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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 /> 20. EXAMPLE PROJECT KEY <br /> NUMBER <br />23 <br />21. TITLE AND LOCATION (CITY AND STATE) 22. YEAR COMPLETED <br />NE 191st Street Drainage Improvements <br />Aventura, Florida <br />PROFESSIONAL SERVICES CONSTRUCTION (If applicable) <br />2016 2018 <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 Aventura Mr. Joseph S. Kroll <br />Public Works / Transportation Director <br />Phone: (305) 466-8970 <br />Email: jkroll@cityofaventura.com <br />24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) <br />Craven Thompson provided professional surveying, engineering, geotechnical engineering, and subsurface <br />utility engineering services specific to the preparation of roadway and drainage improvements to NE 191st <br />Street. This project included stormwater improvements for NE 191st Street from Biscayne Bouleva rd to NE <br />29th Avenue. The roadway currently suffers from localized flooding due to the relatively low elevations and <br />because of the decreasing capacity of the aging stormwater system. <br />The stormwater improvements included the removal of <br />425 linear feet of C.M.P. replaced with 24” R.C.P. and <br />exfiltration trench, along with 140 linear feet of new <br />trench. The local site constraints and soil conditions did <br />not allow for the construction of the standard Miami Dade <br />County exfiltration trench section so the typical trench <br />section proposed is 5’ wide x 4.5’ tall, with the bottom of <br />the trench depth varying from 6.5’ to 8.5’ below grade. <br />This section allowed the contractor to utilize a standard <br />trench box as opposed to sheet piles which would be <br />required for deeper installations. The improvements also <br />included the installation of four (4) gravity drainage wells <br />with baffle structures, and the cleaning of all pipes and <br />drainage structures within the right-of-way to restore the <br />capacity of the collection system and the effectiveness of <br />the existing exfiltration trenches. <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 & <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, Road design, Stormwater <br />Calculations, Construction Documents, <br />Permitting, Bid Assistance, and CEI services <br />b. <br />(1) FIRM NAME <br /> <br /> <br /> <br />(2) FIRM LOCATION (City and State) <br /> <br />(3) Role <br /> <br />c. <br />(1) FIRM NAME <br /> <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. <br />(1) FIRM NAME <br /> <br /> <br /> <br />(2) FIRM LOCATION (City and State) (3) Role <br />E | Page 115