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Inside face of TS vertical member <br />steel truss bridge --� %^ <br />l 1/2" OD Pipe <br />Handrail, HD Gal, —t <br />1/2"0 Rod, HD Gal <br />T e <br />� x <br />Typ��f <br />3/16 <br />E <br />Typ ®,erticals <br />Llxix3/t6 cont, welded <br />safety rolls, <br />PPE HANDRAL DETAL <br />Na Scale <br />R=X + 1 1/2" x <br />1/2"0 Rod, / <br />H.D. <br />! r" <br />1 t/2"m Pipe _ i <br />rfondra'I. <br />H D, GcI,.�� / /� <br />' 1 x I x <br />`r—` closure <br />/a plate <br />TS End post <br />PPE HANDRAL END DETAL <br />No Scale <br />nates <br />1. Reinforced c rete 1111 1 <br />nmetol deck shalt/ be per <br />bridge m nutacturer c d—I" .Deck r nfor cement to be <br />epoxy coot etl per specifications. Us eem <br />nforcement shown if m nutoct ur er `s requlmements are <br />less than shown. All elated details shall be per <br />bridge mon. f act er er's design. <br />2. Contractor shall v rlfy all controlling field <br />dimensions before ordering or Yobr icat ing any mat erlal. <br />IXW++�ruioa0 ruui.mrs+o mr��-�amli��v roimy Ln/xiw v.os.�x ,.., .vm <br />10'-0' Clear between handrails <br />3" 5'-0" 5'—D" 3- <br />B Line = <br />Cp Truss—� <br />TS Top chord, Typ—tet <br />Pipe Handrail, <br />HID Ga lv. Typ Pref abr'cated Steel Truss <br />TS verticals, Typ r safety ails �� Bridge (Pa nted Steel) <br />_1 / L 1x1 x3/16, Typ � <br />4" cont. e �' <br />_�T�e Prx ate, Trp PG Future 14"0 Water Line <br />�(by others) <br />TS Diagonals, Typ, <br />'Future 4'm Comnun cot ion <br />Condu t (by others) <br />TS Oct tam k entls--y, <br />Ta^cr s beams <br />d b,.c,c. braceTyp ..., ��.... ,. <br />LW c c fill fn metal decking <br />w/ min. S4 ® 12" D.C. In g. and <br />µ4 0 18" D.C. trans. See Note 1. <br />TYPICAL SECTION <br />1/2" — r—o" <br />For deck joint etas ure <br />Cp Pier plate see Sheet 12. <br />11 <br />Y _ <br />- <br />I ee ar ing Plnte <br />\\ \\ Elastohicr'c Bearing Pad <br />//i �\ <br />1 2- car <br />Flied bearing L3/4- clr <br />F' Expansion bearing <br />DETAL A <br />No scare <br />