HomeMy WebLinkAboutConcept Plan - Signed0
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CEffTIFICATE OF APPROVAL
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WETLAND AREA 77v 0.50 AC. 3 1:i;. 4,f ■ 3 I' 13
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PROJECT NO.: PW-1659
DRAWING NO.: */iMASTER>PW-1659AWG/SOI.ES SKETCH.DWG
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EX. 20' BUFFER SETBACK
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SUBOVASION
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— SSAL�TSPRAY LANE
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50 0 50 100
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GRAPHIC SCALE: 1" = 50'
PROPOSED
SITE DATA
TRACTAREA .......................................
1-11 AC
PROPOSED ZONING .....................................
CZ-R-5
PIN ............... ROA515-001-014-003
/ R08515-001-01/-ODI
PIN ............... RD8515-D01-0t4-002
> RD85I5-001-014-ODD
FRONT BLDG SETBACK ..................................
20 FT
S1DE BLOB SETBACK ...................................
7 FT
REAR BLOB SETBACK ...................................
IS FT
YAX AUIL0INB HEIGHT .................................
/0 FT
CAVA LAND USE CLASSIFICATION .......................
VACANT
PREDOMINANT SCS SOIL TYPE ...................
Mw Be, LY. Le. Ne
RIYER BASIN .................................
NNITE OAK
RECEIVING STREAM .................................ION
STflEAY CLASS .....................................
SA: HON
DENSITY SHOYN................................
6.24 UNITS>AC,
EXISTING SITE DATA
TRACT AREA ....................................... 7.31 AC
EXISTINGTONING .................................... A-15
PIN ............... A08515-001-014-003 / A08515-001-Old-001
PIN ............... AD8515-001-Old-002 / R08515-001-011-000
FRONT BLDG SETBACK .................................. 25 FT
SIDE ALOE SETBACK ................................... 10 FT
REAR AL00 SEIBACK................................... 20 FT
YAX AUILDINB HEIGHT -.. ....................... 40 Fi
CAYA LAND USE CLASSIFICATION .............. ....... VACANT
FREDOMINANT SCS SOIL TYPE .'.................. MN, 4 Lr, LP. N.
AIYEA BASIN ................................. NHI IE OAK
RECE IVINA STREAM.................................I CN
STREAM CLASS ..................................... SA: HCN
(.General Notes:
1. Property Address given to be: 7641, 7645 & 7647 Carolina Beads Road.
2. Property area is 7.37 Acres
3. Wetlands shown are determined to be isolated and unregulated.
4. Property does not He within a Flood Hazard Area,
5. Proposed use has estimated daily traffic as follows: 376 Daily trips, 18 in, 12 out Peak Hour PM trips.
6. Water and Sewer service will be provided by Aqua.
7. Power supply will be by Duke Progress.
8. Buffers shall comply with New Hanover County Unified Development Ordinance.
PRELIMINARY
LEGEND I
IRON REBAR SET
0 Ex. IRON PIPE
■ CONTROL MONUMENT SET
e CONTROL PK NAIL SET
SEA BREEZE
EDERAL POINT TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA
OWNER: McColl- Construction, LLC
DESIGNED: JHF
ADDRESS: Wee Reynolds
Wellborn St.- Suite 103
DRANK: TILL
PHONE: Raleigh, NC- 27615
PHONE:
APPROVED: JHF
S STROUD ENGINEERING, P.A.
DATE: 271120
102-1 CINEMA DRIVE - 7
SCALE: 1" = 50,
VALMNCTON, NtlNH CAROL,NA 29A03
(910) 815-arts (Sm) 9,5-OSAJ FA%
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