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Cold Plane Pavement <br />Place HMA 0'-2' <br />Match <br />Exist Slope <br />V„ <br />r <br />------------ <br />Existing Roadway <br />Cold Plane Pavement 0.25' - <br />Place 0.25' HMA <br />SHOULDER DETAIL 2 <br />Conform <br />Variable Depth <br />Shoulder Backing (Typ) <br />*When shoulder exceeds <br />12%, <br />place 2' at 8% and 2' to <br />conform. <br />LEGEND: Type "A" <br />M Type "D" (5 TURNS, TYP) <br />7 <br />2 <br />7, <br />W,co Conform <br />O <br />Pullbox ) <br />` R <br />hN. R \ <br />1 / <br />2 <br />y� <br />TRAFFIC LOOP CONFIGURATION <br />NOTE: All loops (shown above), including those outside <br />of the planing area, will need to be reconstructed. <br />COUNTY OF SAN JOAQUIN NO SCALE <br />DRAWN BY DATE PROJECT ENGINEER DATE <br />Shawn Davis 01/2021 <br />Conform Conform <br />EP A -EP @ EP B <br />EP <br />0.25' HMA over planed 1 * <br />0.25' HMA over shapeddriveway surface <br />1:1 & compacted native 1:1 2' \ / <br />R \ B / R <br />A - — Conform <br />Conform <br />Existing Width <br />12' M i n <br />DRIVEWAY (TYPE D) DRIVEWAY (TYPE ESI <br />Const Const <br />EP EP <br />—� HMA 2' HMA 1'* Conform <br />i Driveway Conform i Driveway <br />MatchMatch <br />(10% xisting I Existing <br />Exist Slope Varma Max)) —� Surface Exist Slope Surface <br />LJ <br />Existin <br />Existing Place 0.25 Roadway <br />R&D Excavated y Place Cold plane 0.25 <br />Roadway 0.25' HMA Material 0.25' HMA pavement <br />SECTION A—A SECTION B—B <br />NOTE: Cold plane and pave 1' into <br />existing asphalt concrete ES driveways. <br />TYPICAL DRIVEWAY DETAILS <br />4' Min <br />Cold Planed (See Note Below) <br />Surface <br />0.25 HMA <br />PAVEMENT REPAIR DETAIL <br />CONSTRUCTION DETAILS <br />CHECKED DATE <br />o��Wjv- !�S� <br />RECORD DRAWING <br />Corrections By <br />No Changes , <br />Date s / <br />My Parson Uaing This Drawing Sh Ye <br />All IMormation By InspeeNng The Site I YYork <br />NOTE: Approximate dimensions and locations <br />used for estimating purposes are available <br />on Bid Express website. Dimensions and <br />locations are subject to change at <br />Engineer's discretion. <br />LILLIAN AVENUE AND STOKES AVENUE RESURFACING I Sheet No. <br />(Miner Avenue to State Route 26; State Route 26 to North End) 5 of 6 <br />