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OC'OCT.26 '95 1:34PM DM6,GJCTZES PUBL.I C LI BRA TEL N0:3031 303 2410336 #91 f.273 <br /> .hi 1 :a7Pr1 DIY 46Y P.4/7 <br /> F iS•► <br /> ?** t •97TlL ML%gW R9MVAL <br /> A corlarf"hoadwall aneh4rs the at"advert Into the concfgte flo+iho at ff10 top of!ha a+t"rt. <br /> This oorK rats will be remawed frgf %itwn the cer4nft Nuns ee that"ftme is MUftwd to <br /> Its wipinal sfispe. It is 11SUMSted that 24 Oubic yards Of coneraW will be removed fewn the <br /> hNWwad area of Ift fturha duriro she ftnolWon (lrooem After mmaysl of the anoharf(V <br /> a�Qrep1e,tft Stall aewrt VAN be rerr&AW from#*dowrdw flume. The a"auh►ert Ira fitted <br /> wo pie= inside another at tors Views alaM ft Isnuth of the oulv.rt. The oulvert may w <br /> disposed of In the adjeowA yard aroma. <br /> Task 2 -OONOPZTi.PIAIM i MYM <br /> Ou►m the conwata flume repair portion of the cones, the following #teps wi1F OMM: <br /> The flow of Dutch Crsaik wlu be dhmmed within the flume an that WOW is not flowing witNln Iris <br /> repair SM. A=Muiatad rock at the elttran" to th8 ell c4rivsrt w1Q b* fentoved from OW <br /> flume. NQles In &A boas of Vo flume will be filial with rock lnaNdals so that v0de urn ttw <br /> (turret ere sllmhwted. <br /> Ten(1 Ol fast lengths Of number Q (314 irlrhl rabor wul be anchored " apupdW a rfdnknurn pt <br /> two (2)inohea lntck file eX"M coM"M bisa Of tale Run*WtWn the warn arse of file ehynnsl, <br /> The nMw aMG be bent se that It poirro downmrsem. and *mfl mmftp the a*dnini; phms of <br /> tabor by four (4) inches. The mbar Shill be dad topathw where Tfletr mmriegr and whom <br /> P rpendialftr 018M eE akaady in•plaos rebar Is ancournmred. <br /> Concrsm SWI be poured within the wom pprtkM of the fiumip, so that the Hoar of"name is <br /> flat in the laosnrm of the wan, cMrwM. It is entimated ti+et it Ri rhig yArAmL of aarxlrVft wilt be <br /> rl*ded to safest npaira jhp&the flume, lcor purpvoss of tMs ,it assymed tW a slmilsr <br /> VGlUrA Of earwreft per r{Oft of channel will be needed for thst portion Of the hullo which <br /> is awrwKly a9yvred by the steel ouhnert. Therefore, it ie w Unuted their an Gdftx&a cubic <br /> Yards of wig be needed to complete the flumo r'palrs for the jjMVOf the <br /> Hume. <br /> Concrete shall be 3AM Pal, and iney either be aeilvered Of mined on atte. CBncmi* rniubmw <br /> radas shsN Aw dGINVred to the PRO.tlIC I MANADfait. The surface must be thcoupiyy elssned. <br /> end a bondit agent applied prior to powlllp the eorsts. Dun to mWolpawd dad weather <br /> aendidons. CONTRACTOR shal supply and Install llwulatlon Manatees. <br /> Thalk 3• OQNCRIFI'F•OULVOtT ' <br /> 880WAa the act ml amount of ao"oret a which may be readed at the Watkm ar the <br /> Is not kaaarn, a ghee for per eublp yard pp�d wit be provid on tna OF <br /> BDtledt,de. <br /> Upon aompl,WOn 4f the praimt. Dwoh C irrask wail be re-dhorted Into the flurry. <br /> 3 <br />