PSA - Marion Street Pedestrian Bridge Proj No. 123-060 – Lochmueller Group, Inc.

Home Browse Search

Page 9 (Exhibit A – Engineer’s Services) EJCDC E-500 Agreement Between Owner and Engineer for Professional Services Copyright © 2008 National Society of Professional Engineers for EJCDC. All rights reserved. 2. Together with Owner or Owner’s representative, visit the Project within one month before the end of the correction period to ascertain whether any portion of the Work is subject to correction. 3. Perform or provide the following additional Post-Construction Phase tasks or deliverables: [Here list any such tasks or deliverables] B. The Post-Construction Phase services may commence during the Construction Phase and, if not otherwise modified in this Exhibit A, will terminate twelve months after the commencement of the Construction Contract’s correction period. A1.01 TOPOGRAPHIC SURVEY AND LOCATION CONTROL ROUTE SURVEY 1. Field survey data shall be in conformance with the requirements of Title 865 IAC 1-12 et sequential. 2. Provide full topographic survey along a section of the St. Joseph River in South Bend, Indiana. Survey limits are generally described as follows: The limits of the area for the topographic route survey consist of an area approximately 300 feet by 550 feet centered on a section of the St. Joseph River between Marion St. on the north bank and the East Race Waterway on the south bank. The topographic survey data will be combined into an Autodesk Civil 3D drawing with a contoured surface model with one-foot contours, associated break-lines and topographic features. 3. Include the location and elevation of all visible features, including but not limited to building corners and overhangs, paved and gravel surfaces, guardrail, posts, fences, gates, driveways, field entrances, sidewalk surfaces, individual trees (except limits only of heavily wooded areas), shrubs, landscaping areas, signs, poles, posts, manholes, risers, valves, meters, pits, etc. 4. Research affected property owners, obtain mailing addresses, and send survey notices to all. 5. Using Deed research, road plans, right-of-way plans and field evidence, re-establish right-of-way, block, lot, and apparent property lines within project area. 6. Prepare a Location Control Route Survey Plat. This plat would be used for any additional right-of-way needs. 7. Obtain (6) hydraulic cross sections of the St. Joseph River, (1) cross section at a point approximately 450 feet upstream of the proposed pedestrian bridge crossing, (2) cross section at a point approximately 125 feet upstream of the proposed pedestrian bridge crossing, (3) cross section at the proposed pedestrian bridge crossing, (4) cross section at a point approximately 50 feet downstream of the proposed pedestrian bridge crossing, (5) cross section approximately 200 feet downstream of the proposed pedestrian bridge