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General Planning <br />Redevelopment Srvcs <br />Arch Visualizations & 3D <br />Water / Wastewater Eng <br />Electrical Engineering <br />Environmental Srvcs <br />Website Development <br />GIS Mapping & Analysis <br />Surveying and Mapping <br />Urban Design Traffic Engineering Constr Admin / CEI <br />Landscape Architecture Civil Engineering Public Outreach <br />20. EXAMPLE PROJECT <br /> KEY NUMBERF. 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 />21. TITLE AND LOCATION (City and State) <br />PROFESSIONAL SERVICES CONSTRUCTION (If applicable) <br />22. YEAR COMPLETED <br />23. PROJECT OWNER’S INFORMATION <br />a. PROJECT OWNER <br />24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) <br />b. POINT OF CONTACT NAME (at time of contract)c. POINT OF CONTACT TELEPHONE NUMBER <br />25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT <br />(1) FIRM NAME (2) FIRM LOCATION (City and State)(3) ROLE <br />a. <br />b. <br />c. <br />d. <br />e. <br />STANDARD FORM 330 (REV. 8/2016) - SF330-F_CGA_PROjeCTS <br />In-house CGA services provided for this project: <br />2009 - Ongoing N/A <br />03 <br />CITY OF HALLANDALe BeACH <br />Calvin, Giordano & Associates, Inc.Fort Lauderdale, FL Prime Consultant: Project Management and <br />all in-house services identified above. <br />Hallandale Beach Ne Quad and SW Drainage Improvements <br />Manga ebbe 954.597.3700 <br />Hallandale Beach, FL <br />Project Manager mebbe@hallandalebeachfl.gov <br />APPROXIMATE PROJECT SIZE: <br />PROFESSIONAL FEES: <br />CONSTRUCTION COST: <br />170 Acres (NE) | 330 Acres (SW) <br />$ 470,000.00 (NE) | $782,395.00 (SW) <br />$ 8.3 M (NE) | $9.3 M (SW) <br />The two Hallandale Beach Drainage Improvement Projects’ main goals were to <br />defend the neighborhood from sea level rise and most importantly, reduce their <br />dependence on discharge to a tidally controlled water body. <br />The NE neighborhood project included the installation of two (2) large pump stations <br />pumping stormwater into 15 drainage injection wells within the neighborhood. <br />In-line check valves were installed just before the system’s two outfalls allowing <br />discharge via gravity during low tide but stopping water from back-flowing into the <br />neighborhood’s system during high tide. The pump station and drainage wells were <br />designed to handle a 100 year storm event without reliance on the existing tidally <br />controlled gravity outfall. <br />The SW neighborhood project installed a large pump station and 22 drainage <br />injection wells. A large control structure with four (4) flapgates and 1 mechanically <br />controlled slide gate was constructed to isolate the system from the downstream <br />tidal waters, when necessary. The mechanical gate closes prior to stormwater <br />pump station operation while the four (4) flapgates continue to allow for gravity <br />discharge during low tides so the system maximizes the ability to flow via gravity, <br />when possible, while also being self-reliant with the drainage wells. A large generator <br />was constructed for the pump station to allow for continuous operation even during <br />power outages. The permanent generator, which is set above FEMA flood elevations, <br />was wrapped with a nature design to help blend with the neighborhood. The pump <br />station and control structures were finished with native plantings to blend with the <br />surrounding neighborhood. <br />X X <br />X <br />X <br />X <br />X <br />108