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m <br />0 <br />See <br />Shoulder <br />Details <br />Below <br />Const <br />I <br />of Clearing and Grubbing and Mailbox Relo <br />11' Geosynthetic Pavement <br />y Interlayer (Paving Fabric <br />SE <br />Existing '1Vai <br />0` <br />Ground <br />Grade Existing Shoulder to Place <br />Safety Edge, 1' Minimum Width. (Typ) <br />Const <br />Limits of Cleari <br />and Mailbo <br />12' L <br />t <br />EP <br />Finished <br />t Surface <br />lion 300 <br />t <br />Existing Roadway <br />and Grubbing <br />elocation <br />1 <br />2'1 1'-2' <br />Variable Depth <br />Shoulder Backing <br />Detail Locations <br />Sta 10+67 to Sta 48+00 (Left &Right) <br />Sta 48+00 to Sta 53+00 (Left) <br />Sta 53+00 to Sta 82+51 (Left & Right) <br />Sto 82+51 to Sta 82+63 (Right)* <br />Sto 82+63 to Sta 167+90 (Left & Right) <br />SHOULDER DETAIL 1 <br />*Note: See Pipe Detail on Sheet No. 5 for <br />Sta 82+51 to Sto 82+63 (Left). <br />COUNTY OF SAN JOA Q UIN � N o SCALE <br />Existing <br />Surface <br />TYPICAL SECTION <br />Sta 10+67 to Sta 167+90 <br />I/or SE <br />30� Vat <br />See <br />Shoulder <br />Details <br />Below <br />Existing <br />— — _ Ground <br />0.25' HMA Overlay Existing Roadway <br />q <br />COi st <br />Limits of Clearing and Grubbing <br />Existing Roadway <br />and Mailbox Relocation <br />12' _i_Earthwork <br />Finished <br />Surface <br />!/vim 30' <br />EP (Misc Areas) <br />0.25' <br />Detail Locations <br />Sta 48+00 to Sta 53+00 (Right) <br />��� �ililr► <br />TYPICAL S <br />SHOULDER DETAILS <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED BY _ DATE <br />y <br />SHOULDER DETAIL 2 <br />ECTION AND <br />�.� <br />DODDS ROAD RESURFACING <br />Escalon—Bellotti Road to Henry Road <br />Existing <br />Embankment <br />Sheet No. <br />3 of 7 <br />