SW6240105_Plansheet - Grading/Drainage Plan_20240424 (6)

♦� 4Dsite
♦♦ \ \♦ / LEGEND: Solutions
\ \ ♦ / EiP Oo EIP-EXISTING IRON PIPE civil engineering I land surveying
EPKO EPK-EXISTING PK NAIL 409 Chicago Drive,Suite 112,Fayetteville,NC 28306
♦ / ERB office 910-426-6777 fax [phone] license number I C-2354
\ ♦ / OERB-EXISTING REBAR
wwwAD site solutions.com
a COMPUTED POINT
♦♦ \ N/F - NOW OR FORMERLY
\ \ ♦♦ / R/W - RIGHT OF WAY
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CONTRACTOR INV
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FOUNDA N 96 \ a 211.99 _ TEMPORARY SKIMMER BASIN #10 Z
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TOP OF BASIN: 213.50' c� DETAILED
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C VERED TO BE / >� ` / _ F 10' EMERGENCY SPILLWAY: 21 TO
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yylTM / / PROJECTED 100-YR. BE SEEDED WITHIN SEVEN DAYS. GRADING AND
I I C NCRETE LIMITS OF CONSTRUCTION 99 `230 �/ / / `WATER ELEVATION: W ATTACH A 1.5" FAIRCLOTH SKIMMER
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�� p I I PAD 24.3 AC / / I /' 217.49' I (OR EQUAL) WITH 1.1" ORIFICE FOR
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l l DEWATERING THE SEDIMENT
I / p20, DITCH #50 NON SEDIMENT-LADEN RUNOFF /.��� BASIN DURING CONSTRUCTION.
TO BE REINFORCED AWAY FROM ROAD DITCH. TEMPORARY SEDIMENT TRAP #12 CONTROL PLAN
�5 AIPLENP PATTERN E / - _ 00 ��0� o
/ TO BE REINFORCED WITH 100 ( L=55', W=25', D=3.5'
,� NAG C125 MATTING S 1 SIDE SLOPES= 2:1 c� 1
MMEDIATELY UPON CONSTRUCTION / / TOP OF BASIN: 213.50'
J `'v 35 �,,,� DITCH 48 ti BOTTOM OF BASIN: 210.00' ��
/ # � � RIP RAP DISSIPATER-
TO BE REINFORCED / r f, 6' EMERGENCY SPILLWAY: 212.50'� n a` L=3' W=1'/3'
- WITH NAG P550 / SIDE SLOPES OF BASIN ARE TO O n CLIENT
DITCH #52 w - QQ� STAPLE PATTERN E // BE SEEDED WITHIN SEVEN DAYS. Dso=8" DM�,r-12"
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r / WITHIN 7 DAYS10'
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ASE _ NAG S200 = ry" TRIANGLE LAND
45 �' DITCH #5101:� ' / MENT
2 TO BE REINFORCED INV 228.30 229.67 MATTING y- j
�� WITH NAG S75 INV L28.00 N = �{ Ol Ol \*PLACE MATTING IN FLOW PATH �' _ 10
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STAPLE PATTERN D INLET; 231.54 w -� DIV >
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PROTECTION // 50 R/W SPIgN CQ L \ 7 AREA IS RECLAIMED I w BURIED 12" '
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50.00 LF 0.60% 18" CLASS VPRCP ~ w �� 1TY �4CCES3� 1 2,8 __ _ _ _ "F' NCDOT, STANDARD 838.39
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0 246 / SILT DITCH #67�. N' O Q N I Dso=8" DMA=12" TO BETREINCH FORCED , L4� I
73 (� CLASS B 18" THICK
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o � (TYP) 7 DAYYS j ' STAPLE PATTERN E CHECK
N DCENTER M 2�� ' INV 207.4' ; '? 3 PO Box 5548
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DITCH #53 // C�`� �I �4 TO BE SEEDED 64.00 LF C� 2.19% 78" RCP Phone: [phone]
TO BE SEEDED i F.�, WITHIN 7 DAYS �� 219.06
WITHIN 7 DAYS
(TYP) � INV 206.00 � .Zjo
r o Il TEMPORARY SKIMMER BASIN #11 ; / PROJECT INFORMATION
L=65'. W=35', D=3.
SIDE SLOPES= 2:1 ♦ a� /
N TOP OF BASIN: 213.00' y y!
BOTTOM OF BASIN: 210.00' �` J DESIGNED BY: CALEB
/ / LO
8' EMERGENCY SPILLWAY: 212,00'
N \ 59 ! i DRAWN BY: CALEB
75 / SIDE SLOPES OF BASIN ARE TO �� pw
• / / / BE SEEDED WITHIN SEVEN DAYS, CHECKED BY: SCOTT
c�� "`ATTACH A 1.5" FAIRCLOTH SKIMMER05
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N • / ti�i'/ (OR EQUAL) WITH 0.9" ORIFICE FOR PROJECT NUMBER: 2000
p DEWATERING THE SEDIMENT
BASIN DURING CONSTRUCTION.
z Zoo RIP RAP DISSIPATER RIP RAP DISSIPATER DRAWING SCALE
�/� ' �' �� L=3' W=1'/3' L=55' W=16.5'/60.5' SHEET KEY
TCy Dso=8" DY�12" Deo=14" DMO--21"
Know what s below. / l CLASS B 18" THICK �. CLASS 2 31.5" THICK l�1- 'C1
\ / / lI I I I _ .'PLACE MATTING IN FLOW PATH w,`o *TO BE EMBEDDED v3'v HORIZONTAL: 1 =60
Call before OU dig. THRU BASIN AFTER BASIN INTO STREAM BED
SF� ♦ �� AREA IS RECLAIMED
> / CA
-
SyF DATE RELEASED
10
GRAPHIC SCALE FT ♦ / r C3.4
s ♦ �, �, j , C3.3 C3•2 APRIL 22 2024
U) 60 0 30 60 120 240 , ■ ,
i I w
p
w ( IN FEET
4
SHEET NUMBER
1 inch = 60 ft.
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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