Attachment 3 REV-1 - Temple Runoff Stations Dwgs 2 - Base.pdf

PDF 3 MB Posted

Attached to
Runoff Stations Concrete Repairs (Riesel, TX) Federal contract opportunity
Solicitation number
1232SA26Q0455
Issued by
Department of Agriculture Agricultural Research Service

About this file

This document is a set of technical design drawings and plans for runoff station renovation projects dated December 22, 2023.

The document contains architectural and engineering drawings for multiple runoff stations (SW12, SW17, and W10) that require renovation work. Key work scope includes demolition and reconstruction plans for each station, with specific notes indicating that outfall structures can remain in place with no demolition or new concrete retaining walls required. At runoff station SW12, existing wood flooring must be demolished and replaced with a concrete slab on grade. The drawings provide detailed demolition plans and new work plans for each station, including floor plans, elevation views, and cross-sectional details. Multiple photographs document existing conditions at various stations, showing concrete structures, drainage infrastructure, and surrounding terrain. The plans include sheet keynotes referencing specific construction details and coordination requirements, with notation requiring coordination with the Contracting Officer Representative (COR) and site staff regarding steel beam specifications. The document serves as the technical specification basis for the renovation contract, presenting both current conditions and proposed construction solutions for the water runoff management infrastructure improvements.

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Text version

12/22/23

BASE

BASE

BASE

RUNOFF STATION -

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NOTE:

Outfall structure can remain as is. No demolition or new concrete retaining walls.

NOTE:

Outfall structure can remain as is. No demolition or new concrete retaining walls.

NOTE:

DEMO EXISTING WOOD FLOOR AND

REPLACE WITH CONCRETE SLAB ON GRADE,

SEE SECTION 2 / S4-107

RUNOFF STATION -

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Outfall structure can remain as is.

No demolition or new concrete retaining walls.

NOTE:

Outfall structure can remain as is.

No demolition or new concrete retaining walls.

RUNOFF STATION -

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Coordinate requirements realted to keynote D1 for steel beam with COR and site staff.

RUNOFF STATION -

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