1 1 2 pipe tap
[DOC File]1 - Alberta
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1.2 Submittals 1.3 Delivery, Storage, and Handling Part 2 Products 2.1 Materials .2.1 Confirm that the pipe DR is appropriate for the installation and bedding conditions, pressure including surge pressure, depth of cover, and equipment loads expected. Confirm which AWWA standard is applicable and co-ordinate with clause 1.1. .3 Include and co-ordinate with Section 03300/03305 – Cast-in-Place ...
[DOC File]AG MECHANICS SKILLS 1
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Pipe Tap – Used to cut threads inside holes in steel pipe or pipe fittings. Pipe Die – Used to thread the outside ends of steel pipe. Ratchet Pipe Threader – Ratchet-type stock used with pipe dies. Pipe Cutter – Used to cut rigid and flexible pipe, made with one to four cutters. Hacksaw – A fine-toothed saw with a blade under tension in a frame; used for cutting metal and plastic ...
[DOC File]33 10 10 - Water System - Alberta
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.2 [Fill cement mortar lined pipe at least 24 h before testing to allow water absorption by pipe material.] .3 Thoroughly examine exposed parts and correct for leakage as necessary. .4 Apply hydrostatic test pressure of 50% greater than operating pressure or 750 kPa whichever is greater, based on elevation of lowest point in system and corrected to elevation of test gauge, for a period of 1 h.
“CC” Threads
Unibell Association of PVC Pipe Manufacturers. General Terms. Pg 1 110. 1/4 Bend 110® Compression Connection (CTS, IPS PE) Valve or coupling with a 90( bend. 1/8 Bend Valve or coupling with a 45( bend. 85-5-5-5 85% Copper, 5% Tin, 5% Lead, 5% Zinc-Brass. Invented by Hieronymus Mueller. and later accepted by AWWA as standard water works brass in industry. ANSI American National Standards ...
[DOC File]Pipe Culverts
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Sieve sizes to CAN/CGSB-8.1 CAN/CGSB-8.2. Table. Sieve Designation % Passing 200 mm - 75 mm 100 50 mm - 38.1 mm - 25 mm - 19 mm - 12.5 mm - 9.5 mm - 4.75 mm 25-85 2.00 mm - 0.425 mm 5-30 0.180 mm - 0.075 mm 0-10 Concrete mixes and materials for bedding, cradles, encasement, supports: to Section 03 30 00- Cast-in-Place Concrete. Execution. TRENCHING. Do trenching Work in …
[DOCX File]1. The Site rcontent30.net
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1. The Site. Site Name: Development name / Phase: SLP: Services Application Number (e.g. AFS 12345): 2. Plot Details. Plot Number(s) Connected: Site Address: Chosen Retailer, if Commercial: Postcode: 3. Meter Details & Service Connection Details . P1 of _ New Meter Body Number: Attach meter bar code sticker here (year. of manufacture and serial number) New Meter Initial Reading Date …
[DOCX File]101 - Kinder Morgan
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Visual Inspection of Buried Pipe and Components When Exposed. 1:1. 102.25. Visual Inspection of Internal Surface of Pipe. 1:1. 102.26 . Evaluating Anomalies Using Handyscan 700 (KMLT Only) 1:0. 103.01. Inspect Navigable Waterway Crossing. 1:1. 103.02. Inspect Atmospheric Breakout Tanks – Monthly External In-Service . 1:2. 103.03. Inspect Atmospheric Breakout Tanks – API 653 External In-Ser
[DOC File]20 05 25 Pressure Gauges and Thermometers
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Pipe to gauge with needle valve on each tap..2 For gauges on liquid service, provide tee in piping with bronze pulsation damper and needle valve..3 For steam service, provide a pigtail siphon and needle valve. 3.2 PRESSURE/TEMPERATURE TAPS.1 Install pressure/temperature taps into threaded pipe nipples welded to wall of pipe. Locate fittings in accessible spaces. .2 Provide one pressure ...
[DOC File]GPM/GPH Flow based on PVC Pipe Size
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Size (ID, inches) Length (inches) Flow (GPM) 1/2 4.25 26 3/4 4.62 50 1 5.00 94 1-1/2 6.50 260 2 7.00 480 2-1/2 7.50 750 3 8.00 1300 4 9.00 2300 6 15.50 5400 Note: The data is for water through the valve only, and does not take into account the rest of the system. It does not give flow velocity, so there is some question as to the applicability of the data. The data comes from a book for ...
[DOC File]02511 - Water System
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.2 [Fill cement mortar lined pipe at least 24 h before testing to allow water absorption by pipe material.] .3 Thoroughly examine exposed parts and correct for leakage as necessary. .4 Apply hydrostatic test pressure of 50% greater than operating pressure or 750 kPa whichever is greater, based on elevation of lowest point in system and corrected to elevation of test gauge, for a period of 1 h.
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