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EP Conform ® E.P. <br /> iSee Note Below <br /> Conform Existing <br /> Existing Width Surface <br /> 12' Min. <br /> 0.30' Asphalt Concrete over <br /> shaped and compacted native <br /> material. 0.50' Asphalt <br /> TYPE D Concrete <br /> X10' ® Sta. 86+11 (Lt.) Note: <br /> Width, length and locations to be <br /> Note: At Sta. 29+40 (Lt.) and Sta. 86+11 (Lt.) the concrete driveway determined by the Engineer. <br /> approaches between the edge of paving and conform line shall <br /> be removed. Existing concrete shall be saw cut to provide a neat <br /> / <br /> straight joint at conform. PAVEMENT REPAIR DETAIL <br /> v <br /> 0 <br /> n <br /> N <br /> / <br /> O <br /> A <br /> S <br /> n D <br /> / > <br /> ao Conform ® E.P. <br /> a EP <br /> 4 <br /> $ R R <br /> 1 <br /> 0 m <br /> a z Conform <br /> o Variable depth Asphalt Concrete <br /> fover existing paved driveway. <br /> A <br /> TYPE E �. <br /> TYPICAL DRIVEWAYS - <br /> ,,; <br /> COUNTY OF SAN JOAQUIN CONSTRUCTION DETAILS State Highway FAIRCHILD <br /> eN$8RtoSBeecherNRoad) Sheet <br /> ofNo. <br /> 7 <br /> Drown By Date I Project Engineer Dote Checked Date Submitted Dotepr 1 Recommended Pate <br /> ODS & a 2/98 ' ` 3/5/98 '/s/-a <br />