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1’-4"6"4 1/2"4 1/2"4"7" <br />10"1"1"1"1 1/2"1"1"1 1/2"SECTION B-BELEVATION SECTION C-C <br />1" <br />1 1/2"1’-0"R(typ.)B <br />B <br />C <br />C1’-6"2’-7 1/2"1’-0" <br />1’-0" <br />1"1"1"2" <br />(typ.) <br /> min. <br />2" cl. <br />Concrete bridge deck <br />Top of deck <br />SECTION D-D <br />D D1’-4"1’-6" <br />#5E <br />1’-0"1"1"1 1/2"1 1/2"5"6" <br />10" <br />2" <br />10"4 1/2"4"5"Bar <br />#7E Bent <br />5700E <br />5702E5702E <br />3 1/2"3 1/2"(typ.) <br />8" <br />(typ.) <br />10" <br />(typ.) <br />1 1/2" <br />(typ.) <br />1 1/2" <br />(typ.) <br />1" <br />(typ.) <br />6" <br />(typ.) <br />1" <br />STANDARD DRAWING NO. <br />INDIANA DEPARTMENT OF TRANSPORTATION <br />E 706-BRTX-02 <br />WINDOW DETAILS <br />RAILING, TX <br />SEPTEMBER 2012 <br />4 4 <br />for details. <br />Construction joint type A. See Standard Drawing E 702-CJTA-01 4 <br />diagrams. <br />See Standard Drawing E 706-BRTX-04 for reinforcing-bar 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 <br />1 1/2" <br />1" <br />1 1/2"6 1/2"3’-6"#5E <br />3 1/2"3 1/2"3"2’-8"3’-6"3 1/2"1" <br />Bar <br />#7E Bent