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CT <br />o' <br />Lo <br />0 <br />N <br />CD <br />n <br />N <br />M <br />LOM <br />Doz <br />Z <br />,a,. O <br />Q vu <br />ti Z <br />0' 10' 20' <br />S C A L E I N F E E T <br />Place Wood Posts <br />Place Wood Posts <br />Approach Railing <br />Approach Railing <br />Place Terminal System <br />Transition, Typ. <br />R & D existing MBGR and Posts, and place Thrie <br />Transition, Typ. Place Terminal System <br />(Type ET), Typ. Refer to <br />Refer to S.P. <br />Beam Barrier and W6x15 Steel Posts on <br />existing <br />Refer to S.P. (Type ET), Typ. Refer to <br />1999 R.S.P. A77M for details. A77J for details. <br />Anchor Bolts. Refer to RAIL POST DETAIL, <br />Sheet 10. <br />A77J for details. 1999 R.S.P. A77M for details. <br />50'-0" <br />25'-0" <br />i <br />118'— 9 <br />25'-0" <br />50'-0" <br />i <br />Place 6'-3" <br />Transition Section <br />* <br />MBGR to <br />Thrie Beam, Typ. <br />Refer to S.P. <br />A78C for details. <br />v <br />i �_ liil � <br />111 <br />EP <br />---�--- <br />EP <br />Clements Road <br />23 <br />Bridge No. 29C-214 24 <br />25 <br />EP — <br />�/ <br />L--- <br />EP <br />`O <br />r <br />RECORD DRAWING <br />Corrections By <br />No Changes By <br />R & D existing MBGR and Posts, and place Thrie <br />Beam Barrier <br />Date <br />and W6x15 Steel Posts on existing <br />Anchor Bolts. Refer to RAIL POST DETAIL, Sheet 10. <br />Any Person Using This Dra miinC, ^ho jild �/Qrff% <br />#A Wonmation BY insn-4Ctinu 1 ra Site CA wi <br />118'-9" <br />COUNTY OF SAN <br />JOAQUIN <br />SCALE: <br />1 " = 20 <br />BRIDGE NO. 29C-214 <br />CLEMENTS ROAD RESURFACING Sheet No. <br />RAILING LAYOUT <br />(COMSTOCK ROAD TO HARNEY LANE) 8 of 15 <br />DRAWN BY <br />DATE <br />PROJECT ENGINEER <br />DATE <br />CHECKED <br />DATE <br />SUBMITTED <br />DATE APPROVAL RECOMMENDED DATE <br />S (y a <br />5%4a\ <br />\ <br />/•.) <br />S/4/�\ <br />"� u� <br />5 /l old/ S 1/ <br />/. <br />Q vu <br />