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F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S 20. EXAMPLE PROJECT <br />QUALIFICATIONS 1R THIS CONTRACTKEY PLUMBER <br />(Present as many projects as requested by the agency, or 10 projects, if not specified. 2 <br />Complete one Section F or chro'ect. <br />21. TITLE AND LOCATION (City and State <br />22. YEAR COMPLETED <br />6420 Pump Station Design of Turning Vane & <br />PROFESSIONAL SERVICES <br />CONSTRUCTION <br />Pump Modifications, Miami -Dade County, FL <br />2017 <br />(If applicable) <br />23. PROJECT OWNER'S INFORMATION <br />b. PROJECT OWNER <br />b. POINT OF CONTACT NAME <br />C. POINT OF CONTACT TELEPHONE <br />Owner: SFWMD <br />Mr. Samuel J. Smith, P.E., Hazen & <br />NUMBER <br />Client: Hazen & Sawyer <br />Sawyer <br />(561) 314-2471 <br />24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) <br />Pump Station G420 is located approximately 0.7 miles north of SW 8th Street, and 1.1 miles west of NW 137th Ave in <br />western Miami -Dade County. <br />Turning vanes were constructed within the 90 -degree bend of the supply canal approaching the G420 pump station. The <br />turning vane walls are supported by H -piles driven into the canal bottom. Areas between H -piles were infilled with <br />precast concrete planks/panels inserted between the piles. New steel sheet pile wing -walls for both intake and outfall <br />sides of G420 seepage pump station were also constructed. The approximate length of wing -walls is 35 feet in each of <br />four (4) locations. <br />RADISE provided geotechnical engineering services including field exploration/testing and laboratory testing services. <br />The field exploration program evaluated the existing subsurface conditions for the project consisted of drilling three (3) <br />Standard Penetration Test borings to depths of 40 feet below the existing ground surface. Soil classifications were based <br />on visual observations supplemented by laboratory test results performed on selected representative samples. Laboratory <br />index tests consisting of full Sieve Analysis, Natural Moisture and Organics Content tests were performed on selected <br />samples. <br />RADISE provided Geotechnical Services Report which includes the detailed graphical logs of the soil borings, <br />groundwater levels, and soil classifications. RADISE also provided recommendations for various aspects of the project <br />including H -pile and sheet pile wing wall analyses for deflection and recommendations for embedment depths. <br />25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT <br />(1) FIRM NAME <br />(2) FIRM LOCATION (City and State) <br />(3) ROLE <br />a. <br />RADISE International, LC <br />Riviera Beach, FL <br />Geotechnical Engineering and Materials <br />Testing Services <br />b. <br />C. <br />d. <br />f1*11SE <br />STANDARD FORM 330 <br />E <br />