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SEE SHEET 9
A PUBUC SERVICE BY
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32
31
REVISION DESCRIP nON
SCALE IN FEET
80 120 1
CONS TRUC T/ON NOTES
O1 INSTALL 8" EXTRA STRENGTH V.C.P SEWER
2O CONSTRUCT PRECAST CONCRETE MANHOLE PER
CITY OF FONTANA STD. DWG. NO. 112 ( 10=48" )
O3 INSTALL 4w V.C.P. SEWER LATERAL PER
CITY OF FONTANA STD. DWG. NO. 125
O INSTALL BACKWATER VALVE DEVICE
O5 REMOVE PLUG AND JOIN EXISTING' 8" D.I.P. SEWER
TRACT 16872-1
LOT N0.
DESIGN
AS—BUILT
BACKFLOW
58
10+74
0
YES
59
10+09
93.67'
YES
TRACT 16872
LOT NO.
DESIGN
AS—BUILT
BACKFLOW
33
12+54
0
NO
34
12+36
93.67'
NO
35
12+16
120.09'
NO
fi
11+27
IMPROVEMENT
NO
-0'
10+60
NO
56
11+46
g
YES
57
11+65
16872
YES
DATE I ENCR.I CITY I DATE
.ANE
CUSE T 6
SYRASE E SNEE
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SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
APPROVAL SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE
REVISIONS TO THE PLANS TO BRING THEM INTO
CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT.
TRENTO WAY
TENCH MARK: 18-17
BRASS CAP IN 1HECONCRETE BASE OF
THE SOM LEC OF AN ,SCE TOWER
343' N0R7H OF HIatAND, 0.2 Ml HEST
AF SAN SEYA/NE RD., 2.65 M/ WEST
OF SIERRA AVE
1EVA770N: 1 1428.609
OF BEARINGS.•
71-1E BRA N08"9'31'E
ALONG 7HE a SUMMIT AVE
AS SHOWN ON 77?. NO.
16427-1, M.B. 296/7-11.
Prepared Under The Supervision Of
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
DRAWN 8Y:
760-A S ROCHESTER AVENUE DJ
ONTARIO, CA 91761 DESIGNED BY -
PHONE (909) 937-9151 CFB
Date : `x'"""01' CHECKED B�:
Cm 621 EXP. 9-30-06 SCL
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00
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CURVE
L/NE TABLE
O
DELTA
RADIUS
LEN/DIST
TANGENT
0
26'02'45"
405.00'
184.11 '
93.67'
0
N 25'37'41 " E
120.09'
FONTANA, CALIFORNIA
0
N 0'25'04" W
IMPROVEMENT
17.10'
J:\126-2004\sewer\sew07.dwa. 4/21/2005 12:07:24 PM. MVA
oc
CITY OF
FONTANA, CALIFORNIA
3
SEWER
IMPROVEMENT
PLANS
PESOARA WA Y
CALE
SCALE-
g
TRACT
18872-1. & TRACT
16872
AS
AS SHOWN
DA
-TRENTO WA Y - TRA C T
16872
SEPT.2004
•APP 012D
DRAWING NO.
�
3755
10
TY ENGINEER.C. E. 51152
DATE
J:\126-2004\sewer\sew07.dwa. 4/21/2005 12:07:24 PM. MVA