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<br />STANDARD FORM 330 (REV. 8/2016) PAGE 6 <br /> <br /> <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, <br /> if not specified. Complete one Section F for each project.) <br /> <br />20. Example project key number: <br /> <br />3 <br />21. Title and location: (City and State) 22. Year completed: <br />Title of Project (City, State) <br /> <br />Colonial Club Condominium Seawall Repair, <br />Boynton Beach, Florida <br /> <br />Professional services: Construction <br />(If applicable): <br />2018 2020 <br />23. Project owner’s information: <br />A. Project owner: <br />Colonial Club Condominium Assoc. <br />B. Points of contact name: <br />Edward Scalzitti <br />C. Point of contact telephone number: <br />561-676-4952 <br />24. Brief description of project and relevance to this contract (Include scope, size, and cost) <br /> <br />Cummins Cederberg was retained by the Colonial Club Condominium <br />Association initially to perform a condition assessment of a 1,500-foot <br />seawall due to concerns of deterioration and stability. The property had <br />experienced significant soil loss in several locations, which was requiring <br />persistent maintenance, and the seawall had previously undergone <br />multiple rounds of repairs. <br /> <br />Our engineer dive team performed an above and below water inspection <br />of the seawall along the shoreline. The seawall was observed to be in <br />poor condition, with consistent deterioration throughout and localized <br />cases of severe deterioration in the concrete cap, wall panels, king piles, <br />and batter piles. Based on the findings of the condition assessment and <br />concerns of community, the replacement of seawall was ultimately <br />pursued. <br /> <br />Cummins Cederberg performed the engineering design of a seawall <br />replacement in accordance with the Florida Building Code and standard <br />engineering specifications. The engineering design of the seawall <br />consisted of hot-rolled steel sheet pile section, pre-stressed square <br />concrete batter piles and a steel reinforced concrete cap. The robust <br />seawall design was specified to support the relatively high retained <br />height along the Intracoastal Waterway, as well as wave action and <br />scour from passing vessel traffic. Cummins Cederberg applied for and <br />process environmental regulatory permits with the applicable authorities, <br />including the navigation section of the Army Corps of Engineers due to <br />the proximity to a federal navigable channel. <br /> <br />Cummins Cederberg performed construction administration services <br />throughout the construction process and served as the Special Inspector <br />for the marine structural components of the seawall project. <br />Construction Amount: $2.4M <br /> <br />25. Firms from Section C involved with this project: <br />a, (1) Firm Name (2) Firm Location (City and State) (3) Role <br /> Cummins Cederberg, Inc. South Miami, FL Prime <br /> <br />