HomeMy WebLinkAboutSW4210704_Plansheet - Other_20211210 (3)CURB OUTLET SYSTEM 6-1
CHANNEL LENGTH 1007 rl J,
BOTTON WIDTH
TOP WIDTH
2'
MAINTENANCE DEPTH ACCESS EASEMENT SIDE S�OPE'S 3:1
CL CURVE
DATA
L AT. ESL = 2%
Q = 10
Li
CURVE RADIUS LENGTH DELTA
CURB OUTLET SYSTEM 5-1
CHANNEL LENGTH = 100'
4 VEL = 3.2
XTPS
EL S-2 MATTING
C-4 600' 580.36' 55-25-13
BOTTON WIDTH 8'
TOP WIDTH = 20'
DEPTH = 2'
SIDE SLOPES 3:1
LAT. SLOPE = 2%
TOP WIDTH VARIES
Q = 43 CFS
VEL = 4.7 FPS
'6
=775,5±
BEFORE YOU DIG!
CALL 811
18'-20'
EXCEL S-2 MATTING
,GLASS 1 RIP -RA
12
INV IN=:;463.67
INV OUT=763.47
z
N.C. ONE -CALL CENTER
BOTTOM WIDTH VARIES
W=5p
IT'S THE LAW.
6P-8
D=2.0
2
2'
CLASS 1 R,IP-RAP APR'
L=20'
STA 23+50:#
(d
�D
v
W=8
6 x 6 RANT j
v
0
D=2.0�
................... . ..........
6" G.V./& BOX
6" 3-9WAY HYDRANT,'
6" X 2" MJ PLUG
V/11
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EXCEL S-2 MATTING
(OR APPROVED EQUAL)
rl
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DRAINAGE
2" VALVE
CL/ RADIUS
t
LLI r"
z I (.y Lo N (o
00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
EASEMENT
STA 23+73,8co
l`
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DIVISION OF HIGHWAYS STANDARD DETAIL
CURB OUTLET SYSTEM DETAIL
0 0' EACH SIDE)
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W W Z--co (o
50'
RIGHT OF WAY
NTS
00%
Lj--W. dD-4
(75)
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IN=753. 0'
20' DR�INAGE, MAINTENANCE
A- 24 19.63
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6. 20' 6-
SHOULDER PAVEMENT SHOULDER DITCH
INV OUT=753.,l
ACCESS EASEMENT V
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LOCAL RESIDENTIAL ROAD 6"r_
AGE
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10' "EACH SIDE
STA 8.76
4
1* SF 9.513
1.5* S 9.58
8"
'DI 5-3""'
TOP=777.G--
N, xl�
INV IN=766.85-
INV OVT=764.9
A'
SHOULDER WIDTH BETWEEN 4' AND 6' SHALL BE APPROVED BY THE
DISTRICT ENGINEER CONSIDERING ADJACENT LAND CHARACTERISTICS
00
BLOW -OFF
*1' BOTTOM WIDTH UNLESS OTHERWISE NOTED
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.... ......
MH A-13
J,
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TENANtE
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AT
WATER'i SEWER
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AY
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NOTES:
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1 . ALL RCP SHALL BE CLASS 3 UNLESS
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MH A-9
2. DRAINAGE EASEMENTS OUTSIDE OF R/W
Ld
STA, 17+58.78
(25""RT.-) ......
SHALL BE MAINTAINED BY OTHERS
THAN THE N.C.D.O.T.
40' 30' 20' 10' 0 W.
80'
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64
STA 20+70.8 3
3. GI'S SHALL BE N.C.D.O.T. STANDARD
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