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Similar Project Experience
<br />The project consists of furnishing all materials, labor, and equipment necessary to upgrade Sewage Pump Station
<br />No. 0351, including, but not limited to, providing uninterrupted by-pass pumping capabilities for the existing pump
<br />station flow during all construction times and until the proposed improvements for the pump station are completely
<br />operational and accepted by the Owner; demolition of existing force mains; refurbishing the existing wet well top slab,
<br />furnish and install new dual 7.5 HP submersible pumps and all associated piping, fittings, equipment, hardware, and
<br />appurtenances for new discharge and emergency connection; furnish and install new control panel, meter can, main
<br />disconnect, motor connection box, new electrical service, power and control conduits and wiring, and the required
<br />concrete slabs and mounting structures; install the RTU enclosure (provided by the Department) and the SCADA
<br />antenna; connection of new electrical service to the pump station. Complete installation of 2700 LF of 8” F.M. along
<br />NW 39 Ave from 175th St to NW 181st St, including the connection to the existing manhole on NW 181st St as
<br />indicated in plans.
<br />A&P Engineers’ team, on behalf of the City of Miami Beach, recently finalized the construction of one of its biggest
<br />stormwater pump stations. This pump has the capacity to move 80,000 gallons per minute (gpm) and is just one of 80
<br />stormwater pump stations the City will construct within the next 8-10 years in order to combat the tidal events and
<br />sea level rise. This design was intended to serve as the prototype for the other pump stations that t he City plans to
<br />construct in the future. In the initial phase of the pump station, trash racks capture solids that are 1” or larger before
<br />the flow reaches the Collins Canal. The remaining flow is split into trains, with a capacity of 40,000 gpm, and is directed
<br />to a water treatment structure and then a wet-well equipped with 2 20,000 gpm axial pumps. The pump station has
<br />been designed with overflow structures for redundancy and to prevent intrusions from tidal events. This project
<br />also saw the construction of a higher seawall, with a minimum top elevation of 5.70’ NAVD, to ensure our design’s
<br />resiliency against future conditions.
<br />CLIENT NAME Miami-Dade Water & Sewer
<br />LEAD DESIGNER A&P Consulting Transportation Engineers, Corp.
<br />PROJECT DURATION April 2015 - December 2016
<br />CONSULTANT CONTRACT AMOUNT 187,000.00
<br />CLIENT NAME City of Miami Beach
<br />LEAD DESIGNER A&P Consulting Transportation Engineers, Corp.
<br />PROJECT DURATION May 2016 - May 2018
<br />CONSULTANT CONTRACT AMOUNT 450,000.00
<br />ROLANDO M. ROQUE
<br />(786) 552-8129
<br />roquer@miamidade.gov
<br />
<br />LUIS SOTO, P.E.
<br />(305) 673-7000 EXT: 6924
<br />luissoto@miamibeachfl.gov
<br />Rehabilitation of Pump Station 351, Miami, Florida
<br />Stormwater Pump Station at Miami Beach Convention Center
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<br />KEY PERSONNEL
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<br />Arnelio Alfonso, P.E., Lazaro Ferrero, P.E., Angela Baron-Ruiz, P.E., Antonio G. Acosta, PE, C.G.C., Osmany Alfonso, P.E., Adrian Alfonso,E.I.,
<br />Eduardo Martinez, P.E., Alex Guon, P.E.
<br />Arnelio Alfonso, P.E., Lazaro Ferrero, P.E., Angela Baron-Ruiz, P.E., Antonio G. Acosta, PE, C.G.C., Osmany Alfonso, P.E., Adrian Alfonso,E.I.,
<br />Eduardo Martinez, P.E., Alex Guon, P.E.
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