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5.5 MG Sand Hill Reservoir No. 2 Roof Study and Replacement (On -going) <br />City of Menlo Park <br />Morad Fakhral <br />Senior Project Manager <br />(650)330-6600 <br />Gary Ho, PE, SE, <br />Project Manager <br />Subhash Patel, PE, SE <br />Technical Advisor/QA <br />Dr. Hui Wu, <br />Structural Engineer <br />The Sand Hill Reservoir No. 2 Roof Replacement, Design and Engineering Services for Construction, Plans, Specifications & Cost Estimates <br />addresses the City of Menlo Parks' decaying water storage infrastructure and helps the City increase system reliability. Beyaz & Patel, as the <br />prime consultant, provided project management, addressed all project concerns and delivered final construction drawings, including plans, <br />specifications and cost estimates. <br />Gary He, PE, SE, <br />City of San Carlos <br />Lead Structural Engineer <br />Robert Weber, PE <br />Subhash Patel, PE, SE <br />Project Manager <br />Principal Structural Engineer <br />(858) 413-2400 <br />Dr. Hui Wu, <br />Structural Engineer <br />Beyaz & Patel provided the structural design for two 0.4 MG circular above -ground prestressed concrete tanks. One tank is 48 feet in diameter <br />and 31 feet tall and the other tank is 50 feet in diameter and 31 feet tall. <br />Vista Irrigation District <br />Brian Smith <br />Vista Irrigation District <br />(760) 597-31 16 <br />BEYAZ & PATEL <br />Subhash Patel, PE, SE <br />Lead Structural Engineer <br />Gary Ho, PE, SE, <br />Senior Structural Engineer <br />DUDEK <br />Neil Harper, PE <br />Project Manager <br />Beyaz & Patel provided structural services, under the project management of Dudek, for the design of a new 5.3 MG partially buried circular <br />prestressed concrete reservoir, control valve and pressure reducing station vault. Work included review of the geotechnical report prepared by <br />the geotechnical consultant; preparation of detailed structural drawings and details; determination of the structural elements of the reservoir <br />outlet sump; preparation of the structural calculations for the project; review of the accuracy of the technical specifications provided by the <br />client; and preparation of 30%, 90%, and 100% design drawings. During construction, on an as needed basis, reviewed structural submittals, and <br />provided technical support and on -site construction observation services. <br />City of Los Angeles <br />Department of <br />Water and Power <br />Joseph Resting, PE <br />Civil/Structural Design Manager <br />(213) 367-0937 <br />Subhash Patel, PE, SE <br />Lead Structural Engineer <br />Gary Ho, PE, SE, <br />Senior Structural Engineer <br />Dr. Hui Wu, <br />Structural Engineer <br />Beyaz & Patel is providing structural engineering services for the seismic retrofit of the Chlorination Station roof and interior <br />ceiling. Preliminary structural analyses showed that the roof diaphragm and interior plaster lath ceiling would be overstressed in an <br />earthquake. The seismic evaluation is being performed to determine the structural retrofit requirements needed to protect the <br />chlorination equipment <br />Beyaz & Patel <br />Statement of Qualifications I Page 10 <br />