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� <br /> 3 SUBSURFACE CONDITIONS CAN CHANGE <br /> � l�hiti };cutcchnir;d or gsulogic rcpotl i� ha�cd un cunditions Ihat cxislcd al thc timc lhc s�udy was <br /> ) prrl�nincd. 'I'hc findingt mid conclucions of this reprni may bc u(lccted by thc passagc of timc, b�, <br /> manncidc cvcnts such as constructiou un or adjacent tu thc si�c. or by natural cvcnts such ns ilouds. <br /> � c;uthyuakcs, slopc insu�Uility or�roundwatcr iluctuations. Al��ay,con�act GeoL•nginccrs belbrc appl}in�, <br /> a rcpoil to detcrniinc if it rctnains applicaMc. <br /> MOST GEOTECHNICAL AND GEOLOGIC FINDINGS ARE PROF[SSIONAL OPINIONS <br /> lchu inic��rciations oTsuhsurf:�cc conditious arc Uased on ficlJ obscrvations Gom widcly spaced sampling <br /> loc;uions :n thc sim. Site esplora�ion identifics suhsurface cundilions only at tliose puints �ahc�e <br /> subsurface tesls .�re conducicd or samplcs are taken. Gcol;nginecrs r�vicwcd field and laboimtoq d:ua <br /> � and then applied our professional judgmcnt to rendcr an opiniun aUout subsudace conditions throughow <br /> ihc sitc. Actual subsurliicc conditions may diflcr, somciimcs significantly, fiom thosc indicated in this <br /> repoit. Our repon, conclusinns and intcipretations should not be construcd as a warcanty of the <br /> � subsurl'acc conditions. <br /> GEOTECHNICAL ENGINEERING REPORT RECOMMENDATIONS ARE NOT FINAL <br /> 1 Uo no� ovcr-rcly on tlic prcliminary consuvction recommend:dions included in Ihis repun. '17�esc <br /> recomnundations are not final,because thcy were developed principally irom GcoGnginecrs' prokssional <br /> judgmcnt and opinion. Geolinginccrs' recommcudntions cun bc fivalized only by obscrving actual <br /> � subsurfacc conditions revcaled during conswction. GeoBngincers cannot assume responsibiliry or <br /> liability for this repnn's recomtnendalions if�ve do not perfonn cunsUuclion observation. <br /> Sufficicnt monita'ing, tcsting and consultation by GcoL•nginecis should bc providcd during consuiictian <br /> � tu confinn thal the conditious encuunlercd are consislenl with Ihose indic.iled by the explorations, lo <br /> provide reconunendalions f'or design changes should tlre conditions revealed during tlie work differ Tiom <br /> those anticipated. and to uvalu.+te whether or not emihwork activitics are completeJ in accordance with <br /> � our recommendations. Rclaining GcoEngineers for construction obscrv�tion 1'or lhis project is the mosl <br /> effective mcll�od of m�muging�he risAti associated wiih unanlicipated conditions. <br /> A GEOTECHNICAL ENGINEERING OR GEOLOGIC REPORT COULD BE SUBJECT TO <br /> ,� MISINTERPRETATION <br /> �9isinterpreiation of this repon by other design tcam members cun result in costly problems. You could <br /> � lowcr 1h�U risk by having GcoL'nginccrs cnnfcr with appropriate membcrs of ihe design team afler <br /> submilting thc rcpon. Also rctain GcoGnginecrs to review pertinent cicmcNs of the dcsign tcam's plans <br /> and speci(ications. Conlracto�s can also misinlerpret � geoteclmical cnginecring or gcologic repon. <br /> Reduce Ih;it risk by having (icoHnginecrs participate in prabid and prcconstnictiun conferences, and by <br /> � proridingcons�ruclion obscrva�ion. <br /> DO NOT REDRAW THE EXPLORATION LOGS <br /> ' <icotcchnical cnginccrs and gcologisis preparc final boring and tcsting lugs buscd upon tl�cir <br /> intcrprclalion uf field logs aud laboraion� data. 1'o prevcnt crrors or omissions, thc log: ncluded in a <br /> gco�echnic:d enginecring or gcologic rcpurt shuuld nevcr bc redra�vu f'or inclusinn in mchili �ual or otlier <br /> � dcsign dra�eings. Only photographic or cicctronic rcproductiun is acceptablc, but � ognizc th.rt <br /> scparating logs tiom ihc rcpon can clevatc risk. <br /> i� ----- -- --- <br /> FiIrN,� 1.17n-(RI;-VI� I'Of�'CG2 GEOENGINEEq� <br /> � .luh 1;.100.ti <br /> �� <br /> � <br />