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F <br /> Gbvxs� <br /> Limits of Clearing g and Grubbing <br /> an ai ox re oca ion 1❑ See Shoulder Detail, Sheet 3 <br /> (DI2' 10' �T� 10' 291 Q The finished grade of the 0.12' A.C. Overlay shall match <br /> the existing roadway grade and all asphalt concrete or <br /> 18' Pavement Reinforcing Fabric Portland cement concrete driveways adjacent to the Pavement <br /> 10.08' Leveling Course Repair and Overlay area. <br /> _Var. Val <br /> Q Limits of Earthwork (Miscellaneous Areas). Shoulders adjacent <br /> to Pavement Repair areas shall be graded to match the <br /> Existing Roadway Pavement Repair surface prior to final 0.12' A.C. and <br /> L-------------------- — -----J <br /> Shoulder Backing operations. See Shoulder Detail. Sheet 3 <br /> 0.21' A.C. <br /> TYPICAL CTION Overlay <br /> Andrea Avenue. Sta. 00+12 to Sta. 13+257Edan <br /> enue. Sta. 27+00 to Sta. 30+55 <br /> Caran Avenue. Sta. 10+55 to Sta. 14+00enue. Sta. 01+35to Sta. 09+85 <br /> Caran Avenue. Sta. 22+33 to Sta. 27+00enue. Sta. 00+10 to Sta. 03+10 <br /> m <br /> 0 <br /> o <br /> a If <br /> z <br /> R Limits of Clearing g and Grubbing <br /> ® <br /> and Mailbox relocation <br /> u r^ 2'► 10'-12' 10'-12' 2' <br /> / <br /> 7 0.40' Pavement Repair <br /> o I <br /> h _Var. i Var.- <br /> 6 <br /> ar.— <br /> Existing Roadway <br /> L------------------- <br /> TYPICAL SEC11ON 0.12' A.C. <br /> Caran Avenue. Sta. 14+22 to Sta. 22+13 Overlay <br /> IM <br /> St. Carlo Avenue Sta. 00+16 to Sta. 10+88 <br /> Edon Avenue Sta. 09+85 to Sta. 10+75 <br /> m <br /> a � <br /> M <br /> z <br /> 0 <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION OAKRIDGE SUBDIVISION STREETS RESURFACING Sheet No. <br /> (Various) 2 of 13 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br />