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PRIVATE ENGINEER'S NOTICE TO CONTRACTOR
BENCH MARKI
PRIOR TO ANY CONSTRUCTION AS SHOWN ON THESE PLANS THE
CONTRACTOR SHALL POT HOLE AND VERIFY LOCATIONS, BOTH
120-A ELEV. 1128.039
HORIZONTALLY AND VERTICALLY, OF ALL STORM DRAINSv SEWERS,
BRASS DISC. IN S. END OF THE
FUEL LINES, IRRIGATION LINES AND WATER LINES THAT ARE TO BE
WEST CONIC. BRIDGE ABUTMENT
JOINED OR CROSSED. ANY DISCREPANCIES FROM DATA AS SHOWN
OF A STEEL GIRDER BRIDGE ACROSS
f ON THESE PLANS SHALL BE REPORTED TO THE DESIGN ENGINEER
THE ETIWANDA FLOOD CONTROL
"In IMMEDIATELY.
S. OF S. HANDRAIL,
CHANNEL, 1.4
ROCHESTER AVE., I
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c%j �j CONSTRUCT CATCH BASIN #1 PER C.R.C. STD. NO. 502
(W-4 , V= PER PLAN) & LOCAL DEPRESSION PER C.R.C. STD. NO. 518 DE rA IL C
> C - &—CONSTRUCT MANHOLE *A6 PER C.R.C. STD. NO. 510 (PAGE
0 3 OF 3) (OUTLET DIAMETER- 39m OR LESS)
MOO 10' 5?-"E @— CONSTRUCT 18" R.C.P. STORM DRAIN (1750-D)
3� DESCRIPTION OF REVISION DATE ITY
;S A VE. @_REMOVE EXIST. 24" C.M.P. INLET. I IIAPPROVED
32!+11.M ROCHE5TER AVE.
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@_— CONSTRUCT 24" R.C.P. STORM DRAIN (I 500-D) CITY OF RANCHO CUCAMONGA
wz4'- vi: 3_98' tI cu in 8. LOCAL DEPRESSION PER C.R.C. STD. NO. 518 DETAIL SHEET
REMOVE & PLUG EXISTING 6" SEWER LINE STORM DRAIN
@-- REMOVE & PLUG EXISTING So IRRIGATION LINE
APPROVEDBY'. DATE:
4�D_ PROTECT IN PLACE EXIST. 12" WATER MAIN PARCEL MAP NO. 112"
5 — CONST. CONIC COLLAR PER DETAIL HEREON D "0<11 E N6. Zi-53-7
in U-1 DESIGN B. H Y D E P.E. RECOMMENDED
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602 HILDA STREET
DE TA IL DRAWN SHEET
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