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R2024-102 Resolution Former Coppenbarger School
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R2024-102 Resolution Former Coppenbarger School
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Last modified
4/19/2024 9:51:01 AM
Creation date
4/19/2024 9:50:57 AM
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Resolution/Ordinance
Res Ord Num
R2024-102
Res Ord Title
R2024-102 Resolution Authorizing the Execution of an Agreement with Ezell Excavating Inc. for the Demolition of 1222 E. Grand (Former Durfee School) and 1500 E. Condit (Former Coppenbarger School)
Department
Econ and Com Dev
Approved Date
4/15/2024
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BliflENGINEERS, LLC Report of Field Inspection <br /> CONSULTING 2800 N.MARTIN LUTHER KING JR DRIVE•DECATUR,ILLINOIS 62526 217-877-2100•FAX 217.877-4816 <br /> ENGINEERS www.sksengineem.com <br /> PROJECT: Building Inspection PROJECT NO. 418663 <br /> 1222 East Grand, DATE OF INSPECTION: January 17, 2024 <br /> Decatur, Macon County, <br /> Illinois 62521 <br /> CLIENT: City of Decatur REPORT NO. 418663.01 <br /> #1 Gary K Anderson Plaza, <br /> Decatur, Illinois 62523 <br /> CC: Jon Kindseth PAGE NO. 1 of 2 <br /> ITEMS INSPECTED: <br /> SKS was asked to perform an inspection of a building at 1222 East Grand, Decatur, Illinois. The <br /> building is identified in the attached aerial photograph. <br /> BACKGROUND INFORMATION: <br /> The building is three stories tall and comprised of masonry walls with floor and stair systems with <br /> various types of structural members. Photographs and inspection summaries conducted by the City <br /> of Decatur were provided. A copy of some of the photographs are attached for reference. It had <br /> been determined the building requires asbestos remediation and a contractor was asked to conduct <br /> a walkthrough. After the walkthrough, the contractor was concerned the building may be structurally <br /> unsafe in some areas. The purpose of this inspection is to assess the structural condition of the <br /> building. <br /> OBSERVATIONS: <br /> The building was examined thoroughly from the exterior at ground level and on the interior in a limited <br /> capacity. Access to the building's interior was limited because of the condition of the building and a <br /> lack of means to enter the building. <br /> Degradation of the masonry walls was observed consistently around the exterior. Complete mortar <br /> degradation, cracking, and a collapsed wall near the boiler room were specifically observed. Major <br /> soil loss and undermining of the asphalt surface on the north side of the building has led to failure of <br /> the asphalt surface. <br /> Structural damage on the interior was also observed in several areas and seemed to line up with the <br /> observations described by the City and contractor during their walkthroughs. Significant damage and <br />
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