1、*USACE / NAVFAC / AFCESA / NASA UFGS-33 34 00 (April 2008)-Preparing Activity: USACE SupersedingUFGS-33 34 00 (July 2006)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated March 2008*SECTION TABLE OF CONTENTSDIVISION 33 - UTILITIESSECTION 33 34 00FORCE MAINS AND INVER
2、TED SIPHONS; SEWER04/08PART 1 GENERAL1.1 REFERENCES1.2 SUBMITTALS1.3 DELIVERY, STORAGE, AND HANDLINGPART 2 PRODUCTS2.1 PIPE AND FITTINGS2.1.1 Concrete Pressure Pipe2.1.2 Plastic Pipe2.1.2.1 PE Pipe2.1.2.2 Polypropylene Pipe2.1.2.3 PVC Pipe2.1.2.4 Oriented Polyvinyl Chloride (PVCO) Plastic Pipe2.1.3
3、RPMP Pipe2.1.4 RTRP Lines2.1.5 Ductile Iron Pipe2.1.6 Steel Pipe2.2 JOINTS2.2.1 PE Piping2.2.2 Polypropylene Piping2.2.3 PVC Piping2.2.4 PVCO Pipe2.2.5 Ductile Iron Piping2.2.6 Steel Piping2.2.7 RPMP Piping2.3 VALVES2.3.1 Gate Valves2.3.2 Check Valves2.3.3 Plug Valves2.3.4 Pinch Valves2.3.5 Air Rele
4、ase Valves2.4 VALVE BOXES2.5 VALVE VAULTS2.6 MISCELLANEOUS MATERIALSSECTION 33 34 00 Page 1Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS2.6.1 Pipe Coatings and Linings2.6.2 Joint Lubricants2.6.3 Bolts, Nuts and Glands2.6.4 Joint Compound2.6.5 Joint Tap
5、e2.6.6 Bond WirePART 3 EXECUTION3.1 INSTALLATION3.1.1 Adjacent Facilities3.1.2 Cutting3.1.3 Laying3.1.4 Jointing3.1.4.1 Concrete Pressure Pipe3.1.4.2 Joints for PE Pipe3.1.4.3 Joints for Polypropylene Pipe3.1.4.4 Joints for PVC Pipe3.1.4.5 Joints for RPMP Pipe3.1.4.6 Joints for RTRP Lines3.1.4.7 Joi
6、nts for Ductile Iron Pipe3.1.4.8 Joints for Steel Pipe3.1.5 Coating and Lining3.1.6 PE Pipe Encasement3.1.7 Installation of Valves3.1.8 Installation of Valve Boxes3.1.9 Installation of Valve Vaults3.1.10 Drain Lines3.1.11 Thrust Restraint3.1.11.1 Thrust Blocks3.1.11.2 Restrained Joints3.1.12 Grout3.
7、1.13 Bonded Joints3.2 HYDROSTATIC TESTS3.2.1 Pressure Test3.2.2 Leakage Test3.2.3 Retesting- End of Section Table of Contents -SECTION 33 34 00 Page 2Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS*USACE / NAVFAC / AFCESA / NASA UFGS-33 34 00 (April 2008
8、)-Preparing Activity: USACE SupersedingUFGS-33 34 00 (July 2006)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated March 2008*SECTION 33 34 00FORCE MAINS AND INVERTED SIPHONS; SEWER04/08*NOTE: This guide specification covers the requirements for force mains and invert
9、ed siphons for sewage 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 information.Remove information and requirements not required in respective project, whether or no
10、t 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 their organization designation and telephone number, is on the Internet.Recommended changes to
11、a UFGS should be submitted as a Criteria Change Request (CCR).*PART 1 GENERAL*NOTE: See UFC 3-240-08FA for additional design information on force mains and inverted siphons.*1.1 REFERENCES*NOTE: This paragraph is used to list the publications cited in the text of the guide specification. The publica
12、tions are referred to in the text by basic designation only and listed in this paragraph by organization, designation, date, and title.SECTION 33 34 00 Page 3Provided by IHSNot for Resale-,-,-Use the Reference Wizards Check Reference feature when you add a RID outside of the Sections Reference Artic
13、le to automatically place the reference in the 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 t
14、he publish print process.*The publications listed 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 ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO)AASHTO HB-17 (2002; Errata 200
15、3; Errata 2005) Standard Specifications for Highway BridgesAMERICAN PETROLEUM INSTITUTE (API)API Spec 6D (2002; Errata 2005) Specification for Pipeline ValvesAMERICAN WATER WORKS ASSOCIATION (AWWA)AWWA C105/A21.5 (2005) Polyethylene Encasement for Ductile-Iron Pipe SystemsAWWA C110/A21.10 (2003) Duc
16、tile-Iron and Gray-Iron Fittings for WaterAWWA C111/A21.11 (2000) Rubber-Gasket Joints for Ductile-Iron Pressure Pipe and FittingsAWWA C115/A21.15 (2005) Flanged Ductile-Iron Pipe With Ductile-Iron or Gray-Iron Threaded FlangesAWWA C151/A21.51 (2002; Errata 2002) Ductile-Iron Pipe, Centrifugally Cas
17、t, for WaterAWWA C200 (2005) Steel Water Pipe - 6 In. (150 mm) and LargerAWWA C203 (2002) Coal-Tar Protective Coatings and Linings for Steel Water Pipelines - Enamel and Tape - Hot-AppliedAWWA C207 (2007) Standard for Steel Pipe Flanges for Waterworks Service-Sizes 100 mm through 3600 mm 4 in. throu
18、gh 144 in.AWWA C208 (2001; R 2002) Standard for Dimensions for Fabricated Steel Water Pipe FittingsSECTION 33 34 00 Page 4Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHSAWWA C210 (2003; R 2004) Standard for Liquid Epoxy Coating Systems for the Interior a
19、nd Exterior of Steel Water PipelinesAWWA C300 (2004) Reinforced Concrete Pressure Pipe, Steel-Cylinder TypeAWWA C301 (2007) Prestressed Concrete Pressure Pipe, Steel-Cylinder TypeAWWA C303 (2002) Concrete Pressure Pipe, Bar-Wrapped, Steel-Cylinder TypeAWWA C500 (2002; R 2003) Metal-Seated Gate Valve
20、s for Water Supply ServiceAWWA C508 (2001) Swing-Check Valves for Waterworks Service, 2 In. (50 mm) Through 24 In. (600 mm) NPSAWWA C600 (2005) Installation of Ductile-Iron Water Mains and Their AppurtenancesAWWA C900 (2007) Polyvinyl Chloride (PVC) Pressure Pipe, and Fabricated Fittings, 4 In. Thro
21、ugh 12 In. (100 mm Through 300 mm), for Water DistributionAWWA C909 (2002) Molecularly Oriented Polyvinyl Chloride (PVCO) Pressure Pipe, 4 IN through 12 IN (100 mm Through 300 mm), for Water DistributionASME INTERNATIONAL (ASME)ASME B16.1 (2005) Standard for Gray Iron Threaded Fittings; Classes 125
22、and 250ASME B16.3 (2006) Malleable Iron Threaded Fittings, Classes 150 and 300ASTM INTERNATIONAL (ASTM)ASTM A 53/A 53M (2007) Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and SeamlessASTM C 478 (2007) Standard Specification for Precast Reinforced Concrete Manhole
23、 SectionsASTM C 478M (2007) Standard Specification for Precast Reinforced Concrete Manhole Sections (Metric)ASTM D 1784 (2007) Standard Specification for Rigid Poly(Vinyl Chloride) (PVC) Compounds and Chlorinated Poly(Vinyl Chloride) (CPVC) CompoundsSECTION 33 34 00 Page 5Provided by IHSNot for Resa
24、le-,-,-ASTM D 1785 (2006) Standard Specification for Poly(Vinyl Chloride) (PVC), Plastic Pipe, Schedules 40, 80, and 120ASTM D 2122 (1998; R 2004) Determining Dimensions of Thermoplastic Pipe and FittingsASTM D 2241 (2005) Standard Specification for Poly(Vinyl Chloride) (PVC) Pressure-Rated Pipe (SD
25、R Series)ASTM D 2464 (2006) Standard Specification for Threaded Poly(Vinyl Chloride) (PVC) Plastic Pipe Fittings, Schedule 80ASTM D 2564 (2004e1) Standard Specification for Solvent Cements for Poly(Vinyl Chloride) (PVC) Plastic Piping SystemsASTM D 2657 (2007) Heat Fusion Joining Polyolefin Pipe and
26、 FittingsASTM D 2774 (2004e1) Underground Installation of Thermoplastic Pressure PipingASTM D 2996 (2001; R 2007e1) Filament-Wound “Fiberglass“ (Glass-Fiber-Reinforced Thermosetting-Resin) PipeASTM D 3035 (2006) Polyethylene (PE) Plastic Pipe (DR-PR) Based on Controlled Outside DiameterASTM D 3139 (
27、1998; R 2005) Joints for Plastic Pressure Pipes Using Flexible Elastomeric SealsASTM D 3308 (2006) PTFE Resin Skived TapeASTM D 3350 (2006) Polyethylene Plastics Pipe and Fittings MaterialsASTM D 3754 (2006) “Fiberglass“ (Glass-Fiber-Reinforced Thermosetting-Resin) Sewer and Industrial Pressure Pipe
28、ASTM D 4101 (2007) Standard Specification for Polypropylene Injection and Extrusion MaterialsASTM D 4161 (2001; R 2005) “Fiberglass“ (Glass-Fiber-Reinforced Thermosetting-Resin) Pipe Joints Using Flexible Elastomeric SealsASTM F 1483 (2005) Oriented Poly(Vinyl Chloride), PVCO, Pressure PipeASTM F 47
29、7 (2007) Standard Specification for SECTION 33 34 00 Page 6Provided by IHSNot for Resale-,-,-Elastomeric Seals (Gaskets) for Joining Plastic PipeDUCTILE IRON PIPE RESEARCH ASSOCIATION (DIPRA)DIPRA TRD (2002) Thrust Restraint Design for Ductile Iron PipeMANUFACTURERS STANDARDIZATION SOCIETY OF THE VA
30、LVE AND FITTINGS INDUSTRY (MSS)MSS SP-78 (2005a) Cast Iron Plug Valves, Flanged and Threaded Ends1.2 SUBMITTALS*NOTE: Review submittal description (SD) definitions in Section 01 33 00 SUBMITTAL PROCEDURES and edit the following list to reflect only the submittals required for the project. Submittals
31、 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 submittal item is not complex and can be reviewed through
32、 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 submittal tags may be used following the “G“ designation
33、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
34、 Office. Codes following the “G“ typically are not used for Navy, Air Force, and NASA projects.Choose the first bracketed item for Navy, Air Force and NASA projects, or choose the second bracketed item for Army projects.*Government approval is required for submittals with a “G“ designation; submitta
35、ls not having a “G“ designation are for Contractor Quality Control approval.information only. When used, a designation following the “G“ designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:
36、SD-06 Test ReportsSECTION 33 34 00 Page 7Provided by IHSNot for Resale-,-,-Hydrostatic Tests.Copies of test results.1.3 DELIVERY, STORAGE, AND HANDLINGDo not damage pipe, fittings and accessories, and pipe coatings during delivery, handling, and storage.PART 2 PRODUCTS2.1 PIPE AND FITTINGS*NOTE: No
37、type of pipe specified in this section will be deleted except:a. As described throughout these notes.b. Upon specific approval of HQUSACE (CEMP-ET).c. As stipulated in specific directives.d. When a certain type is required by a railroad company for piping passing under its right-of-way.Generally, fo
38、rce mains less than 100 mm (4 inches) in diameter will not be recommended; however, circumstances may require smaller force mains; in those cases, cutter pumps or other shredding devices will be required.Class 150 pipe will normally be specified for force mains and inverted siphons except where loca
39、l conditions require a higher class. Class 150 pipe is furnished with wall thickness suitable for laying with a standard design depth of cover, using a flat-bottom trench without blocks and with compacted backfill. For other conditions, the class or pressure, and loading will be specified accordingl
40、y. See UFC 3-230-10A for additional criteria and requirements regarding pipe. Cast-iron fittings can be used with most of the pipe materials specified. Flanged joints will not be used for buried installation because a flanged joint requires special construction considerations when buried.*Piping for
41、 force mains less than 100 mm 4 inches in diameter shall be galvanized steel, polyvinyl chloride (PVC) plastic, polyethylene (PE) plastic or polypropylene plastic. Piping less than 100 mm 4 inches in diameter inside pump stations shall be galvanized steel. Piping for force mains and inverted siphons
42、 100 mm 4 inches in diameter and larger shall be ductile iron, steel, concrete pressure pipe, PVC plastic, Oriented PVC PE plastic, or reinforced thermosetting resin pipe (RTRP). Piping 200 mm 8 inches in diameter and larger may also be reinforced plastic mortar pressure (RPMP) pipe. Piping 100 mm 4
43、 inches in diameter and larger inside pump stations shall be ductile iron pipe with bolted flange joints. Pipe shall conform to the respective specifications and other requirements SECTION 33 34 00 Page 8Provided by IHSNot for Resale-,-,-specified below.2.1.1 Concrete Pressure Pipe*NOTE: Use reinfor
44、ced and prestressed concrete pipe for water supply distribution lines. AWWA Standards do not include sizes less than 254 mm (10 inches) in diameter. Applicable size ranges for publications referenced in this paragraph are as follows:Publication mm (Inches)_ _ _AWWA C303 (Reinforced) 250 - 1050 (10-4
45、2)AWWA C300 (Reinforced) 600 - 3600 (24-144)AWWA C301 (Prestressed) 400 - 3600 (16-144)In localities where 150 and 200 mm (6-and 8-inch) pipe conforming to AWWA C303 is available, the following will be included in the contract specification as appropriate. In addition to the data in TABLE 1 of AWWA C303, the following shall be a
