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12CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 <br />Constructability Assessment // The proposed system will <br />be refined based on a constructability assessment considering <br />the subsurface conditions; the potential existing and future utility <br />conflicts; the anticipated methods of construction; the overall timeline <br />of construction; the current use of the areas to be disturbed; and the <br />surrounding properties. <br />Operation and Maintenance // As with any infrastructure <br />system, once the design and construction phases are complete, <br />the operation and maintenance (O&M) of the system continues <br />for the life of the system. Our team understands the operational <br />and maintenance requirements of each of the proposed system <br />components and will account for this requirement when siting each of <br />the proposed systems components. <br />Maintenance costs and efforts can be minimized by implementing <br />easy access hatches. <br />Structural Design <br />The pump station design will consist, where applicable, of precast <br />elements to speed construction. Casting will be performed as <br />excavation proceeds, so elements can be placed immediately after <br />excavation reaches the necessary depths. Cast-in-place concrete is <br />limited to tremie bases, structure inverts, and connections between <br />the pollution control units and diversion/ bypass weir structure. <br />Precast designs for the junction structures will adhere to FDOT <br />Index 200 requirements, except where installation depths require <br />greater reinforcement and concrete thicknesses. Access covers will be <br />designed for a minimum of HS-20 loading. Structures will be sized for <br />hydraulic configurations and the wet well structures will be optimized <br />in dimension, based on the pump manufacturer’s requirements for <br />the necessary internal hydraulic characteristics of the pump station <br />wet well. Structures will be checked for buoyancy and appropriate <br />measures will be taken to ensure an adequate factor of safety. <br />Structures will be set to the final controlling invert elevation of the <br />intake piping as specified in the City. <br />Electrical Design <br />Our Team’s electrical design approach is focused around efficiency <br />and reliability. This means having the power when needed through <br />early coordination with FP&L, as well as maintaining the required <br />electrical capacity. The major components of the electrical and <br />controls system are as follows: Florida Power and Light (FP&L) electric <br />service, manual transfer switch, portable generator receptacle, <br />switchboard, VFDs, submersible pumps, 480V panelboard, and <br />280Y/120V lighting panelboard. To meet the requirements of the <br />installed capacity pumping system a new 1,000 A, 480V electric <br />service will be provided by FP&L. Coordination with FP&L will begin <br />very early in the process to minimize potential delays. FP&L will <br />furnish and install primary feeder, padmounted transformer and <br />concrete pad, metering current transformers (CTs), and utility meter. <br />A generator receptacle will be installed to provide a means for <br />supplying an alternate source of power to the pump station, in the <br />event the FP&L service becomes unavailable, or if required for other <br />reasons. The receptacle is sized for running just two of the pumps <br />simultaneously. Switchover from utility power to standby power <br />will be provided via a manual transfer switch. As part of the site <br />improvements, site lighting will be provided to meet the minimum <br />illumination level of 0.5 fc and other design parameters listed in <br />the DCP and will include energy efficient LED luminaries. Exterior <br />electrical equipment, such as the pump control panel, will be buffered <br />with an architecturally designed enclosure. We understand that the <br />City is currently designing the enclosure that is required, per the <br />DCP. The Pump Station panel will be installed such that the lowest <br />elevation of the control panel is at, or above, the Base Flood Elevation <br />(BFE) plus two (2) feet or elevated to 8.44’ NAVD. The pump control <br />panel will include a control unit, telemetry unit, Ethernet, switches, <br />relays, time delay components, and antenna, and will be furnished <br />with the required equipment for monitoring and recording of pump <br />station telemetry for SCADA. A spare conduit will be provided for <br />installation of a radio antenna required for future integration of the <br />pump station into the SCADA system. <br />Utility Coordination <br />Relying on the CES Teams’ collective experience in the region <br />and hands-on knowledge particularly associated to infrastructure <br />improvements within the Coastal Communities, we find that proactive <br />utility coordination plays a critical role in completing a project <br />successfully. Conflicts with utilities not only affect project costs, <br />they also have a direct impact in the project timeline and generate <br />the inconvenience of longer construction activity for residents <br />and businesses in the vicinity and can disrupt essential services <br />to the public. As such, early collaborative coordination with utility