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110 DETAIL ON
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MCL
WALL REINF . H. O
PER NOTE (TYR,
ELEV D.
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NOTES:
A. WALL REINF J4 @ 12- BOTH HORZ. & VERT
B. M.H. COVER SHALL BE PRESSURE TYPE PER
R.C.FC. & W.C.D. STD. DWG, NO. 11H256.
SCALE IN FEET
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BENCH MARK. # 8-17
BASIS OF BEARINGS.
CITY OF FONTA NA
CALIFORNIA
CALTRANS BENCHMARK W-1 Z A
IE
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
STORM DRAIN IMPROVEMENT
P IN THE ETE BASE OF
l
BRASS CACoAC
THE BRG, N089"59J 1
No. 35637
760-A SOUTH ROCHESTER A VENUE
THE SOUTH LEG OF AN SCE TOIfER
ALONG THE CL SUMMIT AVE
(10
J4„3' NORTH OF HIGHLAND, 0. 2 Ml WEST
AS SHOW ON 77? NO
PROFILE
SCALE.
'i AS SHOWN
OF SAN SE' VAINE RD., 2.65 MI WEST
16427-1, M.B. 29617-11.
DESIGNED BY-
LA TERALS ""E-7"
& -11 Xy
OF SIERRA A VE.
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Prepared Under The Supervision Of
CITY OF FONTA NA
CALIFORNIA
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
STORM DRAIN IMPROVEMENT
PLAN
No. 35637
760-A SOUTH ROCHESTER A VENUE
..... ........... .
STORM DRAIN
PROFILE
SCALE.
'i AS SHOWN
Exp: 06-30-06
ONTARIO, CA 91761
PHONE (909) 937-9151
DESIGNED BY-
LA TERALS ""E-7"
& -11 Xy
DA M-
c1
NOV. 2004
Dcte /
CHECKED BY.
APPROVED BY.
DRA KING NO.
P. 6-30-6
RCE 36637 EX0
I(A,4
4OC.-E'�51152
WENDEL L L. I WA TSURU
Cl T)k ENGINEER R.
UAIL
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