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<br /> STANDARD FORM 330
<br />
<br />
<br />F. EXAMPLE PROJECTS WHICH BEST ILLUSTRAT E 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 />18
<br />21. TITLE AND LOCATION (CITY AND STATE) 22. YEAR COMPLETED
<br />River Oaks Neighborhood Drainage Improvements
<br />Fort Lauderdale, Florida
<br />PROFESSIONAL SERVICES CONSTRUCTION (If applicable)
<br />2016 - 2018 Estimated 2021
<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 Fort Lauderdale Mr. Rares Petrica, MBA, P.E.
<br />Senior Project Manager
<br />Phone: (954) 828-6720
<br />Email: RPetrica@fortlauderdale.gov
<br />24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost)
<br />The River Oaks neighborhood is located east of I-95 and South Fork New River and is bounded by State Road 84
<br />to the south, Davie Road to the north, and SW 9th Avenue to the east. The neighborhood occupies a total area of
<br />approximately 518-acres.
<br />A major objective was to collect the runoff from the low areas. Selective pipe upsizing, pipe interconnections, the
<br />installation of permeable pavement and exfiltration trench was used to reduce road flooding in the residential
<br />areas. The improvements reduced flood stages and time of inundation above road crowns for a 10 year-24-hour
<br />design storm event and to protect against structural flooding in a 100 year-72-hour storm event. Craven
<br />Thompson developed construction documents (design, permitting, & CEI services) for the neighborhood. Our
<br />design included new piping & structures (conveyance system), exfiltration trench, sea level rise – backflow
<br />prevention and seawall height. In addition, we designed nutrient separating baffle boxes (NSBB), and
<br />STORMCEPTOR water quality structures.
<br />Improvements included:
<br />▪ 12,677 linear feet of swale re-grading,
<br />▪ 5,346 linear feet of storm pipe removal,
<br />▪ removal of 251 storm drainage structures,
<br />▪ installation of 90 linear feet of 15” diameter storm sewer,
<br />▪ 4,374 linear feet of 18” diameter storm sewer,
<br />▪ 4,675 linear feet of 24” diameter storm sewer,
<br />▪ 1,771 linear feet of 36” diameter storm sewer,
<br />▪ 145 linear feet of 48” diameter storm sewer,
<br />▪ 3,129 linear feet of 66” diameter storm sewer,
<br />▪ 1,056 linear feet of 72” diameter storm sewer,
<br />▪ 2,640 linear feet of 24” diameter exfiltration trench,
<br />▪ installation of 236 new drainage structures,
<br />▪ 2 - STORMCEPTER water quality structures,
<br />▪ one TIDEFLEX backflow prevention valve,
<br />▪ and 4,219 linear feet of sidewalk.
<br />The project also included one small duplex stormwater pump station, and one large stormwater pump station.
<br />Construction cost: $23,000,000.00
<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 />Sub-consultant – Stormwater Management,
<br />Storm System Design, Permitting, Survey, GIS,
<br />and Stormwater Modeling
<br />b.
<br />(1) FIRM NAME
<br />
<br />(2) FIRM LOCATION (City and State)
<br />
<br />(3) Role
<br />
<br />c.
<br />(1) FIRM NAME
<br />
<br />(2) FIRM LOCATION (City and State)
<br />
<br />(3) Role
<br />
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