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HomeMy WebLinkAboutMyrtle Sound TRC Signed Approved Site PlansPE D E N P O I N T R D MY R T L E G R O V E R D PIN E R R D MARI N A C L U B D R WILMINGTON, NC 28401 MYRTLE SOUND 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 MYRTLE GROVE ROAD - NEW HANOVER COUNTY SHEET INDEX DECEMBER 2024 C-0.0 COVER SHEET APPROVALS:CONSULTANTS: LANDSCAPE ARCHITECT: NEW HANOVER COUNTY, NORTH CAROLINA STOREHOUSE HOLDINGS, LLC 315 DAWSON STREET WILMINGTON, NC 28401 PARAMOUNTE ENGINEERING, INC. 122 CINEMA DRIVE WILMINGTON, NORTH CAROLINA 28403 P: (910) 791-6707 ATTN: TIM CLINKSCALE, 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 # 23353.PE APPLICANT: ENGINEER / SURVEYOR : PREPARED BY: 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 122 Cinema Drive Wilmington, North Carolina 28403 (910) 791-6707 (O) (910) 791-6760 (F) NC License #: C-2846 STOREHOUSE HOLDINGS, LLC SHEET NUMBER SHEET TITLE PRELIMINARY PLANC-2.0 EXISTING CONDITIONSEX-1 MARCH 2024 FOR TRC DESIGN DOCUMENTS PERFORMANCE RESIDENTIAL SUBDIVSION STOREHOUSE HOLDINGS, LLC 315 DAWSON STREET PRELIMINARY PLAN SITE VICINITY MAP SCALE: 1" = 2000' VICINITY MAP SCALE: 1" = 2000' VICINITY MAP SCALE: 1" = 2000' REVISED DECEMBER 2024 TREE REMOVAL PLANL-1.0 - L-1.1 2/28/25 100 - Y R 100 - Y R 100 - Y R 100 - Y R 1 0 0 - Y R 10 0 - Y R 10 0 - Y R 1 0 0 - Y R 1 0 0 - Y R 100 - Y R 100- Y R 100- Y R 100-Y R 100-YR 100- Y R 500 - Y R 500-YR500-YR 500- Y R 500 - Y R 500 - Y R 50 0 - Y R 50 0 - Y R 50 0 - Y R 500 - Y R 50 0 - Y R 500-YR 50 0 - Y R 500 - Y R 50 0 - Y R 50 0 - Y R 500 - Y R 500-YR 500 - Y R 50 0 - Y R 50 0 - Y R 5 0 0 - Y R 5 0 0 - Y R 50 0 - Y R 50 0 - Y R 500 - Y R 50 0 - Y R 50 0 - Y R 50 0 - Y R 500 - Y R 500 - Y R 50 0 - Y R 50 0 - Y R 50 0 - Y R 50 0 - Y R 50 0 - Y R 500-YR 50 0 - Y R 500-YR 50 0 - Y R 50 0 - Y R 500-Y R 500- Y R 500-YR 50 0 - Y R 22 . 4 ' 22 . 2 ' #5 5 1 7 ON E - S T O R Y W O O D F R A M E CA R P O R T SC R E E N E D PO R C H CO V E R E D PO R C H SH E D HV A C SO I L DR I V E 16 . 2 ' #5 5 2 1 ON E - S T O R Y WO O D FR A M E 27 26 26 25 25 25 25 24 24 23 23 22 22 22 22 21 2 1 21 21 2 0 20 19 19 18 18 17 17 17 17 16 16 15 15 15 15 14 14 14 14 1 3 13 13 13 12 1 2 12 12 11 11 11 10 10 9 9 9 9 8 8 8 8 8 8 7 7 7 7 7 6 6 5 5 4 4 1011 21O 18O 31O 38O 14O 14O 16O 18O 42 O 15O 20O 16O 13O 20O 13O 17O 15O 13O 13O 13O 13O 15O 13O 12O 17O 15O 17O 14O 13O 17O 15O 15O 13O 15O 18O 31O 19O TWIN 14O14O 14O 12O 15O 15O 14O 24O 18O 17O 16O 18O 15LO 16O 16O 13O 13O 16O 25O 14O13O 14O 18O 13O 14O 16O14O14O 13O 14O 13O 13O 13O 16O 18O 17O 13O 14O 17O 14O 17O 13O 16O 18O 20O 13O 35O 12O 18O 16MAG 14MAG CLUSTER 13MAG CLUSTER 11 MAG CLUSTER10 MAG CLUSTER 13MAG 13MAG 19M 17MAG 15MAG 19MAG 13MAG 15MAG 13MAG 13MAG 15MAG 13MAG 23P 24P 18P 14P 23P 20P 16P 18P 18P 18P 19P 18P 25P 18P 14P 17P 13P 19P 21P 19P 22P 18P 13P 22LLP 14P 16P 24P 18P 24P 17P 22P 19P 15P 14P 13P 21P 13P17P 20P 13P 18P 14P 21P 19P 16P 13P 19P18P 16P 16P16P 17P15P 26P 22P 18P 14P 18P 15P 15P 15P 19P 18P 14P 14P 19P 27P 26P 16P 19P 15P 18P 16P 13P 18P 17P 13P 16P 13P 17P 14P 16P 13P16P 14P 16P 14P 13P 14P 13P 15P 13P15P 19P 14P 18P 16P15P 20P 18P 18P 23P 33P 13P15P 16P 20P 28P13P 14P 16P 19P 14P 16P 14P 18P 15P 21P12P 17P 18P 16P 16P 18P 18P 14P16P 16P 16P 17P 13P 14P 13P 13P 16P 13P 14P 13P 15P 19P 14P 13P 16P 12P 14P 13P 14P 18P 27P 14P 18P 18P 18P 13P 19P 15P 19P 16P 13P 12P 16P 13P 13P 15P 17P 12P 16P 15P 18P 15P 16P 18P 14P 12P 14P 17P 15P 13P 13P 13P 12P 16P 13P 23P 23P 17P 15P 23P23P 25P 16P 14P 16P 18P 18P 21P 12P 14P 14P 12P 13P 34P 23P 16P 16P 14P 16P 12P 18P 16P 14P 15P 23P 30P 15P 12P 15P 26P 22P 22P 23P 24P 24P 16P 17P 27P 28P 15P 20P 19P 21P 19P 17P16P 28P 30P 16P 18P 15P 23P 26P 26P 21P 12P 13P 13P 12P 12P 29P 23P 17P 23P 20P 16P 21P 18P 16P 22P 18P 20P 21P 21P 16P 17P 18P 14P 20P 20P 21P 15P 16P 15P 19P 14P 14P 12P 13P14P 17P 14P 14P12P 13P 14P 21P 22P 16P 21P 18P 13P 16P 14P 14P 15P 12P 12P 25P 16P 21P 23P 19P 14P 13P 19P 21P 17P 15P 15P 15P 16P 18P 22P 16P 14P 15P 21P 17P 18P 16P 13P 17P 15P 12P 29P 32P 18P 14P 23P 25P 21P 30P 24P 31P 27P 17P 28P 14P 13P 17P 15P 12P 16P 13P 17P 19P 16P 19P 17P 14P 17P 23P 13P 14P 16P15P 20P 17P 13P 16P14P 15P 15P 19P 16P 13P 19P 16P 21P 17P 16P17P 14P 16P 13P 15P16P 19P 18P 29P 20P 19P 15P 24P 25P 25P 17P 23P15P 17P 22P 13P 21P 24P22P 13P17P 15P 16P 14P 16P 14P 21P 19P 14P 21P 17DOG 13DOG 15GUM 14GUM 15G13G 13G TWIN13G TWIN 20G 13G 16G 15G 16G 15G 17G 15G 17G 15G 17G 17G 13G 15SYCA 28SYCA PARCEL ID: R07616-003-005-000 NOW/FORMERLY RACKLEY SANDRA S TRUSTEE DB 6575 PG 2055 PARCEL ID: R07616-003-006-000 NOW/FORMERLY RACKLEY SANDRA S TRUSTEE DB 6256 PG 664 PARCEL ID: R07616-003-007-000 NOW/FORMERLY MINCY SAMUEL THOMAS ANN S DB 819 PG 101 PARCEL ID: R07616-003-009-000 NOW/FORMERLY KYE WANDA G DB 6601 PG 30 MB 70 PG 44 E.I.P.E.I.P. E.I.P. E.I.P. (WITNESS TO CORNER) E.I.R. A B C BR A N C H T H A T H A S B E E N DI T C H E D I S P R O P E R T Y L I N E (A - B ) R/ W R/ W SEA GULL LANE (PRIVATE) MB 26 PG 114 E.I.P. (WITNESS TO CORNER) NA T U R A L B R A N C H I S P R O P E R T Y L I N E (B - C ) S 64°00'39" E 158.72' TIE TO E.C.M. (NTS) E.C.M. R/ W R / W R / W PARCEL ID: R07616-003-004-000 NOW/FORMERLY STOREHOUSE HOLDINGS LLC DB 6658 PG 1048 1.02 ACRES ± PARCEL ID: R07616-003-033-000 NOW/FORMERLY STOREHOUSE HOLDINGS LLC TRACT 5 DB 6658 PG 1042 0.32 ACRES ± PARCEL ID: R07616-003-002-001 NOW/FORMERLY STOREHOUSE HOLDINGS LLC TRACT 1 DB 6658 PG 1042 0.25 ACRES ± PARCEL ID: R07616-003-002-000 NOW/FORMERLY NIELSEN ALICE MARGARET DB 1624 PG 1505 E.I.P. E.I.R. E.I.P. (BENT) E.I.P. E.I.R. (BENT)E.I.P. E.I.P. "C" STONE EXISTING DITCH PARCEL ID: R07616-003-003-000 NOW/FORMERLY STOREHOUSE HOLDINGS LLC TRACT 2A MB 73 PG 352 0.34 ACRES ± E.I.P. E.I.P. E.I.R. (BENT) E.I.P. (BENT) E.I.P. E.I.P. E.I.P. PARCEL ID: R07616-003-008-000 NOW/FORMERLY TODD JANE C DB 2459 PG 658 E.I.P. (WITNESS TO CORNER) PARCEL ID: R07616-003-003-001 NOW/FORMERLY STOREHOUSE HOLDINGS LLC TRACT 3 DB 6658 PG 1042 5.05 ACRES ± E.I.P. PARCEL ID: R07616-003-032-000 NOW/FORMERLY STOREHOUSE HOLDINGS LLC TRACT 4 DB 6658 PG 1042 5.31 ACRES ± 15.0' 46.4' 46.1' 20 . 5 ' 19 . 8 ' 10 . 7 ' 17 . 5 ' 45.1' 12.3' 12 . 0 ' 36 . 7 ' 13P 17P 13P 13P 14P 17P 13P 15P 15P 18P 16P 16P 17P 16P 13P 12P 16P 13P14P 17P 16P 22P 16P 19P 16P 13MAGTWIN 19P15P 30P 13O18P 20P 15P 23P21P 13MAG 15O 15P 29P 2 7 27 2 7 27 26 2 6 26 26 26 26 26 26 26 26 26 26 26 26 26 26 26 26 26 26 2524 SH E D GA R A G E ON E - S T O R Y WO O D FR A M E 27 27 2 6 25 24 25 2 6 2 6 26 2 6 26 26 27 27 25 25 2 5 2 5 2 5 24 S 2 5 ° 5 6 ' 4 7 " W 9 5 . 6 6 ' (T I E ) N 1 0 ° 5 0 ' 5 1 " E 2 0 0 . 1 9 ' ( T O T A L ) S 63°58'47" E 618.03' S 63°57'47" E 499.84' S 64°00'34" E 171.92' N 64°13'05" W 135.98'N 64°14'59" W 212.24'N 63°58'49" W 143.61'N 63°57'33" W 142.34' N 72 ° 2 0 ' 5 5 " E 8 8 . 6 3 ' S 3 2 ° 3 7 ' 0 3 " W 1 1 5 . 0 3 ' S 2 8 ° 5 8 ' 2 9 " W 1 2 9 . 7 0 ' 62. 3 6 ' S 5 2 ° 4 4 ' 3 4 " W 11 3 . 2 8 ' S 4 3 ° 3 0 ' 2 9 " W 102 . 1 3 ' S 5 2 ° 2 0 ' 3 5 " W 77. 6 5 ' S 66 ° 5 7 ' 1 9 " W 58.14' S 71°55'15" W N 11°02'24" E 47.30' N 1 0 ° 4 6 ' 2 9 " E 1 3 2 . 4 4 ' ( T I E ) 16 5 . 3 7 ' S 3 3 ° 0 7 ' 0 4 " W 2 2 7 . 5 1 ' (T O C E N T E R L I N E D I T C H ) N 15°33'29" E 22.82' (TIE) S 63°58'47" E 14.70' TO CORNER AT CENTERLINE BRANCH S 64°00'34" E 17.17' TO CORNER AT CENTERLINE BRANCH N 61°57'07" E 20.32' (TIE) 3 4 . 8 3 ' S 63°56'07" E 196.61' N 64°20'15" W 190.88' N 1 0 ° 5 3 ' 3 0 " E 3 0 9 . 6 8 ' S 82°05 ' 0 1 " E 2 0 9 . 5 8 ' 55.77' N 64°20'15" W 160.29' N 79°00'1 0 " W 1 3 0 . 0 0 ' N 1 0 ° 5 9 ' 5 0 " E 9 8 . 5 8 ' N 77°39'44 " W 1 6 4 . 4 0 ' S 20°53'25" W 38.70' 65 . 5 2 ' N 1 1 ° 0 5 ' 3 1 " E 1 0 0 . 7 9 ' 6 5 . 9 5 ' N 1 0 ° 3 8 ' 1 4 " E 84 . 4 8 ' N 1 0 ° 5 9 ' 5 0 " E 8 0 . 0 0 ' N 1 0 ° 5 9 ' 5 0 " E N 10°59'50" E 22.00' N 79°00'10" W 25.06' S 77°51'18 " E 94.35' S 77°35'22" E 63.52' S 73°23'26" E 18.25' S 63°55'53" E 218.36' S 63°57'33" E 5.73' TO CORNER AT CENTERLINE DITCH N 64°10'09" W 271.27' N 1 0 ° 5 3 ' 0 1 " E 2 0 9 . 1 9 ' N 2 0 ° 5 2 ' 1 5 " E 23, 33O 26P PARCEL ID: R07616-003-003-000 NOW/FORMERLY STOREHOUSE HOLDINGS LLC REMAINDER OF TRACT 2 DB 6658 PG 1042 1.95 ACRES ± EXISTING DITCH 30' 30' M Y R T L E G R O V E R O A D ( 6 0 ' P U B L I C R I G H T O F W A Y ) S R 1 4 9 2 26C 8, 6 MAG 19LLP 16P PE D E N P O I N T R D MY R T L E G R O V E R D PIN E R R D MAR I N A C L U B D R MY R T L E S O U N D MY R T L E G R O V E R O A D NE W H A N O V E R C O U N T Y , N C 23353.PE ST O R E H O U S E H O L D I N G S , L L C 31 5 D A W S O N S T R E E T WI L M I N G T O N , N C 2 8 4 0 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 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" = 2000' VICINITY MAP SCALE: 1" = 2000' VICINITY MAP SCALE: 1" = 2000' EXISTING SITE DATA: PROJECT NAME:MYRTLE SOUND APPLICANT / OWNER:STOREHOUSE HOLDINGS, LLC 315 DAWSON STREET WILMINGTON, NC 28401 PARCEL ID:R07616-003-033-000 R07616-003-004-000 R07616-003-032-000 R07616-003-003-001 R07616-000-039-000* PROJECT ACREAGE: ± 13.68 AC OR 595,947 SF CURRENT ZONING:R-15 (RESIDENTIAL DISTRICT) FLOOD INFORMATION: 1.PORTIONS OF THIS SITE ARE LOCATED IN ZONE AE (BFE 12), A SPECIAL FLOOD HAZARD AREA, AS SHOWN ON FEMA FLOOD MAP NO. 3720314400K BEARING AN EFFECTIVE DATE AUGUST 28, 2018. WET PARCEL BOUNDARY LEGEND WETLAND RIGHT OF WAY SPECIAL FLOOD HAZARD AREA100-YR100-YR ADJACENT PROPERTY LINE EX I S T I N G C O N D I T I O N S EX-1 12 / 1 6 / 2 4 1" = 5 0 ' BW S BW S TG C 0 25 50 100 200 SCALE: 1"=100' GRAPHIC SCALE N A D 8 3 ( 2 0 1 1 ) 14O CONTOUR LINE25 EXISTING TREE SURVEY: 1.TOPOGRAPHY, BOUNDARY, AND TREE DATA DIGITALLY PROVIDED TO PARAMOUNTE ENGINEERING BY CHRISTOPHER L. CARROLL, PLS - INTRACOASTAL LAND SURVEY, PLLC. 2.TREE DATA LATER REVISED TO REFLECT INFORMATION OBTAINED DURING SITE VISITS. STORMWATER FACILITY ±1.68 AC SIMMS ZACHARY PARID: R07616-003-003-000 D.B. 6680, PG. 1353 SANDOLLAR SHORES HOA PARID: R07616-003-001-000 D.B. 1354, PG. 0404 RACKLEY SANDRA S TRUSTEE PARID: R07616-003-005-000 D.B. 6256, PG. 660 RACKLEY SANDRA S TRUSTEE PARID: R07616-003-006-000 D.B. 6256, PG. 664 MINCY SAMUEL THOMAS ANN S PARID: R07616-003-007-000 D.B. 819, PG. 101 TODD JANE C ETAL PARID: R07616-003-008-000 D.B. 6675, PG. 2581 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 W W W W W W W W W W 100 - Y R 100 - Y R 100 - Y R 100 - Y R 1 0 0 - Y R 10 0 - Y R 10 0 - Y R 1 0 0 - Y R 1 0 0 - Y R 100 - Y R 100- Y R 100- Y R 100-Y R 500-YR500-YR 500- Y R 500 - Y R 500 - Y R 50 0 - Y R 50 0 - Y R 50 0 - Y R 500 - Y R 500- Y R 500-YR 500 - Y R 50 0 - Y R 50 0 - Y R 50 0 - Y R 500 - Y R 500-YR 500 - Y R 50 0 - Y R 50 0 - Y R 5 0 0 - Y R 5 0 0 - Y R 50 0 - Y R 50 0 - Y R 500 - Y R 50 0 - Y R 50 0 - Y R 50 0 - Y R 500 - Y R 500 - Y R 50 0 - Y R 50 0 - Y R 50 0 - Y R 50 0 - Y R 50 0 - Y R 500-YR 50 0 - Y R 500-YR 5 0 0 - Y R 50 0 - Y R 500-Y R 500- Y R 500-YR 50 0 - Y R KYE WANDA G PARID: R07616-003-009-000 D.B. 6601, PG. 30 F M FM FM FM FM FM FM FM FM FM FM FM 10,477 SF 9,838 SF 8,980 SF 9,000 SF 9,010 SF 9,920 SF 8,580 SF9,224 SF8,884 SF 10,451 SF 8,366 SF 8,708 SF 13,153 SF 8,139 SF 8,140 SF 9,667 SF 8,867 SF8,878 SF8,893 SF8,341 SF 8,210 SF STORMWATER FACILITY ±1.68 AC 9,014 SF 8,142 SF 8,143 SF 8,144 SF 8,884 SF8,877 SF 11,125 SF 9,621 SF 10,797 SF 15,034 SF 8,486 SF 8,839 SF 8,582 SF 1 2 3 4 5 6 89101211 13 18 19 20 21 22 23 24 25 26 2732293433283130 7 14 15 16 17 27 26 26 25 25 25 25 24 24 23 23 22 22 22 22 21 2 1 21 21 2 0 20 19 19 18 18 17 17 17 17 16 16 15 15 15 15 14 14 14 14 1 3 13 13 13 12 1 2 12 12 1 1 11 11 10 10 9 9 9 9 8 8 8 8 8 8 7 7 7 7 7 6 6 5 5 4 4 1011 15SYCA 28SYCA 2 7 27 2 7 27 26 2 6 26 26 26 26 26 26 26 26 26 26 26 26 26 26 26 26 26 26 2524 27 2 6 25 24 25 2 6 26 2 6 26 26 27 27 25 25 2 5 2 5 25 24 S 2 5 ° 5 6 ' 4 7 " W 9 5 . 6 6 ' (T I E ) S 63°57'47" E 499.84' S 64°00'34" E 171.92' N 64°13'05" W 135.98'N 64°14'59" W 212.24'N 63°58'49" W 143.61'N 63°57'33" W 142.34' S 3 2 ° 3 7 ' 0 3 " W 1 1 5 . 0 3 ' S 2 8 ° 5 8 ' 2 9 " W 1 2 9 . 7 0 ' 62. 3 6 ' S 5 2 ° 4 4 ' 3 4 " W 11 3 . 2 8 ' S 4 3 ° 3 0 ' 2 9 " W 102 . 1 3 ' S 5 2 ° 2 0 ' 3 5 " W 77. 6 5 ' S 66 ° 5 7 ' 1 9 " W 58.14' S 71°55'15" W N 1 0 ° 4 6 ' 2 9 " E 1 3 2 . 4 4 ' ( T I E ) N 15°33'29" E 22.82' (TIE) S 64°00'34" E 17.17' TO CORNER AT CENTERLINE BRANCH N 61°57'07" E 20.32' (TIE) S 63°56'07" E 196.61' N 64°20'15" W 160.29' N 79°00'1 0 " W 1 3 0 . 0 0 ' N 1 0 ° 5 9 ' 5 0 " E 9 8 . 5 8 ' N 77°39'44 " W 1 6 4 . 4 0 ' S 20°53'25" W 38.70' 65 . 5 2 ' N 1 1 ° 0 5 ' 3 1 " E 1 0 0 . 7 9 ' 6 5 . 9 5 ' N 1 0 ° 3 8 ' 1 4 " E 84 . 4 8 ' N 1 0 ° 5 9 ' 5 0 " E 8 0 . 0 0 ' N 1 0 ° 5 9 ' 5 0 " E N 10°59'50" E 22.00' N 79°00'10" W 25.06' S 77°51'18 " E 94.35' S 77°35'22" E 63.52' S 73°23'26" E 18.25' S 63°55'53" E 218.36' S 63°57'33" E 5.73' TO CORNER AT CENTERLINE DITCH N 64°10'09" W 271.27' N 1 0 ° 5 3 ' 0 1 " E 2 0 9 . 1 9 ' N 2 0 ° 5 2 ' 1 5 " E 18P 23P 20P 20O 29P 32P 25P 18P 14P 21P 30P 24P 13O 13O 17G 17O 17O 13O 17O 14O 26P 15G 17O 16O13G19P 19P 15P 14P 23P 31, 19 LO 15O 19P13O 14P 14P 14P 14P 18P 18P 18P 15P 15P14P 16P 16P 16P 13P 13P 13P 13P 13P 13P 17P 17P 12P 18O 21O 15SYCA 28SYCA 23P 23P 14P 14M 15LLP 15P 25P 26C 17LLP 24P 20P 18P 18P 16P 21P 18P 19P 13G 30' 30' 26C 8, 6 MAG 19LLP R30' R30 ' 3 6 0 ' S T O P P I N G D I S T A N C E M Y R T L E G R O V E R D 6 0 ' P U B L I C R / W W W W W WWWWW W WW W W W W W W W W W W W W W W PE D E N P O I N T R D MY R T L E G R O V E R D PIN E R R D MAR I N A C L U B D R MY R T L E S O U N D MY R T L E G R O V E R O A D NE W H A N O V E R C O U N T Y , N C 23353.PE ST O R E H O U S E H O L D I N G S , L L C 31 5 D A W S O N S T R E E T WI L M I N G T O N , N C 2 8 4 0 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 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" = 2000' VICINITY MAP SCALE: 1" = 2000' VICINITY MAP SCALE: 1" = 2000' EXISTING SITE DATA: PROJECT NAME:MYRTLE SOUND APPLICANT / OWNER:STOREHOUSE HOLDINGS, LLC 315 DAWSON STREET WILMINGTON, NC 28401 PARCEL ID:R07616-003-033-000 R07616-003-004-000 R07616-003-032-000 R07616-003-003-001 R07616-000-039-000 PROJECT ACREAGE: ± 13.68 AC OR 595,947 SF CURRENT ZONING:R-15 (RESIDENTIAL DISTRICT) PROPOSED USE:PERFORMANCE RESIDENTIAL DEVELOPMENT DATA: MAXIMUM DENSITY:2.5 DU/AC MAXIMUM UNITS:34 UNITS (13.68 AC X 2.5) PROVIDED UNITS:34 UNITS PROVIDED DENSITY:2.5 DU/AC REQUIRED OPEN SPACE:2.74 AC (13.68 AC X 20%) PROVIDED OPEN SPACE:4.51 AC (33.0% OF SITE) SETBACKS: 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.ON SITE WETLANDS ARE UNDER EVALUATION. UTILITY NOTE: 1.WATER AND SEWER SERVICES TO BE COORDINATED WITH CAPE FEAR PUBLIC UTILITY AUTHORITY. FLOOD INFORMATION: 1.PORTIONS OF THIS SITE ARE LOCATED IN ZONE AE (BFE 12), A SPECIAL FLOOD HAZARD AREA, AS SHOWN ON FEMA FLOOD MAP NO. 3720314400K BEARING AN EFFECTIVE DATE AUGUST 28, 2018. 24' 1/2" PER FT1/4" PER FT SLOPES= 3:1 MODIFIED VALLEY CURB SLOPES= 3:1 1' 45 FT R/W IN ACCORDANCE 1/4" PER FT 6" STONE UNDER CURBING SURFACE & BASE 4.5' SIDEWALK 9.5'5'1' 1'1' WET WATER LINE PROPOSED SETBACKS W W W FIRE HYDRANT ASSEMBLY LOT LINE SUBDIVISION BOUNDARY LEGEND STREETLIGHT WETLAND RIGHT OF WAY SEWER FORCE MAINFMFM SPECIAL FLOOD HAZARD AREA100-YR100-YR ADJACENT PROPERTY LINE SI T E P L A N C-2.0 12 / 1 6 / 2 4 1" = 5 0 ' BW S BW S TG C OPEN SPACE ROAD A 45' PRIVATE ROW ROAD B 45' PRIVATE ROW 0 25 50 100 200 SCALE: 1"=50' GRAPHIC SCALE N A D 8 3 ( 2 0 1 1 ) 5' SIDEWALK CBU MAILBOX STREETLIGHT, TYP. PROPOSED FIRE HYDRANT, TYP. OPEN SPACE, TYP. 45 ' 20 ' T Y P . R40' R48' 25' 8' 5' TYP. 20 ' T Y P . 70' 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. FIRE APPARATUS TURNAROUND 20' OPEN SPACE / STORMWATER ACCESS R 5 3 ' 10' OPEN SPACE ACCESS 15'15' 14O EXISTING TREE TO BE RETAINED 20' SETBACK ALONG SUBDIVISION BOUNDARY 20 ' 20 ' 30' 30' 85' 82' WITH NCDOT STANDARDS 13 5 ' CONTOUR LINE25 10 x 70' SIGHT DISTANCE TRIANGLES, TYP. STORMWATER FACILITY ±1.68 AC W W W W W W W W 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 W W W W W W W W W W 100 - Y R 100 - Y R 100 - Y R 100 - Y R 1 0 0 - Y R 10 0 - Y R 10 0 - Y R 1 0 0 - Y R 1 0 0 - Y R 100- Y R 100- Y R 100- Y R 100-Y R 100-YR 500 - Y R 500-YR500-YR 500- Y R 500 - Y R 500 - Y R 50 0 - Y R 50 0 - Y R 50 0 - Y R 500 - Y R 50 0 - Y R 500-YR 500 - Y R 50 0 - Y R 50 0 - Y R 50 0 - Y R 500 - Y R 500-YR 500 - Y R 50 0 - Y R 50 0 - Y R 5 0 0 - Y R 5 0 0 - Y R 50 0 - Y R 50 0 - Y R 500 - Y R 50 0 - Y R 50 0 - Y R 50 0 - Y R 500 - Y R 500 - Y R 50 0 - Y R 50 0 - Y R 50 0 - Y R 50 0 - Y R 50 0 - Y R 500-YR 50 0 - Y R 500-YR 5 0 0 - Y R 50 0 - Y R 500-Y R 500- Y R 500-YR 50 0 - Y R W W W W WWWWWW W WW W F M FM FM FM FM FM FM FM FM FM FM FM 10,477 SF 9,838 SF 8,980 SF 9,000 SF 9,010 SF 9,920 SF 8,580 SF9,224 SF8,884 SF 10,451 SF 8,366 SF 8,708 SF 13,153 SF 8,139 SF 8,140 SF 9,667 SF 8,867 SF8,878 SF8,893 SF8,341 SF 8,210 SF STORMWATER FACILITY ±1.68 AC 9,014 SF 8,142 SF 8,143 SF 8,144 SF 8,884 SF8,877 SF 11,125 SF 9,621 SF 10,797 SF 15,034 SF 8,486 SF 8,839 SF 8,582 SF 1 2 3 4 5 6 89101211 13 18 19 20 21 22 23 24 25 26 2732293433283130 7 14 15 16 17 Z:8.00 LO D LO D LO D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD L O D L O D L O D LO D LO D L O D LOD LOD LOD L O D LO D LOD LOD LOD L O D LOD LOD LOD LO D 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 LO D LO D >>>>>>>>>>>> >> >> BYPASS SWALE 27 26 26 25 25 25 25 24 24 23 23 22 22 22 22 21 2 1 21 21 2 0 20 19 19 18 18 17 17 17 17 16 16 15 15 15 15 14 14 14 14 1 3 13 13 13 12 12 12 12 1 1 11 11 10 10 9 9 9 9 8 8 8 8 8 8 7 7 7 7 7 6 6 5 5 4 4 1011 18P 15SYCA 28SYCA 2 7 27 2 7 27 26 2 6 26 26 26 26 26 26 26 26 26 26 26 26 26 26 26 26 26 26 2524 27 27 2 6 25 24 25 2 6 2 6 26 26 2 6 26 27 27 25 25 2 5 2 5 2 5 24 S 2 5 ° 5 6 ' 4 7 " W 9 5 . 6 6 ' (T I E ) S 63°57'47" E 499.84' S 64°00'34" E 171.92' N 64°13'05" W 135.98'N 64°14'59" W 212.24'N 63°58'49" W 143.61'N 63°57'33" W 142.34' S 3 2 ° 3 7 ' 0 3 " W 1 1 5 . 0 3 ' S 2 8 ° 5 8 ' 2 9 " W 1 2 9 . 7 0 ' 62. 3 6 ' S 5 2 ° 4 4 ' 3 4 " W 11 3 . 2 8 ' S 4 3 ° 3 0 ' 2 9 " W 102 . 1 3 ' S 5 2 ° 2 0 ' 3 5 " W 77.6 5 ' S 66 ° 5 7 ' 1 9 " W 58.14' S 71°55'15" W N 1 0 ° 4 6 ' 2 9 " E 1 3 2 . 4 4 ' ( T I E ) S 3 3 ° 0 7 ' 0 4 " W 2 2 7 . 5 1 ' (T O C E N T E R L I N E D I T C H ) N 15°33'29" E 22.82' (TIE) S 64°00'34" E 17.17' TO CORNER AT CENTERLINE BRANCH N 61°57'07" E 20.32' (TIE) S 63°56'07" E 196.61' N 64°20'15" W 160.29' N 79°00'1 0 " W 1 3 0 . 0 0 ' N 1 0 ° 5 9 ' 5 0 " E 9 8 . 5 8 ' N 77°39'44 " W 1 6 4 . 4 0 ' S 20°53'25" W 38.70' 65 . 5 2 ' N 1 1 ° 0 5 ' 3 1 " E 1 0 0 . 7 9 ' 6 5 . 9 5 ' N 1 0 ° 3 8 ' 1 4 " E 84 . 4 8 ' N 1 0 ° 5 9 ' 5 0 " E 8 0 . 0 0 ' N 1 0 ° 5 9 ' 5 0 " E N 10°59'50" E 22.00' N 79°00'10" W 25.06' S 77°51'18 " E 94.35' S 77°35'22" E 63.52' S 73°23'26" E 18.25' S 63°55'53" E 218.36' S 63°57'33" E 5.73' TO CORNER AT CENTERLINE DITCH N 64°10'09" W 271.27' N 1 0 ° 5 3 ' 0 1 " E 2 0 9 . 1 9 ' N 2 0 ° 5 2 ' 1 5 " E 17LLP 13LLP 16LLP 16P 16P 16P 16P 16P 16P 16P 16P 16P 16P 16P 17P 17P 17P 17P 17P 17P 17P 17P 13P 13P 13P 13P 13P 13P 13P 13P 13P 13P 13P 22P 22LLP 22P 22P 22P 18P 18P 18P 18P 18P 18P 18P 18LLP 18P 18P 18P 19P 19P 19P 19P 19P 14P 14P 14P 14P 14P 14P 14P 14P 14P 14P 14P 14P 12O 12O 12O 15P 15P 15P 15P 15P 15P 15P 13MAG 12P 12P 12P 12P 12P 12P 12P 23P 23P 23P 23P 23P 24LLP 24P 24P 20LO 15LO 19P 15P 15O 15O 15O 15O 14O 14O 14O 14O 14O 14O 15O 13O 13O 13O 13O 13O 13O 13O 17O 17O 16O 16O 21P 20P 16LO 15O 18LO 15O 19P 20O 25P 16P 16P20G 21P 21P 26P 26P 17P 16O 18O 27P 17G 17G 15G 15P 31P 14O 28P 15MAG 30P 28P 18O 28P 26P 27P 24O 15G 17O 34P 17MAG 16P 21P 33P 23P 16G 20P 20O 29P 32P 25P 18P 14P 21P 30P 24P 13O 13O 17G 17O 17O 13O 17O 14O 26P 15G 17O 16O13G19P 15P 16G 19P 15P 15P 14P 16P 14P 23P 31, 19 LO 15O 19P13O 14P 14P 14P 14P 18P 18P 18P 15P 15P14P 16P 16P 16P 13P 13P 13P 13P 13P 13P 17P 17P 12P 18O 21O 15SYCA 28SYCA 23P 23P 14P 14M 15LLP 15P 25P 26C 17LLP 24P 20P 18P 18P 16P 21P 18P 19P 13G 30' 30' 26C 8, 6 MAG 19LLPM Y R T L E G R O V E R D 6 0 ' P U B L I C R / W PE D E N P O I N T R D MY R T L E G R O V E R D PIN E R R D MAR I N A C L U B D R MY R T L E S O U N D MY R T L E G R O V E R O A D NE W H A N O V E R C O U N T Y , N C 23353.PE ST O R E H O U S E H O L D I N G S , L L C 31 5 D A W S O N S T R E E T WI L M I N G T O N , N C 2 8 4 0 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 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" = 2000' VICINITY MAP SCALE: 1" = 2000' VICINITY MAP SCALE: 1" = 2000' EXISTING SITE DATA: PROJECT NAME:MYRTLE SOUND APPLICANT / OWNER:STOREHOUSE HOLDINGS, LLC 315 DAWSON STREET WILMINGTON, NC 28401 PARCEL ID:R07616-003-033-000 R07616-003-004-000 R07616-003-032-000 R07616-003-003-001 R07616-000-039-000 PROJECT ACREAGE: ± 13.68 AC OR 595,946 SF CURRENT ZONING:R-15 (RESIDENTIAL DISTRICT) PROPOSED USE:PERFORMANCE RESIDENTIAL FLOOD INFORMATION: 1.PORTIONS OF THIS SITE ARE LOCATED IN ZONE AE (BFE 12), A SPECIAL FLOOD HAZARD AREA, AS SHOWN ON FEMA FLOOD MAP NO. 3720314400K BEARING AN EFFECTIVE DATE AUGUST 28, 2018. TREE RENTENTION: 1.REMOVAL OF SIGNIFICANT AND SPECIMEN TREES SHALL BE MITIGATED IN ACCORDANCE WITH COUNTY STANDARDS. 2.PLEASE REFER TO SHEET L-1.1 FOR TREE RETENTION CALCULATIONS. LEGEND TR E E R E M O V A L P L A N L-1.0 12 / 1 6 / 2 4 1" = 5 0 ' BW S BW S TG C ROAD A 45' PRIVATE ROW ROAD B 45' PRIVATE ROW 0 25 50 100 200 SCALE: 1"=50' GRAPHIC SCALE N A D 8 3 ( 2 0 1 1 ) TREE TO BE RETAINED, TYP. TREE PROTECTION FENCING, TYP. TREE TO BE RMOVED, TYP. 17P 21O TREE TO BE RETAINED TREE TO BE REMOVED PE D E N P O I N T R D MY R T L E G R O V E R D PIN E R R D MAR I N A C L U B D R MY R T L E S O U N D MY R T L E G R O V E R O A D NE W H A N O V E R C O U N T Y , N C 23353.PE ST O R E H O U S E H O L D I N G S , L L C 31 5 D A W S O N S T R E E T WI L M I N G T O N , N C 2 8 4 0 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 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" = 2000' VICINITY MAP SCALE: 1" = 2000' VICINITY MAP SCALE: 1" = 2000' EXISTING SITE DATA: PROJECT NAME:MYRTLE SOUND APPLICANT / OWNER:STOREHOUSE HOLDINGS, LLC 315 DAWSON STREET WILMINGTON, NC 28401 PARCEL ID:R07616-003-033-000 R07616-003-004-000 R07616-003-032-000 R07616-003-003-001 R07616-000-039-000 PROJECT ACREAGE: ± 13.68 AC OR 595,946 SF CURRENT ZONING:R-15 (RESIDENTIAL DISTRICT) PROPOSED USE:PERFORMANCE RESIDENTIAL TR E E R E M O V A L P L A N L-1.1 12 / 1 6 / 2 4 N/ A BW S BW S TG C FLOOD INFORMATION: 1.PORTIONS OF THIS SITE ARE LOCATED IN ZONE AE (BFE 12), A SPECIAL FLOOD HAZARD AREA, AS SHOWN ON FEMA FLOOD MAP NO. 3720314400K BEARING AN EFFECTIVE DATE AUGUST 28, 2018. TREE RETENTION: REQUIRED MITIGATION IS PROVIDED WITH THE RETENTION OF EXISTING TREES ON THE SITE.