1、*USACE / NAVFAC / AFCESA / NASA UFGS-33 30 00 (April 2008)-Preparing Activity: USACE SupersedingUFGS-33 30 00 (July 2006)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated March 2008*SECTION TABLE OF CONTENTSDIVISION 33 - UTILITIESSECTION 33 30 00SANITARY SEWERS04/08P
2、ART 1 GENERAL1.1 REFERENCES1.2 SYSTEM DESCRIPTION1.2.1 Sanitary Sewer Gravity Pipeline1.2.2 Sanitary Sewer Pressure Lines1.2.3 USACE Project1.3 SUBMITTALS1.4 QUALITY ASSURANCE1.4.1 Installer Qualifications1.4.2 Drawings1.5 DELIVERY, STORAGE, AND HANDLING1.5.1 Delivery and Storage1.5.1.1 Piping1.5.1.
3、2 Metal Items1.5.1.3 Cement, Aggregate, and Reinforcement1.5.2 Handling1.6 PROJECT/SITE CONDITIONSPART 2 PRODUCTS2.1 PIPELINE MATERIALS2.1.1 Cast-Iron Soil Piping2.1.1.1 Cast-Iron Hub and Spigot Soil Pipe and Fittings2.1.1.2 Cast-Iron Hubless Soil Pipe and Fittings2.1.2 Clay Piping2.1.2.1 Clay Pipe
4、and Fittings2.1.2.2 Clay Piping Jointing Materials2.1.3 Concrete Gravity Sewer Piping2.1.3.1 Concrete Gravity Pipe and Fittings2.1.3.2 Jointing Materials for Concrete Gravity Piping2.1.4 Concrete Pressure Piping2.1.4.1 Concrete Pressure Pipe and Fittings2.1.4.2 Jointing Materials for Concrete Pressu
5、re Piping2.1.5 Ductile Iron Gravity Sewer Pipe and Associated Fittings2.1.5.1 Ductile Iron Gravity Pipe and FittingsSECTION 33 30 00 Page 1Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-2.1.5.2 Ductile Iron Gravity Joints and Jointing Materials2.1.6
6、 Ductile Iron Pressure Piping2.1.6.1 Ductile Iron Pressure Pipe and Fittings2.1.6.2 Ductile Iron Pressure Joints and Jointing Materials2.1.7 ABS Composite Plastic Piping2.1.7.1 ABS Composite Plastic Pipe and Fittings2.1.7.2 Jointing Materials for ABS Composite Plastic Piping2.1.8 ABS Solid-Wall Plas
7、tic Piping2.1.8.1 ABS Solid-Wall Plastic Pipe and Fittings2.1.8.2 ABS Solid-Wall Plastic Joints and Jointing Materials2.1.9 PVC Plastic Gravity Sewer Piping2.1.9.1 PVC Plastic Gravity Pipe and Fittings2.1.9.2 PVC Plastic Gravity Joints and Jointing Material2.1.10 PVC Plastic Pressure Pipe and Associ
8、ated Fittings2.1.10.1 PVC Plastic Pressure Pipe and Fittings2.1.10.2 PVC Plastic Pressure Joints and Jointing Material2.1.11 High Density Polyethylene Pipe2.1.12 Reinforced Plastic Mortar Pipe (RPMP)2.1.13 Reinforced Thermosetting Resin Pipe (RTRP)2.1.13.1 Filament Wound RTRP-I2.1.13.2 Centrifugally
9、 Cast RTRP-II2.1.14 Piping Beneath Railroad Right-of-Way2.2 CONCRETE MATERIALS2.2.1 Cement Mortar2.2.2 Portland Cement2.2.3 Portland Cement Concrete2.3 MISCELLANEOUS MATERIALS2.3.1 Precast Concrete Manholes see UFC 3-240-07FA. Where it is determined that a pipe material would be altogether unsuitabl
10、e, every mention of the unsuitable material and referenced publications that pertain only to the unsuitable material will be deleted. If a material would be suitable in a part of the system and unsuitable in other parts, the locations where the material may and may not be used will be shown on the c
11、ontract drawings and stated in the contract specifications. SECTION 33 30 00 Page 4Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-A study of the conditions will be made to determine the suitability of the materials. If doubt remains after the study,
12、 because of exceptional conditions, a report should be submitted to HQUSACE (CECW-EW).Consider the following in NAVFAC project designs.1. Allowable piping materials:a. The project specification should allow the use of piping materials for each application which are suitable for the project, each to
13、be permitted as a Contractors option.b. Refer to the appropriate NAVFACENGCOM Design Manual/Military Handbook for general information on piping materials suitable for use on the applications covered by this specification.c. Pipe materials which are known to be unsuitable for local conditions (i.e.,
14、corrosion, root penetration, etc.) should not be permitted for the project. However, consideration should be given to use of more effective protective coatings and jointing methods where economically feasible.d. In areas where problems with root penetration are anticipated, specify pipe which has th
15、e kind of joint which will successfully resist root penetration. Generally speaking, the more watertight the joint, the greater will be the resistance to root penetration. Rubber-gasketed and compression-type joints are considered to give the best performance for this application.e. It is assumed th
16、at corrosive fluids (acids, alkalies, toluene, etc.) will not be reaching the exterior sewer system in relatively undiluted condition. If such will not be the case, investigate the materials specified herein for resistance to the particular chemical involved. If necessary, corrosion-resistant materi
17、als other than those specified herein may be used.f. Further information on clay pipe may be found in the Clay Pipe Engineering Manual (1985 Edition) of the National Clay Pipe Institute.g. For further information on the selection of concrete sewer pipe and jointing materials, see the Concrete Pipe D
18、esign Manual (1980 Edition) and the Concrete Pipe Handbook (1980 Edition), both published by the American Concrete Pipe Association.h. Where required for special applications, reinforced concrete arch pipe conforming to ASTM C 506 or reinforced concrete elliptical pipe conforming to ASTM C 507 may b
19、e specified.SECTION 33 30 00 Page 5Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-i. Plastic pipe is subject to temperature limitations which must be observed when specifying plastic pipe for service from laundries, kitchens, and other facilities di
20、scharging large quantities of water at elevated temperatures (the temperature limit given is for short-time, nonpressure use only; lower temperature limit is required for long-time use or for pressure use):ABS . 82 degrees C (180 degrees F)PVC . 71.degrees C (160 degrees F)j. Do not use ABS pipe for
21、 applications where high chemical resistance is desired, such as in lines from laboratories or hospitals.k. Use caution if considering concrete pipe for septic flows. Depending on septicity, these pipes may not be satisfactory.2. Pipe design:a. Specify equivalent pipe design for the project conditio
22、ns (using the applicable criteria for each pipe material) for each pipe material insofar as is practicable. American Society of Civil Engineers (ASCE Manual No. 37, “Design and Construction of Sanitary and Storm Sewers,“ contains methods of calculation for structural requirements of pipe; from these
23、, the required strengths for pipe of various materials may be determined. Investigate external loads, including earth loads, truck loads, seismic loads, and impact, in the design stage of the project.b. Give special attention in the design stage of project to plastic pipe materials, particularly wit
24、h respect to superimposed external loads which could cause excessive deflection of the pipe. The degree of sidefill compaction should be considered realistically, particularly in marginal cases.c. Where different classes, strengths, etc., of pipe are required for different sections of long pipelines
25、 due to significant differences in external loading, expand or modify the applicable paragraphs of this specification accordingly. Show the limits for each class, strength, etc., either on the project drawings or appropriately describe them in the applicable paragraph of the project specification.3.
26、 Pipe joints: When more than one type of joint is applicable for the specified piping, permit each as a Contractors option except where watertight joints are necessary in areas where root penetration problems are anticipated. In these cases, rubber-gasketed or compression-type, or solvent-cemented j
27、oints are preferred. Use fuel SECTION 33 30 00 Page 6Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-resistant joint gaskets when required.4. It may be necessary to modify chemical requirements for cement under certain conditions. Sulfate resistance
28、is required for concrete pipe when pipe is carrying sulfate-bearing waters, or when pipe is buried in soil containing sulfates. Specify Type II (moderate sulfate resisting) cement when water-soluble sulfates (as S04) in the soil are in the range of 0.1 to 0.2 percent and, for water, are in the range
29、 of 150 to 1000 parts per million. Specify Type V (sulfate resisting) cement when soils contain in excess of 0.2 percent water-soluble sulfate and water samples contain in excess of 1000 parts per million. In areas where reactive aggregates are known to occur, specify low alkali cement.On the projec
30、t drawings, show:1. Plan and location of new pipelines, including type of service and size of pipe2. Location, size, and type of service of existing connecting, intersecting, or adjacent pipelines and other utilities3. Paved areas and railroads which pass over new pipelines4. Profile, where necessar
31、y to show unusual conditions5. Invert elevations at beginning and end of pipelines and at manholes or similar structures6. Class or strength of pipe and limits for same where class or strength will be different for different sections of pipeline7. Design details for pertinent manholes, septic tank(s
32、), and sewage absorption trench8. Bedding conditions, where different from those specified in the appropriate specification and location of cradle(s), when cradle is required, if not covered9. Maximum working pressure for pressure sewers10. Location and size of thrust blocks on pressure lines11. Loc
33、ation of flanged joints on pressure sewers12. Location of mechanical joints on ductile-iron piping (when used on only part of the system).*SECTION 33 30 00 Page 7Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-1.1 REFERENCES*NOTE: This paragraph is u
34、sed to list the publications cited in the text of the guide specification. The 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
35、 the Sections Reference Article 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
36、 to reconcile references in the 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 CONCRETE PIPE ASSOCIATION (ACPA)ACPA 01-102 (2000) Concrete Pipe Ha
37、ndbookACPA 01-103 (2000) Concrete Pipe Installation ManualAMERICAN RAILWAY ENGINEERING AND MAINTENANCE-OF-WAY ASSOCIATION (AREMA)AREMA Eng Man (2007) Manual for Railway EngineeringAMERICAN WATER WORKS ASSOCIATION (AWWA)AWWA C104/A21.4 (2003) Cement-Mortar Lining for Ductile-Iron Pipe and Fittings fo
38、r WaterAWWA C105/A21.5 (2005) Polyethylene Encasement for Ductile-Iron Pipe SystemsAWWA C110/A21.10 (2003) Ductile-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 Ducti
39、le-Iron or Gray-Iron Threaded FlangesAWWA C151/A21.51 (2002; Errata 2002) Ductile-Iron Pipe, Centrifugally Cast, for WaterAWWA C153/A21.53 (2006) Ductile-Iron Compact Fittings for SECTION 33 30 00 Page 8Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,
40、-Water ServiceAWWA C302 (2004) Reinforced Concrete Pressure Pipe, Noncylinder TypeAWWA C600 (2005) Installation of Ductile-Iron Water Mains and Their AppurtenancesAWWA C605 (2005) Underground Installation of Polyvinyl Chloride (PVC) Pressure Pipe and Fittings for WaterAWWA C606 (2006) Grooved and Sh
41、ouldered JointsAWWA C900 (2007) Polyvinyl Chloride (PVC) Pressure Pipe, and Fabricated Fittings, 4 In. Through 12 In. (100 mm Through 300 mm), for Water DistributionAWWA M23 (2002) Manual: PVC Pipe - Design and InstallationAWWA M9 (1995) Manual: Concrete Pressure PipeASME INTERNATIONAL (ASME)ASME B1
42、.20.1 (1983; R 2006) Pipe Threads, General Purpose (Inch)ASME B16.1 (2005) Standard for Gray Iron Threaded Fittings; Classes 125 and 250ASME B18.2.2 (1987; R 2005) Standard for Square and Hex Nuts (Inch Series)ASME B18.5.2.1M (2006) Metric Round Head Short Square Neck BoltsASME B18.5.2.2M (1982; R 2
43、005) Metric Round Head Square Neck BoltsASTM INTERNATIONAL (ASTM)ASTM A 123/A 123M (2002) Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel ProductsASTM A 307 (2007b) Standard Specification for Carbon Steel Bolts and Studs, 60 000 PSI Tensile StrengthASTM A 47/A 47M (19
44、99; R 2004) Standard Specification for Steel Sheet, Aluminum-Coated, by the Hot-Dip ProcessASTM A 48/A 48M (2003) Standard Specification for Gray Iron CastingsASTM A 536 (1984; R 2004) Standard Specification for SECTION 33 30 00 Page 9Provided by IHSNot for ResaleNo reproduction or networking permit
45、ted without license from IHS-,-,-Ductile Iron CastingsASTM A 563 (2007a) Standard Specification for Carbon and Alloy Steel NutsASTM A 563M (2007) Standard Specification for Carbon and Alloy Steel Nuts (Metric)ASTM A 74 (2006) Standard Specification for Cast Iron Soil Pipe and FittingsASTM A 746 (200
46、3) Standard Specification for Ductile Iron Gravity Sewer PipeASTM C 12 (2007) Standard Practice for Installing Vitrified Clay Pipe LinesASTM C 14 (2007) Standard Specification for Concrete Sewer, Storm Drain, and Culvert PipeASTM C 14M (2005a) Standard Specification for Concrete Sewer, Storm Drain,
47、and Culvert Pipe (Metric)ASTM C 150 (2007) Standard Specification for Portland CementASTM C 260 (2006) Standard Specification for Air-Entraining Admixtures for ConcreteASTM C 270 (2007a) Standard Specification for Mortar for Unit MasonryASTM C 33 (2003) Standard Specification for Concrete AggregatesASTM C 361 (2005e1) Standard Specification for Reinforced Concrete Low-Head Pressure PipeASTM C 361M (2005) Standard Specification for Reinforced Concrete Low-Head Pressure Pipe (Metric)ASTM C 425 (2004) Standard Specifica
