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PSA - Construction Inspection Services for Seitz Park Reconstruction Proj No. 117-093A - Lochmueller Group
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PSA - Construction Inspection Services for Seitz Park Reconstruction Proj No. 117-093A - Lochmueller Group
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Board of Public Works
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2/23/2021
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mailto:Emily.McKinnon@smithgroup.com
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The Kramer Building <br />43980 Plymouth Oaks Blvd. <br />Plymouth, MI 48170-2584 <br />T (734) 454-9900 <br />www.sme-usa.com <br />© 2020 SME P01657.20+092520 1 <br />September 25, 2020 <br /> <br />Ms. Emily McKinnon, PE <br />Smithgroup <br />201 Depot Street <br />Second Floor <br />Ann Arbor, Michigan 48104 <br /> <br />Via Email: Emily.McKinnon@smithgroup.com (PDF file) <br /> <br />RE: Proposal for Vibration Monitoring Services <br />Seitz Park Reconstruction – Phase I <br />South Bend, Indiana <br />SME Proposal No. P01657.20 <br /> <br />Dear Ms. McKinnon: <br /> <br />SME would be pleased to provide vibration monitoring services for the subject <br />project. This proposal has been revised based on your request for proposal <br />during our recent discussion and email correspondence. <br />PROJECT DESCRIPTION <br />The project is located at Seitz Park in South Bend, Indiana. The project is <br />divided up into three areas (Areas A, B, and C). Area B encompasses that <br />portion of the park that is part of the University of Notre Dame Hydroelectric <br />Project. Area B is located between Areas A and C. The northern area, Area A, <br />is a roughly 50-foot wide strip of shoreline that is located just north of Area B, and <br />stretches about 500 feet along the Saint Joseph R iver to Colfax Avenue. The <br />southern area, Area C, is also a roughly 50-foot wide strip of shoreline (with an <br />expanded at the northern end of Area C for vehicular parking) that is located just <br />south and east of the East Race, and the Saint Joseph River, and stretches <br />about 600 feet along the waterfront until reaching E. Jefferson Boulevard. <br />The walkway along the river is going to be replaced in Areas A through B as part <br />of the Phase 1 work (refer to attached Sheet G100 provided by Smithgroup). <br />The proposed replacement plans include driving steel pile foundations (e.g. pipe <br />piles or sheet piles) to support the new walkway. We assume the axial capacity <br />of the driven piles will be less than 36 kips. During the pile driving operation, you <br />requested we perform vibration monitoring services between the site and some <br />of the nearby existing buildings. <br />No vibration measurement specification or criteria was prepared for this project. <br />You indicate the structures of concern include the Cascades building, Fish ladder <br />structure, and Stephenson Mills building. <br />We understand the project will begin April of 2021 and continue through May <br />2022 for final completion. However, the duration for pile driving is planned April <br />2021 through July 2021 (4 months). <br />
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