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EXISTING SECTION - "P3" <br />Scale: 3/4" = 1'-0" <br />℄ Pier <br />2'-10"2'-10" <br />3" <br />(Typ.)1'-8"5'-8" <br /> PLAN - PIER No. 3 <br />Scale: 3/4" = 1'-0" <br />℄ Pier No. 3 <br />Sta. 11+58.10 "PR-CLT2"5'-8" ELEVATION - PIER No. 3 <br />Scale: 3/4" = 1'-0" <br />El. 673.39 <br />El. 675.06 <br /> PROPOSED SECTION - P3 <br />Scale: 3/4" = 1'-0" <br />℄ Pier <br />2'-10"2'-10" <br />3" <br />(Typ.)1'-8"5'-8" <br />Existing Beam Seat <br />Elev. 675.06 <br />Span 2 Span 3 <br />13 1/4"11"432 433 <br />6"(Typ.)3" Clr. <br />#5 @ 10" Max. (Typ.) <br />Span 2 Span 3 <br />Field Drilled Holes <br />in Concrete (Typ.) <br />Elev. 676.166 <br />Elev. 675.984 <br />Span 2 El. 676.166 <br />Span 3 El. 675.984 <br />Line "PR-CLT2" <br />5'-6"5'-6"6"(Typ.)#5 in Span 1 <br />(See Section P3) <br />12-432 (Tall Step) <br />12-433 (Short Step) <br />5'-6"5'-6"2'-0"2'-10"2'-10"2'-10"3' <br />- <br />1 <br />0 <br />" <br /> <br />± <br />4 Lines (See Section P2) <br />1-#5 x 10'-8" Ea. Line <br />4-#5 x 10'-8" Total Req'd <br />4 Lines (See Section P2) <br />1-#5 x 10'-8" Ea. Line <br />4-#5 x 10'-8" Total Req'd <br />12-433 <br />12-432 <br />3" Clr.3"3 Spa. @ 9"3"3 Spa. @ 9"3"3"Span 2Span 3℄ Pier No. 3 <br />P3 <br />P3Line "PR-CLT2"11 Spa. @ 12" Max. = 10'-6" (Spacing for 432 & 433)3"3" <br />(No Removal Required) <br />(Typ.) <br />#5 in Span 2 <br />(See Section P3) <br />3" Clr. <br />3" Clr. <br />(Typ.) <br />Embedded Bar 6" into Field <br />Drilled Holes in Concrete (Typ.) <br />with Approved Anchor System <br />(Minimum Pullout = 36 kips) <br />℄ Brg. <br />℄ Brg.1'-4 1/2"1'-4 1/2"1'-4 1/2"1'-4 1/2"1'-4 1/2" <br />℄ Brg.℄ Brg. <br />1'-4 1/2" <br />DESIGNED: <br />CHECKED: <br />DRAWN: <br />CHECKED: <br />RECOMMENDED <br />FOR APPROVAL <br />DESIGN ENGINEER DATE <br />SHEETS <br />of <br />VERTICAL SCALE <br />HORIZONTAL SCALE <br />CONTRACT <br />BRIDGE FILE <br />PROJECT <br />DESIGNATION <br />SURVEY BOOKCJDDJZ <br />BSF CJD <br />AS NOTED <br />AS NOTED <br />- <br />1401811 <br />- <br />R-38065 <br />13 39 <br />1401811 <br />PIER No. 3 DETAILS <br />COAL LINE TRAIL OVER ST. JOSEPH RIVER <br />INDIANA <br />DEPARTMENT OF TRANSPORTATION <br />File Name: P:\RD\C3D\16-406\Bridge\Dwg\Plans\Piers.dwg Plot Date: 7/23/2021 Plotted By: David Zola8440 Allison Pointe Boulevard, Suite 200 <br />Indianapolis, IN 46250 <br />Phone 317-895-2585 <br />www.ucindy.comConsulting <br />UNITED <br />For Reinforcing Bar Notes, see Std. Dwg. 703-BRST-01. <br />For General Notes, see sheet 6. <br />For Additional Pier Details, see sheets 12 & 14-18. <br /> NOTES: <br />Embedded Bar 6" into Field Drilled Holes in <br />Concrete (Typ.) with Approved Anchor <br />System (Minimum Pullout = 36 kips)