HomeMy WebLinkAbout1997-16I I i
1 I
EXISTING 1+08" R.C.P.
I I 1
1
T 3— 24" C.M.P. RISER
W 1" HOLES • 6" O.C. co
VERT. AND HOR.
CONCRETE SLA®
W/6X610X10WWM
OR #4 018 0. C.
2.00'
10'— d" —
SECTION A—A
1 =4
•
A
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OPENING REINFORCING DETAIL
4 O -r
a
U
�.71
0
A w"
7' 4" THICK SLAB
120-716
16' 2"
PROFILE
1 "= 4'
#60'12"
#40"12"
#4018 a
4018a
_
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s" 4 DOWELS 0 12"
'm" e'i RACK PER DETAIL !!FLOW
RISER AND PERFORATION DETAIL
..T.S.
4" DIA. CMP 12 GA.
" DIA HOLES
TRASH RACK DETAi4
N.T.S.
4�7- A -e- 9 3
1/4w T X 3" X 24"D1A SIL BAND'S
M
'2" STEEL ROD
Q�OF ESS/pN
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W No.26229 M
Up. 3/31/'94 --0
CV1�
F OF C�►��FO�
`f D RECORD DRAWING
It* on this drams is M*sed morn shiers and
must be verified in the field by 3NOw. Oft to use or
Construction. HALL & FOREMAN. INC. is not responsible for
underground facility locations or fictions. AM above ground
facilities can be readily seen and verified by the parries that
intend to use same. _
EXIST. 10 R.C.P.
THE VERTICALL DIMENSIONS MAY VARY
CONTRACTOR TO VERIFY.
#� PAINTED STEEL ROD AND STL @AND