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23353.PE PRELIMINARY PLAN-C-2.0S 2 5 ° 5 6 ' 4 7 " W 9 5 . 6 6 ' (T I E ) 30.0' 30.0' 27 2 7 2 7 26 26 26 26 26 25 25 2 5 25 25 2 5 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 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 10 2 . 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 64°00'34" E 17.17' TO CORNER AT CENTERLINE BRANCH S 63°56'07" E 196.61' 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' N 2 0 ° 5 2 ' 1 5 " E 65 . 5 2 ' N 1 1 ° 0 5 ' 3 1 " E 1 0 0 . 7 9 ' 65 . 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 ' M Y R T L E G R O V E R D 6 0 ' P U B L I C R / W 1 2 3 4 5 6 8910111213 18 19 20 21 22 23 24 25 26 27 32 29 10,477 SF 9,838 SF 8,980 SF 9,000 SF 9,010 SF 13,554 SF 10,392 SF8,471 SF8,884 SF8,822 SF 8,429 SF 9,228 SF 13,204 SF 8,139 SF 8,140 SF 9,667 SF 8,884 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 8,888 SF8,877 SF 11,125 SF 9,621 SF 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 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 W W W W W W W W W 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 W W W W W W W W W W PUMP STATION 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 10 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 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 5 0 0 - Y R 5 0 0 - Y R 5 0 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 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 KYE WANDA G PARID: R07616-003-009-000 D.B. 6601, PG. 30 SS SS SS SS SS 34 33 283130 WWW W WWWWWW W WW W 7 11,928 SF 14 11,216 SF 15,034 SF 15 16 8,486 SF 17 8,864 SF 8,868 SF SSSSSSSSSS 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 MARI 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 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:4.47 AC (32.7% 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 6"-B25.0B BASE 1/4" PER FT 6" STONE UNDER CURBING 1.5"-SF9.5B SURFACE 4.5' SIDEWALK 9.5'5'1' 1'1' WET WATER LINE PROPOSED SETBACKS W W W FIRE HYDRANT ASSEMBLY PROPOSED POND OUTLINE LOT LINE SUBDIVISION BOUNDARY LEGEND STREETLIGHT WETLAND RIGHT OF WAY SEWER LINESSSS SPECIAL FLOOD HAZARD AREA100-YR100-YR ADJACENT PROPERTY LINE PR E L I M I N A R Y P L A N C-2.0 04 / 1 5 / 2 0 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. FIRE HYDRANT, TYP. OPEN SPACE, TYP.. 90' 45 ' 20 ' T Y P . R40' R48' 25'25'25' 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 FORCE MAIN TO DISCHARGE TO A MANHOLE TRIBUTARY TO WATERFORD PS051 20' OPEN SPACE / STORMWATER ACCESS R 5 3 ' 10' OPEN SPACE ACCESS