 3 ' 5 4 " E 3 4 4 . 0 4 ' CAPE FEAR PUBLIC UTILITY AUTHORITY D.B. 6069, PG. 1018 CAPE FEAR PUBLICUTILITY AUTHORITYD.B. 5863, PG. 1520 20.0' 15.0' CAPE FEAR PUBLIC UTILITY AUTHORITY D.B. 5825, PG. 1152 IPF IPF IPF IPFIPF IRF IPF IPF IPF IRF IPF IRF IPF IPF IPF IPF IPF - DISTURBED IRF IRF IPF IPF 136.50'100.00'200.00'270.91' 100-YR100-YR 100-YR100-YR 100-Y R 100-Y R 100-Y R 100-YR 100-YR100-Y R 100-YR 100-YR 100-YR 100-Y R 100-YR 10 0 - Y R 100-Y R 100 - Y R 100 - Y R 100-YR 100-YR 100-YR100-Y R 100-Y R 100 - Y R 100- Y R 100- Y R 100- Y R 100-Y R 100- Y R 100-Y R 100-YR 100-YR 100-YR 100-YR 100-YR 100-YR 100-YR100-Y R 100-Y R 100-YR 100 - Y R 100-YR 100-Y R 100-YR 100-Y R 100-YR 100-YR 100-Y R 100-Y R 100 - Y R 100 - Y R 100-YR 100- Y R 100- Y R 100- Y R 100 - Y R 100- Y R 100-Y R 100 - Y R 100- Y R 100-Y R 100 - Y R 100 - Y R 10 0 - Y R 100-YR 100 - Y R 10 0 - Y R 100-Y R 100 - Y R 10 0 - Y R 100-YR 100-Y R 100-YR 100-YR 100- Y R 10 0 - Y R 100- Y R 100-Y R 100- Y R 10 0 - Y R 100 - Y R 100 - Y R 100-Y R 100 - Y R 100-Y R 100-YR 100-Y R 100 - Y R 100-YR 100- Y R 100- Y R 100-YR 100-Y R100-YR100-YR 100 - Y R 100-YR 100-Y R 100-YR 100 - Y R 100-YR 100-Y R 100- Y R 100-YR 100-YR 100-YR 100 - Y R 100-Y R 100 - Y R 100- Y R 100 - Y R 100-YR 100 - Y R 100 - Y R 100- Y R 100- Y R 100 - Y R 100-Y R 100- Y R 100-Y R 100- Y R 100- Y R 100- Y R 100- Y R 100-Y R 100-Y R 10 0 - Y R 100-YR 100-YR 100-YR 100 - Y R 100-YR 100-YR100- Y R 100- Y R 100 - Y R 100 - Y R 100 - Y R 10 0 - Y R 100 - Y R 100 - Y R 100 - Y R 100 - Y R 100 - Y R 100 - Y R 100 - Y R 100 - Y R 100 - Y R 100 - Y R 100 - Y R 100 - Y R 100 - Y R 100 - Y R 10 0 - Y R 10 0 - Y R 100- Y R 100 - Y R 100 - Y R 100 - Y R 100 - Y R 100 - Y R 100- Y R 100-YR 100 - Y R 100- Y R 100-Y R 100 - Y R 100-Y R 10 0 - Y R 100-YR 100- Y R 100-YR 100-YR 100-Y R 100-YR 100-YR 100-YR 100-Y R 100 - Y R 100-YR 100-YR 100-YR 100-YR 100-YR 100-YR 100- Y R 100 - Y R 100 - Y R 100 - Y R 100 - Y R 100 - Y R 100 - Y R 100 - Y R 100 - Y R 100 - Y R 100 - Y R 100- Y R 100- Y R 100- Y R 100-Y R 100- Y R 100- Y R 100- Y R 100 - Y R 100-Y R 100-Y R 100-YR 100-YR 100-YR 100-YR 100-YR 100-Y R 100-Y R 100-YR 100-YR 100-YR 100 - Y R 100- Y R 100-Y R 100-Y R 100-YR 100-Y R 100-YR 100-YR 10 0 - Y R 100 - Y R 100-YR 100-YR 100-YR 100 - Y R 100-YR 100-YR 100-YR 100 - Y R 100-Y R 100-YR 100-YR 100-YR 100-YR 100-YR 100-YR 100- Y R 100-YR 100-YR 100-YR 100-YR 100-Y R 100 - Y R AE F L O O D W A Y AREA O F O V E R L A P FROM D.B. 97 4 , P G . 3 8 2 CORR E C T E D B Y D.B. 15 0 3 , P G . 8 5 1 TRACT 2 EDWARD DENNIS SEITTER PARID: R03300-001-005-001 D.B. 5671, PG. 1104 N 1 7 ° 4 0 ' 3 0 " E 4 4 9 . 7 4 ' WINDY WOODS HOMEOWNERS ASSOCIATION PARID: R03300-001-012-000 D.B. 6409, PG. 671 M.B. 68, PG. 274 PEC 24 OAK 20 OAK 24 HIC 8 AH 12 MAG 24 LOAK 15 PEC 36 PEC 8 PEC 24 LOAK 8MAG 8 GUM 12PEC 14 MAP 9 MAP 9MAP 6 MAP 10 MAP 4 MAP 12 MAP 6MAP 4PEC 12 PEC 16 MAP 8 MAP 10 OAK 8 GUM 8 OAK 6 GUM 4 OAK 6 OAK 6 X FO FO FO FO FO FO FO FOFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFO BM XXX X X X X X X X X X SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSS 100.0' 50.0'50.0' 80.0' 100.0' 50.0' DIRIM: 24.88INV (N): 22.48INV (S): 22.39 DIRIM: 25.39INV (N): 23.29INV (S): 23.19 12" R C P 12" R C P 12" R C P 18" CMP 18" C M P 15" R C P INV: 22.9412" RCP DIRIM: 24.58INV (N): 21.22INV (S): 21.08 DIRIM: 25.62INV (N): 20.76INV (E): 23.72INV (S): 21.57 INV: 23.7418" CMP INV: 21.4515" RCP INV: 26.1212" RCP INV: 22.3415" RCP INV: 22.4415" RCP INV: 22.5815" RCP INV: 22.4915" RCP INV: 22.2915" RCP INV: 22.4415" RCP INV: 22.5115" RCP INV: 22.7915" RCP INV: 22.6918" RCP INV: 21.6736" CPP INV: 22.0836" CPP INV: 22.2418" RCP INV: 22.3718" RCP INV: 23.0712" PVC INV: 22.4612" PVC INV: 23.1815" RCP INV: 23.3015" RCP INV: 23.4215" RCP INV: 23.4715" RCP INV: 23.1915" RCP INV: 23.0615" RCP SMHRIM: 25.66INV (N): 8.48INV (W): 8.33INV (S): 8.41 SMHRIM: 25.33INV (N): 9.84INV (S): 9.94 SMHRIM: 24.97INV (N): 10.43INV (E): 10.52INV (S): 10.47 SMHRIM: 24.59INV (N): 11.39INV (S): 11.41 15" R C P 8" P V C 8" P V C 8" P V C 8" P V C 8" PVC 8" PVC 8" P V C 1-1/2 STORY FRAME ONCRAWL SPACE SHED3 CARGARAGE SH E D W / OV E R H A N G 35. 7 0 ' 47.25' 33. 3 0 ' 24.35' 18.25' 32.0 0 ' 7.00 ' 8.25'CO N C R E T E MAP 16 GUM 22 OAK 8 OAK 18 OAK 12 OAK 8 OAK 14 OAK 16 OAK 8 OAK 8OAK 8 OAK 17 OAK 10 PNE 15 OAK 10 OAK 10OAK 15 MAG 10 OAK 10OAK 10 MAG 6 OAK 10 OAK 16 OAK 12 OAK 12 OAK 20 OAK 8 GUM 12 GUM 12 MAG 6 PNE 12 GUM 12 GUM 12 PNE 12 GUM 11 OAK 12 PNE 13 GUM 9 PNE 15 GUM 12OAK 8 OAK 10 GUM 12 GUM 12GUM 13 PNE 20 GUM 12 GUM 14 GUM 12GUM 27 GUM 13 OAK 9 GUM 12 GUM 11 GUM 14 MAG 8 GUM 10 GUM 10 GUM 12 OAK 9OAK 9 OAK 12 OAK 12OAK 8OAK 12 OAK 8 OAK 8OAK 10OAK 8 OAK 15 OAK 15 OAK 12 OAK 18 PNE 22 OAK 8 OAK 9 PNE 18 PNE 20 OAK 9 PNE 20 OAK 8OAK 9OAK 10 OAK 10 OAK 8 OAK 8OAK 8OAK 8 OAK 10 OAK 8 OAK 9 PNE 18 OAK 12 OAK 8 OAK 12OAK 9OAK 9 OAK 9 OAK 9 OAK 12OAK 12 OAK 9 OAK 12OAK 8 PNE 20OAK 8 OAK 8OAK 8 PNE 17 PNE 12OAK 9 GUM 11 PNE 16 PNE 24 OAK 8OAK 8 PNE 24 OAK 8 GUM 10 GUM 10 GUM 10 OAK 10 GUM 10GUM 13GUM 12 GUM 9 GUM 10 OAK 8 PNE 18 PNE 20GUM 13PNE 13 OAK 10 X X X X X X X X X OAK 9 GUM 13 OAK 10 OAK 10 PNE 22 PNE 18 PNE 18 PNE 18 PNE 12 PNE 24 PNE 17 PNE 16 OAK 12 PNE 30 PNE 18 PNE 16 PNE 18 PNE 18 PNE 18 GUM 11 PNE 18 PNE 22 PNE 18 GUM 10 OAK 12GUM 10 GUM 9 GUM 14 MAG 6 MAG 6GUM 13 GUM 12 OAK 8 OAK 12GUM 12 OAK 12 OAK 9OAK 9 GUM 12 PNE 12 OAK 8 OAK 8 GUM 16 OAK 12GUM 14OAK 8 GUM 14 GUM 14 OAK 8 GUM 12 GUM 12 GUM 8 GUM 12PNE 24 PNE 20 PNE 17 PNE 22 PNE 20GUM 9GUM 9 PNE 26 MAG 6 GUM 8 MAG 6 MAG 6 PNE 18 PNE 22 GUM 12 GUM 9 GUM 10 MAG 8MAG 6GUM 12OAK 12 MAG 9 PNE 20 GUM 16 GUM 12 GUM 12 GUM 16 OAK 8 PNE 26 PNE 22 GUM 11 PNE 20 OAK 10 GUM 10 GUM 14PNE 18 GUM 15 OAK 12GUM 11 MAG 6 MAG 6 GUM 17 MAG 6 GUM 12MAG 6MAG 6 MAG 6 OAK 12 GUM 13 MAG 6 GUM 10 MAG 4 GUM 12GUM 12 MAG 8 MAG 4 GUM 12 PNE 14 GUM 11 PNE 20 GUM 14 GUM 11 GUM 11 MAG 4 PNE 20 PNE 17GUM 12 MAG 10 GUM 10 GUM 10PNE 18PNE 20 MAG 6 MAG 6GUM 9 GUM 12MAG 6GUM 12OAK 12 GUM 12 GUM 12 OAK 12 GUM 12MAG 6 GUM 11 OAK 8 OAK 10OAK 12OAK 12 GUM 15 MAG 6 GUM 15 GUM 15 GUM 15 GUM 15 OAK 12 MAG 4 OAK 8 GUM 9 OAK 10 MAG 8 MAG 11 GUM 12 PNE 28 GUM 10 GUM 9 PNE 18 GUM 15GUM 11 GUM 12 GUM 13 GUM 13 GUM 10GUM 10MAG 6 GUM 9 GUM 9 PNE 20PNE 18 GUM 12MAG 6GUM 12GUM 12 MAG 4 MAG 6PNE 20MAG 6 MAG 8 MAG 6 MAG 12MAG 6 MAG 6 GUM 14 OAK 13 OAK 13 OAK 13 GUM 15 OAK 12 GUM 15 GUM 12GUM 12 GUM 10 MAG 10 GUM 16GUM 12 GUM 12 GUM 12 PNE 18MAG 6 GUM 12MAG 6MAG 6MAG 4GUM 10MAG 4GUM 14 GUM 11GUM 10GUM 11 MAG 5GUM 10 MAG 8 MAG 6OAK 12 GUM 24 X X X X X X X X X X X X X PNE 28 OAK 9 GUM 16 GUM 16GUM 10 GUM 12 OAK 10 GUM 11 GUM 15 GUM 15 GUM 12 OAK 24 GUM 15 OAK 12 GUM 12 PNE 24 OAK 10 GUM 16 OAK 10OAK 8 GUM 15OAK 16GUM 15GUM 8OAK 9OAK 10OAK 12 OAK 23 OAK 25 OAK 25 PNE 18 GUM 10 OAK 8OAK 10 OAK 11 PNE 21 GUM 11 PNE 24 PNE 13PNE 20 PNE 20GUM 22 PNE 18 GUM 12 PNE 20 PNE 14 GUM 11 PNE 13 GUM 14 OAK 12 GUM 15 PNE 28 GUM 14GUM 12PNE 17 GUM 22 GUM 15 GUM 14 GUM 14 PNE 24 GUM 15 GUM 13 PNE 18 GUM 19 PNE 25 PNE 12 GUM 24 GUM 22 GUM 22 GUM 20 GUM 12 GUM 16 GUM 19 OAK 15 GUM 15 GUM 17 GUM 16TR GUM 20PNE 22OAK 12 GUM 15 GUM 18 GUM 13 PNE 20 OAK 9 GUM 13 GUM 12GUM 12PNE 18 GUM 18 GUM 18 PNE 22 OAK 10 GUM 18 GUM 24 OAK 12 GUM 14 GUM 18 PNE 24 PNE 24 GUM 18OAK 11 GUM 13 GUM 22 GUM 13 GUM 20 GUM 28 GUM 30 GUM 24 PNE 26 OAK 22 GUM 32 GUM 13 GUM 22 GUM 12 GUM 24 GUM 13OAK 14 OAK 18 GUM 18 PNE 20 GUM 28GUM 16MAG 12 GUM 15 GUM 26 GUM 20 OAK 17 MAG 6 GUM 24 GUM 14 GUM 14GUM 14 GUM 16 GUM 14 OAK 12MAG 12 GUM 26 GUM 15 OAK 10 PNE 17 GUM 14 GUM 14 GUM 20 GUM 18 GUM 18 GUM 22 GUM 20 OAK 20 GUM 12 TR SD SD WET WET WET WET WE T WET WE T WET WET WETWETWETWET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET MAG 6 OAK 8 GUM 13 MAG 8 MAG 8 GUM 13 GUM 13 MAG 11OAK 12 MAG 8 OAK 10 MAG 4 MAG 4 MAG 6MAG 10 GUM 8 MAG 4 PNE 24 MAG 6 MAG 6MAG 8 GUM 15 GUM 12 GUM 10GUM 14 MAG 6GUM 14 MAG 8 MAG 4GUM 14 GUM 12MAG 9 GUM 11 GUM 13 GUM 13MAG 4 OAK 12MAG 4GUM 12GUM 10GUM 12 MAG 7 GUM 22MAG 6MAG 6 GUM 18 MAG 6 GUM 16 MAG 6MAG 6MAG 6 GUM 10 GUM 10 MAG 8GUM 10 GUM 10 OAK 12 GUM 10 PNE 26 MAG 4 MAG 6 MAG 6MAG 6 GUM 18 GUM 13 GUM 13 OAK 12 OAK 12 OAK 10GUM 18 MAG 9GUM 13 GUM 20 GUM 15 MAG 10PNE 20 PNE 18OAK 12 PNE 17 OAK 18 MAG 12GUM 16 PNE 27 GUM 16GUM 16 GUM 18 GUM 22 GUM 13 GUM 17GUM 17 GUM 22 GUM 28 GUM 15 GUM 13 GUM 24 GUM 20 GUM 18 GUM 26 WET WET WET WET WET WET WET WET WET WET WET WET WET WET SS SS SS SS SS SS SS SS SSSSSS SS SS SS SS SS SS SS SS SSSSSSSSSS SS SS SS SS SS SS SS X X X X X X X X X X X X SMHRIM: 18.96INV(S): 2.81INV(N): 2.768" PVC SMHRIM: 21.54INV(S): 2.14INV(W): 2.04INV(NE): 15.70 SMHRIM: 23.76INV(S): 1.26INV(W): 1.16 SMHRIM: 22.78INV(E): 0.78INV(N): 0.68 HO U S E SH E D SHED GARAGE HOUSE GRAVEL DRIVE GR A V E L CO N C R E T E 48.4 5 ' 32.18'45.1 0 ' 41.24' 43.84' 19. 2 7 ' 19. 7 2 ' 10.19' 69 . 3 9 ' 30.00' INV: 22.8615" RCP INV: 23.3115" RCP 8" P V C 8" P V C 8" P V C SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHEOHE OHE OHE OHE OHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OH E OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHE OHE UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UTUT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UTUTUTUT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWW 16" W A T E R M A I N 16" W A T E R M A I N 16" W A T E R M A I N SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SSSSSSSSSS SS SS SS SS SS SS SSSSSSSSSS SSSSSSSS SSSSSSSS WWWWWWW INV: 22.9418" RCP INV: 22.9418" RCP INV: 22.5118" RCP INV: 20.7518" RCP INV: 21.0018" RCP INV: 23.2812" RCP 28 28 28 28 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 2727 27 27 27 2727 27 27 27 27 27 27 27 27 27 2727272727 27 27 27 27 27 26 26 26 2626 26 26 26 26 26 26 26 26 26 26 26 26 2626 26 26 26 262626262626 26 26 26 26 26 26 26 26 26 26 26 26 26 26 26 26 26 26 26 26 26 26 26 26 26 26 26 26 26 26 26262626262626 26 26 26 26 2626 26 2626262626 26 26 26 26 26 26 26 26 26 26 26 26 2626 26 26 26 26 26 26 26 26 26 26 26 26 26 26 26 26 26 26 26 26 26 26 26 26 26 26 26 26 26 26 26 26 26 26 26 26 26 26 26 26 26 262626 26 26 26 26 26 26 26 26 26 26 26 26 26 26 26 25 25 25 25 25 25 25 25 25 2525 25 25 25 25 25 2525252525 252525252525252525 25 25 25 25 25 25 25 25 25 252525 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 252525252525252525 25 25 25 25 25 25 25 25 25 25 25 2525 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 2525252525 25 25 25 25 25 25 25 24 24 24 24 24 24 24 24 242424 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 2424 24 24 24 24 24 24 24 24 24 24 24 242424242424242424 24 24 24 24 24 24 24 2424242424242424242424242424 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 23 23 23 23 23 2323 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 2323 23 23 23 23 23 23 23 23 23 23 23 23 23 23 22 22 22 22 22 22 2222 22 22 22 22 22 22 22 22 22 22 22 22 2222 22 22 21 21 21 21 21 21 21 21 21 21 21 21 21 21 20 20 20 20 20 20 20 20 20 20 20 20 19 1919 19 19 19 19 19 19 18 18 18 18 18 18 18 18 18 17 17 17 17 17 17 17 17 17 16 16 16 16 16 16 16 16 16 16 15 15 15 15 15 15 15 15 15 14 14 14 14 14 14 14 14 14 13 13 13 13 13 13 13 13 13 12 12 12 12 12 12 12 12 12 11 11 11 11 11 11 11 11 11 10 10 10 10 10 10 10 10 10 9 9 9 9 9 9 9 9 9 8 8 8 8 8 8 8 7 7 7 7 7 6 6 6 5 INV: 23.2712" RCP INV: 23.4612" RCP INV: 23.1812" RCP INV: 23.2912" RCP INV: 22.8912" RCP PIPE BROKEN/BURIED 30' PRIVATE EASEMENT D.B. 1675, PG. 87 JAMAICA DRIVE60' WIDE PUBLIC ROW BERMUDA DRIVE60' WIDE PUBLIC ROW CA S T L E H A Y N E R D BERM U D A D R JAMA I C A D R NA S S A U R D SEDGEFIELD S/D 133 117 DA N I E S T CARL S E I T T E R D R OL I V E S T FU L B R I G H T S T PILG R I M C I LINE BEARING DISTANCE L1 N 87°45'54" W 73.22' L2 N 58°06'43" W 26.27'L3 N 41°29'58" W 43.44' L4 S 74°22'20" W 21.47' L5 S 78°13'16" W 43.25' L6 N 65°40'27" W 134.11' L7 S 88°10'56" W 43.17' L8 N 78°45'07" W 59.29' L9 N 67°05'13" W 161.24'L10 N 75°10'55" W 181.54' L11 S 87°12'36" W 85.65' L12 S 89°06'50" W 57.75' L13 N 68°22'58" W 53.69'L14 N 43°40'40" W 35.42' L15 N 07°39'23" W 46.28' L16 N 21°21'11" E 47.40'L17 N 41°49'49" E 65.31' L18 N 01°57'22" W 39.74' L19 N 58°03'16" W 71.24' L20 N 21°48'13" W 111.10' L21 N 57°39'18" W 58.73' L22 N 64°14'21" W 93.27' L23 N 20°35'21" W 59.46' L24 N 09°36'53" E 99.12' L25 N 25°12'26" W 52.95' L26 S 87°44'21" W 92.47'L27 N 81°34'04" W 105.84' L28 N 32°30'52" W 64.65' L29 N 02°58'37" E 77.54' CENT E R L I N E O F C A N A L (BAS E D O N N E W H A N O V E R C O U N T Y G I S A E R I A L ) N 71° 4 4 ' 3 5 " E 17 3 1 . 1 7 ' 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" = 2 0 0 ' 12 / 1 9 / 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 SE I T T E R T R A C T S EX I S T I N G C O N D I T I O N S EX-1.0 22343.PE BI L L C L A R K H O M E S O F W I L M I N G T O N , L L C 10 1 A U T U M N H A L L D R I V E , S U I T E 1 2 0 WI L M I N G T O N , N C 2 8 4 0 3 22 0 7 C A S T L E H A Y N E R O A D LEGEND: IRON PIPE FOUND IRON ROD FOUND IRON ROD SET PK NAIL FOUND PK NAIL SET STONE FOUND COMPUTED POINT IPF IRF PKF PKS CMF BOUNDARY LINE ADJOINING BOUNDARY LINE RIGHT OF WAY 100-YR FLOOD LINE ZONE AE LINE PRELIMINARY DRAWING DO NOT USE FOR CONSTRUCTION, RECORDATION, CONVEYANCES, OR SALES. 100-YR 100-YR 100-YR 100-YR 100-YR 100-YR 100-YR 100-YR 100-YR NA D 8 3 0 75 150 300 450 600 SCALE: 1"=150' VICINITY MAP (NOT TO SCALE) SITE SITE DATA SITE ADDRESS(S):2207 CASTLE HAYNE ROAD WILMINGTON, NORTH CAROLINA 28401 OWNER INFORMATION: EDWARD SEITTER 2207 CASTLE HAYNE ROAD WILMINGTON, NC 28401 TOTAL SITE AREA:SECTION 1 14.94 AC.±, or 650,820 SQ. FT.± SECTION 2 45.83 AC.±, or 1,996,213 SQ. FT.± PAR ID:R03300-001-057-000 R03300-001-005-000 R03300-001-053-000 R03300-001-005-001 R03300-001-041-000 DEED BOOK 6438, PAGE 2702 DEED BOOK 5671, PAGE 1100 DEED BOOK 5787, PAGE 2275 DEED BOOK 5671, PAGE 1104 DEED BOOK 5671, PAGE 1108 DEED BOOK 1503, PAGE 851 ZONING:R-20 REGGIE J NORRIS PARID: R03300-001-003-000 D.B. 6261, PG. 1142 SEITTER ACRES M.B. 9, PG. 20 MARY HELEN LONG PARID: R03319-007-001-000 D.B. 1333, PG. 1456 BRANDON HEWETT LONG PARID: R03300-001-004-000 D.B. 6472, PG. 633 10 0 - Y R 100-YR 100-YR 10 0 - Y R 100- Y R 10 0 - Y R 10 0 - Y R 10 0 - Y R 100 - Y R 10 0 - Y R 1 0 0 - Y R 100-YR 100- Y R 100-YR 100-YR 10 0 - Y R 100-YR 100-YR 10 0 - Y R 10 0 - Y R 10 0 - Y R 100-YR FO FO FO FO FO FO FO FO FO BM X X X SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS INV: 22.2915" RCP INV: 22.4415" RCP 15" R C P X X OAK 12 X X X X TR OAK 17 MAG 6 GUM 24 GUM 14 GUM 14GUM 14 GUM 16 TR W E T W E T W E T WET WET WET WE T WE T WE T WET WET WE T WET SS SS SS SS SS SS SS SS SS OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E O H E OHEOHE O H E OHE OHEOHEOHE OHE OHE UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT U T U T UT UT UT UT UT UT UT UT UT UTUT UT UT UT UT UT UT UT UT W W W W W W W W W W W W W W W W W W W W W W W W W W SS SSSS W WE T WET WET W E T WE T WET 1278910111214152122232425262728293031323334353637383940 47 48 49 52 53 54 55 56 57 58 59 60 61 62 63 64 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 6 5 4 3161718192041 6665 85 86 87 88 89 90 91 46 424344 51 50 45 13 92 WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW 13+ 0 0 14 + 0 0 15+ 0 0 16+ 0 0 17+ 0 0 17+ 2 1 . 4 0 18+ 0 0 19+ 0 0 19+ 6 0 . 8 1 27 26 27 26 W W W SSSS SSSSSSSS SSSSSSSS SSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSS SS CARL SEITTER DRIVE 60' PUBLIC R/W CA S T L E H A Y N E R O A D 80 ' P U B L I C R / W 30' 30' 62' 25' 7' 76' 83' R28' 76' 92' R28' 10' EDGE O F P V M T REGGIE J NORRISPARID: R03300-001-003-000D.B. 6261, PG. 1142 HANOVER LAKES PROPERTYOWNERS ASSOCIATION, INC.PARID: R04100-001-026-000D.B. 6509, PG. 2827 BRUCE BCAMERONTRUSTPARID:R03300-001-023-001D.B. 5702, PG.2622 CAROLINAPOWER & LIGHTCOPARID:R03300-001-010-000D.B. 974, PG. 382 SEITTER ACRESM.B. 9, PG. 20 MARY HELEN LONGPARID: R03319-007-001-000D.B. 1333, PG. 1456 BRANDON HEWETT LONGPARID: R03300-001-004-000D.B. 6472, PG. 633 LINE BEARING DISTANCEL1N 87°45'54" W 73.22'L2 N 58°06'43" W 26.27' L3 N 41°29'58" W 43.44' L4 S 74°22'20" W 21.47'L5 S 78°13'16" W 43.25'L6 N 65°40'27" W 134.11'L7 S 88°10'56" W 43.17'L8 N 78°45'07" W 59.29'L9 N 67°05'13" W 161.24' L10 N 75°10'55" W 181.54' L11 S 87°12'36" W 85.65'L12 S 89°06'50" W 57.75'L13 N 68°22'58" W 53.69'L14 N 43°40'40" W 35.42'L15 N 07°39'23" W 46.28'L16 N 21°21'11" E 47.40' L17 N 41°49'49" E 65.31'L18 N 01°57'22" W 39.74'L19 N 58°03'16" W 71.24'L20 N 21°48'13" W 111.10'L21 N 57°39'18" W 58.73'L22 N 64°14'21" W 93.27'L23 N 20°35'21" W 59.46' L24 N 09°36'53" E 99.12'L25 N 25°12'26" W 52.95'L26 S 87°44'21" W 92.47'L27 N 81°34'04" W 105.84'L28 N 32°30'52" W 64.65'L29 N 02°58'37" E 77.54' L1L2 L3L4 L5L6L7L8 L9 L10 L11 L12L13 L14 L15 L16 L17 L18 L19 L20 L21 L22 L23 L24 L25 L26 L27 L28 L29 PARK LAKEPROPERTIES, LLC 100 - Y R 100- Y R 100-YR 100 - Y R 10 0 - Y R 100-YR 100 - Y R 10 0 - Y R 10 0 - Y R 10 0 - Y R 10 0 - Y R 10 0 - Y R 1 0 0 - Y R 10 0 - Y R 100 - Y R 1 0 0 - Y R 100 - Y R 100-YR 1 0 0 - Y R 100 - Y R 100-YR AREA OF O V E R L A P F R O M D.B. 974, P G . 3 8 2 CORREC T E D B Y D.B. 1503 , P G . 8 5 1 FO FO FO BM X SS SS SS SS SS SS INV: 22.2915" RCP INV: 22.4415" RCP 15" R C P OAK 12 X TR OAK 17 MAG 6 GUM 24 GUM 14 GUM 14GUM 14 GUM 16 TR SS SS SS SS SS OH E OH E OH E OH E OHE OHE OHE UT UT UT UT UT UT UT UT UT UT UT UT UT W W W W W W W W W W W W W W W W W W SS 1278910111214152122232425262728293031323334353637383940 47 48 49 52 53 54 55 56 57 58 59 60 61 62 63 64 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 6 5 4 3161718192041 6665 85 86 87 88 89 90 91 46 424344 51 50 45 13 92 WWWWWWWWWWWWWW 10+00 11+00 12+00 13+00 14+00 15+0 0 16+0 0 17+0 0 17+21.4 0 18+0 0 19+0 0 19+60 . 8 1 27 26 2726 W 18 1716 20 19 19 20 2120 2423222120 2625 2523 24 2526191819 SS SS SS SSSSSS CARL SEITTER DRIVE 60' PUBLIC R/W CA S T L E H A Y N E R O A D 80 ' P U B L I C R / W CA S T L E H A Y N E R D CARL S E I T T E R D R N . 2 3 R D S T JAMAI C A D R CHADWICK AV E 70' MIN 20' MIN R28' 20' MIN RI V E R S I D E C O V E 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 22343.PE BI L L C L A R K H O M E S O F W I L M I N G T O N , L L C 10 1 A U T U M N H A L L D R I V E , S U I T E 1 2 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 UPLANDS HANOVER LAKES VICINITY MAP SCALE: 1" = 2000' VICINITY MAP SCALE: 1" = 2000' VICINITY MAP SCALE: 1" = 2000' SITE EXISTING SITE DATA: PROJECT NAME:RIVERSIDE COVE APPLICANT:CLARK BUILDERS LLC 200 E ARLINGTON BLVD, SUITE A GREENVILLE, NC 27858 PARCEL ID:R03300-001-057-000 R03300-001-005-000 R03300-001-053-000 R03300-001-005-001 R03300-001-041-000 PROJECT ACREAGE: ± 60.46 AC CURRENT ZONING:R-20 (RESIDENTIAL DISTRICT) PROPOSED USE:PERFORMANCE RESIDENTIAL WETLANDS ON SITE:± 34.33 AC EXISTING 45' WIDE SEWER EASEMENT Overall Site 1" = 300' PROPERTY BOUNDARY NON-JURISDICTIONAL DITCH WITHIN THE PROPOSED DRAINAGE EASEMENT. AE FLOODWAY WETLANDS TYP. STUB STREET FLOOD INFORMATION: 1.PORTIONS OF THIS SITE ARE LOCATED IN ZONES AE AND AE FLOODWAY AS SHOWN ON FEMA FLOOD MAP NO. 3720312900K BEARING AN EFFECTIVE DATE AUGUST 28, 2018. 0 50 100 200 400 SCALE: 1"=100' GRAPHIC SCALE N A D 8 3 ( 2 0 1 1 ) OV E R A L L S I T E P L A N C-2.0 3/ 1 9 / 2 0 2 4 1" = 1 0 0 ' JR C GJ B RP B ROAD A 50' PRIVATE ROW STORMWATER POND ±1.2 AC RO A D B 50 ' P R I V A T E R O W FIRE APPARATUS ACCESS ROAD TURNAROUND OPEN SPACE: REQUIRED:12.1 ACRES (60.46 X 20%) PROVIDED:39.49 ACRES (65.3% OF SITE) 20' SETBACK PHASE LINE TEMPORARY FIRE APPARATUS ACCESS ROAD TURNAROUND OPEN SPACE KEY PASSIVE OPEN SPACE ± 3.96 AC WETLANDS ± 34.33 AC PONDS ± 1.2 AC TOTAL OPEN SPACE REQUIRED (20% OF ACREAGE):± 12.1 AC TOTAL OPEN SPACE PROVIDED:± 39.49AC MAIL CBU PROJECT ROAD NOTES: 1.ALL ROADS WILL BE PRIVATE RIGHTS OF WAY CONSTRUCTED TO NCDOT SUBDIVISION ROADS MINIMUM CONSTRUCTION STANDARDS. 2.ALL INTERNAL ROADWAY INTERSECTIONS WILL HAVE A 25' MINIMUM RADIUS AND CONNECTIONS TO EXISTING ROADWAYS WILL HAVE A 30' MINIMUM RADIUS. 3.STREET NAMES SIGNS SHALL BE INSTALLED AS SOON AS ROADWAYS ARE ACCESSIBLE BY VEHICLE TRAFFIC. 4.ADDRESSING WILL COMPLY WITH LOCAL REQUIREMENTS. 24' 1/2" PER FT1/4" PER FT SLOPES= 3:1 MODIFIED VALLEY CURB SLOPES= 3:1 1' 50 FT R/W 6"-B25.0B BASE 1/4" PER FT 6" STONE UNDER CURBING 1.5"-SF9.5B SURFACE 5'2' SIDEWALK 12'5'1' 1'1' STREETLIGHT, TYP. LANDSCAPED AND NEIGHBORHOOD SIGN AREAS PROPOSED PRIVATE DRAINAGE EASEMENT 30' WIDTH. PH A S E I PH A S E I I 5' SIDEWALK EXISTING WETLAND PROPOSED USES AND DENSITY: MAXIMUM DENSITY:1.9 DU/AC PROVIDED:115 UNITS (60.46 X 1.9) PROPOSED LOTS:92 LOTS PROPOSED DENSITY:1.52 DU/AC SETBACKS AND SPACING: 1.BUILDINGS ON THE PERIHERY OF THE DEVELOPMENT SHALL BE SETBACK A MINIMUM OF 20 FEET. 2.SINGLE FAMILY DWELLINGS SHALL BE SPACED A MINIMUM OF 10 FEET FROM EACH OTHER. SIGNAGE NOTE: 1.SIGNAGE TO BE PERMITTED SEPARATELY AND SHALL COMPLY WITH SECTION 5.6 OF THE UDO. TRAFFIC NOTE: 1.PROPOSED DEVELOPMENT EXPECTED TO GENERATE LESS THAN 100 PEAK HOUR TRIPS. A TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. WETLAND NOTE: 1.WETLANDS SHOWN BASED ON A PRELIMINARY JURISDICTIONAL DETERMINATION ISSUED BY THE U.S. ARMY CORPS OF ENGINEERS. UTILITY NOTE: 1.WATER AND SEWER SERVICES TO BE COORDINATED WITH CAPE FEAR PUBLIC UTILITY AUTHORITY. WETLANDS WET WATER LINE PROPOSED SETBACKS W W W FIRE HYDRANT ASSEMBLY PROPOSED POND OUTLINE LOT LINE PROPERTY LINE LEGEND STREETLIGHT WETLAND RIGHT OF WAY SEWER LINESSSS SPECIAL FLOOD HAZARD AREA100-YR100-YR FLOODWAY PROPOSED 30' PRIVATE DRAINAGE EASEMENT. PR O F ESSION ENGI N E E R SEAL A L G E RALD J . B U R KS 0 5 0 7 8 3 NO R T H CAROLIN A 03/19/2024 20' SETBACK FIRE APPARATUS TURNAROUND MIN. DIMENSIONS (NTS) 10' X 70' SIGHT TRIANGLE, TYP. PROPOSED FIRE HYDRANT, TYP. CA S T L E H A Y N E R D CARL S E I T T E R D R N. 2 3 R D S T JAMAI C A D R CHADWICK AV E SEITTER ACRES M.B. 9, PG. 20 MARY HELEN LONG PARID: R03319-007-001-000 D.B. 1333, PG. 1456 BRANDON HEWETT LONG PARID: R03300-001-004-000 D.B. 6472, PG. 633 PEC 24 FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO BM X X X X X X X SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSS INV: 22.29 15" RCP INV: 22.44 15" RCP 15 " R C P OAK 10 PNE 15 GUM 12 GUM 12 MAG 6 PNE 12 GUM 12 GUM 12 PNE 12 GUM 13 OAK 9OAK 9 OAK 12 OAK 12OAK 8 OAK 12 OAK 8 OAK 15 OAK 15 OAK 8 OAK 8OAK 8OAK 8 OAK 10 OAK 8 OAK 12 OAK 8 PNE 20 OAK 10 PNE 17 PNE 16 GUM 12 GUM 12 GUM 8 GUM 12 PNE 24 PNE 20 PNE 17 PNE 22 GUM 10 OAK 8 PNE 26 PNE 22 GUM 11 MAG 6 GUM 17 MAG 6 GUM 12GUM 12 MAG 8 GUM 12 GUM 9 OAK 10 MAG 8 MAG 11 GUM 12 X X X X X X X X OAK 9 MAG 6 OAK 8 GUM 13 MAG 8 MAG 8 GUM 13 GUM 13 MAG 4 MAG 6 MAG 10 GUM 8 MAG 4 PNE 24 OAK 12 GUM 10 PNE 26 MAG 4 MAG 6 MAG 6MAG 6 OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OHEOHE O H E O H E OHEOHEOHEOHE OH E O H E O H E O H E O H E OHEOHEOHEOHEOHEOHEOHE OHE OH E OHEOHE OHE UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT U T U T U T U T UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UTUTUT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWW SS SS SSSSSSSS WW 1278910111214152122232425 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 6 5 4 31617181920 85 86 87 88 89 90 91 13 92 13 + 0 0 14 + 0 0 15 + 0 0 16 + 0 0 17 + 0 0 17 + 2 1 . 4 0 18 + 0 0 19 + 0 0 19 + 6 0 . 8 1 LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LOD LO D 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 LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD 27 26 27 26 VICINITY MAP SCALE: 1" = 2000' VICINITY MAP SCALE: 1" = 2000' VICINITY MAP SCALE: 1" = 2000' SITE EXISTING SITE DATA: PROJECT NAME:RIVERSIDE COVE APPLICANT:CLARK BUILDERS LLC 200 E ARLINGTON BLVD, SUITE A GREENVILLE, NC 27858 PARCEL ID:R03300-001-057-000 R03300-001-005-000 R03300-001-053-000 R03300-001-005-001 R03300-001-041-000 PROJECT ACREAGE: ± 60.46 AC CURRENT ZONING:R-20 (RESIDENTIAL DISTRICT) PROPOSED USE:PERFORMANCE RESIDENTIAL WETLANDS ON SITE:± 34.33 AC FLOOD INFORMATION: 1.PORTIONS OF THIS SITE ARE LOCATED IN ZONES AE AND AE FLOODWAY AS SHOWN ON FEMA FLOOD MAP NO. 3720312900K BEARING AN EFFECTIVE DATE AUGUST 28, 2018. 0 50 100 200 400 SCALE: 1"=100' 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 03 / 1 9 / 2 4 1" = 1 0 0 ' JR C BW S RP B ROAD A 50' PRIVATE ROW STREETLIGHT, TYP.LANDSCAPED AND NEIGHBORHOOD SIGN AREAS RI V E R S I D E C O V E 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 22343.PE BI L L C L A R K H O M E S O F W I L M I N G T O N , L L C 10 1 A U T U M N H A L L D R I V E , S U I T E 1 2 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 WET WATER LINE PROPOSED SETBACKS W W W FIRE HYDRANT ASSEMBLY PROPOSED POND OUTLINE LOT LINE PROPERTY LINE LEGEND STREETLIGHT WETLAND RIGHT OF WAY SEWER LINESSSS SPECIAL FLOOD HAZARD AREA100-YR100-YR FLOODWAY PR O F ESSION ENGIN E E R SEAL A L G E RALD J . B U R KS 0 5 0 7 8 3 N O R T H CAROLI N A 03/19/2024 CARL SEITTER DRIVE 60' PUBLIC ROW MA T C H L I N E - S E E S H E E T L - 1 . 1 TREE TO BE REMOVED, TYP. TREES LOCATED ON LOTS LESS THAN ONE ACRE ARE EXEMPT FROM THE TREE RETENTION STANDARDS ONLY SWEETGUMS LOCATED WITHIN REQUIRED OPEN SPACE AND BUFFERS ARE SUBJECT TO THE TREE RETENTION STANDARDS TREE RETENTION NOTES 1.SIGNIFICANT AND SPECIMEN TREES THAT ARE REMOVED SHALL BE MITIGATED IN ACCORDANCE TO THE NEW HANOVER COUNTY ORDINANCE. 2.TREES THAT REQUIRE MITIGATION INCLUDE: 2.1.ANY 24" DIAMETER OR LARGER CONIFER TREE 2.2.ANY 18" DIAMETER OR LARGER LONG LEAF PINE, POND CYPRESS, BALD CYPRESS, AND HARDWOOD TREE 2.3.ANY 8" DIAMETER OF LARGER FLOWERING TREE 3.SEE TREE MITIGATION CALCULATIONS ON SHEET L-1.2 CA S T L E H A Y N E R D CARL S E I T T E R D R N. 2 3 R D S T JAMAI C A D R CHADWICK AV E 30' 30' REGGIE J NORRIS PARID: R03300-001-003-000 D.B. 6261, PG. 1142 100-YR 100-YR 100-Y R 100 - Y R 100- Y R 100 - Y R 100-Y R 100-Y R 1 0 0 - Y R 100 - Y R 100 - Y R 1 0 0 - Y R 1 0 0 - Y R 10 0 - Y R 10 0 - Y R 100-YR 1 0 0 - Y R 100-YR 10 0 - Y R 100 - Y R 100-Y R 100 - Y R 100 - Y R 100 - Y R 10 0 - Y R 10 0 - Y R 10 0 - Y R 100- Y R 100-YR 10 0 - Y R X X X X X GUM 15 GUM 15 GUM 12 OAK 24 GUM 15 GUM 12 OAK 23 OAK 25 OAK 25 OAK 11PNE 24PNE 20GUM 22 PNE 28 GUM 14GUM 12 PNE 17 GUM 22 GUM 15 GUM 14 GUM 14GUM 15 GUM 13 PNE 18 GUM 19 PNE 25 PNE 12 GUM 24 GUM 17 GUM 16 OAK 12 GUM 14 PNE 26 OAK 22 GUM 32 GUM 13 GUM 22 GUM 12 GUM 24 GUM 13 OAK 14 OAK 18 GUM 18 PNE 20 GUM 28GUM 16MAG 12 GUM 15 GUM 26 GUM 20 OAK 17 MAG 6 GUM 24 GUM 14 GUM 14GUM 14 GUM 16 GUM 14 OAK 12MAG 12 GUM 26 GUM 15 OAK 10 PNE 17 GUM 14 GUM 14 GUM 20 GUM 18 GUM 18 GUM 22 GUM 20 OAK 20 GUM 12 SD W E T WET WE T W E T W E T WET WETWET WET WET WET WET W E T WE T WE T WET WE T WE T GUM 22 GUM 28 GUM 15 GUM 13 GUM 24 GUM 20 GUM 18 GUM 26 WET WE T WET WE T WE T W E T WE T WET SS SS SS SS SS SSSS SS SS SS SS SSSSSS SS SS SS SS X X X X WET WE T WE T WET WET WE T WE T WE T W E T 262728293031323334353637383940 47 48 49 52 53 54 55 56 57 58 59 60 61 62 63 64 67 41 6665 46 424344 51 50 45 LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD 18 1716 20 19 19 20 2120 2423222120 2625 2523 24 2526 LODLODLOD LO D L O D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD L O D LO D LO D 1918 19 VICINITY MAP SCALE: 1" = 2000' VICINITY MAP SCALE: 1" = 2000' VICINITY MAP SCALE: 1" = 2000' SITE EXISTING SITE DATA: PROJECT NAME:RIVERSIDE COVE APPLICANT:CLARK BUILDERS LLC 200 E ARLINGTON BLVD, SUITE A GREENVILLE, NC 27858 PARCEL ID:R03300-001-057-000 R03300-001-005-000 R03300-001-053-000 R03300-001-005-001 R03300-001-041-000 PROJECT ACREAGE: ± 60.46 AC CURRENT ZONING:R-20 (RESIDENTIAL DISTRICT) PROPOSED USE:PERFORMANCE RESIDENTIAL WETLANDS ON SITE:± 34.33 AC EXISTING 45' WIDE SEWER EASEMENT FLOOD INFORMATION: 1.PORTIONS OF THIS SITE ARE LOCATED IN ZONES AE AND AE FLOODWAY AS SHOWN ON FEMA FLOOD MAP NO. 3720312900K BEARING AN EFFECTIVE DATE AUGUST 28, 2018. 0 50 100 200 400 SCALE: 1"=100' 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-1.1 03 / 1 9 / 2 4 1" = 1 0 0 ' JR C BW S RP B ROAD A 50' PRIVATE ROW STREETLIGHT, TYP.RI V E R S I D E C O V E 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 22343.PE BI L L C L A R K H O M E S O F W I L M I N G T O N , L L C 10 1 A U T U M N H A L L D R I V E , S U I T E 1 2 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 WET WATER LINE PROPOSED SETBACKS W W W FIRE HYDRANT ASSEMBLY PROPOSED POND OUTLINE LOT LINE PROPERTY LINE LEGEND STREETLIGHT WETLAND RIGHT OF WAY SEWER LINESSSS SPECIAL FLOOD HAZARD AREA100-YR100-YR FLOODWAY PR O F ESSION ENGIN E E R SEAL A L G E RALD J . B U R KS 0 5 0 7 8 3 N O R T H CAROLI N A 03/19/2024 CARL SEITTER DRIVE 60' PUBLIC ROW MA T C H L I N E - S E E S H E E T L - 1 . 0 TREE TO BE REMOVED, TYP. TREES LOCATED ON LOTS LESS THAN ONE ACRE ARE EXEMPT FROM THE TREE RETENTION STANDARDSONLY SWEETGUMS LOCATED WITHIN REQUIRED OPEN SPACE AND BUFFERS ARE SUBJECT TO THE TREE RETENTION STANDARDS TREE RETENTION NOTES 1.SIGNIFICANT AND SPECIMEN TREES THAT ARE REMOVED SHALL BE MITIGATED IN ACCORDANCE TO THE NEW HANOVER COUNTY ORDINANCE. 2.TREES THAT REQUIRE MITIGATION INCLUDE: 2.1.ANY 24" DIAMETER OR LARGER CONIFER TREE 2.2.ANY 18" DIAMETER OR LARGER LONG LEAF PINE, POND CYPRESS, BALD CYPRESS, AND HARDWOOD TREE 2.3.ANY 8" DIAMETER OF LARGER FLOWERING TREE 3.SEE TREE MITIGATION CALCULATIONS ON SHEET L-1.2 PROPOSED DRAINAGE EASEMENT 30' WIDTH. TREE TO BE RETAINED, TYP. CA S T L E H A Y N E R D CARL S E I T T E R D R N. 2 3 R D S T JAMAI C A D R CHADWICK AV E VICINITY MAP SCALE: 1" = 2000' VICINITY MAP SCALE: 1" = 2000' VICINITY MAP SCALE: 1" = 2000' SITE EXISTING SITE DATA: PROJECT NAME:RIVERSIDE COVE APPLICANT:CLARK BUILDERS LLC 200 E ARLINGTON BLVD, SUITE A GREENVILLE, NC 27858 PARCEL ID:R03300-001-057-000 R03300-001-005-000 R03300-001-053-000 R03300-001-005-001 R03300-001-041-000 PROJECT ACREAGE: ± 60.46 AC CURRENT ZONING:R-20 (RESIDENTIAL DISTRICT) PROPOSED USE:PERFORMANCE RESIDENTIAL WETLANDS ON SITE:± 34.33 AC FLOOD INFORMATION: 1.PORTIONS OF THIS SITE ARE LOCATED IN ZONES AE AND AE FLOODWAY AS SHOWN ON FEMA FLOOD MAP NO. 3720312900K BEARING AN EFFECTIVE DATE AUGUST 28, 2018. TR E E R E M O V A L P L A N L-1.2 03 / 1 9 / 2 4 1" = 1 0 0 ' JR C BW S RP B RI V E R S I D E C O V E 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 22343.PE BI L L C L A R K H O M E S O F W I L M I N G T O N , L L C 10 1 A U T U M N H A L L D R I V E , S U I T E 1 2 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 PR O F ESSION ENGIN E E R SEAL A L G E RALD J . B U R KS 0 5 0 7 8 3 N O R T H CAROLI N A 03/19/2024 TREE RETENTION NOTES 1.SIGNIFICANT AND SPECIMEN TREES THAT ARE REMOVED SHALL BE MITIGATED IN ACCORDANCE TO THE NEW HANOVER COUNTY ORDINANCE. 2.TREES THAT REQUIRE MITIGATION INCLUDE: 2.1.ANY 24" DIAMETER OR LARGER CONIFER TREE 2.2.ANY 18" DIAMETER OR LARGER LONG LEAF PINE, POND CYPRESS, BALD CYPRESS, AND HARDWOOD TREE 2.3.ANY 8" DIAMETER OF LARGER FLOWERING TREE