NCC224160_Site Plan or Location Map_20221222

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SITE
a
ROCKFISH
NORTH
VICINITY MAP
NOT TO SCALE
LEGEND:
E"Z ECM -EXISTING CONCRETE MONUMENT
EIP Oa EIP-EXISTING IRON PIPE
EIR Oo EIR-EXISTING IRON ROD
EPKO EPK-EXISTING PK NAIL
ERB
0 ERB-EXISTING REBAR
SRB
0 SRB-SET REBAR
o COMPUTED POINT
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
PROPERTY LINE
PROPERTY LINE NOT SURVEYED
- oPL - - -OLD PROPERTY LINE
ADJACENT PROPERTY LINE
RIGHT-OF-WAY
- - - - -SETBACK LINE
ss SANITARY SEWER LINE
SD STORM DRAINAGE
W WATER LINE
OVERHEAD UTILITY
M I I M I I CREEK
- - WETLANDS
PERMANENT EASEMENT
X FENCE LINE
WOODEN FENCE
CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
C1
79.67
335.00
S34.38'37"E
79.48
C2
112.57
385.00
S33`04'49"E
112.17
C3
39.13
25.00
S47`04'44"E
35.25
C6
39.27
25.00
S42°45'17"W
35.36
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
C11
39.27
25.00
N47°14'43"W
35.36
C12
39.27
25.00
N42.45'17"E
35.36
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
S6739'00"E
75.49
C18
34.14
375.00
S6935'59"E
34.13
C19
47.30
375.00
S63`22'40"E
47.27
C20
23.56
15.00
S72`49'51"E
21.21
CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
C21
35.79
255.00
S55.44'38"E
35.76
C22
75.27
255.00
S43`16'01 "E
75.00
C23
75.27
255.00
S26`21'14"E
75.00
C24
34.84
255.00
S13°58'59"E
34.81
C25
38.87
25.00
S5436'33"E
35.07
C26
39.27
25.00
N34.55'52"E
35.36
C27
94.05
205.00
N23°12'44"W
93.23
C28
83.75
205.00
N48`03'35"W
83.17
C29
70.58
325.00
S65.59'09"E
70.45
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
C36
54.98
59.00
S19.26'01"W
53.02
C37
46.34
59.00
S6837'54"W
45.16
C38
46.34
59.00
N66`22'06"W
45.16
TREE LINE
PP0
1 /4"
UTILITY POLE
- EIR
C GUY WIRE
_
HACKNEY LANE
N WATER VALVE
60' PUBLIC RAW \
HYDRANT
_ _
xFIRE
s( SANITARY SEWER MANHOLE
_
-- - '
GRAVEL
_
/
ASPHALT
WATER
3/8"
WETLANDS
ERB
27
N/F
RIS E. BRYSON
B 785, PG 287
LIDE 2-51, MAP 001
I
N/F
DARREN PITTMAN & WIFE, /
o TRACEY PITTMAN
Z TRACT A OF
a DB 976, PG 674 /
I� 28 � PC 3, SLIDE 3-47, MAP 007
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/ 00 ll D
100YR
W W a
/ W W
W W
W W W W
W W W W W W` W Y
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ERB l ® �/ 53 / / _
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TEE POST 55 � 1SRB/
EIS 45 s
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n W GENERAL CONTRACTOR, IN .
TEE POST 44 DB 1136, PG 761
EIS O�I1 2'I
ECM l Ww�, W W 4;r-
SRB 4 P
S86°46'05"E 2„ 57 / W W WI,W w 1I11 N/F
a W W W,. JL3 GENERAL CONTRACTOR, INC! PP
�99.28' TIE CEIP 43 W W W I DB 1336, PG 761 1 /2" p
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w w w w Jig GENERAL CONTRACTOR, INC.ARB
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39 �40 W W w DB 1336 PG 761 /2'
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/2
GROVE WALK ROAD I W 41"2II W �` fl�
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W W W - `I
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,�„ � ✓ � � SRB
F 28 27 26 24 > 61 > / W W W Sr ? 3~ 1/2"
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30 29 O O I / / 1 EIP
31 I O O V ♦ \ N/F I
3/8" L� J ♦ / �/ / J W WOODROW WILSON 1 \
W DB 1310, PG 972 1
ERB I 62 • CA 6 '' W ,l .
- 23
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18 19 O O O �/ sp S1/11 W.. W W W /
17 I EIP N/F I
I J J ��A ti0 ��� /� w w, W W w w� ALLEN BAREFOOT JR. ; I
DB 769, PB 532
W
5/8"
ERB
CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
C39
46.34
59.00
N21°22'06"W
45.16
C40
46.34
59.00
N2337'54"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
S0631'01 "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
N0532'18"W
29.30
C50
102.02
275.00
N12°52'24"W
101.44
C51
5.77
275.00
N24`06'10"W
5.77
C52
24.86
335.00
N26.49'47"W
24.85
C53
73.09
335.00
N35.12'21"W
72.95
C54
91.56
385.00
S3438'37"E
91.34
C55
127.39
325.00
S13°28'29"E
126.58
TEREN J. BRUNNER & WIFE, O N �_
LEIA DAWNE BRUNNER Q o
DB 300, PG 905 0_ � -
PC 2, SLIDE 2-51, MAP 001 0 / PNOQE P . � . 77
NC) N��� lQR A . i
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-------------- ., .,. 1EIP / \ . � I•V N lA.'A
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CA 4 73 � W W/ / \ STUART VALEVIS &WIFE
= 76 75 74 (D n CA i / w W /� / \ \�\ R ONDDA VEL 11S
z O / \ 1/2„
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50' BRIDAL PATH EASEMENT
PC 2, SLIDE 2-51, MAP 001
3/8' /�s�,CA
/ _ .(
o EIR o
I /
CA 3
' , W
♦ 80"`...
1 /2"
,ERB
EIR \3
N/F
PC 4, SLIDE 4-108, MAP 006
�l N/F
JAMES G. WOOD, JR.
DB 200, PG 25
1 /2'
ERB
3/8'
ERB /
� 3/8"
/// i-,ERB/
/ EIP
EIP \
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N/F
_ / ;. W w w�' 9✓ W m W W W W 67 66 \ I�� CLAUDE THOMAS CANIPE
W W W W W W W W W \ I @ DB 224, PG 20
w W W W I W J /8^ I III
ERB
WWWWWWwW WJ* COUNTY OF HOKE I" 1 2"
30' UTILITY EASEMENT I EIP 3/8"
W ! DB 885, PG 710 0 EIR
PC 3, SLIDE 3-99, MAP 001
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N/F I N/F _
JAMES WOOD & WIFE, LUMBEE QUALITY BUILDERS INCORPORATED -
MARG B. WOOD I DB 1228, PG 714 C2.4
DB112112, PG114 G \
SITE DATA
DEVELOPER
J&K GENERAL CONTRACTORS
MAILING ADRESS
645 LAURINBURG ROAD
CITY, STATE
RAEFORD, NORTH CAROLINA 28376
PIN NUMBER
494550001671, 494550001058, 494550001062,
494550001199, 494550001072, 494550001074,
494550001017
TOTAL SITE AREA
3,002,262 SF (68.92 AC)
AREA TO BE DEVELOPED
3,002,262 SF (68.92 AC)
CURRENT ZONING
RA-20 & R-8
EXISTING USE
UNDEVELOPED
PROPOSED USE
SINGLE FAMILY RESIDENTIAL
PROPOSED BUILDING LOTS
67
DISTURBED/DENUDED AREA
25.2 ACRES
OPEN SPACE REQUIRED
300,226 SF (6.89 AC)
OPEN SPACE PROVIDED
312,331 SF (7.17 AC)
SETBACKS REQUIRED:
RA-20 R-8
FRONT
30 FT 30 FT
SIDE
10 FT 10 FT
REAR
25 FT 25 FT
SITE NOTES
1. EXISTING UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE EVIDENCE COULD BE
FOUND TO VERIFY LOCATION. PRIOR TO CONSTRUCTION OR EXCAVATION OF THE
SITE, THE GENERAL CONTRACTOR SHALL VERIFY ALL UTILITY COMPANIES TO
VERIFY THE LOCATION OF THEIR RESPECTIVE UTILITIES. ALL DAMAGE INCURRED
TO EXISTING UTILITIES DURING CONSTRUCTION SHALL BE REPAIRED AT THE
GENERAL CONTRACTOR'S EXPENSE.
2. ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS.
3. ALL DIMENSIONS ARE TO THE BACK OF CURB UNLESS OTHERWISE NOTED.
4. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE IN ACCORDANCE WITH
STATE AND LOCAL LAWS AND REGULATIONS.
5. ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER HOKE COUNTY AND STATE
REGULATIONS.
�S
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A,
J
O NC GRID NAD 83 (2011)
GRAPHIC SCALE
100 0 50 100 200 400
( IN FEET)
1 inch = 100 ft.
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
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FESS/O
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REVISIONS
PROJECT NAME
WOOD LAKE II
PHASE II
SUBDIVISION
OVERALL
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 "=100'
DATE RELEASED
APRIL 5, 2022
SHEET NUMBER
C-200