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1135 CRAFTSMAN WAY Geotech Report 2018-01-02 MF Import
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1135 CRAFTSMAN WAY Geotech Report 2018-01-02 MF Import
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Last modified
10/25/2022 1:43:16 PM
Creation date
2/18/2021 9:52:53 AM
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Address Document
Street Name
CRAFTSMAN WAY
Street Number
1135
Address Document Type
Geotech Report
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. _ ..____.______ .. _ <br /> -, <br /> Hart Crowser <br /> ' J-344�01 <br /> GEOTECffiVICAL ENGINEERING DESIGY STUDY ��'� -�'�4� <br /> PROPOSID bLSRC FACILPTY <br /> EVEREIT, �'AS�tGTON <br /> This report presents the results of our subsurface explorations and <br /> geotechnical engneering study for the proposed MSRC fac�liry. <br /> We have organized this report into distinct sections. Tt�e first severa] <br /> pages summarize our purpose, scope, and understanding of the project, <br /> as well as key conclusions and rr.commendations. The <br /> recommendations summary scction provides the gist of the information <br /> discussed in the text The main body of the report presenu our design <br /> ]evel geotechnical engineering recommendations in more detaz7. Finally, <br /> the field data aze presented in Appendix A and the geotechnical <br /> ]aboratory data in Appendix B. <br /> Hart Crowser completed a Preliminary Em�ironmental Assessment of <br /> the property for HNTB, Refer to Hart Crowser's December 4, 1991 <br /> report (job number J-344� for more specific environmental issues. <br /> Hart Crowser al°o completed a preliminary geotec:uucal study coupled <br /> with.the Environmenta] Assessmeni. This study was presented in a <br /> November 14, 1991, letter to HNT'B. <br /> ; PURPOSE, SCOPE, AND LIlIIITATIQNS OF OUR SVORB <br /> .F'urpose - Provide Geotechnira!Engineering Design Criteria <br /> The purpose of our work is to provide HNTB with geotechnical <br /> engneering recommendations related to the design and construction of <br /> the proposed complex Fot this study, we make speci5c design <br /> recommendations regarding: <br /> ► Site preparation and gadin�; <br /> ► Shallow foundation and settlement; <br /> ► Slabs-on-grade, including undenlab drainage; <br /> ► Retauung wall pressures; <br /> ► Pavemenu; <br /> ► Seismic consideraqons, <br /> ► Structural fill placement and compaction; and <br /> Page�l i <br />
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