Laserfiche WebLink
—Conform <br />EP r► A <br />,1\ <br />0.30' HMA over shaped / <br />1:1 & compacted native 18 <br />M Existing Width Conform <br />MO 12' Min <br />a TYPE D <br />i <br />n� <br />EA D <br />DConst <br />HMA Overlay <br />F EP Driveway <br />M o <br />D O <br />z 3 <br />Match Exists Var <br />a —a( 0% max) <br />Existing 0.30' HMA —Existing <br />Roadway Surface <br />SECTION A—A <br />V "IN <br />- Conform <br />' © EP B EP <br />__ <br />Variable depth HMA over <br />g' R existing paved driveways/R <br />and frontages <br />j Conform <br />0.04' B <br />over <br />existing Existing Width <br />surface 12' Min <br />TYPE E <br />R = Conform at radius <br />COnSt <br />HMA Overlay EP Driveway <br />8P 0 <br />O <br />I Match Exist 3 <br />0.04 <br />Va�ai7o9, max <br />—Var depth <br />Existing HMA over LExisting <br />Roadway existing surface Surface <br />SECTION B—B <br />'� o TYPICAL DRIVEWAY DETAILS <br />6D <br />A <br />Q 10 COUNTY OF SAN JOAQUIN NOT TO SCALE CONSTRUCTION DETAILS <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED �L DATE <br />4 Min <br />See Note Below <br />ExistingExisting <br />Surfa II Roadway <br />I <br />—0.50HMA <br />PAVEMENT REPAIR DETAIL <br />Note: Approximate dimensions and locations used for <br />estimating purposes are available upon request. <br />Dimensions and locations are subject to change <br />at Engineer's discretion. <br />■ 100' <br />0 <br />COnSt U -< <br />0.00' Depth of AC Pavement Planing <br />■ Limits of AC Pavement Planing <br />TYPICAL CONFORM DETAIL <br />Sta X = 8+50 to Sta Y = 9+50 (Begin Project) <br />Sta X = 84+43 to Sto Y = 83+43 (End Project) <br />DURHAM FERRY ROAD RESURFACING <br />(1.5 miles west of Kasson Road to Kasson Road ) <br />Sheet No. <br />3 of 4 <br />