Download Cedarvale - Struct-Con Construction Ltd.

Cedarvale CS Phase 2
145 Ava Road, Toronto, ON
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10258.003.M001
Valve shall be single-seated, hydraulically operated, pilot controlled diaphragm type
globe valve. Valve stem shall be top and bottom guided and shall be actuated by a
resilient diaphragm. Valve body and cover shall be cast iron, flanged. Trim shall be
bronze type. Valve seat shall be replaceable. There shall be no external packing
glands.
Pilot control shall be a direct acting, adjustable, spring-loaded valve with bronze
body and stainless steel trim.
Main valve, pilot control valve and all trim shall be factory-assembled into one unit.
Valve shall be Class 125 for low pressure systems less than 1380 kPa working
pressure and Class 250 for high pressure systems greater than 1380 kPa (200 psi)
working pressure.
Pressure reducing valves 50 mm (2 in.) and smaller shall be Cash Acme or Watts
equal to Watts UB5 bronze body, screwed. Rating of valve shall be 2070 kPa (300
psi) at 71 deg. C. (160 deg. F.).
See drawing for capacities and operating pressures.
5.16.
Combination pressure reducing and check valve shall be Cla-Val 790-01-D and shall be as
specified for the pressure reducing valve, but with an integral check valve.
5.17.
Backwater valves shall be by J.R. Smith, Zurn, Mifab, or Watts. Valves shall be complete
with cast iron body and bolted cover, bell inlet, spigot outlet, bronze double fulcrum top
hung revolving flap and bronze valve seat.
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Unit up to 300 mm (12 in.) below grade, shall be complete with access cover at
grade and extension sleeve between cover and valve casing.
Unit more than 300 mm (12 in.) below grade, shall be complete with minimum 600
mm (24 in.) dia. galvanized steel, concrete or vitrified clay tile access pit with 600
mm (12 in.) dia. heavy duty scoriated manhole cover and frame.
5.18.
Water hammer arresters shall be stainless steel bellows type and shall bear the Plumbing
and Drainage Institute seal of approval. JR Smith 5000 Series, Zurn Z-1700, Mifab WHB,
Watts SS Series. Piston type shall not be acceptable.
5.19.
Gate valves in sanitary drains shall be equal to Seguro rubber sealed, cast iron, Class 150,
ASA B16.10, with ASA B16.1 flanged ends, with OS&Y rising stem operation.
5.20.
Exterior site sewers shall be PVC non-pressure, SDR 28, asbestos cement, or concrete of
class and type to suit depth of trench and bedding. PVC non-pressure sewer piping shall
be Ipex or Canron for sizes 100 mm (4 in.) to 150 mm (6 in.) conforming to CSA B182.1
ASTM D 3034. For sizes 200 mm (8 in.) to 375 mm (15 in.) shall be Canron conforming to
CSA B182.2 and ASTM D3034. For size 450 mm (18 in.) to 1200 mm (48 in.) shall be Ipex
or Canron conforming to CSA B182.4 and ASTM F794. Sewers shall be laid in
accordance with manufacturers instructions and in accordance with Sub-section 3.5 of
Regulation 815/84 the O.W.R.A. (Ontario Plumbing Code).
5.21.
Exterior site PVC pressure piping shall be Ipex or Canron Blue-Brute conforming to
AWWA-C900 and CSA B 137.3 standards laid in accordance with the manufacturers
instructions and in accordance with Sub-section 3.5 of Regulation 815/84 of the O.W.R.A.
(Ontario Plumbing Code).
5.22.
Storm drainage piping from manhole outside building to creek, drainage course, may be
corrugated galvanized steel using Armco standard round corrugated steel culvert.
5.23.
Thermostatic mixing valves
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