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0+00CL0+11 EOP0+20 R/W0+00CL <br />0+15 EO <br />P <br />0+30 R/ <br />W 12333 S MANTHEY RDEXIST. SB #2688EXIST. POLE #1ROAD SIGN <br />EXIST. POLE #2 <br />ANCHOR FREWERT RDMANTH <br />E <br />Y <br /> <br />R <br />D18'18'32167'R=3'L=5'R=3'L=5'FENCE <br />15' DIRT 9' DIRTN 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 PAVEMENT1FOLLOW PROCEDURES AS DETAILED INNORTHERN SECTOR PLAN FOR PROTECTIONOF UNDERGROUND AND BURIED CABLEM.O.P. DATEDM.O.P REQUIREDCATEGORY - 3DIG 4' X 4' BORE PITCall USA @ 81148hrs prior to start of workNO SCALE36" Min. Cover12"Existing GradeBelow Existing GradeTYPICAL BORE DETAILTYPICAL CONDUIT DEPTH DETAIL (DIRT)(AT&T)1-4'' DUCT3DIG 4' X 4' RECEIVE PITFENCE CHC Consulting05/15/20201/2"0'1"0'20'10'VIA BOREPM 1 DU 77'PL. 77' 1-4'' DUCTPTS 77 OR EQUIV.2POLE #2 RISERTOP VIEWEOPEOPFREWERT RDTEL. RISERSEE SHEET 2 FOR TYPICAL TRENCH BACKFILL DETAILTEL. RISER 4''PL. 1-4'' DUCT