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3 <br />� <br />E <br />LEFT SIDE STATION <br />D <br />RIGHT SIDE STATION <br />0 <br />� <br />� <br />c <br />END <br />a <br />s <br />o <br />3 <br />t <br />�8% <br />00 <br />2 <br />o <br />� <br />2 <br />21+02 <br />u1 <br />3 <br />Var <br />r <br />to remain <br />22+02 <br />23+04 <br />4 <br />F <br />� <br />� <br />23+04 <br />24+04 <br />5 <br />Existing <br />Surface <br />q <br />Const <br />Limits of Clearing and Grubbing <br />1r 2r 4r <br />E <br />LEFT SIDE STATION <br />I <br />RIGHT SIDE STATION <br />0 <br />� <br />� <br />c <br />END <br />s <br />o <br />Surface <br />t <br />�8% <br />Var D <br />Shoulder Bac <br />Finished <br />Surface <br />1 <br />Var <br />I <br />i <br />0 <br />Existi c°) <br />Surface <br />rrr <br />Var D <br />Shoulder Bac <br />q <br />Const <br />Limits of Clearing and Grubbing <br />Surface <br />0% -Vor <br />- <br />SHOULDER DETAIL 1 SHOULDER DETAIL 2 <br />*2' Sto 184+00 to Sto 187+00 (Lt) k 4' : Sto 11+00 to 13+00 (Lt) <br />Sto 193+00 to Sto 221+00 (Lt) Sto 137+00 to Sta 142+00 (Lt) <br />Sto 212+00 to Sto 221+00 (Rt) ** 2' : Sto 186+00 to Sto 193+00 (Lt) <br />k::00 <br />Const 'fir lwA1 (�9': to Are Const <br />Limits of Clearing andI (�� Limits of Clearing and <br />Grubbing and I Grubbing and I <br />N Limits of Planing <br />AC Pavement <br />SHOULDER DETAIL 4 <br />z <br />0 <br />COUNTY OF SAN JOAQUIN NO <br />SCALE <br />DRAWN BY DATE PROJECT ENGINEER DATE <br />Vincent �2i ro / lif <br />Finished I <br />Existing Surface <br />Surface 10% <br />.Max Var I <br />Var Depth <br />Shoulder Backing Limits of Planing <br />AC Pavement <br />SHOULDER DETAIL 5 <br />SHOULDER DETAILS <br />AND SCHEDULE <br />CHECKED DATE <br />Exisking <br />Surface <br />,n <br />0 <br />i <br />q <br />Const <br />Limits of Clearing and Grubbing <br />and Mailbox Relocation <br />Earthwork <br />1' (Misc Areas) Var <br />I <br />31 31 2 <br />E Finished <br />Surface <br />c D <br />cV) `gq or <br />Limits of Planing <br />AC Pavement <br />SHOULDER DETAIL 3 <br />SHOULDER SCHEDULE <br />E <br />LEFT SIDE STATION <br />I <br />RIGHT SIDE STATION <br />SHOULDER <br />DETAIL <br />� <br />� <br />Finished <br />END <br />s <br />o <br />Surface <br />Existin AC <br />9+87 <br />00 <br />2 <br />9+87 <br />Frontoge'Dwy <br />2 <br />21+02 <br />u1 <br />3 <br />Var <br />20+98 <br />to remain <br />22+02 <br />23+04 <br />4 <br />20+98 <br />4+04 <br />5 <br />23+04 <br />24+04 <br />5 <br />24+04 <br />�4 <br />1 <br />N Limits of Planing <br />AC Pavement <br />SHOULDER DETAIL 4 <br />z <br />0 <br />COUNTY OF SAN JOAQUIN NO <br />SCALE <br />DRAWN BY DATE PROJECT ENGINEER DATE <br />Vincent �2i ro / lif <br />Finished I <br />Existing Surface <br />Surface 10% <br />.Max Var I <br />Var Depth <br />Shoulder Backing Limits of Planing <br />AC Pavement <br />SHOULDER DETAIL 5 <br />SHOULDER DETAILS <br />AND SCHEDULE <br />CHECKED DATE <br />Exisking <br />Surface <br />,n <br />0 <br />i <br />q <br />Const <br />Limits of Clearing and Grubbing <br />and Mailbox Relocation <br />Earthwork <br />1' (Misc Areas) Var <br />I <br />31 31 2 <br />E Finished <br />Surface <br />c D <br />cV) `gq or <br />Limits of Planing <br />AC Pavement <br />SHOULDER DETAIL 3 <br />SHOULDER SCHEDULE <br />Sheet No. <br />LEFT SIDE STATION <br />SHOULDER <br />DETAIL <br />RIGHT SIDE STATION <br />SHOULDER <br />DETAIL <br />BEGIN <br />END <br />BEGIN <br />END <br />9+87 <br />21+02 <br />2 <br />9+87 <br />12+00 <br />2 <br />21+02 <br />22+02 <br />3 <br />12+00 <br />20+98 <br />1 <br />22+02 <br />23+04 <br />4 <br />20+98 <br />4+04 <br />5 <br />23+04 <br />24+04 <br />5 <br />24+04 <br />�4 <br />1 <br />24+04 <br />_ <br />1 <br />43 <br />St2+ 0 <br />2 <br />73+ <br />52+00 <br />72+40 <br />1 <br />73+87 <br />75+40 <br />4 <br />72+40 <br />75+40 <br />5 <br />75+40 <br />76+00 <br />2 <br />75+40 <br />79+00 <br />1 <br />76+00 <br />112+50 <br />1 <br />79+00 <br />85+00 <br />2 <br />112+50 <br />121+00 <br />2 <br />85+00 <br />115+00 <br />1 <br />121+00 <br />124+00 <br />1 <br />115+00 <br />141+00 <br />2 <br />124+00 <br />150+00 <br />2 <br />141+00 <br />150+00 <br />1 <br />150+00 <br />182+00 <br />1 <br />150+00 <br />160+00 <br />2 <br />182+00 <br />185+00 <br />2 <br />160+00 <br />176+00 <br />1 <br />185+00 <br />188+00 <br />1 <br />176+00 <br />194+00 <br />2 <br />188+00 <br />194+00 <br />2 <br />194+00 <br />206+00 <br />1 <br />194+00 <br />221+70 1 <br />1 <br />206+00 <br />221+00 <br />2 <br />221+70 <br />226+'y4' <br />4 5 <br />221+00 1 <br />224+32 <br />5 <br />224+32 1 <br />226+ <br />4 <br />Sheet No. <br />KETTLEMAN <br />LANE <br />RESURFACING <br />(Lodi Citv Limits <br />to State <br />Hghwav Route <br />88) <br />3of9 <br />