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I <br />Const <br />Var EP *8' <br />See Note <br />Vor <br />Existing <br />Roadway <br />Conform � <br />1:1 <br />*11.5' <br />rtion of existing concrete driveway shall <br />®Sta <br />16+84 <br />Lt <br />9' <br />0 <br />Sta <br />26+30 <br />E <br />15' <br />® <br />Sta <br />61+00 <br />Lt <br />14' <br />@ <br />Sta <br />104+95 <br />(Lt) <br />Const <br />Var EP **8' <br />E ( E <br />L o <br />i Var = �r <br />o Existing 2% (10% Max) 0 o Existing <br />Surface ��� \� \ i % �� Surface <br />�- J <br />Variable Depth <br />30' Asphalt Concrete Existing Asphalt Concrete <br />Roadway <br />0.30' Asphalt Concrete over <br />shaped & compacted native <br />Cy'Y�r' — — <br />EP <br />1:1 ao <br />Conform <br />Existing Width <br />12' Min <br />TYPE D <br />COUNTY OF SAN J®AQUIN <br />SECTION... B-6 <br />**3' Frontage 0 <br />24+57 (Lt) <br />6' Frontage ® 102+25 (Lt) <br />9' ® Sta 26+30 (Lt) & Sta 84+27 (Lt) <br />Variable depth Asphalt Concrete <br />Conform ® EP—, over existing paved driveway <br />EP <br />R R goo <br />\� Conform R = Conform to <br />Existing Width I existing radii <br />12' Min <br />TYPE E <br />TYPICAL DRIVEWAY DETAILS <br />CONCRETE DRIVEWAYS <br />Sta 16+84 (Lt) & Sta 26+30 (Lt) <br />Note: Pobe removed from <br />the edge of pavement to the distance listed above. <br />PCC shall be saw cut to provide a clean and neat joint at <br />the conform line. <br />No SCALE I <br />CONSTRUCTION ®ETAILS <br />Place var depth AC over <br />existing PCC Pads � <br />Existing <br />PCC Dwy <br />Existing PCC <br />Mailbox Pad <br />W 00 <br />1+ 11' W <br />PLACE ASPHALT CONCRETE <br />(MISCELLANEOUS AREAS) <br />Sheet No. <br />4of5 <br />