MICHAEL BAKER INTERNATIONAL, INC-A-2020-075-02

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Ilk REQUEST FOR PROPOSAL m On -Call Water Resources Engineering Services _ _ (RFP NO.19.100) ALA a ®�"►, i�� Lincoln Avenue 12" Waterline Replacement, Anaheim, California.* City ofAnaheim. Project Manager. Included installing approximately 3,000 linear feet of new 12-inch-diameter DIP water main in Lincoln Avenue between La Plaza and State College Boulevard to improve the fire flow in the portion of the City's 335 Pressure Zone. Pearson Park Recycled Water Conversion, Anaheim, California.* City of Anaheim. Project Manager. Design services as part of a Design/Build JV to provide recycled water for irrigation purposes in Pearson Park. Project included installation of 0.25-MG underground reservoir and two submersible pumps, controls, connections, and a domestic water back up connection, including coordination with parks department to be able to program pumping and irrigation times. La Sierra Pipeline and Pumping Station Project, Riverside County, California. Western Municipal Water District. Project Manager. Michael Baker provided engineering and design services for the La Sierra Pipeline and Pumping Station Project, and is currently providing construction engineering support services. The client provides drinking water to customers located within a 510-square mile district of western Riverside County. Water resources include treated surface water and treated groundwater. The surface water is imported from Northern California and treated at the Mills water treatment plant. The local groundwater is treated at the Chino II Desalter and the Arlington Desalter. Michael Baker assisted in designing facilities to transfer treated groundwater to a residential area of the district where customers are currently receiving water from the Mills water treatment plant only, including a new 1.5 MG concrete reservoir and a high-pressure pumping station. When completed, the facilities will allow the client to transfer up to 20 cubic feet per second of treated groundwater from the desalination plants to the area. The work included P&ID development, SCADA, and electrical distribution and controls design. Downey Wells, Downey, California. Geoscience. Technical Manager. As part of a consultant team, Michael Baker provided engineering services for the design, installation, and equipping of two new groundwater wells for the city's water system. The project began with a comprehensive geohydrological, engineering, and hydraulic assessment of six alternative well sites. This assessment addressed site - specific needs, evaluated site suitability for well construction and operation, and identified required off -site pipeline facilities. Michael Baker's subsequent tasks included ensuring environmental and regulatory permitting compliance, preparing a preliminary design report, developing design plans and technical specifications for the equipping of both wells, and providing engineering support, construction coordination, and inspection services during construction. La Paz/Moulton PW System Configuration.* Moulton Niguel Water District. Project Manager for the preliminary and final design of the construction of approximately 1500-feet of 12-inch potable water main along Moulton Parkway and La Paz Road and their connections to the existing system as well as abandonment of the existing pressure reducing station and water lines. The improvements will combine the water and fire systems and provide point of connections at the driveway right-of-way at the end of the commercial property for future connections to the District's 450-zone water. Antonio Parkway Forcemain Alignment.* Santa Margarita Water District. Project Director for the preparation of a Preliminary Design Report. The PDR addressed the realignment of a 24" ductile iron forcemain in the City of Rancho Santa Margarita. The alignment being studied consisted of adding several thousand feet of length to the forcemain that would be routed across a bridge, along an existing park (baseball fields, skate park and dog park), to a point of connection to an existing 24" forcemain on the eastern side of a creek. Services included developing a revised system curve/pump curve analysis, identifying changes to pumping head due to increased forcemain length, address forcemain diameter, preparation of a preliminary cost estimate and conceptual construction drawings, and preparation of a technical memorandum summarizing the engineering evaluation of the forcemain realignment. *Experience prior to joining Michael Baker EMMMM Proposal I Page R-14 On -Call Water Resources RFP No. 19-100 INTERNATIONAL