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I <br />Const <br />AC Overlov *0' <br />O <br />V C <br />w Var <br />Var z (10 0 Max) 3:0 Existing <br />Surface <br />�— J <br />0.30' Asphalt Concrete <br />Existing: <br />Roadway <br />SECTION A -A <br />h <br />.30' Asphalt Concrete over <br />Conform 0 EP <br />shaped and compacted native <br />New EP <br />ILI <br />10 <br />Ti iiiiiii _iiii <br />�onform <br />Existing Width <br />12' Mie <br />*Portion of existing PCC Driveway shall be removed from <br />the edge of pavement at the following locations: <br />4' ® Sta 50+25 (Rt) 1' 0 Sta 87+80 (Rt); 16' @ Sta <br />111+30 (Lt); and 16' @ Sta 115+74 (Lt) <br />PCC and AC shall be saw cut to provide a clean and <br />neat joint at the conform line. <br />COUNTY OF SAN dOAQUIN <br />Const <br />.AC <br />o_ <br />w <br />I <br />—J <br />Variable Depth <br />Existing Asphalt Concrete <br />Roadway <br />SECTION B -B <br />Existing <br />Surface <br />Variable depth Asphalt Concrete <br />Conform @ E over existing paved driveway <br />_ New EP <br />R'/ <br />Conform <br />I I R = Conform to <br />R <br />Existing Width I existing radii <br />TYPE E <br />**Conform at 4' from EP at Sta 111+30 (Rt) <br />TYPICAL DRIVEWAY DETAILS <br />N0 SCALE CONSTRUCTION DETAILS <br />Const <br />AC Ovei <br />Existing <br />Roadway <br />5' <br />0.21 <br />o_ <br />w <br />3 <br />v <br />z Var <br />J <br />Grind and Replace <br />° AC <br />Existing Oate <br />Post (Typ) <br />Existing <br />& D Partial Existing <br />Concrete Pad <br />Existing <br />Surface <br />Existing <br />Surface <br />R & D Existing AC <br />Place 0.30' Asphalt <br />Concre <br />SECTION C -C <br />te <br />TYPE F QS11/EWAY <br />AT STA 113+67 (LTi <br />4' Min <br />See Note Below <br />Existing <br />Roadway <br />salt Concrete <br />PAU.�MENT REPAIR DETAIL <br />Note: Width (4' minimum). Dimensions and locations <br />will be determined by the Engineer. <br />Sheet No. <br />