HomeMy WebLinkAboutSW6220902_Plansheet - Grading_Drainage Plan_20221102 (4)LEGEND:
ECM® ECM -EXISTING CONCRETE MONUMENT
EiP Qo 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
- - 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
TREE LINE
PP • UTILITY POLE
C GUY WIRE
WV
N WATER VALVE
FIRE HYDRANT
SANITARY SEWER MANHOLE
0 GRAVEL
0 ASPHALT
0 WATER
0 WETLANDS
i
II
N/F
LUMBEE QUALITY BUILDERS INCORPORATED
DB 1228, PG 714
rr,
D=3'
SIDE SLOPES= 2:1
TOP OF BASIN: 181.00'
BOTTOM OF BASIN: 177.00'
6' EMERGENCY SPILLWAY: 180.00'
SIDE SLOPES OF BASIN ARE TO
BE SEEDED WITHIN SEVEN DAYS.
**ATTACH A 1.5" FAIRCLOTH SKIMMER
(OR EQUAL) WITH 0.9" ORIFICE FOR DEWATERING
THE SEDIMENT BASIN DURING CONSTRUCTION.
LIMITS OF CONSTRUCTION
25.2 AC
Mq T�
♦ SEE
_
♦c♦3 4
NC GRID NAD 83 (2011)
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
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
7'♦
N/`
1 J&K GENERAL CONTRACTOR, Ito
DB 1336, PG 761
qll� `�
ow
low
1
1
- 1 \
IWOODROWFWILSON
DB 1310, PG 972 I I
1 I 1
- I
- I
_ 1
- 1
- PP
_
TEMPORARY SKIMMER BASIN #8
I
L=65', W=28', D=3'
\ SIDE SLOPES= 2:1 I I
TOP OF BASIN: 181.00'
RAP DISSIPATER BOTTOM OF BASIN: 177.00' N/F I
L=2' W=1/2' 6' EMERGENCY SPILLWAY. 180.00' ALLEN BAREFOOT JR.
D-4" Dw-6" SIDE SLOPES OF BASIN ARE TO I
DB 769, PB 532
.ASS B 9" THICK BE SEEDED WITHIN SEVEN DAYS.
**ATTACH A 1.5" FAIRCLOTH SKIMMER , I
(OR EQUAL) WITH 0.9" ORIFICE FOR DEWATERING 1
THE SEDIMENT BASIN DURING CONSTRUCTION.
30' VEGATIVE BUFFER
y FROM TOP OF BANK i
40
N/F
STUART VALEVIS & WIFE
RHONDA VELEVIS
DB 333, PG 1
C3.1
C3.4
C3.2 F C3.3
SHEET KEY
N/F
CLAUDE THOMAS CANIPE
DB 224, PG 20
GRAPHIC SCALE
0 20 40 80 160
( IN FEET )
1 inch = 40 ft.
4Dsite
solutions
04 civil engineering I land surveying
409 Chicago Drive, Suite.U2, Fayetteville, NC 28306
office 1 910-426-6777 fax 1910-426-5777 license number I C-2354
www.4Dsitesotutions.com
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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: (910) 638-6102
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
BRETT
CHECKED BY:
SCOTT
PROJECT NUMBER:
1632
DRAWING SCALE
HORIZONTAL: 1 "=40'
DATE RELEASED
J U LY 19, 2022
SHEET NUMBER
C-3n3