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h.
<br />19. RELEVANT PROJECTS (CONT.)
<br />f.
<br />e.
<br />d.
<br />g.
<br />(1) TITLE AND LOCATION (City and State)
<br />(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE
<br />PROFESSIONAL SERVICES CONSTRUCTION (If applicable)
<br />(2) YEAR COMPLETED
<br />Check if project performed with current firmX
<br />(1) TITLE AND LOCATION (City and State)
<br />(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE
<br />PROFESSIONAL SERVICES CONSTRUCTION (If applicable)
<br />(2) YEAR COMPLETED
<br />Check if project performed with current firmX
<br />(1) TITLE AND LOCATION (City and State)
<br />(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE
<br />PROFESSIONAL SERVICES CONSTRUCTION (If applicable)
<br />(2) YEAR COMPLETED
<br />Check if project performed with current firmX
<br />(1) TITLE AND LOCATION (City and State)
<br />(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE
<br />PROFESSIONAL SERVICES CONSTRUCTION (If applicable)
<br />(2) YEAR COMPLETED
<br />Check if project performed with current firmX
<br />(1) TITLE AND LOCATION (City and State)
<br />(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE
<br />PROFESSIONAL SERVICES CONSTRUCTION (If applicable)
<br />(2) YEAR COMPLETED
<br />Check if project performed with current firmX
<br />STANDARD FORM 330 (REV. 8/2016) - SF330 NichOlAS KANeliDiS
<br />lift Station No. 18 Rehabilitation
<br />Davie, Florida
<br />PM for a LS rehabilitation project located within a residential neighborhood. Existing submersible pump configuration didn’t include a
<br />guide rail system nor enough clearance to remove pumps from the wet well to perform inspections. Instead, Town Staff had to enter
<br />confined space to perform work. Both existing pumps had failed, & Town Staff was operating the station using spare pumps. The existing
<br />valve vault was settling, & mechanical appurtenances needed replacement. Design included new pumps w/ a guide rail system, new top
<br />slab w/ access hatch, & new aboveground piping & valves on a concrete slab. Scope included coordination w/ pump manufacturers,
<br />hydraulic calculations, electrical & instrumentation, cost estimating, preparation of contract documents, bidding assistance, reviewing
<br />shop drawings, addressing Contractor RFI’s, reviewing & negotiating change orders as-needed, performing routine inspections,
<br />approving Contractor payment applications, conducting construction progress meetings, reviewing as-builts, & final project certification.
<br />2018 - 2020 2020
<br />Phase 3B Water Main improvements
<br />Bal Harbour, Florida
<br />Project Manager for a water improvements project within a gated residential community that included approximately 2,700 linear feet
<br />of new 8-inch pipe with new water services, hydrants, and valves. Due to its age, the existing water main needed to be replaced.
<br />Additionally, some of the existing water main within the project area was located within the rear lots, causing significant maintenance
<br />challenges. Therefore, the design included relocating backyard services to the front of the properties. This required horizontal directional
<br />drilling new service pipe from the front of each property to the rear. Most of the new water main was designed and constructed by
<br />horizontal directional drilling to limit disruption to the residents along with restoration requirements. Project scope included design,
<br />permitting, coordinating with Geotechnical and SUE Subconsultants, daily construction inspections, administering construction progress
<br />meetings, reviewing payment applications, approving shop drawings, reviewing RFI’s, and final project certification to close out permits.
<br />2020 - Ongoing 2020 - Ongoing
<br />Phase 3A infrastructure improvements
<br />Bal Harbour, Florida
<br />Project Manager for a water, sewer, drainage, and roadway improvements project within a gated residential community. Primarily
<br />driven by aging infrastructure, the project included approximately 700 linear feet of 8-inch gravity sewer main with laterals, 500 linear
<br />feet of 15-inch and 18-inch drainage pipe with catch basins, 5,000 linear feet of new curb and gutter, 8,000 square yards of asphalt
<br />milling and resurfacing with some re-grading, and 2,600 linear feet of 8-inch and 10-inch water main inclusive of pipe bursting and
<br />horizontal directional drilling with new services, valves, and hydrants. Additionally, water meters and services were relocated from the
<br />rear to the front of each property. Project scope included design, permitting, cost estimating, preparing technical specifications, bid
<br />evaluation, daily construction inspections, administering construction progress meetings, reviewing payment applications, approving
<br />shop drawings, responding to RFI’s, and final project certification to close out permits.
<br />2017 - Ongoing 2020 - Ongoing
<br />lift Station No. 48 Rehabilitation and Force Main Replacement
<br />Cooper City, Florida
<br />Project Manager for a municipal sewer pump station rehabilitation project including approximately 1,400 linear feet of force main
<br />replacement. Located in a residential neighborhood, the existing station utilizes suction-lift pumps that are housed above the wet well
<br />and are nearing the end of their useful service life. Additionally, the existing 4-inch cast iron force main was extremely corroded causing
<br />a significant reduction in its inner diameter. The design included a conversion of the station to a submersible type with new pumps, a
<br />new valve vault, and a new 4-inch HDPE force main designed primarily for horizontal direction drilling installation. Project scope includes
<br />design, permitting, incorporating Geotechnical and SUE findings, preparing a cost estimate, technical specifications, bidding assistance,
<br />coordinating and running construction progress meetings, conducting routine inspections, reviewing shop drawings, addressing
<br />Contractor RFI’s, and final project certification.
<br />2019 - Ongoing 2019 - Ongoing
<br />croissant Park Water Main Replacement
<br />Fort Lauderdale, Florida
<br />Project Manager for a residential project to replace 16,000 linear feet of undersized and deteriorating water main with DIP and HDPE
<br />pipe. The existing piping did not provide proper fire protection to the neighborhood. Residents were also filing complaints regarding
<br />water discoloration caused by corrosion of the existing cast iron mains. The project scope included design, permitting, reviewing and
<br />incorporating Geotechnical report findings, coordinating subsurface utility exploration for conflict resolutions, preparing quantity take-
<br />offs, cost estimating, preparing technical specifications, addressing Bidder RFI’s, and evaluating bid proposals. Most of the infrastructure
<br />was installed using HDPE and trenchless methods to minimize disturbance to the neighborhood, including pipe bursting and horizontal
<br />directional drilling. CGA also provided services during construction that included attending biweekly construction progress meetings,
<br />reviewing shop drawings, addressing Contractor RFI’s, conducting interim inspections, reviewing as-builts, and final project certification.
<br />2017 - 2020 2018 - 2020
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