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F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete One Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 5 21. TITLE AND LOCATION (City and State) WPB Lift Station 44 Replacement West Palm Beach, FL 22. YEAR COMPLETED PROFESSIONAL SERVICES 2018 CONSTRUCTION (if applicable) 2018 23. PROJECT OWNER’S INFORMATION a. PROJECT OWNER City of West Palm Beach b. POINT OF CONTACT NAME Jay Kwag c. POINT OF CONTACT TELEPHONE NUMBER 561-494-1040 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size and cost) The City of West Palm Beach required the rehabilitation of their existing sanitary sewer Lift Station 44, which is located on 9th Street. The existing aged pump station features a square dry well adjacent to the wet well, does not meet the current City standards and has become a risk management concern due to the confined space available to access for maintenance. The City plans to abandon the existing dry well, rehabilitate the lower portion of the existing wet well and replace the upper portion of the wet well. Additionally, they proposed to replace and upgrade the pumps and control panel to meet current City standards and utilize submersible pumps. The existing housing for the electrical equipment is planned for demolishment. Erdman Anthony is providing engineering services for preliminary design, survey, structural analysis, utility coordination, design plans and specifications, permitting, construction documents and bidding services, construction phase services, and certification for the new pump station facility. The site was field reviewed, inspected and surveyed for topography and to locate existing features. Existing flows were researched and future flows assessed for an estimated pump size calculation. The force main size was also evaluated to recommend future improvements, should any be required. To evaluate the structural integrity of the lower portion of the well, the wet well and a by-pass pump was used to drain the well so it could be inspected. Based on photographs taken at the visual inspection, a structural engineering analysis was performed to determine the necessary repair plan. Based on evaluations by the structural and geotechnical engineers, it was determined that the use of the lower portion of the existing wet well was not feasible and the new wet well’s chosen just north in the location of the old electrical house. This further allowed the old pump to operate during construction. The project is currently under construction and the planned sequence is as follows: install the new electric panel, establish temporary controls for the existing pump, demolish the existing electrical house, install the new wet well and test. It will then be possible to connect the existing gravity sewer using a by- pass pump for this relatively short duration. It is planned such that existing sewage flows would be uninterrupted during construction. 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a (1) FIRM NAME Erdman Anthony of Florida, Inc. (2) FIRM LOCATION (City and State) West Palm Beach, FL (3) ROLE Prime