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� <br /> ISUBSURF.ACE CONDITIONS CAN CHANGE <br /> � This geotcchnical or geoloeic rcport is based on conditions that cxisted at d�c timc the stud}' w�s' <br /> perfixmed. The findin��s anJ conclusions of this repon may be affected b) thc passage of time, by <br /> manmadc c�ents such as consvuction on or adjacent to the site, or by natural events such as Iloods, <br /> I �arthquakcs, slopc instabiliry or croundwatcr Iluctuations. :1hv:ns contact GeoLneinccrs bcti�r� apph�in!s <br /> ; a rcport to determinc if it remains applicable. <br /> I MOST GEOTECHNICAL AND GEOLOGIC FINDINGS ARE PROFESSIONAL OPIN�ONS <br /> Our inrerprcta�ions of subsurfncc conditions ,irc bascd on ficld obscn�ations Ram n�iduly spaced sam�,Gn_�_ <br /> locations at the sitc. Sitc explorutiun idcntifics subsurince conditions onh' at those points «hcr, <br /> � subsurface tests :u'e conducted or samples arc taken. GeoEm�ineers revic�ved lield :�nd labonton� �I:�c� <br /> and thcn applicd our profcssional jud��mcut to rcndcr an opinion abuut subsurface conditiuns through�,ut <br /> thc sitc. �lctual sub�wi:rcc cunditiun; m;n diflcr. ;omctimcs ;ignificunth�. from thu�c indic:�tcd in !I��is <br /> � rcpurt. Our rcpon. �onclusinn; uod intcr�,r�taiions :huuld nut b� cuiuu�uc� :u a ��arranh� ol thc <br /> subsurfacc condition,. <br /> IGEOTECHNICAL ENGINEERING REPORT RECOMMENDATIONS ARE NOT FINAL <br /> Do nut avcr-rcl} on thc prrliminan' consu'uctiun rccommcnd�rtions included in thi; report I hcsc <br /> � rccommcndutionti arc not (inal, bccausu thcy werc ile��cloped princip:illy Irom Geo[nLineers' protossion;il <br /> judgment and opiniun. Gnol3ngineers' recommend:nions can bc lin.ilized only by obsen�ing acwal <br /> subsurfacc cunJitiuns rcccalcd durine cunstruclion. GeoGn��inccrs canno[ :�ssumc rcsponsibilit� ur <br /> Iliability for this rcpun's recommcnd:uiuns if��e do not per(orm cunstruction ubsen ation. <br /> I Suflicient munituring, testinc ;mJ cunsultation b�' GeoCngincers ;hould bc provided durim_ consviictiun <br /> I to cunfirm that Ihe condilions encountered are consistent �cith thuse imlicat�d by the espluratiurs. tu <br /> pro��ide recommcndntions for desicn chanocs should du conditions rcvealed durin� thc «�ork differ Gom <br /> those a�iticipated. and to evaluate �chether or not earth�curk aetivi[ies are cumpleted in accord;:nc� �cith <br /> � our reconnncnd.rtions. Retainin!_ Gcul:ngineers for consiruction ohserva[ion for d�is project is the inost <br /> c(lectivc mcthud uf m�ma��inc the risks ;is;��ei�tcd with un;mticipa�cJ conditions. <br /> I A GEOTECHNICAL ENGINEERING OR GEOLOGIC REPORT COULD BE SUBJECT TO <br /> MISINTERPRETATION <br /> �lisimcrprctation of thi, report h�� other de,i�n team inemhers c�n rrsult in cosllc problems. 1'ou could <br />' I lower that risk b� hacin_ G�ulin�inecrs �on(er nith appropriatc memhcrs o( the design tcam aCtrr <br /> � submittin�� thc report. ;\Iso retain GcuLneincers to re�ic�c pertinen[ elements o(the desien team'� pl:ms <br /> and spei:itic;itions. Cunv�ctors can .�Isu mi;interprct a seotechnical en,inecrim� ur peolu�sic repurt. <br /> � Rcdus th,u risk b�. h:nin_ GeoL'm�inecrs participate in pre-bid and prec„nsiruction c�,nfrrences. and bv <br /> �� proeidin,cun�u�uction ubscreatiun. <br /> DO NOT REDRAW THE EXPLORATION LOGS <br /> Gcotcchnical crosincers ❑n� �scologists prcparc lin:il burine ❑nd tcstin� luus oasrd upon tlicir <br /> intcrprctntion of licld locs and laburatory duui. I�o prccent errors' ur omissiuns, thc lo�_s indud�d in u <br /> scotechnical eneinecrin!s ur eeologic rrport shuuld ne�'cr be redra�cn Cur inclusiun in architectural or odier <br /> �c,ien drawings. Only phutographic ur el�cirunic rcproductiun is ;ieceptablr, but reco�_nize that <br /> � scpnrating logs from the report can olevatc ri,l:. <br /> � <br /> � P'dc,Ab. l0738-OOJ-011 /'�I,�d 11-_' �iEOENGINEERS� <br /> ,-lugusl!3, 70U6 <br />