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Survey Line = Base Line (Rt.) <br /> Base Line (Lt.) <br /> Limits of Clearing and Grubbing <br /> •a' 12' Var. (0'-25') 12' 08' <br /> Refer to Pavement Reinforcing Pavement Reinforcing <br /> Shoulder Detail Fabric Fabric <br /> 0.04' Var Var_—� <br /> A.C. � VOr. 0.04' <br /> A.C. <br /> _ _________________________________ <br /> 0.25' Asphalt Concrete Overlay <br /> TYPICAL SECTION <br /> Existing Roadway <br /> Sta. 71+00 to Sta. 92+25 <br /> • 0'-8' Stu. 71+00 to Sta. 72+80 <br /> Survey Line = <br /> ■ Where superelevations exist the Base Line (Lt.) <br /> new surface slope and drainage Limits of Clearing <br /> shall conform to existing. and Grubbing <br /> See Plan Sheets #5 and 6 for 10' 12 <br /> o width details. <br /> ----------7— I <br /> 1 <br /> Var. <br /> r I ` <br /> m I <br /> DI I <br /> M 0.25' Asphalt Concrete Overlay <br /> Existing Curb to <br /> remain in place. Existing Roadway <br /> SHOULDER DETAIL (Lt.) <br /> A Sta. 85+70t to Sta. 88+85t <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION AHERN RDAD RESURFACING sheet No. <br /> I-5 to Bird Rd. 3 of 7 <br /> Drawn By Date Project Engineer Dote Checked Daie Submitted Dote A rov l Recommended D t <br /> B. 5/89 5/as 1s/B9 C1 <br />