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30' Asphalt Concrete over <br />Conform 0 EP -1 EP <br />shaped and compacted native <br />-I-I-I-I-I-I-I-I-I- I-I-I-I-I-I-I-I-I-I-I <br />1:1liiiisii�i�iiiil 1:1 <br />-I -I -I -I -I -I -I -I -f -I -I -I -I -i -1 -I <br />-I -I -I -I -I -I -t -i -I -I -I -I -1 -I -I <br />I <br />Conform <br />Existing Width <br />12 Min <br />L(> <br />DRNEWAY (TYPE Di <br />rO� <br />-- Variable depth Asphalt Concrete <br />Conform 0 EP over existing paved driveway <br />EP <br />R R <br />�I L- Conform <br />Existing Width <br />12 Min <br />1-0 <br />R = Conform to <br />existing radii <br />Ct <br />Const <br />AC <br />4'-6' <br />E <br />UJ Var ° <br />I Var _ 10 ( <br />Max) o Existing <br />Surface <br />II <br />Existing Roadway 0.30' Asphalt Concrete <br />SECTION A—A <br />Note: Portion of existing PCC driveway shall be removed from <br />the edge of pavement to the distance listed. <br />PCC shall be saw cut to provide a clean and neat joint <br />at all conform lines. <br />Stevenson Ave. PCC driveways <br />Sta 12+85 (Lt) 0 4' <br />Sta 18+00 (Lt) 0 4' <br />Suburban Rd. <br />PCC driveways <br />Sta <br />17+45 <br />(Rt) <br />0 4' <br />Sta <br />23+00 <br />(Lt) <br />0 6' <br />Sta <br />23+28 <br />(Rt) <br />0 6' <br />Sta <br />23+53 <br />(Rt) <br />0 6' <br />9 - <br />Const <br />IAC Overlay <br />I Cl- <br />� Var w <br />(�ngar <br />0 <br />w <br />Existing Roadway J <br />Variable Depth <br />Asphalt Concrete <br />ire <br />�•rnDRIVEWAY (TYPE E) SECTION B — B <br />UCT <br />COUNTY OF SAN JOAQUIN No SCALE CON <br />DETAILS ON <br />S <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED 7DATE <br />31 <br />Existing <br />Surface <br />4' Min. <br />See Note Below <br />Existing <br />Surface <br />Asphalt Concrete <br />Note: Width (4' minimum). <br />Approximate dimensions used for estimating purposes <br />are available upon request. Dimensions and locations <br />are subject to change at Engineer's discretion. <br />PAVEMENT REPAIR DETAIL <br />Const <br />Limits of Clearina and Grubbin <br />10'-11.5'* <br />Finished <br />Surface <br />'-2'**_1 1'-2' 1 1' <br />V®r Existing <br />Surface <br />Var Depth <br />Shoulder Backing <br />SHOULDER DETAIL <br />Note: * 11' on Suburban Road <br />** Existing Asphalt material within shoulder area on Suburban Rd. <br />to be removed prior to placing shoulder backing material. <br />Compensation for this work shall be considered as <br />included in the price paid for the various contract <br />items of work. <br />CALAVERAS AVE., STEVENSON AVE., & SUBURBAN RD RESURFACINGI Sheet No. <br />(Newton Rd. to East End; Cherokee Rd. to Leonardini Rd.) 4 of 5 <br />