SW4210704_Plansheet - Other_20211210 (7)

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NORTH CAROLINA DEPARTMENT OF TRANSPORTATION CL CURVE DATA
DIVISION -STANDARD DETAIL OF HIGHWAYS f
CURVE RADIUS LENGTH DELTA
RIGHT OF WAY C-2 1000, 680.43 38-59-09
A
SHOULDER PAVEMENT SHOULDER DITCH CLASS 2 RIPARAP AP�ON
L7;20' f
1/4-/FT
1-/FT. 1*/FT-
BEFORE YOU DIG!
30' &§.E. 'A
z
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CALL 811
CENTER N.C. ONE-CAL
b=5.0'
IT'S THE LAW (31
LOCAL RESIDENTIAL ROAD 6- V
1* SF 9.58
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1.5* S 9.5B
8* ABC STA 20+80± 0 U)
20, DRAI�AGE, ACCESS,
x 6� HYDRANT/tE
MAINTENANCE
G.y. & B�ox 04
SHOULDER WIDTH BETWEEN 4' AND 6' SHALL BE APPROVED THE 00 Lr)
DISTRICT 3-AA -ANT AND' PRIVATE D.El, z Lo
ENGINEER CONSIDERING ADJACENT LAND CHARACTERISTICS 33 Y`HYDR L1.1
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GI 4-4 ELLENGTH 100'
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STA 15+70± STA Lu n*
(2)8" x 6" TEE F-
1\ ;TOP WIDTH 18'
6" G.V. & BOX
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(38) 20
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8" x 6" REDUCER (2) GI 4-6
YD. ASSEMBLY 1 62.04
STA 18+77.2 LAT. SLOPE 2%
TEMP. 6" PLUG 00)/ 0
Q = 22,CFS
WATER & SEWER + 0
E-
SEI VEL = 4.1 FPS
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STA 20+98.03
1(25' RT.) STA 18+63.61,
�52' RT.) A
MH
40' 30' 20' 10 0 80, 01
STA '17+95,
(26 RT.)
- - - - - - SCALE: 1 40'
NOTES:
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1. ALL RCP SHALL BE CLASS 3 UNLESS
--r PP 04
OTHERWISE NOTED. TOP WIDTH VARIES
CL m
2.DRAINAGE EASEMENTS OUTSIDE OF R/W 18'-20' C14 3i Ui C�
SHALL BE MAINTAINED BY OTHERS 0
C14
THAN THE N.C.D.O.T. BOTTOM WIDTH VARIES
3. GI'S SHALL BE N.C.D.O.T. STANDARD 6'-8'
CL Of
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RESTRAIN ALL FITTINGS AND STRAIGHT GRATES SHALL BE STANDARD 840.24,
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PIPE BOTH SIDES PER DIPRA ry
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