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Const. <br /> I <br /> Limits of Clearing and Grubbing <br /> and Mailbox Relocation <br /> E n <br /> 0 <br /> 02 7'-13' 7'-13' 2' <br /> C o <br /> 0 3 <br /> 0 12'-24' Pavement Reinforcing Fabric <br /> 0'-6't 5'-7't <br /> Var. Var, <br /> V°r V�� <br /> Shoulder Backing (Typ.) Exist. Roadway 0.17Asphalt Concrete Overlay <br /> Exist. 4' Concrete Walk TYPICAL SECTION Exist. 4' Concrete Walk <br /> to Remain in Place to Remain in Place <br /> (Oakwilde Avenue) Sta. 10+12 to Sta. 22+25 (Lt.) <br /> (Oakwilde Avenue) Sta. 13+92 to Sta. 19+37 (Rt.) <br /> D <br /> C7 <br /> D <br /> 0 Const. <br /> rn I <br /> Limits of Clearing and Grubbing <br /> z and Mailbox Relocation <br /> K <br /> E 2' 7'-13' 7'-13' o <br /> o T <br /> 0 12'-24' Pavement Reinforcing Fabric 3 <br /> Var. Vor. <br /> �o� <br /> - - - - - - <br /> J Shoulder Backing (T <br /> TYPICAL SECTION <br /> yp.) Exist. Roadway 0.17 Asphalt Concrete Overlay <br /> �k See Sht. No. 9 for Shoulder Detail 1 <br /> (Oakwilde Avenue) Sta. 10+12 to Sta. 13+92 (Rt.) <br /> * See Sht. No. 9 for Planing Detail 2 (Oakwilde Avenue) Sta. 19+37 to Sta. 33+51 (Rt.) <br /> �k (Oakwilde Avenue) Sta. 22+25 to Sta. 22+85 (Lt.) <br /> (Oakwilde Avenue) Sta. 22+85 to Sta. 33+51 (Lt.) <br /> m <br /> z <br /> 0 <br /> COUNTY OF SAN JOAQUIN NO SCALE Typical Section Oakwilde Avenue and Cole Drive Resurfacing Sheet No. <br /> and General Notes (Morada Lane to Ashley Lane) 3 of 11 <br /> DRAWN BY DATE I PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br /> 2oshiro Sessoms 05/06 i ' �' s��/K Ixu( � 'L. ,OQj1-ejzw7 s/� v6 <br />