PSA - Design Services New Fellows Booster Station – Donohue & Associates

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Page 3 (Exhibit A – Engineer’s Services) EJCDC E-500 Agreement Between Owner and Engineer for Professional Services Copyright © 2008 National Society of Professional Engineers for EJCDC. All rights reserved. replacements, as directed by the Owner and as indicated by the results of the WaterCAD model outputs. 10.It is currently assumed that the new Fellows BS will be located on the Fellows BS property, directly west of the existing facilities. 11.A power and harmonic mitigation study will be performed to verify that the existing electric service to the site can effectively power the new booster pumping station. Engineer shall provide Basic and Additional Services as set forth below. PART 2 – SCOPE OF SERVICES A1.03 Engineer will perform the following Professional Services: A.Engineer’s project team members will meet with the applicable South Bend Water Works and Engineering staff in a Project Kick-Off Meeting (Workshop #1). During said workshop, the Owner will provide to Engineer the existing relevant project information, such as existing water main drawings, design summary information and record drawings for the existing Fellows BS, WaterCAD background information, and other data. The project team will review the project goals and objectives, and project schedule. During this meeting, the Water Division staff will outline its expectations for scenarios of pump station operation that it wishes for Engineer to model using WaterCAD. Engineer will then perform a field visit to review the existing Fellows BS facility. Within 14 calendar days of Workshop #1, Engineer will provide the Owner and its team members a PDF copy of the meeting minutes, for review and comment. B.Engineer will complete the topographic survey of the site, which will be used in conjunction with Owner provided drawings/documents as the basis of the project site drawings for design activities. Said survey will not include any boundary surveys or title work and will be used for design purposes only. Refer to Figure A-1 for the approximate survey limits. C.Engineer will provide a geotechnical study of the anticipated new booster station location. The study will be based on three (3) soil borings (two at 20-feet deep and one at 40-feet deep), which will be located in the field after consultation with the Owner, but are anticipated to be located as indicated in Figure A-2. D.Using the information provided by the Owner during Workshop #1, Engineer will compile up to three (3) modeling run scenarios to determine if the desired pumping configuration of the new booster pumping station can meet system demands and what additional upgrades might be needed to achieve that goal. Upon completion of the modeling runs, Engineer will assemble a brief Technical Memorandum that outlines the modeling procedures and assumptions and which summarizes the modeling results.