Beyaz, &nPatel
<br />Subhash Patel, PE, SE
<br />Structural Engineer
<br />Education
<br />Mr. Patel has over 35+ years of experience providing structural engineering services for
<br />M.S., Structural
<br />on water and wastewater infrastructure. He has worked on water storage projects
<br />Engineering, University
<br />throughout California, including, prestressed concrete tanks and reservoirs, pump
<br />of California, Berkeley,
<br />stations, drainage, piping and appurtenances. He has substantial experience managing
<br />all project phases— predesign, design, bid, and construction. As the project manager,
<br />1972
<br />Subhash is responsible for our entire project team. He will coordinate and
<br />B.E., Civil Engineering,
<br />communicate with the City's project manager; schedule, budget; allocate resources,
<br />University of Baroda,
<br />assess, analyze, provide input, constructability, and biddability review; manage
<br />India, 1970
<br />construction support services; and assure all deliverables receive a thorough quality
<br />control review.
<br />Registrations
<br />Professional Record
<br />Structural Engineer, 1.0 to 5.0 MG Reservoir Repairs Phase 3, City of Oceanside, California. Managing
<br />California, No. 54233 structural engineer for condition assessment, seismic evaluation, and rehabilitation of
<br />Civil Engineer, nine prestressed concrete reservoirs and one steel reservoir ranging in size from 1.5
<br />California, No. C53540 MG to 5.0 MG. The work in Phase 3 included site investigations, condition assessment,
<br />and seismic evaluations. The reservoirs are above -ground and partially buried
<br />Professional Engineer
<br />reservoirs. The prestressed concrete reservoirs show evidence of coating deterioration,
<br />(Civil, Structural),
<br />shotcrete cover spalling, prestressed wire corrosion, and surface cracks.
<br />Washington, No.49115
<br />Sand Hill Reservoir No. 2 Roof Replacement, City of Menlo Park, Menlo Park,
<br />Affiliations
<br />California. Technical Advisor/QA providing roof -replacement design and engineering
<br />guidance for a reservoir roof that was at the end of its useful life. It had started sagging
<br />Structural Engineers
<br />and water was ponding on the flat roof of the trapezoidal reservoir. Structural
<br />Association of San
<br />connections and joist were coming loose and water was penetrating through the roof
<br />Diego
<br />causing the wood to rot. Dr. Wu provided seismic evaluation and analysis services,
<br />American Society of
<br />identified design alternatives, and assisted in the preparation of the final design for the
<br />Civil Engineers
<br />new roof construction including installation of new mixers in Sand Hill Reservoir Nos. 1
<br />and 2.
<br />1.0 MG Forebay Tank, County of Los Angeles Department of Water and Power,
<br />Kern County, California. Managing structural engineer for design of the partially
<br />buried forebay tank, a 110-foot diameter, 22-foot tall circular prestressed concrete tank
<br />with an operating capacity of 1.0 MG. The tank includes a sump at the bottom to
<br />reduce the minimum water depth in the tank to maintain submergence over the pump
<br />intake.
<br />5.3 MG "E" Reservoir, Vista Irrigation District, Vista, California. Managing structural
<br />engineer for design of a new 5.3 MG partially buried circular prestressed concrete
<br />reservoir, control valve and pressure reducing station vault. Work included review of
<br />the geotechnical report prepared by the geotechnical consultant; preparation of
<br />detailed structural drawings and details; determination of the structural elements of
<br />the reservoir outlet sump; preparation of the structural calculations for the project;
<br />review of the accuracy of the technical specifications provided by the client; and
<br />preparation of 30%, 90%, and 100% design drawings. During construction, on an as
<br />needed basis, reviewed structural submittals, and provided technical support and on -
<br />site construction observation services.
<br />
|