Professional Services Agreement - Beam Longest and Neff LLC - Design of Pedestrian Bridge for Leeper Park Improvement Project

Home Browse Search

Docusign Envelope ID: E657424D-142C-4DDA-851=9-31D697BE4B70 This is EXHIBIT A, consisting of 12 pages, referred to in and part of the Agreement between Owner and Engineer for Professional Services dated , Engineer's Services Article 1 of the Agreement is supplemented to include the following agreement of the parties. Engineer shall provide Basic and Additional Services as set forth below. PART I — BASIC SERVICES A1.01 Study and Report Phase A. Engineer shall: 1. Consult with Owner to define and clarify Owner's requirements for the Project and available data. 2. Advise Owner of any need for Owner to provide data or services of the types described in Exhibit B which are not part of Engineer's Basic Services. 3. Identify, consult with, and analyze requirements of governmental authorities having jurisdiction to approve the portions of the Project designed or specified by Engineer, including but not limited to mitigating measures identified in the environmental assessment. 4. Identify and evaluate two (2) alternate solutions for the pedestrian bridge location available to Owner and, after consultation with Owner, recommend to Owner those solutions which in Engineer's judgment meet Owner's requirements for the Project. -5-. Prepare a report (the "Report") which will, as appropriate, contain schematic layouts, sketches, and conceptual design criteria with appropriate exhibits to indicate the agreed -to requirements, considerations involved, and those alternate solutions available to Owner which Engineer recommends. For each recommended solution Engineer will provide the following, which will be separately itemized: opinion of probable Construction Cost; proposed allowances for contingencies; the estiniffted total ,,, s4s of design, professional, a. � , en the basis of 6. Perform or provide the following additional Study and Report Phase tasks or deliverables: Engineer will perform a preliminary hydraulic analysis of the St. Joseph. River, utilizing the existing FIS Study in HEC-RAS format and interpolated sections to determine preliminary bridge sizing for the pedestrian bridge crossings and impacts to the waterway. Engineer will generate a Technical Memo providing the research performed to date for the future boardwalk proposed to cross under the existing SR 933 bridge. No additional Page 1 (Exhibit A — Engineer's Services) EJCDC L-500 Agreement Between Owner and Engineer for Professional Services Copyright O 2008 National society of Professional Engineers for EJCDC. All rights reserved.