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Conform <br />® EP <br />A <br />EP Const <br />Variable depth Asphalt Concrete <br />4' R over existing paved R <br />11 Conform <br />driveways and frontages. <br />® 0.04' A <br />over exist <br />surface Existing Width <br />12Min <br />TYPE E <br />NOTE: Paved frontages to be paid for as Type D driveway. <br />B EP <br />Conform -i 0.30' Asphalt Concrete over 49 <br />® EP 1:1 shaped & compacted native. 1:1 <br />C N <br />v <br />D <br />m <br />Nam <br />LPrn <br />z <br />z <br />0 <br />COUNTY <br />L► B <br />uonrorm <br />JOAQUIN <br />Existing Width <br />DATE <br />PROJECT <br />Min <br />T Callahan 11/11 <br />=,, <br />T2' <br />YPE D <br />PCC <br />o <br />CONCRETE DRIVEWAYS <br />at <br />all conform lines. <br />Sta 21 +36 (Rt) <br />Portion <br />M <br />Sta 22+09 (Rt) <br />4' ® Sta 44+06 (Rt) <br />z <br />BRICK DRIVEWAYS <br />removed from the edge of <br />m <br />Sta 44+06 (Rt) <br />listed above. <br />NOTE: Concrete Removal shall be <br />paid <br />shall <br />for under the various items <br />of work <br />C N <br />v <br />D <br />m <br />Nam <br />LPrn <br />z <br />z <br />0 <br />COUNTY <br />OF <br />SAN <br />JOAQUIN <br />DRAWN BY <br />DATE <br />PROJECT <br />ENGINEER DATE <br />T Callahan 11/11 <br />=,, <br />111/11 <br />Const <br />0 <br />0 <br />EP Driveway �, <br />-AC Overlay 4' ° <br />Var, Var B 0.04' <br />�(�09; max) <br />J Var depth <br />Existing f AC over Exist <br />Roadway exist surface Surface <br />Existing) <br />Roadway <br />EP Driveway <br />_T- *4'in <br />Vor (109; max <br />0.30' AC <br />0 <br />0 <br />0 <br />0 <br />1 <br />Exist <br />Surface <br />*Portion <br />of existing PCC driveway, <br />2' @ Sta 21+36 (Rt) <br />& 2' <br />® <br />Sta 22+09 (Rt), shall be <br />removed from the <br />edge <br />of <br />pavement to the distance <br />listed above. <br />PCC <br />shall 'be saw cut to provide a clean and neat <br />joint <br />at <br />all conform lines. <br />Portion <br />of existing Brick driveway, <br />4' ® Sta 44+06 (Rt) <br />shall <br />be <br />removed from the edge of <br />pavement to the <br />distance <br />listed above. <br />Brick <br />shall <br />be saw cut to provide <br />a clean and neat <br />joint <br />at <br />all conform lines. <br />NO SCALE <br />CHECKED I DATE <br />Begin Radius <br />1_. <br />1111—Ammed <br />(Manhole <br />CEbv=�03.35' <br />1 <br />C <br />End Radius <br />-Expose 2' of pipe (Typ) <br />Match Existing Flow Line <br />Existing Ditch <br />to remain in place <br />Structure Backfill <br />g\__12" ai Dia CSP Pipe <br />U <br />_a <br />.c a Note: <br />_ R/D Existing Storm Drain <br />v Inlet shall be paid for <br />under the various items of <br />work. <br />X <br />w° <br />MODIFIED 24" DIA STORM DRAIN IN <br />P.C.C. Approximate 6" Thick <br />Paid for under Modified Type I Maintenance Hole Frame & Cover <br />24 Storm Drain Inlet Item Per County Standard CW—S7 Place <br />Shoulder Backin Frame & Cover at Elev 102.82 <br />EP - <br />24" 12" existing Ground <br />Structure Backfill <br />Connect to Existing <br />Storm Drain lateral <br />Flow Line Elev 96.62 <br />CONSTRUCTION DETAILS <br />\- Welded Wire Mesh <br />6X6—W1.4/W1.4 Min. <br />12" Dia CSP Pipe <br />Flowline Elev 100.30 <br />6» 13" Min. <br />SECTION C—C <br />LEONARDINI ROAD RESURFACING I Sheet No. <br />(Cherryland Avenue to Laaorio Road) 5 of 7 <br />