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(18-08-01) Consulting Engineering Services for Golden Shores Utility Undergrounding and Roadway Improvements
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Kimley-Horn & Assoc.
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E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT <br />(Complete one Section E for each key person.) <br />12. NAME <br />Jason R. Lee, P.E. <br />13. ROLE IN THIS CONTRACT <br />Mechanical Engineering <br />14. YEARS EXPERIENCE <br />a. TOTAL <br /> 15 <br />b. WITH CURRENT FIRM <br /> 15 <br />15. FIRM NAME AND LOCATION (City and State) <br />Kimley-Horn and Associates, Inc., West Palm Beach, FL <br />16. EDUCATION (Degree and Specialization) <br />Bachelor of Science / Mechanical Engineering / Flo rida Atlantic University <br /> <br />17. CURRENT PROFESSIONAL REGISTRATION (State and <br />Discipline) <br />FL / Professional Engineer / 67472 / 2008 <br /> 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) <br /> <br /> 19. RELEVANT PROJECTS <br />a. <br />(1) TITLE AND LOCATION (City and State) <br />Town Hall Square Streetscape and Infrastructure Improvements <br />Town of Palm Beach <br />(2) YEAR COMPLETED <br />PROFESSIONAL SERVICES <br />2016 <br />CONSTRUCTION (If applicable) <br />2016 <br />(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE [X] Check if project performed with current firm <br />Project engineer for this historic fountain restoration and roadway beautification project within the heart of the Town’s <br />commercial corridor. Phase I of the project included the restoration of the Mizner Memorial Fountain that was originally <br />constructed in 1929. This part of the project was partially funded by the State of Florida through a historic preservation grant. <br />Phase II of the project includes streetscape improvements consisting of landscaped nodes, decorative pedestrian crossings, <br />updated urban park landscaping that creates a public gathering area in the median o f a roadway where the fountain feature <br />resides, modification of various underground utilities, replacement of sidewalks with decorative tabby concrete, and the <br />introduction of many landscaping and architectural elements throughout the area. Phase II of the project will be partially funded <br />by the state of Florida through a historic preservation grant and through private citizen donations. <br />b. <br />(1) TITLE AND LOCATION (City and State) <br />S-2 Master Sanitary Inline Booster Station <br />Palm Beach <br />(2) YEAR COMPLETED <br />PROFESSIONAL SERVICES <br />2013 <br />CONSTRUCTION (If applicable) <br />2013 <br />(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE [X] Check if project performed with current firm <br />Project engineer for the design, permitting, bid and construction phase services for the conversion of the Town’s largest <br />sanitary repump station from a traditional wetwell style station to an inline booster style station. This new station, with a peak <br />capacity of 8-MGD, will allow the Town of Palm Beach to pump wastewater directly into the City of West Palm Beach force main <br />transmission system and allow the abandonment of Lift Station 22 in West Palm Beach. The design included influent and <br />effluent force main modifications; construction of five new VFD driven centrifugal wastewater pumps within a converted wetwell <br />of an existing master lift station; installation of a new emergency generator; and various other station structural, mechanic al and <br />electrical improvements. Once completed, the existing station wetwells will be completely abandoned and a new chemical <br />injection system will be installed to reduce hydrogen sulfide levels in the wastewater prior to discharge into the West Palm <br />Beach force main system. <br />c. <br />(1) TITLE AND LOCATION (City and State) <br />A-7 Inline Booster Pump Station (20-inch and 24-inch force mains) <br />Palm Beach <br />(2) YEAR COMPLETED <br />PROFESSIONAL SERVICES <br />2014 <br />CONSTRUCTION (If applicable) <br />2014 <br />(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE [X] Check if project performed with current firm <br />Project manager. Provided design services for this sanitary sewer inline booster station which will allow the Town of Palm <br />Beach to discontinue pumping wastewater through a neighboring municipality’s force main system to reach the ECR Treatment <br />Plant. The design included influent and effluent force main modifications, construction of three new VFD driven centrifugal <br />wastewater pumps within the dry pit of an existing master lift station, installation of a new emergency generator, and var ious <br />other station mechanical and electrical improvements. <br />d. <br />(1) TITLE AND LOCATION (City and State) <br />Project Management and Engineering Services <br />North Miami Beach <br />(2) YEAR COMPLETED <br />PROFESSIONAL SERVICES <br />Ongoing <br />CONSTRUCTION (If applicable) <br /> <br />(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE [X] Check if project performed with current firm <br />Project engineer. Kimley-Horn is providing project management and engineering services, including monitoring schedules and <br />budgets, for the projects under this contract. Project include: Lime Feed Assessment Study; Clarifier Optimization Study; Miami - <br />Dade Interconnect Study; Water Treatment Plant TVSS Analysis; Master Pump Station #4 Force Main Design; and Bell <br />Gardens Force Main Design. <br />e. <br />(1) TITLE AND LOCATION (City and State) <br />Old Boynton Road Utility Relocations <br />Boynton Beach <br />(2) YEAR COMPLETED <br />PROFESSIONAL SERVICES <br />2010 <br />CONSTRUCTION (If applicable) <br />2010 <br />(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE [X] Check if project performed with current firm <br />Project engineer. Kimley-Horn performed the design, permitting, bid phase, and is currently moving into the construction phase <br />for the replacement of an asbestos cement water main along Old Boynton Road. This project was required in response to the <br />need to widen the road and replace an old wooden bridge. The new road’s drainage system conflicted with the existing water <br />main in numerous locations and because it was constructed of asbestos cement, the City decided to replace the 2,500-linear- <br />foot main in its entirety. This project also included the abandonment of a 16-inch force main, as well as an aerial crossing of the <br />water main over a Lake Worth Drainage District canal. <br /> STANDARD FORM 330 (REV. 8/2016) PAGE 2 <br />
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