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HomeMy WebLinkAboutHarmony at Arlington - Storm Submittals HARMONY AT ARLINGTON SUBMITTAL CONTRACTOR: BYK CONSTRUCTION STORM ICONIX QUOTE # U2510008532 0 1CONIX 1687 Port Drive T 360.707.5958 waterworks Burlington, Washington F 360.757.1643 USA 98233 iconixww.com ADS N-120WT (per AASHTO) submittal Package X Y 10 I a + ,r Package Contents 1. Sell Sheet 2. Specification 3. Technical notes 4. Corrugated plastic pipe installation guide adspipe.com 800-821-6710 N-12' WT IB Pipe (per AASPTO) N-12 WT IB pipe (per AASHTO) incorporates patented technology to provide a superior watertight joint.An exterior bell wrap provides a visual indicator to customers and inspectors that a watertight joint is being used. A patented gasket,which meets all ASTM F477 requirements, increases its sealing forces as intermittent internal or external hydrostatic pressure occurs.The flared bell and spigot improve east of installation. N-12 is manufactured utilizing high-density polyethylene (HDPE)for excellent abrasion and corrosion resistance. Applications • Storm sewers • Culverts &cross drains • Retention/Detention • Slope/edge drains • Ditch enclosures • Mining/Forestry/Industrial Features Benefits • 4"-60" 000-1500 mm) diameters available • Variety of diameters and lengths that will fit any • Nominal 20' (6 m) and 13' (4 m) lengths available project • Integral bell and factory-installed gasket • Factory-installed gaskets and built-in bell allow for • joint meets or exceeds ASTM D3212 lab test as well efficient installation and reduced opportunities for as ASTM F2487 and ASTM F1417 watertight field test risk • Exceptional joint strength • Installation cost savings from lower shipping costs, • Light weight reduced labor and less heavy equipment • Structural strength will support H-25 or HL-93 live • Hydraulic efficiency from smooth interior loads with 12" (300 mm) minimum cover; 60" (1500 • Long-term durability of HDPE mm) requires 24" (600 mm) cover for H-25 or HL-93 live loads ADS N-12 WT IB Pipe (per AASHTO) Specification Scope This specification describes 4- through 60-inch (100 to 1500 mm) ADS N-12 WT IB pipe (per AASHTO) for use in gravity-flow land drainage applications. Pipe Requirements ADS N-12 WT IB pipe (per AASHTO) shall have a smooth interior and annular exterior corrugations. • 4-through 60-inch (100 to 250 mm) shall meet AASHTO M252,Type S • 12-through 60-inch (300 to 1500 mm) pipe shall meet AASHTO M294,Type S or ASTM F2306 • Manning's "n" value for use in design shall be 0.012. joint Performance Pipe shall be joined using a bell & spigot joint meeting the requirements of AASHTO M252, AASHTO M294, or ASTM F2306. The joint shall be watertight according to the requirements of ASTM D3212. Gaskets shall meet the requirements of ASTM F477. Gaskets shall meet the requirements of ASTM F477. Gaskets shall be installed by the pipe manufacturer and covered with a removable, protective wrap to ensure the gasket is free from debris. A joint lubricant available from the manufacturer shall be used on the gasket and bell during assembly. 12-through 60-inch (300 to 1500 mm) diameters shall have an exterior bell wrap installed by the manufacturer. Fittings Fittings shall conform to AASHTO M252, AASHTO M294 or ASTM F2306. Bell and spigot connections shall utilize a welded bell and valley or saddle gasket meeting the watertight joint performance requirements of AASHTO M252,AASHTO M294 or ASTM F2306. Field Pipe and joint Performance To assure watertightness, field performance verification may be accomplished by testing in accordance with ASTM F2487. Appropriate safety precautions must be used when field testing any pipe material. Contact the manufacturer for recommended leakage rates. Material Properties Material for pipe and fitting production shall be high-density polyethylene conforming with the minimum requirements of cell classification 424420C for 4- through 10-inch (100 to 250 mm) diameters, and 435400C for 12- through 60-inch (300 to 1500 mm) diameters, as defined and described in the latest version of ASTM D3350,except that carbon black content should not exceed 4%.The 12-through 60-inch (300 to 1500 mm) pipe material shall comply with the notched constant ligament-stress (NCLS) test as specified in Sections 9.5 and 5.1 of AASHTO M294 and ASTM F2306, respectively. Installation Installation shall be in accordance with ASTM D2321 and ADS' recommended installation guidelines,with the exception that minimum cover in trafficked areas for 4-through 48-inch (100 to 1200 mm) diameters shall be one foot (0.3 m) and for 60-inch (1500 mm) diameter, the minimum cover shall be two feet (0.6 m) in single run applications. Backfill for minimum cover situations shall consist of Class 1 (compacted), Class 2 (minimum 90% SPD) or Class 3 (minimum 95%) material. Maximum fill heights depend on embedment material and compaction level; please refer to Technical Note 2.01. Contact your local ADS representative or visit our website adspipe.com for a copy of the latest installation guidelines. Pipe Dimensions* Nominal Diameter Pipe I.D. 4 6 8 10 12 5(375) 18 24 30 36 42 48 60 in(mm) (100) (150) (200) (250 (300) (450) (600) (750) (900) (1050) (1200) (1500) Pipe O.D. 4.8 6.9 9.1 11.4 14.5 18 22 36 42 48 54 67 in(mm) (122) (175) (231) (290 (368) (457) (559) 28(711) (914) (1067) (1219) (1372) (1702) *Check with sales representative for availability b ** e O.D.values are provided for reference purposes only,values stated for 12-through 60-inch are±1 inch. Contact a sales representative for exact values. / adspipe.com /IM- 800-821-6710 ADS"Terms and Conditions of Sale"are available on the ADS website,www.adspipe.com. ADST",N-121 and the Green Stripe are registered trademarks of Advanced Drainage Systems,Inc. ©2021 Advanced Drainage Systems,Inc.#10582 10/21 MH ADS, Inc. Drainage Handbook Specifications ♦ 1-6 ADS N-12° WT IB PIPE (PER AASHTO) SPECIFICATION Scope This specification describes 4-through 60-inch (100 to 1500 mm)ADS N-12 WT IB pipe (per AASHTO)for use in gravity-flow land drainage applications. Pipe Requirements ADS N-12 WT IB pipe (per AASHTO) shall have a smooth interior and annular exterior corrugations. • 4-through 10-inch (100 to 250 mm) pipe shall meet AASHTO M252, Type S. • 12-through 60-inch (300 to 1500 mm) pipe shall meet AASHTO M294, Type S or ASTM F2306. • Manning's "n"value for use in design shall be 0.012. Joint Performance Pipe shall be joined using a bell &spigot joint meeting the requirements of AASHTO M252, AASHTO M294, or ASTM F2306. The joint shall be watertight according to the requirements of ASTM D3212. Gaskets shall meet the requirements of ASTM F477. Gaskets shall be installed by the pipe manufacturer and covered with a removable, protective wrap to ensure the gasket is free from debris. A joint lubricant available from the manufacturer shall be used on the gasket and bell during assembly. 12-through 60-inch (300 to 1500 mm) diameters shall have an exterior bell wrap installed by the manufacturer. Fittings Fittings shall conform to AASHTO M252, AASHTO M294, or ASTM F2306. Bell and spigot connections shall utilize a welded bell and valley or saddle gasket meeting the watertight joint performance requirements of AASHTO M252, AASHTO M294, or ASTM F2306. Field Pipe and Joint Performance To assure watertightness, field performance verification may be accomplished by testing in accordance with ASTM F2487. Appropriate safety precautions must be used when field-testing any pipe material. Contact the manufacturer for recommended leakage rates. Material Properties Material for pipe and fitting production shall be high-density polyethylene conforming with the minimum requirements of cell classification 424420C for 4-through 10-inch (100 to 250 mm)diameters, and 435400C for 12-through 60-inch (300 to 1500 mm) diameters, as defined and described in the latest version of ASTM D3350, except that carbon black content should not exceed 4%. The 12-through 60-inch (300 to 1500 mm) pipe material shall comply with the notched constant ligament-stress (NCLS)test as specified in Sections 9.5 and 5.1 of AASHTO M294 and ASTM F2306 respectively. Installation Installation shall be in accordance with ASTM D2321 and ADS recommended installation guidelines, with the exception that minimum cover in trafficked areas for 4-through 48-inch (100 to 1200 mm)diameters shall be one foot. (0.3 m)and for 60-inch (1500 mm)diameter the minimum cover shall be 2 ft. (0.6 m) in single run applications. Backfill for minimum cover situations shall consist of Class 1 (compacted), Class 2 (minimum 90% SPD)or Class 3 (minimum 95%) material. Maximum fill heights depend on embedment material and compaction level; please refer to Technical Note 2.01. Contact your local ADS representative or visit our website at www.adspipe.com for a copy of the latest installation guidelines. Build America, Buy America (BABA) ADS N-12 WT IB pipe (per AASHTO), manufactured in accordance with AASHTO M252, AASHTO M294 or ASTM F2306, complies with the requirements in the Build America, Buy America (BABA)Act. Pipe Dimensions Pipe I.D. 4 6 8 10 12 15 18 24 30 36 42 48 60 in(mm) (100) (150) (200) (250) (300) (375) (450) (600) (750) (900) (1050) (1200) (1500) Pipe O.D.* 4.8 6.9 9.1 11.4 14.5 18 22 28 36 42 48 54 67 in(mm) (122) (175) (231) (290) (368) (457) (559) (711) (914) (1067) (1219) (1372) (1702) *Pipe O.D.values are provided for reference purposes only,values stat J for 12 through 60-inch are±1 inch.Contact a sales representative for exact values © ADS, Inc., November 2022 INJECTION MOLDED 900 BEND 4" - 12" DIAMETER PART# PIPE SIZE A JOINT 0499ST 4 in 3.7 in ST (100 mm) (93 mm) 0499WT 4 in 3.7 in WT 100 mm 93 mm 0699ST 6 in 5.2 in ST 150 mm 133 mm 0699WT 6 in 5.2 in WT 150 mm 133 mm 0899ST 8 in 6.9 in ST 200 mm 175 mm 0899WT 8 in 6.9 in WT A ' 200 mm 175 mm 1099ST 10 in 8.9 in ST 250 mm 227 mm 1099WT 10 in 8.9 in WT 250 mm 227 mm 1299ST 12 in 11.3 in ST , 1299WT 12 in 11.3 in WT 300 mm 286 mm NOTE: FITTINGS WHOSE PART NUMBERS END WITH"WT HAVE WATER TIGHT BELL CONNECTIONS. WATER TIGHT BELLS ARE SHOWN HERE IN THIS DRAWING AND REQUIRE GASKETS TO BE FITTED TO DUAL WALL PIPE TO FORM A WATER TIGHT JOINT.(GASKETS INCLUDED) FITTINGS WHOSE PART NUMBERS END WITH"ST" HAVE SOIL TIGHT BELL CONNECTIONS. SOIL TIGHT BELLS HAVE MOLDED CLEATS AND REQUIRE NO GASKET TO MAKE CONNECTION TO DUAL WALL PIPE. DRAWING#: 3300 DRAWN BY: JCB 07.31.06 //AX- APPROVED BY: NOTE:ALL FITTINGS DIMENSIONS ARE FOR REFERENCE ONLY REVISIONS: NJP 06.15.07 Advanced Drainage Systems,Inc. ©2023 Advanced Drainage Systems,Inc. Atkore Heritage Plastics PVC DR 35 Gasketed Sewer Pipe - West Conforms to ASTM D 3034 • Product manufactured with one integral gasketed bell per length • Each spigot end is beveled to facilitate assembly and reference marked to indicate proper insertion depth Pipe is produced in 14-foot and 20-foot laying lengths Standard color is green Part 16 Trade ti Length Dimensions Crate Size Number (ft) (in) Quantity 4 3040014G 14 4.215 3.96 0.120 107 1,176 6 3060014G 14 6.275 5.89 0.180 244 490 8 3080014G 14 8.400 7.89 0.240 445 280 8 3080020G 20 8.400 7.89 0.240 445 400 10 30100014G 14 10.500 9.86 0.300 699 168 12 30120014G 14 12.500 11.74 0.360 1,003 112 15 30150014G 14 15.300 14.37 0.437 1,491 84 www.atkore.com/heritageplastics 1-81OW Sewer Pipe D3O34 Gasketed Data Sheet 05.21 Heritage Plasticif" PVC Solvent-Weld Sewer Pipe • ASTM D 3034 SD 35 prior to perforation • Solvent-weld bells • 10 and 20-foot overall lengths • White in color O.D.Trade Part Length Average Approximate Weight Standard Crate Size Number (feetl Solid-wall 3040010 10 4.215 103 630 4 3040020 20 4.215 103 1,260 3060010 10 6.275 236 260 6 3060020 20 6.275 236 520 Perforated 304001OF 10 4.215 103 630 4 304002OF 20 4.215 103 1,260 306001OF 10 6.275 236 260 6 306002OF 20 6.275 236 520 Location of Print Line and Perforations PRINT LINE 1200 HOLE 120° Perforation Specifications:Two rows of'h°diameter holes with hole spacing of 5"center-to-center. NOTE:Special orders are non-cancelable,non-returnable and non-refundable. atkore.com/heritageplastics PVC GASKET SEWER PIPING SYSTEMS Ringmtiotel M U N I C I PAL SYSTE M S PVC SEWER PIPING SYSTEM MANUFACTURED TO CSA & ASTM STANDARDS • IPEX Ring-Tite°4' - 60" (100mm - 1,500mm) I 1 Pon X byaliaxis We build tough products for tough environments* R0 in -Tits 4" - 60" (100mm - 1,500mm) PERFORMANCE- PROVEN TOUGHNESS Ring-Tite°piping systems are SDR35 and SDR28 sewer pipes and fittings manufactured to demanding ASTM, BNQ and CSA standards. Ring-Tite joints can withstand well in excess of both the ASTM and CSA requirements. TIGHT JOINTS & CHEMICAL RESISTANCE LOWER TREATMENT COSTS PVC is virtually immune to chemical attack Eliminate infiltration and exfiltration.Ring-Tite's 50 psi capable from any type of sewage.Hydrogen Sulphide joints easily outperform concrete and corrugated PE joints. attack,which causes millions of dollars of damage to concrete and metal infrastructure, will not affect Ring-Tite. SUPERIOR FLOW CHARACTERISTICS Because of the smooth inside wall of Ring-Tite,a Manning's STRESS CRACK RESISTANCE coefficient of 0.009 can be used when designing systems using Ring-Tite pipe.This compares with Manning's While some HDPE pipes have been found coefficients of up to 0.023 for other materials like clay or to crack prematurely under load,Ring- concrete. Tite's tough PVC construction and superior formulation has been proven to be immune to these problems. ABRASION RESISTANCE Ring-Tite has been proven to be more abrasion resistant than SP 410 K other profile pipes,and has out-performed concrete pipe in CSA ASTM NQ 3624- testing at California State University. B182.2 F679 130/135 SAMPLE SPECIFICATION General Main line sewers will be PVC SDR35 sewer pipe and shall be in compliance with ASTM D3034 or ASTM F679 and third party certified to CSA B182.2.Sewer laterals will be PVC SDR28 sewer pipe and shall be third party certified by CSA as above. Joints Pipe Stiffness Fittings Sealing gaskets must meet the The minimum ring stiffness shall Injection-molded gasketed PVC fittings requirements of ASTM D3034 or ASTM be 320 kPa(46 psi)for SDR35 pipe shall meet the requirements of ASTM F679,CSA B182.2.In addition,the pipe and 625 kPa(90 psi)for SDR 28. 3034 and ASTM F1336 and shall be joints must be able to withstand a This stiffness will be determined certified to CSA B182.1 or CSA B182.2. minimum hydrostatic pressure of 345 kPa using the test methods Fabricated fittings must conform to (50 psi)without leakage. prescribed by ASTM D3034 and ASTM F1336 and CSA B182.2 ASTM F679. r Percent N Deflection of Ring-Tite (SDR 35 pipe) ManufacturedASTM Clean Sand& Sand&GravelEmbedment Granular Gravel with Fines Material . . Classification CLASS I IV JOINT TIGHTNESS Density •Ring-Tite pipe joints have been third AASHO party tested to withstand a 345 0 2,760 kPa(50 psi)hydrostatic pressure. 700 • • • • • • ••000) •• Injection molded fittings have also Height of Cover been laboratory tested to withstand m ft a 345 kPa(50 psi)pressure in an 1 3.3 0.3 0.5 1.0 1.0 1.7 2.1 undeflected straight alignment.This 2 6.6 0.4 0.5 1.0 1.0 1.8 2.2 does not mean that installations should be tested to these pressures 3 9.8 0.4 0.6 1.2 1.2 2.2 2.6 in the field,as these pressures could 4 13.1 0.6 0.8 1.6 1.6 2.9 3.5 damage manholes,laterals or 5 16.4 0.7 1.1 2.0 2.0 3.7 4.4 other appurtenances that are not 6 19.7 0.9 1.3 2.4 2.4 4.4 5.3 tested to the same standards as the 7 23.0 1.0 1.5 2.8 2.8 5.1 6.1 pipe and fittings.We recommend 8 26.3 1.2 1.7 3.2 3.2 5.9 7.0 the testing procedures outlined 9 29.5 1.3 1.9 3.6 3.6 6.6 7.9 in our Installation Guide,which is 10 32.8 1.4 2.1 4.0 4.0 7.3 8.8 available upon request or can be 1s 49.2 2.2 3.2 6.0 6.0 11.0 ' 13.1 downloaded from ipexna.com m Not Recommended Dimensions SDR35 SDR28 Min.Wall Min.Wall Thickness Thickness in MM in MM 4 100 3.97 100.94 0.12 3.06 4.21 107.06 3.91 99.42 0.15 3.82 4.21 107.06 5.24 133.02 0.20 5.12 5.64 143.26 6 150 5.92 150.29 0.18 4.55 6.28 159.39 5.83 148.01 0.22 5.69 6.28 159.39 10 250 9.90 251.46 0.30 7.62 10.50 266.70 - - - - - - 12 300 11.79 299.36 0.36 9.07 12.50 317.50 - - - - - - 15 375 14.43 366.42 0.44 11.10 15.30 388.62 - - - - - - 18 450 17.63 447.87 0.53 13.57 18.70 475.01 - - - - - - 21 525 20.79 527.99 0.63 16.00 22.05 559.99 - - - - - - 24 600 23.39 594.00 0.71 18.00 24.80 630.00 - - - - - - 27 675 26.36 669.42 0.80 20.29 27.95 710.00 - - - - - - 30 750 30.17 766.36 0.91 23.22 32.00 812.80 - - - - - - 36 900 36.11 917.22 1.09 27.79 38.30 972.80 - - - - - - 42 1,050 41.95 1,065.72 1.27 32.29 44.50 1,130.30 - - - - - - 48 1,200 47.89 1,216.56 1.45 36.87 50.79 1,290.30 - - - - - - 54 1,350 54.27 1,378.49 1.64 41.77 57.55 1,462.00 - - - - - - 60 1,500 58.08 1,475.48 1.76 44.71 61.61 1,564.90 - - - - - - Ring-Tite fittings are injection molded in most configurations up to 375mm(15")nominal diameter. Larger sizes are fabricated from sections of pipe. Westlake Pipe & Fittings ASTM D3034/I13 Gasketed Integral Bell PVC Gravity Sewer Pipe Certification ASTM D3034/I13 Gasketed Integral Bell PVC Gravity Sewer Pipe (sizes 4" through 15"; SDR 35, SDR 26, and SDR 23.5), provided by Westlake Pipe & Fittings, is manufactured in accordance with ASTM D3034. The PVC material conforms to a minimum cell classification of 12454 or 12364 as defined by ASTM D1784. The standard pipe laying length is 14 or 20 feet. Pipe supplied for gravity sewer applications is green in color. ASTM D3034 gasketed pipe products are offered in solid wall plain end, solid wall bell end, 2 row perforated bell end, and 3 row perforated bell end designs. All perforation holes are 1/2" in diameter, on 5" centers, and parallel to the axis of the pipe. The rows of the 2 row perforated design are spaced 120' apart. The rows of the 3 row perforated design are spaced 60' apart. Gasketed Integral Bell pipe products meet the requirements of ASTM D3212. Unless otherwise specified, all products are supplied with styrene-butadiene rubber (SBR) gaskets. Acrylonitrile butadiene rubber (NBR)and ethylene propylene diene monomer rubber(EPDM)gaskets are available as optional upgrades. All gasket material options meet the requirements of ASTM F477. These products provide a minimum pipe stiffness of 46 psi (SDR 35), 115 psi (SDR 26), or 153 psi (SDR 23.5)as defined by ASTM D2412. The following pipe products made at our Lodi, CA; Wichita Falls, TX; and Yucca, AZ plants are listed by IAPMO to be in compliance with the Uniform Plumbing Code (UPC°), International Plumbing Code (IPC®), and ASTM D : • SDR 35—4" 6", 3", 10", 12", 15" • SDR 26—4", 6", 8", 10", 12", 15" Certifications are based on the applicable edition of the referenced standard in effect on the date of manufacture. If we may be of further assistance, please contact Technical Services at tech nical(cbwestlakepipe.com. Sincerely ��>w4y-- Joshua E. Clapper Director, Product Marketing, Marketing and Development PI-CL-014 A02 . : ' Westlake Pipe & Fittings Reference Standards: • ASTM D1784 Standard Specification for Rigid Poly(Vinyl Chloride) (PVC) Compounds and Chlorinated Poly(Vinyl Chloride) (CPVC) Compounds • ASTM D2412 Standard Test Method for Determination of External Loading Characteristics of Plastic Pipe by Parallel-Plate Loading • ASTM D3034 Standard Specification for Type PSM Poly(Vinyl Chloride) (PVC) Sewer Pipe and Fittings • ASTM D3212 Standard Specification for Joints for Drain and Sewer Plastic Pipes Using Flexible Elastomeric Seals • ASTM F477 Standard Specification for Elastomeric Seals (Gaskets) for Joining Plastic Pipe PI-CL-014 A02 2 FCAEf L InE-N orthwest, PVC SDR 35 D-3034 SEWER PIPE �� SOLVENT WELD c CNWPVC-353034SW MARCH, 2012 PLEASE ORDER BY PART NUMBER. WEIGHT FEET PERCENT MIN. 10' BELLED END MIN. PER PER OF BELL PART SIZE O.D. I.D. WALL 100, PALLET TL LENGTH NO. SOLVENT WELD 4"SOLID 4.215 3.975 .120 106.51 900 4.2 3.5 53115 PVC-SEWER SDR 35 4" PERF 4.215 3.975 .120 106.51 900 4.2 3.5 53120 ASTM D-3034 SOLID 6"SOLID 6.275 5.915 .180 238.40 350 4.1 4.0 53180 PERFORATED 6" PERF 6.275 5.915 .180 238.40 350 4.1 4.0 53195 GREEN WEIGHT FEET PERCENT MIN. 20' BELLED END MIN. PER PER OF BELL PART SIZE O.D. I.D. WALL 100, PALLET TL LENGTH NO. SOLVENT WELD 4"SOLID 4.215 3.975 .120 106.51 1200 6.6 3.5 53118 PVC-SEWER SDR 35 4" PERF 4.215 3.975 .120 106.51 1200 6.6 3.5 53122 ASTM D-3034 SOLID 6"SOLID 6.275 5.915 .180 238.40 700 9.7 4.0 53183 PERFORATED 6" PERF 6.275 5.915 .180 238.40 700 9.7 4.0 53197 GREEN WEIGHT FEET PERCENT MIN. 10' BELLED END MIN. PER PER OF BELL PART SIZE O.D. I.D. WALL 100, PALLET TL LENGTH NO. SOLVENT WELD 4"SOLID 4.215 3.975 .120 106.51 900 4.2 3.5 53112 PVC-SEWER SDR 35 4" PERF 4.215 3.975 .120 106.51 900 4.2 3.5 53119 ASTM D-3034 SOLID 6"SOLID 6.275 5.915 .180 238.40 350 4.1 4.0 53179 PERFORATED r6- ERF 6.275 5.915 .180 238.40 350 4.1 4.0 53196 WHITE WEIGHT FEET PERCENT MIN. 20' BELLED END MIN. PER PER OF BELL PART SIZE O.D. I.D. WALL 100, PALLET TL LENGTH NO. SOLVENT WELD 4"SOLID 4.215 3.975 .120 106.51 1200 6.6 3.5 53113 PVC-SEWER SDR 35 4" PERF 4.215 3.975 .120 106.51 1200 6.6 3.5 53121 ASTM D-3034 SOLID 6"SOLID 6.275 5.915 .180 238.40 700 9.7 4.0 53184 PERFORATED 6" PERF 6.275 5.915 .180 238.40 700 9.7 4.0 53198 WHITE REFER TO ASTM D-2321 FOR PROPER INSTALLATION PROCEDURES OF SDR-35 SEWER PIPE. INSTALL AS DIRECTED BY ASTM D-2321. PERFORATIONS ARE 2 ROWS OF%" HOLES ON 5"CENTERS 120'APART. CRESLINE-NORTHWEST,LLC. CORPORATE HEADQUARTERS:600 CROSS POINTE BOULEVARD •EVANSVILLE,IN 47715 •TELEPHONE(812)428-9300 PLANT:223 MAURIN ROAD •CHEHALIS,WA 98532 •TELEPHONE(360)740-0708•FAX(360)740-0721 www.cresline.com �MtF�4_AJ SDR35 D 3034 PS46 F 679 FITTING SPECIFICATIONS 1.0 GPK PVC Sewer Fittings shall be manufactured in accordance with either ASTM D 3034, F1336 or F 679. The PVC material shall have a minimum cell classification of 12454, 13343 or 12364 as defined in ASTM D 1784. 2.0 The purpose of GPK in-line fittings is to convey municipal sanitary and industrial wastes,storm water runoff and many other related applications.They are designed to be used in gravity flow and low pressure applications not to exceed 10.8 psi. (74.5 kPa). 3.0 Injection Molded Fittings are produced in sizes 4" (100mm)through 12" (300mm)diameter. Fabricated Fittings are produced in sizes 4" (100mm)through 36"(973mm)diameter.A fabricated fitting is considered any fitting made from pipe or a combination of pipe and molded components. 4.0 Chemical Resistance GPK fittings resist attack from certain alcohols,alkalies, salt solutions,acids and other types of chemicals. Refer to chemical resistant chart for suitability. 5.0 Marking.GPK fittings shall be marked with applicable size, "PVC",company name or logo, PSM and the ASTM specification number(D 3034, F 1336 or F679).The fittings and/or packaging shall include the manufacturer's date and shlft code. 6.0 Testing.A test after installation of either low pressure air(Uni-B-6)or a water infiltration-exfiltration test is recommended. 7.0 Deflection Test.The maximum allowable pipe fitting deflection should be 7%%of base ID as shown in table X1.1 of D 3034, and X2.1 of F 679. 8.0 Backfilling and Tamping. Backfilling should follow closely after assembly of pipe and fittings. 8.1 Backfilling.with proper material is important to achieve desired density in haunching area which enables pipe,fitting and soil to work together to meet designed load requirements.This eliminates excess deflection and shear breaks due to heavy loads.Approved material shall be used properly,compacted continuously above and around the pipe and fittings as well as between fitting and trench wall.A cushion of approved material up to a minimum of 12" (305mm)over the fittings and between the trench walls shall be applied in accordance with the engineers'specifications. 8.2 Tamping.This shall be done by hand tamping of the embedment material between the trench wall of the service line fitting and riser connection.Tamping can also be done by mechanical tampers or by using water to consolidate the embedment material. Extreme unstable ground conditions may require wider trenches to enable you to compact a larger area around the pipe and fittings to the density consistent of the original ground surface conditions. 9.0 Service Lines. Normally,service lines from the property line to the collection sewer should be a minimum depth of 3 feet(1 meter)at the property line and should be laid in straight alignment and uniform slope of not less than%" per foot(20.8mm/meter)for 4" (100mm) nominal pipe and 1/8" (10.4mm/meter) per foot for 6" (150mm) pipe.Where collection sewers are deeper than 7 feet(2 meters)a vertical standpipe or stack is permitted but not recommended,consult the project engineer for proper installation details. Deep sewer chimney and risers necessitate extreme care during backfilling.Where surface loading is 1IPage 811 1pq,��J SDR35 D 3034 / PS46 F 679 FITTING SPECIFICATIONS anticipated the final backfill must be compacted to a density compatible with those surface loads to be encountered. 9.1 Backfilling around pipe service laterals on slope. Extra attention should be given on slopes to prevent the newly backfilled trench from becoming a "French Drain". Before backfilling completely there is a tendency for ground and surface water to follow the direction of the looser soil.This flow may wash out soil from under or around pipe and branch line fittings, reducing or eliminating the support needed.To avoid this problem the backfilling should be of greater compaction.Tamping should be done in 4" (100mm) layers and continued in this manner all the way up to the ground or surface line of the trench. Concrete collars or other concrete poured around the fitting to stabilize unwanted movement is recommended to prevent water from undercutting the underside of the pipe and fittings. Summary: Due to various ground conditions and different situations, installation techniques vary widely. We warranty our products to be free of manufacturer's defects.We will not replace the products that are installed or used incorrectly.The design of the systems that our product is used in is a factor that cannot be overlooked. Intro: GPK manufactures PVC sewer fittings in accordance with either ASTM D 3034, F 1336 or F 679 to be used in gravity flow or low pressure applications. Injection molded fittings are produced in sizes 4" (100mm)through 12" (300mm) diameter. Fabricated fittings are produced in sizes 4" (100mm)through 36" (973mm)diameter. Material: Fabricated fittings are manufactured from PVC pipe and molded components meeting the requirements of either ASTM D 3034, F 1336 or F 679 for workmanship,extrusion quality, stiffness, impact resistance,dimensions and structural performance. Extruded pipe components are made from PVC material with a minimum cell classification of 12454, 13343 or 12364 as defined in ASTM D1784. Injection molded fittings are made from PVC material with a minimum cell classification of 12454 or 13343 as defined in ASTM D 1784. Extrusion Quality: Extruded components are tested in accordance with and meet the requirements of ASTM D 2152 for properly fused PVC. Impact Resistance: Extruded Components are tested in accordance with ASTM D 2444 using a 20 lb (9.07kg).Tup A and a Flat Plate Holder B.The strength shall equal or exceed the values shown below: 4"—5" 150 Ft-Lbs 6"—8" 210 Ft-Lbs 10"—36" 220 Ft-Lbs (100mm—125mm 203 J) (150mm—200mm 284 J) (250mm—973mm 299 J) Impact Resistance: Injection molded fittings are tested in accordance with ASTM D 2444 using a 20 lb (9.07kg).Tup A and a Flat Plate Holder B.The strength shall equal or exceed the values shown below: 4"50 Ft-Lbs 6"—8" 75 Ft-Lbs 10"—12"90 Ft-Lbs (100mm 68 J) (150mm—200mm 102 J) (250mm—300mm 122 J) Pipe Stiffness: Extruded Components are tested in accordance with ASTM D 2412.The stiffness equals or exceeds the requirements of ASTM D 3034 and F 679. 2 1 P a g e 811 �MtF�4-AJ SDR35 D 3034 PS46 F 679 FITTING SPECIFICATIONS Pipe Flattening: Extruded components are flattened as described in ASTM D 3034 and F 679 until the distance between the plates is 40%of the outside diameter of the pipe.There shall be no splitting, cracking or breaking. Pressure/Pressure Deflection: Gasketed joints are tested in accordance with ASTM D 3212. Pressure: 10 minutes @ 10.8 psi (74.5 kPa)+10 minutes deflected @ 10.8 psi (74.5 kPa). Vacuum: 10 minutes @ 22 in. Hg(74 kPa)+ 10 minutes deflected @ 22 in. Hg (74kPa). Branch Bending: The chemically fused areas around the fabricated branches of tee,wye and tee-wye fittings are tested to ASTM F 1336 to verify their strength and integrity. Pipe Stop Support: Tee and tee-wye fittings are tested to requirements of ASTM F 1336 for pipe stop load support. No cracking or splitting shall occur and pipe spigot shall not protrude into waterway of the fitting. Joining Methods: Chemically Fused Solvent Weld Joints Solvent cement is handled and tested in accordance with ASTM D 2564 and D 2855.The Lap Shear Strength shall equal or exceed 900 psi (6205 kPa) @ 72 hours. Heat Fusion Welded Joints(Butt Fusion Welds) Elastomeric Seals(Gaskets) Must meet all requirements of ASTM F 477 and D 3212. Saddles: Injection Molded saddle tees and saddle wyes shall have skirts with a minimum of 80 square inches(516 square cm)surface area which can be bonded to pipe. Fabricated saddle tees and saddle wyes shall have skirts with a minimum of 160 square inches (1032 square cm)surface area which can be bonded to pipe. The worm drive saddle straps used to fasten the saddles are manufactured with corrosion resistant 300 series AISI stainless steel. GPK does not recommend gasket skirts where air tests are required. Epoxy Reinforced Welds. Threads: Threads shall be American National Standard Taper Pipe Threads (ANSI 131.20.1) which shall be gauged in accordance with ASTM Method D-2122. 3 1 P a g e 811 TECHNICAL WE PUT W^TER IN ITS - SPECIFICATIONS 12" x 12" ATRIUM GRATE a D 1 %" 11 Y4 V Grate Opening Material: UV Protected High Density Polyethylene (HDPE) Weight: 1.74 Ibs Colors: Green (1280), Black (1290) Fits: Use with 12" Catch basin series Grate Openings: 50.60 in Will accommodate 154.79 gallons per minute with 1/2" of head 851 N.Harvard Avenue Lindsay,CA 93247 visit • • • • • specs, - af . i detail drawings, and case studies "W\I/