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Plane existing A.C. frontage and basement material. <br /> Existing See Note Below _ All remaining material are to be watered, compacted <br /> Surface and to remain in place. - <br /> 0 0 <br /> 0 <br /> 0.50' Asphalt Concrete E.P. 5 <br /> PAVEMENT REPAIR DETAIL Const. <br /> / N <br /> 2 <br /> Conform 0 E.P. <br /> t <br /> / EP <br /> a <br /> \ $y <br /> 'J ,. 1 — E.P. <br /> n <br /> a <br /> Conform <br /> Existing Width PLANING ASPHALT CONCRETE FRONTAGE <br /> > 12' Min. See Sheet No.6 "PLANING ASPHALT CONCRETE PAVEMENT' for locations <br /> TYPE D <br /> 0.30' Asphalt Concrete over shaped <br /> and compacted native material. <br /> Conform @ E.P. <br /> EP if1 or _ ,. Place/Adjust Standard frame <br /> - A.C. Overlay � Dia. or Sq and cover assembly to grade <br /> $' R R <br /> 6" <br /> ' <br /> 4" <br /> ` <br /> " Conform <br /> Existin Width_ Exist. RoadwayPC6^ <br /> ut 12' Min. CY <br /> v <br /> Q p TYPE E <br /> fVariable depth Asphalt Concrete Undisturbed Exist. survey monument <br /> over existing paved driveway. <br /> A basement soil to remain in place and <br /> Q10 -, R = Conform to Existing Radii. undisturbed. <br /> m TYPICAL DRIVEWAY DETAIL SURVEY MONUMENT DETAIL <br /> 0 <br /> UIN NO SCALE CONSTRUCTION DETAILS AUSTIN ROAD RESURFACING sheet No. <br /> COUNTY OF SAN JOA <br /> Q (West Ripon Road to Moffat Boulevard) 5 of 6 <br /> DRAWN By DATE PROJECT ENGINEER DATE CHECKED 777 DATE APPROVAL RECOMMENDED DATE <br /> P- T, I°�°3 �/w/r Tiw...... J%3 [O 9103 f/&uuZ .4&/I vOldOf°3 <br />