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ELEVATION <br />SECTION E-E <br />SECTION G-G <br />F <br />F <br />G G <br />2’-0"3’-2 1/2"1’-0"2" <br /> 1/2" <br />#5E <br />3 1/2"6"1"1"1" 1/2" 1/2"1 1/2" <br />1"1 1/2"1 1/2" <br />10"8"X2’-0"X <br />3 1/2"3 1/2"1’-0"1"1"1 1/2"1 1/2"E <br />E <br />SECTION F-F3’-1 1/2"3’-2 1/2"1’-0"2" <br />1" <br /> 1/2" <br />#5E <br />3 1/2"3 1/2"6 1/2"3’-6"3’-6"Concrete bridge deck <br />Top of deck <br />Notch 1 1/2" width <br />X 3"(typ.) <br /> min. <br />2" cl.5"1" <br />5700E <br />Bar <br />#7E Bent <br />5702E <br />Bar <br />#7E Bent <br />STANDARD DRAWING NO. <br />INDIANA DEPARTMENT OF TRANSPORTATION <br />E 706-BRTX-03 <br />SEPTEMBER 2012 <br />SPAN PILASTER <br />RAILING, TX <br />5 5 <br />4 <br />4 <br />number of window openings. <br />Adjust dimension X to fit the span length, depending upon the 5 <br />details. <br />Construction joint type A. See Standard Drawing E 702-CJTA-01 for 4 <br />See Standard Drawing E 706-BRTX-04 for reinforcing-bar diagrams.3. <br />All chamfered edges shall be 3/4".2. <br />All reinforcing bars designated E shall be epoxy coated.1. <br />NOTES <br />/s/ Richard L. VanCleave 09/04/12 <br />DATESUPERVISOR, ROADWAY STANDARDS <br />/s/ Mark A. Miller 09/04/12 <br />DATECHIEF ENGINEER <br />STATE OF <br />No. <br />AAD <br />I <br />N I NPROFES <br />O <br />I <br />S <br />N LA <br />NE <br />IGENRERGEISTERDE RICHARD L. V <br />anCLE <br />A <br />VE <br />9750