HomeMy WebLinkAboutSW6220902_Plansheet - Grading_Drainage Plan_20221102 (3)S86.46'05"E
99.28' TIE
N/F
MELVIN L. WICK &
DANH T. WICK
DB 940, PG 432
SILT FENCE
\ _ OUTLET
220 —�
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33 34
I 32 223
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GROVE WALK ROAD
50' R/W (PRIVATE)
226.50
225.92
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m AlMO NC GRID NAD 83 (2011)
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222 :S
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DARREN PITTMAN & WIFE,
TRACEY PITTMAN
TRACT A OF
DB 976, PG 674
PC 3, SLIDE 3-47, MAP 007 ti fl
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/ a 21g
.— 227
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V 226
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26.00 LF ® 0.96% 15" RCP
t:
CI 14
UP
L' o- l U 55.15 LF ® 4.80% 15" RCP
217.29 - - -
217.94 CI 16
` 215.39 33.00 LF ® 0.91 % 15" RCP
217.12
^h 214.24
217.08 --`L.------
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28
212
27
DO RAINAGE -MT
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219 ,�\\ 21� / CI 17'1
214.69 — — — — — — 26a — 27.06 LF ®3.51% 15" RCP- - 199.9:
T-217 PO
A AIG 29.22 LF ® 1.03% 15" RCP
CI 11 x\p Q P�Ei i 215 d 211.48 210 / z
26.00 LF ® 0.96% 15" CP O\��NSo�RP� IPR� / / O\ D\ 210.23 209.51 DITCH #5 CA 4 / / Did m
m
2' BOTTOM / U)
/ 3:1 SLOPES / 2pa 74 4
CI 12 NAG SC150 76 75 74 191.71 191.0
26.44 LF ® 1.89% 15" RCP STPL PAT D
_ SF DIV ✓ 205 /
211.46/ \d / S�jO 001 �OpISF _ Did DIV _
PO 13 / O\ RIP RAP DISSIPATE-00 ►S=Op SF pl V DIV �202 CHECK DAM —
i tJ 78 d L=12' W=6/14' 7
o- O O\ O�� �j D�8" D�12,. _0075�� SF DIV DI 195 W/WEIR J'
�ITBOTTOM � 0 �d / ��pA % CLASS B 18" THICK 001 �� SF V DIV D _
�C� / NAG P300S ��/ O // Odd `j0// / / / TEMPORARY SEDIMENT TRAP #2 0 ��S��Op p� DIV IV 1g2 1V Dom; _00 0�
S �F` RIP RAP DISSIPATER
� i =�Y- � SF p/ DIV S�00
O �� / � L 60', W 28', D 3' � 00� � V -� "1 I
79 <"J,/ L=12' W=6/14' 06 S�p� ,, SIDE SLOPES= 2:1 301 SF SF 00 SILTOUTLC�
D-8" D-12" D\-A // — _ TOP OF BASIN: 211.00' ) �� 301
CLASS B 18" THICK 01 ' �` / BOTTOM OF BASIN: 207.00' TEMPOR RY SKIMMER BASIN #3
Odd 206.72 / �� 6' EMERGENCY SPILLWAY: 210.00' L= 5', W=25', D=3'
207.36 /O� G� o� / �/ /boo �/ / SIDE SLOPES OF BASIN ARE TO SI E SLOPES= 2:1
J'J BE SEEDED WITHIN SEVEN DAYS. TOP BASIN: 193.00'
BOTTOM OF BASIN: 189.00'
CHECK DAM / / / \ M R N YSPILLWAY: 192.00
■_ SIDE SLOPE OF BASIN ARE TO
-A W/WEIR CA 8 ■ / SEEDED ITHIN SEVEN DAYS.
SILT FENCE / i **ATTACH A 1.5 FAIRCLOTH SKIMMER
OUTLET / / \ i (OR EQUAL) WITH 1.1' ORIFICE FOR DEWATERING
��� _ Ar — — — — — _ THE SEDIMENT BASIN DURING CONSTRUCTION.
SF 3p TEMPORARY SEDIMENT TRAP #1
L=60', W=28', D=3' /
SIDE SLOPES= 2:1
TOP OF BASIN: 212.00'
BOTTOM OF BASIN: 208.00'
6EMERGENCY SPILLWAY: 211.00'
SIDE SLOPES OF BASIN ARE TO
1 ■ 00,► GRAPHIC SCALE
40 0 20 40 80
N/F \ 1 ■ ♦� ��� I
JAMES G. WOOD, JR. \ N/F �� , ( IN FEET )
DB 200, PG 25
JAMES WOOD & WIFE, I Know what's below. 1 inch — 40 ft.
MARGARGARET B. WOOD '� •
DB 112, PG 114 �., Call before you dig.
t I
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED
LEGEND:
ECM® ECM —EXISTING CONCRETE MONUMENT
EiP Oc 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
— oPL — — —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
— roc— roc— LIMITS OF CONSTRUCTION
— sF — sF — SILT FENCE LINE
TREE LINE
PP UTILITY POLE
C• GUY WIRE
WV
M WATER VALVE
FIRE HYDRANT
�S SANITARY SEWER MANHOLE
0 GRAVEL
ASPHALT
WATER
WETLANDS
0INLET PROTECTION
vCHECK DAM
160
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1 910-426-6777 fax 1910-426-5777 license number I C-2354
www.4Dsitesotutions.com
`IICARO ,��''
40
SEA
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REVISIONS
PROJECT NAME
WOOD LAKE II
PHASE II
SUBDIVISION
DETAILED
GRADING AND
EROSION
CONTROL 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-302