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<br />19. RELEVANT PROJECTS (CONT.)
<br />p.
<br />o.
<br />n.
<br />q.
<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. 9 Rehabilitation
<br />Davie, Florida
<br />Project Manager for a municipal sewer pump station rehabilitation. The existing pumps failed when the mechanical room flooded with
<br />sewage backflow from the adjacent wet well. Since the station was being operated 24 hrs/day by a portable diesel-powered bypass pump
<br />in a residential neighborhood, it quickly became a priority project for the Town. The project was unique in that the station is located within
<br />Hollywood. Therefore, additional coordination was required between the two municipalities for permitting and construction scheduling.
<br />The project scope included site visit documentation, pump manufacturer coordination and specifications, sewer flow analysis, hydraulic
<br />calculations, ventilation system sizing, electrical and instrumentation, sump pump and piping replacement, cost estimating, permitting,
<br />preparation of contract documents for bidding, addressing Bidder RFI’s, evaluating submitted bids, shop drawings reviews, addressing
<br />Contractor RFI’s, reviewing and negotiating change orders, construction inspections, reviewing as-builts, and final project certification.
<br />2017 - 2018 2018
<br />Sewer Pump Station B-10 Rehabilitation
<br />Fort Lauderdale, Florida
<br />Project Manager for a municipal sewer pump station rehabilitation project. The existing pumps were reaching the end of their service
<br />life, and the existing concrete wet well was consistently leaking into the dry mechanical room. Coordinating with the neighboring
<br />residents, designating equipment staging areas, and determining proper MOT were crucial, since the station is located in the median of
<br />the road. Tasks included analyzing existing flow and pressure conditions, hydraulic calculations, specifying new pumps, new electrical
<br />and ventilation design, permitting, preparing technical specifications, bidding assistance, addressing Contractor RFI’s, reviewing shop
<br />drawings, conducting routine inspections, reviewing and negotiating change orders, as-built reviews, and final project certification.
<br />2015 - 2019 2017 - 2019
<br />Sewer Pump Station D-41 Replacement
<br />Fort Lauderdale, Florida
<br />PM for a municipal sewer main & PS replacement. Upgrades to the station’s operating capacity were needed due to excessive flows,
<br />frequent surcharging, & accommodation for future development sewer contributions. The scope entailed replacement & relocation of
<br />existing station & redirection of gravity sewer conveyance network. Coordination played a key role in this project as the proposed location
<br />for the PS & design of the new sewer main had to be planned with the neighboring development & their design team. Specific project
<br />tasks included analysis of existing sewer flow contributions, review of existing force main pressures, hydraulic calculations for designing
<br />new force main & submersible pumps, valve vault design, electrical & instrumentation design, permitting, coordinating with other
<br />disciplines including Geotechnical & SUE, preparing technical specifications, bidding assistance, addressing Contractor RFI’s, reviewing
<br />& negotiating change orders, shop drawing reviews, conducting routine inspections, reviewing as-builts, & final project certification.
<br />2015 - 2018 2017 - 2018
<br />Bayshore Drive Drainage improvements
<br />Fort Lauderdale, Florida
<br />Project Manager for the analysis and design of drainage system improvements in the Central Beach Alliance Neighborhood located off
<br />A1A. The scope included preparation of a drainage model for existing site conditions by using ICPR and utilizing survey, record drawings,
<br />and LIDAR for calibration. A full drainage report summarized the different options for improvements in the area with associated costs.
<br />Some of the proposed alternatives included exfiltration trenches, drainage injection wells, and tidal check valves. Ultimately, the City
<br />tasked CGA to design tidal check valves on the outfall pipes and additional stormwater structures and conveyance piping in areas with
<br />significant ponding. layout. Additionally, the City requested traffic improvements by the addition of a median at the unique intersection of
<br />Bayshore Drive, Riomar Street, and Antioch Avenue. CGA also provided typical services during construction.
<br />2014 - 2019 2016 - 2019
<br />Bid Pack 8 infrastructure improvements
<br />Oakland Park, Florida
<br />Project Engineer for the water and sewer improvements project. Design included approximately 18,000 linear feet of water main
<br />replacement, 800 linear feet of drainage with exfiltration trench, 2,500 linear feet of sidewalk, rehabilitation of a sewer pump station, and
<br />installation of four sewer combination air valves (SCAV) on the existing force main network. The system upgrades consisted of replacing
<br />two-inch and four-inch diameter water main with either six-inch or eight-inch PVC or DIP. Additional fire hydrants were designed to
<br />provide adequate fire protection for the residential neighborhoods. In addition to these water main improvements and SCAV’s, the sewer
<br />pump station improvements were a critical component of this project. The station was experiencing failure due to extended run times
<br />because of increases in collected wastewater flows and discharge force main pressures. Electrical upgrades and the design of variable
<br />frequency drives were required to handle the various flow conditions.
<br />2014 - 2018 2018 - 2019
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