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N Existing Yellow Line <br /> 12+00 Bus Turnout— —Var. o <br /> Place 18"0 SDI (25.5 Lt.) <br /> i 7' 1' Sta. 12+28. zx - 8 3 <br /> EP See SDI Detail 1 . <br /> m° � 0.5' Thick Shaul Ba <br /> } Native Backfill <br /> Match flowline Match flowline <br /> n <br /> A cking <br /> �A <br /> ROW Place two sections0 53' long 12" 0CSP 0.079" thick. +no a 30!kA <br /> 50' 18' <br /> m <br /> N > Location # 1 : Harding Way at Golden Gate Avenue <br /> � <br /> O <br /> m m <br /> N <br /> I <br /> m <br /> N <br /> 16.5' 50' 27.5' <br /> 3 '^ <br /> a Place 16' long 12"0 CSP <br /> 0 0.079" thick (24.5' Lt.) Reroute Earthwork <br /> a ROW flowline + <br /> 3.5' Bus Turnout 3' 1 ' 3' 0 <br /> " x X_ <br /> a <br /> x 0 <br /> o <br /> n � <br /> 9 0 <br /> . . . . - 3-- <br /> v EP J — — Sowcut (16' —_ _ . <br /> Var. 5' Native Backfill Match Flowline Elevation <br /> 16 Var. Depth Shld. Backing <br /> Existing Yellow Line — � — <br /> 11+00 <br /> N Note' <br /> CSP crown to be placed at on <br /> o elevation of um el10 <br /> elevation of 10.00 <br /> 05 based Location #2 : D Street at 11 th Street <br /> � n assumed datum el <br /> at Sta. 11 +00. <br /> o COUNTY OF SAN JOAQUINNo scn�E PROJECT SITE DETAILS BUS STOP IMPROVEMENTS PH. 2 Sheet No. <br /> 4 of 10 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br /> mo _ /I w . . <br />