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z <br />0 <br />Conform <br />1 ® EP (New) ro� A <br />1:1 <br />Con st <br />0.30HMA over shaped <br />& compacted native <br />Existing Width <br />12' Min <br />TYPE D <br />Existing—I <br />Roadway <br />New <br />Driveway <br />6' <br />0.30' HMA <br />SECTION A—A <br />3/q" Diameter Hole x 4 <br />(3" into existing concrete) <br />(TYp) <br />See Note 3 <br />Conform <br />EP (New) <br />New EP B New EP <br />Variable depth HMA over <br />:1 6' 6' R existing paved driveways R <br />and frontages <br />Conform <br />© 0.04' B <br />Conform over <br />existing _ Existing Width <br />surface 12' Min <br />TYPE E <br />Const New <br />J EP Driveway <br />- l o F► --/—HMA Overlay —�— 6' o <br />o 0 <br />B I <br />Var. I Var, B 0.04Var ' <br />�-Existing I Existing HMA over f <br />Surface Existing <br />Roadway existing surface Surface <br />SECTION B—B <br />TYPICAL DRIVEWAY DETAILS <br />Existing 4' Minimum <br />Surfaced (See Note Below) <br />I_ <br />L_ Existing <br />Roadway 0.50' Hot Mix Asphalt <br />PAVEMENT REPAIR DETAIL <br />NOTE: Approximate dimensions and locations <br />used for estimating purposes are available <br />upon request. Dimensions and locations area <br />subject to change at Engineer's discretion. <br />Const <br />Limits of Clearing & Grubbing <br />a Earthwork I f, <br />w (Misc Areas) <br />3' 1' <br />Conform <br />I <br />Existing Roadway <br />Structure <br />L 0.25' <br />Shoulder Backing (Typ) <br />e / ��_� ' ' SHOULDER DETAIL <br />3" thick precast concrete ring, V1/W�r+ T•fu EARTHWORK (MISC AREA51 <br />(See Note 1) � +4 <br />Existing Surface ' 120'q S"j i Lone Tree Road Sto 88+61 62' Rt <br />to Sto 94+67 12' Rt <br />Existing concrete to <br />remain in place <br />�- 5" wide (Typ) SECTION C—C <br />nsert y2"4 Rebar <br />(5y2" long)(Typ) SSJID UTILITY VAULT DETAIL <br />See Summary of Quantities for locations <br />COUNTY OF SAN JOAQUIN No SCALE <br />DRAWN BY DATE PROJECT ENGINEER DATE <br />,. go�sdorf aC,/2015 H -slay/s6 <br />Notes: <br />1. Concrete must have a minimum <br />28—day compression strength of <br />5,000 PSI, <br />2. Epoxy, conforming to Section <br />95-2.03 of the Standard <br />Specifications, must be used in <br />drilled holes and on entire surface <br />area between existing concrete and <br />new concrete ring. <br />3. Y2" rebor must be used inside ring. <br />4. Lid not shown for clarity. <br />CONSTRUCTION DETAILS AND <br />SUMMARY OF QUANTITIES <br />CHECKED I DATE <br />PLANING ASPHALT CONCRETE PAVEMENT <br />Location Quantity <br />Lone Tree Road <br />Sto 10+52 to Sta 11+02 202 SQYD <br />Sta 114+32 to Sta 114+82 210 SQYD <br />Due Road <br />Sta 9+38 to Sta 9+63 51 SQYD <br />Total 463 SQYD <br />LONE TREE ROAD RESURFACING <br />(French Camp Road to Murphy Road) <br />Sheet No. <br />4 of 5 <br />