SW6220902_Plansheet - Proposed Conditions_Site Plan_20221102 (4)

LEGEND:
ECM® ECM -EXISTING CONCRETE MONUMENT
EIP OO EIP-EXISTING IRON PIPE
EiR Oo EIR-EXISTING IRON ROD
EPKO EPK-EXISTING PK NAIL
ERBO ERB-EXISTING REBAR
SRBO SRB-SET REBAR
o COMPUTED POINT
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
PROPERTY LINE
PROPERTY LINE NOT SURVEYED
- 0PL - - - OLD PROPERTY LINE
ADJACENT PROPERTY LINE
80.00'
Y l"
•
117.07'
Y
_ o
41.99'
\ N17473
\ 2, 11
17.18'
i!7 /
SF
p / 10.27 C
z
w a,
J
•
/_qq*�
`IV/ S1
�S
-O
J
O NC GRID NAD 83 (2011)
- - RIGHT-OF-WAY P 01 12,949 SF / lv 1
10,406 SF o0 0.30 AC 2 \� 3p.00, Mq Tc
- SETBACK LINE 0.24 AC I ­4
ss SANITARY SEWER LINE o I m ss42 j / V / 'SEE
SD STORM DRAINAGE o / AS9 F ,o Sy
w WATER LINE I11) 60d / 6 �/ c' / / CD �E:C�2.
OVERHEAD UTILITY J / F
2 69,S
/ 069 AS /
II�II�II CREEK 10
0v
WETLANDS �a
PERMANENT EASEMENT 11,485 SF 28' 40
0.26 AC / / \ / � f
X FENCE LINE
WOODEN FENCE - - 80_00 _ _ - _ _ _ _ \ / 5233,3 ----
TREE �♦ \7�♦
LINE \ Oo / �33 ? IV /
PP • UTILITY POLE \ / C,�/ \ '41' /
C GUY WIRE GROVE WALK ROAD �`74 \/ o�'
WV 50' R/W (PRIVATE)
N WATER VALVE / / \ ♦ (/ ■
FIRE HYDRANT �� 1 I-
SANITARY SEWER MANHOLE / QD / �1� 1/2" I N/F
GRAVEL C15 / ■ _ SRB : J&K GENERALD13 6, PG
CONTRACTOR, IA*
7.47' - 11,630 C /
40
WATERASPHA- - - 9- - - - - - C10 R35 / \ 0.27 AC N
h
WETLANDS 20' DRAINAGE � / I � _ •1• •1• ♦♦
0 EASEMENT W SIDEWALK Gh 53�. ■
0.5' OFF R/W / R9, . ■ ' ■ 0 � '4/
(TYP) �3Ru �' ♦ 1
00
00 0
10,722 SF I I 24 (D l R35 P� 0� / \ / I I =40 A
U' 0.25 AC .� > 1 \
12,981 SF ��O /�10' UTILITY 61 /
0.30 AC 1 /2 _ EIP I \ � o, EASEMENT 11,504 SF '� / ■ SRB
0.26 AC / / ■ I I 1
00
/ Off• / /� S3� I ' ����
\`>00 s9� 0��`Q" �ti� / I ♦��( // N/F 1
�6 / 3828, P� / / 0 \ / �O / / - WOODROW WILSON 1 \
�0,S9\� �O " h� / / ♦♦ I1 DB 1310, PG 972
RO' F 62 ��' /00
/ _ � I \
R35 CA
S02°14'43"E 80.00' <v 11,566 SF / \
o C 6 / \I 1
/ 0.27 AC , y` / / /
O 140,419 SF
3.22 AC\�\ o \
23 G'h HC RAMP �/ / \� _ 1
14,510 SF (TYP) �� / / ♦ //� / \,\ 1 \
0.33 AC ��' R35
C45
13,184 SF �. Q. 4 �JP / `S0' � 0�00. / ♦� 41/ / 1 aa�
0.30 AC / Q� O / S ���.�F 30' VEGETATIVE BUFFER/ ♦ /�/
��� �� �8 ������ FROM TOP OF BAN% /�/ / / ��� -1/2 1
V i � �� p� / � `S9'' �9� / / ♦ / ,/ / \ \ \ EIP 1 \
o /y FJ / ♦ / \ \ 30' VEGETATIVE BUFFER
�' FROM TOP OF BANK
�pJ 20' DRAINAGE ��50
10, p`O EASEMENT O - /
- . G / / / ♦ `/ / S 1
�,/ / �9 06�. ALLEN BAREFOOT JR. 1 \
/ N >>, DB 769, PB 532 I
-- 52.42__�_-� / 12,580 SF C'Q� d,� /l/ / S�O�L / ♦� \\,0�, 1
0.29 AC R /, �.
V;
S \ \ 1 2"
CA' \ \/ BOX CULVERT & HEADWALL S3`;Q6° /, / S 17,050 SF \ \, / / I
78"H X 156"W X 86'L �s"� �,/ ♦TOT \ 0.39 AC / `♦ \ ,\ EIP
C49 - < INV IN 176.20 ■ �/q �' \ ♦ S66°58'47"W 40.28' /
50.73 71 INV OUT 175.50 ■ \/y / ,\ / \
I > ♦ 00" \ � /
N 20' DRAINAGE 15,188 SF �O� r� i ii +S/ / \ N C r \
N EASEMENT \ 0.35 AC ' I _ I - �s T / �' �`L \ \ A
U 5/8„ \ S / �D^ ♦ I1� ♦ ♦;q� EIP'
r s \
W ERB
= w N rp 0 / ♦ / / , - .00� R35 < 12,223 SF \
(n I \ I 72 StS. �h /♦ 1\ / \ 0.28 AC , S67°06'25"W 73.67'
� 73 in o 25,163 SF 8 AC_ � ♦� /�/ ♦
1 c+ 25,688 SF O.b���' �� / /�/ / / \ R35
Woo 0.59 AC s �/ /,�h ♦ / �' \ \
Z o \
I-- s24 / - 7 tiro R48' S01°07'54"W \�\ 1 2"
28,602 SF / � ♦ / /
U s / -- -- -- -� 0.66 AC .^��/ ♦ n 140.00' EIP
41
Q s24- 30' VEGETATIVE BUFFER / : Sr
/ / 69 I \ N \ \ \�\
FROM TOP OF BANK 15,073 SF \
- / - 0.35 AC OcoV)
/ 00 - - - - / // Q 24" STD ROLL
'N- - - - - - - - \♦ \ ♦ \ C&G (TYP) \\ \ \ \\
i
♦ ♦ - - - ♦♦ / ��% / NO2°57'27" - , / C40 �g9 / / \ ■ \\ o
/ E 129.30' / ♦ 1K 65 \
/ i i �■ ��� / / �� 27,977 SF0.64 AC
I� y t'S 50 \ / \ ■
N ` ' �' \� / 6�� ♦� 30 VEGATIVE BUFFER �R6'• V\�
p �� ♦ / FROM TOP OF BANK >s
AL
b 60>\ I I -
vi ♦ 30,646 SF N o 66 �, sA •
♦ / ♦ , 3 ♦ 70 AC 16,427 SF � _
COUNTY OF HOKE 0.38 AC 00 19,106 SF I I
♦ / 30' UTILITY EASEMENT N / z 0.44 AC \ I ■
/ DB 885, PG 710
PC 3, SLIDE 3-99, MAP 001 ^N M I 30' VEGATIVE BUFFER �� ■ I,
` = 5/8" rn FROM TOP OF BANK I I
-I
�' • ERB I o �t 1" LO_
105.14' � coD
Z .
275.91' -
f , 141.53' I �I
■ NO2°57'27"E 672.56' TOTAL 205.76'
' N /F 49.36'
' ■ LUMBEE QUALITY BUILDERS INCORPORATED
■ DB 1228, PG 714 \ V A
CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
C36
54.98
59.00
S19°26'01 "W
53.02
C37
46.34
59.00
S68°37'54"W
45.16
C38
46.34
59.00
N66°22'06"W
45.16
C39
46.34
59.00
N21°22'06"W
45.16
C40
46.34
59.00
N23°37'54"E
45.16
C41
20.40
59.00
N56°02'21"E
20.30
C42
34.73
59.00
N82°48'41"E
34.23
C43
23.33
25.00
N72°56'28"E
22.49
C44
37.07
275.00
S42°20'40"W
37.04
C45
39.27
25.00
S06°31'01 "E
35.36
C46
29.31
255.00
N48°13'26"W
29.30
C47
80.33
255.00
N35°54'22"W
80.00
C48
80.33
255.00
N17°51'23"W
80.00
C49
29.31
255.00
N05°32'18"W
29.30
�
I
CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
C7
72.23
205.00
S12°20'20"E
71.85
C8
104.06
205.00
S36°58'28"E
102.95
C9
41.03
25.00
N81 °28'16"E
36.57
C10
131.33
205.00
N16°06'25"E
129.09
C13
75.27
255.00
S06°12'40"W
75.00
C14
93.70
255.00
S25°11'39"W
93.17
C15
39.61
25.00
S09°40'26"E
35.60
C16
66.52
475.00
S59°04'50"E
66.47
C17
75.57
475.00
S67°39'00"E
75.49
C30
53.45
525.00
N69°17'28"W
53.43
C31
75.06
525.00
N62°16'42"W
75.00
C32
61.08
525.00
N54°50'59"W
61.04
C33
39.27
25.00
S83°28'59"W
35.36
C34
43.81
325.00
N42°20'40"E
43.77
C35
23.33
25.00
S19°28'14"W
22.49
'48"W 62.98'
-EIP--S52°04'53"W
__-'24.48'
1 /2"
EIP
in
n
6
w
0
00
In
1 /2"
EIP
40
N /F
STUART VALEVIS & WIFE
RHONDA VELEVIS
DB 333, PG 1
C2.1
N /F
CLAUDE THOMAS CANIPE
DB 224, PG 20
C2.4
C2.2 F C2.3
GRAPHIC SCALE
0 20 40 80
( IN FEET )
1 inch = 40 ft.
SHEET KEY
160
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite.U2, Fayetteville, NC 28306
office 1910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
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Zp�FESS /o. •.���
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REVISIONS
PROJECT NAME
WOOD LAKE II
PHASE II
SUBDIVISION
DETAILED
SITE PLAN
CLIENT
RAEFORD
DEVELOPMENT
COMPANY, LLC
645 Laurinburg Highway
Raeford, North Carolina 28376
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
BRETT
CHECKED BY:
SCOTT
PROJECT NUMBER:
1632
DRAWING SCALE
HORIZONTAL: 1 "=40'
DATE RELEASED
APRIL 5, 2022
SHEET NUMBER
C-2n3