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EP <br />8t - T--- <br />8' <br />Confoi <br />12' min <br />Existing width <br />0.30' HMA over shaped and <br />compacted native material <br />DRIVEWAY (TYPE D) <br />jF <br />Const EP <br />Driveway_ <br />' HMA Overlay - � -- E <br />-- 8' E <br />i o Existing <br />Match Var 0 Surface <br />(10 <br />Exist Slope % <br />/�111/I/1l rin ax) <br />0.04' <br />Existing Var depth HMA over <br />Roadway existing surface <br />SECTION A—A <br />EP <br />8' <br />Cor <br />n r: -[D <br />Variable depth HMA over <br />existing paved driveway <br />DRIVEWAY (TYPE E) <br />f <br />Const EP <br />r�-HMA Overlay DrivewayE <br />I 8L. <br />0 <br />Match Var CO) <br />Exist Slope �-7- <br />max <br />���� a ) <br />I <br />Existing <br />Roadway <br />TYPICAL DRIVEWAY DETAILS <br />CONCRETE DRIVEWAYS <br />Sto <br />11 +94 <br />(Lt) <br />Saw <br />Cut <br />@ <br />5' <br />Sto <br />18+70 <br />(Lt) <br />Saw <br />Cut <br />@ <br />4' <br />Sto <br />20+05 <br />(Rt) <br />Saw <br />Cut <br />@ <br />4' <br />Sta <br />20+65 <br />(Lt) <br />Saw <br />Cut <br />@ <br />4' <br />Sta <br />22+90 <br />(Lt) <br />Saw <br />Cut <br />@ <br />4' <br />4' Minimum <br />-- Existing (See Note Below) <br />Surface <br />Existing 0.50' HMA <br />Roadway <br />Existing <br />Surface <br />--R & D Excavated Material <br />0.30' HMA over shaped and <br />compacted native material <br />SECTION B—B <br />Sta <br />35+13 <br />(Rt) <br />Saw <br />Cut <br />@ <br />4' <br />Sta <br />36+01 <br />(Rt) <br />Saw <br />Cut <br />@ <br />4' <br />Sta <br />40+11 <br />(Rt) <br />Saw <br />Cut <br />@ <br />6' <br />Sta <br />41 +97 <br />(Lt) <br />Saw <br />Cut <br />@ <br />4' <br />NOTE: For the saw cut driveways, portion of existing concrete must be <br />removed from the point nearest edge of pavement to distance from <br />edge of pavement noted above. <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY I DATE I PROJECT ENGINEER <br />NO SCALE <br />DATE I CHECKED <br />Enrique SiCva 9/22 1 /,� 111//-z,I 2�, U, <br />CONSTRUCTION DETAILS <br />DATE <br />PAVEMENT REPAIR DETAIL <br />NOTE: Approximate dimensions and locations used <br />for estimating purposes are available on <br />Bid Express website. Dimensions and locations are <br />subject to change at Engineer's discretion. <br />Cost Sawcut Line <br />10' <br />�— 6 4' <br />Existing <br />Grade EP y 0.25' <br />Existing Roadway �- <br />*Earthwork <br />* Sta 56+00 to Sta 61 +48 (Lt) (Roadway <br />* Sto 53+75 to Sta 61 +48 (Rt) Widening) <br />Roadway Excavation <br />Sta 61 +48 to Sta 62+15 (Lt & Rt) <br />EARTHWORK (ROADWAY WIDENING <br />AND ROADWAY EXCAVATION DETAIL <br />NOTE: The portion of work for Earthwork (Roadway <br />Widening) and Roadway Excavation must be paved <br />back within the same working day. <br />ADA AVENUE RESURFACING <br />(Patrick Road to East End) <br />Sheet No. <br />5 of 6 <br />