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MAIN ST/CA-88 <br />19000 CA-880+00CL0+16 EOP0+40 R/W0+40 R/W0+28 EOP0+00CL0+40 R/W0+28 EOP0+00CL0+40 CALTRANS R/W0+32 EOP <br />211'57'12' DIRT12' DIRT38' <br />2'50'72'8' DIRTDIRTVARIES <br />24' DIRT2'ROAD SIGNEXIST. CAD 12ROAD SIGNROAD SIGNUNKW. SB <br />DRIV <br />E <br />W <br />A <br />Y 1234ROA <br />D <br /> <br />S <br />I <br />G <br />N <br />38' JACK TONE BYPASS RD0+40 CALTRANS R/W <br />1/2"0'1"N 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 <br />A <br />SE <br />E <br /> <br />M <br />A <br />T <br />C <br />H <br /> <br />L <br />I <br />N <br />E <br /> <br />O <br />N <br /> <br />D <br />W <br />G <br /> <br /># <br />2 NO SCALE48" Min. Cover12"Existing GradeBelow Existing GradeTYPICAL BORE DETAILTYPICAL CONDUIT DEPTH DETAIL (ASPHALT)(AT&T)1-4'' DUCTDIG 4'X4' RECEIVE PITREMOVE EXIST. CAD 12 & PL. NEW CMPH23VIA BOREPM 1 DU 57'PL. 57' 1-4'' DUCTPTS 77 OR EQUIV.DIG 4'X4' BORE PITVIA BOREPM 1 DU 211'PL. 211' 1-4'' DUCTPTS 77 OR EQUIV.4NOTE: FOR BACKFILL TRENCH DETAILS SEE SHEET#3