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PSA - Eddy St. Ramps (Belmont) to Louise St., Mishawaka Ave. Streetscape Proj No. 1 – Lawson-Fisher Associates P.C.
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PSA - Eddy St. Ramps (Belmont) to Louise St., Mishawaka Ave. Streetscape Proj No. 1 – Lawson-Fisher Associates P.C.
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12/15/2021 8:22:18 AM
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Board of Public Works
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Contracts
Document Date
12/14/2021
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<br />Page 6 <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 /> <br />6. Final project advertisement and bid packages for use and distribution by the Owner. <br /> <br />7. The Engineer shall make available final plans and digital information to coordinate the <br />sidewalk extension project between Edison Road and Prairie Avenue on the west side with <br />the Owner's consultant. This sidewalk work shall follow these pavement rehabilitation <br />improvements. <br /> <br />A1.05 Geotechnical Services <br /> <br />A. Perform exploratory test borings and pavement cores for assessing below grade geotechnical <br />information. Exploratory borings will be made for pavement and drainage design considerations. <br />The actual location, depth and number will be dependent on the project design. <br /> <br />B. Borings are expected to be performed with truck mounted equipment and backfilled at the <br />completion of field work with auger cutting and a concrete patch at the surface. Test borings <br />will be located using measurements from existing site features shown on the Plans. <br /> <br />C. Perform appropriate laboratory test including visual soil classification, hand penetrometer <br />readings, moisture content and grain size analysis. <br /> <br />D. Perform infiltration tests during field activities and lab testing for developing an infiltration rate <br />for use in project design. <br /> <br />E. Prepare a technical report which will include a summary of finding and recommendations for <br />geotechnical consideration regarding: <br /> <br />1. Subgrade preparation and improvement for support of pavement in areas of pavement <br />replacement. <br />2. Pavement design parameters for AASHTO 1993 Guide for Design of Pavement Structures <br />3. Potential construction problems due to the subsurface conditions encountered. <br /> <br />F. A proposed soil boring location map will be developed for the project site. <br /> <br />A1.06 Utility Coordination <br /> <br />A. The Engineer will submit utility mapping information generated in the Topographic Survey from <br />Indiana Underground Plant Protection Service (IUPPS) located and request utility company <br />confirmation of facility locations shown. <br /> <br />B. The Engineer shall conduct additional office reviews, field inspections, investigations, and <br />meetings as needed for utility relocations. The Engineer shall provide required legal notice before <br />entering private property. <br /> <br />C. Plans will be distributed by the Engineer with a tentative project schedule to the utility <br />companies. Also, the Engineer shall request submittal of relocation plans with an estimated <br />relocation schedule. All plan revisions affecting utilities will be sent to the affected utilities. <br /> <br />D. The Engineer shall obtain written documentation from all utility companies whether relocations <br />are required or not, unless instructed otherwise by the Owner.
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