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Submittals #14-089 SUBMITTAL INFORMATION Brass Saddles - (202B-xxx-xxxstyle) 202B DOUBLE STRAP BRASS SADDLES Brass nuts EPDM Gasket Silicon bronze straps N. PO.D.A.C S OMIPEPPROXATALOG UBMITTED SRW. L.N I() IZEANGETBSUMBER TEMS 4.80 - 5.406.6202B-540-Tap *4" 4.80 - 5.107.3202B-510-Tap 5.10 - 5.407.3202B-540-Tap **6" 6.90 - 7.507.7202B-750-Tap 8" 9.05 - 9.628.8202B-962-Tap 10" 11.10 - 12.1210.7202B-1212-Tap 12" 13.20 - 14.3811.8202B-1438-Tap **14" 15.30 - 16.2518.0202B-1625-Tap 16.30 - 17.2519.1202B-1725-Tap **16" 17.40 - 18.4023.0202B-1840-Tap 18.50 - 19.2524.0202B-1925-Tap **18" 19.50 - 20.5025.0202B-2050-Tap 21.20 - 22.2025.5202B-2220-Tap **20" 22.50 - 23.5025.7202B-2350-Tap 23.80 - 24.8026.0202B-2480-Tap **24" 25.60 - 26.5026.5202B-2650-Tap **30" 31.74 - 32.7427.0202B-3274-Tap O T C UTLETAPODE CC (AWWA) TIP T HREADHREAD S I() UBMITTEDTEMS TC NTC N HREADODEUMBERHREADODEUMBER 3/4" IP IP3 3/4" CC CC3 1" IP IP4 1" CC CC4 1-1/4" IP IP5 1-1/4" CC CC5 1-1/2" IP IP6 1-1/2" CC CC6 2" IP IP7 2" CC CC7 Contact factory for availability Please Note: * 4" Saddles with 2" taps have a limited range. Specifically, 4. have the standard 4.80 - 5.40 range. **Only the 6" (6.90-7.50 range) saddle and 14" saddles and large *To Order: Select the catalog number for the desired pipe range and comple outlet thread tap code. Example: A double strap saddle for 6. be 202B-750-CC3. FEATURES ¤ All brass conforms to AWWA Standard C800 (ASTM B-62 and/or AS UNS NO C83600 - 85-5-5-5) ¤ Straps are 5/8" high quality silicon bronze flattened to prov ¤ Gasket is EPDM rubber ASTM D2000 ¤ Approved to ANSI/NSF Standard 61 (2007a) ¤ 200 PSI rated working water pressure through 14" nominal pip The Ford Meter Box Company considers the information in this sub option availability, including specifications, are subject to change without notice. Submitted By: The Ford Meter Box Company, Inc. P.O. Box 443, Wabash, Indiana U.S.A. 46992-0443 Phone: 260-563-3171 / Fax: 800-826-3487 Overseas Fax: 260-563-0167 http://www.fordmeterbox.com 09/18/13 29U-Domestic Heavy Duty C ast Iron C urb, Service, & Valve Boxes + Components Revised 0/1 SUBMITTAL (Current Revisions for All Standards Apply) SIZES: ............................Adjustable Slip and Screw type with 9 to 72 (Lengths noted do not include the addition of risers, extension See the C atalog or List Pr i ce guide for acc ess., lids, rings, bases, risers, meter covers, etc. STANDARDS: .................Produced with Class 35 cast iron in accordance with and meet ing all applicable terms and provisions of ASTM A-48. All Tyler Union valve boxes w hen properly installed are suitable for use in conjunction with projects utilizing American Association of State Highway and Transportation Officials (AASHTO) standards and prov INSTALLATION: .............Per AWWA M44, Manual of Water Supply Practices COATING: ......................The asphaltic bituminous coating is applied to a thickness 1.5 mil and the coating once dry is neither brittle when exposed to cold or stic For 4 to 12 Valves For 4 to 12 Valves For 3 to 20 Valves For 4 to 12 Valves 5¼ Shaft, Screw Type 5¼ Shaft, Slip Type 5¼ Shaft, Screw Type5¼ Shaft, Slip Type 7126 SLIP TYPE 6850 SCREW TYPE 6860 SCREW TYPE 6855 SLIP TYPE VALVE BOX VALVE BOX VALVE BOX VALVE BOX Cast Iron - 2 pieceCast Iron - 3 piece Cast Iron - 2 piece Extension Components Height Extension Extension Extension Components Height Components) Height Components Height 10T + 12B 27-37 10T + 24B 27-32 10T + 18B 33-42 10T + 24B 27-32 NOTE: with these Tops NOTE: Order Separately For ½ to 2 Curbstops 6500 SCREW TYPE T = Top CURB / SERVICE BOX B = Bottom Extension Componets In Inches EXT = Extension 18T & 27B 30-42 *Enlarged Base Available Tyler:11910 CR 492-Tyler,TX 75706-(800) 527-8478 Anniston:1-L 1- Corona:1001 El Camino Ave.-Corona, CA 92879-(866) 527-8471 Portland: 6204 N. Marine Dr.-Portland, OR 97203-(866) 527-8471 www.tylerunion.com An exposed auxiliary inlet connection with 500 G.P.M. inlet capacity to supplement fire protection water supply. Exposed design provides an economical method of satisfying Fire Dept. inlet requirements. Cast brass two-way inlet body STANDARD EQUIPMENT: only with single swing clapper and pin lug swivel back or angle outlet connection as selected by figure number. 6405 Back Outlet Figure No. 6405 SPECIFY THREAD. FINISH: BRANDING: Cast Brass *U/L LISTED OPTIONAL FINISHES: PB - Polished Brass RC - Rough Chrome Plated PC - Polished Chrome Plated Figure No. 6407 6407 Angle Outlet DOUBLE CLAPPER TWO-WAY INLETS An exposed auxiliary inlet connection with 500 G.P.M. Inlet capacity to supplement fire protection water supply. Exposed design provides an economical method of satisfying Fire Department Inlet requirements. STANDARD EQUIPMENT: Cast brass two-way inlet body only with double drop clappers and pin lug swivels; back or angle Figure No. 6410-6415 outlet connection as selected by figure number. Branding 6410 Back Outlet as selected. SPECIFY THREAD AND BRANDING. BRANDING: "Standpipe", "Auto Spkr." Cast Brass FINISH: OPTIONAL FINISHES: PB - Polished Brass RC - Rough Chrome Plated PC - Polished Chrome Plated 6420 Angle Outlet *U/L LISTED NY BSA-MEA APPROVED Page 6-15 SUBMITTAL INFORMATION Mechanical Joint Retainer (UFR1500-x-I style) 3" - 12" SERIES UFR1500 CIRCLE-LOCK MECHANICAL JOINT RESTRAINT F Ductile iron actuating screw, with the Auto-Tork break-away Safety stop insures ring segments can head design, insures proper torque during installation. never be over-tightened. Auto-TorkBolt Restraint Segment Gland body is of High Strength Ductile Iron per ASTM A536, Grade 65-45-12. Compatible with all mechanical joints Ring Segments are ductile Bolt Hole Cross Section conforming to ANSI / AWWA C111 / A21.11. iron per ASTM A536 and heat treated to a hardness of 370 FrontBack BHN minimum. - - 235 235 235 235 *Maximum O.D. of gland on pipe before Auto-Tork heads are remove **Maximum O.D. of gland on pipe after Auto-Tork heads are remove FEATURES ¤ Fits C900, C909 and ASTM D2241 IPS PVC ¤ Full circle contact and support of the pipe wall ¤ ÐAuto-TorkÑ actuating screws with heads specially designed to installation torque, leaving a hex head in case future system ¤ Restraining segments are mechanically retained in pockets ¤ Series 1500 eliminates the need to pour expensive and time co ¤ UL/FM approved, 4"-12" nominal size C900 PVC, for use on list ¤ Imported ductile iron castings ¤ Gland, screws and segments are black epoxy coated using the e ¤ Gland colored red for identification purposes ¤ Assembled, inspected and packaged in the U.S.A. The Ford Meter Box Company considers the information in this sub option availability, including specifications, are subject to change without notice. Submitted By: The Ford Meter Box Company, Inc. P.O. Box 443, Wabash, Indiana U.S.A. 46992-0443 Phone: 260-563-3171 / Fax: 800-826-3487 Overseas Fax: 260-563-0167 http://www.fordmeterbox.com 03/01/12 SUBMITTAL INFORMATION Corporation Stops - (F1000-x-G-NL style) AWWA/CC TAPER THREAD INLET BY GRIP JOINT FOR COPPER OR PLASTIC TUBING (CTS) OUTLET Solid one piece tee-head and keyBody Outlet ThreadsBeveled EPDM rubber gasket provides hydraulic seal Nylon Washer Phosphorous Bronze Gripper Ring for axial restraint AWWA/CC Threads Grip Joint Nut InletOutlet Length VB OA.P S ALVEODYUTLETPPROXART UBMITTED V SI SO S ALVEIZENLETIZEUTLETIZE LTW. LN I() ENGTHHREADSTBSUMBER TEMS 5/8” 5/8”3/4”3-1/2”3/4” Flare Copper1.4F1000-23-G-NL 3/4” 3/4”3/4”3-3/4”3/4” Flare Copper1.7F1000-3-G-NL 3/4” 3/4”1” 3-7/8”1” Flare Copper1.9F1000-34-G-NL 1” 1”1” 4-9/16”1” Flare Copper2.7F1000-4-G-NL 1” 1”1-1/4” 4-5/8”1-1/4” Flare Copper3.2F1000-45-G-NL Note:Ford recommends using insert stiffeners with plastic pipe or tubing. FEATURES • All brass that comes in contact with potable water conforms to AWWA Standard C800 (UNS NO C89833) • The product has the letters "NL" cast into the main body for proper identification • UL Classified to ANSI/NSF Standard 61 and Standard 61 Annex G (NSF/ANSI 372) • Brass components that do not come in contact with potable water conform to AWWA Standard C800 (ASTM B-62 and ASTM B-584, UNS NO C83600 - 85-5-5-5) • Body design provides larger, more rugged wrench flats for proper installation • Meets 100 PSI working pressure requirement of AWWA Standard C800 The Ford Meter Box Company considers the information in this submittal form to be correct at the time of publication. Item and option availability, including specifications, are subject to change without notice. Please verify that your product information is current. Submitted By: The Ford Meter Box Company, Inc. P.O. Box 443, Wabash, Indiana U.S.A. 46992-0443 Phone: 260-563-3171 / Fax: 800-826-3487 Overseas Fax: 260-563-0167 http://www.fordmeterbox.com 01/28/13 AMERICAN Flow Control Submittal Information 4 - 12 SERIES 2500-1 RESILIENT WEDGE GATE VALVE, NRS UL Listed FM Approved SK20041101-1 AWWA SHOWN WITH 2 OPERATING NUTSHOWN WITH OPTIONAL HANDHWEEL VALVE SIZE DIMENSION 4681012 End to End - MJ/MJ10.0010.5011.5012.5013.50 End to End - FL/FL9.0010.5011.5013.0014.00 End to End - TY/TY13.0015.8817.5018.7519.75 End to End - FL/MJ9.5010.5012.3813.6214.38 End to End - FL/TY11.0013.1914.5015.8816.88 End to End - PVC/ 13.0015.8817.50-- PVC A13.9117.1220.4724.0627.59 B2.502.502.502.502.50 C4.005.225.50-- D4.005.225.505.625.62 E9.0011.1913.5015.8818.00 F DIA1.001.001.001.311.31 Handwheel Diameter10.0012.0014.0015.5015.50 No. of Turns to Open1420263238 AMERICAN Flow Control Waterous Company P.O. Box 2727 125 Har Birmingham, Al. 35202-2727 South St. Paul, Phone: 1-800-326-8051 Phone: 1-888- Fax: 1-800-610-3569 Fax: 1-800- E-mail: afcsales@american-usa.com E-mail: afcsales@ameri OPTIONAL END CONNECTIONS WWW.AMERICAN-USA.COM Page 1 of 2GV11055Issued: 1/9/2012 REF DESCRIPTIONMATERIAL NO. 1Hex Head Bolt, 5/8-11 x 1304 Stainless Steel Operating Nut, 2Ductile Iron, ASTM A536 2 Square 3O-RingRubber 5Rubber O-ring Hex Head Bolt, 5/8-11 x 6304 Stainless Steel 1-3/4 7Ductile Iron, ASTM A536 8BonnetDuctile Iron, ASTM A536 10 Rubber 11BodyDuctile Iron, ASTM A536 Manganese Bronze, ASTM B763, UNS 12Stem C86700 Manganese Bronze, ASTM B763, UNS 13Wedge Nut C86700 EPDM Rubber Encapsulated Ductile 14Resilient Wedge Iron ASTM A536 15Hex Nut, 5/8-11304 Stainless Steel 17HandwheelDuctile Iron, ASTM A536 Hex Head Bolt, 5/8-11 x 19304 Stainless Steel 2-1/4 29Flat Washer, 5/8304 Stainless Steel 40UL/FM LabelPressure Sensitive Acrylic Film 49O-RingRubber 65Thrust Washer304 Stainless Steel 69Wedge CoverAcetal Polymer OPTIONAL MATERIALS ARE AS FOLLOWS BOLTS and NUTS: 316 Stainless Steel STEM: Cast NDZ-S Bronze, ASTM B763, UNS C99500 STEM: Stainless Steel WEDGE NUT: Silicon Bronze, ASTM B584, UNS C87600 Open Direction: Left (C.C.W.) Right (C.W NOTES: 3. Fusion-bonded epoxy-coated in accordance with ANSI/AWWA C550. PL52506-1 Construction shown is typical of the 6-inch size with mechanical- nections and is illustrative only. Construction of other sizes a AMERICAN Flow Control Waterous Company P.O. Box 2727 125 Har Birmingham, Al. 35202-2727 South St. Paul, Phone: 1-800-326-8051 Phone: 1-888- Fax: 1-800-610-3569 Fax: 1-800- E-mail: afcsales@american-usa.com E-mail: afcsales@ameri WWW.AMERICAN-USA.COM Page 2 of 2GV11055Issued: 1/9/2012 GRAVITY SEWER SUBMITTAL AND DATA SHEET 9 SDR 35 (PS46) ASTM D3034 4 4.2153.9750.1203.504.6951.05 6 6.2755.9150.1804.256.9952.36 8 8.4007.9200.2404.759.3604.24 10 10.5009.9000.3006.0011.7006.64 12 12.50011.7800.3606.2513.9409.50 15 15.30014.4260.4377.2517.04814.19 SDR 26 (PS115) ASTM D3034 4 4.2153.8910.1623.504.8631.40 6 6.2755.7930.2414.257.2393.11 8 8.4007.7540.3234.759.6925.63 10 10.5009.6920.4046.0012.1168.84 12 12.50011.5380.4816.2514.42412.56 15 15.30014.1240.5887.2517.65218.90 PS46, ASTM F679 18 18.70117.6290.4998.0020.84521.43 21 22.04720.7830.5889.5024.57529.88 24 24.80323.3810.6619.6027.64738.96 27 27.95326.3510.74510.1031.15749.47 30 CIOD 32.00030.1940.85316.7535.61264.18 36 CIOD 38.30036.0421.02119.0242.81693.00 42 CIOD 44.50041.9481.18722.4349.604 48 CIOD 50.80047.8881.35524.7856.624 PS115, ASTM F679 18 18.70117.2610.6718.0021.58128.49 21 22.04720.3490.7919.5025.443 24 24.80322.8910.8899.6028.627 27 27.95325.7991.00210.1032.261 30 CIOD 32.00029.0701.14816.7536.348 36 CIOD 38.30035.4641.37319.0245.438 42 CIOD 44.50041.0721.59622.4351.356 48 CIOD 50.80046.8861.82224.7858.628 I.D. : Inside Dameter O.D. : Outside Diameter T. : Wall Thickness 9 D : Bell Outside Diameter E : Distance between Assembly Mark to the end of spigot. Product Standard:ASTM 3034 (415) ASTM F679 (1848) Pipe Compound:ASTM D1784 Cells Class 12454 or 12364 Gasket:ASTM F477 Integral Bell Joint:ASTM D3212 Pipe Stiffness:ASTM D2412 F/Y = 46 PSI or 115 PSI Pipe Length:14 or 20 feet laying length Installation:ASTM D 2321 JM Eagle Installation Guide BLUE BRUTE SUBMITTAL AND DATA SHEET PRESSURE CLASS 165 psi (DR 25) 4 4.804.390.1925.255.571.9 6 6.906.310.2766.408.003.9 8 9.058.280.3627.0510.506.7 10 11.1010.160.4448.2012.8810.1 1 12 2 13.2012.080.5288.8015.3114.4 PRESSURE CLASS 235 psi (DR 18)* 4 4.804.230.2675.255.872.6 6 6.906.090.3836.408.435.3 8 9.057.980.5037.0511.069.2 10 11.109.790.6178.2013.5713.9 12 13.2011.650.7338.8016.1319.7 PRESSURE CLASS 305 psi (DR 14)* 4 4.804.070.3435.256.173.2 6 6.905.860.4936.408.876.7 8 9.057.680.6467.0511.6311.6 10 11.109.420.7938.2014.2717.6 12 13.2011.200.9438.8016.9725.1 Consult JM Eagle for CSA and other listing availability prior to shipment. Note: *FM Approvals Pressure Class 150 psi for DR 18 and 200 psi for * Contact your JM eagleTM sales representative for location avai I.D. : Inside DameterI.D. : Inside Dameter O.D. : Outside DiameterO.D. : Outside Diameter T. : Wall Thickness T. : Wall Thickness 9 D : Bell Outside Diameter : Bell Outside Diameter E : Distance between Assembly Mark to Distance between Assembly Mark to the end of spigot.the end of spigot. Product Standard:ANSI/AWWA C900 Pipe Compound:ASTM D1784 Cells Class 12454 Gasket:ASTM F477 Integral Bell Joint:ASTM D3139 ANSI/NSF Standard 61 JM Eagle also manufactures this pipe in green for sewer force UL Standard 1285 requirements as our standard products. The only difference is th Pipe Length: 20 feet laying length used is green or purple. These products will not be marked with Installation:AWWA C605 marks. Additionally, the green pipe will be marked Forced Sewer JM Eagle Installation Guide pipe will be marked: Reclaimed Water... Do Not Drink. SUBMITTAL INFORMATION Angle Key Meter Valves - (KV43-xxxW-G-NL style) GRIP JOINT FOR COPPER OR PLASTIC TUBING (CTS) INLET BY METER SWIVEL NUT OUTLET Two phosphor bronze spring Bronze pin securely locks the washers under the tee head reseat tee head to the inverted key the key after turning Sturdy stops allow 150° motion Bronze Snap Ring Meter Swivel Nut Meter Coupling Thread Padlock Wing for locking valve in closed position EPDM Rubber Meter Gasket Buna-N O-ring in the inverted key Outlet Beveled EPDM rubber gasket provides hydraulic seal Height Nylon Washer Phosphorous Bronze Gripper Drilled for Seal Wire Ring for axial restraint Grip Joint Nut Inlet Length S LM SA.P S ERVICEINEETERIZEPPROXART UBMITTED V SLH ALVEIZEENGTHEIGHT S IOW. LN I() IZENLETUTLETTBSUMBER TEMS 3/4" 3/4"5/8" 1-11/16"1-5/8"1.4KV43-331W-G-NL 3/4" 3/4"5/8”x3/4” & 3/4" 1-11/16"1-5/8"1.6KV43-332W-G-NL 3/4"1"5/8"1-11/16"2"1.4KV43-341W-G-NL 3/4" 1"5/8”x3/4” & 3/4" 1-11/16"2"1.7KV43-342W-G-NL 1" 1"1" 1-15/16"1-9/16"2.3KV43-444W-G-NL 1" Dbl. Locking1"1"1-15/16"1-9/16"2.2KV43-444WW-G-NL 1"1-1/4"1"1-15/16"1-7/8"2.7KV43-454W-G-NL Note: Ford recommends using insert stiffeners with plastic pipe or tubing. FEATURES • All brass that comes in contact with potable water conforms to AWWA Standard C800 (UNS NO C89833) • The product has the letters "NL" cast into the main body for proper identification • UL Classified to ANSI/NSF Standard 61 and Standard 61 Annex G (NSF/ANSI 372) • Brass components that do not come in contact with potable water conform to AWWA Standard C800 (ASTM B-62 and ASTM B-584, UNS NO C83600 - 85-5-5-5) • Padlock Wing for locking the valve in a closed position. "WW" indicates Double Padlock Wings for locking valve in open or closed position • Meets 100 PSI pressure requirement of AWWA Standard C800 The Ford Meter Box Company considers the information in this submittal form to be correct at the time of publication. Item and option availability, including specifications, are subject to change without notice. Please verify that your product information is current. Submitted By: The Ford Meter Box Company, Inc. P.O. Box 443, Wabash, Indiana U.S.A. 46992-0443 Phone: 260-563-3171 / Fax: 800-826-3487 Overseas Fax: 260-563-0167 http://www.fordmeterbox.com 05/10/13 Series 2000PV Mechanical Joint Restraint for PVC Pipe Features and Applications: "For restraining plain end PVC pipe at " accommodated by Series 2200 "MEGA-BOND Restraint Coating System ® For more information on MEGA-BOND, refer to www.ebaa.com " " incorporated into the restraint " " Nominal Pipe SizeSeries NumberShipping Weight 32003PV7.0 " 42004PV8.8 Split mechanical Joint style available for 62006PV12.1 EBAA Series 2000SV 82008PV16.3 102010PV26.0 Solid restraint ring harness available for 122012PV31.4 142014PV47.6 162016PV52.8 Split restraint ring harness available for 182018PV61.8 202020PV70.9 242024PV92.9 302030PV128.5 362036PV161.3 " 422242*652.0 482248*711.1 *Restraint for pipe size 42 inch and greater, please refer to Se found at www.ebaa.com. U.S. Patent No. 4627775 4896903 5071175 D2774. 0913-1.5-RCopyright 2013 © EBAA Iron, Inc. All Rights Reserved. Series 2000PV: Mechanical Joint Restraint Gland for use With AWWA C900 or IPS O The 2000PV MEGALUG Mechanical Joint Restraint Tested to and meets the requirements of ASTM F is the fastest and most economical method of 1674-96 Standard Test Method for joint restraint restraining PVC pipe to mechanical joints. Now the products use with PVC pipe through 24 inch size. need for costly concrete thrust blocks and corrodible steel tie rods is eliminated. It can be used in straight UL Listed in the four through twelve inch sizes for for mechanical joints.Class 150 PVC pressure pipe. The maximum allowable tested to UNI-B-13, Underwriters Laboratories, and Factory Mutual approved for use on DR18 PVC pipe in Factory Mutual.four through twelve inch sizes. ASTM F1674 The 2000PV MEGALUG Concept EBAA Iron started manufacturing joint restraint 2000PV MEGALUG Mechanical Joint Restraint for PVC products for PVC pipe in the early 1980s. The testing pipe. restraints on large diameter PVC pipe indicated that a The design of the 2000PV incorporates the gripping restraint device must be capable of consistently and mechanism into the design of the mechanical reliably gripping the pipe. If not, the restraint can slip joint gland and utilizes a simple two part assembly under pressure, resulting in a sudden impact, and cause the pipe to burst. Armed with this background joint the same as any standard mechanical joint. knowledge and an appreciation for the capabilities of The assembly procedure we recommend is that PVC pipe, EBAA purposefully deviated from what many established in AWWA C600. The second is the actuation of the restraint. in the industry once considered to be the only way to grip PVC pipe. This led to development of the Series One of the primary tests of PVC is its quick burst strength. For pipe meeting the requirements of AWWA C900, AWWA C905 and ASTM 2241, the minimum quick burst requirement for the hoop stress is 6,400 PSI. For DR18, pipe pressure The second test is sustained pressure test at a hoop stress of 4,200 PSI. For DR18 pipe, that Third, a conservative cyclic pressure surge design for the pipe exists in the form of Vinson Equation. The 2000PV restraint has been tested to over one million cycles to the peak pressures predicted by the Vinson Equation for that number of Series 2000PV Takes the Load On April 11, 1997 EBAA Iron performed a remarkable force demonst of their Series 2000PV joint restraint. With the use of EBAAs S using standard mechanical joint installation on 12 inch PVC pipe Motor Crane, EBAA Iron lifted a D7 Caterpillar Track Type Tracto 50,350 lbs. Along with this, the Series 2000PV has been tested t Concluding that EBAAs Series 2000PV MEGALUG can take the load. Word Doc from our website www.ebaa.com) ® C153/A2153, shall conform to the follow: Design Traceability Records (MTRs) are to latest revision. Restraint devices for nominal pipe sizes be made available, in hard copy, to Mechanical joint restraint shall be Series 3 inch through 36 inch shall consist of the purchaser that requests such 2000PV produced by EBAA Iron Inc. or multiple gripping wedges incorporated documentation and submits his gland approved equal. into a follower gland meeting the applicable requirements of ANSI/AWWA Production pieces that are too small to C110/A21.10.accommodate individual numbering, The devices shall have a working such as fasteners and wedges, shall be MEGA-BOND Restraint Coating System ® pressure rating equal to that found in the controlled in segregate inventory until All wedge assemblies and related parts most current product brochure. Ratings such time as all quality control tests are shall be processed through a phosphate are for water pressure and must include passed. These component parts may wash, rinse and drying operation prior a minimum safety factor of 2:1 in all then be released to a general inventory to coating application. The coating shall sizes.consist of a minimum of two coats of All components shall be manufactured liquid thermoset epoxy coating with heat Material and assembled in the United States. The cure to follow each coat. Gland body, wedges and wedge actuating purchaser shall, with reasonable notice, components shall be cast from grade 65-have the right to plant visitation at his/All casting bodies shall be surface 45-12 ductile iron material in accordance her expense.pretreated with a phosphate wash, rinse with ASTM A536.and sealer before drying. The coating shall be electrostatically applied and heat Three (3) test bars shall be incrementally Mechanical joint restraint shall require cured. The coating shall be a polyester poured per production shift as per conventional tools and installation based powder to provide corrosion, Underwriters Laboratory (U.L.) procedures per AWWA C600, while impact and UV resistance. for tensile, yield and elongation shall be during assembly.The coating system shall be MEGA- done in accordance with ASTM E8.Proper actuation of the gripping wedges BOND by EBAA Iron, Inc. or approved Chemical and nodularity tests shall be shall be ensured with torque limiting twist equal. Requests for approved equal must performed as recommended by the off nuts.submit coating material and process Ductile Iron Society, on a per ladle basis.details for review prior to bid. Approvals Mechanical Joint Restraints shall be For more information regarding MEGA- Listed by Underwriters Laboratories in BOND, refer to the MEGA-BOND brochure year, day, plant and shift (YYDDD) (plant the 4 inch through 12 inch sizes.or visit www.ebaa.com. designation) (Shift number), shall be cast Mechanical Joint Restraints shall be into each gland body.Factory Mutual Approved in the 4 inch All physical and chemical test results through 12 inch sizes. shall be recorded such that they can Mechanical Joint Restraints, 4 inch through 24 inch, shall meet or exceed number on the casting. These Material the requirements of ASTM F1674 of the Support Products for more information concerning these products, please consult twww.ebaa.com Series 2200 MEGALUG Restraint for C905 PVC ® Series 2500 Pipe at Mechanical Joint Fittings Sizes 42 and 48 inch MEGALUG Restraint for C900 ® and C905 PVC Pipe at PVC Fittings Sizes 4 inch through 48 Series 2800 MEGALUG Restraint Harness ® for C905 PVC Pipe Series 2000SV Sizes 14 inch through 48 Split MEGALUG Restraint for existing ® Sizes 4 through 12 accommodated by either C900 PVC Pipe at Ductile Iron Fittings Series 1500 or 1600 Sizes 4 inch through 12 Series 2000PV Submittal Reference Drawing A D M SPACER J A 0.75 X F K2 JP C F C 0.125 B 0.125 C F B SECTION B-B SECTION A-A NominalSeriesCDFMPPXJK2WedgeBoltWeight Pipe SizeNumberQtyQty(lbs.) 32003PV4.841.553.600.509.88.6¾6.197.69447.0 42004PV5.921.684.900.5010.59.57.509.13448.8 62006PV8.021.687.000.5013.012.19.5011.136612.1 82008PV10.171.689.150.6214.513.611.7513.386616.3 102010PV12.222.1011.200.6217.016.014.0015.638826.0 122012PV14.322.1013.300.7519.018.116.2517.888831.4 142014PV16.402.2515.490.8821.720.918.7520.38101047.6 162016PV18.502.2517.580.8823.823.021.0022.63121252.8 182018PV20.602.2519.681.1325.925.123.2524.88121261.8 202020PV22.702.2521.791.2528.027.225.5027.13141470.9 242024PV26.902.7525.991.4232.331.530.0031.63161692.9 302030PV33.292.7032.221.5038.537.736.8839.122020128.5 362036PV39.592.7038.521.5044.844.043.7546.002424161.3 422242 Submittal information for pipe sizes 42 inch and greater can be 482248 Submittal information for pipe sizes 42 inch and greater can be NOTE: Dimensions are in inches and are subject to change without P: Outside Diameter with Twist-Off nuts twisted off. For app Ratings for OrdinaryRatings for Peak Pressures used in Sewage Force Mains NominalSeries C905 PVC Pipe Water Works w/Transient surges onlyand other installations designed for Cyclic Surges of 1-Mill. Cy Pipe SizeNumber DR14DR18DR25SDR17SDR21SDR26DR14DR18DR25SDR17SDR21SDR26DR18DR25DR32.5DR41 3305235165250200160244188132200160120---- 2003PV 4305235165250200160244188132200160120---- 2004PV 6305235165250200160244188132200160120---- 2006PV 8305235165250200160244188132200160120---- 2008PV 10305235165250200160244188132200160120---- 2010PV 12305235165250200160244188132200160120---- 2012PV 14------------23516512580 2014PV 16------------235165125100 2016PV 18------------200165-- 2018PV 20------------200165-- 2020PV 24------------165165125100 2024PV 30-------------165125100* 2030PV 36-------------125125100* 2036PV * Refer to Series 2200 to achieve rated pressure on DR41 in stated pipe size. Spacer Instructions Ductile Iron or C900 PVC Pipe SizesASTM 2241 PVC Pipe Sizes (IPS O.D.) For installation on For installation on ASTM 2241 C900 PVC pipe, use sized pipe, remove Leave Remove as received and spacers and replace Spacer Spacer install per screws. Install per instructions. instructions. 1.2.3. Identify the pipe. The 2000PV is for use with Clean the socket and the plain end. Lubri-Insert the pipe into the socket and press the PVC and HDPE pipe. The 4 inch through 12 cation and additional cleaning should be ** inch size may be used on C900, and IPS PVC provided by brushing both the gasket and plain Keep the joint straight during assembly. pipe as well as C906 HDPE pipe. Check to see end with soapy water or an approved pipe 4. Push the gland toward the socket and center if the spacers under the screws are in place. lubricate meeting the requirements of ANSI/ it around the pipe with the gland lip against * If the pipe is C900 or is ductile iron O.D., pro-AWWA C111/A21.11 just prior to slipping the the gasket. Insert bolts and hand-tighten ceed with spacers in place. If the pipe is IPS gasket onto the plain end for joint assembly. O.D., remove the spacers. Since 3 inch and 14 Place the gland on the plain end with the lip before tightening bolts. inch through 24 inch restraints are only used extension toward the plain end; follow by the with one pipe diameter, no spacers are used.gasket with the narrow edge of the gasket toward the plain end [The gasket provided may be the EBAA-Seal" Improved Mechanical Joint Gasket for C900 PVC Pipe. This gasket is bi-directional having no front or back. For ASTM 2241 PVC Pipe Sizes (IPS O.D.) a Transition Gasket must be used. The use of a pipe wall stiffening insert is required on High Density Polyethylene pipe.]. NOTE: In cold weather it is preferable to warm the gasket to facilitate assembly of the joint. 5.6.7. Tighten the bolts to the normal range of bolt Tighten the torque limiting twist-off nuts in torque [45-60 ft-lbs for 3 inch, 75-90 ft-lbs for a clockwise direction (direction indicated by heads provided. If reassembly is required, as- * 4 inch through 24 inch, 100-120 ft-lbs for 30 arrow on top of nut) until all wedges are in semble the joint in the same manner as above; inch and 36 inch, and 120-150 ft-lbs for 42 tighten the screws to 60 to 80 ft-lbs. If the inch and 48 inch.] while at all times maintain-tightening in an alternating manner until all of Series 2000PV restraint is removed from the ing approximately the same distance between the nuts have been twisted off.pipe, be sure that all of the screws, spacers (if required), and wedges are in place before the *These steps are requirements of AWWA C600. points around the socket. This can be accom-restraint is reassembled. plished by partially tightening the bottom bolt process until all bolts are within the appropri- ate range of torque. In large sizes (30-48 inch), use of a torque-indicating wrench will facilitate the procedure. 2008 EDITION ® 2013 EDITION TYTON JOINT Pipe ® 3"-64" DUCTILE IRON FOR WATER & WASTEWATER, FIRE PROTECTION & INDUSTRIAL APPLICATIONS ® TYTON JOINT Pipe ® P 2 2013 EDITION ® Table of Contents TYTON JOINT Pipe 3 Assembly 4 Alternate Methods of Assembly 5 Field Cut Pipe 7 Pipe Diameters 8 Bell Dimensions 9 Pressure Class 10 Thicknesses, Dimensions and Weight 11 Thickness Class Thicknesses, Dimensions and Weight 13 Maximum Deflection Full Length Pipe 17 Products for Water, Wastewater, and Fire Protection 15 TYTON JOINT Pipe ® P 3 2013 EDITION ® TYTON JOINT Pipe ANSI/AWWA Standards Each of the following is a nationally recognized standards organ ANSI/AWWA C151/A21.5, Ductile-Iron Pipe, American National Standards Institute (ANSI) Centrifugally Cast for Water. American Water Works Association (AWWA) American Society for Testing and Materials (ASTM) Ductile Iron TYTON JOINT Pipe is centrifugally Underwriters Laboratories (UL) cast in metal molds in accordance with ANSI/ National Fire Protection Association (NFPA) AWWA C151/A21.5. National Sanitation Foundation (NSF) Factory Mutual (FM) The asphaltic outside coating is in accordance with ANSI/AWWA C151/A21.51. TYTON JOINT is U.S. Pipes trademark for pipe with a push-on type connectio As specified in ANSI/AWWA C151/A21.51, sturdiness and water-tightness of the system are built into the pipe weights have been calculated using proof of its worldwide acceptance is shown by the fact that more standard barrel weights and weights of by U.S. Pipe is TYTON JOINT Pipe. bells being produced. TYTON JOINT Pipe is available in sizes 3" through 64". Sizes 3" ANSI/AWWA C104/A21.4, Cement-Mortar nominal 18-foot laying lengths. 6" through 24" sizes along with Lining For Ductile-Iron Pipe and Fittings available in nominal 20-foot laying lengths. For Water. TYTON JOINT Pipe in sizes 4" through 36" are UL Listed and sizes The cement-mortar lining and inside coating are in accordance with ANSI/AWWA C104/ A21.4. When TYTON JOINT Pipe are used for bridge crossings or other abo Special linings and/or coatings can be length of pipe must be supported in a manner to restrict both ve furnished for specific conditions. ® TYTON Gasket is the only accessory required when installing TYTON JOI rubber gasket which has a modified bulb shape in cross section. ANSI/AWWA C111/A21.11, Rubber-Gasket accordance with ANSI/AWWA C111/A21.1. Composition and dimensions Joints for Ductile-Iron Pressure Pipe carefully engineered to ensure a water-tight and lasting seal. T and Fittings. manufactured of SBR - styrene butadiene rubber. Gaskets of speci ® TYTON Gaskets are furnished in accordance for special applications. The gasket contour and bell socket con with ANSI/AWWA C111/A21.11. remain seated during proper assembly of the pipe. When joint res joint pipe, two options are available from U.S. Pipe. For joint ANSI/AWWA C105/A21.5, Polyethylene ®® FIELD LOK 350 Gaskets may be used and for joint restraint for 30" and 36", FI Gaskets Encasement for Ductile Iron Pipe Systems. may be used. FIELD LOK 350 Gaskets are rated for 350 psi in size If specifiers and users believe that corrosive 4 through 36 sizes, TR FLEX Pipe and Fittings may be used and soils will be encountered where our products ® HP LOK Pipe and Fittings may be used. TR FLEX Pipe and Fittings are ra are to be installed, please refer to for 350 psi in 4 through 24 sizes, 250 psi in sizes 30 throug ANSI/AWWA C105/A21.5, for proper external HP LOK Pipe and Fittings, the working pressure is 350 psi for 30 protection procedures. applications contact your U.S. Pipe representative. Complete det FIELD LOK 350 Gaskets and TR FLEX Pipe and Fittings can be found www.uspipe.com. ASTM A746-03 "Standard specification for Ductile Iron Gravity Sewer Pipe." NOTE: U.S. Pipe qualifies for Federal Procurement under Public Law No Resource Recovery Act of 1976, since, due to modern technology, ASTM A716-08 "Standard Specification large degree in our Ductile Iron Pipe production. for Ductile Iron Culvert Pipe." The plain end of the pipe is furnished beveled or with a quarter 40 years of successful experience have proved its sealing capabi ASTM A536 "Standard Specification for system will withstand pressures far in excess of rated pressures Ductile Iron Castings." ®®®® TYTON, TYTON JOINT, TR FLEXand FIELD LOK 350 are Registered Trademarks of U.S. Pipe and Foundry Company, LLC. TYTON JOINT Pipe ® P 4 2013 EDITION ® Assembly 1. Figure 1. Insertion of Gasket All foreign matter in the socket must be removed, i.e., mud, san etc. The gasket seat should be thoroughly inspected to be certa may cause a leak. The gasket must be wiped clean with a clean cl with the rounded bulb end entering first. Looping the gasket in gasket heel evenly around the retainer seat. 3" through 12" size loops may be required: 14" through 36", two to three loops; 42" more loops. Evenly space the loops around the socket with each l established, push each loop down to finish installation of the g freezing weather, the gaskets, prior to their use, must be kept 2. means, such as storing in a heated area or keeping them immersed kept in warm water, they should be dried before placing in the p Figure 2. Application of Lubricant ® A thin film of TYTON JOINT Lubricant should be applied to the inside surface of the gasket contact with the plain end of the pipe. In warm, dry weather con applied to warm or hot pipe, it will be necessary to add a small TYTON JOINT Lubricant should be used. Spray-on lubricants should lubricity. The plain end of the pipe must be cleaned of all fore stripes. Frozen materials may cling to the pipe in cold weather 3. applied to the outside of the plain end for about 3" back from t ground or trench side after lubricating since foreign matter may Figure 3. Initial Entry of Plain End in Socket The plain end of the pipe should be aligned and carefully entere with the gasket. This is the starting position for the final ass on the plain end. 4. Figure 4. Completely Assembled Joint Joint assembly should be completed by forcing the plain end of t thereby compressed) until the plain end makes contact with the b stripe will have disappeared into the socket and the front edge with the bell face. Joint deflection may be achieved after the p accomplished with the application of reasonable force by the met be removed to check for the proper positioning of the gasket, ad ® NOTE: When using FIELD LOK 350 Gaskets or in the joint. pipe with special linings, assemble the joint until A feeler gage may be inserted between the bell and the plain end the inside edge of the first painted stripe (or the assembly mark) is flush with the bell face. of the gasket. When the gage encounters the gasket, increased re of the gage. Continue probing around the periphery of the joint,CAUTION: The inside of the socket, the gasket, and the plain end to be inserted must be kept depth of insertion is uniform, the gasket has remained in place. clean through-out the assembly. Joints are only significantly, this indicates a dislodged gasket. The joint shou as water-tight as they are clean. If the joint is water, and examined for any condition that might have caused the somewhat difficult to assemble, inspect for proper attempting to reassemble the joint. gasket positioning, adequate lubrication, and foreign matter in the joint. TYTON JOINT Pipe ® P 5 2013 EDITION ® Alternate Methods of Assembly Procedures outlined in figures 1-3 on page 3, showing the assemb should be followed before proceeding with the methods shown belo Backhoe Method of Assembly A backhoe may be used to assemble pipe of intermediate and large pipe should be carefully guided by hand into the bell of the pre of the backhoe may then be used to carefully push the pipe until should be used between the pipe and the backhoe bucket to avoid Avoid slamming the pipe home to prevent damage to lining material inside the b of the socket. Crowbar Method of Assembly Smaller sizes of pipe may be assembled using a crowbar as a leve face of the bell. ome-along Method of Assembly C Installers may prefer to use come-alongs to assemble pipe of all hoists, 24 feet of chain and two (2) bell choker slings for 3"-2 (minimum) chain hoists for 30"-64" sizes. TYTON JOINT Pipe ® P 6 2013 EDITION ® Alternate Methods of Assembly (cont.) A few rules of thumb: The most common field method of assembling larger diameter TYTON 1. Angle A should be no greater than 15 degrees. to push against the face of the bell end of the pipe to be assem 2. Angle B should be from 45 to 60 degrees. installations where a backhoe cannot be located in line with the to develop enough axial force to assemble the pipe. In such case 3. The sliding choker hook should be located from 2 method described below to assemble the pipe from the side of the to 8 feet from the bell of the previously laid pipe. weight of the pipe is used to provide the axial force required f 4. Trial assembly may be made to get a feel for the chain or cable is hooked around the bell of the previously laid correct amount of slack to be left in the rigging to be assembled is first inserted as far as possible into the be and the proper location of the sliding choker The end of the choker is then hooked into the bell end of the pi hook. One such rigging is made from a long cable with a choker on one the other end with a sliding choker hook between the two other h- ging is a shorter chain with a wide throat hoisting hook on one around the bell of the previously laid pipe using the fixed chok the bell end of the pipe to be laid. The cable is hooked to the connected length of the rigging can thus be adjusted with the co grab hook and the chain. The pipe assembly is made by lifting up A few precautions: 1. The smaller the angle (A), the larger will be the assembly force and the tension in the rigging. The assembly force and the tension will generally range from 2 to 10 times the weight of the pipe being assembled. These forces are at a maxi- mum when the assembly is bottomed out and lift is still being applied to the rigging. To minimize the loads on the rigging, it is recommended that the assembly be made slowly and the assembly stopped as soon as the joint is bottomed out. 2. The rigging should be properly designed to accommodate the diameter, length, and weight of the pipe on the job and the loads previously described. NOTE: This method should not be employed ® when installing FIELD LOK 350Gaskets since alignment of the joint cannot be assured. For the proper installation practice, refer to U.S. Pipe ® Brochure FIELD LOK 350 Gasket Joint Restraint for 4"-24" Ductile Iron Pipe for Water, Wastewater, Fire Protection and Industrial Applications. TYTON JOINT Pipe ® P 7 2013 EDITION ® Field Cut Pipe When pipe are cut in the field, the cut end may be readily condi make up the next joint. The outside of the cut end should be bev about 1/4 - inch at an angle of about 30 degrees. This operation which otherwise might damage the gasket. When Ductile Iron pipe 14" and larger is to be cut in the field, as GAUGED FULL LENGTH. A Full Length Gauged Pipe is a pipe whose barrel outside diameter is within the spigot diameter dimensional specifications as determi measurements over the pipes length to within approximately two is gauged full length" is specially marked to avoid confusion. Ductile Iron pipe requires factory gauging of the spigot end. Ac- ting should also be field gauged in the location of the cut and tolerances shown in the table on page 8. In the field a mechanic gauging device. NOTE: When necessary, pipe may be rounded in accordance with U.S. Pipes Brochure, Recommended Methods For Rounding The Cut Ends Of Out-Of- Round 14" And Larger Diameter Ductile Iron Pipe. TYTON JOINT Pipe ® P 8 2013 EDITION ® Pipe Diameters Suitable Pipe Diameters for Field Cuts and Restrained Joint Field Fabrication. NOMINAL PIPE SIZE PIPE DIAMETER Inches Inches MINIMUM MAXIMUM 3 3.90 4.02 4 4.74 4.86 6 6.84 6.96 8 8.99 9.11 10 11.04 11.16 12 13.14 13.26 14 15.22 15.35 16 17.32 17.45 18 19.42 19.55 20 21.52 21.65 24 25.72 25.85 30 31.94 32.08 36 38.24 38.38 42 44.44 44.58 48 50.7450.88 54 57.46 57.60 60 61.51 61.65 64 65.57 65.71 Above table based on ANSI/AWWA C151/A21.51 guidelines for push-o th NOTE: For accuracy, a diameter tape graduated in 100s must be used. TYTON JOINT Pipe ® P 9 2013 EDITION ® Bell Dimensions 3"-24" NOTE: Actual bell configuration may vary from illustration shown. 30"-64" A B C SIZE PIPE OUTER DIAMETER BELL OUTER DIAMETER SOCKET DEPTH Inches Inches Inches 3 3.96 5.56 3.00 4 4.80 6.52 3.15 6 6.90 8.66 3.38 8 9.05 10.82 3.69 10 11.10 12.91 3.75 12 13.20 15.05 3.75 14 15.30 17.67 5.00 16 17.40 19.79 5.00 18 19.50 21.91 5.00 20 21.60 24.03 5.50 24 25.80 28.21 5.95 30 32.00 35.40 6.55 36 38.30 41.84 7.00 42 44.50 49.36 7.90 48 50.80 55.94 8.60 54 57.56 63.38 9.40 60 61.61 67.38 10.10 64 65.67 71.56 10.65 *Subject to manufacturing tolerances. Dimensions in inches. TYTON JOINT Pipe ® P 10 2013 EDITION ® Pressure Class Nominal Thickness for Standard Pressure Classes of Ductile Iron Pipe CASTING OUTSIDE NOMINAL THICKNESS Inches TOLERANCES SIZE DIAMETER PRESSURE CLASS* Inches InchesInches 150 200 250 300 350 3 3.96 0.25** 0.05 4 4.80 0.25** 0.05 6 6.90 0.25** 0.05 8 9.05 0.25** 0.05 10 11.10 0.26 0.06 12 13.20 0.28 0.06 14 15.30 0.28 0.30 0.31 0.07 16 17.40 0.30 0.32 0.34 0.07 18 19.50 0.31 0.34 0.36 0.07 20 21.60 0.33 0.36 0.38 0.07 24 25.80 0.33 0.37 0.40 0.43 0.07 30 32.00 0.34 0.38 0.42 0.45 0.49 0.07 36 38.30 0.38 0.42 0.47 0.51 0.56 0.07 42 44.50 0.41 0.47 0.52 0.57 0.63 0.07 48 50.80 0.46 0.52 0.58 0.64 0.70 0.08 54 57.56 0.51 0.58 0.65 0.72 0.79 0.09 60 61.61 0.54 0.61 0.68 0.76 0.83 0.09 64 65.67 0.56 0.64 0.72 0.80 0.87 0.09 NOTE: Per ANSI/AWWA C150/A21.50 the thicknesses in above table inclu Dimensions and weights of Special Classes (Thickness Classes) ar * Pressure Classes are defined as the rated water pressure of th water working pressure plus a surge allowance of 100 psi. Calculations are based on a minimum of the working pressure and 100 psi surge allowance. ** Presently these are the lowest nominal thicknesses available TYTON JOINT Pipe ® P 11 2013 EDITION ® Pressure Class Thickness, Dimensions and Weight 18-FOOT LAYING LENGTH 20-FOOT LAYING LENGTH PRESSURE OUTSIDE BARREL WEIGHT WEIGHT PER WEIGHT PER SIZE CLASS THICKNESS DIAMETER* PER FOOT LENGTH LENGTH Inches psi Inches Inches Pounds Pounds Pounds 3 350 0.25 3.96 8.9 170 4 350 0.25 4.80 10.9 205 6 350 0.25 6.90 16.0 305 335 8 350 0.25 9.05 21.1 400 445 10 350 0.26 11.10 27.1 515 570 12 350 0.28 13.20 34.8 660 730 14 250 0.28 15.30 40.4 780 865 14 300 0.30 15.30 43.3 920 1010 14 350 0.31 15.30 44.7 860 945 16 250 0.30 17.40 49.3 950 1050 16 300 0.32 17.40 52.5 1010 1115 16 350 0.34 17.40 55.8 1065 1175 18 250 0.31 19.50 57.2 1095 1210 18 300 0.34 19.50 62.6 1195 1320 18 350 0.36 19.50 66.2 1260 1390 20 250 0.33 21.60 67.5 1285 1420 20 300 0.36 21.60 73.5 1395 1540 20 350 0.38 21.60 77.5 1465 1620 24 200 0.33 25.80 80.8 1550 1710 24 250 0.37 25.80 90.5 1725 1905 24 300 0.40 25.80 97.7 1855 2050 24 350 0.43 25.80 104.9 1985 2195 30 150 0.34 32.00 103.5 2005 30 200 0.38 32.00 115.5 2220 30 250 0.42 32.00 127.5 2595 30 300 0.45 32.00 136.5 2810 30 350 0.49 32.00 148.4 2685 36 150 0.38 38.30 138.5 2945 36 200 0.42 38.30 152.9 2940 36 250 0.47 38.30 170.9 3265 36 300 0.51 38.30 185.3 3525 36 350 0.56 38.30 203.2 3845 NOTE: Thicknesses and dimensions of 3" through 64" Ductile Iron pipe c Weights may vary from the standard because of differences in bel *Tolerance of O.D. of spigot end: 3-12 in., ±0.06 in.; 14-24 in. Including bell; calculated weight of pipe rounded off to neare Table continued on next page. TYTON JOINT Pipe ® P 12 2013 EDITION ® Pressure Class Thicknesses, Dimensions and Weight (cont.) 18-FOOT LAYING LENGTH 20-FOOT LAYING LENGTH PRESSURE OUTSIDE BARREL WEIGHT WEIGHT PER WEIGHT PER SIZE CLASS THICKNESS DIAMETER* PER FOOT LENGTH LENGTH Inches psi Inches Inches Pounds Pounds Pounds 42 150 0.41 44.50 173.8 3505 42 200 0.47 44.50 198.9 3960 42 250 0.52 44.50 219.9 4335 42 300 0.57 44.50 240.7 4710 42 350 0.63 44.50 265.7 5160 48 150 0.46 50.80 4950 48 200 0.52 50.80 5525 48 250 0.58 50.80 6095 48 300 0.64 50.80 6670 48 350 0.70 50.80 7240 54 150 0.51 57.56 6430 54 200 0.58 57.56 7190 54 250 0.65 57.56 7945 54 300 0.72 57.56 8700 54 350 0.79 57.56 9455 60 150 0.54 61.61 7305 60 200 0.61 61.61 8120 60 250 0.68 61.61 8935 60 300 0.76 61.61 9860 60 350 0.83 61.61 10665 64 150 0.56 65.67 8100 64 200 0.64 65.67 9090 64 250 0.72 65.67 10080 64 300 0.80 65.67 11065 64 350 0.87 65.67 11925 NOTE: Thicknesses and dimensions of 3" through 64" Ductile Iron pipe c Weights may vary from the standard because of differences in bel *Tolerance of O.D. of spigot end: 3-12 in., ±0.06 in.; 14-24 in. Including bell; calculated weight of pipe rounded off to neare TYTON JOINT Pipe ® P 13 2013 EDITION ® Thickness Class Thicknesses, Dimensions and Weight 18-FOOT LAYING LENGTH 20-FOOT LAYING LENGTH OUTSIDE BARREL WEIGHT WEIGHT PER WEIGHT PER SIZE THICKNESS THICKNESS DIAMETER* PER FOOT LENGTH LENGTH Inches CLASS Inches Inches Pounds Pounds Pounds 3 51 0.25 4.02 8.9 170 3 52 0.28 4.02 9.9 185 3 53 0.31 4.02 10.9 205 3 54 0.34 4.02 11.8 220 3 55 0.37 4.02 12.8 240 3 56 0.40 4.02 13.7 255 4 51 0.26 4.80 11.3 215 4 52 0.29 4.80 12.6 235 4 53 0.32 4.80 13.8 260 4 54 0.35 4.80 15.0 280 4 55 0.38 4.80 16.1 300 4 56 0.41 4.80 17.3 320 6 50 0.25 6.90 16.0 305 335 6 51 0.28 6.90 17.8 335 370 6 52 0.31 6.90 19.6 370 410 6 53 0.34 6.90 21.4 400 445 6 54 0.37 6.90 23.2 435 480 6 55 0.40 6.90 25.0 465 515 6 56 0.43 6.90 26.7 495 550 8 50 0.27 9.05 22.8 430 475 8 51 0.30 9.05 25.2 475 525 8 52 0.33 9.05 27.7 520 575 8 53 0.36 9.05 30.1 560 620 8 54 0.39 9.05 32.5 605 670 8 55 0.42 9.05 34.8 650 720 8 56 0.45 9.05 37.2 690 765 NOTE: Thicknesses and dimensions of 3" through 64" Ductile Iron pipe c Weights may vary from the standard because of differences in bel *Tolerance of O.D. of spigot end: 3-12 in., ±0.06 in.; 14-24 in. Including bell; calculated weight of pipe rounded off to neare Table continued on next page. TYTON JOINT Pipe ® P 14 2013 EDITION ® Thickness Class Thicknesses, Dimensions and Weight (cont.) 18-FOOT LAYING LENGTH 20-FOOT LAYING LENGTH OUTSIDE BARREL WEIGHT WEIGHT PER WEIGHT PER SIZE THICKNESS THICKNESS DIAMETER* PER FOOT LENGTH LENGTH Inches CLASS Inches Inches Pounds Pounds Pounds 10 50 0.29 11.10 30.1 570 630 10 51 0.32 11.10 33.2 625 690 10 52 0.35 11.10 36.2 680 750 10 53 0.38 11.10 39.2 730 810 10 54 0.41 11.10 42.1 785 870 10 55 0.44 11.10 45.1 840 930 10 56 0.47 11.10 48.0 890 990 12 50 0.31 13.20 38.4 725 800 12 51 0.34 13.20 42.0 790 875 12 52 0.37 13.20 45.6 855 945 12 53 0.40 13.20 49.2 920 1015 12 54 0.43 13.20 52.8 985 1090 12 55 0.46 13.20 56.3 1045 1160 12 56 0.49 13.20 59.9 1110 1230 14 50 0.33 15.30 47.5 910 1005 14 51 0.36 15.30 51.7 985 1090 14 52 0.39 15.30 55.9 1060 1170 14 53 0.42 15.30 60.1 1135 1255 14 54 0.45 15.30 64.2 1210 1340 14 55 0.48 15.30 68.4 1285 1420 14 56 0.51 15.30 72.5 1360 1505 16 50 0.34 17.40 55.8 1065 1175 16 51 0.37 17.40 60.6 1150 1275 16 52 0.40 17.40 65.4 1240 1370 16 53 0.43 17.40 70.1 1325 1465 16 54 0.46 17.40 74.9 1410 1560 16 55 0.49 17.40 79.7 1495 1655 16 56 0.52 17.40 84.4 1580 1750 NOTE: Thicknesses and dimensions of 3" through 64" Ductile Iron pipe c Weights may vary from the standard because of differences in bel *Tolerance of O.D. of spigot end: 3-12 in., ±0.06 in.; 14-24 in. Including bell; calculated weight of pipe rounded off to neare Table continued on next page. TYTON JOINT Pipe ® P 15 2013 EDITION ® Thickness Class Thicknesses, Dimensions and Weight (cont.) 18-FOOT LAYING LENGTH 20-FOOT LAYING LENGTH OUTSIDE BARREL WEIGHT WEIGHT PER WEIGHT PER SIZE THICKNESS THICKNESS DIAMETER* PER FOOT LENGTH LENGTH Inches CLASS Inches Inches Pounds Pounds Pounds 18 50 0.35 19.50 64.4 1225 1355 18 51 0.38 19.50 69.8 1325 1465 18 52 0.41 19.50 75.2 1420 1570 18 53 0.44 19.50 80.6 1520 1680 18 54 0.47 19.50 86.0 1615 1785 18 55 0.50 19.50 91.3 1710 1895 18 56 0.53 19.50 96.7 1805 2000 20 50 0.36 21.60 73.5 1395 1540 20 51 0.39 21.60 79.5 1505 1660 20 52 0.42 21.60 85.5 1610 1780 20 53 0.45 21.60 91.5 1720 1900 20 54 0.48 21.60 97.5 1825 2020 20 55 0.51 21.60 103.4 1935 2140 20 56 0.54 21.60 109.3 2040 2260 24 50 0.38 25.80 92.9 1765 1955 24 51 0.41 25.80 100.1 1895 2095 24 52 0.44 25.80 107.3 2025 2240 24 53 0.47 25.80 114.4 2155 2385 24 54 0.50 25.80 121.6 2285 2530 24 55 0.53 25.80 128.8 2415 2670 24 56 0.56 25.80 135.9 2540 2815 30 50 0.39 32.00 118.5 2275 30 51 0.43 32.00 130.5 2490 30 52 0.47 32.00 142.5 2705 30 53 0.51 32.00 154.4 2920 30 54 0.55 32.00 166.3 3135 30 55 0.59 32.00 178.2 3350 30 56 0.63 32.00 190.0 3560 NOTE: Thicknesses and dimensions of 3" through 64" Ductile Iron pipe c Weights may vary from the standard because of differences in bel *Tolerance of O.D. of spigot end: 3-12 in., ±0.06 in.; 14-24 in. Including bell; calculated weight of pipe rounded off to neare Table continued on next page. TYTON JOINT Pipe ® P 16 2013 EDITION ® Thickness Class Thicknesses, Dimensions and Weight (cont.) 18-FOOT LAYING LENGTH 20-FOOT LAYING LENGTH OUTSIDE BARREL WEIGHT WEIGHT PER WEIGHT PER SIZE THICKNESS THICKNESS DIAMETER* PER FOOT LENGTH LENGTH Inches CLASS Inches Inches Pounds Pounds Pounds 36 50 0.43 38.30 156.5 3010 36 51 0.48 38.30 174.5 3330 36 52 0.53 38.30 192.4 3655 36 53 0.58 38.30 210.3 3975 36 54 0.63 38.30 228.1 4295 36 55 0.68 38.30 245.9 4615 36 56 0.73 38.30 263.7 4935 42 50 0.47 44.50 198.9 3960 42 51 0.53 44.50 224.0 4410 42 52 0.59 44.50 249.1 4860 42 53 0.65 44.50 274.0 5310 42 54 0.71 44.50 298.9 5760 42 55 0.77 44.50 323.7 6205 42 56 0.83 44.50 348.4 6650 48 50 0.51 50.80 5430 48 51 0.58 50.80 6095 48 52 0.65 50.80 6765 48 53 0.72 50.80 7430 48 54 0.79 50.80 8095 48 55 0.86 50.80 8755 48 56 0.93 50.80 9415 54 50 0.57 57.56 7080 54 51 0.65 57.56 7945 54 52 0.73 57.56 8810 54 53 0.81 57.56 9670 54 54 0.89 57.56 10530 54 55 0.97 57.56 11390 54 56 1.05 57.56 12240 NOTE: Thicknesses and dimensions of 3" through 64" Ductile Iron pipe c Weights may vary from the standard because of differences in bel 60" and 64" classified as pressure class only. *Tolerance of O.D. of spigot end: 3-12 in., ±0.06 in.; 14-24 in. Including bell; calculated weight of pipe rounded off to neare TYTON JOINT Pipe ® P 17 2013 EDITION ® Maximum Deflection Full Length Pipe SIZE MAXIMUM JOINT DEFLECTION PRODUCED BY SUCCESSION OF JOINTS Inches DEFLECTION Inches Feet Degrees 18 FT. LENGTH 20 FT. LENGTH 18 FT. LENGTH 20 FT. LENGTH 3 5º 19 206 4 5º 19 206 6 5º 19 21 206 229 8 5º 19 21 206 229 10 5º 19 21 206 229 12 5º 19 21 206 229 14 5º 19 21 206 229 16 5º 19 21 206 229 18 5º 19 21 206 229 20 5º 19 21 206 229 24 5º 19 21 206 229 30 5º 19 206 36 5º 19 206 42 4º 15 258 48 4º 17 287 54 4º 17 287 60 4º 17 287 64 4º 17 287 TYTON JOINT Pipe ® P 18 2013 EDITION ® Products for Water, Wastewater and Fire Protection Ductile Iron PipeSIZE RANGE ® TYTON JOINT Pipe 3"-64" Ductile Iron Mechanical Joint Pipe 4"-12" Ductile Iron ® TR FLEX Pipe 4"-36" Ductile Iron ® HP LOK Pipe 30"-64" Ductile Iron Flanged Pipe 3"-64" Ductile Iron Grooved Pipe 4-36 Ductile Iron ® USIFLEX Boltless Ball Joint Pipe 4"-48" Ductile Iron For Subaqueous Installations Restrained Joints ® TR FLEX Restrained Joint 4"-36" Ductile Iron ® HP LOK Restrained Joint 30"-64" Ductile Iron ® MJ FIELD LOK Gaskets 4"-24" ® FIELD LOK 350 Gaskets 4"-24" ® FIELD LOK Gasket 30" & 36" ® TR FLEX GRIPPER Rings 4"-36" Ductile Iron ® TR TELE FLEX Assemblies 4"-24" Ductile Iron Fittings ® TYTON Fittings 14"-24" Ductile Iron ® TRIM TYTON Fittings 4-12 Ductile Iron ®® TR FLEXFittings and TR FLEX Telescoping Sleeves 4"-36" Ductile Iron ®® HP LOK Fittings and HP LOK Telescoping Sleeves 30-64 Ductile Iron Mechanical Joint Fittings 30"-48" Ductile Iron Flanged Fittings 30"-64" Ductile Iron ® XTRA FLEX Couplings 4"-24" Ductile Iron Miscellaneous Products Our products are manufactured in conformance PROTECTO 401 Lined Ductile Iron Pipe for 4"-64" Ductile Iron with National Standards so that our customers Domestic Sewage and Industrial Wastes may be assured of getting the performance and longevity they expect. Use of accessories or GLASS Lined Ductile Iron Pipe for Wastewater 4-30 Ductile Iron other appurtenances that do not comply with Treatment Plants recognized standards may jeopardize the RING FLANGE-TYTE Gaskets 4"-36" ® performance and longevity of the project. FULL FACE FLANGE-TYTE Gaskets 4"-64" ® MJ Harness-Lok 4-48 Ductile Iron Saddle Outlets Various Ductile Iron Welded Outlets Various Ductile Iron Polyethylene Encasement 4"-64" ® All U.S. Pipe brochures and/or products are subject to change without further notice. P.O. BOX 10406 BIRMINGHAM, AL 35202 866.DIP.PIPE (866.347.7473) 205.254.7165 FAX: INFO@USPIPE.COM EMAIL: WWW.USPIPE.COM 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 1236 D 1784. 2.0The purpose of GPK in-line fittings is to convey municipal sanitary and industrial was 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 Fabricated Fittings (973mm) diameter. A fabricated fitting is considered any fitting made from pipe or a combination of pipe a 4.0 Chemical Resistance GPK fittings resist attack from certain alcohols, alkalies, salt types of chemicals. Refer to chemical resistant chart for suitability. 5.0 Marking. ASTM specification number (D 3034, F 1336 or F679). The fitting the s date and shIft 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 ½% 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 fit 8.1 Backfilling. with proper material is important to achieve desired density in ch enables pipe, fitting and soil to work together to meet designed load req eliminates excess deflection and shear breaks due to heavy loads. Approved properly, compacted continuously above and around the pipe and fittings as well as between fitting and trench wall. A cushion of approved fittings and between the trench walls shall be applied in accord specifications. 8.2 Tamping. This shall be done by hand tamping of the embedment material between the trenc of the service line fitting and riser connection. Tamping can a or by using water to consolidate the embedment material. Extreme unstable ground conditions may require wider trenches to enable you to compact a larger ares to the density consistent of the original ground surface conditions. 9.0 Service Lines. Normally, service lines from the property line to the collectionr should be a minimum depth of 3 feet (1 meter) at the property line and should be lai slope of per foot here collection sewers are deeper than 7 feet (2 meters) a verti stack is permitted but not recommended, consult the project engineer for proper ins sewer chimney and risers necessitate extreme care during backfilg. Where surface loading is anticipated the final backfill must be compacted to a density compatible wit 9.1 Backfilling around pipe service laterals on slope. Extra attention should be given on slopes to prevent th completely there is a tendency for ground and surface water to f soil. This flow may wash out soil from under or around pipe andtings, reducing or eliminating the support needed. To avoid this problem the backf 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 undercutting the underside of the pipe and fittings. Summary: Due to various ground conditions and different situations, installation techniques vary widely. We will not replace the products that are installed or used incorrectly. The design of the systems that our product is used factor that cannot be overlooked. 811 1 GPK FITTING SUBMITTAL SHEET Intro: GPK manufactures PVC sewer fittings in accordance with either AS, F 1336 or F 679 to be used in gravity flow or low pressure applications. Injection molded fittings ar 4 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 workmans stiffness, impact resistance, dimensions and structural performa 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 mini 12454 or 13343 as defined in ASTM D 1784. Extrusion Quality: Extruded components are tested in accordance with and meet the requirements 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: -Lbs -Lbs -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 exc -Lbs -Lbs -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. 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. 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 Branch Bending: The chemically fused areas around the fabricated branches of teeee-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 support. No cracking or splitting shall occur and pipe spigot s 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 2 The Lap Shear Strength shall equal or exceed 900 psi (6205 kPa) s. 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 w inches (516 square cm) surface area which can be bonded to pipe. Fabricated saddle tees and saddle wyes shall have skirts with a (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 require Epoxy Reinforced Welds. 2 811