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Const. <br /> Limits of Clearing and Grubbing <br /> and Earthwork (Miscellaneous Areas) <br /> 4' 17' 10' 5' 2' <br /> IConform to Lip <br /> Conform — 3% 3%4�� 4=_ <br /> 44 <br /> d <br /> � <br /> 17 <br /> y Existing C.&G. to <br /> a 0.60' Asphalt Concrete remain in place. <br /> a• <br /> TYPICAL SECTION <br /> RAINIER AVENUE <br /> o Note: Sta. 15+80 to Sto. 17+50 <br /> g Fn <br /> Approximately 78 C.Y. of excavation shall be <br /> considered as included in the payment for <br /> Earthwork (Miscellaneous Areas). <br /> V1 <br /> LO m <br /> rn <br /> Z <br /> O <br /> COUNTY OF SAN JOAQUIN "o scuE TYPICAL SECTION R VIERA CRAINIER LIFFS BD VISRIVER ION Sheet <br /> of No. <br /> 11 <br /> DRAWN BY DATE I PROJECT ENGINEER I DATE CHECKED DATE suwrrED DATE APPROV RECOMMENDED DATE <br />