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
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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Aric.Abblitt Polygon
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Aric.Abblitt Line
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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 -
Aric.Abblitt Polygon
Coordinate requirements realted to keynote D1 for steel beam with COR and site staff.
RUNOFF STATION -
Untitled
File details come from the government source that posted it. Updated .