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Relevant Projects Completed in the Last Five Years <br />The Beyaz & Patel's team has >>, <br />ls.'LCUOn Sdi rJi :-)I <br />i; rvDw rD:)f r-cn <br />Recent projects (within the last five years) are detailed below and the services that were provided are similar to those detailed in <br />the RFP. We feel these projects demonstrate our team's extensive qualifications managing reservoir study and design phase services. <br />A summary table follows with the project, staff and services that the Beyaz & Patel team has provided on similar projects. More <br />detailed project descriptions follow and include references. <br />Project Name in Photo <br />Agency Name <br />w <br />t^ c <br />e <br />c <br />a <br />Contact and Phone <br />Team ilem6en9 <br />E <br />eo <br />m� <br />E <br />w <br />o <br />u <br />v y <br />v <br />Q <br />m <br />E c <br />� u <br />c" <br />m <br />ai <br />o. w <br />ii= <br />w H <br />> <br />Project• <br />Date <br />• Hills ReservoirNo. I Seismic <br />Evaluation. Design <br />(2018) <br />BEYAZ & PATEL <br />City of Oceanside <br />Subhash Patel, PE, SE <br />Greg Keppler, PE, QSD <br />Lead Structural Engineer <br />Engineering Project Manager <br />Gary Ho, PE, SE, <br />(now with) Vista In igation <br />Senior Structural Engineer <br />6 <br />6 <br />6 <br />6 <br />& <br />District <br />DUDEK <br />(760) 597-3136 <br />Neil Harper, PE <br />Project Manager <br />After completing a condition and seismic assessment of the Morro Hill Reservoir No. I as a subconsultant to Dudek, it was determined that <br />seismic retrofits and structural repairs were needed to minimize earthquake vulnerability and ensure the safety, security, and reliability of the City <br />of Oceanside's water supply. Services provided by Beyaz & Patel for the Morro Hills No. I —an above ground, 5.0 MG prestressed concrete <br />reservoir included structural engineering analysis to define additional details specific to the site, apply site specific parameters from the <br />geotechnical investigations, and develop design alternatives and final detailed design for structural repairs and upgrades. Analysis included <br />structural calculations to assess the seismic resistance and code compliance and finite element analyses to optimize the structural design. Final <br />design included a complete seismic retrofit of the reservoir. Structural deficiencies included a lack of seismic cable, circumferential hoop <br />overstress, dome roof ring girder overstress, extensive concrete cracking on roof slab, and extensive concrete cracking on floor slab. The <br />retrofit addressed these deficiencies by adding seismic cables to address the overturning coverings, adding to wire strands to wall and roof ring <br />girder to mitigate hoop overstress, and repairs to the concrete cracks in the roof and Floor slab. <br />3.0 MG Heme Hills Reservoir• . Retrofit (2018) <br />BEYAZ & PATEL <br />City of Oceanside Subhash Patel, PE, SE <br />4 Greg Keppler, PE, QSD Lead Structural Engineer <br />Engineering Project Manager Gary Ho, PE, SE, ♦ • ♦ • • <br />(now with) Vista Irrigation Technical AdviserlQA <br />District DUDEK <br />(760) 597-3136 Neil Harper, PE <br />Project Manager <br />Beyaz & Patel provided structural engineering services, as subconsultant to Dudek, to the City of Oceanside under for a 3.5 MG pre -stressed <br />concrete, 50-year-old dome structure with painted gunite covering the walls. Subhash supervised the tasks involved with the structural <br />engineering analysis, reviewed and approved details specific to the site, reviewed site -specific parameters from the geotechnical investigations, <br />aided in the development of design alternatives and delivered the final detailed design for seismic retrofit repairs and upgrades. <br />Beyaz & Pate( <br />Statement of Qualifications I Page 9 <br />