ARMY UFGS-33 46 16-2008 SUBDRAINAGE SYSTEM《地下排水系统》.pdf

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1、*USACE / NAVFAC / AFCESA / NASA UFGS-33 46 16 (April 2008)-Preparing Activity: USACE SupersedingUFGS-33 46 16 (July 2006)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated March 2008*SECTION TABLE OF CONTENTSDIVISION 33 - UTILITIESSECTION 33 46 16SUBDRAINAGE SYSTEM04/

2、08PART 1 GENERAL1.1 MEASUREMENT AND PAYMENT1.1.1 Pipe Subdrains1.1.2 Blind or French Drains1.1.3 Manholes1.1.4 Flushing and Observation Risers1.1.5 Filter Fabric1.2 REFERENCES1.3 SUBMITTALS1.4 DELIVERY, STORAGE, AND HANDLING1.4.1 Delivery and Storage1.4.2 HandlingPART 2 PRODUCTS2.1 PIPE FOR SUBDRAIN

3、S2.1.1 Concrete2.1.2 Clay and Perforated Clay2.1.2.1 Clay2.1.2.2 Perforated Clay2.1.3 Perforated Concrete2.1.4 Perforated Corrugated Steel2.1.5 Perforated Corrugated Steel, Fully Bitumin. Coated2.1.6 Drain Tile2.1.7 Porous Concrete2.1.8 Perforated Corrugated Aluminum Alloy2.1.9 Perforated Corrugated

4、 Aluminum Alloy, Fully Bitumin. Coated2.1.10 Precoated Corrugated Steel2.1.11 Plastic2.1.11.1 Acrylonitrile-Butadiene-Styrene (ABS)2.1.11.2 Polyvinyl Chloride (PVC) and Fittings2.1.11.3 Corrugated Polyethylene (PE) and Fittings2.1.11.4 Pipe Perforations2.2 FILTER FABRIC2.3 SUBDRAIN FILTER AND BEDDIN

5、G MATERIALSECTION 33 46 16 Page 1Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-2.4 DRAINAGE STRUCTURES2.4.1 Concrete2.4.2 Mortar2.4.3 Manholes and Appurtenances2.4.3.1 Precast Reinforced Concrete Manhole Risers and Tops2.4.3.2 Precast Concrete Segm

6、ental Blocks2.4.3.3 Precast Concrete Manhole Bases2.4.3.4 Brick2.4.3.5 Prefabricated Corrugated Metal2.4.3.6 Glass Fiber-Reinforced Polyester (FRP)2.4.3.7 Frames and Covers or Gratings2.4.3.8 Steel LadderPART 3 EXECUTION3.1 EXCAVATION AND BEDDING FOR SUBDRAIN SYSTEMS3.2 MANHOLES AND FLUSHING AND OBS

7、ERVATION RISERS3.2.1 Manholes3.2.2 Flushing and Observation Risers3.3 INSTALLATION OF FILTER FABRIC AND PIPE FOR SUBDRAINS3.3.1 Installation of Filter Fabric3.3.1.1 Overlaps on Perforated or Slotted Pipes3.3.1.2 Installation on Open-Joint Pipe3.3.1.3 Trench Lining and Overlaps3.3.2 Installation of P

8、ipe for Subdrains3.3.2.1 Pipelaying3.3.2.2 Jointings3.4 INSTALLATION OF AND BACKFILLING FOR BLIND OR FRENCH DRAINS3.5 INSTALLATION OF FILTER MATERIAL AND BACKFILLING FOR SUBDRAINS3.6 TESTS3.6.1 Pipe Test3.6.2 JP-4 Fuel Resistance Test- End of Section Table of Contents -SECTION 33 46 16 Page 2Provide

9、d by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-*USACE / NAVFAC / AFCESA / NASA UFGS-33 46 16 (April 2008)-Preparing Activity: USACE SupersedingUFGS-33 46 16 (July 2006)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated March

10、 2008*SECTION 33 46 16SUBDRAINAGE SYSTEM04/08*NOTE: This guide specification covers the requirements for subdrainage systems for drainage of water from under the ground.Edit this guide specification for project specific requirements by adding, deleting, or revising text. For bracketed items, choose

11、applicable items(s) or insert 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

12、 listing of technical proponents, 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 GENERAL1.1 MEASUREMENT AND PAYMENT*NOTE: When filter fabric is not used in the drainage sys

13、tem, the requirement for filter fabric will be deleted from this specification.The paragraph as written contemplates taking bids on a unit-price basis. When it is determined that a lump-sum contract may be more advisable, the paragraph will be deleted.*SECTION 33 46 16 Page 3Provided by IHSNot for R

14、esaleNo reproduction or networking permitted without license from IHS-,-,-1.1.1 Pipe SubdrainsThe length of pipe installed will be measured from end to end along the centerlines without any deduction for the diameter of the manholes. Pipe will be paid for according to the number of linear meters fee

15、t of subdrains placed in the accepted work. Payment for bedding and filter materials, except filter fabric, will be included in the payment for the pipe subdrain system.1.1.2 Blind or French DrainsBlind or french drains will be paid for by the linear meter footand measured from end to end along the

16、centerlines of the completed drains.1.1.3 ManholesManholes to be paid for will be the number of manholes completed with base, rungs or ladders, frames, and covers or gratings (where specified) constructed in the accepted work.1.1.4 Flushing and Observation RisersFlushing and observation risers to be

17、 paid for will be the number of flushing and observation risers completed with frames and covers (where specified) constructed in the accepted work.1.1.5 Filter FabricFilter fabric shall be measured for payment by the square meter yard meter foot in place. Overlapped joints and seams shall be measur

18、ed as a single layer of cloth.1.2 REFERENCES*NOTE: This paragraph is used 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 R

19、eference Wizards Check Reference feature when you add a RID outside of 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

20、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 part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.SECTIO

21、N 33 46 16 Page 4Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO)AASHTO M 190 (2004) Bituminous Coated Corrugated Metal Culvert Pipe and Pipe ArchesAASHTO M 252 (2007) Corruga

22、ted Polyethylene Drainage PipeAASHTO M 294 (2007) Standard Specification for Corrugated Polyethylene Pipe, 300- to 1200-mm DiameterASTM INTERNATIONAL (ASTM)ASTM A 123/A 123M (2002) Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel ProductsASTM A 227/A 227M (2006) Standa

23、rd Specification for Steel Wire, Cold-Drawn for Mechanical SpringsASTM A 229/A 229M (1999; R 2005) Standard Specification for Steel Wire, Oil-Tempered for Mechanical SpringsASTM A 27/A 27M (2005) Standard Specification for Steel Castings, Carbon, for General ApplicationASTM A 47/A 47M (1999; R 2004)

24、 Standard Specification for Steel Sheet, Aluminum-Coated, by the Hot-Dip ProcessASTM A 48/A 48M (2003) Standard Specification for Gray Iron CastingsASTM A 760/A 760M (2006) Standard Specification for Corrugated Steel Pipe, Metallic-Coated for Sewers and DrainsASTM A 762/A 762M (2000) Standard Specif

25、ication for Corrugated Steel Pipe, Polymer Precoated for Sewers and DrainsASTM B 745/B 745M (1997; R 2005) Standard Specification for Corrugated Aluminum Pipe for Sewers and DrainsASTM C 139 (2005) Standard Specification for Concrete Masonry Units for Construction of Catch Basins and ManholesASTM C

26、14 (2007) Standard Specification for Concrete Sewer, Storm Drain, and Culvert PipeASTM C 14M (2005a) Standard Specification for Concrete Sewer, Storm Drain, and Culvert Pipe (Metric)SECTION 33 46 16 Page 5Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,

27、-,-ASTM C 150 (2007) Standard Specification for Portland CementASTM C 231 (2004) Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure MethodASTM C 33 (2003) Standard Specification for Concrete AggregatesASTM C 4 (2004; R 2005) Clay Drain Tile and Perforated Clay Drain TileA

28、STM C 412 (2005a) Concrete Drain TileASTM C 412M (2005a) Concrete Drain 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 478 (2007) Sta

29、ndard Specification for Precast Reinforced Concrete Manhole SectionsASTM C 478M (2007) Standard Specification for Precast Reinforced Concrete Manhole Sections (Metric)ASTM C 55 (2006e1) Concrete BrickASTM C 62 (2005) Building Brick (Solid Masonry Units Made from Clay or Shale)ASTM C 654 (2005a) Poro

30、us Concrete PipeASTM C 654M (2005a) Porous Concrete Pipe (Metric)ASTM C 700 (2007a) Standard Specification for Vitrified Clay Pipe, Extra Strength, Standard Strength, and PerforatedASTM D 1751 (2004) Standard Specification for Preformed Expansion Joint Filler for Concrete Paving and Structural Const

31、ruction (Nonextruding and Resilient Bituminous Types)ASTM D 1752 (2004a) Standard Specification for Preformed Sponge Rubber Cork and Recycled PVC ExpansionASTM D 2751 (2005) Standard Specification for Acrylonitrile-Butadiene-Styrene (ABS) Sewer Pipe and FittingsSECTION 33 46 16 Page 6Provided by IHS

32、Not for ResaleNo reproduction or networking permitted without license from IHS-,-,-ASTM D 3034 (2006) Standard 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 Elastomeri

33、c SealsASTM D 3753 (2005e1) Glass-Fiber-Reinforced Polyester Manholes and WetwellsASTM D 422 (1963; R 2007) Particle-Size Analysis of SoilsASTM D 5034 (1995; R 2001) Breaking Strength and Elongation of Textile Fabrics (Grab Test)ASTM F 405 (2005) Corrugated Polyethylene (PE) Tubing and FittingsASTM

34、F 667 (2006) Large Diameter Corrugated Polyethylene Pipe and FittingsASTM F 758 (1995; R 2007e1) Smooth-Wall Poly(Vinyl Chloride) (PVC) Plastic Underdrain Systems for Highway, Airport, and Similar DrainageASTM F 949 (2006a) Poly(Vinyl Chloride) (PVC) Corrugated Sewer Pipe with a Smooth Interior and

35、Fittings1.3 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 should be kept to the minimum required for adequate quality control.A “G” following a su

36、bmittal 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 the Contractors Quality Control system. Only add a “G” if the submittal is sufficiently

37、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 to indicate the approving authority. Codes for Army projects using the Resident Managemen

38、t 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 SECTION 33 46 16 Page 7Provided by IHSNot for ResaleNo reproduction or net

39、working permitted without license from IHS-,-,-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

40、with a “G“ designation; 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 Secti

41、on 01 33 00 SUBMITTAL PROCEDURES:SD-04 SamplesFilter FabricPipe for SubdrainsSamples of filter fabric, pipe, and pipe fittings, before starting the work.SD-07 CertificatesFilter FabricPipe for SubdrainsCertifications from the manufacturers attesting that materials meet specification requirements. Ce

42、rtificates are required for drain pipe, drain tile, fittings, and filter fabric.1.4 DELIVERY, STORAGE, AND HANDLING1.4.1 Delivery and Storage*NOTE: This time restriction applies to pipe containing normal quantities of ultraviolet (UV) inhibitors such as carbon black or titanium dioxide, in geographi

43、c areas receiving normal UV exposure. Delays in installation longer than 6 months, from time of manufacturer to time of installation, may be allowed when the Contractor can show that the pipe has been covered or stored indoors for the duration of the additional delay.*Inspect materials delivered to

44、site for damage; unload, and store with minimum handling. Do not store materials directly on the ground. The inside of pipes and fittings shall be free of dirt and debris. Keep, during shipment and storage, filter fabric wrapped in burlap or similar heavy duty protective covering. The storage area s

45、hall protect the fabric from mud, soil, dust, and debris. Filter fabric materials that are not to be installed immediately shall not be stored in direct sunlight. Install plastic pipe within 6 months from the date of manufacture unless otherwise approved.SECTION 33 46 16 Page 8Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,