CR mapGENERAL NOTES:
1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN COMPLIANCE WITH HARNETT
COUNTY AND NCDOT STANDARDS.
2. TOPOGRAPHICAL INFORMATION SHOWN IS PER NC LIDAR DATA AVAILABLE ONLINE.
3. NO CONSTRUCTION SHALL BE STARTED UNTIL PROPER APPROVALS HAVE BEEN
OBTAINED FROM HARNETT COUNTY, NCDOT, AND NCDENR.
4. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES, ABOVE AND BELOW
GRADE, PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
ANY DAMAGES TO EXISTING UTILITIES RESULTING FROM HiS ACTIVITIES. THE
CONTRACTOR SHALL CALL NC ONE CALL AT LEAST 48 HOURS PRIOR TO ANY
EXCAVATION.
SITE DATA AND NOTES:
1. SITE SUMMARY:
a. TOTAL TRACT:
76.15 AC (PER DEED)
b. PIN #:
0653-36-6553.000
c. MAX LOT SIZE WITH PUBLIC WATER:
20,000 SF
d. MAX. # LOTS ALLOWED:
165
e. # LOTS PLANNED:
71
f. AVG LOT SIZE:
1.07 AC
g. OPEN SPACE REQUIRED: 10%(7.15 AC)
h. OPEN SPACE PROVIDED: 10.8% (8.29 AC)
I. LOT DIMENSIONS:
I. WIDTH @ ROW: 80 FT MINIMUM
ii. WIDTH @ ROW ON CUL DE SAC: 40 FT MINIMUM
iii. FRONT SETBACK: 35 FT
iv. SIDE SETBACK: 30 FT
v. REAR SETBACK: 20 FT
vi. CORNER SIDE SETBACK: 20 FT
j. PARCEL WILL REQUIRE A PRIME VIEW. TYPE A AND C BUFFERS WILL BE PROVIDED
WITHIN THE PRIME VIEW, THUS ALLOWING FOR REDUCTION OF THE 75 FT
WIDTH BY 25% (RESULTING REQUIRED WIDTH IS S6 FT)
k. PARCEL IS LOCATED WITHIN FEMA FIRM PANEL 37200642001. PARCEL IS ZONE X
AND NOT WITHIN A FLOODPLAIN.
I. PARCEL IS LOCATED IN A WS-IV/HQW WATERSHED. % IMPERVIOUS WITH OUT
CURB AND GUTTER AND NOT REQUIRING TREATMENT BMPS IS LIMITED TO 12%
I. TOTAL PARCEL ACREAGE 76.15 AC (3,317094 SF)
ii. POND AREA (WATERS OF THE STATE) 265,062 SF
iii. PARCEL ACREAGE FOR IMP. CALC. 3,052033 SF
iv. MAX IMPERVOIUS ALLOWED: 12% (366,244 SF)
v. PROPOSED IMPERVIOUS:
ROADS 115,650 SF
LOTS 248,500 SF (3,500 SF AVERAGE PER LOT)*
TOTAL: 364,150 (11.9 %)
*A BREAKDOWN OFALLOWED %IMP PER LOT WILL BE INCLUDED IN
STATE STORMWATER PERMIT FOR THE PROJECT FINAL NUMBERS
MAY VARYSLIGHTLY FROM THIS, BUT WILL NOT EXCEED 22%.
2. BOUNDARY SHOWN IS PER DEED BOOK 2109 PAGE 576 AND DEED BOOK 1679 PAGE
210. A BOUNDARY SURVEY HAS NOT BEEN COMPLETED. THE BOUNDARY WILL BE
SURVEYED AND RECORDED AS PART OF THE FINAL PLAT.
3. SEPTIC SOILS INFORMATION SHOWN PER A PRELIMINARY ASSESMENT CONDUCTED BY
ALEX A. ADAMS, LICENSED SOIL SCIENTIST OF ADAMS SOIL CONSULTING IN MARCH
2015.
4. NO LOTS SHOWN WILL HAVE DIRECT ACCESS TO CHALYBEATE ROAD (SR 1429).
5. PROPOSED DEVELOPMENT IS ZONED RA -30.
6. ALL LOTS TO BE SERVED BY HARNETT COUNTY PUBLIC WATER SYSTEM AND BY
PRIVATE SEPTIC SYSTEMS.
7. ALL DRAINAGE EASEMENTS ARE TO BE PERMANENT AND PUBLIC. MAINTENANCE OF
SAID DRAINAGE EASEMENTS SHALL BE THE RESPONSIBILITY OF THE PROPERTY
OWNERS THAT BORDER ALL SUCH EASEMENTS. DRAINAGE EASEMENTS ARE SUBJECT
TO CHANGE UPON FIELD LOCATION, NATURAL DETERANTS, APPROVAL OF THE E&S
CONTROL PLAN, ISSUANCE OF THE STATE STORMWATER PERMIT, AND PER THE
REQUEST OF ANY OTHER APPLICABLE GOVERNING AGENCY.
8. ALL WATER LINES SHALL BE DESIGNED AND SEALED BY A LICENSED PROFESSIONAL
ENGINEER DURING THE PERMITTING AND CONSTRUCTION PHASE. WATERLINES
SHOWN ON THIS PLAT ARE FOR ILLUSTRATIVE PURPOSES ONLY.
9. MAINTENANCE OF THE PRIME VIEW OPEN SPACE AREA SHALL BE THE RESPONSIBILITY
OF THE HOMEOWNERS ASSOCIATION FOR THIS DEVELOPMENT.
10. WATERLINES, STREETS, FIRE HYDRANTS, AND STREET LIGHTS SHALL BE INSTALLED TO
MEET THE REQUIREMENTS OF HARNETT COUNTY, NCDOT, AND NCDENR.
11. WETLANDS ARE KNOWN TO BE PRESENT WITHIN THE PROPOSED DEVELOPMENT.
THE WETLANDS WILL BE DELINIATED 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.
TYPICAL ROAD CROSS SECTION
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NOTE: 0 AINAGE EASEMENTS 70 BE /l � $ ° o-_- r / \ \ �\ �� \ \� \ \ \ �AV
I M M
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ROADWAY TO EXISTING POND \ t
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UNSUITABLE SOILS
PROPERTY LINE
- - - - - - SETBACK LINE
6• w WATER LINE
ROADWAY
LOT LINE
- -` CONTOUR
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DESIGNED BY:
APM
DRAWN BY:
APM
CHECKED BY:
CTC JR.
SCALE:
1"=150'
DATE:
4.22.15
PROJECT NUMBER:
R1 5243N-01 G
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VICINITY MAP ch0^'4-e
LEGEND
UNSUITABLE SOILS
PROPERTY LINE
- - - - - - SETBACK LINE
6• w WATER LINE
ROADWAY
LOT LINE
- -` CONTOUR
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DESIGNED BY:
APM
DRAWN BY:
APM
CHECKED BY:
CTC JR.
SCALE:
1"=150'
DATE:
4.22.15
PROJECT NUMBER:
R1 5243N-01 G
C1.0