HomeMy WebLinkAbout05-1240 A fR 1 Q" k A A V
T
9
NOTE: CONCRETE SHALL BE 564-C-3000
HEADWALL DETAIL
e0000,
10
FINISHED OR
EXIST. SURFACE
Q 0
FILTER FABRIC PER
ENGINEER
RIP—RAP DETAIL
LIZ] N. T. S. I
CHAMFER TYP.
HEADWALL
DIMENSIONS
A
B
C
D
D H
00
L
41-2y"
7"
8"
9
NOTE: CONCRETE SHALL BE 564-C-3000
HEADWALL DETAIL
e0000,
10
FINISHED OR
EXIST. SURFACE
Q 0
FILTER FABRIC PER
ENGINEER
RIP—RAP DETAIL
LIZ] N. T. S. I
CHAMFER TYP.
HEADWALL
DIMENSIONS
A
B
C
D
D H L
JOY' 41-2y"
7"
8" 21- 6" 8
4222
4"-6" 13.5"
24" 30 -2 8. 5
PROPOSED OR EXIST
DRAINAGE STRUCTURE
STONE GRADATION
SIZE % LARGER THAN
200# 0 5
loo# 50 100
50# 95 100
r)lr'jr- 'NVERT
PIPE SIZE PER PLAN
2" HIGH CONCRETE BERI
10
2-13 1
SECTION A —A
N.T.S.
JUNCTION STRUCTURE/
MANHOLE PER PLAN
PIPE SIZE AND
GRADE PER PLAN
0
li uifi ETER HOLE
LOW FLOW DIVERSION
CONNECTION DETAIL
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