Professional Services Agreement - DLZ Indiana LLC - Douglas Road Lift Station

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,.EJ'CD C ENGINEERS JOINT CONTRACT DOCUMENTS COMMITTEE AGREEMENT .BETWEEN OWNED.. AND ENGINEER FOR PROFESSIONAL SERVICES THIS IS AN AGREEMENT effective as of 3/26 2019 ("Effective Date") between City of South Bend acting by and through the Board of Public Works ("Owner") and DLZ Indiana, LLC, 2211 East Jefferson Blvd. South Bend, Indiana 46615 ("Engineer"). Owner's Project, of which Engineer's services under this Agreement are a part, is generally identified as follows: DOUGLAS ROAD LIFT STATION RELOCATION ("Project") ............... Engineer's services under this Agreement are generally identified as follows: Professional engineering services for the City's relocation of the Douglas Road lift station and sanitary sewer forcemain due to conflicts with the Douglas Road Reconstructions Project Des. No. 1400639 project, which includes added travel lanes and bridge reconstruction from Ivy Road to S.R. 23. The Douglas Road lift station relocation will be incorporated into the construction documents as appropriate for the Douglas Road Reconstruction project phases. The overall scope of the Douglas Road Reconstruction project is anticipated to be separated into two construction contracts. Phase 1 includes the Douglas Road / Ironwood Road intersection and the Douglas Road and Ironwood Road bridges over Juday Creek. Phase 2 is anticipated to include road reconstruction from Ivy Road to approximately 900 feet west of Ironwood Road, and from the Douglas Road bridge over Juday Creek to SR 23. The existing Douglas Road lift station pumping capacity is 1,250 gallons per minute (gpm) and the existing 10" forcemain located under the proposed Douglas Road lane additions is approximately 2,700 feet in length. The existing lift station will be replaced with a submersible duplex pump station with an automatic transfer switch and plug for portable generator connection. An on -site emergency generator will be included as an alternate bid item. The proposed lift station will include submersible pumps having the same flow rate, total dynamic head and horsepower design parameters as the existing pumps. The existing lift station will be maintained in operation until the new lift station is operational. The existing lift station will be abandoned and demolished. The sanitary sewer relocation will consist of approximately 2,700 lineal feet of 10-inch forcemain relocation, addition of pressure relief valves where required, and approximately 150 lineal feet of 12- inch gravity sanitary sewer pipe and manholes. Refer to Exhibit A, Figure No. 1 for the Project Limits Map. Page l EJCDC E-500 Agreement Between Owner and Engineer for Professional Services Copyright © 2008 National Society of Professional Engineers for EJCDC. All rights reserved.