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<br /> STANDARD FORM 330 <br /> <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 /> <br />20. EXAMPLE PROJECT KEY <br /> NUMBER <br />7 <br />21. TITLE AND LOCATION (CITY AND STATE) 22. YEAR COMPLETED <br />Garden Acres Neighborhood Improvements <br />Oakland Park, Florida <br />PROFESSIONAL SERVICES CONSTRUCTION (If applicable) <br />2012 2014 <br /> <br />23. PROJECT OWNER'S INFORMATION <br /> <br /> a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER <br />City of Oakland Park Ms. Jennifer Frastai, ICMA-CM, Director of <br />Engineering & Community Development <br />Phone: (954) 630-4477 <br />Email: Jenniferf@oaklandparkfl.gov <br />24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) <br />Garden Acres was a single-family residential neighborhood approximately with an area of approximately 24 <br />acres. The new drainage system consists of 4” deep roadway swales, drainage pipes and structures, exfiltration <br />trenches and two controlled discharge points into an existing drainage system located within the NE 6 th Avenue <br />right-of-way. The roadway swales help with the storage and convey the runoff from the roadway and the house <br />lots. The swales and exfiltration trenches handle the water quality volume generated by the roadway right -of- <br />way area. CTA analyzed the system using ICPR software. CTA provided design, permitting and CEI services for <br />the project. The roadway restoration consisted of 4,985 linear feet of roadway. The drainage system consisted <br />of 2,136 linear feet of storm sewer, 4,171 linear feet and of exfiltration trench. The project a lso included major <br />roadway, water and sanitary sewer improvements. The water improvements consisted of 5,591 linear feet of 6” <br />diameter main, and 962 linear feet of 8” diameter main. The sanitary improvements consisted of 7,045 linear <br />feet of 8” diameter sewer, 218 linear feet of 4” diameter forcemain, and 1,044 linear feet of 6” diameter <br />forcemain. Improvements included two lift stations. <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT <br /> <br />a. <br />(1) FIRM NAME <br />Craven Thompson & Associates, <br />Inc. <br />(2) FIRM LOCATION (City and State) <br />3563 NW 53rd Street <br />Fort Lauderdale, Florida 33309 <br />(3) Role <br />Prime – Civil Engineering Landscape <br />Architecture, Survey Services, & CEI <br />Services <br />b. <br />(1) FIRM NAME <br />InfraMap Corp. <br /> <br />(2) FIRM LOCATION (City and State) <br />1860 Old Okeechobee Road <br />West Palm Beach, Florida 33409 <br />(3) Role <br />Subconsultant – Subsurface Utility Locates <br />c. <br />(1) FIRM NAME <br /> <br /> <br />(2) FIRM LOCATION (City and State) <br /> <br />(3) Role <br /> <br />d. <br />(1) FIRM NAME <br /> <br /> <br /> <br />(2) FIRM LOCATION (City and State) (3) Role <br />E | Page 29