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72CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01
<br />PROJECTS
<br />West Avenue Neighborhood and Resiliency
<br />Improvements Design/Build
<br />Miami Beach, FL
<br />In its continuing efforts to address sea level rise, the City of
<br />Miami Beach awarded Ric-Man Construction and CES with
<br />this design/build contract for neighborhood improvements
<br />throughout the West Avenue Corridor.
<br />The scope of work for this project includes the complete
<br />replacement and rehabilitation of all public underground water,
<br />sanitary sewer, and storm sewer utilities, including a new
<br />80,000 GPM storm water pump station within the project’s
<br />corridor. In addition, as the lead civil designer, CES s responsible
<br />for the complete street redesign which includes raising the
<br />existing grade of the roadway by approximately 2 feet, a revised
<br />typical section to incorporate a pedestrian/bicyclist-friendly
<br />corridor, public/private property harmonization, new traffic
<br />signals, street lighting, and landscaping. This contract also
<br />includes the design of a “bay walk”, which extends into Biscayne
<br />Bay, west of the proposed pump station.
<br />The utilities being installed include 16,000 LF of water main,
<br />7,050 LF of sanitary gravity sewer, 12,800 LF of storm sewer and
<br />an 80,000 GPM stormwater pump station and outfall.
<br />Clients Name and Address: City of Miami Beach, 3100 SW 15th
<br />Street, Deerfield Beach, Fl 33442
<br />Contract Dates: 2017-Ongoing
<br />WASD PS 331 Upgrades
<br />Miami Lakes, FL
<br />CES, as one of the PSIP design consultants, was tasked to
<br />analyze and design the improvements for PS 331. This station
<br />required a complete conversion from an existing wet well / dry
<br />well to a new submersible pump station. The existing pump
<br />station was a very large underground facility with a concrete
<br />block structure set on grade. The facility was very old and
<br />required asbestos and lead investigation, which concluded
<br />that abatement was necessary. The original approach to this
<br />design was to utilize the underground structure to create a
<br />non-conventional wet well, but during the surveying process,
<br />it was discovered that the existing pump station was built with
<br />a large portion outside of the designated easement. With this
<br />information, it was decided to demolish the entire pump station
<br />and design a conventional submersible pump station. The
<br />design included demolition plans, civil site plans, mechanical
<br />plans, structural plans, and electrical plans. The design included
<br />a new 8-foot diameter wet well and valve vault, new 34 HP
<br />pumps, 10-inch diameter discharge piping, a new receiving
<br />manhole, approximately 50 feet of 18-inch gravity piping, and a
<br />new electrical
<br />control panel.
<br />Additionally,
<br />an existing FPL
<br />transformer
<br />required
<br />relocation
<br />to fit all the
<br />features into
<br />the easement
<br />boundary. Our
<br />team provides
<br />full design services, which includes surveying, geotechnical
<br />engineering, civil engineering, mechanical engineering,
<br />structural engineering, and electrical engineering.
<br />The main complexities of these projects and designs are the
<br />accelerated schedules required to meet the Consent Decree
<br />schedules. The aggressive schedule requires efficient project
<br />management and effective project controls.
<br />Clients Name and Address: Miami-Dade County Water and
<br />Sewer Department (WASD), 3071 SW 38th Avenue, Miami,
<br />Florida 33146.
<br />Contract Dates: 01/20015-04/2016
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