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• <br />,1-;36-02 <br />January 21, 1980 <br />HART <br />� CROWSER 8� <br />assoc�ates �nc. <br />GE�'��� ENGINEERING <br />.�.�_ <br />rctCF,�V � <br />The Rainier Fund �AN 2 3 1980 <br />p,0. Box 4085 <br />Bellewe, WA 98009 EN1;ii,��kS•NOkfk�; � <br />Attn: Mr. Charles E. Hart, <br />Vice-President S�' �'��• <br />Re: Soils Explorations and Geotecltnical �:ng,ineeiing Study <br />Proposed College Plaza Jafco Store <br />Preliminary Report <br />Gentlemen: <br />At your request we have completed field explorations, laboratory <br />testing and analysis of subsurface soils at the referenced site. <br />These were performed to assist us in providingadec8 aeaaainage. <br />for site preparation, foundati�ns, slabs-on-g <br />Ir addition to this wrr'.�., we have utilized information obtained <br />from our previous cocstr�ction observation services on the site <br />during May of 1979 an�i our geotechnical engineIncngretort number <br />December 20, 1978 (Har�-Crrwser & Associates, <br />P <br />J-736). <br />� Thie letter is intended to provide some of the necessary preliminary <br />information needed for design. Our full report and recoi�endations <br />will follow shortly. <br />We understand the new one-story Jafco store will have approximate <br />plan dimensions ortion of the presentTCollegecPlazaMShoppinB�Center <br />in the Eastern p <br />on North Broadway and lOth Avenue (Street) in Everett, Wesh ngton. <br />L <br />Finalized structural iWe�haveiassumed interioracolumn loads of <br />preliminary analysis, <br />40 to 60 kips, wall loads of about 2 kips per lineal foot and <br />floor loads not exceeding 100 pounds per. square foot. Final <br />finished floor grades i�ave been tentatively established at 180.5 <br />feet. <br />Site and Subsurface Couditions <br />The c�ite as it presently exists is relatively level from recent <br />Thelsurficialrsoils arergenerallnawet andeloose vegetar.ive cover. <br />test pitutexcavatede[oedepthstranginggbetweens8s5ednaf11.58feete <br />Based on this and our other information, it appears the upper 7 <br />to 15 feet of site soils consists generally of moderately to well <br />compacted silty, gravelly sand fill overlying natural silty fine <br />sands and clayey silts. <br />DESION BERVICE BUILDINO, 1910 FAIRVIEW AVENUE EAST, SEATTLE, W SH. 98102, (��) 32�-9530 <br />WASHINATON PLAZA, SUITE 1895, TACOMA, WASH. 88102, (2�) b�z{+�`,�8 <br />Toll Free Fmm Se�tlls to Teeomti 83e-0Bz� <br />