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0.30' Asphalt Concrete over <br />shaped and compacted native. Conform <br />A �® EP <br />EP - <br />81 <br />Conform <br />L.(:�> <br />Existing Width <br />12' Min TYPE D <br />Variable ,depth Asphalt <br />Concret' <br />V over ^� ^^ ^^ ^� <br />driveways <br />5" wide (Typ) <br />0 <br />5' <br />3' <br />o <br />D <br />Insert" diameter <br />rebar (5 Y" long) (Typ) <br />Z <br />0 <br />COUNTY OF SAN JOAQ UIN <br />EP <br />8' <br />A <br />TYPE E <br />CL <br />Const <br />f• AC Overlay 8' <br />I w E <br />I _ o <br />Var Var o Existing <br />(107. Max) 0 Surface <br />Existing Roadway <br />0.30' Asphalt Concrete <br />SECTION A—A <br />TYPICAL DRIVEWAY DETAILS <br />Ct <br />Const <br />AC Overlay 8' <br />I w � <br />I _o <br />I Var Var (10 0 Max) Existing l rSurface <br />1 I <br />IExisting Roadway <br />Variable Depth AC over 0.04' <br />existing surface <br />SECTION B—B <br />-3Y4" diameter hole x 4 <br />(3" into existing concrete) 3" thick precast <br />(Typ) concrete ring <br />(See Note 1) Existing <br />Ilk Surface <br />See Note 3 - - - -- 1 - - - - - <br />3,.� II I II II <br />�—existing concrete to <br />C remain in place <br />DRAWN BY DATE I PROJECT ENGINEER <br />1— Ag-uilar 01/13 461— <br />SECTION C—C <br />NO SCALE I CONSTRUCTION DETAILS <br />DATE I CHECKED BY I DATE <br />//Wj? <br />Elevation of frame shall <br />match finished grade <br />of pavement +/- 38" <br />Grade <br />Ring 8" <br />i <br />Class 3 Concrete collar <br />(placed around frame) <br />2" Thick Asphalt Concrete <br />( %" max aggregate size ) <br />Line cut or <br />saw cut <br />4 <br />Existing <br />° Roadway <br />6" <br />Min <br />I ... <br />ADJUSTING FACILITIES <br />TO GRADE DETAIL <br />See Summary of Quantities for locations of <br />SSJID BOX AND SSJID MAINTENANCE HOLE <br />NOTES: <br />1. Concrete shall have a minimum 28 -day compressive strength <br />of 5,000 Psi. <br />2. Epoxy, conforming to Section 95-2.03 of the standard <br />specifications, shall be used in drilled holes and on entire <br />surface area between existing concrete and new concrete ring. <br />3. )z" rebar shall be used inside ring. <br />4. Lid not shown for clarity. <br />See Summary of Quantities for locations <br />DODDS ROAD RESURFACING <br />( Murphy Road to Carrolton Road ) <br />Sheet No. <br />5 of 8 <br />