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SUBSURFACE CONDITIONS CAN CHANGE <br /> This geotechnical or gwlogic rcport is based on condition_ that ezisted at thc time [he study was <br /> performed. Thc findinEs and conclusions of this rcEwrt may be aff cted by the pazsage of time, by <br /> manmade evcnts such as conswction on or adjacent to thc sitc, or by natural e��ents such as floods, <br /> earthquakcs,slope instability or groundwater fluctualions. Always contact GcoEngineers bcfore applying <br /> a report to detertninc if it remains a�licable. <br /> MOST GEOTECHNICAL AND GEOLOGIC FINDINGS ARE PROFESSIONAL OPINIONS <br /> Our intcmretations of subsurface conditions arc based on ficld obscrvations from widely spaced sampling <br /> locations at thc site. Site exploration identifics subsurface conditions only at those points where <br /> subsurface tests are conductcd or samples arc taken. GeoGnginccrs meiewcd ficld and laboratory data <br /> and thcn applicd our professional judgment to rcndcr an opinion about subsurface conditions lhroeghout <br /> the site. Actual subsurface conditions may differ, sometimes significantly, from ihosc indicated in this <br /> rcport. Our rcporl, conclusions and intc�rctations should not bc construcd as a warranty of the <br /> subsurfacc conditions. <br /> GEOTECHNICAL ENGINEERING REPORT RECOMMENDATIONS ARE NOT FINAL <br /> Do not overvrcly on thc preliminary conctruction recommendations included in this mport. These <br /> rccommendations are not 6nal,bccause they wcre developed principally from GcoEngineers profcssional <br /> judgment and opinion. GeoLngineers' rccommendations can be fivalizcd only by observing actual <br /> subsurface conditions rcvcalcd during construction. GeoLnginecrs cannot assume rcs;ronsibility or <br /> liability for this rcporl's rceommcndations if wc do not perform conswction observation. <br /> Sufficient monitoring, testing and consultation by GcoGnginecrs should be providcd during conswction <br /> to confirtn that the condiGons encountercd are consistent with those indicated by the cxpbrations, to <br /> pro��idc rccommcndations for design changes should thc conditions rcvcaled during thc work differ from <br /> thosc anticipatcd, and to evaluatc a�hether or not earthwork activities are completed in accordance with <br /> our recommcndations. Rctaining GcoBnginccrs for conswction obsen�ation for this project is thc most <br /> cffcctivc mcthod of managing thc risks associatcd with unanticipatcd conditions. <br /> A GEOTECHNICAL ENGINEERING OR GEOLOGIC REPORT COULD BE SUBJECT TO <br /> MISINTERPRETATION <br /> �lisintcrprctation of this reporl by other dcsign tcam mcmbers can result in wsUy problcros. You coald <br /> lowcr ihat risk by having Gcol3nginecrs confer witli appropriate mcmbcrs of the design tcam after <br /> submitting thc rcport. Also retain GeoGnginccrs to review pertincnt dcments of the design team's plans <br /> and spccitications. Contractors can also misintcrprct a gcotcchnical cnginccring or geologic rc�ort. <br /> Rcducc that risk by having GcoL'•ngincers parlicipatc in prc-bid and prcconstruction conferences, and by <br /> pro��iding construction obscrvation. <br /> DO NOT REDRAW THE EXPLORATION LOGS <br /> Gcolcchnical cnginccrs and gculogists prcparc final boring and tcsting logs bascd upon thcir <br /> intcrprctation of ficld logs and laboratory data. To prevent erzors or omissiuns, the logs included in a <br /> gcolechnica]enginccring or gcoingic rcport should never bc redrawn for inclusion in architectural or nther <br /> dcsign dcawings. Onl} p����to�raphic or cicctronic reproduction is acccptablc, but rccognizc that <br /> separaling logs from thc�cport can dc�atc risk. <br /> ril. 1>, I'n:-onl nn PaRe R-2 G[oEiwINFFiu� <br /> ���,���r�.�nnv <br /> yZ <br />