GEI Consultants, Inc. Bid Document (11)

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GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 120 JOSE A. COMPRES, PE 120 Hallandale Beach Control Station: Stormwater Pump Station and Existing Bridge (Hallandale Beach, FL) Mr. Compres led the structural design of a stormwater pump station at SW 11th Street in Hallandale Beach, FL. Due to spatial constraints, the pump station was strategically positioned within an existing canal, necessitating the creation of a specialized cofferdam. His team engineered a 60x80-foot cofferdam with a height of 35 feet, utilizing sheet piles embedded 30 feet below the canal bed. The design incorporated a top ring beam to counteract lateral pressures from water and adjacent soil, while also facilitating the installation of sheet piles on one side. During construction, Mr. Compres addressed the stabilization of the nearby bridge foundation, which experienced settlement due to equipment traffic. This involved designing additional piles to reinforce the supporting beams at the bridge ends, ensuring structural integrity. Regency House Apartments (Miami Beach, FL) Mr. Compres oversaw structural assessment of an 8-story 57-unit building, performing a visual inspection to document existing conditions and develop recommendations for repair. The scope included a seawall inspection using a Video Ray Pro4 ROV equipped with Blue View multi-beam sonar. Deliverables consisted of written reports, video documentation, photographs, and sonar imagery. Additional investigation involved sounding and marking techniques to accurately determine the extent of concrete deterioration. Based on the assessment findings, comprehensive repair plans were prepared, including structural drawings, engineering calculations, a cost estimate for the identified deficiencies, and structural repair documentation for the adjacent 11-story building located on the project site. North District Wastewater Treatment Plant (NDWWTP) Pretreatment/Sludge Transfer Building Upgrades, Miami-Dade County Water & Sewer Department (MDWASD) Mr. Compres supervised the structural design for the NDWWTP Pretreatment/Sludge Transfer Building Upgrades for the Miami-Dade County Water & Sewer Department (MDWASD). His responsibilities included designing an exterior retaining wall to support a new egress balcony, reinforcing new openings, and designing two metal egress balconies and stairs, all supported by a concrete structure and auger cast concrete piles. The design also incorporated two metal canopies to cover both balconies and stairs. Additionally, Mr. Compres supervised the structural plans for the removal of five existing skylights, along with sealing and waterproofing two enclosures (74’ x 12’) and three 8’ x 5’ openings with metal-plated lids. He led the design of a concrete-reinforced diversion box and the construction of a new block wall in the lobby area to enclose several stairs. Furthermore, Mr. Compres oversaw the design of removable passthrough metal pads, attached to a concrete platform for worker safety, designed to be removed since part of the platform was above an existing machinery opening used for cranes. Finally, he supervised the design of a removable metallic lid for the Screening Room. Pump Station No. 592 - Miami-Dade Water and Sewer Department (WASD) Structural Design (Miami-Dade, FL) Mr. Compres played a critical role in designing approximately 2,750 LF of 24-inch force main along SW 147th Avenue, from SW 176th Street to SW 184th Street. His responsibilities included designing connections to existing 12-inch and 16-inch force mains, overseeing an open-cut pipeline installation, and designing a 200-foot micro-tunnel operation to cross a railroad easement. The pipeline continued south, connecting to an existing stub-out at SW 184th Street. 2455 Polk St. Buildings -Civil Design & Sewer Connection (Hollywood, FL) Mr. Compres, as the Engineer of Record, provided a set of civil drawings for the design of approximately 950 LF of gravity sewer line to connect the property to the City of Hollywood sewer system for the project. The project included 12 gravity sewer laterals, a water connection detail, paving and drainage, coordination with the building department to determine the connection point, all required