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Z <br /> 24"0-5'0" <br /> CIDH Conc. <br /> Footing <br /> Connection <br /> Detail B <br /> SP A77K <br /> 681 ' 3" M.B.G.R. <br /> 10 X10" X 5'4" D.F. Posts <br /> l SysteR6.X8., D.F. Posts & Blocks <br /> 87X8" D-F- Blocks <br /> (em Yp6P(tyge + yi .�-- <br /> ` 3'116" TYP. — — -� - — — - <br /> o+ 37 LF. �TYP ) - - - - - - - <br /> BR. N0. C <br /> a 117 29C-392 <br /> N 187'6" MBGR N� Q�Q26 <br /> 115 •. MRGZ N <br /> 6'3" Typ. aJ <br /> n <br /> 11 -- L <br /> 3 3'1112" TYp. � <br /> T <br /> 6 Terminal System Terminal Section Yp o 24"0-5'0" <br /> U-)V n 'nT e SRT) (Type A), Typ. 4 Loc. a CIDH Conc. t <br /> i n + (Type <br /> R oSP A77B c Footing <br /> 37.5 L.F. Connection <br /> ° Detail B <br /> 8 6"X8" D.F. Posts & Blocks a <br /> ' SP A77K <br /> 8 <br /> a <br /> 6'X8" D.F. Posts & Blocks <br /> p 10"X10" X 5'4" D.F. Posts <br /> f 8'X8" D.F. Blocks <br /> M <br /> A <br /> N <br /> M Refer to Standard Plans for Metal Beam <br /> M Guard Roiling Details: A77A, A77B, A77C <br /> o A77F, A771-1, & A77K. <br /> ILO-Z, Dimensions shown are to face of railing. <br /> COUNTY OF SAN JOAQUIN N� RAILING PLAN THORNTON ROAD RESURFRACING sheet No. <br /> (Walnut Grove Rood to Sacramento County) 5 of 6 <br /> DRAWN BY DATE PRO.�CT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVA COMMENDED DATE <br />