1957 566 Ordinance - Laserfiche WebLink

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Sec . 15 CHLORII~lATION: (a) G1i,IdER.~~L: Following preliminary flushing, the newly laid water pipe shall be chlorinated. The processes of chlorinating, the method of procedure, the chlorinating agent, and the rate of. applica- tion shall be determined by the Division of later of the City of Cleveland. The Contractor. shall_ pay to the Division of ?;ater of the City of Cleveland for chlorination or sampling of thE; water at the rate of five cents (5¢) per linear foot for the first tho~zsand feet, and three cents (3¢) per foot thereafter of the water Train proper, ~nri.th a minimum charge of twenty-five dollars (`y25.00). The Contractor shall furnish the necessary labor for excavatin€; and backfilling which wi~.l be required for tl~ze installation of taps for injecting. the chlorine solution, operating pumps and .flushing mains. (b) FIi~4L F'LUSHIP,iG t? IvT~ TEST : Follotiving chlorinat~i on, all treated water shall be thorough~.y flushed from the ncwly 1..aid pipe at its extremities until the replacement ,ryrater throughout its length shall, upon test, .both chemically and bacteriologically, be proven equal to the water quality served the public from the existing vrater supply system. All costs for coloration and flushing, of mains shall be at the expense of the Contractor. Sec. 16 CURB CONNECTIONS: (a) GEIdEi~L: In such locations as may be indicated by Engineer the Contractor shall excavate for house connection betti^reen the water main and a point three feet (3 ~) beyond curb line. 'The connection shall be standard extra heavy lead pipe or copper pipe conforming in all re- spects to the specifications and regairt37:ents of the Division of :rater and of the size i?Zdicated on plan or bid blank. (b) TAPPING: The Contractor shall arrange Z~~rith the Division of TrFater of the City of Cleveland to mai.e the pressure tap, install the corporation cock and furnish any other material ~~hich the Division elects to supply. The connection shall be blocked up vrith stone, brick or concrete to insure a firm support for said coupling and resist all settlements in backfil7_ing. The blocking shall be held firmly in place by fine dry earth firml~j tamped around it. ~;fllere excavation is in sand, clay or light earth tYae Vrater curb connection most be laid in a trench separate from any surer lines, In rock or shale the titirater curb connec- tion may be laid in the same trench Vrli:iclz contains the sewer pipe pro- viding the trench is of sufficient 1,~ridth aria an eight inch (8~~) shelf is provided on which to ].ay the connectionz. At the curb end of the connection a shut off valve shall be connected, ~;ounted on a blocking of stone, brick or ~ concrete to resist settle?neat and v~ith the curb box mounted and mainta'~ned plumb over the gate valti~~e nut, with the top of box at the finished grade of lawn space. T11e price bid shall include all costs charged by Division of ~'Tat;er, City oi' Cleveland. Sec. 17 B:~CKFILLTNG: (a) EXTENT OF B~CI~'ILL: The backfill includes all backf'illing, ramming, puddling or ro?.ling, as required, the regrading of adjacent disturbed areas, the replacing of drains ar~d ocher surface and sub- surface structures, the placing and maintaining of suitable temporary _ 12 -