1、10-11 33 40 00-1 SECTION 33 40 00 STORM SEWER UTILITIES SPEC WRITER NOTES: 1. Delete between / _ / if not applicable to project. Also delete any other item or paragraph not applicable in the section and renumber the paragraphs. 2. References to pressure in this section are gauge pressure unless othe
2、rwise noted PART 1 - GENERAL 1.1 DESCRIPTION This section specifies materials and procedures for construction of outside, underground storm sewer systems that are complete and ready for operation. This includes piping, structures and all other incidentals. 1.2 RELATED WORK A. Excavation, Trench Widt
3、hs, Pipe Bedding, Backfill, Shoring, Sheeting, Bracing: Section 31 20 00, EARTH MOVING. B. Concrete Work, Reinforcing, Placement and Finishing: Section 03 30 00, CAST-IN-PLACE CONCRETE. C. General plumbing, protection of Materials and Equipment, and quality assurance: Section 22 05 11, COMMON WORK R
4、ESULTS FOR PLUMBING. D. Fabrication of Steel Ladders: Section 05 50 00, METAL FABRICATIONS. E. Materials and Testing Report Submittals: Section 01 33 23, SHOP DRAWINGS, PRODUCT DATA AND SAMPLES. F. Erosion and Sediment Control: Section 01 57 19, TEMPORARY ENVIRONMENTAL CONTROLS. 1.3 DEFINITIONS SPEC
5、 WRITER NOTE: Add definitions as necessary for project clarity. 1.4 ABBREVIATIONS A. HDPE: High-density polyethylene B. PE: Polyethylene 1.5 DELIVERY, STORAGE, AND HANDLING A. Do not store plastic manholes, pipe, and fittings in direct sunlight. B. Handle manholes / catch basins / and / stormwater i
6、nlets / according to manufacturers written rigging instructions. Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-10-11 33 40 00-2 1.6 COORDINATION A. Coordinate connection to storm sewer main with the Public Agency providing storm sewer off-site drai
7、nage. B. Coordinate exterior utility lines and connections to building services up to the actual extent of building wall. 1.7 QUALITY ASSURANCE: A. Products Criteria: 1. When two or more units of the same type or class of materials or equipment are required, these units shall be products of one manu
8、facturer. 2. A nameplate bearing manufacturers name or trademark, including model number, shall be securely affixed in a conspicuous place on equipment. In addition, the model number shall be either cast integrally with equipment, stamped, or otherwise permanently marked on each item of equipment. 1
9、.8 SUBMITTALS A. Manufacturers Literature and Data shall be submitted, as one package, for pipes, fittings and appurtenances, including jointing materials, hydrants, valves and other miscellaneous items. 1.9 APPLICABLE PUBLICATIONS SPEC WRITER NOTE: Based on project design for local conditions, dele
10、te references not applicable for project. A. The publications listed below form a part of this specification to the extent referenced. The publications are referenced in the text by the basic designation only. B. American Society for Testing and Materials (ASTM): A185/A185M-07 Steel Welded Wire Rein
11、forcement, Plain, for Concrete A242/A242M-04(2009) High-Strength Low-Alloy Structural Steel A536-84(2009) Ductile Iron Castings A615/A615M-09b . Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement A760/A760M-10 Corrugated Steel Pipe, Metallic-Coated for Sewers and Drains Provided by IHSN
12、ot for ResaleNo reproduction or networking permitted without license from IHS-,-,-10-11 33 40 00-3 A798/A798M-07 Installing Factory-Made Corrugated Steel Pipe for Sewers and Other Applications A849-10 Post-Applied Coatings, Paving, and Linings for Corrugated Steel Sewer and Drainage Pipe A929/A929M-
13、01(2007) Steel Sheet, Metallic-Coated by the Hot-Dip Process for Corrugated Steel Pipe B745/B745M-97(2005) Corrugated Aluminum Pipe for Sewers and Drains B788/B788M-09 Installing Factory-Made Corrugated Aluminum Culverts and Storm Sewer Pipe C14-07 . Non-reinforced Concrete Sewer, Storm Drain, and C
14、ulvert Pipe C33/C33M-08 Concrete Aggregates C76-11 . Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe C139-10 Concrete Masonry Units for Construction of Catch Basins and Manholes C150/C150M-11 Portland Cement C443-10 Joints for Concrete Pipe and Manholes, Using Rubber Gaskets C478-09 Precast
15、 Reinforced Concrete Manhole Sections C506-10b . Reinforced Concrete Arch Culvert, Storm Drain, and Sewer Pipe C507-10b . Reinforced Concrete Elliptical Culvert, Storm Drain, and Sewer Pipe C655-09 Reinforced Concrete D-Load Culvert, Storm Drain, and Sewer Pipe C857-07 Minimum Structural Design Load
16、ing for Underground Precast Concrete Utility Structures C891-09 Installation of Underground Precast Concrete Utility Structures C913-08 Precast Concrete Water and Wastewater Structures Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-10-11 33 40 00-4
17、C923-08 Resilient Connectors Between Reinforced Concrete Manhole Structures, Pipes, and Laterals C924-02(2009) Testing Concrete Pipe Sewer Lines by Low-Pressure Air Test Method C990-09 Joints for Concrete Pipe, Manholes, and Precast Box Sections Using Preformed Flexible Joint Sealants C1103-03(2009)
18、 . Joint Acceptance Testing of Installed Precast Concrete Pipe Sewer Lines C1173-08 . Flexible Transition Couplings for Underground Piping Systems C1433-10 . Precast Reinforced Concrete Monolithic Box Sections for Culverts, Storm Drains, and Sewers C1479-10 . Installation of Precast Concrete Sewer,
19、Storm Drain, and Culvert Pipe Using Standard Installations D448-08 Sizes of Aggregate for Road and Bridge Construction D698-07e1 Laboratory Compaction Characteristics of Soil Using Standard Effort (12 400 ft-lbf/ft3 (600 kN-m/m3) D1056-07 . Flexible Cellular MaterialsSponge or Expanded Rubber D1785-
20、06 . Poly(Vinyl Chloride) (PVC) Plastic Pipe, Schedules 40, 80, and 120 D2321-11 . Underground Installation of Thermoplastic Pipe for Sewers and Other Gravity-Flow Applications D2751-05 . Acrylonitrile-Butadiene-Styrene (ABS) Sewer Pipe and Fittings D2774-08 . Underground Installation of Thermoplast
21、ic Pressure Piping Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-10-11 33 40 00-5 D3034-08 . Type PSM Poly(Vinyl Chloride) (PVC) Sewer Pipe and Fittings D3350-10 . Polyethylene Plastics Pipe and Fittings Materials D3753-05e1 . Glass-Fiber-Reinforce
22、d Polyester Manholes and Wetwells D4101-11 . Polypropylene Injection and Extrusion Materials D5926-09 . Poly (Vinyl Chloride) (PVC) Gaskets for Drain, Waste, and Vent (DWV), Sewer, Sanitary, and Storm Plumbing Systems F477-10 Elastomeric Seals (Gaskets) for Joining Plastic Pipe F679-08 Poly(Vinyl Ch
23、loride) (PVC) Large-Diameter Plastic Gravity Sewer Pipe and Fittings F714-10 Polyethylene (PE) Plastic Pipe (SDR-PR) Based on Outside Diameter F794-03(2009) Poly(Vinyl Chloride) (PVC) Profile Gravity Sewer Pipe and Fittings Based on Controlled Inside Diameter F891-10 Coextruded Poly(Vinyl Chloride)
24、(PVC) Plastic Pipe With a Cellular Core F894-07 Polyethylene (PE) Large Diameter Profile Wall Sewer and Drain Pipe F949-10 Poly(Vinyl Chloride) (PVC) Corrugated Sewer Pipe With a Smooth Interior and Fittings F1417-11 . Installation Acceptance of Plastic Gravity Sewer Lines Using Low-Pressure Air F16
25、68-08 . Construction Procedures for Buried Plastic Pipe C. American Association of State Highway and Transportation Officials (AASHTO): M190-04 Bituminous-Coated Corrugated Metal Culvert Pipe and Pipe Arches Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IH
26、S-,-,-10-11 33 40 00-6 M198-10 Joints for Concrete Pipe, Manholes, and Precast Box Sections Using Preformed Flexible Joint Sealants M252-09 Corrugated Polyethylene Drainage Pipe M294-10 Corrugated Polyethylene Pipe, 12 to 60 In. (300 to 1500 mm) Diameter D. American Water Works Association(AWWA): C1
27、05/A21.5-10 Polyethylene Encasement for Ductile iron Pipe Systems C110-08 Ductile-Iron and Gray-Iron Fittings C219-11 Bolted, Sleeve-Type Couplings for Plain-End Pipe C600-10 Installation of Ductile iron Mains and Their Appurtenances C900-07 Polyvinyl Chloride (PVC) Pressure Pipe and Fabricated Fitt
28、ings, 4 In. Through 12 In. (100 mm Through 300 mm), for Water Transmission and Distribution M23-2nd ed . PVC Pipe ”Design And Installation” E. American Society of Mechanical Engineers (ASME): A112.6.3-2001 Floor and Trench Drains A112.14.1-2003 . Backwater Valves A112.36.2M-1991 Cleanouts F. America
29、n Concrete Institute (ACI): 318-05 . Structural Commentary and Commentary 350/350M-06 Environmental Engineering Concrete Structures and Commentary G. National Stone, Sand and Gravel Association (NSSGA): Quarried Stone for Erosion and Sediment Control 1.10 WARRANTY The Contractor shall remedy any def
30、ect due to faulty material or workmanship and pay for any damage to other work resulting therefrom Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-10-11 33 40 00-7 within a period of / one year / two years / from final acceptance. Further, the Contra
31、ctor will furnish all manufacturers and suppliers written guarantees and warranties covering materials and equipment furnished under this Contract. PART 2 - PRODUCTS SPEC WRITER NOTE: Update material requirements to agree with applicable requirements (types, grades, classes, and other related items)
32、 specified in the referenced Applicable Publications. Delete sections not applicable to project. 2.1 FACTORY-ASSEMBLED PRODUCTS A. Standardization of components shall be maximized to reduce spare part requirements. The Contractor shall guarantee performance of assemblies of components, and shall rep
33、air or replace elements of the assemblies as required to deliver specified performance of the complete assembly. SPEC WRITER NOTE: Retain one or more of paragraphs below. If retaining more than one type of pipe, indicate location of each type on Drawings. 2.2 STEEL PIPE AND FITTINGS A. Steel pipe an
34、d fittings shall be as per ASTM A760. B. Type of pipe: / I / II / IR / IIR /. SPEC WRITER NOTE: If Type I or II is selected, use Paragraph C. If Type IR or IIR is selected, use Paragraph D. C. Corrugations: / Annular / Helical / 2-2/3 by 1/2 inch (68 by 13 mm) corrugations. D. Corrugations: Helical
35、3/4 by 3/4 by 7-1/2 inch (19 by 19 by 190 mm) corrugations. E. Internal Coating: Internal coating shall be / fully bituminous coated (AASHTO M190 Type A) / half bituminous coated, part paved (AASHTO M190 Type B) / fully bituminous coated, part paved (AASHTO M190 Type C) / fully bituminous coated, fu
36、lly paved (AASHTO M190 Type D) / concrete lined as per ASTM A849 / polymer precoated, part paved (AASHTO M190, Type B modified) / polymer precoated, fully paved (AASHTO M190, Type D modified) /. F. Exterior Coating: / Aluminum / Zinc / Polymer / Coated. Provided by IHSNot for ResaleNo reproduction o
37、r networking permitted without license from IHS-,-,-10-11 33 40 00-8 G. Gaskets: ASTM D1056, Type 2, / A1 / B3 /. H. Connecting Bands: To be same type and size as the ends of the pipe being connected. 2.3 ALUMINUM PIPE AND FITTINGS A. Corrugated aluminum pipe and fittings shall be ASTM B745, Type I
38、with fittings of similar form and construction as pipe. 1. Special-joint bands shall be corrugated steel with O-ring seals. 2. Standard-joint bands shall be corrugated steel. 2.4 ABS PIPE AND FITTINGS A. ABS Sewer Pipe and Fittings: Pipe and fittings shall conform to ASTM D2751, with bell-and-spigot
39、 ends for gasketed joints. 1. NPS 3 to NPS 6 (DN 80 to DN 150): SDR 35. 2. NPS 8 to NPS 12 (DN 200 to DN 300): SDR 42. B. Gaskets: ASTM F477, elastomeric seals. 2.5 PE PIPE AND FITTINGS A. Corrugated PE drainage pipe and fittings, NPS 3 to NPS 10 (DN 80 to DN 250); ASTM F714, SDR 21 with smooth wate
40、rway for coupling joints. SPEC WRITER NOTE: Select Paragraph 1 or 2 below. If both types of couplings are required indicate on Drawings location for different couplings. 1. Silt-tight Couplings: PE sleeve with ASTM D1056, Type 2, Class A, Grade 2 gasket material that mates with tube and fittings. 2.
41、 Soil-tight Couplings: AASHTO M252, corrugated, matching tube and fittings. B. Corrugated PE pipe and fittings, NPS 12 to NPS 60 (DN 300 to DN 1500); / AASHTO M294, Type S / ASTM F714, SDR 21 for pipes 3 to 24 inches (300 to 600 mm) / with smooth waterway for coupling joints. Pipe shall be produced
42、from PE certified by the resin producer as meeting the requirements of ASTM D3350, minimum cell class 335434C. SPEC WRITER NOTE: Select Paragraph 1, 2 or 3 below. If both types of couplings are required indicate on Drawings location for different couplings. 1. Silt-tight Couplings: PE sleeve with AS
43、TM D1056, Type 2, Class A, Grade 2 gasket material that mates with tube and fittings. 2. Soil-tight Couplings: AASHTO M252, corrugated, matching tube and fittings. 3. Water tight joints shall be made using a PVC or PE coupling and rubber gaskets as recommended by the pipe manufacturer. Rubber Provid
44、ed by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-10-11 33 40 00-9 gaskets shall conform to ASTM F477. Soil tight joints shall conform to requirements in AASHTO HB-17, Division II, for soil tightness and shall be as recommended by the manufacturer. C. Profil
45、e Wall PE Pipe: Pipe shall comply with ASTM F894, Class 160. 1. Profile Wall PE Plastic Pipe Joints: Joints shall be as per ASTM F894, / gasket / or / thermal / weld type with integral bell. D. PVC Pipe And Fittings 1. PVC Cellular-Core Pipe And Fittings: ASTM F891, Sewer and Drain Series, PS 50 min
46、imum stiffness, PVC cellular-core pipe with plain ends for solvent-cemented joints. 2. Fittings: ASTM D3034, / SDR 35 / Insert SDR /, PVC socket-type fittings. E. PVC Corrugated Sewer Piping 1. Pipe: ASTM F949, PVC, corrugated pipe with bell-and-spigot ends for gasketed joints. 2. Fittings: ASTM F94
47、9, PVC molded or fabricated, socket type. 3. Gaskets: ASTM F477, elastomeric seals. F. PVC Profile Sewer Piping 1. Pipe: ASTM F794, PVC profile, gravity sewer pipe with bell-and-spigot ends. 2. Fittings: ASTM D3034, PVC with bell ends. 3. Gaskets: ASTM F477, elastomeric seals. G. PVC Type PSM Sewer
48、Piping 1. Pipe: ASTM D3034, / SDR 35 / Insert SDR /, PVC Type PSM sewer pipe with bell-and-spigot ends. 2. Fittings: ASTM D3034, PVC with bell ends. 3. Gaskets: ASTM F477, elastomeric seals. H. PVC Gravity Sewer Piping 1. Pipe and fittings shall be ASTM F679, / T-1 / T-2 / wall thickness, PVC gravit
49、y sewer pipe with bell-and-spigot ends. 2. Gaskets: ASTM F477, elastomeric seals for gasketed joints. I. PVC Pressure Piping 1. Pipe: AWWA C900, / Class 100 / Class 150 / and / Class 200 / PVC pipe with bell-and-spigot ends for gasketed joints. 2. Fittings: AWWA C900, / Class 100 / Class 150 / and /
