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0+00CL0+16 EOP0+40 R/W0+40 R/W0+28 EOP0+00CL0+16 EOP0+40 R/W0+40 R/W0+28 EOP0+00CL0+40 R/W0+28 EOP35' <br />29'89'12' DIRT12' DIRT2'24' DIRT24' DIRT19053 LAMBERT WAYP/L <br />P/L <br />APN:0513002718980 CA-88JACK TONEBYPASS RDDRI <br />V <br />E <br />W <br />A <br />Y <br />DRI <br />V <br />E <br />W <br />A <br />Y <br />WA <br />T <br />E <br />R <br /> <br />V <br />A <br />L <br />V <br />E <br />WA <br />T <br />E <br />R <br /> <br />V <br />A <br />L <br />V <br />E <br />WA <br />T <br />E <br />R <br /> <br />V <br />A <br />L <br />V <br />E <br />FIR <br />E <br /> <br />H <br />Y <br />D <br />R <br />A <br />N <br />T <br />EXI <br />S <br />T <br />. <br /> <br />S <br />B <br /># <br />1 <br />8 <br />9 <br />8 <br />0 <br />19000 CA-881234PO <br />L <br />E <br />ANCHOR ROAD SIGN <br />R=3'L=5'38'1/2"0'1"DIG 4'X4' RECEIVE PITN POLEFOCFACE OF CURBPROPOSED CONDUITR/WRIGHT OF WAYCLCENTERLINELEGENDBOSBACK OF SIDEWALKSSTOP SIGNCSWCONCRETE SIDEWALKCONSTRUCTION NOTESAFETY 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 COVEREOPEDGE OF PAVEMENTFOLLOW PROCEDURES AS DETAILED INNORTHERN SECTOR PLAN FOR PROTECTIONOF UNDERGROUND AND BURIED CABLEM.O.P. DATEDM.O.P REQUIREDCATEGORY - 3Call USA @ 81148hrs prior to start of workFENCE04/05/20230'30'15'1E.P.U.EEXISTING PUBLIC UTILITY EASEMENTCONGRUEXR A SI A P A CIFIC-EXCAVATION DATAEXCAVATION DATAEOCEDGE OF CANALA ASEE MATCH LINE ON DWG #1 <br />NO SCALE48" Min. Cover12"Existing GradeBelow Existing GradeTYPICAL BORE DETAILTYPICAL CONDUIT DEPTH DETAIL (DIRT)(AT&T)1-4'' DUCTVIA BOREPM 1 DU 89'PL. 89' 1-4'' DUCTPTS 77 OR EQUIV.234VIA BOREPM 1 DU 69'PL. 69' 1-4'' DUCTPTS 77 OR EQUIV.DIG 4'X4' BORE PITNOTE: FOR BACKFILL TRENCH DETAILS SEE SHEET#3