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(18-02-01) Marine and Coastal Professional Engineering Consulting Services
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Last modified
3/23/2018 10:44:15 AM
Creation date
3/23/2018 10:35:10 AM
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CityClerk-Bids_RFP_RFQ
Project Name
Marine and Coastal Professional Engineering Consulting Svcs
Bid No. (xx-xx-xx)
18-02-01
Project Type (Bid, RFP, RFQ)
RFQ
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City of Sunny Isles Beach, Florida <br />Marine and Coastal Professional Engineering Consulting Services (CCNA) | RFQ No. 18‐02‐01 <br /> <br /> <br />Aptim Environmental & Infrastructure, Inc. <br />15 <br />01C032018D <br /> <br />c. <br />(1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED <br />Groin Rehabilitation Execution Plan, Town of Palm Beach, Florida PROFESSIONAL SERVICES CONSTRUCTION (If <br />applicable) <br />2011 N/A <br />BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm <br />Project manager and coastal engineer responsible for development of the Execution Plan to rehabilitate <br />deteriorated groins within the Town. Plan included site visits to update the structure inventory, consolidation of <br />findings, and development of a plan to assist the Town’s decision‐making process on a multi‐phased, multi‐year <br />capital improvements project. Mr. Swigler was responsible for coordinating site visits, developing the Plan, obtaining <br />permits, and estimating construction costs to implement the plan. <br />d. <br />(1) TITLE AND LOCATION (City and State) SECTION F PROJECT #5 (2) YEAR COMPLETED <br />Gulf State Park, Alabama PROFESSIONAL SERVICES CONSTRUCTION (If <br />applicable) <br />2010 2010 <br />BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm <br />Coastal engineer and engineer of record responsible for the assessment of coastal conditions and of storm <br />protection alternatives for development of recreational facilities at Gulf State Park, Alabama. The assessment <br />included numerical modeling to evaluate the level storm protection afforded by existing conditions and various <br />dune configurations. Mr. Swigler collaborated with the team’s various engineering disciplines to incorporate <br />structural designs into the assessment and to quantify potential wave loading during a 100‐year return period storm <br />event. <br /> <br />
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