Laserfiche WebLink
4' Minimum Existing Conform ® E.P. <br /> � /— Surface EP <br /> 4' <br /> 0.50' Asphalt Conform <br /> Concrete <br /> Existin Width <br /> 12 Min. <br /> PAVEMENT REPAIR DETAIL18" TYPE D <br /> Minimum <br /> Note: Width (4' minimum). Approximate dimensions Surface 0.30New ' Asphalt Concrete over shaped <br /> and compacted native material. <br /> o' used for estimating purposes ore available upon <br /> Nrequest. Dimensions and locations ore subject to <br /> o g change at Engineer's discretion. <br /> 4 ° <br /> "I -n <br /> c_ m <br /> z Concrete <br /> c Bockfill 'a t <br /> CL <br /> ° 12'0 <br /> Conform @ E.P. <br /> 0 EP <br /> s <br /> 12" Standard frome and <br /> Dia. or S cover assembly R 4' <br /> A.C. Overlay R <br /> 6.. (Refer to SJCO Std. <br /> Dwg. CW—M1.) CROSSDRAIN DETAIL Conform <br /> 4» Sto. 85+98t & 117+78t Existin Width <br /> 8" <br /> ° a <br /> BExist. Roadway 12' Min. <br /> P.C.C. 3» <br /> CA TYPE E <br /> Exist. survey monument Variable depth Asphalt Concrete <br /> Undisturbed to remain in place and over existing paved driveway. <br /> N basement soil undisturbed. <br /> 0 <br /> SURVEY MONUMENT DETAIL <br /> pm" TYPICAL DRIVEWAY DETAIL <br /> P4) m <br /> z <br /> O <br /> COUNTY OF SAN JOA UIN w SCBE CONSTRUCTION TULLY ROAD RESURFACING Sheet No. <br /> Q DETAILS (Harney Lone to Brandt Rood) 7 of 8 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE) <br /> Enrique Si(va ,�f GIS . Z a7 �d �0 D �iG <br /> 01107 <br />