SW6220904_Plansheet - Proposed Conditions/Site Plan_20221102 (2)

CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
C1
39.27
25.00
N29°25'54"W
35.36
C2
189.51
205.00
N42°03'08"E
182.84
C3
19.06
255.00
N66°23'39"E
19.06
C4
133.79
255.00
S49°13'21 "W
132.26
C5
83.13
262.00
N20°34'43"E
82.78
C13
82.18
205.00
S18°27'00"W
81.63
C14
138.11
205.00
S49°14'07"W
135.52
C15
235.74
255.00
S42°03'08"W
227.43
C16
39.27
25.00
S60°34'06"W
35.36
2 1 /2" EIP
LEANING
O ERS 1"ANGLE
O IRON
1
1
I
1
1
1
I
1
I
1
1
I
W
~
1
1
0
, 3
1 �
bo
0
f,
1 z
1
I
1
1
INV
1 329.34
1
N/F
PAUL W. WILKES & WIFE,
HEDI J. WILKES 1
DB 688, PG 459 1
1 I
30.22'
TO BE R35
RELOCATED
I 1.
I'
1
TBM
4D DISK #1
N 458,931.849
E 1,896,989.414
I�
ELEV 332.09
INC GRID NAD 83
1
(2011)
1
NAVD 88
I�
INV
327.73
1
ISIGN
EASEMENT
� 1 I �N
� � 1
323.95
1
I
1
I
I
1
1
N/F
ARNOLD R. BOWEN & WIFE,
SYLVIA G. BOWEN 1
DB 262, PG 473 1
I
1 0
1 LC
I
1 0-
1 Q
I "
1
1
10
P
O
'-
I 1
R 35'
0
co
1
3
co
(A
t N
d.1
LO
N
N IZ
ZCO
'
�IQ
\
0_
`' S15°34'06"W 220.71'
: �13.68'
0
13,883 SF
(0.32 AC)
S15° 06 W
13.68' `
10'X70' SIGHT \
TRIANGLE \
29,071 SF
(0.67 AC) 10' UTILITY EASEMENT
0
2„
EIP
m 20 N 459,085.466
E 1,897,278.713
a I NC GRID NAD 83
(2011)
IX 2a�.25
I � 1
1 �
1 ,
I 1
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1 N
\ w `� 1
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zl\ ECM WITH 1 d
IZSIP 1 �
1�
�I
1/2"
EIP
I ERS 1
1\
N/F
RICHARD L. MUMMA JR. & WIFE, 1
SHARON D. MUMMA I 1
DB 834, PG 150
1
1 ,
I 1
I.
1 ,
I �1
Co
N
I V.
01
1
1 I ZI 1
1 I
1 ,
I 1
1 I
1 ,
I
1 I
1 ,
ECS
1 �
001
1 31
- --I Lo1
ERS ^'
1 ZI
I 1
1 I
1 ,
N/F
H. P. WALTERS & WIFE,
BETTY WALTERS
DB 200, PG 187
1/2 LEGEND:
EIP
OD PK O PK-PK NAIL
ECM® ECM -EXISTING CONCRETE MONUMENT
EIP Oa EIP-EXISTING IRON PIPE
EIR Oa EIR-EXISTING IRON ROD
EIS O EIS -EXISTING IRON STAKE
EPKO EPK-EXISTING PK NAIL
Ecs0 ECS-EXISTING COTTON SPINDLE
sPKO SPK-SET PK NAIL
o COMPUTED POINT
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
RCP - REINFORCED CONCRETE PIPE
PROPERTY LINE
ADJACENT PROPERTY LINE
TIE LINE
RIGHT-OF-WAY
uGT UNDERGROUND TELEPHONE LINE
OVERHEAD UTILITY
X FENCE LINE
TREE LINE
325 MAJOR CONTOUR
322 MINOR CONTOUR
x 329.34' SPOT ELEVATION
-i�- BENCHMARK
© MAILBOX
pp UTILITY POLE
0 TELEPHONE PEDESTAL
FIRE HYDRANT
El WATER METER
ASPHALT
SOIL
= UNSUITABLE SOILS
100.32' I 80.04' 80.04'
80.04' 80.04'
- . . - . . _
1 - . _
25' DRAINAGE EASEMENT
I I I I
j
I
I
I
I
j
j
I
I
j
I
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j
j
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to j
o
co
0
3:
1
20,968 SF
(0.48 AC)
o
N
3
1 3
N
o
I°
�I
N
Ip
^
�I
Ip
o
j
\
00
z
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20,196 SF
p
z
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N
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No
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U
N
4O
N
0
0`0
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N
O
�.
AC)
z
z
(0.46
\
\
20,429 SF
(0.47 AC)
20,237 SF
(0.46 AC)
20,044 SF
(0.46 AC)
\
I
1
I
I
I
\
I
I
1
\
�fq C \ �5,
Klo- -
AREA -
9"E
21.57' N09°41'32"W
21.57'
s
21,484 SF
(0.49 AC)
Q�
Q.
20'
00
00
C,
0
�i
M
N
Cn
rn
Cn
O
DRAINS
=ASEME
N 459,255.995
E 1,897,675.999
NC GRID NAD 83
(2011)
1/2"
EIP
80.00' 80.00' 80.00'
00
N
85.04'
85.04'
85.04'
4,D
s�
m
0
NC GRID NAD 83 (2011) c
'Y
1
S�O
N/F
SHAUNNA MARIE DUNLAP
DB 661, PG 763
85.04'
85.04'
N08'41'24"E 2515.31' TOTAL
90.04' 90.04'
I
I
1
1
1
1
o
N
13
to
�I
r
3
I�
O
NI
N
j
j�
0
j
j
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j
13
j 0
j
0
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j
13
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IN
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3
0
N.
No O
00
NI
O
r7
00
�I
N
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9
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10
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oM
j
r7
11
O
0
12
O
co
z
z
z
1 coO
z
NI
1tn
N
.
I�
N1
o
0 21,085 SF
20,868 SF
20,650 SF
20,433 SF
z
20,215 SF
z
21,167 SF
z
20,923 SF
of
y (0.48 AC)
(0.48 AC)
(0.47 AC)
(0.47 AC)
(0.46 AC)
(0.49 AC)
(0.48 AC)
I A
D
1
z
0
iT1
I
I
I
j
M
j
1
j
1
j
j
j
j
j
K
1
1
j
j
j
z
1
1
-
1
L-
- - - -
J
L
- -
- - - -
J
- - - -
J
- - - -
- - - -
J 1D
I j
I I
j I
I I
I
1
I I
I 46 I w
I I
1 45 I w
1
I 44
O
04 p
N
20,068 SF N
1
20,267 SF Co'C�
20,093 SF
(0.46 AC) p
N (0.47 AC) �
N (0.46 AC)
jN
I j
j IN
j I
1
I
I j
I j
GE
NT�
j j
j j
j
j
-
-
'
8.40 -
77.14'
30.80' 49.23'
71.64'
S05°26'00"W 107.93'
C
TOTAL 1/2" S05'23'58"W
120.87' TOTAL
N/F
ANTHONY HUBERT & WIFE,
CHERYL M. HUBERT
DB 954, PG 142
PC 3-14, MAP 3
5' SIDEWALK 0.5' OFF R/W
=
85.00'
85.00'
85.00'
85.00'
85.00'
-
90.00,
90.00,
r
N06°57'54"E 1744.10' TOTAL
m
PINNACLE COURT
-24" MOUNTABLE CURB
S83°02'06"E
I
50' R/W (PUBLIC)
50.00' TIE-�
1�
N06°57'5_4"E 1744.1_0' TOTAL
_
85.00'
85.00'
85.00
85.00'
85.00'
__
90.00
T
T
90.00'
m
10' UTILITY EASEMENT
n
F- - - --
--
- - -
I
-- IN
I
I
I
I
I
I
1 I
I I
I
I
I
I
I
I
I
I
I
1
1 IN
I
I
I
I
I
I
I
I I
1 I
I
I
j
I
j
I
j
I
j
I
I
1
101
43
w
o
42
w
o
w
41 o
40
``'
o
o
10
to
38
37
NI
r
m j
04
0
N
o
o . 21,138 SF
N
o
N
20,910 SF
(0.48 AC)
,No
20,681 SF
N (0.47 AC)
N
20,459 SF
°N°
N
20,241 SF
v°i
N 21,194 SF
Lo
N
p
(0.49 AC)
N
(0.47 AC)
(0.46 AC)
(0.49 AC)
o
(0.489AC)
0
1
Z
00
j
j
j
1
0
1 1
j
M
1
j j
1
1
1
co
m
j
j
J
�
-
16.48' 90.04'
68.56' 90.04'
85.04' 85.04'
85.04' 85.04' o S05°14'01"W 752.50' TOTAL
N/F
ELIZABETH MARIE DAYTON-FRUM
DB 1178, PG 995
GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
1 inch = 50 ft.
1
1
1
1
200 I I
4DSite
solutions
Civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, INC 28306
office 910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
CA/?p 77z
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111111
REVISIONS
PROJECT NAME
HIDDEN
VALLEY
SUBDIVISION
DETAILED SITE
PLAN
CLIENT
TG VENTURES LLC
9820 US Hwy 301 North
Lumberton, North Carolina 28360
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
BRETT
DRAWN BY:
BRETT
CHECKED BY:
SCOTT
PROJECT NUMBER:
1860
DRAWING SCALE
HORIZONTAL: 1 "=50'
DATE RELEASED
AUGUST 9, 2022
SHEET NUMBER
C-201