SW6220902_Plansheet - Grading_Drainage Plan_20221102 (2)

I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
\ I
28
N /F
TEREN J. BRUNNER & WIFE,
LEIA DAWNE BRUNNER
DB 300, PG 905
PC 2, SLIDE 2-51, MAP 00
ONS
J
O NC GRID NAD 83 (2011)
y
r
0o�
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
— oPL — — —OLD PROPERTY LINE
ADJACENT PROPERTY LINE
RIGHT-OF-WAY
-SETBACK LINE
ss SANITARY SEWER LINE
SD STORM DRAINAGE
w WATER LINE
OVERHEAD UTILITY
65.58 LF ® 0.54% - _ _ -CREEK
CI 6 PO 7 WETLANDS
_00� PERMANENT EASEMENT
DITCH #2 � FOOD ♦
f� ' F C FO I 0 I X FENCE LINE
2 BOTTOM FpD �01 SILT FENCE RIP RAP DISSIPATER _ ❑ ❑ WOODEN FENCE
o L � 3:1 SLOPES v g� L=16' W=6/18'
NAG SC150 OUTLET (TYP)_ D10" DN
STPL PAT D/ -- - — roc— roc— LIMITS OF CONSTRUCTION /\ - CLASS B 24" THICK — — — sF — sF — SILT FENCE LINE
TREE LINE
20: — — — — — ♦ PP • UTILITY POLE
G / _ ^/ — ♦ GUY WIRE
\ CD CA 3 5, N / 00 \� 200WV
— — M WATER VALVE FIRE HYDRANT
SILT FENCE / � � � � `-
�S SANITARY SEWER MANHOLE
4* OUTLET (TYP)c GRAVEL
oG/ N / �- ��•� � � / / ♦ � WATER
/ /`I / / �WAER
_ _ \ ♦ 0 WETLANDS
oG /
/ CD ^ N ( 0INLET PROTECTION
G� /N / ' / � 0 +01 � ~ / COUNTY OF HOKE ` vCHECK DAM
26.00 LF ® 0.96% 15" RCP CI 1 ! , / / 30' UTILITY EASEMENT
/ , / I �F o SILT FENCE ) DB 885, PG 710 MATCH LINE— SEE SHEET C-3.2
OUTLET TYP PC 3, SLIDE 3-99, MAP 003 � _
24.93 LF ® 4.73% 15" RCP
\ / / DITCH #1 O
I / 213.06 2' BOTTOM
3:1 SLOPES I
O NAG S150
PAT D o0
RIP RAP DISSIPATER
L=12' W=6/14'
N D-8" D-12" 7� /
\ PO 5 / / ^�J\s CLASS B 18" THICK /
i
INV 219.00G�
RIP RAP DISSIPATE\\
\ / CI S�7 L= 2' W=1 /2,
CLASS B 9" THICK00
\ / TEMPORARY ;\ ♦ / Jp
/ CONSTRUCTION / SF O 14 ��
\ / ENTRANCE / TEMPORARY SKIMMER BASIN #9 _ /
L=60', W=28', D=3' SILT FENCE
-�� INLET PROTECTION, `gyp) SIDE SLOPES= 2:1 o OUTLET (TYP)
ON EXISTING BOXES / SJ 1 TOP OF BASIN: 213.00' /
(TYP \ BOTTOM OF BASIN: /
6' EMERGENCY SPILLWAY:Y. 212. 212.00' /
\ / I SIDE SLOPES OF BASIN ARE TO /
BE SEEDED WITHIN SEVEN DAYS.
"ATTACH A 1.5" FAIRCLOTH SKIMMER /
(OR
EQUAL)
M' ORIFICE FOR ING
DURI G CONSTRUCTION THE SEDIENT BAS N
/ \ PHASE 1
\ - /A,
COUNTY OF HOKE
30' UTILITY EASEMENT
DB 885, PG 710
PC 3, SLIDE 3-99, MAP 001
8.70 \ / GRAPHIC SCALE
J / / \ / / / / / / / / / / , ® 40 0 20 40 80
k / �/ ( IN FEET )
sti /� o' 1 inch - 40 ft.
Know what' s beIOW.
C11I before you dig.
--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
1
\ 04
I
1
1
1
�o
Z 0
w �
�Q
� N
p C / ♦��
21 ♦'�
/ 215 215
/ INLET
PROTECTION /
/ (TYP) /
/
LIMITS OF CONSTRUCTION 26.00 LF ® 0.96% 15" RCP CI 8
25.2 AC
CI 9
1 / R��P�Ei 209.97
N��DIV
sOv� 5� R�,N26.12 LF 11 DITCH #3 //♦
-� /_� 15" RCPP PO 10 2' BOTTOM 20' DRAINAG�T
PO 4 / ,CHECK DAMS 3:1 SLOPES
50' BRIDAL PATH EASEMENT / / / WITH WEIR NAG SC150 207.00
/
C 2, SLIDE 2-51, MAP 001 8.50 LF ®11.05% 30" RCP /. STPL PAT D
--
CI 5
(TYP)
26.00 LF ® 1.00% 30" RCP 3 rP 208.30 207.80
160
■
sl e
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
�CARO
SEA
02
•• G I WE .•: ja���
� �O I I111'a
oz/ U5=22
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: [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-3ol