W912P525BA005 RTA PLANS WILLIAMS STREET DETENTION STRUCTURE - Amendment 0001 - 11JUN2025.pdf
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- Solicitation number
- W912P525BA005
About this file
This technical drawing is a detailed design specification for a double swing gate for the Williams Street Detention Structure project in Cleveland, Tennessee, part of a flood risk management contract. The document (Sheet C-504) provides comprehensive engineering details for gate construction, including specific requirements such as gate frames being a minimum 1.90" nominal (round or square), construction with drop sections, and specifications for truss rods, hinges, latch assemblies, and drop rod foundations. The drawing includes elevation views, gate post schedules, standard hinge details, latch assembly diagrams, and general notes outlining gate construction standards, all prepared by the U.S. Army Corps of Engineers Nashville District for the W912P525BA005 solicitation.
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CERTIFIED FINAL DOCUMENTS - RTA
C-504
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®of Engineers
US Army Corps
P lo t T im e
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SHEET ID
RIGID CONSTRUCTION OF ALL GATES SUPPLIED.
CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER
TRUSS RODS TO BRACE ALL WELDED GATE FRAMES. THE
WELDED HORIZONTAL BRACE MAY BE USED IN LIEU OF
USING HEAVY FITTINGS. AT CONTRACTORS OPTION A
WELDED CONSTRUCTION OR SHALL BE ASSEMBLED
OR NOMINAL (SQUARE). GATE FRAMES SHALL BE OF
ALL GATES SHALL BE A MINIMUM 1.90" NOMINAL (ROUND) 3.
RODS, PADLOCKS, AND LATCH ASSEMBLY.
SWING GATES SHALL BE CONSTRUCTED WITH DROP 2.
SECTIONS AND METHODS OF INSTALLATION.
ARE NOT INTENDED TO LIMIT OTHER TYPES OF FENCE
DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND 1.
GENERAL NOTES:
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