1963 825 Ordinance - Laserfiche WebLink

Home Browse Search

(3 )_ - !~11. metal work v,Thich has not been coated before the arrival ~, the job s'_na.ll be given a te;nporar.,y protective coating of such a nature z,:; to permit tree ready adherence of future coatings . The temporary coatir~~; shall ?~e a good grade a.sprialtic paint or other approved ;naterial. This temporary protection shall. apply particularly to the follovring material, and elsevrhe-re v~tien in the opinion of the ingineer, such protection is necessary: F;[~:~nhole ~~iii~s a:rx~ Cove:c•s Ladders an~'~. Zr+<_~der a~un~;S ~Talve 3oxes a.nc~ Covers Vi cta;zl.ic Tyne Couplins Dresser Tyre ColipJ_ings Sec. 3 Sec. (C) ~ uli. surfaces of ;rstal vdi:ich z•~d._l._l be in contact after assernbl- ing shall be painted a•t- le-st one coati before assembling. The final coat of pa~~.nt on all. e,;poscc( vrork s'ria.li_ be ~; iven shortly before the com- pletion of the contract. (ll) - ~:;licre ioa-i.ntin,~,• clauses appear he-reinafter~ they shall take precedence over this section, except that temporary Lrotection herein descri~:;ed ;,;ay be regiz~.x^ed. ( F~) - All_ of this v~ro rl•, sh a17. be ir;cll.zd ed in the pri ce bid for the particular iter.; ~°equir:~ng the painting. _~.LIGiUrLJivT x•,J.~ID G,:~"~1 ~J e (a) GF~I~T~.r AFL : ~? 1.1 tilater pipe shall be l.a.i cl and r:;aintained to the required linss and ~•;rade; vrith fittings, valves and hydrants at the re- quired. locations; ti~rith the joints centered and spigots home; vrith all valve and t?ydrant sterns plunio. x11.1 necessary l.i Wes and grades shall be given to the Contractor by tl-_e ~~~ngineer z~r~.trin a reasor_able time afte, notice by the Contractor of the tune and _pl_~.ce he intends to vrork, x111 stakes, once set by the nr•ineex~, must be protected. b?T the Contractor a:ic'~ if it is necessary to :t^eset and regrade a.n% ;~tar.es vrhich have been dis- turbed the Contractor must pay to the :`~nr;ineer all such costs. (b) SI]B„~JiI'x~!CD i~X1'I..Ot~1~T~_Ol~~: T'_ne Contractor, at Y;is ovrn expense, shall dete.r:~ri.nc~ the location of existing; subsuria.ce structures v~ithin the limits of the t=:a.ter trench by such e._ploraticns 2nd excavations as may be necessa;y after he has made an exam:Lnation of all available records. (c) G,:t~il:)L 13i"L_~S ~.,~:n ~)i;PTH Olr. CO~l~it: The Contractor shall furnish all :naterial and 1 abor to set grade bars every fif ty feet (50 t) . Lvery pipe shall be ]_aid. at each end to line and grade inclica.ted by a line drawn be- t;~veen the g;.rade bars. Unl.css oche.°:•rise i ndi cited on plan all v;ater pipe shall be laid to a depth of si:c feet (6') measured from the estab7_ished street grade or the suxzace of the permanent improve;r_ent to the top of pipe. EXC1'LVI:TTOId !? i\~ ~F'i~P~l~ ~iTiO'_~1 0~' TR~idCll (a) FIIDTIF: The Jr;-.nirnzzm v~ridth of unsheeted trench shall be eighteen inches (18") ands for v;ater pipe ten inches (10") or larger, at least one foot (1 ~) greater than the cLameter of Wipe. The maximum clear tit~dth -~.-