Amendment 0001 SL_APPROACH_ST500D.pdf

PDF 215 KB Posted

Attached to
Upstream Approach Wall Construction for the Soo Lock Complex, Sault Ste. Marie, MI.
Solicitation number
W911XK20R0003
Issued by

About this file

This document includes a federal contract solicitation and related opportunity file. The solicitation is for a firm fixed price construction contract to complete upstream approach wall construction work at the Soo Lock Complex in Sault Ste. Marie, Michigan. The scope of work involves building approach walls and includes requirements for steel, concrete, drilled shafts, and tie rod connections. The NAICS code is 237990 for other heavy and civil engineering construction. There is no set-aside designated and proposals are due via beta.SAM.gov. The primary point of contact listed for any questions is Steve Hutchens of the US Army Corps of Engineers Detroit District.

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Text version

REQ'D STEEL

REQ'D CONCRETE

THICK AT THINEST PART

FORMED TO PIPE, REQ'D MIN 5/8"

REQ'D 10" X 10" PLATFORM

EYE FROM MANUFACTURER

REQ'D DIA BASED ON TIE ROD

EYE FROM MANUFACTURER

DISTANCE BASED ON TIE ROD

THICK AT THINEST PART

FORMED TO PIPE, REQ'D MIN 5/8"

REQ'D 10" X 10" PLATFORM

THICK AT THINEST PART

FORMED TO PIPE, REQ'D MIN 5/8"

REQ'D 10" X 10" PLATFORM

FROM MANUFACTURER

OPENING BASED ON TIE ROD EYE

5"

REQ'D PADEYE (TYP)

FROM MANUFACTURER

OPENING BASED ON TIE ROD EYE

REQ'D PADEYE

5" R.

1" 1"

REQ'D PADEYE (TYP)

EYE FROM MANUFACTURER

REQ'D DIA BASED ON TIE ROD

EYE FROM MANUFACTURER

REQ'D DIA BASED ON TIE ROD

PLATFORM (TYP)

CURVITURE OF REQ'D

BEVEL PADEYE TO MATCH

PLATFORM (TYP)

CURVITURE OF REQ'D

BEVEL PADEYE TO MATCH

PLATFORM (TYP)

CURVITURE OF REQ'D

BEVEL PADEYE TO MATCH

REQ'D 48" DRILLED SHAFT

REQ'D 48" DRILLED SHAFT

REQ'D 48" DRILLED SHAFT

REQ'D 12" X 24" STEEL SLEEVE

REQ'D 12" X 24" STEEL SLEEVE

SLEEVE, SEE NOTE

REQ'D 1/2" X 24" STEEL

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DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg9:08:27 AM 5/15/2020

...\Active Projects\CG-St Marys River, MI (471310)- New Soo Lock US Approach Wall\3 - CADD\CAD_BIM\_Sheets\

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SCALE: 3" = 1' 6"0 3" 1'ST500D

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SCALE: 3" = 1' 6"0 3" 1'ST500D

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SCALE: 3" = 1' 6"0 3" 1'

REQ'D ELEVATIONREQ'D SECTION

REQ'D TIE ROD TO DRILLED SHAFT CONNECTION TIE ROD FORGED EYE

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REQUIREMENTS OF RESPECTIVE 150 KSI TIE ROD.

NOTE: TIE ROD EYE DIMENSIONS TO BE DETERMINED BY THE MANUFACTURER. MUST MEET STRENGTH

NOTE: REQ'D 1/2" X 24" STEEL SLEEVE TO BE INSTALLED ON SMOOTH BEARING CONCRETE OR STEEL SURFACE

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File details come from the government source that posted it. Updated .