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U) <br />M <br />M <br />Z <br />0 <br />EP <br />Conform <br />EP <br />115 <br />Conform @ E.P. <br />r>' A <br />0.30' Asphalt Concrete <br />over shaped & compacted <br />native material. <br />A <br />Existing Width <br />12' Min. <br />TYPE D <br />Conform @ E.P. <br />r► B <br />L-► B <br />Existing Width <br />/R 4 <br />Conform <br />TYPE E <br />Variable depth Asphalt Concrete over existing paved driveway. <br />R = Conform to Existing Radii. <br />Const o <br />EP Driveway <br />----v^ AC Overlay 4' ° <br />r Var (1 <br />I� Va0q S <br />\\ _������� —a -max) ------- <br />N 0.30' AC Exist <br />Existing surface <br />urface <br />Const o <br />EP Driveway <br />AC Overlay 4' ° <br />VC,r-Vai(10i max) B 0.04' <br />Var depth <br />Existing AC over Exist <br />surface <br />Roadway exist surface. <br />TYPICAL DRIVEWAY DETAILS <br />Note: All driveways 10% maximum slope <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE PROJECT ENGINEER <br />G. Xiong 05/10/2012 <br />NO SCALE <br />DATE <br />/l D tZ <br />CONSTRUCTION DETAILS <br />CHECKED <br />See Note Below Existing <br />Surface <br />0.5' Asphalt <br />Concrete <br />PAVEMENT REPAIR DETAIL <br />NOTE: Width (4' minimum). <br />Approximate dimensions used for estimating purposes <br />are available upon request. The dimensions and locations <br />are subject to change at the Engineer's discretion. <br />1" Thickness <br />of 3/8" A.C. <br />DATE <br />/0 /t <br />Undisturbed - <br />basement soil <br />Standard Frame and Cover Assembly <br />(Refer to SJCO Std. Dwg. CW -M1.) <br />A.C. Overlay <br />111111,-4 Existing Roadway <br />P.C.C. <br />Existing Survey Monument <br />to remain in place <br />��I►�l �7�L�I�ImI,�►i t�7 ��:1I� <br />RIVER ROAD RESURFACING <br />(NORTH RIPON ROAD TO MURPHY ROAD) <br />Sheet No. <br />3 of 4 <br />