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Home My WebLink AboutCAG-20-065 - Duvall - A53-Connection to Drainage OaWashington State Department of Transportation Request for A roval of Material Contract Number FA Number N/A SR Duvall Ave NE Date CAG 20-065 1/26/2022 Section/Title ofProject Duvall Ave NE County King Contractor Reed Trucking & Excavating, Inc. Subcontractor This form shall be completed prior to submittal. If this form is not compete at time of submittal it may For WSDOT Use Only be returned for information that was omitted. RAM# 029C PE Use Bid item Material or Name and Location of Fabricator, Specification PE/QPL Hdqtr./QPL HQ Use No. Product/Type Manufacturer or Pit Number Reference Code Code .8-'11 Mortar Speedcrete 3 A49-A53 Project Engineer/Representative Date State Materials Engineer/Representative Date 1/26/2022 Acceptance Action Codes for use by Project Engineer and State Materials Laboratory 1. Acceptance Criteria: Acceptance based upon"Satisfactory"Test Report for samples of materials to be incorporated into project. 2. Acceptance Criteria: Mfg.Cert.of Compliance for'Acceptance'prior to use of material. ('•)Acceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material. Catalog Cut Approved ®Yes ❑No 4. Acceptance Criteria: Submit Shop Drawings for'Approval'prior to fabrication of material. 5. Acceptance Criteria: Only'Approved for Shipment','WSDOT Inspected'or'Fabrication Approved Decal'material shall be used. 6. Acceptance Criteria: Submit Certificate of Materials Origin to Project Engineer Office. 7. Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action. 8. Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. 10. Approval Withheld: 11. Miscellaneous Acceptance Criteria. Remarks (PE): Remarks (HQ): DOT Form 350-071 Project Engineer Distribution Revised 03/2021 El Contractor El Region Operations Engineer El Fabncation Inspection ❑Region Matenals ❑State Materials Lab-MS 47365 The Euclid Chemical Company SPEED CRETE PM ((ILO SINGLE COMPONENT, VERTICAL/OVERHEAD MORTAR EUCLID CHEMICAL WITH CORROSION INHIBITOR rn DESCRIPTION r1 SPEED CRETE PM is a single-component,polymer-modified,ready-to-use,cement based concrete and masonry repair mortar that requires only potable water for mixing. SPEED CRETE PM is a proprietary formulation of O portland cement, finely graded aggregates and special polymer modifiers used to increase adhesion,strength, and aid in curing. _ PRIMARY APPLICATIONS rn • Repair of numerous interiorrexterior,above/below grade,vertical/overhead structural surfaces without forming m FEATURES/BENEFITS "o • Compatible with galvanic anodes • Repairs from featheredge to 3" (7.6 cm) • Excellent workability • Develops high strength and tenacious bond • Contains an integral corrosion inhibitor • Excellent resistance to freeze-thaw conditions • After initial set, may be shaved to conform to contours of the surrounding surface TECHNICAL INFORMATION The following are typical values obtained under laboratory conditions. Expect reasonable variation under field conditions. Set Time,ASTM C266,Gilmore Initial Set approx 15 min Flexural Strength psi(MPa)ASTM C78 Final Set approx 40 min 7 Day 650 (4.5) Working Time 10 to 15 min 28 Days 1,300 (9.0) Compressive Strength psi(MPa)ASTM C109 Shear Bond Strength psi(MPa)ASTM C 882 1 day 2,500(17.2) 28 Day 2,650(18.3) m 7 days 6,500 (44.8) Splitting Tensile Strength psi(MPa)ASTM C496 v 28 days 7,000 (48.3) 7 day 450 (3.1) 28 day 550 (3.8) Volumetric Resistivity 7,980 ohm-cm Freeze Thaw Resistance ASTM C666 rn 320 cycles 99.0%RDF -o PACKAGING SPEED CRETE PM is packaged in 50 lb (22.7 kg) poly-lined bags. SHELF LIFE 1 year in unopened package COVERAGE/YIELD One 50 lb (22.7 kg) bag yields approximately 0.5 ft3(0.014 m3). DIRECTIONS FOR USE Surface Preparation: Concrete surfaces must be structurally sound,free of loose or deteriorated concrete and w m free of dust,dirt,paint,efflorescence,oil and all other contaminants. Mechanically abrade the surface to achieve o a surface profile equal to CSP 6-8 in accordance with ICRI Guideline 310.2. Properly clean profiled area. c. a Priming&Bonding (Saw Cut&Chipped Out Repairs): Thoroughly clean any exposed reinforcing steel, and apply DURALPREP A.C.to the concrete and the reinforcing steel within the repair area.Refer to the DURALPREP -r A.C.technical data sheet for full instructions.Alternatively,application of EUCOWELD 2.0 to a dry substrate or a scrub coat of SPEED CRETE PM to the saturated surface dry (SSD)concrete surface may be used for bonding. The repair material must be placed on the scrub coat before the scrub coat dries out. Priming & Bonding (Vertical & Overhead Skim Coats/Toppings): Apply EUCOWELD 2.0 to a dry substrate or a scrub coat of SPEED CRETE PM to the saturated surface dry (SSD) concrete surface. The repair material must be placed on the scrub coat before the scrub coat dries out. 19215 Redwood Road • Cleveland,OH 44110 www.euclidchemical.com 800-321-7628 t • 216-531-9596 f Mixing: SPEED CRETE PM will require approximately 4.0 to 4.25 qt (3.8 to 4.OL) of potable water per 50 lb bag (22.7 kg) to achieve the proper mix consistency. Pour the measured amount of water into a clean mixing container,slowly add the SPEED CRETE PM,and thoroughly mix for 2 to 3 minutes to a stiff,no slump,putty-like consistency. Use a rotary mixer with rubber tip blades for mixing quantities up to 100 lb(45.4 kg). Application: Apply a scrub coat of neat mortar to the prepared SSD substrate. Before the scrub coat dries, apply SPEED CRETE PM. To ensure complete bond with the entire surface,force the SPEED CRETE PM firmly into the repair area by hand or with a trowel. Place the SPEED CRETE PM so that the material conforms to the contours of the surrounding surface. Always finish the SPEED CRETE PM toward the common bonding edge between the repair material and the existing surface. For repairs deeper than 3" (7.6cm) apply in multiple lifts. Score surface between lifts. Cure material using standard curing practices. Curing: Follow standard ACI guidelines for curing. In case of high temperature, high wind, or low humidity causing rapid surface drying, use wet burlap/plastic or a water-based curing compound. CLEAN-UP Clean application tools and mixing equipment with water immediately following use. PRECAUTIONS/LIMITATIONS • Use only potable water with SPEED CRETE PM. • Do not re-temper or add sand to SPEED CRETE PM. • Do not over-work or over-trowel the repair material. • Do not apply at temperatures below 45°F(7°C). • When necessary,follow the recommendations in ACI 305R "Guide to Hot Weather Concreting" or ACI 306R "Guide to Cold Weather Concreting". • In all cases,consult the Safety Data Sheet before use. Rev.07.20 WARRANTY:The Euclid Chemical Company("Euclid')solely and expressly warrants that its products shall be free from detects in materials and workmanship for one CO year from the date of purchase.Unless authorized m writing by ar officer of Euclid.no other representations or statements made by Euclid or its representatives,in writing or orally.shall after this warranty.EUCLID MAKES NO WARRANTIES IMPLIED OR OTHERWISE. AS TO THE MERCHANTABILITY OR FITNESS FOR ORDINARY OR PARTICULAR PURPOSES OF ITS PRODUCTS AND EXCLUDES THE SAME.If any Euclid product fails to conform with this warranty.Euclid will replace the product at no cost to Buyer.Replacement of arty product shall be the sole and exclusive remedy available and buyer shalt have oo clam for incidental or consequential damages.Any warranty claim must be made within one(I)year from the Date of the Gamed breach.Euclid does not authorize anyone on its behalf to make any written or oral statements which in any way alter Euclid's installation information or instructions in its product literature or on its packaging labels.Any installation of Euclid products which`ails to conform with such installation information or instructions shall void this warranty_Product demonstrations,A any.are done for illustrative ourposes only and do^rot constitute a warranty or warranty alteration of any kind.Buyer shall be solely responsible for determining the suitability of Euclid s products for the Buyer s intended purposes. Qualified Product List https://wsdot.wa.gov/biz/mats/QPL/QPLPrint.cfm?Product_no=201700... Washington State January 26,2022 Qualified Product List Contractor Product Information Contractor: Contract No: Sub Contractor: Date: Bid Item: Manufacturer: Euclid Chemical Co. - Cleveland, OH Product Name: Speed Crete PM Standard Spec : 9-20.4(3), Mortar Type 2 for Masonry Applications Product Description : Mortar for Masonry Applications Product Restriction : Acceptance Code : 3113 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL and conforms to the Standard Specification blending ratio. Last Updated : Mar 25, 2017 To be completed by the field inspector: Quantity: Verified By: Date: I of 1 1'26,2022,2:24 PM ANIL Wastes!Iton State WI/ 'Transportation Request for Approval of Material Contract Number FA Number SR Date CAG 20-065 N/A DUVALL AVE NE 01/06/2022 Section I Title of Project County DUVALL AVE NE KING Contractor Subcontractor REED TRUCKING&EXCAVATING,INC This form shall be completed prior to submittal. If this form is not compete at time of submittal it may For WSDOT Use Only be returned for information that was omitted. RAM# 029B PE Use Bid Item Material or Name and Location of Fabricator, Specification PE/QPL Hdqtr./QPL HQ Use No. Product/Type Manufacturer or Pit Number Reference Code Code B17 ALL THRD ROD STS INDUSTRIAL Std. Plan- 10 106 A49-A53 SPEE DCR ETE/RE DLI NE EUCLID CHEMICAL Std. Plan - 10 310.1 A43-A48, B6-B8, ETHAFOAM SHEETS ULINE S.P.7-04.2 3 B17 and B18 Project Engineer/Representative Date State Materials Engineer/Representative Date 1/20/2022 Acceptance Action Codes for use by Project Engineer and State Materials Laboratory 1. Acceptance Criteria: Acceptance based upon"Satisfactory"Test Report for samples of materials to be incorporated into project. 2. Acceptance Criteria: Mfg.Cert.of Compliance for'Acceptance'prior to use of material. c Acceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material.Catalog Cut Approved ❑X Yes ❑No Acceptance Criteria: Submit Shop Drawings for'Approval'prior to fabrication of material. 5. Acceptance Criteria: Only'Approved for Shipment',WSDOT Inspected'or'Fabrication Approved Decal'material shall be used. 6. Acceptance Criteria: Submit Certificate of Materials Origin to Project Engineer Office. 7. Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action. 8. Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. 0•pproval Withheld: See Remarks 11. Miscellaneous Acceptance Criteria. Remarks (PE): COR-TEN Steel Tie Rods per COR Std. Plan•310.1 Remarks Mortar for pipe joints and grade rings and casting for CB (HQ): Type 1 shall meet requirements of AASHTO M 85, Type I or Type II, per Std. Plan -200.00&WSDOT 9-04.3 Mortar for Manhole Risers shall meet requirements of ASTM C270 Type S, per COR Std Plan -106 DOT Form 350-071 Project Engineer Distribution Revised 03/2021 ®Contractor 0 Region Operations Engineer 0 Fabrication Inspection ❑Region Materials 0 State Materials Lab-MS 47365 1t/ A307 All Thread Rod,Galvanized BID ITEM B17 FOR HYDRANT RUNS 0/01The ASTM A307 specification covers carbon steel bolts and studs ranging from 1/4'through 4'diameter A307.s an economical low carbon matenal often manufactured using A36 round bar Dimensional specifications 1 are governed by ASME B18.31.3 A307 all thread rod is available In hot dip galvanized finish which provides a corrosion resistant zinc coating.The all thread rod listed on this page is don-wane.melted and manufactured In the USA. as PRODUCTS GOVERNING STANDARDS MECHANICAL PROPERTIES CHEMICAL PROPERTIES GOVERNING STANDARDS .. SUBMITTAL REVIEW rio Esoeponi Taken _ ran.Corea...Nam Amend a new6omr Aare Aab] Covers Me rrernalKa and Tarmal requirements v iements Rd,ncn series fasteners In diameters tram ]( Roo ded-Sere nenLLs 1,4.exam 4'mane of canon Reel naves a mn mwn rernee strewn,of 60.000 p51 IlarbRTANT NOT 60 F IA.,x.rw rY , c1 `rs'n Sops not Mery tree i rnlrw Arm.h.. I' respone.b'ip M;rteioe a 01Mm. wte 1 re Mans.Speaaca'er s and aY!altat.s Covers Me genera aM raniee+mal data SSW sells'nredded rods • CO lama Rods ma ✓rnirerl:1.osswils OOP nal.Sas aana-Ma1e.1 11916 aaasE a1 1 UNC A ode dies me deeq inns wrier CMS allowance tolerance.and desigrwgn ion Untied screw UNF Class 2A threads a'r loos uia 1f11/2022 Diameter + nursed Pilch + 7> A307 All Thread Rod.Galvanized or I The Euclid Chemical Company SPEED CRETE RED LINE ED RAPID SETTING REPAIR MATERIAL EUCLID CHEMICAL n DESCRIPTION SPEED CRETE RED LINE is a rapid-setting,cement-based concrete and masonry repair mortar.SPEED CRETE 0 RED LINE is a proprietary formulation of blended portland cements,finely processed selected aggregates, and specific chemical additives that undergo a chemical"hyper hydration"and produces a stable, low permeability, cementitious matrix. SPEED CRETE RED LINE can be"shaved"for detailed repairs. D v PRIMARY APPLICATIONS • Interior and exterior r' • Vertical and overhead repairs • Used at no slump consistency • Outstanding repair material for concrete pipe,formed and precast concrete FEATURES/BENEFITS • Initial set in 8 to 20 minutes • High strength • Final set within 30 minutes • Excellent durability • Can be"shaved"to desired shape • Compatible with galvanic anodes TECHNICAL IN FORMATION The following are typical values obtained under laboratory conditions. Expect reasonable variation under field conditions. Compressive Strength, psi (MPa)ASTM C109 Freeze Thaw Durability Factor ASTM C666 m 24 Hour 2,550(17.6) 300 Cycles 96.75% 7 Day 4,000 (27.6) ^' Shrinkage 50%RH ASTM C157(3"x3"x11"specimens 28 Day 5,700(39.3) Set lime,ASTM C266 were removed from molds @ 24 hours) Initial 8 20 Min 28 Day -0.069% Final 15-30 Min Expansion 100% RH ASTM C157(3"x3"x11"specimens Split Tensile Strength,psi (MPa) ASTM C496 were removed from molds @ 24 hours) 7 Day 240(1.7) 28 Day 0.142% 28 Day 290(2.0) Flexural Strength, psi (MPa) ASTM C348 Scaling Resistance ASTM C672 7 Day 700(4.8) 50 Cycles 0%loss 28 Day 918 (6.3) Volumetric Resistivity 5,250 ohm-cm Appearance: Available in 6 shades of gray o ut PACKAGING m O SPEED CRETE RED LINE is packaged in 50 lb(22.7 kg) poly-lined bags, and 50 lb (22.7 kg) pails wo o $ D SHELF LIFE 18 months in original, unopened packaging COVERAGE One 50 lb (22.7 kg) bag yields approximately 0.47 ft3 (0.013 m3)when mixed with 5.5 qt(5.2 L) water 19215 Redwood Road • Cleveland, OH 44110 www.euclidchemical.com 800-321-7628 t • 216-531-9596 f • DIRECTIONS FOR USE Surface Preparation:Concrete surfaces must be structurally sound,free of loose or deteriorated concrete and free of dust,dirt,paint,efflorescence,oil and all other contaminants.Mechanically abrade the surface to achieve a surface profile equal to CSP 6-8 in accordance with ICRI Guideline 310.2. Properly clean profiled area. Priming& Bonding (Saw Cut&Chipped Out Repairs): Thoroughly clean any exposed reinforcing steel,and apply DURALPREP A.C.to the concrete and the reinforcing steel within the repair area.Refer to the DURALPREP A.C. technical data sheet for full instructions. Alternatively, application of a scrub coat of SPEED CRETE RED LINE to the saturated surface dry(SSD) concrete surface may be used for bonding.The repair material must be placed on the scrub coat before the scrub coat dries out. Mixing: SPEED CRETE RED LINE will require approximately 5 to 5.5 qt(4.7 to 5.2 L) of potable water per 50 lb (22.7 kg) bag to achieve the proper mix consistency. Pour the measured amount of water into a clean mixing container, then add the SPEED CRETE RED LINE, and thoroughly mix for no more than 60 seconds to a stiff, no slump, putty-like consistency. Mix small quantities of SPEED CRETE RED LINE in a clean pail with a hand trowel. Use a rotary mixer with rubber tip blades for mixing quantities up to 100 lbs. (45.4 kg). To fill patches 2" (5.1 cm) deep or greater, add clean, pre-dampened,3/8" (0.96 cm) size pea gravel. DO NOT USE LIMESTONE AGGREGATE.The mix ratio must not exceed 40 lbs. (18 kg) of pea gravel to each 50 lb (22.7 kg) bag or pail of SPEED CRETE RED LINE. Mixing procedure:Start mixer,load water,load pea gravel,and then load the SPEED CRETE RED LINE. MIX FOR NO MORE THAN 60 SECONDS. Application: For vertical repairs, place SPEED CRETE RED LINE in 1/8"-2" (3.2mm-50.0 mm) lifts.To ensure a complete bond with the entire surface,force the SPEED CRETE RED LINE firmly into the SSD area by hand or with a trowel. Slightly overfill the repair,and following initial set,shave the material to conform to the contour of the surrounding surface. Always shave SPEED CRETE RED LINE toward the common bonding edge between the repair mortar and the existing surface. Cure material using standard curing practices. Cold Weather Installation: Application at temperatures below 40°F (4°C) extends the set time. Heating the repair area until warm, using warm water for mixing, and tenting/insulating the repair area after application will increase strength development. Do not use direct heat on the repair after it is installed. CLEAN-U P Clean application tools and mixing equipment with water immediately following use. PRECAUTIONS/LIMITATIONS • Keep in covered storage away from all moisture. • Mix no more than 60 seconds. • Use only potable water with SPEED CRETE RED LINE. • Mix to a stiff, putty-like, no slump consistency. Do not add more water than recommended. • Do not apply SPEED CRETE RED LINE as a horizontal topping or as a tile setting mortar. • When necessary, follow the recommendations in ACI 305R "Guide t Q131U r Co rp�r� " r�ACI 306R "Guide to Cold Weather Concreting". a J IV1ITT AL KCVItW • Do not re-temper or add sand to SPEED CRETE RED LINE. No Exceptions Taken • In all cases, consult the Safety Data Sheet before use. Make Corrections Noted Amend & Resubmit Rejected-See Remarks Mortar for pipe joints and grade rings and casting for CB Type 1 shall meet requirements of AASHTO M 85,Type 1 IMPORTANT NOTICE:This review or Type II, per Std. Plan -200.00&WSDOT 9-04.3 does not relieve the Contractor from responsibility to comply&conform Mortar for Manhole Risers shall meet requirements of with the Plans, Specifications, and ASTM C270 Type S, per COR Std Plan -106 Contract Documents. IWO Gray&Osborne,Imo. CONSULTING ENGINEERS Rev.03.19 Bv• DRS Date-1/11/2022 WARRANT...The Euclid Chemical Company I'Euclid"I solely and expressly warrants that is products shall be free from defects m materials and wo'kmarship for one(II year from the date of purchase.Unless authonzed m writing by ar officer of Euclid.no other representations or statements made by Euclid or its representatives.in writing or orally.shall alter this warranty.EUCUD MAKES NO WARRANTIES.IMPLIED OR OTHERWISE. AS TO THE MERCHANTABILITY OR FITNESS FOR ORDINARY OR PARTICULAR PURPOSES OF ITS PRODUCTS AND EXCLUDES THE SAME.If any Euctd product fails to conform with this warranty.Euclid will replace the product at no cost to Buyer.Replacement of any product shall be the sole and exclusive remedy ava table and buyer shall have no clam for incidental or consequential damages.Any warranty claim must be made within one I1)year from the date of the claimed breach.Euclid does not authorize anyone on its behalf to make any written or oral statements which in any way alter Euclid's installation information or instructions in its product literature or on its packaging labels.Any installation of Euclid products which rails to conform with such installation information or instructions shall void this warranty product demonstrations,it any.are done tor illustrative purposes only and do not constitute a warranty or warranty alteration of any kind.Buyer shall be solely responsible for determining the suitablity of Euclid's products for the Buyer s intended purposes ULINE 700 Uline Way • Allentown, PA 18106 - PHONE (800)295-5510 • WEB uline.com • FAX(800)295-5571 January 4, 2022 Ferguson Waterworks 2042 112th St S Tacoma, WA 98444 Hello Mark, This is the Specification Sheet for S-12856- Plank Foam without Adhesive - Non- Perfed, White, 48 x 96 x 2". • Flexible low-density polyethylene foam is highly resilient, shatter proof and tear resistant. • Water, fungi and mold-resistant closed cell foam. • FDA compliant for indirect food contact. • Non-perfed sheets, no adhesive. • Temp Range --78° a +101°C (-110° to +215°F) Please contact our Customer Service Department at 1-800-295-5510 if you have any additional questions. Sincerely, Andrea N. Customer Service Pennsylvania SUBMITTAL REVIEW X No Exceptions Taken Make Corrections Noted Amend & Resubmit Rejected-See Remarks IMPORTANT NOTICE: This review does not relieve the Contractor from responsibility to comply&conform with the Plans, Specifications, and Contract Documents. It c;rAy SL Osborne, CONSULTING ENGINEERS By: DRS Date: 1/20/22 CHICAGO •ATLANTA • DALLAS • LOS ANGELES • MINNEAPOLIS NYC/PHILA • RENO •SEATTLE • MEXICO CANADA Washington State �'/ Department of Transportation Request for Approval of Material Contract Number FA Number N/A SR Duvall Ave NE Date CAG 20-065 01/04/2022 Section/Title of Project Duvall Ave NE County King Contractor Reed Trucking & Excavating, Inc. Subcontractor This form shall be completed prior to submittal. If this form is not compete at time of submittal it may For WSDOT Use Only be returned for information that was omitted. RAM# 019A PE Use Bid Item Material or Name and Location of Fabricator, Specification PEIQPL Hdgtr./QPL HQ Use No. ProductiType Manufacturer or Pit Number Reference Code Code A53 ma— Manhole Adp Multi-fittings 7-05.3 3 P ject Engi five Date State Materials Engineer/Representative Date 1/10/2022 A e nc ction Codes for use by Project Engineer and State Materials Laboratory 1. Acce ance C'i a: Acceptance based upon"Satisfactory"Test Report for samples of materials to be incorporated into project. 2. Acceptance Criteria: Mfg.Cert.of Compliance for'Acceptance'prior to use of material. 0 Acceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material. Catalog Cut Approved XQ Yes ❑No 4. Acceptance Criteria: Submit Shop Drawings for'Approval'prior to fabrication of material. 5. Acceptance Criteria: Only'Approved for Shipment','WSDOT Inspected'or'Fabrication Approved Decal'material shall be used. 6. Acceptance Criteria: Submit Certificate of Materials Origin to Project Engineer Office. 7. Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action. 8. Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. 10. Approval Withheld: 11 Miscellaneous Acceptance Criteria. Remarks (PE): Remarks (HO): DOT Form 350-071 Project Engineer Distribution Revised 03/2021 IN Contractor 0 Region Operations Engineer ❑Fabrication Inspection 0 Region Materials 0 State Materials Lab-MS 47365 BID ITEM A43, SPEC REFERENCE 7-05.3 SUBMITTAL REVIEW X No Exceptions Taken LAYI \ .J LE \ 7_] T I Make Corrections Noted Amend & Resubmit At Rejected-See Remarks ISSUE IMPORTANT NOTICE: This review MULTI FITTINGS SUPER does not relieve contractor from his responsibility to comply&conform MANHOLE ADAPTER WITHOUT Si with the Plans, Specification, and (SAND COATED) Contract Documents. 11) • Gray&Osborne, Inc. CONSULTING ENGINEERS • L • • H 1 By: DRS Date:1/6/2022 PS CONCRETE MANHOLE _ — SPIG❑T 1f FABRICATED FITTING ( F) SIZE PART REFERENCE L PS H1 NUMBER NUMBER REF SEWER F @ 4 063060 485940 7, 000 082 4. 215 M = 6 063061 485960 7, 500 084 6, 275 F @ 8 063063 485980 7, 000 082 8, 400 F @ 10 063064 485910 7. 000 082 10, 500 - F @ 12 063065 485912 7, 000 082 12, 500 F @ 15 063062 475915 7. 000 082 15, 300 F @ 18 063066 475918 9, 500 082 18. 701 F @ 21 063543 465921 10. 250 082 22. 047 F @ 24 063068 455924 12, 000 082 24, 803 F @ 27 063591 445927 12, 500 082 27. 953 Note: = Refer to Page G4 for Hub Deta i 1, Type A @ Refer to Page G5 for Hub Detai l, Fabricated PAGE G36 Washington State ♦/ Department of Transportation Request for Approval of Material Contract Number FA Number N+A, SR Duvall Ave NE 'Date CAG 20-065 I 8/31/21 Section I Title ofProject Duvall Ave NE CO King Contractor Reed Trucking & Excavating, Inc. Suocontractor This form shall be completed prior to submittal. If this form is not compete at time of submittal it may For W$DOT Use Only be returned for Information that was omitted. RAM# 029 PE Use Bid Item Material or Name and Location of Fabncator, Specification PE/QPL Hcgtr i'QPL HQ Use No. ProductrType Manufacturer or Pit Number Reference Code Code A53 F 11 tOgFIanged Sigma 7-05 10 A53 MJ Fittings Star Pipe Products 7-05 10 A53 Flanged Star Pipe Products 7-05 10 ittings A53 Fittingsint Compact Sigma 7-05 10 r I Project Engineer/Representative �� Date State Materials Engineer/Representative Date -- 9121/2021 Acceptance Action Codes for use by Project Engineer and State Materials Laboratory 1. Acceptance Criteria: Acceptance based upon"Satisfactory"Test Report for samples of matenaas to be incorporated mto project. 2. Acceptance Criteria: Mfg.Cert.of Compliance for'Acceptance'prior to use of material 3. Acceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material.Catalog Cut Approved ❑Yes ❑No 4. Acceptance Criteria: Submit Shop Drawings for'Approval'prior to fabrication of material. 5. Acceptance Criteria: Only'Approved for Shipment','WSDOT Inspected'or'Fabrication Approved Decal'material shall be used. 6. Acceptance Criteria: Submit Certificate of Materials Origin to Project Engineer Office. 7 Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action. 1 8 Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. Cr)Approval Withheld: See Remarks. Miscellaneous • ••=•stance Criteria. Remarks (PE). Provide submittal for Kor•N-Seal boot or approved equal for connection to storm structure, per Special Provisions 7-05.3. For connecting polypropylene pipes, provide submittal for ' Remarks corrugated pipe adapter, per the COR STD. Plan—201.00. (HQ): DO-Form 350-071 Project Engineer Distribution Revised 03/2021 ®Contrador ❑Region Operations Engineer 0 Fabncacion Inspection 0 Region Victoria's ❑Slate Materais..ab-MS 47366 BID ITEMS A53, B06, B07, B08, B11, B12, B17, sffin AESIGMATM Quality — Service—Commitment— Delivered. C110 DUCTILE IRON FLANGED FITTINGS IS _,..-- , tli A. . 1,----7- . *---)N. 1 i . i 4 $iz saot2-4$ag Ir Ls + -_z . C110 DUCTILE IRON FLANGED FITTINGS BASIC SPECIFICATIONS SIZES: • 2"-64" MATERIAL: • Ductile Iron ASTM AS36 Grade 60-42-10,65-45-12 or 70-50-05. PRESSURE: • 250 PSI Water Working Pressure for Ductile Iron sizes 2"-48". • 150 PSI Water Working Pressure for Ductile Iron sizes 54"-64". TESTING: • In accordance with ANSI/AWWA C110/A21.10 where applicable. • Other items are in accordance with manufacturer's standards. • 54"and above Flanged Fittings are manufactured as per AWWA C153/A21.53. • All fittings are hydrostatically tested in accordance with SIGMA Quality Management Standard. • All fittings are heat coded to ensure traceability and verification of metallurgical properties in accordance with SIGMA Quality Management Standards. LAYING LENGTH: • In accordance with ANSI/AWWA C110/A21.10 where applicable. • Other items are in accordance with manufacturer's standards. • 54"and above Flanged Fittings are manufactured as per AWWA C153/A21.53. CEMENT LINING: • Double cement lined in accordance with ANSI/AWWA C104/A21.4. COATING: • Interior of fitting is seal coated(asphalt material)in accordance with ANSI/AWWA C104/A21.4 and NSF61 approved. • Red Primer Outside. • For special conditions,other types of coatings and linings are available. • Please specify when ordering. GASKETS: • SBR in accordance with ANSI/AWWA C111/A21.11 &ANSI/AWWA C111/A21.11. • Also available in EPDM,NBR and CR. APPROVALS: • 2"-16"Underwriters Laboratories listed and Factory Mutual Approved. STANDARDS: • Certified to NSF61 Standard including Annex G. • ANSI/AWWA C110/A21.10 Where applicable. • Other items are in accordance with manufacturer's standards. • 54"and above Flanged Fittings are manufactured as per AWWA C153/A21.53. INSTALLATION: • Per ANSI/AWWA C600 and C111 using DIP conforming to C150/C151 and PVC pipe conforming to C900/ C905. SIGMA Corporation 700 Goldman Drive 800 999 2550 p www.sigmaco.com Cream Ridge, NJ 08514 609 758 1163 f crm-sales@sigmaco.com • ESIGMATM Quality-Service-Commitment-Delivered. T BC ; k O Q D ko rionlic/ . ,size.. OD'_ °BCS - ' •:T HotesDIa:'•. ' ;BolCSIze. " .No .Boats., ' 2 6.00 4.75 0.62 0.75 5/8 x 21/2 4 ,�-3 7.50 i • : ��._- i` - �'` �--." ; 6:00� �_Or75t.,...� 0'T5 7 518,x;21't2� �'_._. 4 9.00 _ 7.50_ _ 0.94 __ _0.75 5/8 x 3 8 _ 7. ._`5 7. _-_____10;00- .�� .:�7.8 ... __..: �,�.Q Q4-:-... --.. _:�;88. . .W .e34tx;3u�-', 78�� _ , ..-f6 yr_.:_ ,:1,1::00: _, _ 4i9 501 �,1:00i _ i0.88., 314X;3112i� 8' ��`,�._....... r._ _..u..,13:50_.._ ._.�.:,t17.75.... .._ -�s1:12in ._ ._- ...U.8$," 314X-3112;, 78�- 10 16:00 '14.25 1.19 1.00 7/8 x 4 12 �J 12 ; ;t9.00 .17 ` • "°- . -1.0q : '710,x 4;., 12,'.�.. 14 21.00 1:8.75 1.38 1.12 1 x 4112 12 .._.:. 16_.,a ... • '23750_ -.__,_721.25 . _,_.1,44;. :f1211v,. +1 x;4112t,____:__ - ..s,:_• 18 _25 00 22.75 '1.56 1.25 1 1/8 x 5 16 ._.._... 2fF 27�5® .._._.•.�,.,... �250® $��'� : 1� -,w,..._. ._.._...._ 25:..-..._.._.Nf..., m''1!$S�XST_ .�._... `20, ..�..-.. 24 32.00 29:50 1.88 1.37 .1 1!4 x 5 1/2 20 ..____30 ,_ 3875� __- 38:00'- _ 202 __._ :1:;37` 1'.1/4ic761/2 28 ,- 36 46.00 42,75 ,2.38 1.62 1 1/2 x"7 32 42 - •..63:00. ` y .4:9 50; - : 2;fi2; '"1z62 • ''f 71/2-x 71i2... . 36 • 48 59.50 56.00 2.75 1.62 1 1/2x 8 44 54 .66 25 m e- ;62776:-:__;__ - :Dry • . ;2:00 _ 1 3144 :_._.r,_`' _ 60 73.00 69:25 3.12 2.00 1'314 x 9 52 -,64' ' - .a ab 7(3A0 . 135,_ •2TW� - 1"3!4'z 9• .52 *Contact SIGMA for available fittings. It. A * Nolen Cast iron fittings available upon request weights in Pounds,Less Accessories P Dimensions in incites (I 1■ 1 A�� September 2015 SIGMA Corporation wtiwvsigrnaco,com 13 APPROVED Surber Back to Contents PROMOS, BID ITEMS A53, Bab, Compact MJ Fittings B07, B08, B11, B 12, ANST/AWWA C153/A21.53 B17, 3" - 48" DUCTILE IRON MECHANICAL JOINT COMPACT FITTINGS GENERAL SPECIFICATIONS MATERIAL: DUCTILE IRON PERASTMA536 PRESSURE: 350 PSI RATING FOR 3"-24"SIZESAND 250 PSI RATING FOR 30'-48" TESTING: 1N ACCORDANCE WITH ANSI/AW WA C 153/A21.53 AND ULREQUIREMENTS IAAYINGLENGTH: IN ACCORDANCE WITH ANSI/AWWA C 153/A21.53.FITTINGS NOT LISTED IN ANSUAWWA HAVE DIMENSIONS PER STAR DESIGN AS NOTED IN CATALOG WElGII1S: DO NOT INCLUDE ACCESSORIES,CEMENT LENINGAND COATINGS FLANGES: FLANGED ENDS ON FITTINGS MATCHANSI/AWWAC115/A21.15 AND ANSI B 16.I CLASS 125 FLANGES CEMENT LINING: IN ACCORDANCE WITH ANSIIAWWA C 104/A 21.4 COATING: ASPHALTIC SEAL COAT INSIDE AND OUT IN ACCORDANCE WITH ANSI/AWWA C 104/A21.4 GASKETS: SBRIN ACCORDANCE WITH ANSI/AWWA C 111/A21.11(SEE PAGE 9) T BOLTS/NUTS: LOW ALLOY STEEL INACCORDANCE WITH ANSI/AWWA C111/A21.11(SEE PAGE9) APPROVALS: 4"-12"UNDERWRITERS LABORATORIES LISTED:UL/NSF61 AAWVltA , member L L ` (211 1 :. :a,a.5 gin. o a z,11 In. -.0,11 In, ar d Q"dr+7,0.38 ir*. Mechanical-joint dimensions-in. Bolts SIZE A Dia. B C Dia. D Dia. F Dia. J.Dia. K1 Dia. K2 Dia. L M S 0 X.Dia. Size No. 3 3.96 2.50 4.84 4.94 4.06 6:1.9 7.62 7.69 0.58 0.62 0.39 28° 3/4 .5/8x3 4 4 4.80 2.50 5.92 6.02 4.90 7.50 9.06 9.12 0.60 0.75 0.39 28° 7/8 3/4x3 1/2 4 > :6 :6c90 2 5a 8 025 :8s12' 7:00 9:501 < . ; ,-,,_ 1'.�E r1�.1'.'F2�;%,063' •U88 ;D:43; �28°.' 7'l8i �314i�ia112 °8 J45 :2:50; ;10LL:17 ;az7; 9,:1 it7'5 101- ':'f3s37 •.066� 'gt'iDO; c®�45: �28°� 718',= 10 11.10 2.50 1222 12.34 11.20 14.00 15.62 15.62 0:70 1.00 0.47 28° 7/8 3/4x4 8 -12 13:20 2:50• ,4'32' 14`: 4; :WO T16E25 i;7 88 17i88'';`10s73` ,7.D4• 0 49 28° (7/8 314 3 ,8 14 15.30 3.50 16.40 16.54 15.44 18.75 20.25. 2025 0.79 125 0.55 28° 7/8' 3/4x4 1/2 10 16• :�Z:40 3 50‘ 'f8c50's `18i64• =1=7.54' 21 00 `22 50 !22 50 '0 85 1 3Y 0:58. 480' S7/8 3I4x4S1'12i 1-2 18 19,50 3.50 20.60 20.74 19.64 23.25 24.75. 24.83 1.00 1.38 0.68 28° 718 3/4x41/2 12 20 21.60 3.50 22.70 22.84 21.74 25.50 27.00 27.08 1.02 1.44 0.69 28° 718 3/4x4 1/2 14 24 25.80 3.50 26.90 27.04 25,94 30.00 31.50 31.58 1.02 1.56 0.75 28° 7/8 314x5 16 30 32.00 4.00 3329 33.46 32;17 36.88 39.12 39.12 1.31 2.00 0.82 20° 11/8 1x6 20 36 38.30 4.00 39.59 39.76 38.47 43.75 46.00 46.00 1.45 2.00 1.00 20° 1 118 1x6 24 42 44.50 4.00 45.79 45.96 44.67 50.62 53:12 53.12 1.45 2.00 1.25 20° 13/8 11/44.1/2 28 48 50.80 4.00 52.09 52.26 50.97 57.50 60.00 60.00 1.45 2.00 1.35 20° 13/8 11/4)61/2 32 Tel:(800)999-301)9,(281)558-3000,Fax:(281)558-9000 Pare . J /i STAR'P.IPE PRODUCTS Utility Pipe Fittings and Accessories BID ITEMS A53, BOB, ) ) Flanged Fittings B , B08, 811, B12, ANSI/AWWA C110/A21.10 / B17,7 1" - 64" DUCTILE IRON FLANGED FITTINGS GENERAL SPECIFICATIONS MATERIAL: Ductile iron per ASTM A536 PRESSURE: 250 PSI rafiing for 1"=48"sizes and 150 PSI rating for 54"e 64" TESTING: In accordance with ANSI/AWWA C 110/A21,10,UL and FM requirements :, LAYING LENGTH: 2"-48"sizes in accordance with ANSI/AWWA C110/A21.10 and ANSI 816.1 and 54°-64"sizes in accordance fi with ANSI/AWWA C153/A21.53(fittings not risted in ANSI/AWWA have dimensions per Star design as noted in :. '" the catalog) WEIGHTS: Are in pounds.unless noted otherwise and do not include accessories.cement lining and coatings t, `me DRILLING: In accordance with ANSI/AWWA Cl 10/A21.10,ANSI/AWWA C153/A21.53 and ANSI B16.1 Class 125 Flanges I •CEMENT LINING: In accordance with ANSI/AWWA C104/A21.4--sizes 1"-3"single thickness and sizes 4"-64"double thickness ° r; COATING: Asphaltic seal coat inside in accordance with ANSI/AW WA C104/A21.4 and prime coat outside APPROVALS: 4"-12"Underwriters Laboratories Listed and Factory Mutual approved for 300 PSl rating 2'and greater ore UL/NSF-61 {• DIMENSIONS: All dimensions are In inches unless noted otherwise ' T A 11111111 � � B.C. r;: v O 0 ► o A1NWA 04 � MeuDErs x `:a INA O o W{11DIEUAUT1 FLANGE DETAILS 44) NON. O.D. B.C. T BOLT-HOLE BOLTS SIZE DIA., 512E NO: * t 4.25 3.12 0.44 0.62 'l2 x 2 4 t' * 1 'f2 5°00 3,88: 0°56 0,62 '%x 2 ' 4 * 2 6°00 4.75. 0°62 0.75 %x 2% 4 * 216. 7:00 5,50: 0:69 0.75.•' %x 2'' 4 f ,,, I 3 7.50 6.00 0.75 0.75 %x2' 4 4' 9.00 7.50 0.94 0.75 %x'3 8" t. 5 10.00 8.50 0.94 0.88 %x 3 8 _)6, 11--A0; '9.50'; 1.00. 0.88_ sh x 'A8 St ;8 `13:50> `hI.ZS! '1:1>2` 0,88� :�!:_k3'_'h: 8;: '==z 10 16°.00 I4,25 1,19 i3Ofl. ?Je' 4. 12 ,12 4i9sO0 'i }00; 71':25, __. 1,.00; ;' x:4 .1'2, 0 14 21.003 1875 1:38 1..13 1x41.4 _ 12 -j :1'6,' 23 50' '2I%25i ;1 44' i,l3i 'l x'4'%sl c16; r 18 25:00• -22:75 �1:56 1.25 1 '/a x 5 16 lax 20 27.50 25.00 1.69 1.25 1 %x 5 20 24 32,00' ''29.50 1:88 1.3.8' l•'4 x 5 h- 20' 30 38.75 36.00 2.12 1.38 1 14 x 6',.4. 28' 36 46'_00' 42.75 2`38 I. 1 ' x 7 32. 42 53.00 49.50 2.62 _ 1.63 1 ''A x 7''A , 36 48 wm 59950 :56.00 '2r75 ..�_�.. 1,63 'h_1� x 8 44 i. '" * 54 66.25 62.75 3.00 2.00 1%x 8% 44 x * 60 73:00 46925 3.12 '22.00 1'a/.x 9- 52. "` t 64 80.00 76.00 3.38 2.00 1 f.x 9 52 REVAT *Not Included In AWWA C110' oFEGISTERED iRACEm+Rr.OF STAR PIPE PRODUCTS STAR`PIP.=.PRODUCTS nt4INtR°d1 IQUSTON CA t'RPORAFVITC ,TRUE IdR 19 ll(FAA 3EI-s '0Dl mwwstvtApap aauch.mm Page 37 BID ITEMS A53, B06, B07, B08, B1 1, B12, B17, SIGMA MECHANICAL JOINT COMPACT FITTINGS DUCTILE IRON CLASS 350 as per ANSI I AWWACI53 I A21.53 3"-48" DUCTILE IRON MECHANICAL JOINT FITTINGS.CLASS 350 BASIC SPECIFICATIONS MATERIAL: Ductile iron ASTM A536 PRESSURE: 350 PSI Water Working Pressure(CLASS 350)3"-24":250 PSI 30"-48" TESTING: In accordance with ANSI IAWWAC153/ A21.53&UL-FM requirements LAYING LENGTH: Short body design-straight section of body deleted to provide a.compact and lighter fitting without reducing strength or flow characteristics, in accordance with ANSI/AVVWAC153 f A21.53(3'°-48") CEMENT LINING: In accordance with ANSI/AWWAC104 I A21.4 COATING: Tar coated(bituminous)inside and out in accordance with ANSI/AWWA.C.104 IA21.4 GASKETS: SBR In accordance with ANSI I AWWA C111 /A21.11 T-BOLTS: Low alloy corrosion resistant high.strength steel'in accordance with ANSI/AWWAC111 /A21.11 APPROVALS: 3"-16" Underwriters Laboratories listed and Factory Mutual Approved. STANDARDS: Certified to NSF 61 Standard ANSI/AWWA C.153 I A21.53 for Compact Ductile iron Fittings 3"-24"for water and other liquids. �I�111.11=- �� ■ D B.C. A MECHANICAL JOINT DETAILS PLAIN END DETAILS Size A B B.C. C D E T T, Bolts Size O.D. L No. Size L 3 3.96 2.50 6.19 3/4 7.69 7.62 .62 .5B 4 5/8 3 3 3.96 5.5 4 4;80 2.50 7.50 7/8 9.12 9.06 .75 .60 4 314 3:5 4{ 4t30 ,5 5' 46+ =6 96' 2:50 i9 50 -11$i ;1 T 12' 1rt.06 88' ;�63t fi. :31; �35 i3 fB:90: ;5 5 $: 9.05, !22:50 '1;1 75; >718, ,13 37 13:31;i 1100; :66 '6: 10 1I.10. 2".50 i.00 .7 1 718 15.62 62 0 8 3/4 4 10 . 11.10 5,5 /--wiz. t13 2a+ 2 50` 4:00�, 15. 88 �_ as'; 1 00 :7 4 ;s r3r4, :12 i 20 g ; 14 15.30 3.50 18.75 718 20.25 2025 1 25 .j79 10 314 4 14 115.30� 8 0 1.1fi' 350' z1Ap: :718; 2250� ?72:50y ;F.31` �85 r"* r3J�.`: ar, .16� �14i]r �;80, 18 19.50 3:50 23.25 718 24.83 24.76 1.38 1.00 12 314 4 i8 f8.80 8.0 20 21.60 3.50 25.50 7/8 27.00 27.00 1.44 1.02 14 3/4 4 20 21.60 8.0 24 25.80 3.50 30.00 7/8 31.50 31.50 1.56 1.02 16 3/4 4.5. 24. 25.80 8.0 30 32.00 4.00 36.88 11/8 39.12 39.12 2.00- 1.54 20 1 6 30 32.00 8.0 36 38.30 4,00 43.75 1 118 46.00 46.00 2.00 1.70 24 1 6. 36 38.30 8.0 42 44.50 4.00 50.62 13/8 53.12 53.12 2.00 1.45 28 11/4 6 42 44.50 8.0 48 50.80 4.00 57.50 13/8 60.00 60.00 2.00 1-.45 32 1114 6 48 50.80 8.0 Weights in pounds Dimensions in Inches Alt Weights shown without accessories Washington State •/ Department of Transportation Request for Approval of Material Contract Number FA Number NSA SR Duvall II Ave NE Date CAG 20-065 9/28/2021 Section/Title of Project Duvall Ave NE County King Contractor Reed Trucking & Excavating, Inc. Subcontractor This form shall be completed prior to submittal. If this form is not compete at time of submittal it may For WSDOT Use Only be returned for information that was omitted. RAM# 029A PE Use Bid Item Material or Name and Location of Fabricator, Specification PEiQPL Hdgtr./QPL HQ Use No. Product/Type Manufacturer or Pit Number Reference Code Code A53 Sewer Piping IPEX,OIy N row J y 7-05 1 0 A57 MH3OL Olympic Foundry 7-05 10 Project Engineer/Representative , Date State Materials Engineer/Representative f Date ` uL_ 11/15/2021 Acceptance Action Codes for use by Project Engineer and State Materials Laboratory 1. Acceptance Criteria: Acceptance based upon"Satisfactory"Test Report for samples of materials to be incorporated into project. 2. Acceptance Criteria: Mfg.Cert.of Compliance for'Acceptance'prior to use of material. 3. Acceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material.Catalog Cut Approved ❑Yes E]No 4. Acceptance Criteria: Submit Shop Drawings for'Approval'prior to fabrication of material. 5. Acceptance Criteria: Only'Approved for Shipment', 'WSDOT Inspected'or'Fabrication Approved Decal'material shall be used. 6. Acceptance Criteria: Submit Certificate of Materials Origin to Project Engineer Office. 7. Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action. 8. Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. 10. Approval Withheld: 11. Miscellaneous Acceptance Criteria. Remarks (PE): Submit Kor-N-Seal Boot (or approved equal) and corrugated pipe adapter Remarks (HQ): Since HM cover is placed in sidewalk use Round Frame and Cover per City of Renton Std. Plan 204.40 (in lieu of Std. Plan - 204.50) DOT Form 350-071 Project Engineer Distribution Revised 03/2021 �� Contractor El Region Operations Engineer El Fabncation Inspection Region Materials ❑State Materals Lab-MS 47365 Submit Kor-N-Seal Boot and corrugated pipe adapter SUBMITTAL REVIEW No Exceptions Taken I Make Corrections Noted F. Amend & Resubmit by alioxis X Rejected-See Remarks IMPORTANT NOTICE This review • • does not relieve the Contractor from Ri ng-Tr respEF° ity to with C SEWER PIPING SYS x rear 8r C:losborma, Lebo. CONSU LYING ENGINEERS GASKETED SEWER P 3y: MB Date: 9/28/21 LETTER OF COMPLIANCE Scope: This letter of compliance covers the requirements for PVC Ring-Tite® SDR28 and SDR35 Gasketed Sewer Pipe. These products meet or exceed performance standards set by the American Society for Testing and Materials (ASTM), the Bureau de normalization du Quebec (BNQ), and CSA International (CSA). Ring-Titee Gasketed Sewer Pipes are suitable for conveyance of industrial, sanitary and storm-water sewage and is available in the following sizes: SDR28 4", 5"and 6"(100 mm, 125 mm& 150 mm) SDR35 4"through 60"(100 mm- 1,500 mm) SDR41 10"through 60"(250 mm- 1,500 mm) Material: PVC Poly(Vinyl Chloride) used in the manufacturing of Ring-Tate®Gasketed Sewer Pipe complies with ASTM D1784, Standard Specification for Rigid Poly(Vinyl Chloride) (PVC) Compounds and Chlorinated Poly(Vinyl Chloride) (CPVC) Compounds, having a cell classification of 12454 or 12364. Gasket materials used in the manufacturing of Ring-Titee Gasketed Sewer Pipe complies with the following requirements: ASTM F477 "Standard Specification for Elastomeric Seals (Gaskets)for Joining Plastic Pipe" for low- head applications;or ASTM F913 "Standard Specification for Thermoplastic Elastomeric Seals (Gaskets)for Joining Plastic Pipe" Extruded Pipe: Extruded Ring-Tite®Gasketed Sewer Pipe conforms to the following standards: 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 F679 "Standard Specification for Poly(Vinyl Chloride) (PVC) Large-Diameter Plastic Gravity Sewer Pipe and Fittings" BNQ 3624-130 "Piping - PVC Plastic Rigid Pipe and Fittings, 150 mm in Diameter or Smaller for Underground Sewage Application" IPEX USA LLC www.ipexna.com A PEX Page 2/... a"°"`5 Ring-Tite'" Gasketed Sewer Pipe BNQ 3624-135 "Unplasticized Polyvinyl Chloride (PVC) Pipe and Fittings, 200 mm in Diameter or Larger,for Underground Sewage and Soil Drainage" CSA B 182.1 "Plastic Drain and Sewer Pipe and Pipe Fittings" CSA B 182.2 "PVC Sewer Pipe and Fittings(PSM Type)" Lubricant: All Ring-Tite®Gasketed Sewer Pipe must be assembled using PVC pipe lubricant. Markinjs: Ring-Tite®Gasketed Sewer Pipes are marked as prescribed in the above applicable standards to indicate size of the pipe,material designation,compliance to standard,and manufacturer's name or trademark. Color Codini: Ring-rite®Gasketed Sewer Pipe is color-coded green for SDR35 and white for SDR28&SDR41. Note: Modifications to our products may occur at any time without notice. Should you require that a product meets a given standard or application,you must ensure that the information provided herein is current by consulting with an 1PEX USA LLC representative. Best Regards, Jeff Gallant Vice President,Manufacturing For questions related to these products,Do Not Call the undersigned. Please contact your local IPEX USA LLC Customer Service Representative. Issue Date: 2020-03-09 IPEX USA LLC www.ipexna-corn 2 `l/ 1 a- gy ► O to�00,1 �-DM�Af TO N y fur reG r44{LY + 73 0 40+ \0 . c 0 . -c 3 * 414440)),E, , cL fr T = ( i', > 4Cf B AHEAD O!THE CURVE c 3 l� o \\\N „....r.7:://1 w =�``�< ' 41,r ik 4:4144.:"ii, fte÷ O • iti -----~ o " a y � F.T. n ti ',..2949 0 6x 1/2 3 °. d W m I . w mg1 � lxlll � 3 O 8,4 a 'OQ ° D E0 CO 0261/2 9'' S $ z goo $ 9 1 025 1/4 m 0'►t� n --al O r $73 1 i e,_. 5/8 6 �° z � i r 1� � 4 -1----024 } f 034 1/8 A SECTION A-A A NOTES: PARTS LIST OLYMPIC FOUNDRY INC. 1.STANDARD BLACK PAINT RING: 11-2949 2. FOR DETAILS, SEE RING& COVER COVER: 11-2991 TITLE MH3OL 24 X 6 CITY OF RENTON RING & DRAIN SEPARATELY SET: 11-2991LSET COVER RATING: H-20 PART NO. 11-2991LSET MATL.RING:DI ASTM A536 CL80-5506:COVER:CI ASTM A48 CL30 REV:A 1/09/09:BEEFED UP RIBS W/1"RADIUS'ALL AROUND REV APX WT. 240 LBS. PER SET REV: B 1/20/09 CHANGED RIBS FROM 1/2"THICK TO 7/8" DOC APPVD DWN: EB 08/11/2008 TOLERANCES: REV: C 10/14/2013 ADDED FISH TO DWG C ` BY: DATE: CHKD: CM 08/11/2008 x.x -* . xxxx=t.03 o=t z xxx=t.ae FRAc=t 1/16 DWG NO:11-2991LSET MH30 RENTON DRAIN SCALE: N/A SH 1 OF 1 2 A 1