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O <br /> I I 00.21 ' A.C. Overlay 0.21 A.C. Overlay <br /> 0 50 <br /> 3 A.C. Trans. <br /> i I ur <br /> I o <br /> I <br /> I� + - Sta. 10+50 <br /> O <br /> Construct 18" Dia. Storm <br /> I <br /> 10 Drain Inlet Equalizer, Place �Z <br /> � o0 25 ,00 Frame and Grate 18' left and 18' right. A CONST. <br /> i o Refer to Sheet No. 2 Section A—A. <br /> I r� <br /> Im `� E.P. E.P. E.P. <br /> I <br /> w o 0 <br /> j FF 1 '0 10- i i 11 13 4 <br /> E.P. V E.P. R R o <br /> LSA <br /> F 2� B 15' <br /> 6 z I <br /> m 0.08' <br /> Central California Traction Co. Railroad <br /> BEGINNING Of PROJECT 2211 p± . <br /> I � $ <br /> I FGFND <br /> See Detail B—B Below I I <br /> I I <br /> ® VariableDepth Asphalt <br /> Concrete <br /> , <br /> Concrette Overlay. <br /> Salvaged I Backfill Material <br /> Plane and Conform Asphalt <br /> Asphalt Concrete Concrete 2' From Rail. <br /> (Miscellaneous Areas) Rail <br /> m Depth of Asphak- Concrete <br /> QO Pavement Planing <br /> 0 <br /> Limits of Asphalt Concrete Tie <br /> M, Pavement Planing SECTION B—B - <br /> A <br /> R Conform to Existing Radii. No Scale <br /> M <br /> 0 z _ $BC Buried Telephone Cable <br /> 0 <br /> COUNTY OF SAN JOAQUINNO SCALE PLAN j KENNEFICK ROAD RESURFACING Sheet No. <br /> III I (Woodbridge Rood to Peltier Road) 3 of 6 <br /> DRAWN BY DATE I PROJECTENGINEER DATE C CKED <br /> P.T. DATE APPROVAL RECOMMENDED DATE <br /> j,1./•s Poh F . 3/7/.) V18 iUU4 <br /> 3119,10 <br />