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0+11 EOPW LEHMAN RD0+20 R/W0+11 EOP0+11 EOP0+20 R/W0+11 EOPDRIVEWAYS <br />ROADSIGN1 <br />239' DIRT9' DIRT249'APN-2550202016'181'0+000+00CL0+00CLN POLEFOCFACE OF CURBPROPOSED CONDUITR/WRIGHT OF WAYCLCENTERLINELEGENDBOSBACK OF SIDEWALKSSTOP SIGNCSWCONCRETE SIDEWALKCONSTRUCTION NOTESSAFETY 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 36" MINIMUM COVEREXCAVATION DATAEOPEDGE 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 workBARREL VAULT(48" I.D.)52.38" O.D.14"36"22"39.5"FENCE CHC ConsultingA ASEE MATCH LINE ON DWG #1 <br />08/14/20201/2"0'1"0'40'20'B BSEE MATCH LINE ON DWG #3 1VIA BOREPM 2 DU 249'PL. 249' 2-4'' DUCTPTS 77 OR EQUIV.NO SCALE36" Min. Cover12"Existing GradeBelow Existing GradeTYPICAL BORE DETAILTYPICAL CONDUIT DEPTH DETAIL (DIRT)(AT&T)2-4'' DUCTS.& PL. NEW 4'X4'X4' BV2DIG 4'X4' BORE PIT3VIA BOREPM 2 DU 181'PL. 181' 2-4'' DUCTPTS 77 OR EQUIV.