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0.17' A.C. Overlay <br /> Notes: 1. The radii at the end of the portion of the new Type 83 Curbs is to be solid concrete <br /> whitin the radii. The cost for the additional concrete required is to be included in <br /> the cost for Minor Concrete (Type B3 Curb) item of work. 3 I <br /> 2. A.C. Spillways will be paid under Place A.C. Dike (Type A) item of work. For Existing A.C. Dike <br /> Specific locations see Page 13. c <br /> ' g � (To Remain M Place) <br /> 30' A.C. Tans. <br /> Existing C�ncrete Curb ' �� I <br /> `C Const. (To Remain In Place) Existing A.C. Dike <br /> 7t 23'3 - 21't ® Conform Sta. 4+21 <br /> (To. R Remain In Place) 15E.P. <br /> ETW <br /> m R _ <br /> 5 <br /> _o <br /> r <br /> i v <br /> Cry R. & D. 155' existing PCC Curb <br /> 3 Place 155' PCC Curb (Type B3) <br /> $ F <br /> 1 14 15 <br /> i <br /> is <br /> Ey <br /> ' E.P. <br /> Existing 18'0 C.M.P. <br /> JP ETW (To Remain in Place) " R Note: All Existing S.D.1.'s To Remain In Place <br /> 8't Existing 18'0 C.M.P. R 1�'_ <br /> (To Be Cleaned Out) 16't <br /> Existing Concrete Curb D. <br /> (To Remain In Place) R. & D. Existing A.C. Dike (38') I d Misc. Pavement Repair Na. 36165 s <br /> )) c <br /> v <br /> Place 38' A.C. Dike (Type A I P „ EV, y31� t <br /> Q) (Face of New Dike at Sta. 5+66, 16' Rt.) <br /> a Note: Refer to Page 10 for Earthwork Misc. Areas I <br /> '+ and Driveway Pipe Placements. / <br /> F, Conform Sto. 6+28 <br /> o Dwy. 116tj16"t� Peter D. Martin <br /> RCE 38465 <br /> COUNTY OF SAN JOAQU N NO SCALE PLAN ELDORADO STREET RESURFACING sheet No. <br /> (1-5 to Stockton City Limits) 5 of 13 <br /> ORA" BTDATE PROJECT ENGNIEER DATE CNE DATE APPROVAL RECOMMENDED are <br /> L�ft '►� / l03 ffZinadA4 <br />