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1:1 <br />CE <br />Const <br />Conform © EP Conform @ EP <br />A EP B EP <br />0.30' HMA over shaped Variable depth HMA over ,r <br />& compacted native 1:1 8'* R existing paved driveway R 8l** <br />1 1 <br />A B <br />Existing Width Conform Existing Width _ Conform <br />12' Min 12' Min <br />DRIVEWAY (TYPE D) DRIVEWAY (TYPE E) <br />EP 8°* <br />HMA Overlay — <br />Driveway <br />Match Var <br />Existing Slope (10% max <br />Existing 0.30' HMA <br />Roadway <br />Conform <br />Existing <br />— Surface <br />R&D Excavated <br />Material <br />* — Sta 35+21 (Rt) — 6' <br />5v, Sa+ta wkN _ `` <br />-,.J �/) NOTE: Portion of existing four (4) concrete <br />-` -,0 driveways must be removed from the point <br />onearest the edge of pavement to 8' into <br />D the driveway, unless otherwise noted above. <br />Concrete must be sawcut to provide a neat <br />mjoint at the conform line. <br />;0 1 <br />Const <br />EP 8'** <br />HMA Overlay <br />Driveway <br />Match Conform <br />Existing Slope (1 p7 max) 0.04' <br />�a <br />EVar depth <br />xistin <br />g HMA over Existing <br />Roadway existing surface Surface <br />SECTION B—B <br />Sts 7 3 3b %M-) - b• <br />COUNTY OF SAN JOAQUIN NO SCALE <br />DRAWN BY DATE PROJECT ENGINEER DATE <br />Jonathan Curry 01/21 1(, � Z/I;ZIZ/ � <br />CONSTRUCTION DETAILS <br />CHECKED <br />DATE <br />2 -/o -71u <br />4' Minimum <br />Existing (See Note Below) <br />Surface <br />Existing <br />Roadway 0.50' HMA <br />PAVEMENT REPAIR DETAIL <br />NOTE: Approximate dimensions and locations used for <br />estimating purposes are available on Bid Express website. <br />Dimensions and locations are subject to change at <br />Engineer's discretion. <br />s n Using This Drawing Should Vulty <br />...« asb Tat By lnspe Ung Tho Sho Of Work <br />VAN ALLEN ROAD RESURFACING <br />(State Route 120 to Lone Tree Road) <br />Sheet No. <br />4 of 5 <br />