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REQUEST FOR QUALIFICATIONS NO. 20-07-01 <br />CONTINUING PROFESSIONAL CONSULTING SERVICES (CCNA) <br /> <br /> <br /> <br /> <br />TAB F: FIRM REFERENCES AND SIMILAR WORK COMPLETED <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />DOUGLAS R. TAYLOR, P.E. <br />CIVIL ENGINEER <br /> <br /> <br />Firm: <br />Craven Thompson & <br />Associates, Inc. <br />3563 NW 53rd Street <br />Fort Lauderdale, Florida 33309 <br /> <br />Education <br />University of Illinois, <br />Bachelor of Science in <br />Civil Engineering (1984) <br /> <br />Years of Experience <br />Total: 36; With Firm: 9 <br /> <br />Licenses/Certifications <br />State of Florida <br />Professional Civil Engineer <br />Florida No. 50569 (1996) <br /> <br />TS EM5 Intermediate <br />ICS (G300) Certification <br />Mr. Taylor has been responsible for a multitude of municipal engineering / <br />stormwater projects throughout Florida. This includes project management, <br />master design responsibility and oversight for a variety of projects. <br />Relevant Experience: <br />Historic Miramar Areawide Drainage Improvements Project - Phase IV | <br />Miramar, Florida | Senior Engineer. Approximately 298 acres in area, and is <br />located in the general area bounded by SW 64th Ave. to the east, County <br />Line Road to the south, Florida Turnpike to the west and Miramar Parkway to <br />the north. The drainage basin depended upon percolation and evaporation in <br />the grass swales along the roadways to remove excess stormwater runoff. Many <br />of these grass swales had been filled in by residents to create landscape areas <br />thus reducing storage and the effectiveness of percolation. Inlets and outfalls <br />were limited in this area of the project. The improvements constructed to <br />alleviate the flooding include: 85,942 LF of re-graded swales, 205 new <br />drainage structures, 17,598 LF of valley gutter, 3,000 LF of 15” diameter RCP <br />storm sewer, 19,141 LF of 24” diameter exfiltration trench, pavement milling <br />and overlay, 8 outfall replacement/rehabilitations, driveway removal and <br />replacement, pavement marking & signage, and various other right-of-way <br />restoration improvements. <br />Stormwater Master Plan | North Miami Beach, Florida | Senior Engineer <br />Craven Thompson performed an operational analysis of all sub-basins, control <br />structures, and pump stations in relation to the existing operational and <br />maintenance procedures, and the associated South Florida Water <br />Management District (SFWMD) requirements. We performed a hydrologic <br />analysis of all sub-basins within the City utilizing the latest version of the <br />Interconnected Channel and Pond Routing (ICPR) computer modeling program. <br />Miami Springs City-Wide ADA Ramps | Miami Springs, Florida | Mr. Taylor <br />assisted with the design and permitting of new and replacement ADA ramps <br />throughout the City. The project was funded through the legislative <br />appropriation process. The project included field evaluation of intersections <br />throughout the City to determine the location of non-conforming or missing ADA <br />ramps. Craven Thompson developed a set of construction plans for installation <br />of the ramps per FDOT standards. The plans are currently under review at <br />FDOT. <br />City of Miami Gardens Livable Neighborhood Improvement Project – Vista <br />Verde Phases 1A & 1B | Miami Gardens, Florida | Senior Engineer. The Vista <br />Verde Phase 1A & 1B Improvements are located within the City of Miami <br />Gardens bordered by NW 213th Street to the north, NW 207th Lane to the <br />south, NW 37th Ave. (Douglas Road) to the east, and a vacant plot of land to <br />the west. The project included 1,900 LF of roadway and 1,900 LF of storm <br />sewer and full right-of-way restoration. The project was permitted through <br />Miami-Dade RER (DERM). <br /> F | Page 39