SW6220904_Plansheet - Grading/Drainage Plan_20221102 (3)

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SEE PLAN FOR WIDTH
BERMUDA GRASS OR
EROSION CONTRL LINING
SEE GRADING PLAN
1 L�,.. 2' DEPTH A
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kII.�r�V,�vw1r �� 1
3 II ���II='' 3
COMPACTED
SUBGRADE
2.0' UNLESS
OTHERWISE SHOWN
GROUND
CROSS SECTION FOR DITCH 2, 69 & 10
N /F
SHAUNNA MARIE DUNLAP
DB 661, PG 763
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1 13
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1 �301
343�i
U 342
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_j IOC SF LOC �F LOC—
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1 36
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110%]
X / ^ - ` . �j l EIR,
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N /F
ELIZABETH MARIE DAYTON—FRUM
DB 1178, PG 995
Know what's below.
Call before you dig.
DITCH #10
TO BE REINFORCED
WITH NAG SC250 PERMANENT MATTING \
STAPLE PATTERN E
*ALL STORM PIPE TO BE CLASS III
RCP UNLESS OTHERWISE NOTED.
LEGEND:
PK PK—PK NAIL
ECM® ECM —EXISTING CONCRETE MONUMENT
EIP Oa EIP—EXISTING IRON PIPE
EIR Oa EIR—EXISTING IRON ROD
EIS O EIS —EXISTING IRON STAKE
EPKO EPK—EXISTING PK NAIL
ECSO ECS—EXISTING COTTON SPINDLE
SPKO SPK—SET PK NAIL
o COMPUTED POINT
N/F — NOW OR FORMERLY
R/W — RIGHT OF WAY
RCP — REINFORCED CONCRETE PIPE
PROPERTY LINE
ADJACENT PROPERTY LINE
TIE LINE
RIGHT—OF—WAY
uGT UNDERGROUND TELEPHONE LINE
// OVERHEAD UTILITY
X FENCE LINE
TREE LINE
325 MAJOR CONTOUR
322 MINOR CONTOUR
x 329.34' SPOT ELEVATION
-Q� BENCHMARK
® MAILBOX
PPS UTILITY POLE
❑T TELEPHONE PEDESTAL
FIRE HYDRANT
LuJ WATER METER
ASPHALT
SOIL
UNSUITABLE SOILS
— roc— roc— LIMITS OF CONSTRUCTION
— sF — sF — SILT FENCE LINE
— iN — iN —JUTE NETTING
— Dlv — Dlv — DIVERSION BERM
0INLET PROTECTION
OCHECK DAM
NC GRID NAD 83 (2011)
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TOP OF BASIN: 313.00'
BOTTOM OF BASIN: 309.00'
6' EMERGENCY SPILLWAY: 312.00'
SIDE SLOPES OF BASIN ARE TO
40
00
Cn
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Y
0
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N /F
CAROLYN JEAN LEWIS
DB 161, PG 403
f' A
N /F
PATRICK J. SIMPSON & WIFE,
KARA SIMPSON
DB 1018, PG 839
PC 3-82, MAP 2
lG
\
ARY SKIMMER BASIN #6
-95'' W=25'' D=3'
;IDE SLOPES= 2:1
OF BASIN: 318.50'
)M OF BASIN: 315.50'
\ ✓
/ /
,ENCY SPILLWAY: 317.50'
OF SKIMMER: 315,50'
ao (9
h
OPES OF BASIN ARE TO
IED WITHIN SEVEN DAYS.
FAIRCLOTH SKIMMER (OR EQUAL)
% 305
'
RIFICE FOR DEWATERING THE
4SIN DURING CONSTRUCTION.
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1/2"
ERB I
of
N /F
J
I DARNELL & JANET MORGAN
/
DB 274, PG 540
PC 2-74, MAP 4
GRAPHIC SCALE
\
50 0 25 50 100 200
( IN FEET )
1 inch = 50 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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• 0274
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REVISIONS
PROJECT NAME
HIDDEN
VALLEY
SUBDIVISION
DETAILED
GRADING AND
EROSION
CONTROL PLAN
CLIENT
TG VENTURES LLC
9820 US Hwy 301 North
Lumberton, North Carolina 28360
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
BRETT
DRAWN BY:
BRETT
CHECKED BY:
SCOTT
PROJECT NUMBER:
1860
DRAWING SCALE
HORIZONTAL: 1 "=50'
DATE RELEASED
AUGUST 9, 2022
SHEET NUMBER
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
C-302