Finance Committee - Agenda - 6/7/2017 - P255
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must be completed again. Any movement, repositioning, loosening and/or retightening
must be retested before the pipe is tapped.
Only a qualified contractor (or subcontractor) with previous experience in the installation
of an insertion valve will be allowed to perform this work. A resume of the contractor to
perform this installation must be submitted and sent to the City for approval prior to start
of work.
All valve should open left and close night.
Valve Boxes
Valve boxes shall be cast iron, two piece, sliding type with a top flange and minimum
inside diameter of 5-inches.
The bottom section shall be 36-inches long a bellied (buffalo) base and the top section
shall be 26” long designed to slide over the base. The overlap should be a minimum of
12-inches. The cover shall be a heavy 2-inch drop type cast/ductile iron unit that is
recessed inside the valve box. The cover shall have 2 pick holes with the word
“WATER” on the top of it.
Valve boxes should be installed with the bellied base resting on concrete blocks with no
load transferred to the gate or shut off valve.
Yard Hydrants, Gate Valves and Associated Fittings
The yard hydrants shall be #2 Post, 5’-6” bury, 3” MJ inlet, duel outlet nozzles1-1/2”,
NTS, ductile iron riser with cast iron top, galvanized steel operating rod, self-draining,
nonfreezing.
The gate valves shall be 3” RW gate valve MJ, open left, C509 Mueller or equal.
Fitting are to be 3” EBBA DI Megalug and 3” MJ Gasket & Bolt Pack.
Pressure and Leak Testing
Additional pressure testing methods is not required for this project. The existing plant
water pressure (125 PSI) is sufficient to test the pressure in the new installations.
Leak testing shall be done by visual observation methods. No installation shall be
backfilled without prior observation from a City representative to verify that there is no
leaking occurring after completion of the installation.
Sidewalk and Pavement Repairs
The contractor shall follow the City specs on sidewalk replacement. These specs can be
found on the City web site: http://nh-nashua.civicplus.com/387/Enginecring-Department.
At the bottom of this page is a PDF of the spec.
The contractor shall follow the City specs on pavement repair in the web site shown
under item A. In general, the pavement should match the thickness of the existing
pavement.