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� <br /> ,., �� . �,� � <br /> ; F <br /> F t' � <br /> � <br /> i <br /> �� � I <br /> , <br /> . � �� � .- . .;,�������- - .. <br /> ��� ( <br /> ��� �. � . � <br /> � �� <br /> ��e Geo� Engineeis i <br /> ��g � �y �o� <br /> C��''''��.� '� . ' � GBOTHQINiCAL ENGIIiEERING SF.2VICES <br /> s y Iy�� ; }u PRUPOSSD SISAWAY CENTER DSVHI.OPMffiiT <br /> �� H���3 - 19 EVERECT, 4IASEiINGTON �� �- <br /> 'A �� � FOR ', ��. <br /> �� , a lIIt. GUNNAIt LSE . .. <br /> y rp <br /> OA <br /> __. �:� <br /> . 7NIItODOGTION <br /> t� <br /> This report presents tlie results of our geotectuiical engineering I <br /> J � <br /> services for yuur proposed Seaway Center development project in Everett, <br /> t9 <br /> Was}�ington. Tkte sice is locate3 north of hlerrill Creek Parkway and east <br /> � ��d of a new road that is under construction about one-half mile from Seaway �i � <br /> 4 � <br /> �3 Boulevard as shown in the Vicinity rlap in Figure 1. � <br /> �, � We understand that Phase 1 of the project consists ot a concrete : <br /> . , tiltup building constructed on the south side of the parcel as shown in I <br /> •-� tlte Site Plan, Figure 1. The footprint of the planned Uuilding is <br /> ��' S <br /> � appxoximately 40,000 square feec. An addition of similar size immediately <br /> f <br /> � � � north of this project is plamted for Phase 2. The southwest portion of <br /> ( � 9 <br /> _ the building will be two-story office space, whi].e tlie rest. of the <br /> � �.I ��� � building will be l�igh bay wareitouse space. � � <br /> j�1 We understand [he finished floor elevation .for the building will Ue � <br /> `I �� : �� near Elevation 590 feeL. Recessed ramps bclow the tinis}ted flocr to allow j <br /> ; I I <br /> � ~� _ F � dock high access doors for trucks are planned along the east side of the j <br /> � � b1 Uuilding. The rest of the siCe will Ue landscaped or paved for parking <br /> ' ' , and driveway areas; a preliminary grading plan has not been prepared at �. i <br /> il �� : <br /> � this time. Because there is significant topographic relief across the ; <br /> siCr_, it is expected that the structures and general site development will ; ' <br /> ; L . � <br /> �� . include retaining walls, rockeries, and/or other slope transition i <br /> I <br /> � � fcatures. , <br /> i7 <br /> .�� � � • SCOPE � <br /> ` r <br /> ' The purpose of our services is to explore subsurlace soil and grouud <br /> � � � water condicions at the site as a basis for developing geoteclinical � <br /> � I <br /> recommendations and desi�n criceria for the proposed developmen[. Our <br /> -� •i specific scope of services includes: !. <br /> i :: <br /> � <br /> � " <br /> ' _.. . . . . . . . . .. .__,_,_ . . . . . _. . . . _ ; <br /> .__._ -- - _. . . . . .. . . . � � . . . <br /> � .., i <br /> _ ' <br />