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F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'SQUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) a. PROJECT OWNER 21. TITLE AND LOCATION (City and State) 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) 20. EXAMPLE PROJECT KEY NUMBER a. b. c. d. e. f. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE(1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE(1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE(1) FIRM NAME (2) FIRM LOCATION (City and State) STANDARD FORM 330 (REV. 8/2016) PAGE 3 (3) ROLE (1) FIRM NAME (2) FIRM LOCATION (City and State)(3) ROLE b. POINT OF CONTACT NAME 23. PROJECT OWNER'S INFORMATION c. POINT OF CONTACT TELEPHONE NUMBER (3) ROLE(1) FIRM NAME (2) FIRM LOCATION (City and State) 22. YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) The City of Miami Beach Public Works Department retained UES to prepare geotechnical documents to be in- cluded in the design-criteria package for a design-build letting. The project includes the installation of approx- imately 5,300 linear feet of force main with minimum internal diameter of 54 inches. The proposed pipeline will have approximately 4,600 linear feet of micro-tunnel along the urban corridor of Euclid Avenue and Washing- ton Avenue. Approximately 600 linear feet of the force main will be installed by means of open-cut method at the terminal locations of the project along Washington Avenue and 11th Street to accomplish the final connec- tions to the existing pipelines. UES was retained by the CMBPWD to prepare the Geotechnical Data Report (GDR) and Geotechnical Baseline Report (GBR) for the pipeline installation. The GDR scope of services included performing eight Standard Pene- tration Test (SPT) borings to depths of 40 feet in areas of micro-tunneling, two SPT borings to depths of 20 feet in areas of open-cut installation, five rock coring locations in areas of micro-tunnel installation and performed two slug tests to evaluate the subsurface hydrogeology. The laboratory testing program included visual soil/ rock classification in tunneling standards, moisture content, grain-size distribution, organic content determina- tion, corrosion series testing, rock unconfined compressive strength testing and rock tensile strength testing. 54-Inch Diameter Redundant Force Main (Miami Beach, Florida)12/2014 N/A City of Miami Beach Bruce Mowry, PhD, PE 305.673.7071 Universal Engineering Sciences Miami, Florida Geotechnical Field Exploration, Sampling, and Laboratory Testing