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12" <br /> A.C. Overlay Dia. or Sq Adjust Standard frame and <br /> 6" cover assembly to grade <br /> 4" r <br /> 8^ <br /> Exist. Roadway P.C.C. <br /> 3" <br /> Undisturbed Exist. survey monument <br /> basement soil to remain in place and <br /> undisturbed. <br /> 0.2 150 D� SURVEY MONUMENT DETAIL <br /> ao I <br /> A.C. Overlay A.C. Trans. 3, <br /> �a <br /> 6 03 <br /> CONST. o Conform ® E.P. <br /> jo <br /> g 25' gp <br /> ■ <br /> 3 <br /> 7. <br /> e <br /> � E.P. 0 am <br /> FZ11-1 <br /> 3 mro _ � _ _ — _ -- <br /> f i 104 µ 105 iO ___ Existing Width Conform <br /> --------- <br /> m p i <br /> 12' Min. <br /> q / 0.30' Asphalt Concrete over shapped, <br /> END OF PROJECT I and compacted native material. <br /> DRIVEWAY DETAIL (TYPE Q)� <br /> Central Catifornia Traction Co. Railroad Conform • E.P. I, <br /> i <br /> w.. Existing Width Conform <br /> g� <br /> 12n <br /> p . £. Variable depth Asphalt Concrete <br /> 1V A over existing paved driveway. <br /> r <br /> DRIVEWAY DETAIL (TYPE E) <br /> Om *Sta. 52+75 to Stu. 59+32 (Lt.) = 10' <br /> 0 0 *Sta. 55+50 (Rt.) = 10' <br /> COUNTY OF SAN- JOAQUIN NO SCALE PLAN AND XENNEFICK ROAD RESURFACING' Sheet No. <br /> CONSTRUCTION DETAILS (Woodbridge Road to Pe@ier Road) 5 of 6 <br /> DRAWN BY DATE PROJECT ENGINEER I DATE CHE KED DATE APPROVAL RECOMMENDED I DATE <br />