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�4k*-**-� qII � nv-Limits of Clearing and Grubbing <br /> Existing Yellow Line 12+00 'L- Vo r. <br /> Earthwork—Existing Roadway <br /> n <br /> Var. o � <br /> A - - - _ - - _ - Clean Existing f Bus Turnout I <br /> o <br /> Drainage Facilites <br /> Clean Existing EP - - - 1 - <br /> Drainage Facilities�� 7 \ - <br /> o - - - - _ _ - - - to <br /> x < < �1 Existing Curb <br /> i A f 0.9 Asphalt Concrete <br /> o - 50.35' 50' <br /> Adjust SDI Frame and Cover +0.25' .A--A <br /> rte„ Conform Overlay to SDI <br /> 0 <br /> 0 <br /> Location # 11 : So 99 Frontage Road East at Clark Drive <br /> m Remove and dispose damaged bollard. <br /> To be paid under Clearing and g•� <br /> $ o Grubbing. 6'x10' pavement repair. m <br /> g — See Pavement Repair Detail. I <br /> " m Existing Yellow Line <br /> D rn - <br /> H 7\- N <br /> 13+00 <br /> - - - - -L— - - 0.2' 0.2 J <br /> 3 Place 0.5' AC on top of Vor. Depth Grind <br /> 0 <br /> native/recycled grindings �15' 60' Existing Surface <br /> 3 backfill. Grade to SDI. Existing Roadway <br /> g. B C -EP R-R <br /> - - - - - - - - I - - - - - - - - - <br /> T Conform to Existing Ground <br /> n Clean Existing�� <br /> Drainage Facilities x z x C x �Cleon Existing 0.50' full depth pavement repair. <br /> + Drainage Facilites <br /> Place Concrete Pipe Inlet. Refer to Std Plan Existing RTD Sign - <br /> D75B Type GCP. For Grate, Refer to Std Assumed Datum <br /> Plan D77B Type 36RX. Grate elev: 10'. Elevation = 8.3 <br /> .� Place t10' long 24" 77 <br /> at nail on PP Existing AC <br /> OM <br /> CSP .079" thick. <br /> A <br /> A Location # 12 : So 99 Frontage Road East at Marfargoa Road <br /> m <br /> COUNTY OF SAN JOAQUIN No scue PROJECT SITE DETAILS BUS STOP IMPROVEMENTS PH. 2 Sleet No. <br /> 10 <br /> DRAWN BY DATE P DJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br />