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HomeMy WebLinkAboutBuilding Miscellaneous 2013-2-28 ranch ENGINEERING= (,,..e.Ion Mr. Ilcrrirh 1\'l-a01'¢1 CI tier 1'rirl in'11 ( itt-tom I lump:;, Inc. ;117,! Si)vir.tc I am. Idip,en',( r,r.tnn 97-lit, It k: null new; I'.\II Si,Illab\111:li\':\LU.\l 1U\ 5 Pk - zo/Y-e0/6( l I"ji I;ILA1'!ly.vY:lalia'- liil'71 hhaI,:INI,:C;\'I l:\\9sr Siiltnlve oN(PHASI'.IV) "lyrist,'a.I.fi.l nu.cun' 14)t-.,u I ra.e11.1(1:10 INC I'nolnT No. 13111 7 ,A venlerlintr•il eteutwer visited the abuvc releronced ,Site on I'1'hl nut)' I 1 aid I li, %111.1 to observe the building lad exeay.ltiun and assess the shrink/swell potential of the subl;ndi: soil, and determine I lie healing rdna(Ity ul the final building pad grade for costar L11'11011 ul ;I sin;;le-lmuil)' i sidtnec. lilt' ;AI)ril $, .'00-1 by Bully /Associales Inc. indicates that Ibis lot. Avuldd not be graded: however, .ul„ryut nl Him:i:, lye l/d and 1:.6A Lnl',ineering iudicalr thal Ian TI may ,:rmluhl fill. Iiiilinl nest pill . :•h,stt led Mks( Ibr hunt porliun of the pod had previnusl)' born filled with unsniuible. large slims: and 1.01y v It0i.1 1.0.-- I l:: Ir:l• 01 I110 pad cunsisled ul about 2-I-Inches tit lopsui! over slily residual basal) soil near Ih,' :key. uI the '311:1V alnpr that rise:: lo the tied. 1'erimeltl' chit; ,''(1µ;n1 [rum 2- lu i:el In naituve Inp.u11 and fill ncllarial. Phe livee• ier pod '.vas ,:onstrulapd amp native subgrade using col:mailed "' 'I s.0..1111. and )••• l crushed augrigate wish I• lo :11-loot steps between lirrs. The Ii11 has insu er1::p,. •'rod ::1100011;•11 >Inniln•ds of at least 90';‘'.of iii:nlnl'riab; mnsinuun dry d•m:ily. lloainf; u1.Ih, otihy,I'.,ti,: soil ind!t;dcd a low to mock:raft shrill:/swell pnleininl (IS .'7211 result tit):.%),'vinch L. lll,yd,..rl by I he ak,ut;/aggregate cover. . There IN Milk,oLol of dupe iuslabilily or;uuss laud n11n'enleul on Of in the 1101110y of the sill- and it.. other ycrdop,ic/entechnical factors will impede site drvelupmenl as plauucd. 'file suiltrl(1e I II S10110/11111111)i1)10' rill is SIIiGd)10 fur a convenljanal perimeter—style foundation,and an ;dlutvable still !Waling fapat II)' it 2,0(11) pSI. f Iilli'll'Iitial t.elllellll'llts are expected to be less than 1/1.11131 over a span ul—:lo let. Fu,ulinr, drains are recommended for the sllc due to the slope al 1110 1 1.:u'of Ilse. pad. 1i1111.11'1' ill;,ln:,••c.ball lu: cnnv.yell ill a suitable disposal area, and final perimeter Landscape p,radl;s •;hall .:100, ;vela Iona the foundation and surl:h'e water nut be a!lov:eta lo pond adjacent to the I u;l udali„n. flit,:rr1y. HPIIn,-111:nieini rr1),,i ln,', i' r /, ,,_.\`--,l G T N414,,s�> / 1 J r trip,I/n G ' . t;l:eco;•l ...;rl .\ , t ; �; . ,'l;nvs: 41.01.1.5!x'31, ?OK, Iiun;dd.1. IL-rrirl., 1'.I..,(Lai. 1'1 iltcip;Ii C,:nlrrhniral I[nl;inerr , iLlH)-rv,p'.L,''I II S•a0.1-)1.1(IR ":iii S' Sp,.i4}piing:i'l (IR'TM i? p: S-11,7410632 I vnv::.brandcenglncctinp.conl