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a 10 20 N <br /> S CELE IH FEET <br /> RYAry <br /> IS!, No. C23341 <br /> Place Wood Posts • EV 12-31-0 <br /> Approach Railing <br /> Place Terminal System Transition (Typ.) CIVAL <br /> nc' � <br /> (Type ET), Typ. Refer to <br /> Refer tor d R.S.P. S.P. A77J — `/� � <br /> A77M for details. _ for details. <br /> 50' 31 ' End Section (Typ.) <br /> Refer to S.P. A77J <br /> Existing A.C. Dike— <br /> Existing A.C. Dike / p Q <br /> - ---._ . ^ t_ - - - - -. .. - - - - . - - - - - - in R --- _- - <br /> I <br /> 7 CY_ CONSTRUCTION \ \ <br /> STA. 415+00 \ Howard Road A\ STA. 419+00 CONSTRUCTION <br /> U LLL <br /> w > Bridge No. 29C-231 <br /> s <br /> D - - <br /> 1 <br /> -13 <br /> 1Existing <br /> LExisting A.C. Dike co A.C. Dike <br /> I' <br /> N <br /> R & D existing metal ' <br /> tube approach railing R & D lexisting curved metal <br /> (Typ. NE & SW cornertube approach railing See Sheet 8 for details. <br /> . LPP 9 (TYP. NW <br /> u n & SE corner). Refer to Sheet 8 <br /> ` m for typical approach rail connection <br /> n detail with metal box spacer. <br /> N <br /> COUNTY OF SAN JOAQUIN SCALE AS NOTED BRIDGE RAILING HOWARD ROAD RESURFACING Sheet No. <br /> t PLAN (Roberts Road to Wolfe Road) 8 of 11 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED f DATE SUBMITTED DATE .,APPROVAL <br /> �RECOMMENDED D/ATE <br /> �47a, '1�9-u2 vgvoepZ"All v <br />