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PSA - Design Services for LaSalle & Colfax Streetscapes Proj No. 122-013 – Jones Petrie Rafinski Corporation
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PSA - Design Services for LaSalle & Colfax Streetscapes Proj No. 122-013 – Jones Petrie Rafinski Corporation
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12/15/2021 8:20:03 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 2 <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 />imperative that safety measures be followed to ensure the safety of the field crews as well as the safety of <br />the public. <br /> <br />The Engineer will provide the following information as it pertains to the survey tasks: <br />1. Establish both horizontal and vertical control throughout the project limits utilizing both GPS <br />survey grade equipment as well as conventional survey equipment. <br />2. Request utility locates per the Indiana 811 Call Before You Dig call center. Please note that the <br />utilities that will be marked by this company do not include any private utilities. Should private <br />utilities exist within the project limits it may be necessary to contact a private utility locating <br />company to have these lines marked in the field. Fees associated with a private utility locating <br />company are provided as an Allowance, as identified in Exhibit C. <br />3. Correspondence with utility companies to facilitate the locate process. This may include requesting <br />record utility information so the location of the utilities may be graphically depicted on the <br />drawings. <br />4. Collect the topographic information within the project limits, including but not limited to, sanitary <br />and storm structures, edges of pavement and curb lines, building corners, observed utilities, trees <br />and spot elevations. <br />5. Collect invert information for the sanitary and storm structures within the project limits. <br />6. Perform research to acquire subdivision plats, prior surveys, and roadway plans. <br />7. Prepare a CAD drawing of the existing site conditions that will include a surface model with <br />contours for design purposes. <br />8. The Engineer shall prepare a Location Control Route Survey for the roadways associated with this <br />project. The Location Control Route Survey will be necessary to facilitate the right-of-way <br />engineering phase, should any additional area be needed for right-of-way. <br /> <br />B. Limitations <br />1. Invert measurements made on storm and sanitary structures will be made from above ground <br />only, utilizing methods that do not require confined space entry apparatus, such as ventilation and <br />extraction equipment. <br />2. Utility lines will be shown based upon field evidence located during our field investigation and <br />per plans and markings provided by the owner, utility companies, or their representatives. We <br />cannot certify that all utilities required are available. <br /> <br />A1.02 Pavement Core Sampling <br />A. The Engineer will conduct up to 13 full depth pavement core samples (7 on LaSalle Avenue and 6 on <br />Colfax) within the existing road pavement between Dr. Martin Luther King Boulevard and Hill Street and <br />will evaluate the sample to determine the existing pavement material type. This information will be <br />important in determining pavement removal costs and minimize potential issues during construction <br />activities. <br />B. Cores shall be obtainied in accordance with Test Method C42 or C1604. <br />C. The following results will be provided: <br />a. Thickness of asphalt cores <br />b. Conduct DCP on Surface below removed <br />c. Core report <br /> <br />A1.03 30% Submittal - Schematic Design Phase <br />A. Upon completion of the topographic survey and after base plan has been developed, the Engineer <br />team will commence with the 30% Submittal Phase. The team will utilize the previously
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