PSA - Corby Blvd Sidewalk Improvements - JPR

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This is EXHIBIT A, consisting of 14 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, for the new sidewalk along Corby Boulevard between Twyckeham Drive and Churchill Drive. It is undersood that the City of South Bend has a limited budget for the first phase of sidewalk installation, which is to be installed in 2016. Therefore, the final Construction Documents and Specification shall identify segments of the sidewalk as Alternates for phasing purposes. The services for this project are as set forth below PART 1— BASIC SERVICES A1.01 Topographic Survey A. The Engineer has reviewed the proposed concept drawing, aerial photographs as well as driven the site limits, shown in Attachment B, to obtain a thorough understanding of the task at hand. The project study area is located on Corby Boulevard and is between Twyckeham Drive and east of Churchill Drive. There is approximately 2,100 lineal feet of roadway within the project limits. B. The Engineer will provide the following information as it pertains to the survey tasks: 1. Establish both horizontal and vertical control throughout the project limits utilizing both GPS survey grade equipment as well as conventional survey equipment. Vertical control datum is to be on the NAVD88 system. 2. Request utility locates per the Indiana 811 Call Before You Dig call center. Please note that the utilities that will be marked by this company do not include any private utilities. Should private utilities exist within the project limits it may be necessary to contact a private utility locating company to have these lines marked in the field. Fees associated with a private utility locating company are provided as an Allowance, as identified in Exhibit C. 3. Correspondence with utility companies to facilitate the locate process. This may include requesting record utility information so the location of the utilities may be graphically depicted on the drawings. 4. Collect the topographic information within the project limits, including but not limited to, sanitary and storm structures, edges of pavement and curb lines, building comers, observed utilities, trees and spot elevations. 5. Collect invert information for the sanitary and storm structures within the project limits. 6. Perform research to acquire subdivision plats, prior surveys, and roadway plans. 7. Prepare a CAD drawing of the existing site conditions that will include a surface model with contours for design purposes. 8. Right of way lines and property lines will be based upon field evidence, such as monumention marking lot lines and right of way lines and recorded subdivision plats. Page l (Exhibit A— Engineer's Services) EJCDC E-500 Agreement Between Owner and Engineer for Professional Services Copyright 0 2008 National Society of Professional Engineers for EJCDC. All rights reserved.