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( a�hr�e, ��e � Northern, �nc. <br /> Projkt No.29e.a0S <br /> ( We rccommend that we be a►gayed to wnfirmsuitable bearing soit n foundation aad <br /> slab ueas, and prior to placement of suuctural fill. We reeommend tlut we be mga�ed w <br /> I obsawe suitability of drive and parking aa subgrades prior to placing of pavement sections. <br /> These recommendations are for engineering review and go beyond any tating agency <br /> involvement, which may be rcquired for the project. <br /> � 8.0 GENERAL <br /> � This rcport has been prepared for the acclusive uu of RFII,Design Inc.,for specific <br /> applieatioa to the propoud Jack-In-ThaBox ratwrant project located near t6e intersectioa of <br /> F�ighway 99 and Airport Road,in Everett, Washington, ia accordazue with generally accepted <br /> Itoils and foundation engineeriag pnctices. <br /> The recommendations provided herein ue based oa our understaad'mg of the project at <br /> � this time.We should be engaged w review the 5nal piaas and work with you during their <br /> development in order w provide altaed,wgmented,or more dasiled geotec�#nical <br /> recommendations as required. <br /> � We recoaunend that we be engaged w monitor all excavations so tf�at we can Frovide <br /> on-site recommendations should any adv�erse soil aad/or groundwata conditioas be <br /> encountaed. We rccommend that we be engaged to observe site preparation aad earthwork to <br /> I vecify subgrade conditions,confirm native soil bearing,obsecve drainage in�tal(atioq observe <br /> placemeat and compaction of strucnu�al 611. T6ese rawmmendations are for eugine�ring <br /> Lreview,aad go beyond any tating ageacy involvaneut,which may be rcquired. <br /> 8.0 LIMITATIONS <br /> LThe conclusions aad recommendations preseated in tlris report are professiooal <br /> opinions derived in a manner consistent with that level of carc, skill aad coa�petence <br /> L ordinarily pcercised by otha members of the profession in good standing aurmdy practicing <br /> under similar coaditions in this area only. No other waaranty is expressed or implied. We are <br /> in no way responsible for the intapretarion, modi8cation or implemeraaaon of these <br /> � ncommendations by others. <br /> 1'he conclusions and recomme�dations submitted in this rcport ue baud upon the data <br /> ' obtained from one(1)test pit excavated at the propos¢d project site. Soil and groundwata <br /> conditions may vary from thox encounte.ed during this study. The nature and actent of <br /> variations may not become evident until constnrction. If variations then appesr,we should be <br /> ' requested to raevaluate the recommendadons contained in this repcxt and to modify or verify <br /> them in writing before proceeding with the constructioa <br /> � We expect the on-site wil conditions to rcflect our findings, however, wme vsriations <br /> may occur. Should soil conditions be encountered that cause concem and/or are not discussed <br /> ' herein, GN Northem should be contaaed immediately to damnino-if additional or alternate <br /> recommendations are required. � <br /> f <br /> ]0 <br /> � • <br />