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as 4
<br /> 11 of I a
<br /> 1 OFF
<br /> I No
<br /> Indiau'Riiter County1 1, . . . .. _ $1 , PIP . r; . 1 IF: 11 - •NO 1 Page 4 . ;
<br /> ft IN : Me 'Pro' ec Nb:: QO 11452 NOV.` O •
<br /> I ,; . No
<br /> .i . z • :• J • , r.
<br /> . . All•foiin�latfox , • eldne�ats' I h uld :be e*Xcauafed;'�formed ;and` cast in; the dry, ' 1 0, 1 . exacavation : ' ' . No a
<br />IF a
<br /> 4 % as PIP 41tigt#oms: shoo#d :be dI ofensified''�taitiPed� :wi#li. e'walk=liehiiaid: IF F
<br /> tpe comPaclox prior #o pleceinenti : V, I' ,.
<br /> 00 1 1 PON 'so 40
<br /> a deNO 0 :: : OfreinforeiI PON,ng steel: 'dagoThe A I .compIN %a,ctiv :Worts 'sIF hgWd;achieve. a mi imuin Of:'95'�l: of the AST1Vi
<br /> Now , D. l fiS' :ngaitiinwii'dry. �risitytct:a,de of-Y2 :incfies�beltr} tie bottom �fe footings..'; to aft IF 11 to
<br /> _
<br /> 3�oundaf ons designed d• coni %u12 m4�0mw cc oiodance:withthe: commenciationIS of1 as : tliis iL
<br /> % ` ` are exgectecl`to &SUS a Ntoleralilip tal . au c�ifferential' setdements:as : , •
<br /> I of Fig
<br /> N::. - 1 a or IF_
<br /> 1sib. Design ` - .ft 1 01 P, ' . .. '°NO : ,:. . ,, IN
<br /> .
<br /> Flooi S
<br /> it , ON tooI IN ,ON, Iflab-citow. 1n�gr d ,conistiuctioi� ma1 11y .ire , used fibs, the rournl . looi of the, siracture
<br />provided" theIt
<br /> ago , : 1 "building 'pati is:costcted:Ol in sccoFdancer'wi .tli� miueicons o£:this art' :w a Sub ;
<br /> xeP grade•:
<br /> :below the=�ot�iid lI NO evel dab should�beanoistuze c4anmuoned tai :4,13b -of oJob f their. o�No timuni �Qr
<br /> '
<br /> ebm �ctiOII 'aid'unifQimly c aPIP , cted to 93'%o :¢f#lie ASTM:T� 1Sfi ' ma�cimupii. itty densi '
<br /> P P PONil , ty: ,' • •
<br /> '6. - ' ` ' as I
<br /> No I
<br /> A:mo flus flf subgrade jreaction 0,115.Q;pou�i�ls per cubic moh (pci) maY: used' in the design :
<br /> atim
<br /> }..
<br /> I PIP
<br /> me of..tAe grade leve#, slab: To 'm"iniixuzNo, I. lticalizec : ciaoking.under' .Aanqq
<br /> i�n7form:`loading, tl�e' . slab: • .
<br /> I No 60 NO 0 No ui bNo e uatel -
<br /> 6 ' we of ,:: _ .off I go is ;'
<br /> Is
<br /> Fee
<br /> We Vkecbnimend #hat an im *eivioW11 e mn�ibxane B& insured be�ee�i 'xhe aaiEid�rsid�e. o� :the .slab 1 '
<br /> of IN I Of I
<br /> and subgi�de'° soil : to zedi�ee ' slab' rrioisttii I p oblevns. : 'I e ` oii}I Sition lid° tliiclsuess of;tt�e . : 01: P 1
<br /> 0 a ' r' ; membrane' shQtiid ft be' selected;a Bete mining the alto*kble .vapdritrarismission rategatbat the
<br /> PIP so a NO 6
<br /> 4goi Eoveiings°sari ui�hstand Qvittiout; delai hatin : fEthe: graile ' 1eve slats :will not iece ve< NO
<br /> ,. 1 ago,
<br /> floor'. coverings ` tbat: : ai�e ,p iiculazly =sensiti a go =fo. "i oisttire° . nx;:•.. :;.6emu F• .thi�:;. layez of _:
<br /> '-poly. ...••leve slioutd ba;sui#able for;#hi$ puipose:" IF
<br /> z: ' . , <
<br /> 1 1
<br /> • I No 1 of IN
<br /> : ' '
<br /> I If Note I NO ON _W 11 NO I:DfiA3'IDNS `OF STUDY: 'a 0
<br /> 0 ft
<br /> • , . . r .
<br /> Is
<br /> been ' erformed dor .In ' an l iv , � O'Coli to aid. iri theI desi let the 'tanned • ' '
<br /> 11 , 1W I
<br /> 1. 11This• study;has p. di . ex tY . . $� P
<br /> 00 . 10 , ' OFF .PmJ � Diinkelberger Engineering ,&. Inc: : �anrants that the ie ;ommendations .and ': : <
<br /> professional:° advicc I we
<br /> �eseuted . in .4his neas port: s•are .based . upon' i�eogniied practices in : tllei
<br /> ` . . to
<br /> disciplines of soil n�iclIF xarii�cs, . ouud #ion . anineerg; and . ectla� Na. other III I
<br /> '
<br /> inee ' ' g. $3 :•. ;
<br /> 1 144 :`*aunties-ate exI be
<br /> PIP be 1 0 pressed o r: mplied. 10 ' �: ' •
<br /> at bed I , . yof NO I I
<br /> r.111 OF , ; : 9, oft
<br /> I IN - :IV 1 ' 1 No
<br /> apoof I 6. : .
<br /> • _ • - '
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<br /> IT
<br /> 4011, 1 1 OF
<br /> °� , i;' NO
<br /> ..
<br /> 1 10 IN I
<br /> . . :.c: 00 '000 Now" -
<br /> • :i`
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