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( <br /> � EXECUTIVE SUMMARY <br /> � l'his rcpor� contains Ihc results of ou; gcotcchnical cnginccring scrviccs tiir usc in thc dcsign of thc <br /> � propnscd Student Fitncss and licalth Ccntcr at F�crcu Community Collcgc. Thc projcci consists uf <br /> consinic�ine a nc�r I io 2-story building in Ihc cxisting parking loi locatcd souih nl'To��•cr S�rcct and cast <br /> ( of �hc Transit Ccntcr. Thc huilding ���ill bc ��pr�.��».udy 3�1A00 squarc icct. \Vc undcrstand Ihc <br /> huildin�docs not includc bclo�� gr.idc �calls. <br /> t SUBSURFACE CONDITIONS <br /> ( Thc subsurlacc conditions a� ihc sitc �vcrc c�;duatcd h�� drilling sis borings in thc �iiotprint of ihc <br /> � huildin�. 13:�scJ on our c�ploralions. thc ncar-surlacc s iils gcncrally eonsisl of fill and stifl'silts and ciays <br /> o�crlying dcnx lo �ciy dcnsc �lacially consolidalcd silty tand. and hard silt and clay. Pcrched <br /> ( pruund��atcr was cncountcrcd in t��o uf thc sis borings. <br /> ( SEISMIC DESIGN <br /> t In accurdancc���i�h ihc 2006 Inicrnational 13uilding Codc IIBCI. thc sitc iti classiticd as Siic Class D. <br /> � REUSE OF ON-SITE MATERIALS <br /> � Thc on-sitc sails �uc noi suitablc tiir rcusc as struc�ural lill during �hc dry swnmcr mon�hs. �rilh thc <br /> possiblc csccplion of an :ura ul'glacially consulidated silly sand in Ihc vicini�y of boring 13-$ localal ncar <br /> � ihc soulh���cst corncr of�hc huildine \1'c do not rccommcnd using thc on-sitc soil during wc� ��cathcr. <br /> Por planning pmpuscs. �cc rccommcnd th;n importcd Gravcl 13ono�v bc uscd for structural lill on ihc <br /> ( projccl. <br /> ( Rccy�cicd asphah pa�cmcn� anJ hasc coursc Gom Ihc csisline parking lot may bc rcuscd as stnictural fill <br /> un ihc pro,jcci c�ccpl undrr huilding limndaiiun�. <br /> � <br /> FOUNDATION DESIGN <br /> ( llic huilding may hc �uppor�cJ un runccniiunul sprr,id ihoiin�s bcaring un nudium dcnsc natire soils <br /> ( Icridlincs A-Cl ur��n up to 3 Icci uf imporicd sinictural lill (rcmaindcr ol thc buildingl. Foo�ings localcd <br /> hct�cccn gridlinc A and C m;q• hc dc,igncd using nn allo�cablc .uil hc:iring valuc u1 3.000 pxC Foolings <br /> � loc:dcd cas� ol'gridlinr C and msy hc dcsi�ncd using un allmcahic bcaring pressurc of 2.>00 psl�. pro��idcd <br /> ih�u '_' to i Icci ul impuncd �ravcl borro�c is placcd undcr ihc liinting,. Thc allowablc bcaring valuc ma�, <br /> � hc inrrcnscd hy o:�rmird liir short duration loads such as�eind or srisnti� ccenls. <br /> � L;ucr:d li�un ;ation load, may bc resis�cd by passivc resistancc on �hc sidcs o1'�hc tiiotings �md by iriction <br /> � on thc ha�.c ol' ihc IOU�II1lS. POI' IOU1111Lti supponcd and sun�oundcd by cill�cr mcdium dcnsc to Jcnsc <br /> gl;ici;ill.: coiuuliJ;ucd auil or compacird su�uclur;il lill. a cucliicicnl of ��ic�ion ul 0.35 and a passicc <br /> � rcsislan,x ol 350 pounds per cubic liio� Ip�ll tnay bc uud. <br /> Pcriirn:lcr IinHing drains shuidd hc includcd in �hc dcsign of Ihc building. <br /> FLOJR SLABS <br /> A suhgradc modulu�o(i0 p�,unJ. per cuhic inrh IPci 1 may br uscd li�r dcsign ol thc sl;ibs-un-�radc at Ihc <br /> silc. ('uncr�lc slahs-on-pradr .hoidd hc suppotud on a 6-inch-thick r.ipillaiy brr,�k laycr o�crlain hy a <br /> �npur rclardcr. :V Ica.� I� inclus of impoitcd gr:iccl horro�� ,hould hc �daccd and compactcd bclo�v �hc <br /> rapillary hrc:ik I;��rr. :\ wilahlc �:ipur harricr should hc inslnlicd bclo�r ihc Ilour slabs. <br /> i, <br /> ( Fd��\'o. t�3n.rru'-uu PnJ;e/.S'l � G[OEMGINEE�� <br /> � .lrJrl�.:Uu� <br /> �;,, <br />