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PSA - Portage & Elwood Improv. Proj No. 123-064 – Hanson Professional Services Inc.
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PSA - Portage & Elwood Improv. Proj No. 123-064 – Hanson Professional Services Inc.
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7/23/2024 1:41:21 PM
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Board of Public Works
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Contracts
Document Date
7/23/2024
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Page 1 <br />(Exhibit A – Engineer’s Services) <br />EJCDC E-500 Agreement Between Owner and Engineer for Professional Services <br />Copyright © 2008 National Society of Professional Engineers for EJCDC. All rights reserved. <br />This is EXHIBIT A, consisting of 8 pages, referred to in <br />and part of the Agreement between Owner and Engineer <br />for Professional Services dated July 23, 2024. <br />Engineer’s Services <br />Article 1 of the Agreement is supplemented to include the following agreement of the parties. <br />Engineer shall provide Basic and Additional Services as set forth below. <br />Section Description <br />Section 1 Geotechnical Engineering <br />Section 2 Topographic Survey <br />Section 3 Roadway, MOT, Traffic, Structure, and Drainage <br />Section 4 Hydraulic Evaluation and Design <br />Section 5 Utility Coordination <br />Section 6 Bidding and Construction Phase Services <br />Section 1: Geotechnical Engineering <br />Deliverables <br />·Soil Borings <br />·Lab Testing <br />·Geotechnical Report <br />Activity <br />The Consultant will perform geotechnical investigation services further described as follows: <br />This scope has been prepared in accordance with the 2020 INDOT Geotechnical Manual and the 2013 <br />INDOT Design Manual. <br />This proposal is prepared based on the consideration that all soils and groundwater are free of hazardous <br />materials and/or petroleum products, and no personal protective equipment (PPE) will be necessary beyond <br />which is required for the drilling operations (EPA Level D). If any such conditions are encountered during the <br />field investigation, the client will be notified immediately, and the field program will be stopped until <br />corrective actions can be performed. <br />·Task 1 – Soil Borings <br />1. A project geotechnical engineer from Consultant will perform site reconnaissance and mark all boring <br />and pavement core locations in the field. The borings will be marked using white ribbon on wood lath <br />or white paint in the pavement. During the field reconnaissance, the geotechnical engineer will <br />document site geological conditions and map all boring locations. Consultant utilizes a handheld GPS <br />unit delivering sub foot accuracy to locate soil borings. GPS coordinates of the boring locations will be <br />acquired during field reconnaissance, along with the established project benchmarks. If benchmarks <br />are not available, Consultant will establish reference points at the site. <br />2. Consultant will contact the Indiana 811 at least 48 hours prior to drilling, as a standard precautionary <br />measure for locating site utilities. It is requested that the Owner supply to Consultant any utility <br />information they may have with respect to the proposed boring locations.
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