SW6220902_Plansheet - Proposed Conditions_Site Plan_20221102

zU
SITE Y
CJ
Q
Z
0
ROCKFISH
NORTH
VICINITY MAP
NOT TO SCALE
LEGEND:
ECM® ECM -EXISTING CONCRETE MONUMENT
EIP Qo EIP-EXISTING IRON PIPE
EIR Oo EIR-EXISTING IRON ROD
EPK0 EPK-EXISTING PK NAIL
ERB0 ERB-EXISTING REBAR
SRB0 SRB-SET REBAR
o COMPUTED POINT
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
PROPERTY LINE
PROPERTY LINE NOT SURVEYED
- OPT - - - OLD PROPERTY LINE
ADJACENT PROPERTY LINE
RIGHT-OF-WAY
-SETBACK LINE
ss SANITARY SEWER LINE
SD STORM DRAINAGE
W WATER LINE
OVERHEAD UTILITY
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
S67°39'00"E
75.49
C18
34.14
375.00
S69°35'59"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
TREE LINE 1 /4"
PP UTILITY POLE EIR
C• GUY WIREWV HACKNEY o
M WATER VALVE LANE \
PUBLIC
FIRE HYDRANT R/W
SANITARY SEWER MANHOLE
GRAVEL /
0 ASPHALT
0 WATER
0 WETLANDS
I
�27'i I �� 28 ;
N/F -'
RIS E. BRYSON N/F
B 785, PG 287 I TEREN J. BRUNNER & WIFE,
LIDE 2-51, MAP 001 LEIA DAWNE BRUNNER
I DB 300, PG 905
PC 2, SLIDE 2-51, MAP 001
I
I
I50' BRIDAL PATH EASEMENT
3/8" PC 2, SLIDE 2-51, MAP 001
/ 1
1o0YR Fl-D
0 / W
50 i
4 (1 11 1
CURVE TABLE CURVE TABLE � a�
CM
CURVE LENGTH RADIUS BEARING CHORD CURVE LENGTH RADIUS BEARING CHORD
C21 35.79 255.00 S55°44'38"E 35.76 C39 46.34 59.00 N21 °22'06"W 45.16
C22 75.27 255.00 S43°16'01 "E 75.00 C40 46.34 59.00 N23°37'54"E 45.16
C23 75.27 255.00 S26°21'14"E 75.00 C41 20.40 59.00 N56°02'21"E 20.30
i
C24 34.84 255.00 S13°58'59"E 34.81 C42 34.73 59.00 N82°48'41 "E 34.23
C25 38.87 25.00 S54°36'33"E 35.07 C43 23.33 25.00 N72°56'28"E 22.49 1ERB / 4(11
C26 39.27 25.00 N34°55'52"E 35.36 C44 37.07 275.00 S42°20'40"W 37.04 a� aADDI • 1 /2"
C27 94.05 205.00 N23°12'44"W 93.23 C45 39.27 25.00 S06°31'01"E 35.36 p0� -k- / ERB
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C28 83.75 205.00 N48°03'35"W 83.17 C46 29.31 255.00 N48°13'26"W 29.30 1 /2 / Q
EIP \
C29 70.58 325.00 S65°59'09"E 70.45 C47 80.33 255.00 N35°54'22"W 80.00 -�oo� / ��O
a 3/4„ / / 0 1
C30 53.45 525.00 N69°17'28"W 53.43 C48 80.33 255.00 N17°51'23"W 80.00 ERB ❑ / \ 53 \ /
C31 75.06 525.00 N62°16'42"W 75.00 C49 29.31 255.00 N05°32'18"W 29.30 J�Z h� / 70
0
C32 61.08 525.00 N54°50'59"W 61.04 C50 102.02 275.00 N12°52'24"W 101.44
C33 39.27 25.00 S83°28'59"W 35.36 C51 5.77 275.00 N24°06'10"W 5.77 \ ' �-
1EIP 54 � I / f �r � � 'AC34 43.81 325.00 N42°20'40"E 43.77 C52 24.86 335.00 N26°49'47"W 24.85 46 \
\ / I 1 /2'
C35 23.33 25.00 S19°28'14"W 22.49 C53 73.09 335.00 N35°12'21 "W 72.95 / �/ J �I SRB o
C36 54.98 59.00 S19°26'01"W 53.02 C54 91.56 385.00 S34°38'37"E 91.34 1/2 TEE POST LO
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C37 46.34 59.00 S68°37'54"W 45.16 C55 127.39 325.00 S13°28'29"E 126.58 EIS \ SRB \\ I
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CC4
C38 46.34 59.00 N66°22'06"W 45.16 ` l \ / /j / �/ v 5 1 \
1 I \ \ / N F
\ 56 J&K�/GENERAL CONTRACTOR, INC.
A TEE POST 44 \ / �/ DB 1336, PG 761
EIS \ ��_ �1 / B
1 1/
ECM SRB SRB \
S86°46'05"E O I IIII N/F
99.28' TIE EIP J&K GENERAL CONTRACTOR, INC' PP
( \ DB 1336, PG 761 1 /2)
\ / / SRB
5/8 58 ( �( 1SRB /1 ►\ 3 1 I
ERB / / /�// N/F 1
�40 42 \ I JStK GENERAL
AL CONTRACTOR, 761INC.
n \ � � � � 35� � 36 37 38 39 � � � � y I � � � ' � SRB
32 33 34 I �� i ► 1 /z'' r' 2 1 I
L \ � \ \ �- 41 I N/F
PP pp
o D _ \ / /A J&K GENERAL CONTRACTOR, INC � I
x _ _ - - - - - / / v DB 1336, PG 761 1 /2""
SRB
Z `\�
D�GROVE WALK ROAD 1 2„ 1
0 50' R/W (PRIVATE) 60 B
3/8"
ERB
I
N/F
DARREN PITTMAN & WIFE, /
o TRACEY PITTMAN
lz TRACT A OF
a DB 976, PG 674 /
PC 3, SLIDE 3-47, MAP 007
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25 24
\ 28 27
31 I CD 29 I \
ERB L-
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I21 22
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/ J&K GENERAL CONTRACTOR, INC.\
DB 1336� 761 1 /2
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61 / SRB 1/2"
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18 19 20
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CD\ / - �C' �1 / COUNTY OF HOKE 80 / 30' UTILITY EASEMENT
DB 885, PG 710
% I \ PC 31 SLIDE 3-99, MAP 003
\\0,
PHASE 1
COUNTY OF HOKE
30' UTILITY EASEMENT ' I MAP 001 ERB
1 /2"
DB 885, PG 710
' PC 3, SLIDE 3-99, M
s / J 11
/2"
ERB
J
\ / /
52s / 2
/ ERB
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/ EIR �3
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PC 4, SLIDE 4-1-108, MAP 006
r R B
N/F
JAMES G. WOOD, JR.
DB 200, PG 25
1 /2'
ERB
3 /8'
ERB /
HERB/
i EIP
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- \ !90
71 M� � �� �
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74O_ 72 73O7576
CA
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W W W ERB \
COUNTY OF HOKE
W W W W •�' 30' UTILITY EASEMENT
W f DB 885, PG 710
PC 3, SLIDE 3-99, MAP 1001
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I
N/F I N/F
JAMES WOOD & WIFE, LUMBEE QUALITY BUILDERS INCORPORATED
MARGARET B. WOOD I DB 1228, PG 714
DB 112, PG 114
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
lk 1
1 P
' I
1 /2" �
EIP N/F
I
/ %/ / \ ALLEN BAREFOOT JR. 1
DB 769, PB 532 1
I
\� �\ 1.,
�y 64 \�� EIP N/F
A STUART VALEVIS & WIFE
RHONDA VELEVIS
1 /2" DB 333, PG 1 I
/ EIP
69 EIP
\ / o -
65
1 „ IP
CLAUDE
THOMAS
PG 20NIPE
DB
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.
1 /2."
EIP 3/8"
- EIR
A,OAS
J
O NC GRID NAD 83 (2011)
co -
0
i
S
o�
GRAPHIC SCALE
100 0 50 100 200 400
( IN FEET )
1 inch = 100 ft.
site
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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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