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w <br />3 <br />U <br />See Typical <br />Shoulder <br />Details 9.5'f <br />(This Sheet) <br />Chip Seal <br />(Triple chip) <br />Const. <br />Limits of Clearing and Grubbing <br />2% <br />------ ------- <br />Existing Roadway <br />9.5't <br />2% <br />L-0.33' AB ----i <br />----------------------------------J <br />TYPICAL SECTION <br />(Empire Tract Road) <br />Eight Mile Road to south end <br />C <br />0 <br />0 <br />N <br />20'f > <br />E :34-- L <br />C d <br />O <br />U <br />E]EEMPEIRETRACT ROAD <br />o <br />0 <br />20't Notched Conform <br />into existing ground <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE PROJECT ENGINEER <br />G. Xiong 03/13/2012 <br />Const. <br />Limits of Clearing and Grubbing <br />See Typical K 9.5'f 1't 1, <br />Shoulder <br />Details E <br />0 <br />(This Sheet)far o <br />�\ 0 OG <br />- -------J Var. Depth <br />Shoulder Backing <br />Existing Roadway <br />0.17' Existing <br />TYPICAL SHOULDER <br />Roadway Mill—In—Place, <br />Shape, and Compact <br />c <br />50'f <br />O <br />N <br />N <br />Z3 •25'f <br />a_ E- <br />70 <br />0 <br />LU O O <br />i U <br />EMPIRE TRACT ROAD <br />S <br />OA <br />NO SCALEI PLANS AND TYPICAL SECTION <br />(Additive Bid Alternate) <br />DATE CHECKED <br />3 I/3//Z <br />I PrCnln <br />® <br />Variable Depth Asphalt <br />Concrete Overlay <br />0.00' <br />Deph of Asphalt Concrete <br />Pavement Planing <br />■ <br />Limits of Asphalt Concrete <br />Pavement Planing <br />Empire Tract Road <br />(Additive Bid Alternate) <br />EIGHT MILE ROAD RESTORATION PROJECT <br />(EMPIRE TRACT ROAD TO BISHOP CUT) <br />DATE <br />l �IIZ <br />Sheet No. <br />Al of A2 <br />