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10200 25TH AVE SE Geotech Report 2018-01-02 MF Import
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10200 25TH AVE SE Geotech Report 2018-01-02 MF Import
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Last modified
10/25/2022 1:01:31 PM
Creation date
12/12/2019 2:24:16 PM
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Address Document
Street Name
25TH AVE SE
Street Number
10200
Address Document Type
Geotech Report
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� <br /> Proposed Modernimtion and Additioru to Subsurface Erploration, Geologic Hazardr, <br /> Eisenhowerlbtidd(e School arsd Geotechnical Engineering Repon <br /> Everett, �Unshington Praject and Sire Conditions <br /> I. PROJECT AND SITE CONDITIONS <br /> 1.0 INTRODUCTION <br /> This report rresents the results of our subsurface exploration, geologic hazard, and <br /> geotechnical engineering stu1�• for the proposed moden�ization of and additions to Eisenhower <br /> Middle School lo,:ated at 10200 25'" Avenue SE, Everett, Washington. The location of die <br /> existing Eisenhowzr Middl� School is shown on the Viciniry Map, Figure 1 included with this <br /> report. The details of site development e^ntained in this report are based on verbal <br /> information provided by Hutteball & Oremus Architecture. The existing site features and <br /> approxim2te locations of the expiorations accomplished for this study are presentAd on the Site <br /> and Exploration Pian, Figure 'L. Figure 2 is based on a site plan dated Deceinbzr 4, 2003 <br /> provided ta us by Hutteball & Oremus Architecture. <br /> 1.1 Purpose and Scope <br /> The purpose of this study was to provide geologic and geotechnical design recommendations to <br /> be utilized in the design development of the project. Our study included a review of available <br /> geologic literature. drilling exploratinn borings, and performing geologic studies to assess the <br /> rype, thickness, distribution, and pk; �ical properties of the subsurface sediments and shalloH <br /> ground water. Geotechnical engi„oering studies were completed ta establish recommenda[ions <br /> for the rype of suitable foundations, allowable foundation soil bearing pressure, anticipated <br /> foundation and floor settlement, floor support recommendations, drainage coneiderations, and <br /> flexible pavement design. This report summarizes our current fieldwork and offers <br /> recommendations based on our present understandine of the project. We recommend that our <br /> office be allowed to review the finalized project plans and specifications to verify that our <br /> geotechnical recommendations adequately address the project design. <br /> 1.2 Authorization <br /> Authorization to proceed wi!h this study was eranted by Ms. Cynthia Black of Hatteball & <br /> Oremus Architecmre. Our study was accomplished in general accordance with our proposal <br /> dated December 10, 2003. This report has been prepared for the exdusive use of Hutteball & <br /> Oremus Architecture, the Everett School District, and their agents for specific application to <br />� this projec[. Within the limitations of scope, schedule, and budget, our services have been <br />� performed in accordance wi[h generalfy accepted georechnical engineering and engineering <br /> �eoloey practices in effect in this area at the time our report was prepared. No other warranry, <br /> express or implied, is made. Our observations, findings, ar.d opinions are a means to identify <br /> and reduce the inherent risks to the owner. <br /> Jmnmrv 23, ?00�! ASSOCLiTED E.IRTN SG£,YCES, LVC. �� <br /> �IFId-A"E0J:+3:U-Pro�rcuUWJ"J9'•KE�«'P- lr8 P3gC 1 �� <br />
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