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m <br />0 <br />Ln <br />i <br />N <br />O <br />o n <br />C_ D <br />F_ 0 <br />CD -9 <br />C <br />N M <br />`"z <br />o D <br />M <br />s <br />Ln <br />Ln <br />i <br />D <br />0 <br />U) <br />See Detail A on this sheet. <br />Place 8'x5' AC <br />pad 0.30' Thick. <br />-X_— —�,— x x; <br />12.9' = k <br />4.3' <br />— Existing 12" CSP <br />to remain in place <br />Install 90OR Grate per <br />Caltrans Std. Plan D7713. <br />X <br />—X X1 <br />9' <br />Mourfield Ave <br />10 <br />--9�-------------� --- ' <br />EPJ 5 4 5 <br />Place 8'x5' AC Existing Speed Limit sign <br />pad 0.30' Thick. 1'J <br />Adjust existing water <br />meter box to grade. <br />16 Mourf field Ave @ Clayton Ave <br />Exist. 12" Conc. Pipe to Remain in Place. <br />Connect existing 12" RCP at some invert elevation <br />to proposed 18" Storm Drain Inlet per County Std. <br />fawn (W-1)14 & CW—M7. <br />Connect and extend 4" existing <br />PVC pipe (SDR 35) to proposed 18" <br />Pipe Inlet (Type GCP) per <br />Caltrans Std. Plan D7513. <br />Place 20 LF 12" Dia. CSP. <br />Refer to SJ CO Improvement Standard <br />No. R-29 for trench backfill. <br />X+XX <br />4.5" <br />A <br />iD <br />Connect to <br />— — — existing 12" CSP— — — <br />Detail A — Flan <br />Clean sediment and debris out of existing <br />pipes prior to connecting new facilities. <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED <br />D. G. /D. B. 8/0 7 M .6L�_ Z o �"� <br />Section A—A <br />Storm Drain Pipe Inlet Equalizer <br />NO SCALE I PROJECT SITE DETAILS <br />DATE APPROVAL RECOMMENDED DATE <br />Artuw,�j o 9/Ar/,o <br />noterial shall be <br />Jer Force Account. <br />Depth <br />approx. <br />1'-1.5' <br />istoll universal coupling bonds <br />per CalTrans Std. Plan D97C. <br />Match existing Invert Elevation. <br />BUS STOP IMPROVEMENTSI S�heoet N2. <br />