HomeMy WebLinkAbout4313-861
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CONSTRUCT 811 VITRIFIED CLAY PIPE (VCP) EXTRA STRENGTH SEWER MAIN. I. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL EXISTING UTILITIES
PRIOR TO CONSTRUCTIONE)
.
CONSTRUCT 4' DIAMETER PRECAST CONCRETE SEWER MANHOLE
PER SPPWC STD. PLAN No. 200-2. 2. CONTRACTOR SHALL VERIFY ALL EXISTING MANHOLE INVERT ELEVATIONS PRIOR
�-CONSTRUCT HOUSE CONNECTION SEWER PER SPPWC STD PLAN No. 222-I, TYPE A. TO BREAKING INTO THE MANHOLES.
INSTALL SEWER CAP. SIZE PER ADJACENT PIPE. 3. WHERE ADDITIONAL R/W IS NEEDED, NEW SEWER HOUSE CONNECTIONS SHALL
BE EXTENDED TO PROPOSED R/W.
4. ALL SUPPORTS FOR CONDUITS ACROSS TRENCHES ARE PER SPPWC STD PLAN No. 224-I. SCALE IN FEET
5. ALL SEWER PIPES LAYING IN TRENCH PER CITY OF FONTANA STD PLAN No. 1008.
0 40 80 120
1(j REV. REVISION DESCRIPTION DATE ENGR. CITY DATE Prepared Under The Supery 1 s 1 on Of CITY OF F O N TA N A, CALIFORNIA
A Q °
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT R°FESS JURUPA AVENUE STREET IMPROVEMENTS
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL WILLIAM ouNc DRAWN BY: WA SCALE:
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,' w �. C 5715 m S EWER P LAN I"= 40'
PREPARED BY' DIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Exp. -9 DESIGNED BY: „ DATE:-
BEFORE
ATE:
BEFORE DAYS BEFORE AGD LINE B STA 25+70 TO STA 35+34.75 12/05/2007
HDR ENGINEERING, INC. YOU DIG YOU DIG BRING THEM INTO CONFORMANCE WITH COND I T I ONSj- sq civIL o��w
AND STANDARDS IN EFFECT. ? e °F CAVE CHECKED BY: APPROVED BY: DRAWING NO.:86
2280 MARKET STREET, SUITE 100 TOLL FREE 1-800-227-2600 ' . Date; 12/05/07 WFY r ,e ! At'r A-,cc� 9312610 `
RIVERSIDE, CA. 92501 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CITY ENGINEER R.C.E. 51152 DATE: 4 3 1347
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