HomeMy WebLinkAboutpg 31107
JOHNSON
llci
ic
mm
1155
ill
1153
24 1154
2118
143
08 lill 119
1157
111
11 53
1154
143
11 11 1 193
1 1 57
1110
1189
till
SITE 7 NORTH
VICINITY MAP
NOT TO SCALE
LEGEND:
EIP 0 EIP—EXISTING IRON PIPE
ECM 9 ECM—EXISTING CONCRETE MONUMENT
ERB 0 ERB—EXISTING REBAR
EIR @ EIR—EXISTING IRON ROD
o COMPUTED POINT
N/F — NOW OR FORMERLY
R/W — RIGHT OF WAY
PT — PINCH TOP
PROPERTY LINE
ADJACENT PROPERTY LINE
RIGHT—OF—WAY
—OVERHEAD UILITY
TREE LINE
0 BENCHMARK
PP
• UTILITY POLE
N/F
RUDIE DICKERSON ' \ �.\ /
BELVEN C. BROWN
DB 1253, PG 810
PB 11, PG 37
N/F
HUGHY D. BROWN ANO WIFE,
BELVEN C. BROWN
.. ........ DB 984, PG 965
PB 11, PG 37
>
846'24'56"W 123.18' 1/2-
135.00'. TIE 1/2- EIR EIR
)< ..... TO %2" EIP
135.00,
�S59,01
'
2699.37• ( 4'
�71
L
'v
20,250 SF;
0.46 AC
El i
135.00•
k"
1 1 2
20,250 )SF p EIP
0.46 6 AC ..... .... 7
0 TBM: 4D NAIL #3
SOIL N: 534501.557
ROAD E: 1968376.682
EIP
20,250 SF ELEVATION: 341.37
0.46 AC NAD 83/2001 ADJUSTMENT
S NAVD 88 .
20,250 SF
. 00
135.00, 046 AC p 0 20,919 SF 1
15 1.68'
0.48 AC
S59.
W6
N(3 1135oo, 1
4.c
12 067-i
-pusur ANE
STREET
R/W S5'9`O '2
40.0() E 70S 22' .00,
.00 5 _ i C1/N �4L ` ` ';'� I J , '
L
R=433"0j 3.040' .
120ZO,
4
240 1,0YI63• L= 116.
CHORD
120.00, ,
S45 22'30"W
Yr
116.33'
20,127 SF
9131.54'
O� 46 �C
Z nk) '
44'
z/ cy/c; B0 r-� -C.95.67'
4')
C'j ) 20,127 SF
z 0.46 AC
41,
$ 5
",C)
45. 26727 SF
U) 0.46 AC CN
S59
/\ �� /' , y *01'24'E,
45.0
00,
20,138 SF
'
0.46 AC
C" pp
�0
ov $59-011 24 04 V • 00,
145. K
1.- 27,004 SF
0.62 AC
/44�
00 z
S59-0 4�E ,
0
10
co 122. 7' /` j l /' J
25,287 SF
17&
441 0.58 AC 21,234 SF ...... 0
0.49 AC /K"-
I %
R=2895.00'
L=500.00'
ro To (R CHORD
0 S40*08'33"W
26,416 SF\ 01 20,124 SF 499.38'
0.61 /1 CIV 6 AC
0.
Q0
4<0
AC 0,4 pp
S69 55 11 "E 345 9 140.21'
15.00' 135.0 110.19• 7
21,820 SF
0.50 AC
11p
6
26 �50'S p 20,2150 "SF 20,695 SIF
,F 0
61
.4r> AC ',0.46 AD 0,48 AC', _. / / // \
//SR
N/F
DEPARTMENT OF THE ARMY
25,334 SF CORPS OF ENGINEERS
0.513 AC
01
X135.00 \50.37 '2
zm
w
DRAWN BY:
FRED
CHECKED BY:
SEAN
PROJECT NUMBER:
292
\
�/
ass s5 11 E
TAFT LANE
`288.05'
PUBLIC STREET - 50' R/W
.
0.
S&9*55'11"E 255.73' TOTAL!
1 t
55 00\,
R=2030 00'
L=252.3'9'
kp
0
1126,737 SF
0.61 AC,
CHORD
S31*37'58"W
3:
252.23'
\,34 M-0
0
-w
24,976 SF
0
24,2�B9 S F 0
\�.56'AC
0
22,761 SF
0.57 AC
i
GRAPHIC SCALE
0.52 AC
.. . ..... ..
i.
i
50 0 25 50 100 200
IN FEET
50
1 inch ft.
1 55.&
1
15 72'
'177.
p
98.98,
S69*55'11"E 928.83'
Z
3RB
409 Chicago Drive - 'June "2
fayeffe4Le North Carob. 28306 \ \ \\
Phan&. (9 )426�7
)0 fax (910 12&5
4p 6ITF-
60LUTION,5INC
AUkGNC 14c A5uZvtnNc A cPJ A COIbTMXTIN LAWaA
lblslq
REVISIONS
10-23-14 REVISED GRADING ALONG
NIXON & TAFT LANE; ADJUSTED
UTILITIES AS NEEDED
PROJECT NAME
COOPER
FARMS
SUBDIVISION
PHASE I
SITE PLAN
CLIENT
am-
[ 14KII IT, I a
509 West Broad Street
Dunn, North Carolina 28334
Phone: (910) 824-1238
PROJECT INFORMATION
DESIGNED BY:
SCOTT
DRAWN BY:
FRED
CHECKED BY:
SEAN
PROJECT NUMBER:
292
DRAWING SCALE
HORIZONTAL: 1"=50-
DATE RELEASED
JANUARY 28, 2008
SHEET NUMBER
C-3
OF 18