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

This document is a set of engineering design drawings for runoff station rehabilitation and demolition work.

The drawings depict the location plan and detailed demolition and construction plans for multiple runoff stations (SW12, SW17, and W10) at a project site. Key work requirements include: demolition of existing wood floors with replacement by concrete slabs on grade; removal of existing structures at designated stations; installation of new concrete work and structural elements; and retention of existing outfall structures without demolition or new concrete retaining walls. The plans show both demolition phases and new work phases for each station, including plan views, sections, and elevation details. Accompanying photographs document current conditions at the stations. Sheet keynotes reference specific construction requirements and coordination needs, including notation that steel beam requirements must be coordinated with the Contracting Officer Representative and site staff. The drawings are dated December 22, 2023, and are prepared by STY engineering firm, indicating this is part of a formal construction project specification or contract package requiring contractor implementation of the detailed design shown.