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VICINITY MAP
NOT TO SCALE
SITE DATA AND NOTES:
1. APPLICANT: STONEWOOD DEVELOPERS, LLC
1901 S. ELM ST.
GREENVILLE NC 27858
2.OWNER: ELWOOD E. PERRY & MARIA H. PERRY
3.ENGINEER: DRAPER ADEN ASSOCIATES
46 W. WASHINGTON ST.
COATS NC 27521
4.SITE SUMMARY:
PRELIMINARY
NOT RELEASED FOR
CONSTRUCTION
c.SITE AREA: 41.31 AC
b.PIN: 0515-33-0033.000 & 0515-31-9766.000
c.DEED/PLAT INFO: MB/PG: 2004 & 1116,1118, DB/PG: 03252 &0367
d.ZONING: RA -20R & RA -20M
e. TOWNSHIP: ANDERSON CREEK
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f. LAND USE: COMPACT MIXED USE
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g.NUMBER OF LOTS: 23 IN PHASE 1, 35 IN FUTURE DEVELOPMENT, 58 TOTAL
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h.MINIMUM LOT SIZE: 20,000 SQ. FT.
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I. LOT DIMENSIONS:
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WIDTH ® ROW: 80 FT MINIMUM
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WIDTH 0 ROW ONO
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CUL DE SAC: 40 FT MINIMUM
FRONT SETBACK: 35 FT
SIDE SETBACK: 10 FT
F.
W
REAR SETBACK: 25 FT
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CORNER SIDE SETBACK: 20 FTJ
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V
:D5.OPEN
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SPACE
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REQUIRED: 0 PROVIDED: 4.20 ACRES
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6.SITE IS SHOWN ON FEMA FIRM 37200504001 PANEL 0504. SITE IS IN ZONE X AND NOT WITHIN A
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FLOODPLAIN.
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7.PARCEL IS NOT LOCATED IN A WATER SUPPLY WATERSHED. X IMPERVIOUS WITH CURB AND GUTTER
AND NOT REQUIRING TREATMENT BMPS IS LIMITED TO 247..
_
&TOTAL PARCEL ACREAGE: 41.31 AC (1,799,288 SF)
13
9.MAX IMPERVIOUS ALLOWED: 24X431,829 SF)
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10.PROPOSED IMPERVIOUS: PHASE 1 FUTURE TOTAL
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DEVELOPMENT
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3
ROADS 76,954 SF 50,360 SF 127,314 SIF
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LOTS 115,000 SF 184,000 SF 299,000 SF (5,000 SF AVG PER LOT)*
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TOTAL 191,954 SF 234,360 SF 426,314 (23.7%)
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■A BREAKDOWN OF ALLOWED X IMPERVIOUS PER LOT WILL BE INCLUDED IN STATE
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STORMWATER PERMIT FOR THE PROJECT. FINAL NUMBERS MAY VARY SLIGHTLY FROM THIS,C
BUT WALL NOT EXCEED 24X.
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7.A BOUNDARY SURVEY HAS NOT BEEN COMPLETED. THE BOUNDARY WILL BE SURVEYED AND
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RECORDED AS PART OF THE FINAL PLAT.
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&ALL LOTS TO BE SERVED BY HARNETT COUNTY PUBLIC WATER SYSTEM AND HARNETT COUNTY
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PUBLIC SEWER SYSTEM.
9 ALL DRAINAGE EASEMENTS ARE TO BE PERMANENT AND PUBLI C
REVISIONS
MAINTENANCE OF SAID
DRAINAGE EASEMENTS SHALL BE THE RESPONSIBILITY OF THE OWNERS OF THE PROPERTY ON
WHICH THE EASEMENTS LIE. DRAINAGE EASEMENTS ARE SUBJECT TO CHANGE UPON FIELD
LOCATION, NATURAL DETERRENTS, APPROVAL OF THE E&S CONTROL PLAN, ISSUANCE OF THE
STATE STORMWATER PERMIT, AND PER THE REQUEST OF ANY OTHER APPLICABLE GOVERNING
AGENCY.
10. ALL WATER UNES AND SEWER MAINS SHALL BE DESIGNED AND SEALED BY A LICENSED
PROFESSIONAL ENGINEER DURING THE PERMITTING AND CONSTRUCTION PHASE. WATER LINES AND
SEWER MAINS SHOWN ON THIS PLAT ARE FOR ILLUSTRATIVE PURPOSES ONLY.
11. WATERLINES, STREETS, FIRE HYDRANTS, AND STREET LIGHTS SHALL BE INSTALLED TO MEET THE
REQUIREMENTS OF HARNETT COUNTY, NCDOT, AND NCDENR.
12. WETLANDS ARE KNOWN TO BE PRESENT WITHIN THE PROPOSED DEVELOPMENT. THE WETLANDS
WILL BE DELINEATED AND A JURISDICTIONAL DETERMINATION OBTAINED FROM THE ACOE AS PART
OF THE PERMITTING AND DESIGN PHASE OF THE PROJECT. ANY PLANNED WETLAND DISTURBANCES
WILL BE PROPERLY PERMITTED WITH ACOE AND NCDENR. DESIGNED BY:
13.A FOUNDATION SURVEY WILL BE REQUIRED FOR EACH BUILDING PRIOR TO ISSUANCE OF A
CERTIFICATE OF OCCUPANCY DRAWN BY:
WLF
CHECKED BY:
CTC J
SCALE:
INFORMATION SOURCE NOTES:
1. BOUNDARY INFORMATION FROM MAPS RECORDED IN M. B. 20, PG. 11; M.B. 2004, PG. 1116;
M.B. 2004, PG. 1118 AND M.B. 2014 PG. 281, HARNETT COUNTY REGISTRY.
2. SEWER EASEMENT INFORMATION FROM MAP RECORDED IN M.B. 2012, PG. 451, HARNETT
COUNTY REGISTRY.
3. WETLANDS INFORMATION FROM MAP BY BURDETTE LAND CONSULTING, INC., TITLED "SURFACE
WATERS AND WETLAND EVALUATION MAP ANDERSON CREEK PROPERTY ELT, LLC" DATED
4/21/08.
4. TOPOGRAPHIC INFORMATION FROM HARNETT COUNTY GIS.
1"=100'
DATE:
5/13/15
PROJECT NUMBER:
R15256N-01 G
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