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50' A.C. 0.25' A.C. 50' A.C. 30' A.C. <br /> 025' A.C. Overlay <br /> Trans. Overlay Trans. Trans. <br /> o <br /> I � I <br /> z Const. <br /> � N <br /> Central California o <br /> . Traction Company 1 20't 1 p.0g ^ Conform 1 0 <br /> 15' / <br /> 10'■ £ £ 70 <br /> o _ <br /> 0 0 <br /> N Conform 21 f 0.06 <br /> V U <br /> oN o o rn a+o Exist. Gas 0.00 <br /> W+ + Valve to <br /> o W �p be odjusted <br /> m by others <br /> QD <br /> 6 <br /> 0 o E.P. a E.P. <br /> ��..0O N G GO N \ <br /> ���47 TV 49 5� N N 87 VV �1\ <br /> - -. - - - <br /> E.P. // --� 3' T Sto. 48+92t. Place Survey E.P. <br /> R.R. XingSignal to ( yp ) <br /> 0 9 Monument Frame and Cover <br /> remain in place (Typ.) 1 FPFNn <br /> m Conc. Planking <br /> a Proposed Concrete Planking 2' from rail. ® Variable Depth Asphalt Concrete Overlay. <br /> to be placed by Railroad crews, .6 .6 <br /> v, prior to construction. 0.00 Depth of Asphalt Concrete Pavement Planing. <br /> m N 0 <br /> Q y g w A Limits of Asphalt Concrete Pavement Planing. <br /> N o R Conform to Existing Radii. <br /> Direction of Flow <br /> BEGINNING OF PROJECT .54„ 4drn7y <br /> n _ y�1�1�. 025' Depth of Asphalt Concrete Overlay. <br /> g <br /> f COUNTY OF SAN JOA UIN SCALE AS SHOWN PLAN LIVE OAK ROAD RESURFACING Sheet No. <br /> m (C.C.T.Co.R.R. to State Route Highway 88) 3 of 9 <br /> DRAWN BYDATE PROJECT ENGINEER I DATE CHECKED DATE <br /> � SUI MIT7ED IP`�.TLE COMMENDED DATE <br /> d'....yrs .YaEn 6/99 -,5, I H �d wolf fuw*'�i 17ZIM <br />