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After <br />BBB eee fff ooo rrr eee <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 />8 <br />21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED <br />HATTON HIGHWAY BRIDGE REPLACEMENT OVER THE <br />PAHOKEE WATER CONTROL DISTRICT’S CANAL NO. 2 <br />PALM BEACH COUNTY, FLORIDA <br /> PROFESSIONAL SERVICES 2015 CONSTRUCTION (If applicable) <br />23. PROJECT OWNER’S INFORMATION <br />a. PROJECT OWNER Palm Beach County Department of <br />Engineering & Public Works, Division of <br />Roadway Production <br />2300 North Jog Road <br />West Palm Beach, Florida 33411 <br />b. POINT OF CONTACT NAME Mr. David L. Young, PE <br />Project Manager <br />Special Projects Section <br />c. POINT OF CONTACT TELEPHONE NUMBER Tel: (561) 684-4150 <br />E-mail: dlyoung@pbcgov.org <br /> 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) <br />Palm Beach County’s (County) Road & Bridge Division decided to replace <br />the existing bridge over the Pahokee Water Control District’s Canal No. 2. <br /> The County requested replacement of the existing 4-span bridge, which <br />was approximately 60’ long, Bridge PB # 934512. The bridge replacement <br />design located the new structure with a sufficiently clear distance from the <br />existing FPL 138 Kv. overhead transmission line along the east side of <br />Hatton Highway. Hatton Highway was reconstructed to accommodate the <br />selected bridge replacement. A preliminary alternative analysis was <br />conducted to determine the appropriate roadway section, construction <br />requirements, and limits of work. <br /> The bridge design was based on providing a similar 3-span arrangement <br />over the canal, 60’ clearance. The bridge cross section included two 12’ <br />lanes with 8’ shoulders, concrete barriers, and no provisions for <br />sidewalks. Wing walls and slope protection were designed to <br />accommodate the new bridge highway alignment and typical section. <br />The bridge design elements were developed in accordance with the <br />County’s Thoroughfare Road and Bridge Design Procedures. <br /> R.J. Behar & Company, Inc. (RJ Behar) was responsible for all permit <br />coordination on the project. <br /> Successful completion of the plans and specifications was <br />achieved with a final score of 97 out of 100. <br />Cost/Fees Paid: $276,527.55 | Construction Cost: $4,000,000.00 (Estimate) <br />Key Personnel: Robert J. Behar, PE – Principal in Charge │Sean O’Keefe, PE – <br />Project Manager | Juan H. Vazquez, PE, PH, BCEE – Drainage Engineer | Jerry <br />Piccolo, PE – Sr. Structural Engineer | Jasmani Riveron, PE – Roadway Engineer. <br />25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT <br /> a. <br /> (1) FIRM NAME <br />R.J. BEHAR & COMPANY, INC. <br /> (2) FIRM LOCATION (City and State) <br />6861 SW 196th Avenue, Suite 302 <br />Pembroke Pines, FL 33332 <br /> (3) ROLE <br />Roadway Improvements, Bridge Design, <br />Drainage Design, Permitting. <br />b. <br /> (1) FIRM NAME <br />Tierra South Florida <br /> (2) FIRM LOCATION (City and State) <br />2765 Vista Parkway, Suite 10 <br />West Palm Beach, FL 33411 <br />(3) ROLE <br />Geotechnical Engineering <br />c. <br /> (1) FIRM NAME <br /> <br /> (2) FIRM LOCATION (City and State) <br /> <br />(3) ROLE <br /> <br />STANDARD FORM 330 (REV. 8/2016) PAGE 3 Section E - Page | 44