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100' A.C. Trans. 0.10' A.C. 100' A.C. Trans. <br /> ") Reconstruct Metal Beam <br /> 0 0 + n Guard Railing. See <br /> 00 00 v) Existing M.B.G.R. + + <br /> Existing A.C. Dike to + + o g ,o Sheet No. 7 for Details. <br /> Remain in place. Const. to n to Remain in 0 <br /> N N « lace. A N C <br /> O a N <br /> E.P. U) <br /> 0 N <br /> io <br /> io 204 05 06 /207 208 <br /> E p Bridge No. 29C-146 <br /> to Remain in place. Existing A.C. Dike to <br /> Existing A.C. Dike to y <br /> Remain in place. Existing R. to Remain in place. a <br /> Remain inn place. Const. No. 21258 <br /> * Ey. 9--70--97 * <br /> .' 12' <br /> I � E� <br /> 100' A.C. Trans. 0 0.04' A.C. CAL� <br /> ■ to <br /> + (Typ-) <br /> 50L� 10 <br /> N /cGf..C.(h� <br /> Const. L0' <br /> _ _o Existing bridge deck .1A.C. Overlay <br /> C <br /> E.P. col SECTION A—A <br /> 00 <br /> io 274 275 " 8101t LEGEND <br /> 0.10' Depth Asphalt Concrete <br /> o E.P. <br /> N ® Var. Depth Asphalt Concrete <br /> END OF PROJECT Limits of Asphalt Concrete Pavement Planing <br /> s <br /> 0.00' Depth of Asphalt Concrete Pavement Planing <br /> COUNTY OF SAN JOAQUIN ° PLAN EIGHT MILE ROAD RESURFACING Sheet Na. <br /> (State Route 99 to State Route 88)) 5 of a <br /> DRANK BY DATE I PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE AL OMMENDED DATE <br />