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z <br />0 <br />0.30° Hot Mix Asphalt Over Shaped <br />and Compacted Native <br />6' 1:1 <br />sting Width <br />12' Min <br />Variable depth Hot Mix <br />Asphalt Over Existing Paved <br />Driveways and Frontages <br />0 <br />I <br />Conform <br />PIPE DETAIL <br />Sto 82+57 (Left) <br />*Note: Earthwork (Misc Areas) limited <br />to Sta 82+51 to Sta 82+63. <br />j® EP Const EP <br />EP _ HMA Overlay 6 3/4" Diameter Hole x 4 <br />(3" into Existing Concrete) <br />D (TYp) <br />1:1 I Var _ Var109 0 Existing <br />( Max) Surface <br />Existing Roadway' <br />0.30' HMA <br />TYPE D SECTION A -A 5' <br />3' <br />C <br />Conform Const EP <br />�® EP HMA Overlay 6' 5" Wide (Typ)j Insert Y2" Diameter <br />_ EP o Rebar (5 Yz" Long) <br />Var o (TYp) <br />6' Var Existing <br />(107 Max) 3 Surface <br />Existing Roadway 1 <br />J 3" Thick Precast <br />I — 0 <br />Variable Depth HMA .04' Concrete Ring <br />TYPE E SECTION B -B Over Existing Surface (See Note 1) <br />TYPICAL DRIVEWAY DETAILS Note: Portion of existing concrete driveway must be <br />Concrete Driveways removed from the point nearest edge of pavement <br />Sta 17+70 (Right) and Sta 89+60 (Left) to 6' into the driveway. Concrete must be saw cut <br />to provide a neat joint at the conform line. <br />Earthwork (Mist Areas)* <br />Shoulder Bacl <br />(95% Relative <br />Existing Pipe to Compaction) <br />Remain in Place <br />OG <br />Co�nSt <br />4' 2'�~ HMA Overlay <br />EP <br />i <br />Place 6' 24" Dia CSP and Match Existing Slope J <br />CSP Coupler <br />COUNTY OF SAN JOAQ UIN I No SCALE <br />Existing Roadway � f <br />4't <br />1—� Clean Existing <br />Drainage Facility <br />CONSTRUCTION DETAILS <br />t_Existing Concrete to <br />Remain in Place <br />i I I <br />SECTION C -C <br />See Note 3 <br />Surface <br />NOTES: <br />1. Concrete must have a minimum 28—day compressive <br />strength of 5,000 PSI. <br />2. Epoxy, conforming to Section 95-2.03 of the standard <br />specifications, must be used in drilled holes and on entire <br />surface area between existing concrete and new concrete <br />ring. <br />3. '0 rebar must be used inside ring. <br />4. Lid not shown for clarity. <br />CC 11r% <br />UTILITY VAULT DETAIL <br />See Summary of Quantities for locations <br />DODDS ROAD RESURFACING I Sheet No. <br />Escalon—Bellotti Road to Henry Road) / 5 of 7 <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED BY DATE <br />q/ 1 <br />