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EXISTING SECTION - "P7b" <br />Scale: 3/4" = 1'-0" <br />℄ Pier <br />3" <br />(Typ.)1'-8" PLAN - PIER No. 7 <br />Scale: 3/4" = 1'-0" <br />℄ Pier No. 7 <br />Sta. 13+60.30 <br />"PR-CLT2"5'-6" ELEVATION - PIER No. 7 <br />Scale: 3/4" = 1'-0" <br />El. 674.33 <br />El. 676.00 <br /> PROPOSED SECTION - "P7a" <br />Scale: 3/4" = 1'-0" <br />Span 6 Span 7 <br />Span 7 Interior Beam <br />El. 677.088 <br />Span 6 El. 676.835 <br />Line "PR-CLT2" <br />5'-6"5'-6"6"(Typ.)476 & 477 <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 P7a) <br />1-#5 x 10'-8" Ea. Line <br />4-#5 x 10'-8" Total Req'd <br />4 Lines (See Section P7b) <br />1-#5 x 4'-8" Ea. Line <br />4-#5 x 4'-8" Total Req'd <br />4-477 <br />4-476 <br />3" Clr.3"3 Spa. @ 9"2 7/8"3 Spa. @ 9"3"3"Span 6Span 7℄ Pier No. 4 <br />P7b <br />P7bLine "PR-CLT2"3 Spa. @ 12" <br /> Max. = 2'-6 3/4"3"3" <br />5'-6" <br />2'-9"2'-9" <br />#5 x 4'-8" <br />(Span 7, Interior) <br />3" Clr. <br />(Typ.) <br />Existing Beam Seat <br />Elev. 676.00 <br />(No Removal Required) <br /> PROPOSED SECTION - "P7b" <br />Scale: 3/4" = 1'-0" <br />℄ Pier <br />3" <br />(Typ.)1'-8"13 1/16"10"478475 <br />6"(Typ.)3" Clr. <br />#5 @ 12" Max. (Typ.) <br />Embedded Bar 6" into Field <br />Drilled Holes in Concrete (Typ.) <br />with Approved Anchor System <br />(Minimum Pullout = 36 kips) <br />Elev. 677.088Elev. 676.835 <br />5'-6" <br />2'-9"2'-9" <br />Span 6 Span 7 <br />(Interior) <br />℄ Pier <br />3" <br />(Typ.)1'-8"10"7 1/16"476 477 <br />6"(Typ.)3" Clr. <br />#5 @ 12" Max. (Typ.) <br />Elev. 676.835 Elev. 676.588 <br />5'-6" <br />2'-9"2'-9" <br />Span 7Span 6 <br />Span 7 Exterior Beam <br /> El. 676.588 (Typ.)475 & 478 <br />#5 x 10'-8" <br />(Span 6) <br />#5 x 10'-8" <br />(Span 7, Exterior) <br />6-4754-476 <br />6-4784-477 <br />4 Lines (See Section P7a) <br />1-#5 x 10'-8" Ea. Line <br />4-#5 x 10'-8" Total Req'd <br />P7a <br />P7a <br />6"6"5 Spa. @ 12" Max. = 4'-7 1/2" <br />3'-0" <br />2'-6"2'-6" <br />5'-0"3'-0" <br />3 Spa. @ 12" <br /> Max. = 2'-6 3/4" <br />Embedded Bar 6" into Field Drilled <br />Holes in Concrete (Typ.) with <br />Approved Anchor System <br />(Minimum Pullout = 36 kips) <br />1'-4 1/2"1'-4 1/2"1'-4 1/2"1'-4 1/2" <br />℄ Brg.℄ Brg. <br />1'-4 1/2"1'-4 1/2"1'-4 1/2"1'-4 1/2" <br />℄ Brg.℄ Brg. <br />℄ Brg. <br />℄ Brg.1'-4 1/2"1'-4 1/2"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 />17 39 <br />1401811 <br />PIER No. 7 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 12-16 & 18. <br /> NOTES: