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m.
<br />19. RELEVANT PROJECTS (CONT.)
<br />k.
<br />j.
<br />i.
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<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 />Sanitary Sewer hydraulic Model and evaluation
<br />Bal Harbour, Florida
<br />Project Manager and primary developer of a hydraulic model and overall evaluation of Bal Harbour Village’s sanitary sewer network.
<br />Bal Harbour Village owns, operates, and maintains a wastewater collection and transmission system that includes 27,000 linear feet
<br />of gravity sewer, 5,000 linear feet of force main, and two pump stations. Wastewater from various customers, including single family
<br />homes, oceanfront high rises, multi-family dwellings, and commercial properties, is collected and conveyed through laterals, gravity
<br />sewer main, force main, and pump stations. The purpose of the hydraulic study was to provide the Village with the capability to predict
<br />peak flows, hydraulic pressures, pump station capacities, and likelihood of surcharged conditions throughout their entire sanitary sewer
<br />network and to assess the capacity to serve future proposed demands.
<br />2019 2019
<br />Wastewater Treatment Plant Drying Bed Replacement
<br />Boca Raton, Florida
<br />Project Manager for a wastewater treatment plant project to replace and relocate the existing concrete drying bed at the City of Boca
<br />Raton’s Utility Services Complex. The drying bed structure is used as part of the City’s vacuum truck operations for drying sewer solids
<br />before properly disposing of the dry sludge. The existing drying bed had reached the end of its useful service life due to its constant
<br />use and harsh environmental. A new, larger, and segmented drying bed was designed and constructed to improve daily operations and
<br />efficiency. Project tasks included design, verifying turning radii and clearances for vacuum truck operations, reviewing Geotechnical
<br />findings, resolving utility conflicts, cost estimating, preparing technical specifications, addressing Bidder RFI’s, evaluating bid proposals,
<br />attending monthly construction progress meetings, reviewing shop drawings, addressing Contractor RFI’s, coordinating minor changes
<br />during construction, conducting interim inspections, reviewing as-builts, and final project certification.
<br />2017 - 2019 2018 - 2019
<br />Pines Village Water Main Replacement - Phase i
<br />Pembroke Pines, Florida
<br />Project Manager for a residential neighborhood project to replace 20,000 linear feet of undersized and corroded galvanized water main with
<br />new PVC and DIP. The buildup of rust in the existing mains resulted in numerous complaints about water discoloration and low pressures.
<br />The design also included relocating water meters to the front of the properties and replacing private water services including dual check
<br />valves and the installation of thermal expansion control devices at the house connections. Approximately half of the existing water mains
<br />were located in the backyards of the single-family residential properties. Along with the relocations, water meters were also replaced
<br />to allow for automatic readings. Project responsibilities included design, permitting, reviewing and incorporating Geotechnical findings,
<br />preparing quantity takeoffs, cost estimating, preparing technical specifications, addressing Bidder RFI’s, evaluating bid submittals, and
<br />attending neighborhood meetings with the City to address residents’ questions.
<br />2018 2018 - 2019
<br />Phase 2B Water Main improvements
<br />Bal Harbour, Florida
<br />Project Manager for a water main replacement project just east and parallel to Collins Avenue in Bal Harbour, Florida. The existing
<br />8-inch water main was undersized and was located within easements on the properties of two high-rise condominiums. The new HDPE
<br />12-inch water main was proposed within the same easement but was designed using primarily horizontal directional drilling methods
<br />due to existing hardscape and access limitations. Reconnecting existing services, fire lines, and restoration had to be coordinated with
<br />the Health Department, the Fire Department, and the Property Managers for the affected condominiums. The fast-tracked project was
<br />completed in about two months. Project scope included design, permitting, incorporating Geotechnical and SUE findings, coordinating
<br />and running a preconstruction meeting with all stakeholders, reviewing shop drawings, addressing Contractor RFI’s, conducting interim
<br />inspections, overseeing testing, preparing record drawings, and final project certification.
<br />2019 2019
<br />Natalie’s cove Drainage improvements
<br />Cooper City, Florida
<br />Project Engineer for the design and modification of a stormwater conveyance system for drainage improvements in the local
<br />neighborhood. A drainage model and analysis were conducted for the entire basin. It was determined that significant stormwater level
<br />of service improvements could be attained by increasing conveyance pipe sizes throughout the system and by increasing the existing
<br />lake storage capacity via dredging along the bank. In addition to these stormwater improvements, the project consisted of roadway
<br />resurfacing and ADA compliance modifications for pedestrian sidewalks. Project responsibilities included hydraulic modeling, design,
<br />permitting, addressing permitting agency comments, preparing quantity take-offs, cost estimating, preparing technical specifications,
<br />and addressing Bidder RFI’s. CGA also provided typical services during construction.
<br />2013 - 2020 2018 - 2020
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