4717 EVERGREEN WAY 2016-01-01 MF Import

� � ro , , _ . � � � �' . . b H fn � � n � yy ro r^ SUBSURFACE EXPLORATION AND _ z , GEOTECtINICAL ENGINEERING REPORT � J�CK IN THE BOX RFSTAURANT NO. 8470 � '` WII,MIIVGTON AVENUE AND EVERGREEN VVAl' � � � EVERETT, �VASHINGTON cz� • r-� t� y � 4 ��. y y n4arch 15, 1991 � c n `�' Project No. 9101-14G `� "° r �..y �a � � �' r'; I. PROJECT AND SITE CONDITIONS ��. ] O INTRQD�C'1"2N � This report presents the results of our subsurface expl��a'.lion and geotechnical engineering study for the proposed Jack In The Box Restaurant in Ev�.:ett, Washington (No. 8470). The - proposed buildmg lexation and approximare locations of thc.cxplon�A+e even� h�t an�changes study aze presented on the Site and Exploration Plan, Figurc 1. Y in the nature, design or location of the structure are planned, the conclusions and recommendations contained in this report should be reviewed and modified, or verified, as necessary. /��„ 1 I Purcose and Scoce � = � _. The purpose of this study was to provide subsur(ace data to be utilized in the design and � � development of the above mentioned project. Our study included a review of available � �� eolo �c literature, excavation of exploration pits, and performing geologic sWdies to assess �� the type, thickness, distribution and physical properties of the subsurface sediments and shallow ground water conditions. Engmeering stud�es were also conducted to determine the eype of suitable foundation, allowable bearing pressures, anticipated setAements, iloor support �� recommendations, drainage considerations and pavemcnt recommendations. This repor[ I �� -• summarizes our current field work and offcrs development recommendations based on our present understanding of the project. �-. � ' � 2 Authorization � Verbal authorization to proceed with this study was granted by Mr. Dan Martinez ot I Foodmaker, Ine. Our study was accomplished in general accordance with our previous +. �� ' discussions with Mr. Martinez. This report has been preparcd for the exclusive use of ��,� . � Foodma}:er, Inc, and their agents, for specific application to this project. W�thin the limitations of scope, schedule and budget, our services have been p:r(ormed in accordance with generally I i � accepted geotechnical engineering and enginecring geolopy practices in effect in this azea at the �f�) ( time o�- report was prepared. No other warranty, expressed or implied is made. Our ,� � observxtons, findings, and opinions are a means to idenufy and reduce the mherent risks to the i . owner. i � 1 i ',