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0.17' A. C. Overlay <br /> X Z <br /> G <br /> M <br /> X <br /> E.P. _ Coast. R O R <br /> \ p <br /> N HENRY ROAD N <br /> N 102 103 104 105 acv 106 <br /> N <br /> E.P. X X fix- -X—X X <br /> i Existing Fence and ground cover <br /> See enlarged Detail this sheet. X to remain in place. <br /> Existing cross-drain <br /> to remain in place. <br /> m <br /> 30' A.C. Transition <br /> E.P. o <br /> Z 0.17' A. C. Overlay o Z <br /> Ii I I r <br /> 3 <br /> ■ � --< <br /> Const. The top of the Pavement 10 0 o P --- <br /> v E,P, Repair at the box culvert is •oo - ;. �' <br /> 1 103 to be 0.10' below the top of <br /> D 1 C D the existing box culvert. <br /> y N HENRY ROAD <br /> 129 N 130 1 131 <br /> E.P. �X�XX-TXX— r N <br /> E.P.-/ P <br /> X C Existing Fence to Const• a <br /> remain in place. W ---- : m <br /> + t ,A <br /> Place 20 L.F. of Corrugated Steel Pipe into existing o i.... 1 ;U <br /> • Storm Drain Inlet. Cost for shaping ditch to grade —i 11 O <br /> is to be included in the C.S.P. Item of work. <br /> o END OF _ D <br /> For Section C-C, D-D and additional pipe and ditch HENRY ROAD <br /> i information see Sheet No. 8. <br /> 60 z <br /> (Ao COUNTY OF SAN JOA UIN NO SCALE PLAN (Santa <br /> ROAD HENRY ROAD RESURFACING Sheet No. <br /> Q (Santo Fe Road to Henry Road; Santa Fe Road to River Road) 7 of 9 <br /> DRAWN BY I DATE I PROJECT ENGINEER DATE I CHECKED DATE I APPROVAL RECOMMENDED I DATE <br />