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man000164 119

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man000164-119
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    This material is made available to facilitate private study, scholarship, or research. It may be protected by copyright, trademark, privacy, publicity rights, or other interests not owned by UNLV. Users are responsible for determining whether permissions are necessary from rights owners for any intended use and for obtaining all required permissions. Acknowledgement of the UNLV University Libraries is requested. For more information, please see the UNLV Special Collections policies on reproduction and use (https://www.library.unlv.edu/speccol/research_and_services/reproductions) or contact us at special.collections@unlv.edu.

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    Digitized materials: physical originals can be viewed in Special Collections and Archives reading room

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    University of Nevada, Las Vegas. Libraries

    I s 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 Commencing at a connection with existing 6” cast iron water main in Melville Drive near the intersection of Ashby Avenue,.thence southerly in said Melville Drive approximate­ly 1000 ft* to Mountain View Boulevard, thence easterly in Mountain View Boulevard, approxi­mately 900 ft* to the intersection of Barnard Drive, thence northerly in Barnard Drive ap­proximately 80 ft* to a connection with exist­ing 6” water main in said Barnard Drive, and Commencing at a connection with existing 6" cast iron water main in Darmak Drive near the intersection of Ashby Avenue, thence souther­ly in Darmak Drive, approximately 1000 ft. to connection with proposed 6M water main to be constructed in Mountain View Boulevard as here­inabove provided, and Commencing at a connection with existing 6" cast iron water main in Douglas Drive near-, the intersection of Ashby Avenue, thence south-er* ly in said Douglas Drive, approximately 1000 ft* to a connection with proposed 6W water main in Mountain. ViefcvSOLVd.as hereinabove provided. At its own expense to construct approximately 110 lineal feet of 6rt cast iron fire hydrant connections in located as directed by the pro­per authority of the City of Las Vegas. The cost of constructing said water main is the agreed sum of $18,559*18$exclusive of the cost of constructing the said 110 lineal feet of 6” cast iron fire hydrant connections), and the expense of which shall be borne by the Subdivider. 2. Said water main shall be constructed of 6" cast iron pipe and shall be in accordance with A W A specifications. All joints shall be cement and all pipe shall be new B & S cast iron, equal to AWWA Class 150. All fittings shall be new, all bell cast iron equal to AWWA Class 150, and all valve boxes shall be of cast iron of appropriate size for each valve. Unless otherwise provided - 2 - A/oo