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E-55Proven solutionsResponsive and dependable performance
<br />City of Sunny Isles Beach RFQ No. 20-07-01: Continuing Professional Consulting Services (CCNA)
<br />as-built information, and site inspections. The data
<br />indicated that this pump station had undersized pumps,
<br />wet well, discharge piping and valve vault. The design
<br />included a new 8-foot diameter wet well, a new valve
<br />vault, new 21.5 HP pumps, new 10-inch discharge piping,
<br />a new electrical panel, 250 LF of 10-inch force main,
<br />and a complete civil site redesign to optimize use of the
<br />limited space.
<br /> »Design of Pump Station No. 147: Analyzed and designed
<br />the upgrades to PS 147. The station analysis included
<br />reviewing SCADA data, hydraulic information provided
<br />by WASD, as-built information, and site inspections. The
<br />data indicated that this pump station had undersized
<br />pumps, wet well, discharge piping and valve vault. The
<br />design included a new 8-foot diameter wet well, a new
<br />valve vault, new 56 HP pumps, new 10-inch discharge
<br />piping and force main, a new electrical panel, a new
<br />permanently installed 175 KW emergency generator, and
<br />a complete civil site redesign to optimize the limited
<br />space.
<br /> »Design of Pump Station No. 331: Analyzed and designed
<br />the upgrades to PS 331. The station analysis included
<br />reviewing SCADA data, hydraulic information provided
<br />by WASD, as-built information, and site inspections.
<br />This station is a large underground wet well / dry
<br />well facility with a concrete above ground enclosure.
<br />Originally, WASD requested that we retrofit this station,
<br />but our survey identified that the station was built
<br />partially outside of its designated easement. Our design
<br />incorporated a complete demolition of the existing
<br />station, and a complete layout design within the correct
<br />easement boundaries. The design included a new 8-foot
<br />diameter wet well, a new valve vault, a new receiving
<br />manhole, new 34 HP pumps, new 8-inch discharge
<br />piping, a new electrical panel, and new 18-inch gravity
<br />piping. The layout design for this pump station required
<br />early communication with FPL to relocate an existing
<br />transformer.
<br /> »Design of Pump Station No. 440 (Phase 1): Analyzed
<br />and designed the upgrades to PS 440 (Phase 1). The
<br />station analysis included reviewing SCADA data,
<br />hydraulic information provided by WASD, as-built
<br />information, and site inspections. With this data, it was
<br />concluded that this station required resurfacing and
<br />recoating the inside of the existing wet well, new 10 HP
<br />pumps, and a new motor connection box. This station
<br />was challenging because of the existing elevation of
<br />the inflow. The existing system does not allow for a
<br />reasonable effective volume without surging the gravity
<br />system, which our PM allowed since CES also designed
<br />a new pump station to replace this station. The design,
<br />although temporary, was designed to avoid clogging
<br />during the gravity system surging and to keep surging to
<br />a minimum to protect private property.
<br /> »Design of Pump Station No. 440 (Phase 2): Analyzed
<br />and designed the upgrades to PS 440 (Phase 2). This
<br />design is a completely new pump station located within
<br />the public right of way to replace the existing station
<br />located in an easement behind four single family
<br />residences. The station analysis included reviewing
<br />SCADA data, hydraulic information provided by WASD,
<br />as-built information, and site inspections. The design
<br />included a new 8-foot diameter wet well, a new valve
<br />vault, new 10 HP pumps, new 8-inch discharge piping,
<br />a new electrical panel, and complete civil site design to
<br />minimize the impact to the public right of way.
<br /> »Design of Pump Station No. 081: Analyzed and designed
<br />the upgrades to PS 081. The station analysis included
<br />reviewing SCADA data, hydraulic information provided
<br />by WASD, as-built information, and site inspections. The
<br />data indicated that this pump station had undersized
<br />pumps, wet well, discharge piping and valve vault. The
<br />design included a new 8-foot diameter wet well, a new
<br />valve vault, new 20 HP pumps, new 8-inch discharge
<br />piping, a new electrical panel, 950 LF of 8-inch force
<br />main, and a complete civil site redesign to optimize use
<br />of the limited space.
<br /> »Design of Pump Station No. 592 (24-inch Force Main):
<br />Design of approximately 2,750 LF of 24-inch force main
<br />along SW 147th Avenue from SW 176th Street to SW
<br />184th Street. The design consisted of connecting to an
<br />existing 12-inch and an existing 16-inch force main at
<br />SW 176th Street. The pipeline continues south utilizing
<br />an open cut method of installation. A 200-foot micro-
<br />tunnel operation was designed to cross an existing
<br />railroad easement. The pipeline then continues south
<br />and connects to an existing stub-out located at SW 184th
<br />Street. Our PM was in direct contact with the CSX Utility
<br />Coordination Department to accelerate the permitting
<br />process.
<br /> »Design of Pump Station No. 672: Analyzed and designed
<br />the upgrades to PS 672. The station analysis included
<br />reviewing SCADA data, hydraulic information provided
<br />by WASD, as-built information, and site inspections. The
<br />data indicated that this pump station had undersized
<br />pumps, wet well, discharge piping and valve vault. The
<br />design included a new 8-foot diameter wet well, a new
<br />valve vault, new 47 HP pumps, new 8-inch discharge
<br />piping, a new electrical panel, and a complete civil site
<br />redesign to optimize use of the limited space.
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