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Co t. EP Conform 0 E.P. — <br /> 12' 32� rVaries— 4' 1:1 <br /> I <br /> ---- Conform <br /> ____--- 12' Min. <br /> -- Existing Width <br /> Refer to S.P. D97A 0.30' Asphalt Concrete over shaped <br /> & D97E for and compacted native material. <br /> coupling details. R&D 2 Lf.d: Damaged C.S.P. <br /> and place 5 Lf. of 12"0 C.S.P. TYPE D <br /> m According with plans locations. NOTE: Portion of existing concrete driveway from <br /> a edge of pavement to 4' beyond shall be removed. <br /> C. S.P. EXTENSION DETAIL Concrete shall be saw cut to provide a neat straight <br /> joint at the conform line. <br /> o s Removal of concrete shall be considered as included <br /> o in the contract Lump Sum unit price for Clearing and <br /> a Grubbing. <br /> F <br /> s Dana Avenue: Sta. t 20+45 (Rt.) <br /> m z <br /> w i Adrienne Avenue: Sta. 3 12+15 (Rt.) <br /> m <br /> a <br /> 0 <br /> 0 <br /> c 4' Min. Existing <br /> Surface <br /> n Conform ® E.P. <br /> EP0 50' Asphalt 4 R "� R <br /> Concrete <br /> Conform R= Conform to <br /> Note: • 10' at Sta. 319+56 (Rt.) Dana Ave. existing radii <br /> Width (4' Minimum) • 6' at Sta. ±15+12 (Rt.) Thelma Ave. <br /> !^ Approximate dimensions used for estimating purposes • 8' at Sta. ±12+00 (Lt.) Adrienne Ave. Variable depth Asphalt Concrete <br /> ' are available upon request. Dimensions and locations • 6' at Sta. 313+65 (Rt.) Adrienne Ave. over existing paved driveway. <br /> are subject to change at Engineer's discretion. <br /> A PAVEMENT REPAIR DETAIL TYPE E <br /> D1011 - <br /> F; TYPICAL DRIVEWAYS <br /> LA0 <br /> EDRAWN <br /> TY OF SAN JOAQUIN SCALE: NONE EAST STOCKTON STREETS RESURFACING PHASE 4 Sheet No. <br /> Weber, Elvin, Dana, Thelma, Andrienne & Anthony Avenues s of 9 <br /> DATE PROJECT ENGINEER DATE DATE APPROVAL RECOMMENDED DATE <br /> eo/2oa� [�akc-E, � •a <br />