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CONSTRUCTION NOTES
0 24" VCp SIPWER EXM STRENGTIJ:
O3 STANDARD PRECAST M. -K. (SU SHT.. 2 )
0 DIVERSION MANHOLE B-1 (SEE SHT. 2)
O5 SAWCUT REMOVE AND REPbACE EXISTING A.C.
(SEE SHT. 1 4 2)
BENCHMARK
4.5 FT PEEP I — '
is -r
A
W .0.
Irl +4f�- 1
4" i
EX +53
EXISTING
WATER t�INe
)ML641V' CYRR555 A VEAILAff41'OQ�OFKSS/�NOTES:
Q� 41C j
SC4L e % 111=40' � m 1. FOR EXCAVATION SECTIONS SFE SHEET 2 FOR TRENCH DETAILS.
W � �
oz NO. X416544 , 2. ALL SEWER LATERALS AND UTILITIES SHOWN OR NOT SHOWN .SHALL
Exp Z BE PROTECTED IN PLACE UNLESS OTHERWISE MENTIONED.
Ai „RECORD__ ORAD I_RCr_)/ SOF CAL��Q� � 3. CONTRACTOR SHALL PROVIDE A SEWER LATERAL TO PROPERTIES
WITHOUT EXISTING SEWER CONNECTION.
HOLE ON TOP OF SOUTHEAST. HEADWALL
AT CYPRESS AVENUE AND VALLEY
BOULEVARD. ELEVATION: 1115..80
PK NAIL IN POWER POLE NUMBER
202401 AT NORTHWEST CORNER OF
CYPRESS AVENUE AND SAN BERNARDINO
AVENUE. ELEVATION: 1148.46
1 ------DATA! -- - - � v �=3� •�a
REVISIONS
;DATE I CITY
nPPRnvei DATE
12
s//AC n)Imti __ '
CITY OF
FONTANA,
CALIFORNIA
ENGINEERS s PLANNERS
PUBLIC
WORKS DEPARTMENT
10920 Via Frontera • P.O. Box 28100 • San Diego, CA 92128.0100 • (619) 485-1500
Drown By
.
E.J.G.
CYPRESS AVENUE
SEWER
scaI.
Approved:
AS SHAWN
.
' 41654 Z?
Designed By =
01-RIT.S.
STA .
10 + 00.00 — STA . 19 + 00.00
°a'e =
A -U4, /"0
d
Frederick J. Spoor R. C. E. Date
Checked By
Approved
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SE.E
1J1,4G. No. 2042
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