ARMY UFGS-33 46 13-2008 FOUNDATION DRAINAGE SYSTEM《基础排水系统》.pdf

1、*USACE / NAVFAC / AFCESA / NASA UFGS-33 46 13 (April 2008)-Preparing Activity: USACE SupersedingUFGS-33 46 13 (July 2006)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated March 2008*SECTION TABLE OF CONTENTSDIVISION 33 - UTILITIESSECTION 33 46 13FOUNDATION DRAINAGE S

2、YSTEM04/08PART 1 GENERAL1.1 REFERENCES1.2 SYSTEM DESCRIPTION1.2.1 Extent1.2.2 Outlet Connections1.2.3 Drainage Lines1.2.4 Outlet Lines1.3 SUBMITTALS1.4 DELIVERY, STORAGE, AND HANDLINGPART 2 PRODUCTS2.1 MATERIALS2.1.1 Clay Pipe2.1.2 Perforated Clay Pipe2.1.3 Concrete Pipe2.1.4 Perforated Concrete Pip

3、e2.1.5 Porous Concrete Pipe2.1.6 Clay Drain Tile2.1.7 Perforated Clay Drain Tile2.1.8 Concrete Drain Tile2.1.9 Cast-Iron Soil Pipe2.1.10 Perforated Corrugated Steel Pipe2.1.11 Perforated Corrugated Aluminum Alloy Pipe2.1.12 Perforated Asbestos-Cement Underdrain Pipe2.1.13 Plastic Pipe2.1.13.1 Corrug

4、ated Polyethylene (PE) Drainage Pipe2.1.13.2 Acrylonitrile-Butadiene-Styrene (ABS) Pipe2.1.13.3 Polyvinyl Chloride (PVC) Pipe2.1.13.4 Circular Perforations in Plastic Pipe2.1.13.5 Slotted Perforations in Plastic Pipe2.1.14 Fittings2.1.15 Cleanouts and Piping Through Walls2.1.16 Cover and Wrapping Ma

5、terials for Open Joints in Drain Tile2.1.17 Bedding and Pervious Backfill for Foundation DrainsSECTION 33 46 13 Page 1Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-2.1.18 Protective Covering for Pervious BackfillPART 3 EXECUTION3.1 INSTALLATION3.1.

6、1 Trenching and Excavation3.1.2 Bedding3.1.3 Pipe Laying3.1.4 Jointing3.1.4.1 Perforated and Porous Pipes3.1.4.2 Nonperforated Drain Tile3.1.4.3 Perforated Corrugated Metal Pipe3.1.4.4 Joints of Concrete or Clay Sewer Pipe3.1.4.5 Joints of Cast-Iron Pipe3.1.4.6 Perforated Asbestos-Cement Pipe Joints

7、3.1.4.7 Plain-End Perforated Clay3.1.4.8 ABS Pipe3.1.4.9 PVC Pipe3.1.4.10 Corrugated Polyethylene3.1.5 Outlet Lines3.1.6 Cleanouts3.2 Backfilling- End of Section Table of Contents -SECTION 33 46 13 Page 2Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-

8、,-*USACE / NAVFAC / AFCESA / NASA UFGS-33 46 13 (April 2008)-Preparing Activity: USACE SupersedingUFGS-33 46 13 (July 2006)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated March 2008*SECTION 33 46 13FOUNDATION DRAINAGE SYSTEM04/08*NOTE: This guide specification cove

9、rs the requirements for foundation drainage system using clay, concrete, cast iron, corrugated steel, corrugated aluminum, and plastic pipe.Edit this guide specification for project specific requirements by adding, deleting, or revising text. For bracketed items, choose applicable items(s) or insert

10、 appropriate information.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 propone

11、nts, including their 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: The following information should be shown on the drawings:Location, extent, type, and sizes of foundation

12、drainage system, including designations of drainage lines and outlet lines.Locations and invert elevations of cleanouts and drainage structures.Cross section of system showing bedding and backfill with protective covering.SECTION 33 46 13 Page 3Provided by IHSNot for ResaleNo reproduction or network

13、ing permitted without license from IHS-,-,-Jointing details.Cleanout details.Connections between foundation drainage and related storm drainage systems.Outlet details.*1.1 REFERENCES*NOTE: This paragraph is used to list the publications cited in the text of the guide specification. The publications

14、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 Reference Articl

15、e. 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 listed below form a

16、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 M 252 (2007) Corrugated Polyethylene Drainage PipeAASHTO M 294 (2007) Standard Specifi

17、cation for Corrugated Polyethylene Pipe, 300- to 1200-mm DiameterASTM INTERNATIONAL (ASTM)ASTM A 74 (2006) Standard Specification for Cast Iron Soil Pipe and FittingsASTM A 760/A 760M (2006) Standard Specification for Corrugated Steel Pipe, Metallic-Coated for Sewers and DrainsASTM B 745/B 745M (199

18、7; R 2005) Standard Specification for Corrugated Aluminum Pipe for Sewers and DrainsSECTION 33 46 13 Page 4Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-ASTM C 14 (2007) Standard Specification for Concrete Sewer, Storm Drain, and Culvert PipeASTM C

19、 14M (2005a) Standard Specification for Concrete Sewer, Storm Drain, and Culvert Pipe (Metric)ASTM C 33 (2003) Standard Specification for Concrete AggregatesASTM C 4 (2004; R 2005) Clay Drain Tile and Perforated Clay Drain TileASTM C 412 (2005a) Concrete Drain TileASTM C 412M (2005a) Concrete Drain

20、Tile (Metric)ASTM C 425 (2004) Standard Specification for Compression Joints for Vitrified Clay Pipe and FittingsASTM C 444 (2003) Perforated Concrete PipeASTM C 444M (2003) Perforated Concrete Pipe (Metric)ASTM C 508 (2000; R 2004) Asbestos-Cement Underdrain PipeASTM C 654 (2005a) Porous Concrete P

21、ipeASTM C 654M (2005a) Porous Concrete Pipe (Metric)ASTM C 700 (2007a) Standard Specification for Vitrified Clay Pipe, Extra Strength, Standard Strength, and PerforatedASTM D 2751 (2005) Standard Specification for Acrylonitrile-Butadiene-Styrene (ABS) Sewer Pipe and FittingsASTM D 3034 (2006) Standa

22、rd Specification for Type PSM Poly(Vinyl Chloride) (PVC) Sewer Pipe and FittingsASTM D 3212 (2007) Standard Specification for Joints for Drain and Sewer Plastic Pipes Using Flexible Elastomeric SealsASTM F 405 (2005) Corrugated Polyethylene (PE) Tubing and FittingsASTM F 667 (2006) Large Diameter Co

23、rrugated Polyethylene Pipe and FittingsASTM F 758 (1995; R 2007e1) Smooth-Wall Poly(Vinyl Chloride) (PVC) Plastic Underdrain Systems for Highway, Airport, and Similar DrainageSECTION 33 46 13 Page 5Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-ASTM

24、 F 949 (2006a) Poly(Vinyl Chloride) (PVC) Corrugated Sewer Pipe with a Smooth Interior and Fittings1.2 SYSTEM DESCRIPTION1.2.1 ExtentFurnish and install foundation drainage as a complete system to 1.5 m 5 feet beyond the building as shown.1.2.2 Outlet ConnectionsFoundation pipe shall be connected to

25、 the storm drainage system as shown and specified in Section 33 40 00 STORM DRAINAGE terminated as shown.1.2.3 Drainage LinesConstruct drainage lines of drain tile, perforated pipe, or porous pipe.1.2.4 Outlet LinesConstruct outlet lines of closed-joint nonperforated, nonporous pipe.1.3 SUBMITTALS*N

26、OTE: 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 should be kept to the minimum required for adequate quality control.A “G” following a submittal item indicates t

27、hat 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 the Contractors Quality Control system. Only add a “G” if the submittal is sufficiently important or complex in

28、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 to indicate the approving authority. Codes for Army projects using the Resident Management System (RMS) are: “AE“

29、 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“ typically are not used for Navy, Air Force, and NASA projects.Choose the first b

30、racketed item for Navy, Air Force and NASA projects, or choose the second bracketed item for Army projects.*SECTION 33 46 13 Page 6Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-Government approval is required for submittals with a “G“ designation;

31、submittals 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 PRO

32、CEDURES:SD-04 SamplesMaterials.Two randomly selected samples of each type of pipe and fitting, prior to delivery of materials to the site.SD-07 CertificatesMaterials.Certifications from the manufacturers attesting that materials meet specification requirements.1.4 DELIVERY, STORAGE, AND HANDLINGProt

33、ect materials placed in storage from the weather, humidity and temperature variations, dirt and dust, or other contaminants. Do not expose plastic pipe to direct sunlight for more than 6 months from time of manufacturer to installation.PART 2 PRODUCTS2.1 MATERIALS*NOTE: Select materials for contract

34、 requirements. Correlate material with other sections. When design requires pipe to be of a particular quality, strength, or bituminous coated, acceptable options should be retained and specification requirements modified accordingly. Thickness of metal pipe will be shown on the drawings. Drain tile

35、 should not be used for drains crossing or adjacent to paved areas. Special-quality concrete drain tile should be specified for tile laid in soils that are acidic or contain unusual quantities of sulfates; porous concrete pipe and perforated corrugated aluminum alloy pipe will not be used. Where req

36、uired by soil or water conditions, perforated asbestos-cement pipes should be specified by types.*Pipe for foundation drainage system shall be of the type and size indicated. Appropriate transitions, adapters, or joint details shall be used where pipes of different types or materials are connected.2

37、.1.1 Clay PipeASTM C 700, standard or extra strength.SECTION 33 46 13 Page 7Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-2.1.2 Perforated Clay PipeASTM C 700, standard or extra strength.2.1.3 Concrete PipeConcrete pipe shall be manufactured in acc

38、ordance with Section 03 40 00.00 10 PLANT-PRECAST CONCRETE PRODUCTS FOR BELOW GRADE CONSTRUCTION and conform to ASTM C 14M ASTM C 14, Class 1 2 3.2.1.4 Perforated Concrete PipePerforated concrete pipe shall be manufactured in accordance with Section 03 40 00.00 10 PLANT-PRECAST CONCRETE PRODUCTS FOR

39、 BELOW GRADE CONSTRUCTION and conform to ASTM C 14M ASTM C 14, Class 1 2 3 with perforations conforming to ASTM C 444M ASTM C 444, Type I II.2.1.5 Porous Concrete PipePorous concrete pipe shall be manufactured in accordance with Section 03 40 00.00 10 PLANT-PRECAST CONCRETE PRODUCTS FOR BELOW GRADE

40、CONSTRUCTION and conform to ASTM C 654M ASTM C 654, standard or extra strength class.2.1.6 Clay Drain TileASTM C 4, standard extra-quality heavy-duty class.2.1.7 Perforated Clay Drain TileASTM C 4, standard extra-quality heavy-duty class.2.1.8 Concrete Drain TileConcrete drain tile shall be manufact

41、ured in accordance with Section 03 40 00.00 10 PLANT-PRECAST CONCRETE PRODUCTS FOR BELOW GRADE CONSTRUCTION and conform to ASTM C 412M ASTM C 412, standard- special- extra- heavy-duty-extra- quality.2.1.9 Cast-Iron Soil PipeASTM A 74, extra-heavy service.2.1.10 Perforated Corrugated Steel PipeASTM A

42、 760/A 760M, Type III.2.1.11 Perforated Corrugated Aluminum Alloy PipeASTM B 745/B 745M Type III, Class I II.2.1.12 Perforated Asbestos-Cement Underdrain PipeASTM C 508.2.1.13 Plastic PipePlastic pipe shall contain ultraviolet inhibitor to provide protection from exposure to direct sunlight.SECTION

43、33 46 13 Page 8Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-2.1.13.1 Corrugated Polyethylene (PE) Drainage Pipe*NOTE: AASHTO M 252 and AASHTO M 294 both provide for stiffer pipe than the equivalent ASTM standards. When pipe strength is a critical

44、concern, use the AASHTO standard.*Furnish ASTM F 405 heavy duty for pipe 80 to 150 mm 3 to 6 inches in diameter inclusive, ASTM F 667 for pipe 200 to 600 mm 8 to 24 inches in diameter; or AASHTO M 252 for pipe 80 to 250 mm 3 to 10 inches in diameter or AASHTO M 294 for pipe 300 to 600 mm 12 to 24 inches in diameter. Fittings shall be pipe manufacturers standard type and shall conform to the indicated specification.2.1.13.2 Acrylonitrile-Butadiene-Styrene (ABS) PipeAST