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0.30' Hot Mix Asphalt over <br />shaped and compacted native.Conform <br />A - -@ EP <br />EP <br />8' <br />Confor - L <br />Existing Width <br />12' Min <br />TYPE D <br />Const <br />HMA Overlay � 8' <br />1 a- E <br />o <br />Var Va (10% Max Existing <br />Surface <br />— --- - -- <br />0.30' Hot Mix Asphalt <br />TExisting Roadway <br />SECTION A -A <br />Variable depth Hot Mix <br />Asphalt over existing paved <br />driveways and frontages. <br />EP_ <br />---- RWWNM\ R 8'* _ <br />1 <br />Conforr <br />TYPE E <br />Const <br />HMA Overlay 8' <br />w <br />o <br />Existin <br />1 ar Varma 0 0% Max) 1 Surface <br />I 1 1 0.04' <br />TVariable Depth, HMA <br />Existing Roadway over existing surface <br />SECTION B—B <br />TYPICAL DRIVEWAY DETAILS <br />am; mi Concrete Driveways <br />Sto 50+00 (Rt) and Sto 162+03 (Lt) <br />NOTE: Portion of existing concrete driveway shall be <br />removed from the point nearest edge of pavement to 8' <br />into the driveway, unless otherwise noted below. Concrete <br />shall be saw cut to provide a neat joint at the conform <br />line. <br />�kSta <br />34+39 <br />to Sta <br />35+13 <br />(Lt) 6' <br />Sta <br />72+88 <br />(Rt) 10' <br />Sto <br />99+52 <br />(Lt) 11' <br />Sta <br />145+37 <br />to Sta <br />147+00 <br />(Lt) 10' <br />Sta <br />176+29 <br />to Sta <br />177+06 <br />(Rt) 11' <br />Sta <br />223+50 <br />to Sto <br />224+80 <br />(Rt) 10' <br />Existing <br />Surface <br />4Minimum <br />(See Note Below) <br />Asphalt <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 />PAVEMENT REPAIR DETALL <br />Const <br />2' <br />0.25'-0.42' HMA m <br />rOverlay Transition <br />at Centerline Const <br />0.25 HMA <br />Overlay <br />at EP <br />RAILROAD HMA TRANSITION. DETAIL <br />Sta 48+09 to Sta 49+09 (Lt & Rt) <br />Sta 49+19 to Sta 50+19 (Lt & Rt) <br />COUNTY OF SAN JOAQUIN NO SCALE CONSTRUCTION DETAILS HARNEY LANE RESURFACING Sheet No. <br />(Beckman Road to State Route 88) 5 of 6 <br />DRAWN BY DATE 7 PROJECT ENGINEER DATE CHECKED BY DATE <br />7'e sessorns 12114 1 (. S f �& qr /ZZ/6 <br />