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1502 WALL ST IMAGINE CHILDRENS MUSEUM Geotech Report 2022-10-25
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1502 WALL ST IMAGINE CHILDRENS MUSEUM Geotech Report 2022-10-25
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Last modified
10/25/2022 2:11:55 PM
Creation date
8/25/2022 4:22:03 PM
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Address Document
Street Name
WALL ST
Street Number
1502
Tenant Name
IMAGINE CHILDRENS MUSEUM
Address Document Type
Geotech Report
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Imagine Children's Museum Building Addition Revised Geotechnical Engineering Report <br /> Everett, Washington Project and Site Conditions <br /> The project site includes the existing Imagine Children's Museum which is located on the <br /> northwest corner of the city block bordered by Hoyt Avenue on the west and Wall Street on <br /> the north with a physical address of 1502 Wall Street. An alley borders the site on the east and <br /> a parking lot exists to the south of the existing building. The existing museum includes two <br /> stories and a basement encompassing 39,426 square feet. Based on aerial photography, it <br /> appears that the current rooftop is used as an outdoor play and parking area. An apparent <br /> storage container is located near the southwest corner of the existing building. <br /> The proposed expansion will include four new building stories above grade totaling <br /> 49,507 square feet. The addition will have an approximate 9,000-square-foot building footprint <br /> and will be constructed to the south of the existing building. Part of the expansion will include <br /> removal and replacement of the southern 25 feet of the existing building. No below-grade <br /> structures are currently planned as part of the expansion. The proposed addition will include <br /> 30-foot spans between columns with 60-foot spans at upper floor transfer girders. Live floor <br /> loads will range from 100 to 125 pounds per square foot (psf). <br /> The expansion site is relatively flat, with overall vertical relief of less than 5 feet. The building <br /> addition area was paved for use as a parking lot at the time of our 2007 exploration program. <br /> Existing paving included predominantly asphalt concrete paving (ACP), which was observed to <br /> be on the order of 1.5 inches thick at the exploration boring locations within the building <br /> addition footprint. <br /> 3.0 SUBSURFACE EXPLORATION <br /> Our 2007 field study included drilling seven exploration borings throughout the central portion <br /> of the city block. The exploration logs labeled EB-2 and EB-3 were completed within the <br /> proposed building addition footprint and have been included on Figure 2 of this report. The <br /> various types of sediments, as well as the depths where characteristics of the sediments <br /> changed, are indicated on the exploration logs presented in the Appendix. The depths <br /> indicated on the logs where conditions changed may represent gradational variations between <br /> sediment types in the field. If changes occurred between sample intervals in our exploration <br /> borings, they were interpreted. Our explorations were approximately located in the field by <br /> measuring from known site features shown on the site plan provided to us. <br /> The conclusions and recommendations presented in this report are based on the two <br /> exploration borings completed within the proposed building footprint during the 2007 study. <br /> The number, locations, and depths of the explorations were completed within site and budget <br /> constraints at the time they were advanced. Because of the nature of exploratory work below <br /> ground, extrapolation of subsurface conditions between field explorations is necessary. It <br /> should be noted that differing subsurface conditions may sometimes be present due to the <br /> random nature of deposition and the alteration of topography by past grading and/or filling. <br /> The nature and extent of any variations between the field explorations may not become fully <br /> March 28,2019;Revised April 16,2019 ASSOCIATED EARTH SCIENCES,IN <br /> 5G8/Id-190104E001-3-Projects120190104\KEIWP age?' S �� <br />
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