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EXISTING SECTION - "P2" <br />Scale: 3/4" = 1'-0" <br />℄ Pier <br />2'-9"2'-9" <br />3" <br />(Typ.)1'-8"3'-7 1/8"5'-3 1/8"5'-6" <br /> PLAN - PIER No. 2 <br />Scale: 3/4" = 1'-0" <br />℄ Pier No. 2 <br />Sta. 10+98.10 "PR-CLT2"5'-6" ELEVATION - PIER No. 2 <br />Scale: 3/4" = 1'-0" <br />El. 673.49 <br />El. 675.16 <br /> PROPOSED SECTION - "P2" <br />Scale: 3/4" = 1'-0" <br />℄ Pier <br />2'-9"2'-9" <br />3" <br />(Typ.)1'-8"5'-6" <br />2'-9" <br />Existing Beam Seat <br />Elev. 675.16 <br />Existing Beam Seat <br />Elev. 678.75 <br />Span 1 Span 2 <br />3'-6"9 1/4"421 <br />422 <br />6"(Typ.)3" Clr. <br />#5 @ 10" Max. (Typ.) <br />Span 1 Span 2 <br />Field Drilled Holes <br />in Concrete (Typ.) <br />Elev. 678.656 <br />Elev. 675.934El. 678.656 <br />El. 675.934 <br />Line "PR-CLT2" <br />5'-6"5'-6"6"(Typ.)#5 in Span 1 <br />(See Section P2) <br />12-421 (Span 1) <br />12-422 (Span 2) <br />Embedded Bar 6" into Field <br />Drilled Holes in Concrete (Typ.) <br />with Approved Anchor System <br />(Minimum Pullout = 36 kips) <br />5'-6"5'-6"2'-0"2'-10"2'-9"2'-9"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 />9 Lines (See Section P2) <br />1-#5 x 10'-8" Ea. Line <br />9-#5 x 10'-8" Total Req'd <br />12-422 <br />12-421 <br />3" Clr.3"3 Spa. @ 9"3"3 Spa. @ 9"3"3"Span 1Span 2℄ Pier No. 2 <br />P2 <br />P2Line "PR-CLT2"11 Spa. @ 12" Max. = 10'-6" (Spacing for 421 & 422)3"3" <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)Removal Limits1'-4 1/2"1'-4 1/2" <br />1'-4 1/2" <br />℄ Brg. <br />℄ Brg. <br />℄ Brg. <br />℄ Brg.1'-4 1/2"1'-4 1/2"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 />12 39 <br />1401811 <br />PIER No. 2 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 13-18. <br /> NOTES: