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SEWER LATERALS -WEST
APN
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AS—BUILT STA.
0237-191-19
STA. 20+22f
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0237-191-18
STA. 21+09±
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0237-191-13
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o Construction Notes
Q CONSTRUCT 12" EXTRA STRENGTH V.C.P. SEWER
2� CONSTRUCT MANHOLE PER CITY OF FONTANA STANDARD
DETAIL NO. 112
W �4 CONSTRUCT 6" EXTRA STRENGTH V.C.P. SEWER LATERAL PER
Z CITY OF FONTANA STANDARD DETAIL NO. 125 WITH PLUG
J 2� , RISER AND BOX, SEE
- 1 1 t6AL- SEGTT
F- 8 CONSTRUCT CONCRETE ENCASEMENT PER LOS ANGELES COUNTY
Q `J DEPARTMENT OF PUBLIC WORKS STANDARD PLAN 2023-2,
m CASE IV.
PROP. EX. EX. PROP.
R/W R/W R/W R/W
I
VEfzT i c,a.L
6:_LaA00Ur 009
gyp, [28
_E--IoTE
LAN-ITE,� rcv^--L CID 2S+'73
l�U l LT ftak2
bETAtL 125
46'
zn'
Del;i-I _ 129A l02 t25t3
L� I -1 5' 1 5'
PROP. STORM DRAIN
I 4 8„ W '�-
8 � 1
0.5'
a
46'
30'
�f>7 DETAIL.
PROPOSED
SEWER
A:?
TYPICAL CROSS SECTION AT STA 25+00
SCALE: 1 "=10'
SCALE: 1 " = 40'
Underground Service Alert L.D. KING INC. SHOULD CONSTRUCTION OF THE CITY OF FONTANA, CALIFORNIA
SECTION 4216/4217 OF THE GOVERNMENT �#, RI 2151 CONVENTION CENTER WAY PLAN / PROFILE FOR REQUIRED IMPROVEMENTS NOT
F CODE REQUIRES A DIG ALERT IDENTIFICATION Qar SUITE 100B COMMENCE WITHIN TWO YEARS OF THE CITRUS AVENUE
ONTARIO, CA 91764 SEWER IMPROVEMENTS DRAWN BY. SCALE:NUMBER BE ISSUED BEFORE A PERMIT TO DATE OF APPROVAL SHOWN HEREON
� � 909 937-020o CITRUS AVENUE SEWER
EXCAVATE WILL BE VALID 9 t AND CARRIED FORTH IN A DILIGENT MIS AS SHOWN
N°.44226 CITRUS AVENUE STA 20+00 00 TO 30+00 00
FOR YOUR DIG ALERT I.D. NUMBER CALL Exp.6-30-01 Q MANNER, THE CITY ENGINEER MAY DESIGNED BY: DATE:
s3► c �, �G ate REQUIRE REVISIONS TO THE PLANS TO MPT JUNE 2000
UNDERGROUND SERVICE ALERT q� � V � �`�� FROM JURUPA AVE. TO SLOVER AVE. .
TOLL FREE 1-800-227-2600 2 l2c2.p t�,W��i� 3 02 ��,.! CA MICHAEL PATRICK THORNTON R.C.E. No. 44226 BRING THEM INTO CONFORMANCE WITH CHECKED BY. APPROVED DA DRAWING NO.. 4
TWO WORKING DAYS BEFORE YOU DIG REV. REVISION DESCRIPTION DATE ENGRITY OF FONTANA �m. CITY DATE EXPIRES: 6-30-01 CONDITIONS AND STANDARDS IN EFFECT. D� CITY ENGINEER R.C.E. No. 25126 2831 g
I 0.5'
As
RECORD DRAWINGS
THESE RECORD DRAWINGS HAVE BEEN PREPARED,
IN PART ON THE BASIS OF INFORMATION COMPILED
AND FURNISHED BY OTHERS. THE ENGINEER WILL
NOT BE RESPONSIBLE FOR ANY ERRORS'OR
OMISSIONS WHICH HAVE BEEN INCORPORATED INTO
THESE DOCUMENTS AS A RESULT THEREOF.
124-07 1116—S