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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 />25 <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 />2014 2015 <br /> <br />23. PROJECT OWNER'S INFORMATION <br /> <br /> <br />a. PROJECT OWNER <br />b. POINT OF CONTACT NAME <br />c. POINT OF CONTACT TELEPHONE NUMBER <br />City of Oakland Park Mr. Albert Carbon <br />Public Works Director <br />Phone: (954) 630-4458 <br />Email: AlbertC@oaklandparkfl.gov <br />24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) <br />Garden Acres is a single-family residential neighborhood with an area of approximately 24 acres. Prior to <br />implementation of the drainage improvements, the area did not have a storm water drainage system. The <br />roadway runoff sheet flowed into the adjacent house lots where it caused temporary flooding and eventually <br />percolated into the ground. The new drainage system consists of 4” deep roadway swales, drainage pipes and <br />structures, exfiltration trenches and two controlled discharge points into an existing drainage system located <br />within the NE 6th Avenue right-of-way. The roadway swales help with the storage and convey the runoff from the <br />roadway and the house lots. The swales and exfiltration trenches handle the water quality volume generated by <br />the roadway right-of-way area. Craven Thompson analyzed the system using ICPR software. We provided design, <br />permitting and CEI services for the project. The roadway restoration consisted of 4,985 linear feet of roadway. <br />The drainage system consisted of 2,136 linear feet of storm sewer, 4,171 linear feet and of exfiltration trench. <br />Construction Cost: $2,644,372.00 <br /> <br /> <br />25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT <br /> <br />a. <br />(1) FIRM NAME <br />Craven Thompson & <br />Associates, Inc. <br />(2) FIRM LOCATION (City and State) <br />3563 NW 53rd Street <br />Fort Lauderdale, Florida 33309 <br />(3) Role <br />Prime – Surveying, Stormwater Design, <br />Preparation of Plans & Specifications, <br />Permitting, Bid Assistance, and Construction <br />Engineering Services. <br />b. <br />(1) FIRM NAME <br /> <br />(2) FIRM LOCATION (City and State) (3) Role <br />c. <br />(1) FIRM NAME <br /> <br />(2) FIRM LOCATION (City and State) <br /> <br /> <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. <br />(1) FIRM NAME <br /> <br /> <br /> <br />(2) FIRM LOCATION (City and State) (3) Role <br />E | Page 44