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<br /> liidiatx Rveri.Cbunty,: ,,o0 . 11
<br /> 4 to IV
<br /> :Page 3'
<br /> war 1I Praje hlo: :00 '� 0 1 •
<br /> : " t
<br /> '�
<br /> It 04 in 0
<br /> :� "'
<br /> • Wre detailed, recozpmendat oON ns f(Qr 'foundati deli
<br /> on. ga. 'a�idlafied;constritctio :are .pres
<br /> I a , • - in :the'fol bw ng:sections ,of4bis oil : : us 0 I Or00
<br /> . . + '
<br /> a. M
<br /> , r : CIeatins; �€aru6baa aad.aStiaiyiaa t ' No on
<br /> 1 0, da . • 'Fhe ' f6otpmt oftl ike a eto A Jt , buiiduig,: plu4111 s, a :3-foot lateral
<br />; should" be : cl Y 00 10 1
<br /> 16, ON MEN 0 W us ;. eared anti grubbed at
<br /> . ' e outset• Of 'co 'b
<br /> • . • =th nshucti n.' Cle
<br /> and. li
<br /> 0
<br /> sh
<br /> uki :ine
<br /> ude` the
<br /> 1
<br /> ai�g :� � co � le 'and . .
<br /> . . . . � te - remo al'
<br /> '
<br /> dig
<br /> 1
<br /> of .
<br /> a' timber
<br /> sal . s
<br /> ro ts' �.:
<br /> :sttii�i xubb`
<br /> . , . P % ANN , .• Q ash �and •deb"'
<br /> bapsh,
<br /> P_ . > ayg and a1l:other obstruchcans resting '
<br /> 11
<br /> - OnIV I
<br /> w,?p I on
<br /> -0 11 1on
<br /> W11 %
<br /> lg oc61, tad andethe s surface. excavated areas
<br /> all air
<br /> : . All .areas receiving .fi i, . Akfietilre8 .and:. slabs should %be:'pldwed,fid- a degth' of at 1 Pick
<br /> �" east; 6; ' . d ::
<br /> 'ata I all roots ' ater.that ;T :itch in diariiete S •:or 'lzi cME I
<br /> 1 4, at a 60Bre • . on oq#t ggns - of ,small .diaaaiete�'rowa
<br /> ots' :
<br /> • We 0
<br /> • If q
<br /> rexposen by'plp;ving0 Should- be'. removet1.. :to: &:depfh: of iot less .tltan• 1'2 inches: Folloon go, ,wing .the ;
<br /> ' a II noclearing grnbbing•:a�id. 'striP.P� :oPproons; ttte::in-sitU4 subgrae soils ;&ould* obe ;un foiawl
<br /> mWe I
<br /> l
<br /> •cQinpactedt achieve a.minim n of:9Swo6f their •maxianuui defeias rriialecl thwe e ' • 1 11
<br /> diy :cieaisitOn y as. b -
<br /> *0 WIN I :lriod'aced,Proefar; (A,STMI� .137 :t�st�to- adtli of l . ir�clies�::
<br /> NN I We b
<br /> Win 1
<br /> _ NO _ .
<br /> I it : 1n ' fill :,th " r
<br /> ME I We
<br /> at S. T: too :e eV''a '
<br /> y equieri 1 to the, buildin :ar�a:,to coristructan. 0 16 Or NE
<br /> e '
<br /> . . i; d Or 10 ,
<br /> be'
<br /> . 111 , lacedtoit
<br /> uia
<br /> . .
<br /> y
<br /> folltswiiag Abrapaction: of the .subgrade-swls ond. should eonsisf•oi' clean.f :to :medium sI a'and
<br /> no I Vegas 0 I I ME of-more'-Mani: la%: :pa sing the. IJ, S : Standard No 2U0`sieve :T7ie fr ' shouild
<br /> ' . ..' Ar Pf ptiaaiurii for. . co
<br /> r .
<br /> ME 1
<br /> : a:' moistiire: content �vitliiii 2'� ; its 'd vapactioweand .iA, Myers whicli do not
<br /> xeeed 12: inches in `loose'' measiireaach fill litfi should n
<br /> ME
<br /> as a be;uaiiforir�ly •0oangacted" t `95/.a t�f,
<br /> : thb ' ;AS'T1VI 1155, 7 ariaxiinuari 'dry;densi , should' be and,
<br /> ty:, fain:: stable ' pnor�to:plaemen£ of:.. .
<br /> an MEI f ill ors bsME on I co tion: ' '' - • • •
<br /> u ,. 'exert »stauc
<br /> ;.,•
<br /> ' FQunrdatia 11 We
<br /> ME oai Desim and Coiistruia Raw 10 ction '' • - nto, :
<br /> 'i7�e prolaosed stiuctuire maybe safely siigport do..oi 'shallow' foundafions that are •based as the . '40 1
<br /> - MEN defed=gr - a�c:°611:aru3lnr iu-the';unproIF Iv natiaal . sands; ' foo ' 1e' desi[gmed for11
<br /> • '�''
<br /> ME a :to 1 net: 'alinwable. 'bea 3ag ;'�ressdre. .1f0-1 0,2 54 a . pauads:-,tier square 'foot: (psi.- To rovide
<br /> an'. :
<br /> MEN
<br /> a, oil adeot quate• factor of safety agan 1 ainst a bearing - act failure" filie foundaribns sh
<br /> No I W:l ME1 . • P, tY: otald be.based a# ' ' won
<br /> ,. , :least ..i2., i4 40 q hes;b*Arttlie Io�ves't adlaceiit . grade:• `•Contintious foo Sliol Iutd' b1 41e 12 " ' 0
<br /> or
<br /> at least.
<br /> a soNiches wide: Isolated .foundatioais•should ;be not less their 30' inches wide..' it
<br /> ' . .
<br /> GI 40, 11 1 41 1all �:: . . . .
<br /> 0.
<br /> , •
<br /> :The •allowablb : bearm�I on . Pressure refers' to;.dead"Ahd"•live .loads ` and• .ief�e¢ts: a aaet u=case' am, •
<br /> :pfessiire over. aiad above thaONE`ti' e erteii;bydie overburden`soil$. : �Ccii segtaeza�y,:the :weigiit:afthe: `
<br /> 4, ONEfoundation ooncxete° aad .soil .backfili ;ma ` bn 1 e ne ected .iii tfie s' I ':
<br /> Y' F . izing .;.computatiotas` . A �5. ;
<br /> percent °iaicrease .'iai the;:$llawable h is . ei'niissitile r.' total: 'I
<br /> p . . eaiipg :pssair : p. :fo oads, : including . = orI ME
<br /> ME In 1% be
<br /> -, thosesduo to 'wind•forces: f ' 'as ;.
<br /> 11 No ow ` IF
<br /> • • ' no am,
<br /> s '
<br /> Uplift%resistance 'VdH be :proWded by the dead -weight of the fowdid4 ions plias the •weight• of tlae
<br /> QveFlying ,soil. backhlt : Fo'r' design; thetaaiit weight o f the soil o�ierlyin #tie foundatioais ma .•
<br /> be'ta�Cen as =110 un r % I I ago goo o. . Y :.11 '
<br /> all
<br /> ds. p'er:eubic. foott.�cf}:' 1 all
<br /> .. : .
<br /> • _ F _.
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