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20' Trans. 4 0.17' A.C. V 0 20' Trans. <br /> 4 <br /> Conform Const. Existing C.G.& S. <br /> Stu. 0+193 to remain in place <br /> Conform in line <br /> \\ �_--- _ _ _ � with lip of gutter- <br /> E, <br /> gutter- <br /> �myC0 oO ■6 <br /> •.. ,\: E. 2�■o'1 <br /> 0' oO1 <br /> II <br /> SaLCOOta <br /> ' <br /> . 10+95± <br /> ..O b > <br /> 0+00 <br /> 20 QO ... N <br /> t ' ■ <br /> II/ i Existing C.G.&S. —�% --- --------------- _�\ \\\ <br /> to remain in place " <br /> BEGINNING OF PROJECT END OF PROJECT <br /> LEGEND <br /> *R Conform to Existing Radius NOTES: <br /> � m <br /> b 1 Planing of Asphalt Concrete Pavement <br /> G ; ® Variable Depth Asphalt shall continue across intersecting streets <br /> m Concrete Overlay in line with lip of gutter. <br /> y ■ Limits of Asphalt Concrete 2. Water Valve Frames and Covers <br /> U Pavement Planing to be adjusted by California <br /> t $ Water Service after resurfacing <br /> is completed. <br /> m O-0-01 Depth of Asphalt Concrete <br /> s Pavement Planing <br /> a OF SAN JOAQUIN No SCALE PLAN DELAWARE AVENUE RESURFACING sheet No. <br /> COUNTY <br /> N Country Club Blvd. to Michigan Ave. 3 of 4 <br /> Drawn By oat* Proper Engineer oar• Chocked Dare Submitted Date A r 1 Recommended Date <br /> e2" �9i ICWX.t� kWt£C+ I/9f !/.u�I ��y� �yywc( .J/iut �r/�Jr _ /41 <br />