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0.25A.C. Overlay (� N <br /> Existing Conc. Headwall to remain in place L Const. <br /> 62.5' MBGR (Typ.) N <br /> See Details below Existing Irrigation Canal <br /> R/W f-y <br /> --- R/W <br /> E.P. / ----7\ ----T---- ---- - -- - --- -�--- E.P. <br /> / <br /> 0 0 <br /> v <br /> (D N <br /> 76 77 78 79 80 <br /> 0 0 <br /> a v <br /> E.P. E.P. <br /> m <br /> i <br /> 0 <br /> Concrete headwall to <br /> M R/W be removed by others R/W <br /> 0 <br /> PLAN <br /> Place 25 L.F. Metal Beam <br /> o Guard Railing with Wood <br /> D Blocks and Posts (Type 1 M Flare) <br /> a Refer to S.P. A77A, A77B, A77C, Existing Conc. Headwall <br /> ° R.S.P. A77D, AND R.S.P. A77F to remain in place - <br /> U' for Details (Typical) <br /> 37.5' <br /> ATerminal Section 27 <br /> (Type SRT) <br /> E.P. E.P. ESS�, <br /> K� <br /> A y Hi�J <br /> Z 4' (Typ.) Terminal Section No. 21258 <br /> w _ 5' (Type SRT) * Up. 9-30-01 <br /> C CC � 5 sf Q <br /> 5 <br /> 37. 9 <br /> �l(7.c�.l Q. ¢.✓� cA.CC u.�N,n..c.,�` TF CIVI <br /> M CALK() <br /> METAL BEAM GUARD RAILING DETAIL <br /> Z 0 <br /> COUNTY OF SAN JOAQUIN No scALE PLAN WEST RIPON ROAD RESURFACING sheet <br /> (Austin Road to Ripon City Limits) 5 of 7 7 <br /> DRAWN BY DATE I PROJECT ENGINEER DATE <br /> � CHECKED <br /> ECKED AE SUBMITTED DATE APR RECOMMENDED DATE <br /> 7/98 <br /> Al.W- 44,i Nile ��li <br />