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1E <br />Const <br />I <br />EP Limits of Resurfacina <br />TYPICAL SECTION <br />OLIVE AVENUE <br />Sto 10+18 to Sta 81+44 <br />Limits of Clearing & Grubbing <br />Const <br />� and Mailbox Relocation I <br />EP 2' *2' 1' <br />E <br />Varma gq �o <br />3 7 r oExisting <br />o Surface <br />IU <br />Ir -----J 7/_ 71� <br />Existing 0.25' Shoulder <br />Roadway Backing *Earthwork <br />(Misc Areas) — <br />Fill <br />SHOULDER DETAIL 1 <br />*Sto 104+00 to Sta 110+00 (Lt) — 3' to 5' <br />*Sta 142+00 to Sto 144+60 (Lt) — 3' to 4' <br />m *Sto 30+40 to Sto 32+00 (Lt) — 3' to 4' <br />z <br />0 <br />COUNTY OF SAN JOAQUIN NO SCALE <br />DRAWN BY DATE PROJECT ENGINEER DATE FIFFIL, <br />JOHN YANG 6/14 (o(1111 <br />1-19-2014 <br />Limits of Clearing 8c Grubbing <br />and Mailbox Relocation <br />EP Earthwork <br />(Misc Areas <br />3' <br />SHOULDER SCHEDULE <br />FREDERICK AVENUE <br />LEFT <br />9' <br />BEGIN <br />9' <br />1' <br />16' Pavement Reinforcing Fabric 1' <br />END <br />�V Ir <br />100+20 <br />Varma <br />1 <br />100+20 <br />100+94 <br />1 <br />13+50 <br />16+25 <br />1 <br />100+94 <br />103+50 <br />— — — — — ---n ' <br />— — <br />n <br />-------- _t <br />n �' or n„orl , , <br />— <br />_cn <br />TYPICAL SECTION <br />OLIVE AVENUE <br />Sto 10+18 to Sta 81+44 <br />Limits of Clearing & Grubbing <br />Const <br />� and Mailbox Relocation I <br />EP 2' *2' 1' <br />E <br />Varma gq �o <br />3 7 r oExisting <br />o Surface <br />IU <br />Ir -----J 7/_ 71� <br />Existing 0.25' Shoulder <br />Roadway Backing *Earthwork <br />(Misc Areas) — <br />Fill <br />SHOULDER DETAIL 1 <br />*Sto 104+00 to Sta 110+00 (Lt) — 3' to 5' <br />*Sta 142+00 to Sto 144+60 (Lt) — 3' to 4' <br />m *Sto 30+40 to Sto 32+00 (Lt) — 3' to 4' <br />z <br />0 <br />COUNTY OF SAN JOAQUIN NO SCALE <br />DRAWN BY DATE PROJECT ENGINEER DATE FIFFIL, <br />JOHN YANG 6/14 (o(1111 <br />1-19-2014 <br />Limits of Clearing 8c Grubbing <br />and Mailbox Relocation <br />EP Earthwork <br />(Misc Areas <br />3' <br />SHOULDER SCHEDULE <br />FREDERICK AVENUE <br />LEFT <br />RIGHT <br />BEGIN <br />END <br />DETAIL <br />BEGIN <br />END <br />DETAIL <br />100+20 <br />147+40 <br />1 <br />100+20 <br />100+94 <br />1 <br />13+50 <br />16+25 <br />1 <br />100+94 <br />103+50 <br />2 <br />16+25 <br />18+80 <br />2 <br />103+50 <br />113+36 <br />1 <br />18+80 <br />25+06 <br />1 <br />113+36 <br />128+00 <br />2 <br />25+06 <br />28+00 <br />2 <br />128+00 <br />147+40 <br />1 <br />OLIVE AVENUE <br />LEFT <br />RIGHT <br />BEGIN <br />END <br />DETAIL <br />BEGIN <br />END <br />DETAIL <br />10+60 <br />13+50 <br />2 <br />10+60 <br />22+96 <br />1 <br />13+50 <br />16+25 <br />1 <br />22+96 <br />29+65 <br />2 <br />16+25 <br />18+80 <br />2 <br />29+65 <br />64+00 <br />1 <br />18+80 <br />25+06 <br />1 <br />64+00 <br />67+00 <br />2 <br />25+06 <br />28+00 <br />2 <br />67+00 <br />76+80 <br />1 <br />28+00 <br />69+00 <br />1 <br />76+80 <br />1 79+00 <br />1 2 <br />69+00 <br />76+80 <br />2 <br />79+00 <br />83+35 <br />1 <br />76+80 <br />81+44 <br />-i-2 <br />81+44 <br />83+35 <br />3 <br />. 2' <br />Existing <br />Roadway 0.25' Shoulder Backing <br />SHOULDER DETAIL 2 <br />TYPICAL SECTIONS AND <br />SHOULDER DETAILS <br />CHECKED DATE <br />Shoulder <br />Backing <br />Const <br />Var <br />0.25' Existing <br />Roadway <br />Earthwork (Misc Areas) <br />Fill <br />SHOULDER DETAIL 3 <br />FREDERICK AVENUE <br />AND <br />OLIVE <br />AVENUE <br />RESURFACING <br />Sheet <br />No. <br />(WEST <br />RIPON <br />ROAD TO <br />NORTH <br />END) <br />I 3 of <br />7 <br />