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E-23Proven solutionsResponsive and dependable performance
<br />City of Sunny Isles Beach RFQ No. 20-07-01: Continuing Professional Consulting Services (CCNA)
<br />E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT
<br />(Complete one Section E for each key person.)
<br />12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE
<br />Jafet Torres, PE Project Engineer & Designer;
<br />Hydraulic Modeler; GIS
<br />A. TOTAL B. WITH CURRENT FIRM
<br />16 2
<br />15. FIRM NAME AND LOCATION (City and State)
<br />CES Consultants, Inc. Pembroke Pines, FL
<br />16. EDUCATION (Degree and Specialization)17. CURRENT PROFESSIONAL REGISTRATION (State & Discipline)
<br />BS Civil Engineering, Colegio de Ingenieros y Agrimensores de Puerto Rico FL Professional Engineer #80247, PR #21163
<br />18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.)
<br />10 & 30 Hours OSHA Training; Member, American Society of Civil Engineers; Member, Golden Key National Honor Society
<br />19. RELEVANT PROJECTS
<br />A.
<br />(1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED
<br />West Ave. North & South Neighborhood Utility & Resiliency
<br />Improvements Design-Build Projects, Miami Beach, FL
<br />PROFESSIONAL SERVICES CONSTRUCTION (If applicable)
<br />Ongoing Ongoing
<br />(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE X Check if project performed with current firm
<br />Hydraulic Engineer for the $72M Design-Build projects to develop a stormwater model, water/sewer/drainage and roadway
<br />design, permitting and infrastructure construction of 1.2 miles of roadway to address sea level rise in the West Avenue
<br />Basin. The project requires raising the roadway approximately 30 inches while providing a 10-year level of service with no
<br />structure flooding. The contributing basin is 600 acres while 12 utilities along the roadway will be affected. Modeling using
<br />AdICPR4 and upsizing and design of all curb inlets and yard inlets followed by significant upsizing and modifications of two
<br />pumps stations is required. The project includes 16,000 LF of water main, 7,050 LF of sanitary gravity sewer, 12,800 LF of
<br />storm sewer, and the construction of a new 173 MGD storm drainage pump station.
<br />B.
<br />(1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED
<br />MDWASD Pump Station Improvement Program (PSIP) & Associated
<br />Force Mains, Miami-Dade County, FL
<br />PROFESSIONAL SERVICES CONSTRUCTION (If applicable)
<br />Ongoing Ongoing
<br />(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE X Check if project performed with current firm
<br />Project Engineer in charge of design, permitting and cost estimating for various small (0.3 – 2.3 MGD) municipal wastewater
<br />sewer pump stations and pump station improvements. The project involved the evaluation, engineering analysis, design,
<br />coordination, permitting and construction administration for the rehabilitation and replacement of multiple pump stations
<br />for the PSIP, including existing pump station inspection/evaluation, coordination of survey and geotechnical services,
<br />prepare construction documents for pump station rehabilitation or replacement, permitting, and limited construction
<br />administration services. The engineering work included PS 0440, 0464, 0475, 0596, 0639, 0659, 0673, 1026 and 1065.
<br />Construction costs range between $0.5M and $1.6M.
<br />C.
<br />(1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED
<br />Selected Lift Station Evaluation Studies, Pembroke Pines, FL PROFESSIONAL SERVICES CONSTRUCTION (If applicable)
<br />2020
<br />(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE X Check if project performed with current firm
<br />Project/Hydraulic Engineer for the evaluation of nine (9) sewage lift stations of various types, to provide recommendations
<br />for lift station optimization and upgrades based on current and future needs, as well as regulatory requirements. The
<br />analysis included delineating the lift station basins, researching for population forecasts, estimating average flow and
<br />peak hourly flow for current and future conditions, studying the pump run times and seasonal fluctuations, analyzing
<br />the pump cycle time, and comparing original design capacities with the current and forecasted demand. The types of lift
<br />stations include submersible, dry well/wet well and wet well mounted (vacuum). The estimated construction cost for the
<br />recommendations range between 0.5M and $1.4M.
<br />D.
<br />(1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED
<br />Miami Beach Water & Wastewater Utilities Master Plan, Miami-Beach, FL PROFESSIONAL SERVICES CONSTRUCTION (If applicable)
<br />2019
<br />(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE X Check if project performed with current firm
<br />Hydraulic Engineer for preparing an inventory of existing water facilities and performing statistics of current and forecasted
<br />water demand, as part of the Water Master Plan (in collaboration with Hazen & Sawyer). The study included summarizing
<br />the water accounting data and comparing with the measured flow data, for a complete non-revenue water and water
<br />balance analysis. Using historical data, overall demand patterns and a maximum day flow peaking factor were estimated.
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