Laserfiche WebLink
AUG-11—:?99 12�E15 P.� <br /> � �Q908 a�G � <br /> � GEOTECH <br /> CONSCTI.'i'ANTS, INC. July 2b, 1993 <br /> �i?56 NE 2Uth$tmct.Suhe !ti <br /> " Oelievue,R'A 9AfN15 ,IN 99281 . <br /> 13?}j 747.1618 <br /> FAX(4?517�7-8561 <br /> REMCO <br /> P.O. Box 60051 <br /> Shoreline, Washington 98160 <br /> � <br /> Attention: Joseph Layman { <br /> 1 <br /> Subject: GeotechnTea/Enqineerfng Study Update � <br /> Proposed Commerdal Development <br /> Lot 2C, Seaway Center <br /> Northwest Corner of the Intersection of Seaway Boulevard and Merrill Craek Parkway <br /> Everett, Washington <br /> pear Mr. layman: <br /> We are pleased to present this update l�tter for the proposed two-b�ilding commercial <br /> development of Lot 2C, Seaway Center in Everett, Washingtcn. We had earlier prepared a <br /> Geotechnical Engineering Study tor the subjact site and the adjacent northern site in 1995. We i <br /> also observed major grading on the sile in i.ugust ol that same year. The exad building locations <br /> were not known at the time of grading or at the time the previous report was prepared 7he scope <br /> of our recent work consisteG of exploring the current site surface and s�bsurface conditions, <br /> reviewing our previous work on the s�te, and then developing this update report, This work was � <br /> ` authorized by your acceptance of our proposal, P-43G5, dated June 3G, 1999. <br /> We were provided with site plans, which included topo^raphic information ar,d partial final grading I <br /> plans. Fernri Design Group developed these plans, which are da!ed May 26, 1999. Based on <br /> these plans, we anticipa:e ihat the development will consist of two large comnercial structures � <br /> constructed around a central loading area. Paved parkir,g will surround the two struciures, and ' <br /> access will be via a shared road on the mrthem side of the property. The fi�ish floor elevations of <br /> the proposdd buiidings is 607.5 feet, and the loading area pavement will Ce at eievatio� 602 5 !o <br /> E03.5 feet. We anticipate that cuts varying fron 2 to 4 feet will be made en the eastem and central <br /> po�ions of the property while approxirnately 3 feet of fill will he added te the western portion ot ;he <br /> site. <br /> SITE CON01770NS � <br /> SURFACE CONDITIONS <br /> The site is located on the no�thwest corner af the intersection of Seaway Boulevard and Merriil <br /> Creek Parkway in Everett, Washin9ton, Major grading operations were comple;ed ort the subject <br /> 6ite in 1995. This included cutting down much of the middle and western portior.s of the site, a�d <br /> • � filling the eastem end. The undeveloped site is currently reiatively ila1, with one larpe <br /> � fill pile near the nartheast corner. The major;ty of the site is vege:ated with �rass and <br /> weeds; a stand of tali evergreen and deciduous trees line the southem and western <br /> � property Ilnes. The site is a:cessed via a shared, paved read oN of Merrill Creek <br /> � Parkway. <br /> � <br /> � <br /> � <br /> � a <br />