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Cost. Const. Limits of Clearing & Grubbing <br /> and Earthwork (Misc. Areas) <br /> Limits of Clearing and Grubbing <br /> 28' <br /> SEE SHOULDER 12' 12' SEE SHOULDER 20'- 24' <br /> DETAILS DETAILS <br /> 24' Pavement Reinforcing Fabric 16' 4' -8. 4' <br /> _ yar_ Var. _ 0.25' Asphalt Concrete <br /> Var. _ Conform <br /> — — — — — — — — — — By <br /> 0.25' Asphalt Concrete _ _ — — _ J. <br /> Existing Roadway <br /> Shoulder Backing <br /> TYPICAL SECTION A�tNee�lnum Construct New Shia. Ditch <br /> NOTE: 1. CL Construction Stationing Ste. 1098+00 to Sto. 1226+60 SHOULDER DETAIL D <br /> runs frcm North to South. (Excluding All Three Bridges) <br /> Sta.1219+70 to Sta.1226+60 (Rt.) <br /> 2. » Limits of Mailbox q <br /> Relocation Const. <br /> Limits of Clearing io Grubbing <br /> Limits of Clearing & Grubbing - Cost. <br /> at dike locations <br /> Limit of Clearing & Grubbing <br /> 24' <br /> 16 <br /> 16' <br /> a I 16 Exist. A.C. Dike I <br /> 9 q• �q' 4•-.}.- 12'� 12' 4' to remain in place 12' q <br /> � Conform <br /> n gy, Var. Var. F Exist. Shld. 0'12 <br /> DoT ��.`— Exist. Roadway 0.04' <br /> I T <br /> 0.25' Asphalt Concrete <br /> m 0.25' Asphalt Concrete on <br /> Reinf. Fabric <br /> Shld. Backing (Typ.) pavement <br /> SHOULDER DETAIL A SHOULDER DETAIL B Exist. Bridge y,273 <br /> Sta.1098+00 to Sta.1127+00 (Lt. & Rt.) sta.1127+00 to Sta.1135+06 (Lt. & Rt.) SHOULDER DETAIL C <br /> l Sta.1135+06 to Sta.1163+06 (Lt. & Rt.)) Sto.1163+06 to Sta.1164+35 (Lt. & Rt.) <br /> -) A Sta.1165+90 to Sta.1185+53 Lt. & Rt. Sta.1164+62 to Sta.1165+90 Lt. & Rt.)) Sta.1164+35 to Sta.1164+62 <br /> Sta.1192+60 to Sto.1226+60 Lt) Sta.1185+53 to Sta.1192+60 (Lt. & Rt.) (Over Bridge No.1273) <br /> Sta.1192+60 to Sta.1219+70 Rt. <br /> COUNTY OF SAN JOAQUIN SCALE: None TYPICAL SECTION JACK TONE ROAD RESURFACING SHEET NO. <br /> Wildwood Rd. to French Comp Rd. 2 of 5 <br /> DRAWN BY DATE 1 PROJECT ENGINEER I DATE CHECKED I DATE SUBMITTED DATE APPROVAL RECOMMENDED DA�TE OrAf 6/1/?/i <br /> �'tUdr_'� iy� Q,�,.S.l?ee�. 5//q/ "� 9/ ?�1 s,r,�.f•%�.iru f/�,a� �/ <br />