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BMS Basic Master Specification Alberta Infrastructure Master Specification System Page 0 Section Cover Page Section 33 50 10 2008 06 02Gas Distribution System Use this Section to specify requirements for Gas Distribution Systems installed by Alberta Infrastructure and not by Utility Company This Master Specification Section contains 1This Cover Sheet 2Data Sheet General 3Specification Section Text 1 General 1 1Intent 1 2Related Sections 1 3Section Includes 1 4Unit Prices 1 5Testing by Contractor 2 Products 2 1Materials Schedule 2 2Steel Propane Tanks 2 3Pipe Sleeves 3 Execution 3 1Pipe Laying Generally 3 2Laying Steel Pipe 3 3Laying Polyethylene Pipe 3 4Valves and Valve Box Installation 3 5Building Regulator Installation 3 6Propane Tank Installation Data Sheet Reference Standards Section 33 50 10 2008 06 02Gas Distribution System BMS Basic Master Specification Alberta Infrastructure Master Specification System Page 01 Applicable Standards 1CAN CGA B149 1 M91Natural Gas Installation Code 2CAN CGA B149 2 M91Propane Installation Code 3CGA 3 16 M88Lever Operated Non Lubricated Gas Shut off Valves 4CSA B51 95Boiler Pressure Vessel and Pressure Piping Code 5CAN CSA B137 4 92Polyethylene Piping Systems for Gas Services 6CSA Z245 1 95Steel Line Pipe 7CSA Z662 96Oil and Gas Pipeline Systems Data Sheet General Section 33 50 10 2008 06 02Gas Distribution System BMS Basic Master Specification Alberta Infrastructure Master Specification System Page 02 Consult CAN CGA B149 1 M91 and CAN CGA B149 2 M91 for system design information and guidelines on selection of materials For steel pipe use Schedule 40 if operating pressure is less than 860 kPa or if joints are welded or welded and flanged Use Schedule 80 if operating pressures are greater than 860 kPa or joints are threaded For above ground application use Schedule 80 pipe Threaded joints are not allowed underground unless approved by Alberta Human Resources and Employment Plumbing and Gas Safety Services Branch Coating for steel pipe 1 High Density Polyethylene 2 Colour Yellow 3 Thickness microns Pipe Size mm 686 up to 25 762 32 787 38 863 65 and 80 Polyethylene Pipe PE Use Series 160 for road crossings etc Otherwise use Series 125 Threading and gluing for PE pipe is not permitted END OF DATA SHEETS Section 33 50 10 Plan No Gas Distribution System Project ID Page 1 1General 1 1INTENT 1Read this Section in conjunction with Section 33 05 10 Piped Utility Systems General Requirements 1 2RELATED SECTIONS 1Fill Materials Section 31 05 13 2Trench Excavating and Backfilling Section 31 23 88 1 3SECTION INCLUDES 1This Section includes requirements for a gas distribution system including materials installation of pipes appurtenances and testing of the completed system 1 4UNIT PRICES SPEC NOTE Include this article for Unit Price Contracts only Unit of Work Description Unit of MeasurementMethod of Measurement Gas pipe and fittings mLength installed measured through valves and fittings Valves risers building regulator EachNumber installed Propane tank and concrete base regulator valves vaporizer controls tank piping EachNumber installed 1 5TESTING BY CONTRACTOR 1Test Medium Air gas or inert gas such as carbon dioxide or nitrogen 2Fill piping with test medium for 24 hours prior to actual test 3For steel piping subject pipe to pressure of 700 kPa for 24 hours Section 33 50 10 Plan No Gas Distribution System Project ID Page 2 4For polyethylene piping subject pipe to pressure of 350 kPa or 1 5 maximum operating pressure whichever is greater for 24 hours 5Supply pumps connections gauges test medium and other necessary apparatus required for test 6Test shall consist of visual soap bubble inspection of the joints for leaks and of measuring the pressure after 24 hours No pipe installation will be accepted if leaks are detected or if pressure at end of test is less than 95 of original test pressure 7If air or inert gas is used for testing purge lines with natural gas before using Section 33 50 10 Plan No Gas Distribution System Project ID Page 3 2 Products 2 1MATERIALS SCHEDULE MaterialStandardTypeJointsSizes Steel pipeCSA Z245 1 95Schedule 40 80 Welded Flanged Threaded Polyethylene pipe PE CAN CSA B137 4 92Grade 3406 Series 125 160 Butt Fusion Socket Fittings Compression Plug gas valves c w cast iron curb box cover and key CGA 3 16 M88 Steel Grey Iron Pressure lubricated plug gas valves c w cast iron curb box cover and key CGA 3 16 M88Steel Plug valve 900 kPa working pressure c w cast iron curb box cover and key CGA 3 16 M88Bronze Building regulator Inlet pressure 860 kPa Outlet pressure 20 kPa to 3 7 kPa Malleable Iron Body Fisher Model S102 20mm 25mm SPEC NOTE Use only steel valves with steel lines and bronze valves with copper lines For PE lines either steel or bronze valves can be used Use pressure lubricated plug valve for operating pressure above 415 kPa Section 33 50 10 Plan No Gas Distribution System Project ID Page 4 2 2STEEL PROPANE TANKS 1Conform to CSA B51 95 2 1900 3800 7600 L cylindrical steel tank with hemispherical ends 1025 mm diameter minimum design pressure of 1700 kPa and approved by authority having jurisdiction 3Tank shall be of new stock Paint with one coat of red primer paint and two coats of silver anti rust paint 4Concrete Tank Supports to CAN CGA B149 2 M91 5Tank Heater vaporizer 1000 W 115 V heating cable bedded in 25 mm of fiberglass insulation and covered with a flexible stainless steel plate 6Thermostat control box 2P 20 A set to turn on at 25 degrees Celsius complete with weatherproof box and on off switch 2 3PIPE SLEEVES 1Steel Pipe to CSA Z662 96 3 Execution 3 1PIPE LAYING GENERALLY 1Provide recesses on trench bottom for couplings fittings and valves to ensure bearing will occur along barrel of pipe 2In roads streets driveways and parking areas provide steel pipe sleeve of diameter 50 mm greater than gas pipe diameter Install gas pipe in pipe sleeve in accordance with CSA Z662 96 3Lay service line pipe on proper grade to drain from building to gas main 4Lay gas pipe on properly graded trench bottom to prevent sags and low points in piping 5Ensure minimum of 1000 mm between gas pipe and any underground structure that runs parallel to gas pipe 6Ensure minimum of 100 mm between gas pipe and any underground structure that crosses gas pipe Section 33 50 10 Plan No Gas Distribution System Project ID Page 5 3 2LAYING STEEL PIPE 1Lay pipe on 50 mm cushion of compacted clay fill or on flat undisturbed trench bottom Backfill excavated material thoroughly tamped in place 2Lower pipe carefully into trench to prevent damage to coating 3Wrap couplings and fittings with polyethylene tape and heat shrink over pipe 3 3LAYING POLYETHYLENE PIPE 1Lay pipe on undisturbed trench bottom Backfill around sides and to top of pipe with native excavated material sand thoroughly tamped in place 2Install tracer wire securely fastened to pipe and brought to ground surface at locations shown and as detailed on drawing No 3 4VALVE AND VALVE BOX INSTALLATION 1Locate valves as shown on drawings 2Set valves on solid bearing 3Centre and plumb valve box over valve Set box cover flush with finished ground surface Prevent shock or stress from being transmitted through valve box to valve 4For steel valves and cast iron valve boxes wrap valve and valve box with polyethylene tape and heat shrink or paint valves and valve boxes with red anti rust primer and one coat of epoxy paint 3 5BUILDING REGULATOR INSTALLATION SPEC NOTE Include this article only when contractor is to supply regulator eg propane tank systems Natural gas companies usually supply and install the regulator as part of the service connection 1Install service regulator adjacent to building wall as shown on drawing No 2Install service regulator and riser pipe in such manner as to prevent undue stress upon service pipe For plastic service pipe use steel pipe riser from below ground to regulator 3Ensure regulator vent has rain and insect proof opening and terminates away from building openings 3 6PROPANE TANK INSTALLATION 1Locate propane tank horizontally to alignment specified to within tolerance of 300 mm Section 33 50 10 Plan No Gas Distribution System Project ID Page 6 2When two or more tanks are attached to a common supply manifold ensure tops of all tanks are at same elevation 3Prepare area of 2 0 m all around tank by grading level compacting subgrade and placing 25 mm crushed gravel to compacted depth of 75 mm 4Place tank o
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