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E-58Proven solutionsResponsive and dependable performance <br />City of Sunny Isles Beach RFQ No. 20-07-01: Continuing Professional Consulting Services (CCNA) <br /> »Design of Pump Station No. 063: Analyzed the existing <br />pump station including reviewing SCADA data, hydraulic <br />information provided by WASD, as-built information, <br />and site inspections. CES staff has identified three (3) <br />feasible locations to relocate the pump station, which <br />included several meetings with WASD and City of Miami <br />staff. Once the location was approved by all parties, a <br />Basis of Design Report (BODR) was prepared defining <br />the new location and all details necessary to complete a <br />design for the pump station relocation. <br /> »Design of Pump Station No. 348: Analyzed and <br />designed the installation of a flow meter for PS 348. This <br />design included analyzing the existing flow meter and <br />underground vault. We designed a new vault utilizing <br />some of the existing facilities. <br /> »Design of Pump Station No. 639: Analyzed and <br />designed the upgrades to PS 639. The station analysis <br />included reviewing SCADA data, hydraulic information <br />provided by WASD, as-built information, and site <br />inspections. With this data, it was concluded that this <br />station required a full conversion from a wet well / dry <br />well system. An above ground structure was completely <br />demolished, and all internal components removed. <br />The existing wet well was converted into a receiving <br />manhole, and the existing dry well area was converted <br />into a wet well and a valve vault. Finally, the pump <br />station was upgraded from 20-HP pumps to a more <br />efficient 45-HP submersible pumps. <br /> »Design of Pump Station No. 659: Analyzed and <br />designed the upgrades to PS 659. The station analysis <br />included reviewing SCADA data, hydraulic information <br />provided by WASD, as-built information, and site <br />inspections. With this data, it was concluded that this <br />station required a full conversion from a wet well / dry <br />well system. An above ground structure was completely <br />demolished, and all internal components removed. <br />The existing wet well was converted into a receiving <br />manhole, and the existing dry well area was converted <br />into a wet well and a valve vault. Finally, the pump <br />station was upgraded from 50-HP pumps to a more <br />efficient 45-HP submersible pumps. <br />25. Firms from section involved with this project <br />A. <br />(1) FIRM NAME (2) FIRM LOCATION (City & State) (3) ROLE <br />CES Consultants, Inc.Miami, Pembroke Pines & <br />Tampa, FL <br />Civil Engineering, Design, Inspection/Evaluation <br />& Analysis, Construction Services, Mechanical, <br />Electrical & Structural Engineering <br /> STANDARD FORM 330 (REV. 8/2016) PAGE 3