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Flood 10/31/2011 <br /> F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S <br />QUALIFICATIONS FOR THIS CONTRACT <br />(Present as many projects as requested by the agency, or 10 projects, if not specified. <br />Complete one Section F for each project.) <br /> 20. EXAMPLE PROJECT KEY <br /> NUMBER <br />10 <br />21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED <br />LYONS PARK NEIGHBORHOOD IMPROVEMENT PROJECT <br />CITY OF POMPANO BEACH, FLORIDA <br /> PROFESSIONAL SERVICES Ongoing CONSTRUCTION (If applicable) <br />23. PROJECT OWNER’S INFORMATION <br />a. PROJECT OWNER City of Pompano Beach Engineering Division <br />1201 NE 5th Avenue <br />Pompano Beach, FL 33060 <br />b. POINT OF CONTACT NAME Mr. Matthew Kudrna, PMP <br />Engineering Project Manager II <br /> <br />c. POINT OF CONTACT TELEPHONE NUMBER Tel: (954)786-4023 <br />E-mail: Matthew.Kudrna@copbfl.com <br /> 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) <br />The Lyons Park Neighborhood is located west of South <br />Cypress Road, north of McNab Road, east of South <br />Flagler Avenue and south of Southwest 8th Street. The <br />area is served by an existing stormwater collection <br />system. The existing stormwater management system <br />consists of four independent systems, which discharge <br />to systems outside of the neighborhood. The ultimate <br />outfalls are located to the south of West McNab Road <br />and to the east of South Cypress Road. The project <br />area suffers from flooding problems as documented in <br />the City Stormwater Master Plan (SWMP). This project <br />intends to improve the drainage systems within the <br />project area. <br /> The sanitary sewer lines within the Lyons Park <br />Neighborhood are located in the rear yard easements of <br />the properties/homes. One of the City of Pompano <br />Beach’s Comprehensive Plan policies is to identify the <br />feasibility of implementing capital projects to relocate the <br />sewer lines or to rehabilitate them in place. This project <br />intends to study the relocation of the sewers to the street’s right-of-way. No improvements are <br />needed to the existing lift stations. <br /> The water system has been upgraded but the services used the older black polyethylene pipe. This project intends to replace the <br />service lines, to meet the newer city standards, 107-1 and 107-2, from the water mains to the water meters. <br /> The project will not include a reuse water irrigation system. The project has been divided into two phases. Phase 1 will include the <br />preparation of a Basis of Design Report and preliminary design of the improvements. Phase 2 will include the design of the <br />improvements, bidding, and construction phase services <br />Cost/Fees Paid: $409,793 │Construction Cost: $15,000,000 (Estimated) <br />Key Personnel: Juan H. Vazquez, PE, PH, BCEE – Principal in Charge │ Hans Murzi, PE – Project Manager │ Elmer Cardenas, PE <br />– Project Engineer │Paola Riveros, PE – Project Engineer │ Kira Leon, PE – Project Engineer │ Michelle Leon, EI – Project <br />Engineer │ Joseph Edwards, EI – Project Engineer │ Sugeily Patxot – Designer. <br />25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT <br /> a. <br /> (1) FIRM NAME <br />R.J. BEHAR & COMPANY, INC. <br /> (2) FIRM LOCATION (City and State) <br />6861 SW 196th Avenue, Suite 302 <br />Pembroke Pines, FL 33332 <br /> (3) ROLE <br />Basis of Design Report, stormwater design, <br />sanitary sewer design of the wastewater <br />collection system, design of proposed water <br />improvements, utility coordination, permitting, <br />and cost estimating. <br />b. <br /> (1) FIRM NAME <br /> <br /> (2) FIRM LOCATION (City and State) <br /> <br />(3) ROLE <br /> <br />STANDARD FORM 330 (REV. 8/2016) PAGE 3