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100' A.C. Trans. 0.17' A.C. <br />° 50' <br />+' +l Const. - <br />Existing O <br />Bridge o+ o + <br />O o Exist. E.P. Existing A.C. Dike <br />N <br />---------------------- ------------------- <br />\ Zo E.P. <br />S 1 b E P 12 13 <br />______---------------------- — <br />F — <br />Existing A.C. Dike <br />Conform at Edge of Deck to remain in place <br />G Sta.10+00 <br />�<1\ <br />190 BEGINNING OF PROJECT <br />0.17' A.C. <br />� Const. <br />A <br />Y <br />COUNTY <br />DRAWN BY DATE <br />J.C. White =/4/92 <br />OF SAN JOAQUIN <br />PROJECT EUGINEER I DATE CI <br />SCALE: None <br />SUBMITTED <br />Ir 4& Lurgi — <br />.__......_........__.............................................__ <br />PLAN <br />e <br />r Na 21258 <br />* Exp 9-30-93 <br />INTE AVE. RESU <br />Route 99 to Charter <br />Sheet No. <br />of _ 5 <br />E. P. <br />io 23 1 24 <br />25 <br />26 <br />27 <br />E. P. <br />28 <br />o Exist. E.P. <br />- <br />� 0.08' <br />■ 4' <br />of <br />LEGEND <br />E+1 <br />> � <br />/ <br />Variable Depth Asphalt <br />Quo <br />a_ N <br />�� <br />Concrete Overlay 0.08' to 0.17' <br />N <br />(DR <br />// <br />Conform to Existing Radius <br />� <br />M cn <br />- <br />/ <br />Depth of Asphalt Concrete <br />Qo <br />'q• �h Q . <br />Pavement Planing <br />o <br />■ <br />Limits of Asphalt Concrete <br />ory <br />F. <br />Pavement Planing <br />COUNTY <br />DRAWN BY DATE <br />J.C. White =/4/92 <br />OF SAN JOAQUIN <br />PROJECT EUGINEER I DATE CI <br />SCALE: None <br />SUBMITTED <br />Ir 4& Lurgi — <br />.__......_........__.............................................__ <br />PLAN <br />e <br />r Na 21258 <br />* Exp 9-30-93 <br />INTE AVE. RESU <br />Route 99 to Charter <br />Sheet No. <br />of _ 5 <br />