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�J 10+31.95 SIERRA SEWER (LINE" I ") 4 EXIST
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CL MH NO. 5 315+93.26 JURUPA R/W
� s u o I 11 STREET CL STATIONING
EXISTING 14'X9' RCB PER `r ! ; j1-- 0
CITY Dwc. No. 1774 ;' W CONSTRUCTION NOTES
EXIST
R/W 23+30.00 JURUPA SEWER (LINE"D")j
4 I SAWCUT, REMOVE, AND REPLACE EXISTING ASPHALT CONCRETE PAVEMENT
Z ,
= 10+00.00 SIERRA SEWER (LINE I , 1
) III I W 1 PER SPPWC STD. PLAN No. 1 33- 1 .
GENERAL NOTES CL MH N0.4 i > 3�CONSTRUCT 8" VITRIFIED CLAY PIPE (VCP) EXTRA STRENGTH SEWER MAIN.
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1. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL EXISTING UTILITIES O4 CONSTRUCT 4' DIAMETER PRECAST CONCRETE SEWER MANHOLE
PRIOR TO CONSTRUCTION. i ;� I PER SPPWC STD. PLAN No. 200-2.
I
2. CONTRACTOR SHALL VERIFY ALL EXISTING MANHOLE INVERT ELEVATIONS PRIOR Q j (6 CONSTRUCT SEWER TERMINAL CLEAN OUT STRUCTURE PER SPPWC STD PLAN No. 204-0.
TO BREAKING INTO THE MANHOLES. m'
(�)_INSTALL SEWER CAP. SIZE PER ADJACENT PIPE.
3. WHERE ADDITIONAL R/W IS NEEDED, NEW SEWER HOUSE CONNECTIONS SHALL m
BE EXTENDED TO PROPOSED R/W. W 9�CONSTRUCT BLANKET PROTECTION FOR PIPE PER SPPWC STD PLAN NO. 225-1
(FOR EXISTING PIPES CROSSED OVER BY A NEW PIPE).
A. ALL SUPPORTS FOR CONDUITS ACROSS TRENCHES ARE PER SPPWC STD PLAN No. 224-I. co II CONSTRUCT SEWER HOUSE CONNECTION LATERAL PER SPPWC STD. PLAN
NO. 223-I, CASE A. SIZE AND INVERT ELEVATION PER PLAN.
5. ALL SEWER PIPES LAYING IN TRENCH PER CITY OF FONTANA STD PLAN No. 1008. SEE DETAIL SHEET 90.
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PREPARED BY:
HDR ENGINEERING, INC.
2280 MARKET STREET, SUITE 100
RIVERSIDE, CA. 92501
ora-fiIsrv01 \ustnproj\200093\003\project-drawings\sewers\200093s10.dgn
TOLL FREE 'q"mmw' 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
12
REV. I REVISION DESCRIPTION I DATE I ENGR. I CITY I DATE
007 2:55:00 AM DFLTUSER
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.
-6. 5' ± SCALE
8. 5'-+ VAR -I ES - ! HOR I Z: I " = 40'
. 3 VERT: I " = 4'
TYPICAL CROSS SECTION DETAIL
FOR PROPOSED LATERAL
INSTALLATION ALONG LINE "D"
Prepared Under The Supervision Of
_.OFFS$`,
� WILLIAM DUNG Z
C 5715 m
w No. r*,
E 9-30-09
STgIF CIVIL\Fo��,P
OF CAS
Date : 12/05/07
SCALE IN FEET
0 40 80 120
CITY OF FONTANA, CALIFORNIA
JURUPA AVENUE STREET IMPROVEMENTS
DRAWN BY: SCALE:
WA SEWER PLAN 111=40'
DESIGNED BY- DATE*
LINE "D" STA 19+00 TO 23+30 12/05/2007
CHECKED BY: APPROVED 2,� /�1�
WFY (/ / / DRAWING NO.: g 0
T--^ m3 °� 43 13
CITY ENGINEER R.C.E. 51152 DATE: 47