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本文(ARMY UFGS-32 84 23-2008 UNDERGROUND SPRINKLER SYSTEMS《地下喷水系统》.pdf)为本站会员(吴艺期)主动上传,麦多课文库仅提供信息存储空间,仅对用户上传内容的表现方式做保护处理,对上载内容本身不做任何修改或编辑。 若此文所含内容侵犯了您的版权或隐私,请立即通知麦多课文库(发送邮件至master@mydoc123.com或直接QQ联系客服),我们立即给予删除!

ARMY UFGS-32 84 23-2008 UNDERGROUND SPRINKLER SYSTEMS《地下喷水系统》.pdf

1、*USACE / NAVFAC / AFCESA / NASA UFGS-32 84 23 (April 2008)-Preparing Activity: USACE SupersedingUFGS-32 84 23 (July 2006)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated March 2008*SECTION TABLE OF CONTENTSDIVISION 32 - EXTERIOR IMPROVEMENTSSECTION 32 84 23UNDERGROU

2、ND SPRINKLER SYSTEMS04/08PART 1 GENERAL1.1 REFERENCES1.2 SYSTEM DESCRIPTION1.3 SUBMITTALS1.4 DELIVERY, STORAGE, AND HANDLING1.5 EXTRA MATERIALSPART 2 PRODUCTS2.1 MATERIALS AND EQUIPMENT2.1.1 Standard Products2.1.2 Nameplates2.1.3 Additional Stock2.2 PIPING MATERIALS2.2.1 Copper Tubing and Associated

3、 Fittings2.2.2 Red Brass Pipe and Associated Fittings2.2.3 Galvanized Steel Pipe and Associated Fittings2.2.4 Polyvinyl Chloride (PVC) Pipe, Fittings and Solvent Cement2.2.4.1 PVC Pipe2.2.4.2 PVC Fittings2.2.4.3 Solvent Cement2.2.5 Polyethylene (PE) Plastic Piping2.2.6 Dielectric Fittings2.2.7 Emitt

4、er Hose and Distribution Tubing2.3 SPRINKLER AND EMITTER HEADS2.3.1 Pop-Up Spray Heads2.3.1.1 General Requirements2.3.1.2 Shrubbery Sprinkler Heads2.3.2 Rotary Pop-Up Sprinklers2.3.3 Bubbler Sprinkler Heads2.3.4 Surface Connected Lawn Sprinkler Heads2.3.5 Emitter Heads2.4 VALVES2.4.1 Gate Valves, Le

5、ss than 80 mm 3 Inches2.4.2 Gate Valves, 80 mm 3 Inches and LargerSECTION 32 84 23 Page 1Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-2.4.3 Angle Valves, Less Than 65 mm 2-1/2 Inches2.4.4 Angle Valves, 65 mm 2-1/2 Inches and Larger2.4.5 Quick Coup

6、ling Valves2.4.6 Remote Control Valves, Electrical2.4.7 Drain Valves2.4.7.1 Manual Valves2.4.7.2 Automatic Valves2.4.8 Pressure Regulating Master Valve2.4.9 Backflow Preventers2.4.9.1 Pressure Type Vacuum Breaker2.4.9.2 Reduced Pressure Type Backflow Preventers2.5 ACCESSORIES AND APPURTENANCES2.5.1

7、Valve Keys for Manually Operated Valves2.5.2 Valve Boxes and Concrete Pads2.5.2.1 Valve Boxes2.5.2.2 Concrete Pads2.5.3 Pressure Gauges2.5.4 Service Clamps2.5.5 Water Hammer Arresters2.5.6 Emitter Head Accessories2.5.6.1 Strainer2.5.6.2 Pressure Regulator2.5.6.3 Riser Adapters2.5.6.4 Tubing Stakes2.

8、5.6.5 Emitter Outlet Check Valve (Bug Cap)2.5.6.6 Access Sleeve2.5.6.7 Closure Caps2.6 AUTOMATIC CONTROLLERS, ELECTRICAL2.7 ELECTRICAL WORK2.8 CONCRETE MATERIALS2.9 WATER SUPPLY MAIN MATERIALS2.10 INSULATING JOINTSPART 3 EXECUTION3.1 EXAMINATION3.2 INSTALLATION3.2.1 Trenching3.2.2 Piping System3.2.2

9、.1 Cover3.2.2.2 Clearances3.2.2.3 Minimum Slope3.2.3 Piping Installation3.2.3.1 Polyvinyl Chloride (PVC) Pipe3.2.3.2 Soldered Copper Tubing3.2.3.3 Threaded Brass or Galvanized Steel Pipe3.2.3.4 Insulating Joints3.2.3.5 Grooved Mechanical Joints3.2.4 Installation of Valves3.2.4.1 Manual Valves3.2.4.2

10、 Automatic Valves3.2.4.3 Drain Valves3.2.5 Sprinklers and Quick Coupling Valves3.2.6 Installation of Drip Irrigation System3.2.6.1 Emitter Hose3.2.6.2 Emitter Heads3.2.6.3 Tubing Stakes3.2.7 Backflow Preventers3.2.7.1 Pressure Type Vacuum BreakerSECTION 32 84 23 Page 2Provided by IHSNot for ResaleNo

11、 reproduction or networking permitted without license from IHS-,-,-3.2.7.2 Reduced Pressure Type3.2.8 Control Wire and Conduit3.2.8.1 Wires3.2.8.2 Loops3.2.8.3 Expansion and Contraction3.2.8.4 Splices3.2.9 Automatic Controller3.2.10 Thrust Blocks3.2.11 Backfill3.2.11.1 Minimum Cover3.2.11.2 Restorat

12、ion3.2.12 Adjustment3.2.13 Disinfection3.2.14 Cleaning of Piping3.3 FRAMED INSTRUCTIONS3.4 FIELD TRAINING3.5 FIELD TESTS3.5.1 Hydrostatic Pressure Test3.5.2 Leakage Tests3.5.3 Operation Test3.6 CLEANUP- End of Section Table of Contents -SECTION 32 84 23 Page 3Provided by IHSNot for ResaleNo reproduc

13、tion or networking permitted without license from IHS-,-,-*USACE / NAVFAC / AFCESA / NASA UFGS-32 84 23 (April 2008)-Preparing Activity: USACE SupersedingUFGS-32 84 23 (July 2006)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated March 2008*SECTION 32 84 23UNDERGROUND

14、 SPRINKLER SYSTEMS04/08*NOTE: This guide specification covers the requirements for underground sprinkler irrigation systems.Edit this guide specification for project specific requirements by adding, deleting, or revising text. For bracketed items, choose applicable items(s) or insert appropriate inf

15、ormation.Remove information and requirements not required in respective project, whether or not brackets are present.Comments and suggestions on this guide specification are welcome and should be directed to the technical proponent of the specification. A listing of technical proponents, including t

16、heir organization designation and telephone number, is on the Internet.Recommended changes to a UFGS should be submitted as a Criteria Change Request (CCR).*PART 1 GENERAL*NOTE: Irrigation system requirements depend upon rainfall factors for the project area, plant selections, the quality of growth

17、desired, and budgetary constraints. The area factors will be determined by a registered landscape professional. Reference is made to UFC 3-210-05FA. While the design of a system with pop-up heads may be justified in some geographic areas, bubbler type systems may be required in areas where water con

18、servation methods are being practiced. If source of water supply is from base water main through a service line and water meter, determine amount of water available for irrigation system from static SECTION 32 84 23 Page 4Provided by IHSNot for ResaleNo reproduction or networking permitted without l

19、icense from IHS-,-,-pressure at point of connection to water main. In many cases, water supply is adequate for short durations only. The amount of water required is determined from the type of turf to be irrigated, climate, terrain, and soil conditions. System piping layout, pipe sizes, and selectio

20、n and spacing of heads and emitters must provide the required amount of water and complete coverage of the irrigated areas. Provide valves to allow irrigation of each area separately.*1.1 REFERENCES*NOTE: This paragraph is used to list the publications cited in the text of the guide specification. T

21、he publications are referred to in the text by basic designation only and listed in this paragraph by organization, designation, date, and title.Use the Reference Wizards Check Reference feature when you add a RID outside of the Sections Reference Article to automatically place the reference in the

22、Reference Article. Also use the Reference Wizards Check Reference feature to update the issue dates.References not used in the text will automatically be deleted from this section of the project specification when you choose to reconcile references in the publish print process.*The publications list

23、ed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.AMERICAN SOCIETY OF SANITARY ENGINEERING (ASSE)ASSE 1012 (2002) Backflow Preventer with Intermediate Atmospheric VentASSE 1013 (2005) Reduced Pressure P

24、rinciple Backflow Preventers and Reduced Pressure Fire Protection Principle Backflow PreventersASSE 1020 (2004; Errata 2004; Errata 2004) Pressure Vacuum Breaker AssemblyAMERICAN WATER WORKS ASSOCIATION (AWWA)AWWA C509 (2001) Resilient-Seated Gate Valves for Water Supply ServiceAWWA C606 (2006) Groo

25、ved and Shouldered JointsAWWA C901 (2002) Polyethylene (PE) Pressure Pipe and SECTION 32 84 23 Page 5Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-Tubing, 1/2 In. (13mm) Through 3 In. (76 mm), for Water ServiceASME INTERNATIONAL (ASME)ASME B1.2 (19

26、83; Errata 1992; R 2007) Gages and Gaging for Unified Inch Screw ThreadsASME B16.15 (2006) Cast Bronze Threaded Fittings Classes 125 and 250ASME B16.18 (2001; R 2005) Cast Copper Alloy Solder Joint Pressure FittingsASME B16.22 (2001; R 2005) Standard for Wrought Copper and Copper Alloy Solder Joint

27、Pressure FittingsASME B16.3 (2006) Malleable Iron Threaded Fittings, Classes 150 and 300ASME B40.100 (2006) Pressure Gauges and Gauge AttachmentsASTM INTERNATIONAL (ASTM)ASTM A 183 (2003) Standard Specification for Carbon Steel Track Bolts and NutsASTM A 53/A 53M (2007) Standard Specification for Pi

28、pe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and SeamlessASTM A 536 (1984; R 2004) Standard Specification for Ductile Iron CastingsASTM B 32 (2004) Standard Specification for Solder MetalASTM B 43 (1998; R 2004) Standard Specification for Seamless Red Brass Pipe, Standard SizesASTM B 88 (200

29、3) Standard Specification for Seamless Copper Water TubeASTM B 88M (2005) Standard Specification for Seamless Copper Water Tube (Metric)ASTM D 1785 (2006) Standard Specification for Poly(Vinyl Chloride) (PVC), Plastic Pipe, Schedules 40, 80, and 120ASTM D 2000 (2006ae1) Standard Classification Syste

30、m for Rubber Products in Automotive ApplicationsASTM D 2241 (2005) Standard Specification for Poly(Vinyl Chloride) (PVC) Pressure-Rated Pipe (SDR Series)SECTION 32 84 23 Page 6Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-ASTM D 2287 (1996; R 2001)

31、 Nonrigid Vinyl Chloride Polymer and Copolymer Molding and Extrusion CompoundsASTM D 2464 (2006) Standard Specification for Threaded Poly(Vinyl Chloride) (PVC) Plastic Pipe Fittings, Schedule 80ASTM D 2466 (2006) Standard Specification for Poly(Vinyl Chloride) (PVC) Plastic Pipe Fittings, Schedule 4

32、0ASTM D 2564 (2004e1) Standard Specification for Solvent Cements for Poly(Vinyl Chloride) (PVC) Plastic Piping SystemsASTM D 2774 (2004e1) Underground Installation of Thermoplastic Pressure PipingASTM D 2855 (1996; R 2002) Standard Practice for Making Solvent-Cemented Joints with Poly(Vinyl Chloride

33、) (PVC) Pipe and FittingsASTM D 3261 (2003) Standard Specification for Butt Heat Fusion Polyethylene (PE) Plastic Fittings for Polyethylene (PE) Plastic Pipe and TubingASTM F 441/F 441M (2002) Standard Specification for Chlorinated Poly(Vinyl Chloride) (CPVC) Plastic Pipe, Schedules 40 and 80FOUNDAT

34、ION FOR CROSS-CONNECTION CONTROL AND HYDRAULIC RESEARCH (FCCCHR)FCCCHR Manual (1988e9) Manual of Cross-Connection ControlMANUFACTURERS STANDARDIZATION SOCIETY OF THE VALVE AND FITTINGS INDUSTRY (MSS)MSS SP-80 (2003) Bronze Gate, Globe, Angle and Check ValvesMSS SP-85 (2002) Standard for Cast Iron Gl

35、obe Errata 2002; R 2005; Errata 2006) Standard for Industrial Control and Systems: Controllers, Contractors, and Overload Relays Rated Not More than 2000 Volts AC or 750 Volts DC: Part 8 - Disconnect Devices for Use in Industrial Control EquipmentNEMA ICS 6 (1993; R 2006) Standard for Industrial SEC

36、TION 32 84 23 Page 7Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-Controls and Systems EnclosuresNATIONAL FIRE PROTECTION ASSOCIATION (NFPA)NFPA 70 (2007) National Electrical Code - 2008 EditionPLUMBING AND DRAINAGE INSTITUTE (PDI)PDI WH 201 (2006)

37、 Water Hammer Arresters StandardU.S. GENERAL SERVICES ADMINISTRATION (GSA)FS A-A-51145 (Rev D) Flux, Soldering, Non-Electronic, Paste and Liquid1.2 SYSTEM DESCRIPTION*NOTE: In the design of the sprinkler system reference will be made to UFC 3-230-10A. For a site where specific pipe or material is re

38、quired or where certain material will not be acceptable, the requirements will be specified and any restricting locations will be shown on the drawings. The following information will be shown on the drawings:a. An irrigation legend.b. The extent, size, type, and location of underground sprinkler ir

39、rigation system and all appurtenances including all piping, sprinkler heads, emitters, control valves, and controllers. Indicate obstacles that might interfere with the layout or operation of the system. Indicate where pipe under walks and drives must be bored.c. All required slopes and elevations.d

40、. Detail of drain pockets.e. Flow rates and diameter of coverage for individual sprinkler heads and emitters.f. Minimum irrigation rates.g. Size, variety, and assembly of backflow prevention units.h. Number and extent of electrical or hydraulic controller circuits, if required.i. Automatic valve sch

41、edule and timing, along with valve identification key or legend.*Provide a system that operates with a minimum water pressure of _ kPa psi at connection to main meter building backflow prevention device and _ kPa psi at the last head in each zone. Submit Design Analysis SECTION 32 84 23 Page 8Provid

42、ed by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-and Calculations as specified in the Submittals paragraph.1.3 SUBMITTALS*NOTE: Review submittal description (SD) definitions in Section 01 33 00 SUBMITTAL PROCEDURES and edit the following list to reflect onl

43、y the submittals required for the project. Submittals should be kept to the minimum required for adequate quality control.A “G” following a submittal item indicates that the submittal requires Government approval. Some submittals are already marked with a “G”. Only delete an existing “G” if the subm

44、ittal item is not complex and can be reviewed through the Contractors Quality Control system. Only add a “G” if the submittal is sufficiently important or complex in context of the project.For submittals requiring Government approval on Army projects, a code of up to three characters within the subm

45、ittal tags may be used following the “G“ designation to indicate the approving authority. Codes for Army projects using the Resident Management System (RMS) are: “AE“ for Architect-Engineer; “DO“ for District Office (Engineering Division or other organization in the District Office); “AO“ for Area Office; “RO“ for Resident Office; and “PO“ for Project Office. Codes following the “G“ typica

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