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1321 COLBY AVE 1988 PARKING GARAGE AND MEDICAL OFFICE BUILDING Geotech Report 2018-01-02 MF Import
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1321 COLBY AVE 1988 PARKING GARAGE AND MEDICAL OFFICE BUILDING Geotech Report 2018-01-02 MF Import
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Last modified
10/25/2022 1:38:23 PM
Creation date
1/14/2021 11:16:24 AM
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Address Document
Street Name
COLBY AVE
Street Number
1321
Tenant Name
PARKING GARAGE AND MEDICAL OFFICE BUILDING
Year
1988
Address Document Type
Geotech Report
Imported From Microfiche
Yes
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• <br /> SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING REPORT <br /> PROPOSED PARKING GARAGE AND MEDICAL OFFICE BUILDING <br /> EVERETT GENERAL HOSPITAL <br /> EVERETT, WASHINGTON <br /> 1.0 SUMMARY <br /> The proposed project construction is feasible with respect to the subsurface <br /> conditions encountered at the subject site. A brief summary of the project <br /> geotechnical considerations is presented below: <br /> Our subsurface explorations generally encountered very dense, glacially <br /> consolidated gravelly, silty sand. The very dense soil was overlain by up <br /> to 9 feet of loose fill, an old topsoil zone, and loose to medium dense <br /> native soils. Wet soils, and possible perched ground water conditions, <br /> were encountered within isolated zones in the fill and the native soils. <br /> 0 Figure 1 of this report, the Site and Exploration Plan, shows the locations <br /> of borings accomplished for this study and previous studies. The elevation <br /> of the top of very dense native soil, recommended for shallow foundation <br /> support, is noted at each boring location on Figure 1. The recommended <br /> bearing elevation appears to vary from approximately elevation 205 to <br /> 217 feet through the area of the two projects. <br /> 0 A maximum allowable soil bearing pressure of up to 12,000 psf may be <br /> utilized for design of footings founded on very dense, native soils, <br /> provided the footings are a minimum width of 3 feet. Footings less than <br /> 3 feet in width should be designed for a maximum allowable soil bearing <br /> pressure of 8000 psf. Settlements are estimated to be less than 1 inch, <br /> with less than 3/4 inches of differential settlement. <br /> This summary is presented for introductory purposes only and should be used in <br /> conjunction with the full text of this report. <br /> 2.0 PROJECT DESCRIPTION <br /> The project site is located on the campus of Everett General Hospital, between 13th <br /> 1 and 14th Streets in Everett, Washington. Rockefeller Avenue forms the east boundary <br /> of the project site. Figure 1 of this report shows the proposed locations of the <br /> parking garage and medical office building. We understand the office building <br /> J <br />
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