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100' A.C. — 0.25' A.C. <br /> Trans. <br /> 32'3 <br /> N <br /> O c • 0.00 <br /> Lr) O <br /> O <br /> O <br /> + 16' 16' <br /> ro <br /> M <br /> 150' 155' E.P. 100' E.P. <br /> u' Trans. -H Trans. <br /> M <br /> m <br /> M <br /> a 0 Q O P + <br /> a O O O "� Const. + O <br /> U + + M <br /> E.P. °o E.P. <br /> w u <br /> N <br /> n 3 1 383 384 6tb 38'6 <br /> D +i -H <br /> io 0 <br /> N N <br /> o <br /> ZEE. 2 — E.P. <br /> o n P o <br /> � o <br /> + BEGINNING OF PROJECT <br /> LEGEND <br /> m Variable Depth <br /> zD - 16' 16' ® Asphalt Concrete <br /> X „� ■ Limits of Asphalt Concrete <br /> ` � <br /> M. y'� -p p Pavement Planing <br /> LO <br /> `yam y F., 0.00 Depth of Asphalt Concrete <br /> 0.00' <br /> No. 21256 'a Pavement Planing <br /> a Jy, tet. ® R Conform to existing radius <br /> -71 <br /> m CML end` 32'3 <br /> M CAl\EO <br /> COUNTY OF ,SAN dOAQUIN NO SCALE PLAN JACK TONE ROAD RESURFACING sheet No. <br /> Eight Mile Road to State Highway 26 3 of 1 <br /> Drawn By Date I Project Engineer Date Checked Date Submitted Date Ap l R commended Date <br /> 114HwsG <br /> L <br />