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Remove away eircess polyurethane mai l trading . or 66 &tiled <br />holes. mal the drilled holes to the fait fptb ref the s -vitt alaigmut. <br />Allow the polyuret mat tit oil belbit 46%* UON16 on Ip #Obi4 <br />slabs adjusted by injacdon. <br />.173-5.6 Fooked Joint& For umlersealing I tgeling of favite4i(fts=oi' 00taW <br />p4vetrte14 inject to fill ani► void in th8 sub -base. IN rho void is filled W #lad Uft is <br />AIWA begin )i> "and reahgmag pawls to p;Ww IlW f(W t atmp WIMMOnt. <br />173-S.7 Dftbmble Rues EdWe-the r4000tiol t snot ear the &W-hAle base. For <br />stabilY ton of crit with.a dmi le bates��tion tuts appy y . inches <br />below the bottom of the drama le:b , Inject elm material to Asbilizo the <br />move the subbase t d base material up; eom 909 "it a tin t * bottom off' p7wft=t <br />returning the pavewtut to am its viont Vaddp, <br />I73-5:3 Imo; <br />In some siti+>glions for Iiihng,,1he subgrade will amdlb be staMlhtd. <br />When. is rcgvired;an iztjeoaai dep#h I'll berml ley f_ : t <br />apprQrved by the'> , buu will not.lie at a depth, *a f 'bel t tb p,6veniieaa bad, <br />>njeacat ffie matetiol imfil the clip in the. l�� is r o►vnd and t paved � a a� is <br />bioughttothadesivedgrade, <br />Ifs till anon ion, necessmy the injection doo will be IT' m6ftinehes <br />below dw-Javemeabiase to fill -P&&- <br />173-" <br />rade.173 5,1► 8WWr Oak: For bddjo: *W Oat We sleago cltitil mn <br />holes, #ally sleeved bIr tubem, into the bad grits to lrvwW my injection of p*ot~atlaa <br />the sloqw slab and the pavement. Inse>d i,�caan taubasc _Da,� oC�F to <br />itptndig <br />um dgh of l to 2 feet below Morn of th+ steeper slab.Iect the itrial ftnto <br />e taa the. ls.am stabiliz�ed:os:cvident wh+en.tnove>aa of the paveme R R <br />Conthm to 'injec m esti be=* the sleeper ibb to On the sleagm.slabtond pw�t toge x <br />to the desired $m& <br />17.V5.10 Eftedn4am Zfedgedrains afire pie t,kav alt Nedtions WKWn 4 fere of the <br />ed at tot IS inches s blow the:btrft= dndm <br />1'x.11 � l td�rep�t Qfsihwf sectio of _ . ;�._al <br />�) � e land .atui baso a suspectesi as tao>ta ri`buiiiang to the'p <br />perlbrm ions to stab Hw-.t bases and subbm tato MM outvut and reatnova ` t <br />subdue .Ensue removal of the existi pave. aloes titre diad the tabes or OW <br />etabi z 2 base and sub►bsae:. AfterittoftilbUmpwamaK cu# theta okat e <br />173-5.12 Rkwonta Take- gW* for any pavement `b� , exp pavanent <br />lifting, pint damage or esaacerb n of alignment that maty,Occur.49-9�o�.the WO <br />If mover ms <br />t e_ 1/16 inch beyond the*desvd,move t,, tales Wn�ect a wd 'AV the <br />inovehMIL Repair the ar±ea'to the satisfaction of the Eur and at no cost to so b"Ortmeat. <br />175-5.13 Sterne For liffing,. sealing and Ming of vtxiids atot aha► d <br />includimpipe, holo and other burp structures, sxubcnit a pl�.�facdon � � for <br />Prior to P v►trd4+evaluate mtegtity ohe pipe and*m dtaiix. <br />throu&-inoVection, either visxual or by remote ,. oto determine the OhrivapuftmWitef <br />poly thane. Pdfort>tt_post i nstrMatio€nievaluation of the work bi.y similar . E ?gay <br />injected material aiming the storm drain system dwiAg the installation work is 10* cd and <br />disposed ofaiccord agly. <br />•10- <br />FPID(S); OMS -1-52-01 296 <br />