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Last modified
6/15/2020 9:30:10 AM
Creation date
5/6/2020 4:26:59 PM
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Contracts
Company Name
BEYAZ & PATEL
Contract #
A-2020-063
Agency
PUBLIC WORKS
Council Approval Date
4/7/2020
Expiration Date
4/6/2023
Destruction Year
2028
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DUDEK <br />Features of the design include a potable water makeup vault and pipeline, a stormwater detention basin, <br />and protection of adjacent sensitive habitat. <br />Grossmont Tank Reooating and Repairs, Padre Dam Municipal Water District, El Cajon, California. Served as <br />project manager for the design of various interior repairs and recoating for the District's 1.5-MG steel standpipe <br />type reservoir. The District's reservoir has a shell height of 90 feet and is topped by a 1.1-MG upper tank owned <br />and operated by an adjoining water agency. Retrofits included replacement of a suspended catwalk structure and <br />fall protection enhancements, replacement of a roof access hatch, refurbishment of tank vents, replacement of <br />electrical equipment, the addition of ports for mixing, and a new cathodic protection rectifier. Dudek also <br />designed connections to existing 18-inch diameter welded steel yard piping for connection of a temporary <br />pressure reducing station to supply the District's customers with higher pressure water from the upper Helix <br />Water District tank. <br />Fanita Terrace Recycled Water Reservoir Structural Analysis, Padre Dam Municipal Water District, Santee, <br />California. Project manager for a seismic analysis and condition assessment of an existing 1.5-MG welded steel <br />reservoir. The assessment included cost estimates and life cycle cost calculations for four rehabilitation and <br />replacement alternatives, including repair or replacement of the existing roof due to corrosion of the rafters. <br />E Reservoir Replacement and Pump Station, Vista Irrigation District, San Diego County, California. Lead <br />engineer for the preliminary and final design of replacement of an existing 1.5-MG concrete reservoir <br />constructed in 1929 with a new 2.9-MG cast -in -place concrete reservoir customized to maximize storage at <br />the site. The project also involved design of a new 3,000-gpm, 230 feet TDH pump station to serve as a <br />backup supply to the higher zone. Geotechnical constraints at the site included very hard underlying rock <br />and a cut/fill transition beneath the existing reservoir. To mitigate this, the pump station design utilized <br />vertical multi -stage, pad -mounted pumps rather than traditional vertical turbine pumps in cans and the <br />reservoir design included removal of existing fill and backfill with controlled low strength material beneath <br />the new structure. Other improvements included a stormwater detention basin and on and off -site storm <br />drain improvements. <br />Boulder Mountain Reservoir 3 Rehabilitation, City of Poway, California. Project manager for the design of <br />improvements to an existing 1 MG steel reservoir. Upgrade work included drainage and site improvements, <br />interior and exterior tank coatings, new inlet and outlet piping, replacement of miscellaneous tank appurtenances <br />and safety features, cathodic protection improvements, and a new CMU block electrical/SCADA building. The <br />design included piping and site provisions for a future adjacent reservoir. <br />Design -Build Services for Gibbel Road Recycled Water Reservoir, Eastern Municipal Water District, Riverside <br />County, California. Project engineer for the planning and preparation of the design -build bid package for a <br />new 4-million-gallon welded steel tank and 4,000 feet of 30-inch inlet/outlet pipeline for the district's <br />recycled water system. <br />Chambers Recycled Water Tank Site Assessment, Eastern Municipal Water District, Riverside County, California. <br />Project engineer for the planning and siting of a new welded steel tank for the district's recycled water system. <br />Evaluated site adequacy, potential environmental requirements and constraints, geotechnical issues, and <br />pipeline alignment alternatives; determined drainage and overflow rates; and provided preliminary site and <br />grading plans for 4-million-gallon, 7-million-gallon, and 10-million-gallon options. <br />DUDEK Page 2of2 <br />
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