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Const. <br /> I <br /> Limits of Clearing and Grubbing, Earthwork (Misc. Areas) <br /> 1 5' 6' 10' 10' 6 g• 1' <br /> Gutter Grade Gutter Grade <br /> 2% <br /> Vor % — 2� 5% <br /> 0.10'±1 <br /> 0.10 <br /> 0.30' Asphalt Concrete <br /> TYPICAL SECTION <br /> . Roadway Widening Sta. 0+00 to Sta. 0+60 <br /> 2'-5' Sta. 0+60 to Sta. 3+30 <br /> 0'-1' Sta. 3+30 to Sta. 24+16f GENERAL NOTES <br /> ■ Asphalt Concrete <br /> Imported Borrow—R—Value <br /> 0.30' Sta. 0+60 to Sta. 3+30 1. requirement will be waived. <br /> 0.17' Sta. 3+30 to Sta. 24+50 San Equivalent shall be <br /> a minimum of 15. Payment <br /> `o' Const. shall be considered as included <br /> N <br /> D Limits of Clearing and Grubbing in the contract unit prices <br /> j y Earthwork (Roadway Widening) paid for the appropriate <br /> s 1' 3' 10" 10' 3' 1' Earthwork item. <br /> Conform Var. "Var. Conform <br /> 70 Var. Var. _ <br /> rrn J o�'... dor. <br /> DL___________ _ ______________J <br /> N m Imported Borrow s 4J,on9 / 9 <br /> (Typ.). See General I Concrete <br /> ■Asphalt Cte <br /> Note No. 1 Existing Roadway - <br /> N £ TYPICAL SECTION <br /> U m <br /> A Sta. 0+60 to Sta. 24+50 <br /> z 77 <br /> J P COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTIONS JOSEPH ROAD RESURFACING Sheet No. <br /> 2 of 4 r <br /> 150' w/o Main St. to west end - <br /> Drnen B Dnte Protect EEn/gineer Dnte p, Checketl D.A. SubnPoted Date r v econnendetl D to <br />