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12'117'R=3'L=5'21317'WATER VALVEWATER PUMP <br /> L <br />IDSTREET S <br />IGNSEWER L <br />IDSEWER L <br />IDEX. <br /> POLE#91EX. <br /> ANCHORWATER VALVESTREET SIGNWATER VALVEEX. ANCHOREX. POLE#86DRIVEWAY0+00CL0+24 R/W FENCE0+12 EOP0+12 EOP0+16 R/W FENCE0+00CL0+24 R/W FENCE0+12 EOP0+00CL0+20 R/W FENCE0+10 EOP1422 REPORT AVEREPORTAVEFRANCIS <br /> ST1422 REPORT AVEP/L3224 FRANCIS STP/L1490 SUTRO AVE12' DIRT10' <br /> D <br />IRTWATER METER4' DIRTEMPTY PITN POLEFOCFACE OF CURBPROPOSED CONDUITR/WPROPERTY LINECLCENTERLINELEGENDBOSBACK OF SIDEWALKSSTOP SIGNCSWCONCRETE SIDEWALKSAFETY NOTE WORK AREA WILL INCLUDE LANECLOSURE ON ROAD WITH VERY HIGHTRAFFIC VOLUME. PLEASE PROVIDECOMPLETE WORK AREA PROTECTION.GENERAL NOTES:1. CONTRACTOR SHALL REQUEST LOCATION OFUNDERGROUND FACILITIES BY USA2. CONTRACTOR WILL COMPLY WITH ALLSAN JOAQUIN COUNTY REGULATIONS FOR SPLICEPIT & SURFACE COMPACTION3. CONTRACTOR WILL RETURN WORK AREA BACKTO ORIGINAL OR BETTER CONDITION PRIOR TOSTART OF WORK4. MAINTAIN 48" MINIMUM COVEREXCAVATION DATAEOPEDGE OF PAVEMENTFOLLOW PROCEDURES AS DETAILED INNORTHERN SECTOR PLAN FOR PROTECTIONOF UNDERGROUND AND BURIED CABLEM.O.P. DATEDM.O.P REQUIREDCATEGORY - 30'20'10'1/2"0'1"Call USA @ 81148hrs prior to start of workFENCE CHC Consulting09/20/2021CONSTRUCTION NOTES1DIG 4' X 4' BORE PITVIA BOREPM 1 DU 134'PL. 134' 1-4'' DUCTPTS 77 OR EQUIV.2DIG 4' X 4' RECEIVE PIT3NO SCALE48" Min. Cover12"Existing GradeBelow Existing GradeTYPICAL BORE DETAILTYPICAL CONDUIT DEPTH DETAIL (ASPHALT & DIRT)(AT&T)1-4'' DUCTPOLE #86TOP VIEWEOPFRANCIS STEOPPL. 1-4'' DUCT2" TELPOLE #91TOP VIEWTELEOPREPORT AVEEOPPL. 1-4'' DUCTTEL2" TELCATVEX. RISERSEE SHEET #5 FOR TYPICAL TRENCH BACKFILL DETAIL