SW6220904_Plansheet - Proposed Conditions/Site Plan_20221102 (3)

CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
C6
21.03
25.00
N31 °03'36"E
20.41
C7
42.05
50.00
N31.03'36"E
40.82
C8
52.36
50.00
N23.02'06"W
50.00
C9
52.36
50.00
N83.02'06"W
50.00
C10
52.36
50.00
S36°57'54"W
50.00
C11
42.05
50.00
S17°07'47"E
40.82
C12
21.02
25.00
S17°08'32"E
20.40
LEGEND:
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 CON TOUR
322 MINOR CONTOUR
x 329.34' SPOT ELEVATION
-dk BENCHMARK
© MAILBOX
pp UTILITY POLE
1 0 TELEPHONE PEDESTAL
1Kf-,, FIRE HYDRANT
El WATER METER
ASPHALT
SOIL
UNSUITABLE SOILS
N /F
SHAUNNA MARIE DUNLAP
DB 661, PG 763
N08.41'24"E 2515.31' TOTAL
90.04' 90.04'
1 90.04' 95.04'
95.04' 95.04' -
95.04' 100.05'
100.05' 105.05'
115.05' 167177
25' DRAINAGE EASEMENT I T l
-
I�--T.1--
1-
I NI
N�
of �I
13 1� 13 to '0I I� �I
co 13 C140 00 14 N 0 15 0 16 17 o N 18 0 � 19 o in 20 co 21 22 N n 23 `�
101 O NI O 1 0 N1 O NI O 1 0 01 O t o �1 O N �I O N U) O 1 �1 O 1 0 Lo O �I O 00 ^I
0 20,679 SF z 20,435 SF 00 20,191 SF 00 `� 21,048 SF n N 20,776 SF n N 20,505 SF N 20,233 SF o 21,004 SF o 0 20,703 SF No LO 20,626 SF 00 20,821 SF '
1n I (0.47 AC) (0.47 AC) z (0.46 AC) z (0.48 AC) z (0.48 AC) z (0.47 AC) 00 (0.46 AC) 1 00 N (0.48 AC) n N 1 (0.48 AC) n NN (0.47 AC) z
(0.48 AC) /
z I I I �Z � ;Z ; �z
' 20DRAINAGE EASEMENT -/
71
L- - - - - -I L - - - - - J L- - - - - L - - - - - J L - - - - - J L- - - - - - -I L- - - - - - J
6
U 5' SIDEWALK 0.5' OFF R/W HC RAMP
10' UTILITY EASEMENT (TYP) /G11 c�0 \ �2� 2 ►9 /-
.-..-..-..-..-..-..-..-..-..-..-..-..-..-..-..-..-..-..-..-..-..-..-..-..-..-..-..-..-..-..-..-.. .-..-..-..-..-..-..-..-..-.....- .-..-..-..-..-..-.. -.. $
w 90.00, 90.00, 90.00' 95.00' 95.00' 95.00' 95.00' 100.00' 100.00' 49.11' G�2
= N06°57'54"E 1744.10' TOTAL
- R33' ` 0I co
Lij w LQ
N83.02'06"W PINNACLE COURT - 37'
�- ONO 24" MOUNTABLE CURB I 55,401 SF c�
1 1 50.00' TIE 50' R/W (PUBLIC) (1.27 AC)
_ d-
o)
w N06°57'54"E 1744.10' TOTAL CO
_j _ _90.00' 90:00, _ _ _ _ 90.00, _ _ _ 95.00'_ _ 95.00' 95.00' 95.00' 100.00' 100.0049.10' Cg
LO
36S�S
U 25' UTILITY EASEMENT
<1 F-..-..-..-..-.. _ _ _ _ _ _ - - _ - -
r F
I I 1 1 1 1 1 I
I 1 1 1 1 1 1 1 I
1 1 1 1 1 1 zim
1 1 1 1 1 1 1 1
1 D w
1�1 Iw Iw Iw w m I� 1 Uj
o
co o T- o i10 Lf r*1 co cn N N W IN co o 0 r7 I - N z iv Q o 00 28 o 27 o rb 20 0.48AC)o / � i 36 0� 04 35 o N 34 No N 33 M NN i 32 N 31 n N 30 � N 29 U. co o N N O o r ( ) /
0 20,704 SF 00 N 20,459 SF N N 20,214 SF v0000 i N 21,072 SF 20,798 SF N 20,522 SF N 20,246 SF 21,013 SF < N 20,707 SF 20,628 SF 00 ^ row � /
,op (0.48 AC) (0.47 AC) (0.46 AC) (0.48 AC) (0.48 AC) (0.47 AC) (0.46 AC) (0.48 AC) (0.48 AC) (0.47 AC) ONo
�1
IV) 1 1 I
1 1 I -
1� � N.
I I „� r,� �52.31'
L_ -
20.69' ' 100.05' 72.43
� � �95.04�
95.04' 74.35' 95.04'
1 90.04' o S05°12'46"W 436.91' TO=AL
90.04' 90.04' 1 /2" `
S05°14'01"W 752.50' TOTAL EIR
1
1
N /F
ELIZABETH MARIE DAYTON-FRUM
DB 1178, PG 995
1
1
I
27.62 I 1 /2"
S05`14'03"W 300.03' TOTAL ERB
I
� I
N /F J
DARNELL & JANET MORGAN /
DB 274, PG 540
PC 2-74, MAP 4
40
S�
0
NC GRID NAD 83 (2011) C
Y
0
S�
I
I
I
I
I
I
I
I
I
I
I
I
I
1 /2"
ERB
LIGHTER
'1 k
N /F
CAROLYN JEAN LEWIS
DB 161, PG 403
f' A �1
N /F
PATRICK J. SIMPSON & WIFE,
KARA SIMPSON
DB 1018, PG 839
PC 3-82, MAP 2
GRAPHIC SCALE
50 0 25 50 100 200
( IN FEET )
1 inch = 50 ft.
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, INC 28306
office 1910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
CA Rp ��z
J� SSS /0%
Q `9
AL
57 -
.••0 SURD
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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-202