mapSITE DATA
TRACT AREA - 40.39 ACRES
PIN # 0634-80-0783.000
PIN # 0634-81-5166.000
PIN # 0634-81-7631.000
EXISTING USE - FARM/HAY
PROPOSED USE - SINGLE FAMILY
AREA IN STREETS - 1.9 ACRES
LINEAR FEET OF STREET - 3,946
AVERAGE LOT SIZE - 29,146 SQ.FT.
MINIMUM LOT SIZE - 23,385 SQ.FT.
ALL INTERSECTION RADII - 25'
CUL-DE-SAC RADIUS - 50'
WATER TO BE PROVIDED BY HARNETT COUNTY PUBLIC UTILITIES.
WATER SYSTEM WILL BE DESIGNED BY A LICENSED PROFESSIONAL ENGINEER.
WATERLINE SHOWN FOR GRAPHIC PURPOSES ONLY.
TOPOGRAPHIC LINES PER HARNETT COUNTY GIS.
DRAINAGE EASEMENTS SHOWN FOR GRAPHIC PURPOSES ONLY
AND WILL BE SHOWN ON THE CONSTRUCTION DRAWINGS.
ALL STATE AND LOCAL GOVERNMENT APPROVALS SHALL BE OBTAINED
PRIRO TO THE START OF CONSTRUCTION.
ALL STATE AND LOCAL GOVERNMENT APPROVALS SHALL BE OBTAINED
PRIOR TO CONSTRUCTION.
ALL STATE AND LOCAL EROSION CONTROL MEASURES SHALL BE
COMPLIED WITH DURING CONSTRUCTION.
AREA BY COORDINATES.
PROPERTY SUBJECT TO ABOVE AND OR UNDERGROUND
UTILITIES AND OR EASEMENTS.
FINAL LOCATION OF STREET LIGHTS, WATERLINES, HYDRANTS,
VALVES, METERS AND DRAINAGE STRURCTURES
TO BE SHOWN ON THE CONSTRUCTION DRAWINGS.
FIRE HYDRANTS TO BE PLACES NO FURTHER THAN 500' APART.
STREET LIGHTS TO BE PLACED NO FURTHER THAN 300' APART.
MAXIMUM IMPERVIOUS AREA NOT TO EXCEED 24 %.
NO WETLANDS OBSERVED ON THE SITE. THERE WILL BE NO ENCROACHMENT
INTO ANY WETLANDS.
LOTS TO BE INTERNAL ACCESS ONLY.
DRAINAGE EASEMENTS, MAIL KIOSK, AND STREETSCAPE
EASEMENTS/BUFFERS, OPEN SPACE WILL BE MAINTAINED
BY THE H.O.A.
ELUS L. JOHNSON et ux
D.B. 1021 PG. 606
r7
w
N
w
PO
Oe % 50' PUBLIC ROAD R W
3.5' MIN. 20• 6' S' 5'
e P
P
Osoo
usey 10' 10' , �•
r / 4' PER FT. 1. yl�Q
QR, 8' STONE , �a43'(-�`�
FILL 2' S 9.5 A OR MAINTAIN CUT k.
p� PAVEMENT EXISTING SLOPE
DITCH WITH
COP\ A.1 P V BASE AND
TYPICAL CROSS SECTION (NTS) 1'5' DEPTH
g / c^ySF '9C,R PUBLIC ROAD
N �
/
ACTUAL PROPERTY
CORNER FALLS IN
POND / N
POND
0
0
o_
30,098 SOFT. �s '\ us // q OPP0
po j N 30,335 SQ.FT. „ / 0qe '0-
TYPICALCUL-DE-SAC
S 00�91ry S(i0 SOgO NO SCALE
/0,9 SyF 23 Ioi
}/ 28,592 SQ.FT. RSO O�Oe
24,222 SOFT. AO 'Poo B
50' PAID
\ CAP F s6e 5' RAID/+ , S O
o A.100.56' q=700.56' N l°O{ °\ /
° 10
/ ao us
30,638 SQ.FT. Psi 1_ R= 100 q,I,ro \ 25' RAD
} > � -Kwos. O°F �Y \ '% , \ so' R/w
e AOro�. ti• \ w S Fsy \1� \ 4y
26.378 SO.FT.' us °1\ 20'•
25,150 SQ.FT. ^�. o
's � °'" / m� °4 us61
o s• 9, q. QS- \ o O•
p A 0� 10 29,611 SQ.FT. N 9 �s, 0 2 25,080 SQ.FT.
`7tK + 12 SL s ^'?3 G�G�� qg 'e h 9 ti�a
/ /� A C• +yam _ \ \
25,050 SQ.FT. • ^'S^ /5.2\7Y-, 4S0`?7.0 ryL? \J
°42 •iof' , e ',G' qa6 y� 41,465 SQ.FT. <j�,• \ q�J
ID
,�,� y w \ o A •t� \k SL 25.060 SQ.FT. 4,
28.031 SQ.FT. .��, a� P 44 76,722 SQ.FT.
04�57.38 v Q '" r
?/947• p ��' • 0 25.360 SQ.FT. o4 ry q �\ qy �O' O FgbF, 1 S'
ryh 0 % FH 42 > EIS asJe w 6?a %y
5 t 60 SO FT S
J � O
14 ph °
o•
+ 32,986 SOFT.
+ 241.66' 03 41
20' PERM,
LEGEND CONSTRUCTION 26,930 SQ.FT.
ECM - EXISTING CONCRETE MONUMENT &MAINTENANCE ESMT. + us o u N
EIP - EXISTING IRON PIPE o
EIS - EXISTING IRON STAKE ^�/ m 15 0 N �O�R ^ryo
SQ.FT. - SQUARE FEET i 29,481 SQ.FT. �� ,,4t
R/W - RIGHT OF WAY oF, + // \\ �g Pv8\ `53 q s2
A - ARC LENGTH
R - RADIUS + O / es
FH - FIRE HYDRANT O
SL - STREET LIGHT �� / / 1.78 SPACE
[\ /+ / 1.78 ACRESJ9. 7
+ us� DEVICE # 2 'A�5P°2,.o3. o
1 �\ \ O lSl £ °•. 3, g5 4-37.52 NO
\ �. ^' ^• ^' ,p 25,519 SO.FT. N Pa
FH 37
/ 64.29' US NN.
p,
j+ 21 .1►,�,� 58.45' ...,MgINTUBLIC us
£ v 25.090 SQ.FT.
a 23,385 $Q.FT.W 10g6 .E;NgNCE EM�N 7'....• , o
0
/,0� i 17 1 35
I 2g ,
a
28,149 SQ.FT.
z 24,890 SQ.FT. `'s 'v I N 1620 38,474 SQ.Ff. 22 a s o 0 o q•
Io
� 25,168 SQ.Ff.
06 \Ao ,�6y 18 Q 3
222.27' Ub SL h
p - 30,658 SQ.FT. p^' 27.
0 c
10,
A_
Q 31,204 SQ.FT.
F
19 6�a P o
�� 25,805 SQ.FT. �� 9a �o U,4
SL* P�
O 26 \� a .'o, tip5 °,�. 5900 � h� 35
ECM 25,632 SQ.FT. 2\ S?' �� a>� Oo 36,794 SO
OSL w�
26,787 SO.FT. '�N t \\39 ry68341`'i4110 v1�W.'j510 N� 9 28�9F
f
-1 72 4 q, 3�' \ 5 FH
V1/i:N220p O
US us 34
ma's
/ 25,716 SQ.FT. , 'SS• 35, \µ. R=250.00' \p Ok���, 32,359 SQ.FT.
/ h° • w� Wes' __ N \ 0 33
/ ti. OS
W- A`
P J� N'' US
,p FH SLq` /00 56 q=100.56' N -'a� o5
4� £ ,e 32 26,309 SO-FT.5 "
28 �Q ,n \ �0 31,587 SQ.FT.''., OPEN
A2, 30,295 SOFT. i� 9�y 0.347
/, F U ul I NO \_ 20 OPEN SPACCE ACCESS 273. 4'
Ftic� ry 29 ° z o. '>. h S 81
ECM
p'Of 30,798 SQ.FT. O b ¢ 31 b CONTROL
CORNER
mF M 2s,so1 sQ.Fr.
34,411 SQ.FT. I ry MRS. BOBBY TRUELOVE
D.B. 901 PG. 180
162?1 O
16520 �i .'� .•' � o
WILLIAM G. HIPP �� •'\Cj�. •'':'.... �� ?
D.B. 1294 PG. 515
7,9 1 RPNGN
OPEN SPACE
1.158 ACRES
20' PERM. h
CONSTRUCTION l�
& MAINTENANCE ESMT. Y9 M
0
0
ECM-----------
FT. Fw R , a <, 15' STREETSCAPE
O o oM 1� EIS S 75.34, MAIL \w s0000- q` sese tiF BUFFER EASEMENT
53
�^ 43 04 297. 1 E KIOSK mow\ S O ' �0
25,582 SQ.FT. BARN o ro
>. to N W vs 4c25 100 SQ.FT.
1
$
4D 945p UP E\ f z S M�qL BLDG. 1-I N 6iO+q,. w\W�K 119'4j' SL UP/ R=25003
'•240 SOFT' w "+ 26 OVER ?RANDOLPH E. SNEDEKER w 722?. ME
MARIA B. $NEDEKER \�µ•N 2'l1'
TO 41. S .7 EIS \f\ D.B. 3659 PG. 879 44632, /?4 6(9.
°
60j'4�'E E\EUP :'........................................... FH
ASP.HALT.. A=
M __.E.._.................... DRIVE.':-....... E
E- E--r,E- uP= .00'/ 10' x 70'
E E- •-E -`�
39 01 UP Els W i / TRIANGLE
25,975 SQ.FT. N 983.83' 724,33, N •.
o /
ASHLEY & JONATHAN /
8MAP # 201NIC9-110 ti N EIP (V
W
28,429 SQ.FT. '� ,�, POND / a d"
/
25, ASPHALT DRIVEA
Q.FT. o GARAGE
RST __ x
w LA
GRE S ERE ROAD
UNE _ IP
MAPL 20p2EMENT W
W
ASHLEY & JONATHAN /
a NICHOLS
c� S3.B. MAI PG. 2.12
� MAP 111 2018-352CID
o POND N
APPROXIMATE LOCATION OF
2 /
o HARNETT COUNTY WATER LINE.
......'.................. ^' ...
.................................. /
403.95' EIP 165.62' EIS 362600' UP
ECM
S
57"W FENCE SOUTH OF LINE I 1409.90' CONTROL CORNER
I TIE TO EPK ® / EPK HARDEE ROAD
CENTERLINE / NCSR # 1425
INTERSECTION / / n 60'PUBLIC RAW
EARLY W. GILBERT S 13'43'23"E57.24'
D.B. 2581 PG. 68 3
o� V 3
.( 0
OP FES��i�9:
SEAL .2 a44o14
L-3040 =
Qi
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A Q
SUR%J
M
NCSR / 1427
NCSR { 1427 £
iAl
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SITE N
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S
VICINITY MAP (no scale)
WATERSHED AREA HQW
IMPERVIOUS AREA CALCULATIONS
TRACT AREA - 40.39 ACRES
STREET AREA - 78,920 SQ.FT.
LOT AREA - 258,500 SQ.FT.
STREET + LOTS - 337,420 SQ.FT. - 7.45 ACRES
258,500 / 47 = 5,500 SQ.FT.
7.45/40.39 =0.19X 100= 19.17
IMPERVIOUS AREA PERCENTAGE - 19.17
IMPERVIOUS AREA FOR EACH LOT - 5,500 SQ.FT.
OPEN SPACE CALCULATIONS
TRACT AREA - 40.39 ACRES
10 % REQUIRED OPEN SPACE = 4.04 ACRES
OPEN SPACE PROVIDED - 4.13 ACRES
HARNETT COUNTY JURISDICTION
PROPERTY ZONED RA-30
MINIMUM BUILDING SETBACKS
FRONT - 35'
SIDE - 10'
CORNER SIDE - 20'
REAR - 25'
MINIMUM LOT SIZE WITH WATER - 21,000 SQ.FT.
PRELIMINARY SUBDIVISION PLAN OF
WINDY HILL FARM
VUNCANNON PROPERTY
DEED BOOK 3593 PAGE 865
DEED BOOK 2263 PAGE 578
DEED BOOK 3593 PAGE 867
HECTOR 'S CREEK TOWNSHIP
HARNETT COUNTY - NORTH CAAROLINA
SCALE 1 " = 100' - APRIL 2, 2019
100 0 100 200 300
GRAPHIC SCALE - FEET
BENTON W. DEWAR AND ASSOCIATES
PROFESSIONAL LAND SURVEYOR
5920 HONEYCUTT ROAD
HOLLY SPRINGS, NC 27540
PH. # (919)-552-9813
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