1963 825 Ordinance - Laserfiche WebLink

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Sec. lj C?3LOi~,IId~-1TION: (a) G"JDIE1Z.t~L: Following preliminary flushing, the newly laid Urater pipe shall be chlorinated. The processes of chlorinating, the method of procedure, the chlorinating agent, and the rate of applica- tion shall be deterrnined by the Division of ~:;ater of the City of Cleveland. The Contractor shall pay to the Division of ?{ater of the City of .Cleveland for ch1_orination or sampling of the vra~ter at the rate of five cents (5¢) per linear foot for the first thousand feet, and three cents (3¢) per foot thereafter of the water maa..n proper, with a minimum charge of twenty-five dollars (;25.00). The Contractor shall furnish the necessary labor for excavating and backfilling which will be required for the installation of taps for injecting the chlorine solution, operating: pumps and flushing mains. (b) .FII~Ti~L r'LUSHING Ati-D T?C$T : Folloving chlorinat_i_ on, all treated water shall be thoroughly flushed from the newly l.a:~_c~. pipe at i.ts extremities until the replacement vrater tk::rougho~zt i:,s length sn~.ll, upon test, both chemically and bacteriolog~:ical.ly, ~.,~ I:.'~oven equal to the Vrater quality served the public from the e_:istin~; wr~:Le~^ supply system. All costs for chloration and flushing of. mains sh:;i 1 be at the exp~ns e of the Contractor. Sec . 16 CURS COI~II~?ECTIQIVS (a) GEiVE17AL: In such locations as may be indicated by Engineer the Contractor shall excavate f'or House conreot:i_ort bettiveen the seater main and a point three feet (3 ~) be;,~ond curb line. The connection shall be standard extra heavy lead pipe o.r copper pipe conforming ire all re- specL-s to the specifications and requirerents of the Division of '~,ater and of the size inclieated on plan or bid b1_anlc. (b) T.~I'rING: `Phe Contractor shall arrange l~ritlz the Division of ~:;ater of the City of Cleveland to make the pressure tey~s install the .. corporation cock and furnish any other material ~^rhich tie Division elects ~ to supply. .The connection shall be blocked up vrith stone, bricl. or concrete to insure a firm support for said coupling and resist ah_ set-tlernents in backfilling. 7.'he blocking shall be Held firmly in pla~.e by fine dry earth firmly tamped around it. ;Aiere excavation is in wild., clay or .light earth the yvater curb connection must be laid in a trench separate from any sevrer lines. In rock or shale the :eater curb connec- tion may be laid in the same trench vrliicii contains the sevrer pipe pro- viclin~; ~tht: trench is of sufficient 4viclth and an eight inch (8~~) shelf is provided on which to lay the connection. At the curb end of the connection a shut off valve shall be connected, mounted on a blocking of stone, brick or concrete to. resist settlement and vrith the curb box mounted and maintained plumb osier the gate valve nut, with the top of box at the finished grade of lativn space. The price bid shal_1_ include all costs charged by Division of TTater, City of Cleveland. Sec. 17 BiiClff ILLING: (a) EXTI1JNT OF bACIu ILL: The backfill_ includes ail. ba.cl~'illing, ramming, puddling or rolling, as required, the regrading o~ ~:.:'•.,~~cent disturbed areas, the replacing of dx•ains and. other surface ana sub- surface structures, the placing and ntainl{aining of suitable temporary - 12 -