Attachment G - FP PH1 Surge Tank Roof STEP 1 Drawing-2.pdf

These architectural drawings are detailed technical plans for the Power Plant at Fort Peck Dam, specifically showing the West and South Elevations (first page) and the Surge Tank Deck & Roof Deck floor plan (second page). The documents are part of the W9128F25BA002 solicitation for the Fort Peck PH 1 Surge Tank Roof Replacement project. The drawings include precise architectural measurements, structural details of a historically significant structure constructed in the 1940s, and are prepared by the U.S. Army Engineers District in Omaha, Nebraska. The drawings will be used for a restoration project involving the removal and replacement of roofing materials while maintaining the historical integrity of the dam's surge tank roof, which is 272.48 feet above grade, has an 8:12 slope, and spans 40 feet in diameter, covering approximately 2,500 square feet.