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YRLf PIACEW.N 10R SMOVIMR SEQ10N_ "5004L IOCAL MD
COLLEM9 SUODMSION STREETS
—8.33% —189,
0"AFT ?S�
SHOULDER SECTION
iENERAL SITE NOTES:
SITE CURRENTLY IS FALLOW AND VACANT.
TYPICAL
2—WAY HAMMERHEAD
WITH NO CURB AND GUTTER
ALL CONSTRUCTION SHALL CONFORM TO HARNETT COUNTY DESIGN AND
CONSTRUCTION STANDARDS.
ALL NECESSARY APPROVALS, STATE AND LOCAL, SHALL BE OBTAINED PRIOR TO
THE COMMENCEMENT OF ANY CONSTRUCTION.
ALL NECESSARY ENCROACHMENT AGREEMENTS SHALL BE OBTAINED PRIOR TO
THE COMMENCEMENT OF ANY CONSTRUCTION.
CONSTRUCTION DRAWING APPROVAL IS REQUIRED BEFORE CONSTRUCTION OF
THIS PROJECT CAN BEGIN. ALSO, ALL DEVELOPMENT FEES (ACREAGE, FEE-IN-LIEI
OF ASSESSMENT, AND INSPECTION FEES) ARE DUE PRIOR TO FINAL
CONSTRUCTION DRAWING APPROVAL.
CONTRACTOR SHALL VERIFY THE ABOVE AND BELOW GROUND LOCATION OF AL
EXISTING UTILITIES PRIOR TO THE START OF CONSTRUCTION.
CONTRACTOR SHALL COORDINATE THE RELOCATION OF ANY CONFLICTING
UTILITIES WITH THE APPROPRIATE UTILITY COMPANY AND/OR AUTHORITY
CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS PRIOR CONTRACT01
SHALL VERIFY ALL EXISTING SITE CONDITIONS PRIOR.
CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS PRIOR TO THE STAF
OF CONSTRUCTION NOTE - A SIGN PERMIT IS REQUIRED PRIOR TO INSTALLATIOP
THIS PROPERTY LIES WITHIN A VOLUNTARY AGRICULTURAL DISTRICT
20'
PVMT
Ci
a
�20'
PVMT.
50' PUBLIC
W & UTILI
ALTERNATIVE
TO
120' HAMMERHEAD
NTS
50 PUBLIC RIGHT OF WAY & UTILITY
8- 20' PAVEMENT 6' 6'
CL
10P10'
�_ 1p• ren R. 2' SF9.58
1•PER R' :.. u.. r... '•�R FT 2.1 ::•:.. ., spy,
8" CABC.
CUT
ZFILL CENTERLINE/ 4' MIN.
13.0' TO W L.
RESIDENTIAL STREETS PROPOSED
TYPICAL CROSS SECTION OPVC WATERLINE
NTS
SITE DATA
LEGEND:SITE
9 AC
NUMBEROFL LOTS:
NUMBER OF LOTS : 56
_
NO WATER BLOW OFF ASSEMBLY TYP.)
(
LIPEN SPACE: 3.68 AC
N WATER VALVE (TYP.)
INEAR FEET OF STR
EET: EET : 4,980 FT
AREA IN STREETS: 2.29 AC
8 300POSED LIGHTING APPROX.
AREA IN RIGHT OF WAY :3.26 AC
GREET
AREA IN LOTS: 36.67 AC
AVERAGE LOT SIZE: 56,504SF
r.----.-I
1 UNSUITABLE SEPTIC SOIL
MINIMUM LOT SIZE: 25,000 SIF
PIN:064336-2905
77� WETLAND (TYP)
D.B. 791 PG.619
ZONING: RA-30
O PROPOSED STORM WATER POND
TOWNSHIP: HECTORS CREEK
-
LAND USE CLASS: AG, LOW
STORMWATER CONTROL AND MANAGEMENT
SETBACK: FRONT 0'
SIDE =10
REAR = 25'
IMPERVIOUS CALCULATIONS
CORNER = 20'
- TOTAL ACREAGE IN SUBDIVISION = 45.90 ACRES
MIN. REQUIRED LOT SIZE: 25,000 SF
- IMPERVIOUS IN LOTS = 364,000 SF
MIN. REQUIRED LOT FRONTAGE: 100'
- IMPERVIOUS IN STREET= 99,752 SF
MAX TOTAL IMPERVIOUS 23.83%
- 364,000 SF + 99,752 SF = 463,752 SF, 10.65 AC.
HARNETT COUNTY UDO
- ( DIVIDED BY 58 LOTS) 364,000 / 56 = 6,500 SF
6.4 FIRE PROTECTION
6,500SF IMPERVIOUS ALLOWED FOR EACH LOT
TAIL ROAD
SI TE
KIPLING p
CHURCH ROAD
VICINITY MAP (no scale)
0 100 200
Feet
1°=100'
1
_- 146 91'
5 58'56'09'E 176.10' S6a 22'16•E `
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N 'j i 25,387 SF' 2R,223 SF
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