My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
4. Norfolk Southern Rail Road Bridge_COA 2021-0902
sbend
>
Public
>
Historic Preservation
>
2021
>
September
>
4. Norfolk Southern Rail Road Bridge_COA 2021-0902
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
9/15/2021 4:37:18 PM
Creation date
9/15/2021 4:35:45 PM
Metadata
Fields
Template:
South Bend HPC
HPC Street Address
Norfolk Southern Railroad Bridge
HPC Document Type
Certification
HPC Local Landmark
i. South Bend
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
48
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Show annotations
View images
View plain text
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)
The URL can be used to link to this page
Your browser does not support the video tag.