Attachment D_Reference Drawings.pdf

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Attached to
Eisenhower Lock Tunnel Pressure Grout Repairs
Solicitation number
6923G526Q0069
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About this file

These are architectural and engineering drawings for the St. Lawrence Seaway tunnel section, specifically detailing the "Section Thru Lock" and "Section Thru Embankment" components of the St. Lawrence Seaway Development Corporation's Iroquois Lock facility. The drawings are dated October 1955 and were prepared by the Saint Lawrence Seaway Development Corporation in cooperation with the U.S. Army Corps of Engineers.

The documents contain detailed technical specifications for tunnel construction, including cross-sectional profiles, longitudinal sections, and construction details. The drawings show concrete reinforcement specifications, drainage duct access points, ceiling reinforcement for slab construction, and embankment construction methods. Multiple detail callouts address specific structural elements such as handrails, joints, waterproofing requirements, and slope configurations. The drawings include dimensioned plans at various scales (1:16" and 1:32" scales noted) with extensive notes regarding concrete specifications, reinforcement placement, and construction sequencing. These are "As Constructed" drawings that document the completed tunnel facility, demonstrating the final engineered condition of the lock infrastructure as built.

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File Type Posted
6923G526Q0069 QA.pdf PDF
6923G526Q0069A00001.pdf PDF
Attachment A_SOW.pdf PDF
RFQ 6923G526Q0069.pdf PDF
Attachment B_Pricing Sheet.xlsx XLSX spreadsheet
Attachment C_Davis Bacon WD.pdf PDF
Attachment E_Spetec-F400-TDS.pdf PDF

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Text version

326-C-20-50 Tunnel Section thru Lock.pdf

326-C-20-51 Tunnel Section thru Embankment.pdf
SLS-326-R-20-2 Highway Tunnel & Liftgate Sill Repair, Tunnel Repairs.pdf

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