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reinforcements should i e tied and ,s'n1 ;0 rtea, 000g, the
<br />reinforcement into place utoz 1,.ha ,.'7,-Cn _:L E'1.e ,.11o'u l.d,
<br />'be aal1c)w, e.d. All foundations and reinforcement, should be
<br />signed by a stzuctural engineer,
<br />'Isc kJ C barrier, "c. nt .l.5t ng of 10 mil vJ sflt2een =p.,.a tlr. t u,. rler
<br />a, .3 ir,..ch (riom.ina-Il ) sand bed `..should be i... �,. ^l. C:t;#4* under the
<br />2"k'>tt.,.e.1 '.:L.l floor slabs. it Z'tl.t,.>",: ,beap^ ,pae amd, £.E:cled, p7xnr, CKC,
<br />200.
<br />1;11 Econd .Y :on h cav 7lr,,ns (3W ld be nea?-.'.: f: riot, i.a k9 p., and ax po r,,:%
<br />wi..i_ no loose or soft material wi,m i , them. Prior Lo placement
<br />of forms, reinforcement, 1.i11`fJY.C!~'?T.P?nt, or C47L,crete; Che <.3xcavJitLuns t3(S;7i"ld be
<br />_insp`ieczee_t by the: gec1 echneical. L."}1'isulta t _ ..."a as,,<3 2re C.C.t`_fe,',u: ance,
<br />with -,he .. nt.E?alt.in',ns ...'.. 1 l';."
<br />LIMITATIONS
<br />The ta.7li;p;nn gs and, Trµt;;C7i!7.fiEtltialionS of rhis report stJfrre prepared in
<br />ii£.".,C;XdauC _' Witt „It3 f,)'''h i, Z'.3'`,! ,J. ,Lncir,i.En 7 '.i[Ci 7J..uc't.'t es in the
<br />field of J'i`'t.J{..f.chni..c"a, t rqg nee "..ng. No r "t'ervla rarty or
<br />guarantee is either J. 4?xprEnssGe:..1" or implied. Only a"9 p1orUCin of 't lm'
<br />subsurface soils ana conditions were evau,'.arc�dt or observed and
<br />the C"o n6.'...ari1ons are based W(pnin can int.orpret.ation c,,f the Psoll
<br />conditions encountered in the e,,,g7f.C7;..aiCCJ„''y bori'gsJ 1..:^71 c u s 1 o n s,
<br />ca1.bo are ..,c-ised on h;ie .ar.a..::L,C3f'.1..ns these findings do not vary
<br />appreciably in the, adjacent areas. t..7-ra7fi.'.'3'er, ndncrr Tar.,l.ations may
<br />occur; sfztiu.L, soi s:C..; Y;.J .. a,,sat,., >liepitQ 'in,:J,y i.1.p".fe hrut be
<br />encountered Ci'd in the aul`..ure, an c"l:a `:"a C?'a:311E. I.1 e.. of f-hc;:. :I..(Ip s.i.; an
<br />subsequent Y. C,GCa'., L`(fi..t t."i"„ G.l t3 sho,.ild be rinarie.
<br />Tn made :1.n this report are based on the
<br />that all footings and „il:;,ios will be '(, .1"1 .. TC_"p in
<br />properly fodCj�Pa ci.°.ad fill s.e. a,. AllRot.'-ng E:xuiava-,, a.i7n fir 'iA p, G`i be
<br />Prior to the placement CC;(:,onc: t.,:','te cc ve .fy z'ha9,
<br />Ratings aax"C; ft;Jt.Inted on satisfactory .t.i,._ .,"r . n,J' are f..36.",Gt :J4'
<br />or disturbed materials. All grading and .ii'7.J 1 l:d,,?c c,meut. 3p7Ci;tiJ Ld be
<br />performed i.nt,'er the inspection and Lest.l.;ig .,5.p a soils engineer,
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