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0.30' Asphalt Concrete over Conform Con1St %4" diameter hole x 4 <br />shaped and compacted native. A �@ EP EP AC Overlay g' (T" into existing concrete) <br />FI w i <br />6, o <br />1:1 1:1 I Varma V r� 0 Existing <br />i 1 (10% Max) Surface See Note 3 <br />Conforlm� A I Existing Roadway <br />Existing Width 0.30' Asphalt Concrete <br />3' <br />12' Min TYPED SECTION A—A c c <br />TYPICAL DRIVEWAY DETAILS <br />5" wide (Typ) Insert Y" diameter <br />Variable depth Asphalt Const rebar (5 Y" long) <br />Concrete over existing paved Conform1 n AC Overlay 8' (Typ) <br />driveways and frontages. B �© EP <br />EP w L_ <br />------- <br />R R 6' ( Var _ Varma 107 0 Existing 3" thick precast <br />I ( Max) Surface concrete ring <br />�� I Existing Roadway (See Note 1) Existing <br />' Surface <br />Conform B Variable Depth AC over 0.04 _ _ — <br />TYPE E SECTION B—B existing surface <br />('existing concrete to <br />remain in place <br />Existing fence to Const SECTION C—C <br />remain on place 40" 1.5' AC Overlay <br />(Typ) Conform at existing i NOTES: <br />flowline (Typ) w I .Var 1. Concrete shall have a minimum 28—day compressive <br />strength of 5,000 Psi. <br />y' 2 Epoxy, conforming to Section 95-2.03 of the standard <br />Existing Roadway <br />L _ _ _ _ _ _ — I <br />specifications, shall be used in drilled holes and on entire <br />\ i 41 f surface area between existing concrete and new concrete <br />Existing—/ I Variable Depth ring. <br />-� Surface I Shoulder Backing 3. Y" rebar shall be used inside ring. <br />w <br />I <br />cn 4. Lid not shown for clarity. <br />.0 o SACKED CONCRETE SLOPE 1, Steel Rods shall be 5/8" d <br />PROTECTION DETAIL I I reinforcing steel bars, with SSJID UTILITY VAULT DETAIL <br />minimum Ys into existing <br />rrl <br />—� Sta 128+20 to Sta 129+85 (Left) embankment at 20" center. See Summary of Quantities for locations <br />Sta 130+22 to Sta 135+60 (Left) <br />J M <br />O <br />COUNTY OF SAN JOA UIN NO SCALE CONSTRUCTION DETAILS DODDS ROAD RESURFACING sheet No. <br />Q (Mariposa Road to Escalon—Bellota Road) 5 of 7 <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED BY DATE <br />1— Ag-uilar 06112 <br />