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CONSTRUCT 346.00 L. F. 8"
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Q GENERAL NOTES
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3:: Ln zz I. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL EXISTING UTILITIES
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®�' a 2. CONTRACTOR SHALL VERIFY ALL EXISTING MANHOLE INVERT ELEVATIONS PRIOR
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5. ALL SEWER P I PES LAY I NG I N TRENCH PER C I TY OF FONTANA STD PLAN No. 1008.
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°'No. 2003. CASE NUMBER PER PLAN.
Ln 00 (�)_CONSTRUCT 8" VITRIFIED CLAY PIPE (VCP) EXTRA STRENGTH SEWER MAIN. g CONSTRUCT BLANKET PROTECTION FOR PIPE PER SPPWC STD PLAN NO. 225-1
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PER SPPWC STD. PLAN No. 200-2.
0 o 0j)—CONSTRUCT SEWER HOUSE CONNECTION LATERAL PER SPPWC STANDARD
"' INSTALL SEWER CAP. SIZE PER ADJACENT PIPE. PLAN NO. 223-I, CASE A. SIZE AND INVERT ELEVATION PER PLAN.
2 8 CASE II SEE DETAIL SHEET 90.
PREPARED BY:
HDR ENGINEERING, INC.
2280 MARKET STREET, SUITE 100
RIVERSIDE, CA. 92501
ora-filsrv0l \ustnproj\200093\003\project-drawings\sewers\200093sO9.dgn
TOLL FREE -qqmmmw- 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE Prepared Under The Supery 1 s I on Of
Cl lr /"/'FESSi,,.
1 1
12/6/2007 2: 54: 59 AM DFLTUSER
SHOULD CONSTRUCT ION OF THE REQU I RED IMPROVEMENTS NOT � '" °�'°""`64%. e <e
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, n WILLIAM DUNG m
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO � No. 5715
-09
BRING THEM INTO CONFORMANCE WITH CONDITIONS Exp.9-3o
' sT CIVIL
AND STANDARDS IN EFFECT. +'.•t: _Q4 'rF of cn�-F°/
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-
AGD 1
LINE "D" STA 10+00 STA 19+00 ATE
12/05/2007
CHECKED BY: APPROVEDO. DRAWING NO.: 8 g
WF Y = :� t__y!ti f��.t /Lt ty �i,c�"► 31246106v4313
CITY ENGINEER R.C.E. 51152 DATE: 47