Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
CAG-20-065 - Duvall - B17 - Furnish and Install Fire Hydrant Assembly on New Water Main
ESIGMA,., MATERIAL TEST REPORT Quality— Service— Commitment— Delivered. CHEMICAL COMPOSITION MECHANICAL PROPERTIES ITEM Tensile psi Yield Str Elong Date Heat# C% Si% Mn% P% S% CE% Mg% psi (%) (BHN) PART NUMBER 9/11/2019 CS19I11E37 3.45 2.49 0.43 0.068 0.007 4.303 0.041 79375 59313 16.3 201 DMP8 9/11/2019 0S19111E64 3.45 2.75 0.45 0.076 0.009 4.392 0.035 72978 56951 16.9 201 5/10/2021 YG21 E10-02 3.72 2.77 0.24 0.048 0.022 4.757 0.047 71635 59293 20.0 170 DMF86 VERIFIED BY: SREENIVASA RAO AUTHORIZED SIGNATURE DATE: 3/22/2022 1 David Roman-Sanchez From: Tiffani Barquist<tbarquist@reedtrucking.com> Sent: Wednesday,March 23,2022 10:27 AM To: 'David Roman-Sanchez';Tani Stafford Subject: FW:CAG 20-065 DI Pipe-Hydrant Certs Attachments: MTR 03222022.pdf David, Please see the attached and comments below. Thank you, REED TRUCKING&EXCAVATING Tiffani Barquist 253.841.4837—Office 253.841.4816—Fax From:Mark.Horvilll@ferguson.com[mailto:Mark.Horvilll@ferguson.com] Sent:Wednesday,March 23,2022 10:11 AM To:Tiffani Barquist<tbarquist@reedtrucking.com> Cc:Dustin Wright<DWright@reedtrucking.com>;Lance.Hayes@Ferguson.com Subject:RE:CAG 20-065 DI Pipe-Hydrant Certs Hey Tiffani, Please see revised Material Test Report. Below are the items: 2EA-8"MJ SOLID PLUGS-Part#DMP8 2EA-8X6 MJXFLG TEE-Part#DM186 Mark Horvill Please Rate Our Customer Service Ferguson Waterworks 2042 112th St S.,Tacoma,WA 98444 T:(425)486-9600 C:(253)281-0391 E: Mark.Horvilll@Ferguson.com 1 ferquson.com/waterworks From:Tiffani Barquist<tbarquist@reedtrucking.com> Sent:Tuesday,March 22,2022 3:41 PM To:Mark Horvill<Mark.Horvilll(lferguson.com>;Lance Hayes<Lance.Hayes@Ferguson.com> Cc:Dustin Wright<DWright@reedtrucking.com> Subject:FW:CAG 20-065 DI Pipe-Hydrant Certs Please see comments below,we still need more information with this. Thanks, REED TRUCKING 6 EXCAVATING Tiffani Barquist 253.841.4837—Office 253.841.4816—Fax From:David Roman-Sanchez[mailto:droman-sanchez@R-o.com] Sent:Tuesday,March 22,2022 3:39 PM To:Tiffani Barquist<tbarquist@reedtrucking.com>;'Tani Stafford'<tstafford@R-o.com> Cc:Dustin Wright<DWright@reedtrucking.com> Subject:RE:CAG 20-065 DI Pipe-Hydrant Certs Tiffani, Can you provide clarification,what's the product name of the fittings that are being certified? How many were provided for the project? Thanks, DRS David Roman-Sandie;P.E. J 206.284.0860 p J 206.283.3206 f Gray&Osborne,Inc. J 1130 Rainier Avenue South,Suite 300,Seattle,WA 98144 Please consider the environment before printing this emaN From:Tiffani Barquist[mailto:tbarquist@reedtrucking.com] Sent:Tuesday,March 22,2022 2:46 PM To:'David Roman-Sanchez'<droman-sanchez@R-o.com>;'Tani Stafford'<tstafford@g-o.com> Cc:Dustin Wright<dwright@reedtrucking.com> Subject:RE:CAG 20-065 DI Pipe-Hydrant Certs Please see attached,if this is what you are looking for please let me know which RAM's you need them to be uploaded to. Thank you, 2 REED TRUCKING&EXCAVATING Tiffani Barquist 253.841.4837—Office 253.841.4816—Fax From:Tiffani Barquist Sent:Friday,March 18,2022 7:01 AM To:'David Roman-Sanchez'<droman-sanchez@g-o.com>;'Tani Stafford'<tstafford@g-o.com> Cc:Dustin Wright<DWright@reedtrucking.com> Subject:RE:CAG 20-065 DI Pipe-Hydrant Certs David, On the agenda it stated: • DI Fittings Cert of Compliance for fire hydrant and water main fittings,gasket. What exactly are you looking for? Thank you, REEDC. TRUCKING&EXCAVATING Tiffani Barquist 253.84'1.4837—Office 253.841.4816—Fax From:David Roman-Sanchez[mailto:droman-sanchez@g-o.com] Sent:Thursday,March 17,2022 5:52 PM To:Tiffani Barquist<tbarquist@reedtrucking.com>;'Tani Stafford'<tstafford@g-o.com> Subject:RE:CAG 20-065 DI Pipe-Hydrant Certs Hi Tiffani, For the file"Certificate-Fittings",the Mfg Cert.of Compliance needs to include product name,quantities,and lot# (alternatively heat#,production#,cast date also acceptable). For the file"Fire Hydrants",a certificate is not required for fire hydrants. We will retain for the project files. 3 For the file"B17 Cert",per SP 9-30.3(4)a cert isn't require affidavit for valve boxes. Will retain for the files. Please let me know if you need any clarification on the above. Thanks, DRS David Raman-Sanchez,PE. 1206.284.0860 p 1206.283.3206 f Gray&Osborne,Inc. J 1130 Rainier Avenue South,Suite 300,Seattle,WA 98144 Please consider the environment before printing this email From:Tiffani Barquist[mailto:tbarquist@reedtrucking.com] Sent:Wednesday,March 16,2022 9:08 AM To:'David Roman-Sanchez'<droman-sanchez@g-o.com>;'Tani Stafford'<tstafford@g-o.com> Subject:RE:CAG 20-065 DI Pipe-Hydrant Certs Please see the attached and let me know if these are what you are looking for.These have been uploaded to the CMS but I may have uploaded them to the incorrect RAM.Please let me know if these are correct and then I can upload them to RAM 39. Thanks, REED cr. TRUCKING 6 EXCAVATING Tiffani Barquist 253.841.4837—Office 253.841.4816—Fax From:David Roman-Sanchez[maifto:droman-sanchez@g-o.com] Sent:Wednesday,March 16,2022 8:23 AM To:Tiffani Barquist<tbarquist@reedtrucking.com>;'Tani Stafford'<tstafford@g-o.com> Subject:RE:CAG 20-065 DI Pipe-Hydrant Certs Hi Tiffani, We have not received certificates for the DI fittings and gaskets installed for the WD90 Hydrants. Please upload to RAM 039 on the CMS. Thanks, DRS David RamwrSancher,P.E. / 206.284.0860 p 1206.283.3206 f Gray&Osborne;Inc. / 1130 Rainier Avenue South,Suite 300,Seattle,WA 98144 Please consider the environment before prindngthis email 4 From:Tiffani Barquist[mailto:tbarquist@reedtruckina.com] Sent:Tuesday,March 15,2022 12:20 PM To:Tani Stafford'<tstafford@g-o.com>;'David Roman-Sanchez'<droman-sanchez@R-o.com> Subject:CAG 20-065 DI Pipe-Hydrant Certs Which RAM's need these certs?I believe these have already been uploaded. Thanks, REED TRUCKING&EXCAVATING Tiffani Barquist 253.841.4837—Office 253.841.4816—Fax Washington State �` Department of Transportation Request for Approval of Material Contract Number FA Number SR Date CAG 20-065 N/A Duvall Ave N E 4/21/22 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# 093 PE Use Bid Item Material or Name and Location of Fabricator, Specification PEJQPL Hdqtr./QPL HQ Use No. Product/Type Manufacturer or Pit Number Reference Code Code B14-17 Tapping Sleeve JCM 3 Project Engineer/Representative Date State Materials Engineer/Representative Date .G i 4/21/2022 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 ®Contractor D Region Operations Engineer El Fabrication Inspection El Region Materials State Materials Lab-MS 47365 JCM INDUSTRIES P. O. Box 1220, Nash, TX 75569-1220 Phone 800-527-8482 or 903-832-2581 Fax 800-874-9524 or 903-838-6260 www.jcmindustries.com Typical Specification JCM 412 Fabricated Tapping Sleeve — Epoxy Coat, Alloy Hardware Tapping Sleeves shall be the high strength type having a wide body, made of a minimum material strength of ASTM 285 Grade C, ASTM A-36 Steel or equal, which conforms to and reinforces the pipe. The sleeve shall have as a minimum 7/8" wide gasket of Nitrile Butadiene Rubber (NBR, Buna-N) per ASTM D2000 with hydromechancial activated lip, captured in a recessed groove around the outlet; 3/4" Corrosion resistant, high strength low alloy oval neck track head bolt per ASTM A242/ANSI 21.11/AVWVA C-111 and heavy hex nut per A563 epoxy coated, Powercron 590-534, and a test outlet. Flanged outlet shall be AVVWA C207 Class D, ANSI 150 lb. drilling, recessed for tapping valve per MSS- SP60, outlets 2" — 12" rated for 175 PSI* maximum operating pressure. Epoxy coated sleeves shall be furnished with a 3/4" stainless steel test plug in the test outlet. Fusion applied epoxy coating shall be a minimum 12 mils thickness per ANSI/AIN VA Standard C-213. For outlet sizes 14" and larger,the gasket groove must be consistently positioned about throat of tapping waterway. Inside diameter of the gasket groove must be set back a minimum of 1" from the waterway to allow dispersal of forces generated by gasket compression. Gasket grooves machined in a circle and formed to an elliptical shape will not be an accepted equal. Nominal pipe sizes 36" and larger shall be of the heavy duty type. Tapping Sleeves shall be JCM 412 or approved equal. *Higher test and working pressure ratings available upon request, contact JCM Industries. JCM 400 Series Tapping Sleeves are ANSI/NSF Standard 61 and Standard 61 Annex G Certified. JCM 400 Series Tapping Sleeves meet MSS-SP124 and ANSI/AVWVA Standard C223 Fabricated Steel and Stainless Steel Tapping Sleeves as applicable. JCM 412 Tapping Sleeve ' Image reflects 6"x 4" 7 .,. F...,,, , This typical specification, provided by JCM Industries, is a proposed guideline for use by specifying agencies to ensure significant design and material features of this product are included within the agencies'individual specifications. NSF Effective 01.30.13 SUBMITTAL REVIEW JCM x No Exceptions Taken Make Corrections Noted Amend &Resubmit INDUSTRIES Rejected-See Remarks P. O. Box 1220, Nash, TX 75569-1220 IMPORTANT NOTICE: This review Phone 800-527-8482 or 903-832-2581 does not relieve contractor from his Fax 800-874-9524 or 903-838-6260 responsibility to comply&conform www.jcmindustries.com with the Plans, Specification, and Contract Documents. Material Specification 44 Gray&Osborne, Inc. CONSULTING ENGINEERS JCM 412 Fabricated Tapping Sleeve — Epoxy Coat, Alloy Hardware By: TLS Dat /22/22 Body: ASTM 283 Grade C,ASTM 285 Grade C,ASTM A-36 Steel or equal. Flange: AVWVA C207 Class D, ANSI 150 lb. Drilling, recessed for tapping valve per MSS-SP60. Optional flanges available upon request. Gasket: Nitrile Butadiene Rubber (NBR, Buna-N) per ASTM D2000. Molded virgin rubber with a pressure activated hydromechanical design. Gasket is bonded into a cavity for internal and external retention. Gasket temperature range -40°F to 212°F (-40°C - 100°C) Gasket suitable for water, salt solutions, mild acids, bases, and sewage. Optional gasket materials available. Bolts: Corrosion resistant, high strength low alloy oval neck track head bolt per ASTM A242/ANSI 21.11/AVVWA C-111 and heavy hex nut per A563 epoxy coated, Powercron 590-534. Finish: Fusion applied epoxy coating per ANSI/AWWA C-213. Service Rating: 2"to 12" Outlets: 175 PSI. Higher service rating available for specific applications and sizes. / GASKET 3 12 5 4-1/32 3-1/2 6 3/4 �. 4 12 5 5-1/32 4-1/2 6 3/4 6 12 5 7-1/32 *6-1/2 6 3/4 1( I !.j!. ii1I I I 01. 8 16 5-1/8 9-1/32 8-1/8 8 3/4lalaAAA1 111 s 1 10 20 5-1/2 11-1/16 10-1/4 10 3/4 ,y: 111111111 Mu 12 24 5-3/4 13-1/16 12-1/4 12 3/4 .. A BOLTS OTY.- E *On nominal pipe size 7.45 and smaller dimension D is 6-1/8" SIZE- F Effective 01.30.13 NSF'�N9l Washington State •/ Department of Transportation Request for Approval of Material Contract Number FA Number N/A SR Duvall Ave NE Date CAG 20-065 4/21/22 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# 093 PE Use Bid Item Material or Name and Location of Fabricator, Specification PEIQFL Hdgtr.JQPL HQ Use No. Product/Type Manufacturer or Pit Number Reference Code Code B14-17 Tapping Sleeve JCM 3 Project Engineer/Representative Date State Materials Engineer/Representative Date .G 4/21/2022 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. llAcceptance 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 ®Contractor ❑Region Operations Eng neer ❑Fabrication Inspection n Region Materiels 111 State Matenais Lab-MS 47365 JCM INDUSTRIES P. O. Box 1220, Nash, TX 75569-1220 Phone 800-527-8482 or 903-832-2581 Fax 800-874-9524 or 903-838-6260 www.icmindustries.com Typical Specification JCM 412 Fabricated Tapping Sleeve—Epoxy Coat, Alloy Hardware Tapping Sleeves shall be the high strength type having a wide body, made of a minimum material strength of ASTM 285 Grade C, ASTM A-36 Steel or equal, which conforms to and reinforces the pipe. The sleeve shall have as a minimum 7/8" wide gasket of Nitrile Butadiene Rubber (NBR, Buna-N) per ASTM D2000 with hydromechancial activated lip, captured in a recessed groove around the outlet; 3/4" Corrosion resistant, high strength low alloy oval neck track head bolt per ASTM A242/ANSI 21.11/AVWVA C-111 and heavy hex nut per A563 epoxy coated, Powercron 590-534, and a test outlet. Flanged outlet shall be AVWVA C207 Class D, ANSI 150 lb. drilling, recessed for tapping valve per MSS- SP60, outlets 2" — 12" rated for 175 PSI* maximum operating pressure. Epoxy coated sleeves shall be furnished with a 3/4" stainless steel test plug in the test outlet. Fusion applied epoxy coating shall be a minimum 12 mils thickness per ANSI/AVWVA Standard C-213. For outlet sizes 14" and larger, the gasket groove must be consistently positioned about throat of tapping waterway. Inside diameter of the gasket groove must be set back a minimum of 1"from the waterway to allow dispersal of forces generated by gasket compression. Gasket grooves machined in a circle and formed to an elliptical shape will not be an accepted equal. Nominal pipe sizes 36" and larger shall be of the heavy duty type. Tapping Sleeves shall be JCM 412 or approved equal. *Higher test and working pressure ratings available upon request, contact JCM Industries. JCM 400 Series Tapping Sleeves are ANSI/NSF Standard 61 and Standard 61 Annex G Certified. JCM 400 Series Tapping Sleeves meet MSS-SP124 and ANSI/AVVWA Standard C223 Fabricated Steel and Stainless Steel Tapping Sleeves as applicable. u,. JCM 412 Tapping Sleeve i ' Image reflects 6"x 4" .)...1.14.„ A This typical specification, provided by JCM Industries, is a proposed guideline for use by specifying agencies to ensure significant design and material features of this product are included within the agencies'individual specifications. NSA Effective 01.30.13 OM AM.11 SUBMITTAL REVIEW JCMx No Exceptions Taken Make Corrections Noted INDUSTRIES Amend &Resubmit Rejected-See Remarks P. O. Box 1220, Nash, TX 75569-1220 IMPORTANT NOTICE:This review Phone 800-527-8482 or 903-832-2581 does not relieve contractor from his Fax 800-874-9524 or 903-838-6260 responsibility to comply&conform www.icmindustries.com with the Plans, Specification, and Contract Documents. Material Specification Gra 'Osborne, Iz . y aa B T LS CONSULTING ENGINEERSDate'./2 2 2 2 JCM 412 Fabricated Tapping Sleeve — Epoxy Coat, Alloy Hardware Y Body: ASTM 283 Grade C,ASTM 285 Grade C,ASTM A-36 Steel or equal. Flange: AVVVVA C207 Class D, ANSI 150 lb. Drilling, recessed for tapping valve per MSS-SP60. Optional flanges available upon request. Gasket: Nitrile Butadiene Rubber (NBR, Buna-N) per ASTM D2000. Molded virgin rubber with a pressure activated hydromechanical design. Gasket is bonded into a cavity for internal and external retention. Gasket temperature range -40°F to 212°F (-40°C - 100°C) Gasket suitable for water, salt solutions, mild acids, bases, and sewage. Optional gasket materials available. Bolts: Corrosion resistant, high strength low alloy oval neck track head bolt per ASTM A242/ANSI 21.11/AVVWA C-111 and heavy hex nut per A563 epoxy coated, Powercron 590-534. Finish: Fusion applied epoxy coating per ANSI/AVVWA C-213. Service Rating: 2"to 12" Outlets: 175 PSI. Higher service rating available for specific applications and sizes. "Ntge A B C 0 U GASKET 3 12 5 4-1/32 3-1/2 6 3/4 4 12 5 5-1/32 4-1/2 6 3/4 6 12 5 7-1/32 '6-1/2 6 3/4 .l .L !: .L .! L ! ,`t1! 8 16 5-1/8 9-1/32 8-1/8 8 3/4 ) 10 20 5-1/2 11-1/16 10-1/4 10 3/4111111.. 12 24 5-3/4 13-1/16 12-1/4 12 3/4 A--- --+ BOLTS! QTY.- E `On nominal pipe size 7.45 and smaller dimension D is 6-1/8" SIZE- F Effective 01.30.13 ■x=,w9a1 SPG J A;DIVISION•OF''OLYMPIC FOUNDRY •` • . . • �s('(.,./ „, ,:v,_:.4,,..„..,,,,,..:,„...,...„,„:„.4_:„.„.....,41..f..'2,1?-:•.,5'.,',1 t • Yr✓iy 4� ' k tj .,s ter: t • February 8, 2022 FEI-Tacoma Aft: Mark Horvill Project: Duvall Avenue-Renton Materials: Import 940 "Water" Lid and 24" Base Letter of Certification: • • At your request, this letter is to confirm that the products listed above and supplied to you for the above project by Olympic Foundry meet or exceed all City of Renton and WSDOT specifications 1-06.3, SP 9-30.3(4) and conforms to H-20 load requirements and Federal Specification A-A 60005. • Please let me know if you need any more information. • Sincerely, , ... eZi-.). • . . . . . : LeeHubenthal • ' ' , n`rI'. :SPGSales Manag er'4 I 1 tii:. `mpic Foundry- ;':.;:f. ,nYA�.rt - �Y,i' S , u•„Y:a i��'lt`:': C-. C:a 5V�r, s,. 1`.i ..}.'�'`.:�,'�'!v'�1,(i.'�`y�•' lye,✓ • 1', i'"h:a, , !F: ::.....!$•. .. .. ,.• - 6 .).ate ...-C,. : -- .:. _ '.'�:::`'::. ..i aFq; +I iJ: � .7 4 - m8 06 6 .1�00.� - tp:5 ;►••,::�,: _ :./ax� 2p6.763.t701 k.:��:5 :�8. ? - 4.. �. Ap �r- - 4 Y f.�+L > .J 1 .a •Y i soya ij ` tom �:; °a .x' .:n ,Gr ::ji Set ttfe'Vi 'Y � -',. i a ,. •wvir.ol m• i�r. R`' .'� fou :cbtn' v.r. 1 �.. °:w c rY;y• a� �u,�.r i�._ti�N•a ti, .. .�)h>•:.:.vix N� .a,ry , 1 IMuejiCo. May 2, 2014 CERTIFICATE OF COMPLIANCE Mueller A421/A423 Super Centurion Fire Hydrants To Whom It May Concern, Mueller Company is a world class manufacturer of fire hydrants, including the A421 and A423 Super Centurion 250. These hydrants are manufactured and assembled in our ISO 9001 facility located in Albertville, Alabama. The Super Centurion 250 is rated for 250 psi operating pressure, is UL246 listed, FM 1510 approved, compliant with applicable requirements of AWWA C502 and certified to ANSI/NSF 61. As such the A421 and A423 are manufactured in accordance with the requirements of these standards including seat and shell pressure testing at two time rated pressure (500 psi). MUELLER CO. acjaAive 51Z /t Alan Channell Date Product Manager Water Products Division Mueller Company 956 Industrial Blvd Albertville,AL 35950 acnannellihmuefercompanv.com (256)891-6243 "� , - 4 . Sworn to and subscribed before me this •�a.� of l I �'cL1 Debbie H Houston ��. `p 11 Notary Public O. �yOTAF 1 Allaik► Washington State ♦1 Department Of Transportation Request for Approval of Material Contract Number FA Number SR Date CAG 20-065 N/A DUVALL AVE NE 01/06/2022 Section 1 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, Specificatbn 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 SPEEDCRETE/REDLINE EUCLID CHEMICAL Std. Plan- 10 t 310.1 A43-A48, B6-B8, ETHAFOAM SHEETS ULINE S.P.7-04.2 3 B17 and B18 I Project Engineer/Representative L 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. ( 3. )Acceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material.Catalog Cut Approved 0Yes El 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. (r)A 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 IXI Contractor ❑Region Operations Engineer ❑Fabrication Inspection 0 Region Materials 11 State Materials Lab.MS 47365 A301 All Thread Rod,Galvanized .BID ITEM 817 FOR HYDRANT RUNS The ASTM A307 specification ewers carbon steel bolts and studs ranging from 174'through 4'diameter A307 is an economical low carbon material often manufactured using A36 round bar.Dimensional specifications Oill°1111°° are governed by ASME 818.31.3.A307 all!bread rod is available in hot dip galvanized finish,which provides a corrosion resistant zinc coating.The all thread rod stated on this page is domestic,melted and manufactured In the USA. a a ., • PRODUCTS GOVERNING STANDARDS MECHANICAL PROPERTIES CHEMICAL PROPERTIES GOVERNING STANDARDS SUBMITTAL REVIEW No Etutroottors Talon Halo Corrections Nolen_ m _ amend 6 Rename ASTM AaeT Covers'ne mechanical and roa!enOt ra ernes s Re Inch snore rasteners n toarneters Ram x-Rejected-See Remarks 1 a'mrougn a'mane or harnon steer naung a mnmrum±eosin strength of 60.000 psi IMPORTANT NOTICE the neon dam not 1laew the Cawadw tom reeaonpbility b corn*a Canino AWE E1A51.8 Covets the genera and fnnessetrdl data for inch gents mreaaen rods . COR•TEN rani TN Rods per w'm IN Plats.Spedkasans..and COR Std.Plan•Si6.1 .tied Oanmwr6 IWO SSW 111.1 UNC A Slerornu the thread foret So es class almwance.tOleranCe.aM deoa4si tion gm United strew :"T C3 Eno `sewa...waC UNE Class IA threads Ry Wet_._...Oslo EWER, Diameter + Thread Pad, + 3. A307 All Thread Rod,Galvanized or I The Euclid Chemical Company SPEED CRETE RED LINE FD RAPID SETTING REPAIR MATERIAL EUCLID CHEMICAL m DESCRIPTION SPEED CRETE RED LINE is a rapid-setting,cement-based concrete and masonry repair mortar.SPEED CRETE O 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. _�*+ 0 PRIMARY APPLICATIONS r 13 • Interior and exterior • 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 INFORMATION N v The following are typical values obtained under laboratory conditions. Expect reasonable variation under field conditions. m Compressive Strength, psi (MPa) ASTM C109 Freeze Thaw Durability Factor ASTM C666 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) r Set Time,ASTM C266 were removed from molds @ 24 hours) Initial 8 20 Min 28 Day -0.069% m 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 CD V! PACKAGING rm oXi SPEED CRETE RED LINE is packaged in 50 lb (22.7 kg) poly-lined bags, and 50 lb (22.7 kg) pails a 3 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-UP 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 tca"tslv1 9 Cori rgtV r ACI 306R "Guide to Cold Weather Concreting". AL K " • 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 -X Rejected-See Remarks Mortar for pipe joints and grade rings and casting for CB Type 1 shall meet requirements of AASHTO M 85,Type I 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. Gray S Osborne,LID. CONSULTING ENGINEERS Rev.03.19 By' DRS Date 1/11/2022 WARRANTY:The Euclid Chemical Company("Euclid')solely and expressly warrants that.its products shall be free from defects in materials and workmanship for one(1)year from the date of purchase.Unless autnonzed in writing by ar officer of Euclid no other representations or statements made by Euclid or its representatives.in writing or orally.shall alter the 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.lI 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 remecy available and buyer shall have no clam for incidental or consequential damages.Any warranty claim must oe made withir, one(11 year from the dale of the clamed breach.Euclid does not authorize anyone on its behalf to make any written or Dial statements which in any way after Euclid's installation information or instructions in its product literature or on its packaging labels.Any installation of Euclid products which fads to conform with such installation information or instructions shall void this warranty.Product demonstrations,if any.are done for illustrative purposes only and do not constitute a warranty or warranty alteration o1 any kind.Buyer shall be solely responsible for determining the suitability 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. Gray&Osborne,Inca. CONSLLTWG ENGINEERS By: DRS Date: 1/20/22 CHICAGO •ATLANTA • DALLAS • LOS ANGELES • MINNEAPOLIS • NYC/PHILA RENO -SEATTLE • MEXICO •CANADA RAM 076 -ONLY FOR WD9O's FIRE HYDRANTS Washington State Vr/ Department of Transportation Request for Approval of Material Contract Number FA Number N/A SR Duvall Ave NE Date CAG 20-065 1/14/2022 Section I 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# 076 PE Use Bid item Material or Name and Location of Fabricator, Specification PE/QPL Hdgtr./QPL HQ Use No. Product/Type Manufacturer or Pit Number Reference Code Code B17 Gasket American Ductile Iron Pipe 3 B17 One-Lok Sigma 3 Project Engineer/Representative Date State Materials Engineer/Representative Date > 1/18/2022 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. 3O. 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 W thheld: 11. Miscellaneous Acceptance Criteria. Remarks (PE): Remarks (HQ): DOT Form 350-071 Project Engineer Distribution Revised 03/2021 ®Contractor ❑Region Operations Engineer ❑Fabncation Inspection ❑Region Materials ❑State Matenals Lab-MS 47365 DUCTILE IRON PIPE AMERICAN Fast-Grip Gasket American Fast-Grip gaskets have been the joints in both straight alignment and at the proven to be a superior field-adaptable method maximum rated deflection. of restraining 4"-30"ductile iron pipe or fittings. The Fast-Grip gasket has the same basic The restraint provided by the patented' shape as AMERICAN'S Fastite®gasket,so it can AMERICAN Fast-Grip" gasket is due to the de- be used in any 4"-30" standard Fastite pipe or velopment of wedging action between pairs of fitting socket. The gasket rubber is standard high-strength stainless steel elements spaced SBR••• which meets all the material require- around the gasket.The outer metal element acts ments of ANSI/AWWA C111/A21.11. as a bearing member for the wedge-shaped inner Fastite""fittings per ANSI/AWWA C11O/ element which has sharp teeth on its inner A21.1O or C153/A21.53 are available in 18"-30" surface for gripping the spigot. sizes. When they are available on the jobsite, Because of the wedging design utilized,the AMERICAN's 16"-30" Flex-Ring® fittings may force between the spigot and the socket of the also be used with the Fast-Grip gasket. joint is essentially constant at any given pressure The Fast-Grip gasket is Underwriters Labo- thrust regardless of the "tightness" or "loose- ratories listed and Factory Mutual approved for ness"of the joint fit or the joint deflection. use in Fastite or Flex-Ring sockets with Fastite Fast-Grip gaskets are suitable for an allow- plain ends in all sizes 4"-16".The UL listing and able working pressure of 350 psi for 4"-18"•• FM approvals apply to all pressure classes and pipe and 250 psi for 20" and 24"•" sizes. The special thickness Basses of ductile iron pipe. 30"size is suitable fora 150 psi working pressure. In addition to the positive restraint achieved, The joint has a maximum allowable deflection of Fast-Grip gaskets offer ergonomically friendly ad- 5° in the 4"-12", 4° in the 14", 3° in the 16"- vantages compared to other restrained joints for 24",and 2 1/2°in the 30"size. fittings and pipe requiring bolts, lugs, segments, Fast-Clip Gasket°Pere. wrenches,etc.Joints can easily be assembled with Friar to Jort " "ra' current tools and methods used for many years in 47 *2.122 '2727777-}s the assembly of standard Fastite joints.Assembly and disassembly instructions follow. H—Stie,i th Stuinese Steel Elegy eons Equally dared Amend she Gasket X tl Fast-carp Joint Fully ASeewoled... Subjected to Thrust... Proof-of-design tests have confirmed that the joints are capable of restraining deadend thrust of two or more times the rated working pressure, as applicable.These tests were accomplished with •U.S.Patent No.5.087,751. Because the pressure rating of the joint cannot exceed that of the pipe.the 350 psi rating for 14'-18'saes and the 250 psi rating for 24-sae are limited by the pressure class of pipe with which they are used.For example,an 18'Fast-Grip gasket used with Pres- sure Class 250 ppe world carry a rating of 250 pa instead at 350 psi.Contact AMERICAN nor hgher working pressure appbcatans. "'Contact AMERICAN if other twee of rubber are required. -'-Contact AMERICAN for the availability of fitting plain ends. 9-2 DUCTILE IRON PIPE I� AMERICAN Fast-Grip® Gasket Assembly Instructions Assembling pipe and fitting joints using Fast-Grip gaskets is simple. It is very similar to the assembly of Fastite joints shown in Section 2. �. Fast-Grip gaskets may be used in lieu of standard 460' Fastite gaskets in the bells of Fastite and Flex- �- Ring joint pipe and fittings where easy, field- adaptable restraint is desired. _ 1.Cleaning of Socket and Spigot Clean the socket and plain end thoroughly, gaskets should be warmed before installing.(One removing any mud,sand,gravel,ice,frozen ma- way to keep gaskets warm is to keep them in a terial,or other matter that could prevent a proper truck or heated vehicle cab until they are ready joint seal. Material in the gasket grooves may to be used.) cause the gasket to protrude into the path of the entering spigot.Therefore,it is important that all joint recesses be kept clean during in- Incorrect sertion of the gasket and assembly of the Joint to prevent gasket dislodgment and/ or subsequent leakage. Incorrect Incorrect 2.Placement of Gasket Wipe the gasket ��,!j11111 `14 dean.After flexingone it%<t�4't1 or more "loops" the gasket,insert the gasket - in the gasket recess of the socket with the large . Correct ,4. /l sealing end of the gasket • ei�i ' `��! toward the rear of the - .- °�alllll socket.The center of the gasket loops should be positioned between tooth locations.Press the gasket into the mating socket recesses, so the metal-carrying retainer end of the gasket is seated completely and uniformly in SUBMITTAL REVIEW the socket groove.Take care that no gasket loops or bulges protrude into the path of the entering X No Exceptions Taken pipe spigot.In extremely cold weather conditions, Make Corrections Noted Amend & Resubmit Rejected-See Remarks IMPORTANT NOTICE: This review does not relieve contractor from his responsibility to comply&conform with the Plans, Specification, and Contract Documents. 40) 9-3 Gray&Osborne, Inc. CONSULTING ENGINEERS By: DRS Date: 1/18/22 (13 1Mrr;lrnr DUCTILE IRON PIPE AMERICAN Fast-Grip® Gasket Assembly Instructions—Continued ASSEMBLY 5.Complete SIR IPE Assembly of Plain �i���� End Into socket `�/_., For 4"-18"sizes, lI simply push the bevel end into the bell until it LuBR I CATE contacts the rear of the socket. Desired joint deflection may then be set. 3.Lubrication of the Joint If the joint is to be deflected less than 2 1/4° With a clean brush,apply a liberal amount for 20", 1 3/4° for 24", and 1°for 30", simply of regular Fastite lubricant completely over the push the pipe spigot until it contacts the back of end of the pipe,the spigot radius,and the the socket and deflect. If the joint is to be de- outer surface of the pipe up to the assembly flected greater than these amounts,push the pipe stripe. Also apply lubricant completely over the spigot into the bell (while in straight alignment) exposed inner surface of the gasket.AMERICAN only until the leading edge of the factory-applied supplies an extra 10% of lubricant to be used yellow assembly stripe is even with the face of the with the Fast-Grip joints to ensure ease of assem- bell. The desired deflection up to the maximum bly.Use only lubricant provided by AMERI- may then be set. CAN.For underwater conditions,special AMERI- Abnormal joint assembly loads or behavior, CAN underwater lubricant is recommended and is such as unexplained exposure of the assembly available upon request. stripe outside the bell, may indicate improper cleaning, gasket insertion, spigot placement, or 4.Initial Placement of Bevel End Into lubrication. In any joint assembly,a thin feeler Socket gauge passed between the bell and spig- The spigot end of the of all around the assembled joint can be pipe should be in reasonably used to confirm correct gasket placement. straight alignment before it • (See figure below.) Any joint with apparent is placed into the socket. problems should be disassembled and corrected Center the spigot in the before filling and testing the pipeline.(See Disas- gasket so it makes firm and sembly Instructions.) even contact with the inner surface of the gasket.Do not place pipe spigot in socket while in a substantially deflected position. 9-4 AMERICAS DUCTILE IRON PIPE A i AMERICAN Fast-Grip' Gasket Assembly Instructions—Continued Field-Cut Pipe pipe,respectively,place an assembly mark on the When pipe is cut in the field, the cut end spigot as shown. The spigot should be inserted must be properly prepared prior to assem- into the bell during assembly only until the mark bly. In 18" and larger sizes, the ordering becomes even with the bell face.Spigot insertion and use of a few select pipes that have to the field-applied assembly mark will result in a been "gauged full length" at the factory space between the spigot and the back of the should be considered when field cuts are socket. anticipated. Using a portable grinder or other suitable FIElO(Jr PLAIN device, place an approximately 3/8"- to 5,8"- ENO PME^wurloM Fill°APP_,E0 001*0 CORNERS OP long smooth assembly chamfer or bevel on the ASSEMBLY MARK FIELD(•PmRERS IMO SUMP(COMERS) outside end of the pipe.This bevel should make s,3l a, an angle of 30-40°with the axis of the pipe.Care should be taken to ensure that all corners are rounded and no sharp edges remain that might damage or dislodge the gasket. size • If deflection greater than 2 1/4°,1 3/4°,and '03'•` `s.;;i 1°is required for 20",24",and 30"field-cut .-I 34•ro sIe• , Allowable Joint Deflection for 4"-30" Fastitet Ductile Iron Pipe with Fast-Grip Gaskets Nominal Maximum Recommended Deflection Size Laying Length X fl vOffset per 20'Length(in.) Deflection Angle 4 18 19 5° 6 20 21 5° 8 20 21 5° 10 20 21 5° 12 20 21 5° 14 20 17 4° 16 20 12 3° 18 20 12 3° 20' 20 12 3° 24` 20 12 3° 30' 20 10 2 1/2° t Allowable deflection for Flex-Ring sockets with Fast-Grp gaskets is the same as above for Fastite. 'Allowable deflection for 20",24",and 30"Fastite AWWA C 110 fitting)ants with Fast-Grip gaskets 2 1/4°,1 3/4°,and 1 respectively_ Assembly of Fittings of fitting configurations, such as 90°bends,etc. Pipe and fittings joints can be easily assembled Field rigging for larger-sized fitting assemblies can with current tools and methods used for many normally be accomplished with common grab years in the assembly of Fastite joints. A line of chains,wire rope choker cables, etc.as per pho- "assembly yokes" and associated rigging for 4"- tographs in Section 4. 16" sizes are available that allow easy assembly 9-5 'AMERICAN DUCTILE IRON PIPE AMERICAN Fast-Grip® Gasket Assembly Instructions—Continued Fast-Grip gasketed joints requiring a par- the spigot out of the socket.Very ticular orientation (such as with bends)should tight joints may have to be be assembled in the intended service position.In separated by cutting pipe. The some instances, this may be accomplished more reuse of Fast-Grip gaskets easily by first assembling the bend on a pipe after disassembly is not ad- above the trench. The jointed bend and pipe may vised. then be lowered(orienting as required)and as- sembled into place. Relative rotation of joint Joint Extension After Installation members to one another after assembly is The Fast-Grip gasket locking mecha- not recommended as it could cause dam- nism is activated by relative movement age or leakage. between the spigot and socket.The joint thus al- See Push-On Fittings Assembly Instructions lows for movement,joint take- in Section 4. up, and substantial flexibility • after installation. Joints may be .r extended after assembly to Y J�` minimize joint take-up in test - or service and for further assurance of cor- rect joint locking.This may be accomplished by pulling or jacking the spigot away from the socket Disassembly Instructions until firm resistance is encountered.This will not Fast-Grip gasket joints may normally be dis- prevent proper joint deflection. In vertical appli- assembled if required.Disassembly kits,consisting cations such as exposed risers, standard (weld of a steel shim holder and special high-strength bead) Flex-Ring joints that also should be effec- steel disassembly shims,are required for this op- tively extended and braced in original installation eration and are available from AMERICAN. For are recommended instead of Fast-Grip gaskets. easier disassembly of a joint In most underground installations, includ- e that has been subjected to ing most restrained bend locations,joint take-up separating thrust or movement, is advantageous in that increased thrust-resisting first push the spigot back into soil forces are generated. Also, expansion and the rear of the socket to"un- contraction due to temperature variations may wedge"the teeth. be accommodated without excessive stress in Using gloves to protect hands from sharp the pipe members.The amount of joint take-up edges, insert a shim fully into the groove in the or line movement in buried restrained pipelines shim holder. is substantially limited by the surrounding soil. Starting at the bottom of the joint, care- Therefore, system security and safety is maxi- fully drive the disassembly shim past the gasket mized by filling and testing restrained sections of between the outside of the spigot and the gasket pipelines after backfilling. by striking the holder with a hammer. Remove In any application where axial movement the holder from the shim,and progressively place may be undesirable,such as certain bridge cross- other shims in this manner all around the joint. ings,certain other exposed piping applications,or Shims should be in contact certain connections of restrained pipe sections at with one another to ensure all angles to rigid piping,special provisions,including teeth are disengaged from the effective joint extension,may be necessary to con- spigot. Overlapping of some trol unacceptable pipeline movement.Depending shims may be required to dislodge on job conditions and restrained pipe length,cu- all teeth.After all shims are in place,pull or jack mulative joint take-up can be substantial,particu- larly in exposed or unburied piping applications. 9-6 E SIGMA Quality — Service —Commitment— Delivered. ONE-LOKTM Series SLDE for Ductile Iron Pipe „Cr-jjeir,A. CAL apillog 14 *44 WW171.1. . •• . '''•tt.:, ,,,,..,/ ...°...... 1' �� .0 . , " . t 11111 11 - K , . `� ` I1'l� MIMS pjI _ .k , v I f IMOCA I i '. a 4 I, A .'10.-, =71' ..0 .. .,'l ii�, r Features &Advantages: 1) The SIGMA ONE-LOK Series SLDE is a mechanical joint restraining gland that 101 implements a series of individually activated wedges into the mechanical joint follower t gland.When the wedge segment is engaged by the actuating bolt,the primary contact fir �' edges of each wedge segment lock onto the pipe wall.This action causes the primary �� contact edges to grip the pipe and effectively restrain all classifications of ductile iron ONE-LOK's unique cam action allows the restraining wedges pipe. to-rock.'gripping the pipe wall more securely as thrust force 2) ONE-LOK SLDE's precision contoured wedges provide proper contact and support increases. of the ductile iron pipe wall.Each wedge is manufactured with an elongated contour that evenly matches the outside circumference of each nominal diameter of ductile iron pipe. This elongated contour also eliminates the concern of damage to both the pipe wall and —______ALF_~— the interior cement mortar lining caused by point loading, even on the thinner pressure classes of ductile iron pipe. .— 3) ONE-LOK SLDE's wedge actuating bolt provides the installer with a visual torque indicator. The breakaway top ensures proper engagement of the wedge segment at the time of installation. Unlike other actuating bolts, the ONE-LOK SLDE is manufactured ONE-LOK's cam action also accommodates deflection of the with a proprietary quality control system that ensures the breakaway tops will activate joint durtIg Installation,and also allows for subsidence,selsnsc or other forces after installation,up to the maximum allowed at the correct torque. The breakaway top is sized to match the same dimensions of the bolts and nuts used to assemble the mechanical joint fitting and follower gland. deflection. eliminating the need for special installation tools. Once engaged, the actuating bolt leaves a residual hex-head shank, allowing post-installation disassembly of the restrained joint,if necessary. Deflection Chart 4)ONE-LOK SLDE's unique wedge segment and actuating bolt design allows the two Nominal Size Item# Deflection components to interface using a cam action principle, allowing the wedge segments 3-12" SLDE3-SLDE12 5 deg to rock and increase their grip on the pipe wall as thrust on the assembled joint 14-16" SLDE14-SLDE16 2 deg increases. This also allows improved resistance to subsidence, seismic forces, and 18-30" SLDE18-SLDE30 1.5 deg other movement within the maximum deflection limitations of the mechanical joint under 36-64" SLDE36-SLDE64 1 deg applicable AWWA standards. SIGMA Corporation 700 Goldman Drive 800 999 2550 p ; www.sigmaco.com Cream Ridge, NJ 08514 609 758 1163 f crm-sales@sigmaco.com 1 ONE-LOKTM Series SLDE for Ductile Iron Pipe Sample Specification: Restraint for standard mechanical joint fittings shall be incorporated in the design of the follower gland and shall utilize multiple wedge segments that act against the pipe, increasing their resistance as the line pressure increases. The assembled joint shall maintain the maximum flexibility and deflection of all nominal pipe sizes after burial.Restraining gland,wedge segments, and actuating bolts shall be manufactured of high strength ductile iron conforming to the requirements of ASTM A536, Grade 65-45-12. Wedge segments shall be heat treated to a hardness of 370 BHN minimum. Dimensions shall be compatible with standardized mechanical joints conforming to the requirements AWWA C111/ANSI A21.11 and AWWA C1531ANSI 21.53 through 24" (latest revision). Breakaway tops shall be incorporated in the design of the actuating bolts to visually ensure proper torque. The manufacturing of the actuating bolt must incorporate a quality control procedure that is deemed acceptable by the specifier and positively assures precise and consistent operating torque of the breakaway top. The mechanical joint restraining devices shall have a working pressure rating of 350psi (for sizes 3-16") and 250 psi (for sizes 18-64") minimum and provide no less than a safety factor of 2:1. Restraint shall be UL Listed and FM approved in applicable sizes. Restraining device shall be SIGMA ONE-LOKTM or approved equal. Materials: • Gland body, brackets,wedge segments&actuating bolts: ASTM A536 65-45-12 ductile iron. • Wedge segments are heat treated to a minimum hardness of 37OBHN • T-head bolts&nuts: High strength, low alloy steel meeting AWWA/ANSI C111/A21.11 with minimum 65,000psi tensile strength and 45,000psi yield strength. n, Al , ./. A A I r� Qi l-- - 1111,v10 NEM,,7 � %I ...,„ - 0.75 Section A-A Jcctsrt_G-L Dimensions in Inches, Weights in Pounds Nom DI Steel Dimensions Bolts and Inserts Pressure T-bolts Gasket Pipe Item 0 Wgt Pipe Pipe Size OD OD C F D T P• B J K2 No Size Torque Rating No Size Torque No Item S 3 SL DF3 5.50 3 96 -- 4 84 4 16 1 58 0 55 9 40 0 750 6 19 7 69 2 7,8 75-90 350 4 5/8 x 3 0 45-50 1 TG-3 4 SLDE4 6.50 4.80 4.50 5.92 500 1 58 0.55 10.24 0.875 7.50 9.12 2 718 75-90 350 4 3/.x 3.5 75.90 1 MG-4 --->6 SLDE6 10.00 6.90 6.625 8.02 7 10 1.58 0.60 12-34 0.875 9.50 11.12 3 718 75-90 350 6 3.x 3.5 75-90 1 MG-6 SLDE8 14.50 9.06 8.825 10.17 9.25 1.63 0.75 14.32 0.875 11.75 13.37 4 718 75-90 350 6 336 x 4.0 75-90 1 1AG-8 10 SLDE10 23.00 11.10 10.75 12.22 11.30 1.58 0.85 16.54 0.875 14.00 15.62 6 718 75-90 350 8 '.x 4.0 75-90 1 MG-10 12 SLDE 12 29.00 13.20 12.75 14.32 13.40 1.58 0.85 18.80 0.875 16.25 17.88 8 7/8 75,90 350 8 96 x 4.0 75-90 1 MG-12 14 SLDE 14 39.60 15.30 --- 16.40 15.55 1 58 1.125 21.20 0.875 18 75 20.25 10 7/8 75-90 350 10 1/:x 4.5 75•90 1 MG-14 -31. SLDE16 49.67 17.40 - 18.50 17.54 1.77 1.21 23.74 0.875 21.00 22 SUBMITTAL REVIEW 75-90 1 MG-16 18 SLDE 18 60.33 19.50 -- 20.60 19.64 1.77 1.25 25-84 0.875 23.25 24 75-90 1 MG-18 20 SLDE20 6900 21.60 - 22.70 21.74 1.87 1.25 27.94 0.875 25.50 27 X No Exceptions Taken 75-90 1 MG-20 24 SLOE24 103.67 25.80 --- 26.88 25.95 192 1.47 32'4 0.875 3000 31 Make Corrections Noted 75-90 1 MG-24 30 SIDE30 158.67 32.00 -- 33.29 32.17 2.13 1.65 39.30 1.125 36.88 39 Amend & Resubmit 100-120 1 MGS-30 36 SLDE36 234.50 38.30 --- 39.59 38.47 315 1.75 46.07 1.125 43.75 46 Rejected-See Remarks 100-120 1 MGS-36 42 SLDE42 344.00 44.50 -- 45.79 44.67 3.56 2.25 53.25 1.36 50.62 53 IMPORTANT NOTICE: This review 120-150 1 MGS-42 48 I SLDE48 I 45600 50 80 I --- 52 09 50 97 3 81 2 25 59 55 1_38 57.5 ( 60 does not relieve contractor from his I 120-150 I 1 MGS-48 54 SLDE54 1045.00 57.56 -- 58.85 57.73 6.00 4.50 70.43 1.375 63.20 67 responsibility to comply&conform 120-150 1 MGS-64 60 SL DE60 1136.00 61.61 -- 62.90 61,78 6 00 4.50 74.52 1 375 67 72 72 with the Plans. Specification, and 120-150 1 MGS-60 84 SLDE64 1258.00 65.67 __ 66.96 85.84 6.00 4.50 78.88 1.375 71.86 76 Contract Documents. 120-150 1 MGS-64 gel)ONE-LOK SLOE was previously referred to as model SLD "Prod anrcalloint gasket P•Dim shows OD after head is broken/removed. Size moray Oaborzz3e, Irtc. Size CONSULTING ENGINEERS Sizes 3"-12"is approved for thinnest class of DI pipe. Size Size By: DRS Date: 1/18/22 (13 .41> Size pe Sizes 54",60"and 64"are pressure rated at 250 psi on DI Pipe LISTED APPROVED Sizes 4"-12"are FM approved for 175 psi on DI pipe. 2 I SIGMA Corporation www.sigmaco.com E SIGMA. Quality— Service—Commitment— Delivered. One Lok SLOE Wedge Action Restraint • 1. Clean the fitting socket& pipe end. Lubricate mechanical joint gasket& pipe end with soapy water or approved lubricant meeting AWWA C111/A21.11. EASE PIPE JOIErt (A transition gasket is required if using on steel OD pipe) A "°F"`l"." ',wawa IvpL � morn-r..,nr r::.K 2. Insert the One Lok SLDE Wedge Restraint on the pipe with the lip extension facing the pipe end followed by the gasket, tapered side toward end of the pipe. 3. Insert the gasket along with the pipe into the fitting socket and seat the gasket firmly and evenly into the gasket cavity, keeping the joint straight. 411 4. Push the One-Lok gland toward the fitting and center it around the pipe with the lip evenly against the gasket. 1111 3 SIGMA Corporation www.sigmaco.com December 2018 SIGMA Corporation ONE-LOKT" Series SLDE for Ductile Iron Pipe Installation Instructions for Wedge Action Restraint with PVC Pipe & Mechanical Joint Fitting (Continued) 5. Insert the T-bolts with the T-head on the fitting side and nut on the restraint side, and hand tighten the nuts. Make the joint deflection as required keeping the wedge restraint centered on the pipe before torquing the T-Bolts. 411 Ilk 6. Tighten the nuts in an alternate method (STAR PATTERN)to the recommended ?torque of 45-60 ft-lbs for 3", 75-90 ft-lbs for e �, a3 4"—24",100-120 ft-lbs for 30",36", 1 r 120— 150 ft-lbs for 42",48", 54", 60" &64" • ', f.,,,, �� 3 sizes, use of a torque indicating wrench is recommended to confirm the applied 2 %.76 1 e:-, N se,q'�' i torque. a �e +a 1, w z 2 7. Hand tighten each actuating bolt in a clockwise direction until contact is made between each wedge insert and the pipe • OD. Continue tightening the actuating bolts in an alternate method (STAR • • '0••qb • PATTERN)until all the break-off tops have • •• been removed. Never tighten actuating • • • bolt more than 180 degrees before moving •• to the next bolt. •t Recommended Torque for actuating bolt— 75-90 ft-lbs for 3"—24", 115— 125 ft-lbs • for 30",36",42",48",400 +/- 5 ft-lbs for 54",60",64" SIGMA SEAL GASKET(MGS)is recommended for One-Lok sizes 30",36",42",48",54",60",64" 4 1 SIGMA Corporation www.sigrnaco.com Qualified Product List https://www.wsdot.wa.gov/bizlmats/QPL/QPLPrint.cfin?Product no=20... Engineer's addition (product "review supporting,documentation) Washington State October 19,2021 Qualified Product List Contractor Product Information Contractor: Contract No: Sub Contractor: Date: Bid Item: Manufacturer: Sigma Corporation Auburn, WA Product.Name: ONE-LOK SLOE Restraint Standard Spec : 9-30.2(6), Pipe - Water Distribution - Restrained Joints (to 16-inches) . Product Description : Restraint for ductile iron pipe; 3-inch to 16-inch Product Restriction Acceptance Code : 3102 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. If the Contract contains a Buy America clause, the PEO is responsible for acquiring a Certificate of Material Origin from the Contractor. Note 'Restrictions' when present: Last Updated : Jan.3, 2019 To be completed by the field inspector: Quantity: Verified By: Date: - 1 of 1 10/19/2021, 11:18 AM i. AM& • I Ame Washington State 1174; Department of•Tranaportatior Request for Approval-of Material, Coatrad'Number FA Nuirber NA • SR Date all Ave N DuvE CAG 20-065 . - 01/01/2622 Section/Titie of Projedt COurity ,,,. Duvall Ave NE King . , . „. C°ntrad°r Reed Trucking & Excavating, Inc, SOccriSt* - .. This form shall be completed prior to submittal.If this form is not cor!ipete.at'limit coubthittal it For WSDOT Use Only be returned for Information that wastimitted. . RAMO 072 ., __ PE Use. fliditem Material or - Nante and Location of Fabricator, . apecificatiOn PEX1PL Hdqtrit1Pi. .HC1 Use. No. , Product/ pa , - Manufacturer or Pit Number Reference. Code , _ Code , . 910 Thrust Blocks „Ash Grove 746 -'2 • . .,. • . . - 8903- • 812.02 814.06 . . • • 815.06 • . . 816.06 . _ • . . 817.10 • • 818.10 1 • , 131 9.06 E21.08, ' . • . " • . . . . . . . • . , • . . ' , . . Project Englneer/RePrasentative ,---------) ). Date 1/1112022 State MaterialsErigineedRePresentatiVe - Date ' . .. AccoptaaciAction COdes for use by Project Engineer and Sate Mat Laboratory I. Acceptance Criteria Acceptance based upon'Setiafactary Test Report for samples of materials.to be Incorporated Into Proiedi 0 Acceptance Criteria: Mfg.Cart Of COmpliance for'Acceptance-prior to:use of material. 3, Acceptance Criteria: Catalog Cuts:for'Acceptence*prior to use of Material Catalog Cut Approved :Yes 0 No 4, Acceptance Criteria: Submit Shop Drawings for Apprciver prior to fabritatiertof material.. 5. Acceptance Criteria*:Only%Maimed forShiprnenti.'WSDOT Inapected'or'Fabrication Approved Decal'material shall be used. 0, Acceptance Criteria::Submit Certificate of Materials origin to Project Engineer.Office. 7. Acceptance Criteria:- Request Transmitted to State Materials Laboratory forApproval Action. . • . 8. Source Approved: 9. Approval Withheld: Submit samples for preliminary evaltiation. 10.Approval Withheld: 11. Miscellaneous Acceptance Criteria. Remarks (PE): Mfr. Cert.. of Compliance shairshow cement mill test report -number endradMixture product&•dosage. Remarks (HQ): /----N---(Th---rm:---N---,--f--c--N---N---N---Nry—f- cmc'm--.,r--y--y-'y—, x---f—x--r-\---y-- „ , C 7.09.3(21) Concrete Thrust Blocking --, The Contractor shall Orcivide the Engineer at least 1 Working Day advance notice before ,-- pouring concrete thrust blocking and 1 Working Day advance notice far inspection and Lapproval of all concrete blocking prior to backfilling, '') , ... DOT Form 350471 Project Engineer Distribution Revised'a312°21 0 Contractor EIReMon Operations Engineer OFahricafian Enspectfcm El ReplanMaterlars OSiata Matarkifs Lab-MS 47365 • Washington State 747, �epartmelnt of Transpotrtation Concrete Mix Design Contractor .Submitted By • Date Reed Trucking 1-7-2022 Concrete Supplier Plant Location Miles Sand&Gravel Pacific, Kent Contract Number. Contract Name Duvall Ave NE-.Renton This mix is to be used In the following Bid Item No(s): Concrete Class: 4000 Remarks • Can be used for Commercial Class Concrete • Mix Design No. 0442A Plant No. 202..203 V- Cementitious Materials Source Plant Type.Class or Grade Sp.Gr. Lbsky / Cement AshGrove Seattle ASTM C 1.50'Type I/I1 13.15 564 V Fly Ash a ❑F C Alkali% GGBFS(Slag)a • 100 El 120 ConcreteAdmixtures Manufacturer Product Est Range (ozlcy) Air Entrainment (BASF MasterAir AE90 1-15 Water-Reducing Type A BASF MasterPolyheed•997 17-50 • Water(Maximum) 746 Ibsfcy Is any of the water Recycled or Reclaimed? Yesd J No Water Cementitious Ratio(Maximum) 0 44 Mix Design Density(pcf).144;8 Design Performance(Attach Test Data) Average 28-day compressive strength(psi) 5290 V' Average 14-day flexural"strength(psi)(Concrete Pavement Only) Concrete Chloride Ion Content(%by mass of cement) .031 Y ©Water Soluble Acid Soluble Agency Use Only(Check.appropriate Box) This Mix Design MEETS CONTRACT SPECIFICATIONS and may be used on the bid items noted above This Mix Design DOES NOT MEET CONTRACT SPECIFICATIONS and is being returned for corrections Reviewed By: 1 fv' 1111(2022 PE Signature Date DOT Farm 350-040 Distribution:Original- Contractor Revised 01t2020 Copies To-Stale Materials Lab.-Structural Materials Eng.;Regional Materials Lab;Project Inspector Mix Design No. 0442A Plant No. 202,203 Aggregate Gradation ElAASHTO ❑Combined Nominal Maximum Size(In) Edit... Aggregates 1 2 3 4 5 Total WSDOT Source No.b B-329 J B-329 J Source Expiration Date b 06-2023\/06-2023J ASR Expansion(%)b❑14 Day 01 Year 0.02 0.02 Is ASR Mitigation Required? NO NO Stock Pile Grading` 57 J CLASS 2\f/ Percent of Total Aggregate 0 Specific Gravity(SSD) 2.68 2.65 Lbs/cy(ssd) 1860 1260 3120 Include Percent Passing for each aggregate component.Include Total only Percent Passing Total for Combined Gradations. 2 inch 100.00 100.00 100.00 1-1/2 inch 100.00 J/ 100.00 100.00 1 inch 100.00 V 100.00 100.00 3/4 inch 78.00 100.00 86.88 1/2 inch 30.00 J 100.00 58.27 3/8 inch 8.00 1 100.00 \i/i 45,15 No.4 0,10 V/ 98.00 V 39,64 No.8 0.10 V 84.20 1 34.06 No. 16 0.10 68.00 27.52 No.30 0.10 47.50 19.24 No.50 0.10 22.80 J 9,27 No. 100 0.10 5.10 J 2.12 No,200 0.10 1.70 V 0.75 Fineness Modulus: 2.75 (Required for Class 2 Sand) Proposed ASR Mitigation Method: None Notes: a Fly ash or GGBFS is required for Class 4000P mix, b Enter data from WSDOT ASA Database.ASR Mitigation is required for sources with 14-day expansions greater than 0.20%. No mitigation is required if the 1-year expansion is less than 0.04%.Proposed mitigation methods for 14-day expansions greater than 0.45%require ASTM C 1567 tests proving that the method is effective.See WSDOT Standard Specification 9-03.1. c Stockpile gradation:AASHTO No,467,57,67,7,8;WSDOT Class 1,Class 2;or combined gradation stockpile sizes.See WSDOT Standard Specification 9-03.1. d Attach test results indicating conformance to Standard Specification 9-25.1. DOT Form 350-040 Distribution.Original- Contractor Revised 01/2020 Copies To-State Materials Lab-Structural Materials Eng,;Regional Materials Lab;Project Inspector VOFFICE: 253.833.3705 FAX 253.833.3746 400 Valley Ave NE MI LES Puyallup,WA 98372-2516 SAND&GRAVEL Concrete Cylinder Report Concrete Mix t©: 0442A l AC!318 Performance Approval S. 'd St,e h: 4 000 mcocarivn Factor: 1.00o Number of rests: 30 Standard Deviobon- 636 Average Ronge(PSI): 17N Fcr-Fc+1.34(s): 4,852 Standard Deviation: 636 Fcr=Fc a 2.33(s)-500: 4,981 Coefficient of Narration,V: 9.2% / Within-Test 5rd Dev(P$0' 15$ Within-TestCoeff.of Var 2.3% Average 4.82 4.7)/0 67 53 4,220 5,290 Batch,to•Botch Std Dev(PSI)! 616 Max: 6.75 7.013o 78 72 5,420 6,890 Batch-to-Botch Coeff.of Var. 8.9% Ma: 3.50 0.0 59 3! 2,890 Lem!) Dale Slump Air CT AT 7 Day 28 Day 1 06/24/21 5.75 5.0% 75 63 3,880 4,980 2 06/22/21 5.25 5.0% 78 70 4,370 5,370 3 03/25/21 4.00 5.5% 70 47 4,120 5,430 4 03/05/21 4.50 5.3% 65 50 4,310 6,050 5 03/02/21 6.00 4.0% 60 43 3,970 5,400 6 02/24/21 6.75 7,0% 62 37 2,890 4,080 7 01/27/21 4.50 7,0% 60 45 3,850 4,880 8 01/06/21 4.50 5.1% 61 45 5,170 5,990 9 12/23/20 4.50 5.0% 63 41 3,980 5,300 lB 12/17/20 4.00 5.5% 59 47 5,030 5,870 I 11/23/20 4.50 5.0% 64 41 4,200 5,090 11 11/09/20 5.25 5,5% 63 43 5,420 6,890 13 08/20/20 5.00 4.2% 78 63 4,140 5,280 /4 08/05/20 4.25 4.6% 64 64 3,230 4,290 13 07/31/20 5.50 3.5% 78 59 4,120 4,920 16 07/28/20 6.00 5.5% 72 70 3,360 4,060 17 06/19/20 4.50 4,5% 76 72 3,510 4,400 18 06/18/20 4.00 4,2% 71 70 4,090 5,250 /9 06/09/20 5.50 6,0% 68 54 3,740 4,710 20 06/09/20 5.00 6.0% 69 57 4,490 5,850 21 06/04/20 4.00 5.3% 63 60 4,690 5,560 22 06/02/20 4.50 5.1% 67 54 3,810 4,800 23 05/20/20 4,00 4.9% 70 52 4,130 5,570 24 05/06/20 5.00 5.1% 63 54 4,330 5,230 23 04/22/20 5.00 5,2% 67 52 4,930 6,090 26 04/20/20 3.50 64 52 4,970 5,690 27 02/17/20 5.00 66 43 4,690 5,830 28 02/17/20 4.25 68 46 4,890 5,770 29 02/03/20 5.00 4.9% 65 44 4,120 5,140 30 01/24/20 5.00 5.6% 64 50 4,210 4,950 Miles Sand & Gravel Company , WWW.MILES.ROCKS „T„ F The Chemical Company CHLORIDE ION CONTENT ESTIMATOR OUTPUT Customer/Plant: Comments: Mix ID/Number: 0442A Application: AMOUNT CHLORIDE ION CHLORIDE ION MIX INGREDIENT CONTENT CONTRIBUTION (Ib/yd3) (°Io by Mass) (Ib/yd3) CEMENT 564 0.0050 0.0282 FLY ASH 0 0 0010 SILICA FUME(RHEOMAC SF 100) - SLAG CEMENT FINE AGGREGATE 1270 0.007 0.0889 COARSE AGGREGATE#1 1860 0.0050 0.0930 COARSE AGGREGATE#2 0 0 0050 WATER 246 10 (ppm) 0.0025 CHLORIDE ION ADMIXTURE TYPE PRODUCT NAME DOSAGE CONTRIBUTION (IbIyd3) AIR-ENTRAINER: MB AE 90 0 75 (fl oz/cwt) 0.0003 ACCELERATOR I (fl oz/cwt) RETARDER: I I (fl oz/cwt) WATER REDUCER: (fl oz/cwt) MID-RANGE WR: POLYHEED 997 6.0 (fl oz/cwt) 0.0042 HIGH-RANGE WR: (fl oz/cwt) WORKABILITY RETAINER: (fl azlcwt) VISCOSITY MODIFIER: (fl oz/cwt) ASR INHIBITOR: I (ga1tyd3) CORROSION INHIBITOR: I 1 (galtyd3) SHRINKAGE REDUCER: (gal/yd3) COLOR: (Ib/cwt) WATERPROOFING: I I (Ib/cwt) TOTAL CHLORIDE ION CONTENT OF CONCRETE(Iblyd ) = 0.217 CHLORIDE ION CONTENT(%of Concrete) = 0.006 W-S CHLORIDE ION CONTENT(%of Cement) = 0.031 / W-S CHLORIDE ION CONTENT(%of Total Cementitious Materials) =) 0.031 \ D • BASF 03 30 00 Cast-in-Place Concrete We create chemistry 3 03 40 00 Precast Concrete 03 70 00 Mass Concrete MasterAir® AE 90 Air-Entraining Admixture Formerly MB-AE 90* Description Features MasterAir AE 90 air- • Ready-to-use in the proper concentration for rapid,accurate dispensing entraining admixture is for use in concrete mixtures, It Benefits meets the requirements of ASTM C 260, AASHTO M • Improved resistance to damage from cyclic freezing and thawing 154 and CRD-C 13. • Improved resistance to scaling from deicing salts ■ Improved plasticity and workability Applications • Reduced permeability-increased watertightness Recommended for use in: • Reduced segregation and bleeding • Concrete exposed to cyclic freezing Performance Characteristics and thawing Concrete durability research has established that the best protection for concrete from the ■ Production of high-quality adverse effects of freezing and thawing cycles and deicing salts results from: proper air normal or lightweight content in the hardened concrete, a suitable air-void system in terms of bubble size and concrete(heavyweight spacing,and adequate concrete strength,assuming the use of sound aggregates and proper concrete normally does mixing,transporting,placing,consolidation,finishing and curing techniques.MasterAir AE 90 not contain entrained air) admixture can be used to obtain adequate freeze-thaw durability in a properly proportioned concrete mixture, if standard industry practices are followed. Air Content Determination: The total air content of normal weight concrete should be measured in strict accordance with ASTM C 231. "Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method' or ASTM C 173/C 173M. "Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method.-The air content of lightweight concrete should only be determined using the Volumetric Method. The air content should be verified by calculating the gravimetric air content in accordance with ASTM C 138/C 138M, "Standard Test Method for Density(Unit Weight), Yield, and Air Content (Gravimetric) of Concrete." If the total air content, as measured by the Pressure Method or Volumetric Method and as verified by the Gravimetric Method, deviates by more than 1.5%,the cause should be determined and corrected through equipment calibration or by whatever process is deemed necessary. MASTERS »BUILDERS SOLUTIONS MasterAir AE 90 Technical Data Sheet Guidelines for Use Precaution Dosage: There is no standard dosage for MasterAir AE 90 In a 2005 publication from the Portland Cement Association admixture.The exact quantity otaieentrainiegadmixture needed (PCA R&D Serial No, 2789), it was reported that problematic for a.given air content of concrete varies because of differences air-void-:clustering that can potentially lead.to above normal in concrete-making Materials..and ambient canclitiens, Typical decreases in strength was found to coincide with late additions of factors that might influence the amount Of air entrained include: water to air-entrained concretes. Late additions of water include ternperature, cementitious- rriateriale, sand, gradatien, sand- the conventional'practice of holding back Water during batching aggregate ratio,mixiPre.proporlions,.skrmo,Means of conveying for addition:at the lobSite,Therefore,caution be exercised and placement, Consolidation and finishing teChnique, The with delayed additions of -Water to air entrained 'concrete. amount of MasterAir AE 90 admixture used will depend upon Furthermore, an air centent.check should be perfOrrried after the amounted entrained air required under actual jab.conditions. post-batching addition of any other materials to an air-entrained In a trial mixture, use (125 to 4 fl•oz/cwt (18-260 mL/100 kg) concreternixture, of cementitious material: Measure the air content of the trial mixture,and, if needed;either increase or decrease the quantity Product Notes of MasterAir RE 90 admixture to obtain desired"air content. CorreSivity — Non.;Dhlorlde, Non-Corrosive: MasterAir AE 90 In mixtures containing water-reducing or set-controladmixtures, admixture. Will neither. initiate nor promote Corrosion"•of the amount of MasterAir AE 90 admixture needed 'may be' reinforcing and prestressing steel embedded in cbnerate,Or • . . somewhat less than the amount required in plain,concrete. of galvanized floor and roof:SYsternS. No.calcium Chloride or' . Due to,possible changes in the factors that can affect the other Chloride-based ingredient&are used in the•Manufacture dosage of MasterAir AE 90 'admixture, frequent air content of this admixture. checks should be made during the course of .the work, compatibility: MasterAir AE .admixture may be used in Adjustments to the dosage should be based en the amount of combination with.any BASF admixture, unless stated otherwise entrained*required in the rniXtere.at the point of placement. on the data.sheet for the Other preduCt.When Used in corijOnthion If an unusually high or low dosage of MasterAir AE 90 admixture with other admixtures, each admiXture must be dispensed is required to obtain the desired air content, consult your local separately into the,concrete mixture. sales representative, In such,eases,. it may be.necessary to determine that, in addition to a proper air content in the fresh Storage and Handling, concipte,.a suitable sir-void system is achieved in,thehaniened Storage Temperature:MasterAME 90admixture should be stored concrete and dispensed at 31°F(-0.5°C):or higher.Aitheugh freezing does Dispensing and Mixing:Add MasterAir AE 90 admixture to the .notharrrithisProdLidt,priedeitionsshoirlelbetakeritoprotectitirorin concrete mixture using a dispenser designed for air entraining freeling.if MaSterAirAE.90 admixture freezes,the*at 35 QF(2°C) admixtures,or add manually using a suitable measuring device or above and completely reconstitute by mild mechanical agitation that ensures accuracy within plus or minus 3%Of the.required Do not use pressurized air for agitation. amount. Shelf We: MasterAir AE 90 admixture has a minimum'shelf For optimum,consistent perfarmance,the air-entraining admixture, life.of 18 months. Depending on storage conditions,the shelf 'should be dispensed On damp, fine aggregate. If the concrete life may be greater than stated. Please contact your local mixture contains fine lightweight aggregate, field evaluations sales representative regarding suitability for use.and dosage should be conducted to determine the best method to dispense, 'recommendations if the shelf life of MasterAirAE•90 admixture the air-entraining admixture. has been exceeded. Safety Chemical goggles and gloves are,recommended-when transferring or handling this material. BASF Corporation Admixture Systems www.master-builders-solutions.bastus page 2 Of 3 MasterAir AE 90 Technical Data Sheet Packaging Limited Warranty Notice MasterAir AE 90 admixture is supplied in 55 gal(208 L)drums, BASF warrants this product to be free from manufacturing 275 gal(1040 L)totes and by bulk delivery. defects and to meet the technical properties on the current Technical Data Guide, if used. as directed within •shelf life. Related Documents Satisfactory results.;depend not only on quality products but Safety Data Sheets: MasterAir AE 90 admixture also upon many factors beyond our control. BASF MAKES NO,OTHER WARRANTY 0R GUARANTEE, EXPRESS OR IMPLIED, INCLUDING WARRANTIES OF MERCI-IANTABILTTY Additional Information OR FITNESS FOR A PARTICULAR.PURPOSE WITH_RESPECT For additional information on MasterAir AE 90 admixture,or its TO ITS PRODUCTS: The, sole and exclusive remedy of use In developing a concrete mixture with special peformance Purchaser for any claim concerning this product,including but characteristics,contact your local sales representative, not limited to, claims alleging breach of warranty, negligence, • The Admixture Systems business,of BASF Construction strict liability or otherwise, is shipment to purchaser of product Chemicals'division is the.leading provider of solutions that equal to the amount of product#hat fails to meet this.warranty or refund of the original purchase price of product that improve placement, pumping, _finishing, appearance,and fails to meet this warranty, at the sole option of BASF. Any performance characteristics of specialty concrete,:used in claims concerning this. product must.be received in-writing the ready-mixed,precast;manufactured concrete.products, within one(1.) year from the date of.shipment and any claims underground construction and paving markets. For over hot 'presented within that period are. waived. by Purchaser. 100 years.we have offered reliable products and innovative BASF WILL NOT' BE RESPONSSiBLE FOR' ANY SPECIAL technologies, and through the Master Builders Solutions INCIDENTAL,CONSEQUENTIAL(INCLUDING LOST PROFITS) brand, we am connected globally with experts from many OR PUNITIVE DAMAGES OF ANY KIND. fields to provide sustainable solutions for the construction industry. Purchaser must determine the,suitability of the products for the intended use and assumes all.risks-and liabilities.in cannectlpn therewith. This Information and all further technical.advice are based on BASF's present knowledge and experience.However, BASF assumes no liability for providing.such information and advice including the extent to which such information and advice may relate to existing third party intellectual property rights, especially patent rights, nor shall any legal relationship be created by or.arise from the.provision of such information and advice. BASF reserves the right to make'any changes according to technological,progress or further developments, The Purchaser of the Products) must test the products) for suitability for the. intended application and purpose before proceeding.With Mt application Of the praduct(s),:Performance 'of the product described herein should be verified by testing and carried out by qualified experts. • NSF •KW-DE^_-0 tao^ad,a iAr rtma'a AE 90 undar thoddas or Builders SaI iIan*brand,cff.divo Jrmuaq 1.2014. l ) BASF Corprxallon 2015 a O V 15 PRE-DAT 0013 Bnlbed Slates Cam&BASF Corporation 23703C inBode-yard, 1coC larkBaulEvardAdMiX UrP Swern t levslancl,CNio 44122.5544 Brampton,Ontario 1_6T Aron www.master-bullders•solutions.basf.us Tel:ECO 824.9590 al Fax:216 638.8821 Tol:BOO 367.6082 9 Fax 935 792.0851 page 3 of 3 Engineer Addition ❑0 Washington State Department of January 10,.2022 Qualified Product List Contractor Product Information Contractor: Contract No: Sub Contractor: Date: Bid Item: Manufacturer: RASE •Corporation (formerly BASF Construction Chemicals, Inc.) - Cleveland, OH Product Name: MasterAir AE 90 Standard Spec : 9-23.6(1), Concrete Admixture- Air Entraining Admixtures Product,Description : Liquid,air entraining admixture for concrete. Product Restriction : Acceptance Code:2250 Code Description : Acceptance is by field verification and the retaining of the Concrete Producer's Certificate of Compliance indicating the product and dosage of the admixture conform to the concrete mix design. Last Updated : Nov'27, 2013 To be completed by the field inspector: Quantity Verified By: Date: Elm BASF i i 03 30 00 Cast-in-PlaCe Concrete I ' - ,..1 : 03 40 0I) PrecasiConerete We create Chemistry LI 1 03*70 Q0 Mass Concrete MasterPolyheed® 997 Mid-Range Water-Reducing Admixture Fonmeily PolyHeed 997* r1DOISpilpilcir ., ' Features MaoterROmitpti'967: NI True mici-range water reduction(5-15%)and excellent performance across a wide slump Ocirni*tkiS*patented: range,especially the difficult slump range of 5-8 in. (125-200 mm) .*Ilti7:00.7P6P,tel,mid N Superior workability,pumpability and finishability qualities even in concrete mixtures '060,YvAte*COOn#, ,1. ' containing law amounts of cementitious materials adriiiictUre:MaSterpolyhe-act. ' • "- • g9`-7.,aa14)&itiie,tri6e.t's In Superior finishing characteristics for resiclentiaVcommercial network and formed surfaces l i'i.,bl'mk-'0464._td.404V E requirements for Type A., - ' Benefits . water-reducing,and Type f; 12 Significantly reduced placement and'finishing time resulting in lower in-place ,highlangemater7reducingp concrete tests adrriiktOfe,5: I Higher strength at all ages Applications a Enhanced concrete durability , . Rkoirtiiiende'd foilltiatiii-'" : Ili Increased Service life.of concrete structures ,,,, r,,4,„,,, a:01.ilrOrt0j0tP.:7401'Cqui7q Performance Characteristics :00-0*:ip:Ocr, • 4!.,4ii*iktit lit4.,n1:POilit'i , Mixture Data:500 lb/0(295 kgiml.of Type I cement;slump 6;,7 in.(150-180 mm);5-6%air; 'andlinfariabifity*Oil-4; . concrete temperature 70°F(21 °C);ambient temperature, 70°F(21 ''q. :..ps:,q9ordekino.ortigitopm setting Time peitomiancei `flaiN*4**pumped -., .. , ,coriciateAand pervibu Initial Set Difference oncrete, . Mixture (h:min) (h:rnin) I, 0 ObT*6:601-0iiiiiig , Reference 601 — 1 i• rriaritga0Pred'4a110 arICI.' rilasterPoiyheed 997 admixture @ flarshooncreteriktures -- 5 fl ozicavt(325 mill 00 kg) 6:22 +0:21 10 fl ozioNt(650 mill OD kg) 6:57 +0:56 15 fl rg/cuvt(930 mU1 OD kg) 7:31 +1:30 . , , . . , .. . . ,. . MASTER® >>BUILDERS I SOLUTIONS MasterPolyheed 997 Technical Data Sheet Compressive Strength,psi(MPa) Storage and Handling Mixture 7-Day 28-Day Storage Temperature:If MasterPolyheed 997 admixture freezes, Plain 2360{16.3) 3320,(22.9) thaw at 35 °F (2 DC) or above and completely reconstitute .,,...,-.. .,.,,.,....-.,.,,,,,�........ ..........�,......,,.-,,,,.,,,_.,,..,.,,...,w,.,,,.<.-y, by mild mechanical agitation. Do not use pressurized air for MasterPolyheed 997 admixture CD agitation.. 5 fl ozlcwt(325 MU100 kg), 3060(21.1) _3930(27.1) Shelf Life: MasterPolyheed .997 admixture has a minimum 10 fl oz/cwt(650 mU100 kg) 3740{25.8) 4610(31.8) shelf life of 18 months. Depending on storage c©nditions, the 15 fl ozfcwt(980 mU100 kg) 4620(31:9) 5460(37.7) shelf life may be.greater than stated.Please contact your local Mete: The data shown are"based on controlled faberatory tests sales representative regarding suitability for use and dosage laasenabio variations from the-'results shown hero maybe ex nbnea. recommendations if the shelf life-'of MasterPolyheed 997 as �"n:suit 6f differences"in concrete making inatierials and lobsite admixture has been exceeded. conditions. Packaging Guidelines for Use • MasterPolyheed 997 admixture is supplied in,55 gal (208 L) Dosage: MasterPolyheed 997 admixture'has a recommended drums, 275.gal(1040 L)totes and,by bulk delivery. dosage range of 3-15 fl oz /cwt (195-980 mL/100.kg), of cementitious.material"for.most concrete mixes: Related Documents As the dosage"&MasterPolyheed 997.admixture increases to Safety Data Sheets: MasterPolyheed 997 admixture 15 fl oz/cwt(980 mL/100 kg)of cementitious materials,normal concrete setting.characteristics"are maintained and early and Additional information ultimate compressive strengths increase. BASF does not.recommend the use of dosages outside the For additional information on MasterPolyheed 997 admixture or recommended range without trial testing: Consult your local ;itsuseindevelopingconcrete,mixtureswithspecialperformance sales representative for assistance in determining the"dosage characteristics, contact your local sales representative. for optimum performance. The Admixture Systems business of BASFS. Construction 'Chemicals'division is the leading provider.of solutions that Product Notes improve. placement, pumping, finishing, appearance and Corrosivity — Non-Chloride, Non-Corrosive: MasterPolyheed perforrriance characteristics of specialty.concrete used in the.ready-Mixed,precast,manufactured concrete products, 997 admixture will neither initiate nor promote corrosion of underground construction and',paving markets. Far over reinforcing or.prestressing steel embedded in concrete, or 100 years we have offered reliable products and innovative of galvanized steel floor and roof systems. MasterPolyheed technologies, and through the Master Builders Solutions 997 admixture does not contain intentionally added calcium brand, we are connected globally.with experts from many chloride or.other'chloride-based ingredients. fields to provide sustainable solutions for the ccinstruction Compatibility: MasterPoiyheed '997 admixture may be used industry. in combination with any BASF.admixtures: When used in conjunction with other admixtures, each admixture must be dispensed separately into the concrete mixture, • BASF Corporation Admixture Systems www.master-builders-solutions.basf.us page 2 of 3 MasterPolyheed 997 Technical Data Sheet Limited Warranty Notice BASF warrants this product to be free from manufacturing defects and to meet the technical properties on the current Technical Data Guide, if used.as directed within shelf life. Satisfactory results depend not only on quality products but alsO upon many factors beyond our control, BASF MAKES NO OTHER WARRANTY OR GUARANTEE, EXPRESS OR IMPLIED,INCLUDING WARRANTIES OF MERCHANTABILITY ORR-MESS FORA PARTICULAR PURPOSE WITH RESPECT TO ITS PRODUCTS. The Sole and exclusive rernedy of Purchaser for any claim concerning this product, including but not limited to, crafts alleging breach,of warranty, negligence, strict liability or otherwise,is shipment to purchaser of product equal to the amount of product that fails to meet this warranty or refund of the original purchase price of product that fails to meet this warranty, at the sole option of BASF Any claims concerning this product must be received in writing within one(1) year from the date of shipment and any claims not presented within that period are waived by Purchaser. BASF WILL NOT BE RESPONSIBLE FOR ANY SPECIAL INCIDENTAL CONSEQUENTIAL(INCLUDING LOST PROFITS) OR PUNITIVE DAMAGES OF ANY IIND. Purchaser must determine the suitability of the'products for the intended use and assumes elI risks and liabilities in connection therewith.This information and all fUrther.technical advice.are based on BASF's present knowledge and experience.However, BASF assumes no liability for providing such information and advice including the extent to which such information and advice may relate to existing third party intellectual property rights, especially patent rights, nor shall any legal relationship .be created by or arise from the provision of such Information and advice. BASF reserves the right to make-any changes according to technological progress or further developMents. The Purchaser of the Product(s) must test the,product(s) for suitability for the intended application and purpose. before proceeding with a full application of the product(s).Performance of the product described herein should be verified' by testing and carried out by qualified experts. •Polyhcarl 997 bceamo It1ErjtcrPolyhars1 997 isichr iho Mautar Buildup Scx4.600$Wzrd.cfroctivojrmuary 1.204, 41)7M°41 0 BASF Ccfporathm 2016 D1/16 IKIEZ,V-0060 BASF C Wiled Stess Canada rpo ra o tio n 22700 07-agrirs Bculavard MD Clark Sculavad Admixture Systems Voraland,Ohio 44122.5544 Bramptvn,Ortanb LAT 4M7 www.rnaster-build9rs-solutions.bastus 1b1;BOO 62941090 CM Fax 216 82.9-81321 Id;Ka:387.59'132 II Fax;9C6 792-C651 page 3 of 3 IYYYYYY Y'YYY YYYYYIs rEngineer Addition ® Washington State Department of January 10,2022 Qualified Product List Contractor Product Information Contractor: Contract No: Sub Contractor: Date: Bid Item: Manufacturer: BASF Corporation (formerly BASF Construction Chemicals, Inc.) - Cleveland, OH Product Name: MasterPolyheed 997 Standard Spec : 9-23.6(2), Concrete Admixture -Type A - Water-Reducing Admixtures Product Description : Liquid normal range water reducing admixture for concrete: Type A Product Restriction : Acceptance Code : 2250 Code Description : Acceptance is by field verification and the retaining of the Concrete Producer's Certificate of Compliance indicating the product and dosage of the admixture conform to the concrete mix design. • Last Updated : Jul 31, 2019 To be completed by the field inspector: Quantity: Verified By: Date: CONSTRUCTION TESTING LABORATORIES, INC. 61.113].. 400 Valley Ave N.E.,Suite 102,Puyallup,WA 98372 Tel t 253-3834170 I Fax 8 253-770-8232 wsbsils:www c1twa corn MISC . LABORATORY TEST REPORT CLIENT' Miles Sand & Gravel REPORT DATE December 28, 2021 PROJECT MISC.TESTING ROE 268 PROJECT AOOREss N/A PRDJER-NlA6ER 4303 OONTRACTOa N/A WORK NrA ',AMR PLRCIIASE .105 ORINR RMR ND N/A OROERNO NiA NCR NIA O MATERIAL INFORMATION TE REQUESTED ASTM C117,C123,C142.Wood Waste OBTAINED 12-09-2021 MATERIAL _ _ .---------- - ------- - - ------- ---._. TypE AASHTO Grading#57('/"Washed) OBTAINED BY Client-Alex B. SOURCE Canyon Pit.B-329 SUBMITTED BY CCEent-Alex B. OF SAMPLE LAB NUMBER 21-1730 I LOCATION Stockpile I.D.N MBER OF SUPPLY - MISCELLANEOUS TESTS SULFATE SOUNDNESS SODIUM CLAY LUMPS& °>WOOD FRIABLE 0.0 %REQ. 2 0'riax WASTE CO REG D5 rnrir COARSE FINE PARTICLES _ I FINE AGGREGATE T %REQ- r i 18200 SCREEN 0 3 %REO 1.0 111dx SIZE S.LOSS SIZE 'I.LOSS ANGULARITY SAND EQUIVALENT %RPO ORGANIC %REO 4"-3 K" (REF.METHOD) IMPURITIES Light Weight Pieces, I LOOSE UNIT Specific Gravity 2.0 0.0 S REQ. 2.0 max WEIGHT S REO' 3%"-3' (coal&lignite) — — -- — ` WT PER DEGRADATION "4REG. CLEFT RE 3"-2 W RODDED 2W-1 W #4-#8 FRACTURE FRACTURE (SINGLE FACE: (DOUBLE FACE) 1 ��'--% __ #16 SIZE RESULT SIZE RESULT %"—3/Er #16-#30 ,:,REa %RED 318"-#4 #30-#50 RE %REO. TOTAL 1 TOTAL ATTERBERG LIMITS Requirement: PLASTIC I "'•REQ. LA ABRASION LIQUID s.REU LIMIT ILL) Grading: Result: PLASTICITY REo. %REQUIRED INDEX Mg COARSE AGGREGATE-SPECIFIC GRAVITY FINE AGGREGATE-SPECIFIC GRAVITY 88D Apparent 88D Apparent OVEN DRY " ABSORPTION OVEN DRY 'ro ABSORPTION Flat&Elongated RESULTS)1 STATUS Ratio: Flat By Weight® Elongated: By Pieces ❑ Flat&Elongated: Total: Requirement: REVIEWED BY!APPROVED BY LAB REMARKS EQUIPMENT SET at , 2, 13, 14 TECHNICIAN B. Rowden/do C. Pedersen REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL,WITHOUT THE WRITTEN APPROVAL OF CONST.TESTING LAB.INC.REPORT PERTAINS ONLY TO THE MATERIAL TESTED.(Revised 08-24-2020) CONSTRUCTION TESTING LABORATORIES, INC. 400 Valley Ave N.E.. Suite 102,Puyallup, 'NA 98372 Tel#253.383.3778 I Fax 4 253.770.8232 wetteite:www drive.corn MISC . LABORATORY TEST REPORT CLIENT 1 Miles Sand& Gravel REPORT DATE December 28, 2021 PROJECT REPORT'.. MISC. TESTING _.. .... .-. ?AMBER266 T DaESS NIA PROJECT 4 i � 343 ,-„4,,„.:„ NIA r,r , N:A cc+vrwu- NA Q(MNO, NIA JON EEBIRDER. N!A MATERIAL INFORMATION ' REQUESTED ASTM C40,C117. C123,C142 DATE —1 OBTAINED 12-09-2021 MATERIAL Concrete Sand(Building Sand) OBTAINEDBY Client—Alex B. SOURCE Canyon Pit, 8-329 SUBMITTED BY , Client—Alex B. OF SAMPLE 21-1728 LAB NUMBER LOCATION Stockpile OF SUPPLY : D.*.�VDER. - MISCELLANEOUS TESTS SULFATE SOUNDNESS SODIUM CLAY LUMPS& FRIABLE 0.0 %REQ. 3.0 max % %REO. COARSE FINE WASTE PARTICLES l FINE AGGREGATE %REQ. #200 SCREEN . 1.5 .REQ. 2.5 max 912E %LOSS SEE %LOSS ANGULARITY i SAND EQUIVALENT I %REQ. ORGANIC Plate#1 %REQ. i #3 max 4....3 W (REF.METHOD) IMPURITIES I Ught Weight Pieces, LOOSE UNIT Specific Gravity 2.0 0.0 %REQ. 1.0 max WEIGHT %REQ. 3 W._3" (coal&lignite) lt.PER DEGRADATION • %REQ. CU/FT l %REQ. 3 —2 W RODDED 2''A"-1f; #4-#8 FRACTURE FRACTURE (SINGLE FACE) I (DOUBLE FACE) 1 iIs _V" #8-#1S [ , SIZE ' RESULT SIZE RESULT ,'--3 BL` #16-#30 REQ. ^c,fiE4 3,fi' -o4 #30-#50 %RED- BRED TOTAL TOTAL I ATTERBERG UMITS Requirement: PLASTIC %REa. LA ABRASION UMIT(PL) LIIiIU) %REQ. Grading: Result: i — PLASTICITY %REREQ. %REQUIRED INDEX(PI) COARSE AGGREGATE-SPECIFIC GRAVITY FINE AGGREGATE-SPECIFIC GRAVITY SSD Apparent SSD Apparent OVEN DRY %ABSORPTION OVEN DRY ' %ABSORPTION Flat&Elongated RESULT(S)I STATUS Ratio: Flat: By Weight ® Elongated: By Pieces ❑ Flat&Elongated: Total: Requirement: RE',,E,AEDEv•APPRO'VE l'r LAB REMARKS I I EQUIPMENT SET# 2, 13, 14, 16 TECHNICIAN B. Rowden/,ir, C. Pedersen REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL,WITHOUT THE WRITTEN APPROVAL OF CONST.TESTING LAB,INC.REPORT PERTAINS ONLY TO THE MATERIAL TESTED.(Revised 08-24-2020) /Mk V7Washington State WSDOT MATERIALS LAB 07/3 I 1201 g a; °ewe:Intent of Transportation Aggregate Source Approval Report Owner: Miles Sand and Gravel Aggregate Source: PS-B-329 Lessee: Known as: Miles Canyon Road Pit Located in: ElaSE1/4SE1/4,E3/8NE1/4SE1/4 Section 24 T2ON R3E County: Pierce Remarks; Mineral Agg.and Surfacing: Test Date: 11/07/2014 Expiration Date: 11/07/2019 Absorption:1.03 Apparent Sp,G 2.751 Bulk Sp,G (SSD):2.703 Bulk Sp,G,:2.676 Deg.79 LA_11 Remarks: Currently approved as a source of aggregate for: ATB Ballast BST Crushed Cover Stone BST Crushed Screenings Crushed Surfacing Base Course Crushed Surfacing Key Stone Crushed Surfacing Top Course Gravel Backfill for Foundation Class A HMA Other Courses HMA Wearing Course Maintenance Rock Permeable Ballast Acceptance tests need to be performed as necessary. —— Portland Cement Concrete Aggregates: Test Date; 06/20/2018 Expiration Date: Qf2/20/2023 ASR-14 Day:031 ASR-One Year 0.02 CCA Absorption:1.02 CCA Sp.G.2.69 Deg:72 FCA Absorption:2,04 FCA Organics: 1 FCA Sp G-2,641 LA 11 Remarks: 1-Year ASR Results expire 08/04/2019 -ZK Currently approved for: Coarse Concrete Aggregates Fine Concrete Aggregates Acceptance tests need to be performed as necessary NOT approved for: Riprap,Quarry Spells, Rock for Rock Wall, Erosion and Scour Protection: Test Date: Expiration Date: Absorption: Apparent Sp.G.: Bulk Sp G.(SSD): Bulk Sp.G.: Deg. LA: Remarks: NOT Approved for: Quarry Spells Riprap Rock for Erosion and Scour Protection Rock for Rock Wails Stone 9-27.3(6) Streambed Aggregates: Test Date: 06/20/2018 Expiration Date: 06/20/2023 Absorption;1 02 Apparent Sp.G-2,737 Bulk Sp,G (SSO):2.69 Bulk Sp,G.:2.662 Deg:72 LA-11 Remarks: Currently Approved for: Strearnbed Aggregate Gravel Sorrow for Structural Earth Walls: Test Date: 06/20/2018 Expiration Date:06/20/2023 Bulk Sp.G.(SSD):2.69 Deg:72 LA:11 Remarks: Contact RME to determine if Resistivity,pH,Chlorides,or Sulfates testing is required Currently Approved for: Gravel Borrow for So Earth Walls Gravel Borrow for Sir Earth Walls ALL OTHER PIT RUN MATERIALS: Project Engineer may request preliminary samples but Aggregate Source Approval is not required. AGGREGATE MATERIALS NOT REQUIRING ASA APPROVAL: Aggregate for Gravel Base 9-03.10 Gravel Backfill for Foundation Class B 9-03.12(1)B Gravel Backfill for Walls 9-03.12(2) Gravel Backfill for Pipe Zone Bedding 9-03.12(3) Gravel Backfill for Drains 9-03.12(4) Gravel Backfill for Drywells 9-03.12(5) Backfill for Sand Drains 9-03.13 Sand Drainage Blanket 9-03.13(1) Gravel Borrow 9-03.14(1) Select Borrow 9-03.14(2) Common Borrow 9-03.14(3) Native Material for Trench Backfill 9-03.15 Foundation Material Class A and B 9-03.17 Foundation Material Class C 9-03.18 Bank Run Gravel for Trench Backfill 9-03.19 National Ready Mixed Concrete Association (((.( C Certificate of Conformance For Concrete Production Facilities N RMCA THIS IS TO CERTIFY THAT Pacific Plant 202, Pacific, WA Miles Sand & Gravel Company has been inspected by the undersigned licensed professional engineer for conformance with the requirements of the Check List for Ready Mixed Concrete Production Facilities. As of the inspection date,the facilities met the requirements for production by Central Mixing with Automatic Batching and Recordings of Cementitious Materials, Aggregate, Water, and Chemical Admixtures 7(ez �aF WASyjM � } a2 Signature of Licensed Professional Engineer ao �A E 44i.,p �. ' January 21, 2021 April 18, 2023 ti •1 ���< Inspection Date Certification Expiration Date SUBMITTAL REVIEW This company will maintain these facilities in court _ __ and will correct promptly anxitciciericies which develop. X No Exceptions Taken Make Corrections NotedP4* Amend &Resubmit //! L Rejected-See Remarks Signature of Company Official IMPORTANT NOTICE This review Official does not relieve the Contractor from NOTICE:The Check tit indicales ony Meat plant facilities are satisfactory responsibility to comply&confomi xuw ce of the °emcee eseir"4e1sPeciicebellfeetere eete meel be eseelee bY lame ale with the Plans, Specifications, and This conic*is issued by the 14663nal Ready head Canals Association a Contract Documents meats Ale HRtdCA Ca lion of Ready Wed Coma*Production Faciibes,0C3.Un ri• I in legal actor, Plant ID#:801670 411irrsy 04211PorYLua, Inc. 7133 --^.rJNS-LLit"Y'ENGINEtR5 0 1965, 1992,2001, By MB Date 1110/22 National Ready Mixed Concrete Assadadon 66 Cam Vltlttla 22314 National Ready Mixed Concrete Association VI( Certificate of Conformance For Concrete Production Facilities NRMCA_ THIS IS TO CERTIFY THAT Kent Plant 203, Kent, WA Miles Sand & Gravel Company has been inspected by the undersigned licensed professional engineer for conformance with the requirements of the Check List for Ready Mixed Concrete Production Facilities. As of the inspection date,the facilities met the requirements for production by Central Mixing with Automatic Batching and Recordings of Cementitious Materials, Aggregate, Water, and Chemical Admixtures f iAG CHAR Of Shi'�sE Oa ' ,.. / _. f iT etc- -e' CS. (/-I-- 1162."-i' -//'/W' cis T' Signature of Licensed Professional Engineer .a }, 1/ 9 ,.4.Lirz.) 0�Fs� fs � 4-0 a January 19, 2021 March 19, 2023 4Al- Inspection Date Certification Expiration Date SUBMITTAL- REVIEW This company will maintain these facilities in coral and will correct promptly k...)7 ny deficiencies which develop. X No Exceptions Taken // ;.)7 Make Corrections Noted 4 c-t.,6(____ Amend & Resubmit Rejected-See Remarks Signature of Company Official Official IMPORTANT NOTICE This review NOTICE:ICE: The Check List indicates only that plant faalroes are satisfactory does not relieve the Contractor fro' rrmance of the onaete itself with speaficabon re ieements must be eerirued by usual insper responsibility to comply&conform with the Plans, Specifications. and 'his certificate a issued by the National Ready Mixed Concrete Association o, Contract Documents enents of the NRMCA Certifcab n of Ready Mixed Concrete Production Faciies,C1C3,Or tin egal action Plant ID#: 801815 (;ray&Osborrie,Iran. i890 © 1965,1992,2001, CON.%LTNG ENGINEERS Date.1/10/2,� National Ready Mixed Concrete Association 66 Cam By MB Virginia 22314 ASH GROVE a Mill Test Report Plant Seattle Cement Type GU 8 I-II Low Alkali Date 21-Oct-21 Production Period September 1,2021-October 1,2021 Certification No. 2021-17 STANDARD REQUIREMENTS ASTM C 150 Tables 1 and 3; CSA Tables 1 and 4 CHEMICAL PHYSICAL Spec.Li nit Spec. Test Spec.Limit Spec. Test Item Type GU Limit Result Item Type GU Unlit Result Si02(%) A A 19.9 Air content of mortar(volume%) A 12 max 6 A1203(%) A 6 0 max 4.8 Blaine fineness(m'ikg) A 260 min 383 Fe203(%) " 6.0 max 3.4 %Passing 325 mesh 72 mat° 96.8 CaO(%) A 84.7 Autoclave expansion(%) 10 max 0.80 max 0.10 IiigO(%) 5.0 max 6.0 max 0.7 Compressive strength MPa(PSI) min: min: S03(%) 3.0 max 3.0 max 2,8 1 Day A A 14.9(2160) ignition lose(%) 3.0 max' 3.5 max 2.9 3 Days 14.5 12.0 27.4(3970) Na20(%) A A 0.22 7 Days 20.0 19.0 352(5100) K20(%) A ♦ 0.34 28 Days 26.5 A 43.5(6310)r Insoluble residue(%) 1.5 max 1.5 max 0.40 Tine of setting(minutes) CO2(%) A A 2.0 Vicat Initial not less than 45 45 100 Limestone(%) 5 max 5.0 max 4.6 Final not more than 375 375 177 CaCO3 in limestone(%) " 70 min 98 Neat of hydration Icallg) Inorganic processing addibon(%) A 5.0 max 0.8 7 Days A A 89.8A (Baghouse Dust) Potential phase composition(%)c C3S A " 57 C2S A A 13 C3A A 8 max 7 C4AF A A 10 C4AF+2(C3A) A A 24 C3S44,75(C3A) A A 90 OPTIONAL REQUIREMENTS ASTM C 150 Tables 2 and 4 CHEMICAL PHYSICAL Spec,Limit Spec rest Spec Limit Spec Test Item Type GU Limit Result Item Type GU Limit Result Equivalent alkalies(%) A 060max 044 False setj%) A 50min BB °Not applicable. 'Test result represents most recent value and is provided for intormat+on only °Adhusted per A1.6. °Fineness: 45pm sieve,maximum%retained,28. EThe reported 28 Days are for the previous production period. 'An igrselon loss of 3 5%maximum is allowed provided The cement at 550 t 25"C,show a loss in mass of no more than 3.0%. ADDITIONAL DATA inorganic Processing Addition Date Type Baghouse Dust Amount(%) 0.8 Si02(%) 14.6 A1203(%) 6.5 Fe203(%) 1.5 Ca0(%) 40.9 S03(%) 0.7 Base Cement Phase Composition C3S(%) 61 C23(%) 14 C3A(%) 7 C4AF(%) 11 We certify that the above described cement,at the time of shipment.meets the chemical and physical requirements of the ASTM C150fC150M-18 specification and the CSA A3001-13 Type GU specification. Signature: Title Chief Chemist Edward C.Rafacz 3801 E Marginal Way S,Seattle,WA 98134; Ph:(206)623-5596; Fax;(206)623-5355 Engineer Addition ❑® Washington State aspaetme:I of January t0,.2022 Qualified Product List Contractor Product Information Contractor: Contract No: Sub Contractor: Date: Bid Item: Manufacturer: 'Ash Grove Cement Company - Seattle, WA Product Name: Portland Cement Type I, Type I/II low alkali, Type III ; (AASHTO M-85, ASTM C-150) Standard Spec : 9-01.2(1), Concrete - Portland Cement Product Description : Manufactured -Seattle, WA: Portland cement Type I,Type I/II low alkali; Distributed from: Seattle, WA, Portland, OR and Spokane;WA- Portland cement Type III distributed from: Seattle,WA and Spokane; WA, Product Restriction : Acceptance Code: 2525 Code Description :Acceptance based upon the cement Manufacturer's Mill Test Report number being: shown on each concrete producer's certificate of compliance. Last Updated : Sep 24,.2012 To be completed by the field inspector: Quantity: Verified By: Date: � FWashiitloct State Department of Transportation Request for Approval of Material Contract Number FA Number SR Date CAG 20-065 N/A DUVALL AVE NE 12/14/21 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# 077 PE Use Bid Item Material or Name and Location of Fabricator, Specification PE/QPL ' Hdgtr./QPL HQ Use No. Product/Type Manufacturer or Pit Number Reference Code : Code B14,15,17 GATE VALVES MUELLER CO. 7-16.1 2,8 B16 LRG GATE VL MUELLER CO. 7-16.1 2,8 B14-B17 . VLV STEM EX PROSELECT 9-30.3(1) 3 Project Engineer/Representative r—L.2 Date State Materials Engineer/Representative Date 1/17/2022 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. See Remarks 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. 08. .Source Approved: Please ensure that valves conform to all the requirements of S.P. 9-30.3,including. being stamped'with"NSF APPROVED"and satisfying AWWA..C590 and C515 9. Approval Withheld: Submit samples for preliminary evaluation. 10. Approval Withheld: 11. Miscellaneous Acceptance Criteria. Remarks (PE): Affidavit of Compliance shall state compliance with AWWA C509 or C515 Remarks (HQ): DOT Form 350-071 Project Engineer Distribution Revised 03/2021 ❑X Contractor ❑Region Operations Engineer ❑Fabrication Inspection ❑Region Materials 0 State Materials Lab-MS 47365 B14,B15,B17 PRODUCT SPECIFICATIONS A-2362 RESILIENT WEDGE GATE Mueller Col VALVES, 2"-12" Raab Clandloef 1. GENERAL CLASSIFICATION 1.1 Mueller® Resilient Wedge Gate Valves comply with ANSI/AWWA C509 where applicable. 1.2 Mueller Resilient Wedge Gate Valves are approved by Factory Mutual Research Corporation(FM). 1.3 Mueller Resilient Wedge Gate Valves are listed by Underwriters Laboratories, Inc. (UL). Valves with actuators are not listed. 1.4 Mueller Resilient Wedge Gate Valves are tested and certified to ANSI/NSF Standard 61 &372. 1.5 Mueller Resilient Wedge Gate Valves are suitable for potable water applications. 1.6 Mueller Resilient Wedge Gate Valves are iron body, fully encapsulated resilient wedge type. 1.7 Mueller Resilient Wedge Gate Valves are manufactured in the U.S.A. at an ISO9001 Certified factory. 2. SIZE RANGE, WORKING TEMPERATURE &WORKING PRESSURE 2.1 Sizes: 2"thru 12" 2.2 Working Temperature: 33° F minimum to 170° F maximum. 2.3 Working Pressure 2.3.1 350 psi for AWWA/UUFM. 3. TYPE OF VALVE 3.1 Mueller Resilient Wedge Gate Valves are non-rising stem or post indicator type. 3.2 Mueller NRS Resilient Wedge Gate Valves are offered with 0-ring stem seals. 3.3 Mueller Resilient Wedge Gate Valves are offered to open either left or right. 3.4 Mueller Resilient Wedge Gate Valves have a 2" square wrench nut complying with AWWA C509. Optional hand wheels are available. 3.5 Mueller Resilient Wedge Gate Valves of the non-rising stem type and post indicator type-are offered with the following end connections: 3.5.1 Flanged Ends (2" thru 12") with flange drilling complying to ANSI B16.1 Class 125 (ISO PN10/PN16 drilling optional). 3.5.2 Flanged Ends (3" thru 12") with flange drilling complying to ANSI B16.1 Class 250 (ISO PN25 drilling optional). 3.5.3 Standard Mechanical Joint Ends (2", 3"thru 12") for cast iron pipe or ductile iron pipe with end dimensions complying with ANSI/AWWA C111/A21.11. 3.5.4 Slip-On Joint Ends* (4" thru 12") complete with Mueller Slip-On Gasket, complying with ANSI/AWWA C111/A21.11. Fits plain end of classes 150, 200 and 250 cast iron; ductile iron, and classes 150 and 200 cast iron O.D. PVC**. `Design and dimensions of the joint are manufactured under license of U.S.Pipe and Foundry Company. "When using DI O.D.PVC pipe,the gaskets supplied by Mueller Co.must be used with this valve connection. 3.5.5 Radial Compression Joint Ends (2"thru 8")for I.P. size PVC pipe. 3.6 Mueller Resilient Wedge Tapping valves (2", 3"thru 12") have an inlet flange complying with ANSI B16.1 Class 125 and MSS SP-60, and are offered with a Standard Mechanical Joint outlet end with dimensions complying with ANSI/AWWA C111/A2.11. Form 13209 r09-18 page 1 of 3 PRODUCT SPECIFICATIONS A-2362 RESILIENT WEDGE GATE Mueller Co. VALVES, 2"-12" `O"'` "ni 3.7 Mueller® Resilient Wedge Cut-In valves (4" thru 8") have D-150 Mechanical Joint Ends with two specially designed gaskets to fit either of two diameters of Cast Iron or Ductile Iron Pipe; duck- tipped rubber gasket for Class 150 pipe, or plain rubber gasket for Class D pit cast pipe. 4. MATERIAL SPECIFICATIONS 4.1 Cap screw-Stainless Steel, Type 316. 4.2 Wrench nut-Ductile, ASTM A-536. 4.3 Handwheel-Cast Iron, ASTM A-126, Class B. 4.4 Stuffing box-Cast Iron, ASTM A-126, Class B. 4.5 Stem 0-rings-Nitrile, ASTM D2000. 4.6 Anti-friction washers-Acetal Copolymer. 4.7 Stem=Manganese Bronze, ASTM B138 Alloy C67600. 4.8 Bonnet-Ductile Iron, ASTM A-536. 4.9 Bonnet seal 4.9.1 2"thru 3"-Flat gasket, Neoprene, ASTM D-2000. 4.9.2 4"thru 12"-0-ring, Nitrite, ASTM D-2000. 4.10 Stuffing box bolts &nuts-Stainless Steel, Type 316. • 4.11 Bonnet bolts&nuts-Stainless Steel,Type 316. 4.12 Disc nut-Bronze, ASTM B-584 Alloy. 4.13 Guide cap bearings-Acetal Copolymer. 4.14 Disc 4.14.1 2"thru 3"sizes-Cast Iron, ASTM A-126, Class B. 4.14.2 4"thru 12 sizes-Ductile Iron,ASTM A-536. 4.15 Disc encapsulated-SBR ASTM D-2000. 4.16 Body-Ductile Iron, ASTM A-536. 4.17 Coating - Inside and outside of valve fully coated with Mueller PRO-GARD® Fusion Bonded Epoxy. Coating complies with ANSI/AWWA C550 and is certified to ANSI/NSF Standard 61. 5. DESIGN FEATURES 5.1 Fullyy unobstructed, oversized flow-way-the sealing mechanism is withdrawn from the flow- way in a full open position. No pockets in bottom of flow-way to trap sediment or debris.The flow- way will permit passage of full-sized shell cutters. 5.2 Bronze Disc Nut- all valves: 5.3 Anti-Friction Washers on non-rising stem valves- Located above and below the thrust collar portion of the stem to reduce friction and provide more effective conversion of operating torques into seating loads. 5.4 Stem for non-rising stem valves,with 0-ring Seals-One 0-ring is located below the thrust collar of the stem and two are located above the thrust collar,with the uppermost serving as a dirt seal (4" thru 12"). The 0-rings and thrust collar are factory, lubricated. The two primary 0-rings seal the thrust collar area from outside contaminants and water, and retain an ample amount of lubricant on the thrust collar and anti-friction washers to reduce operating torque and wear. Form 13209 r09-18 page 2 of 3 PRODUCT,SPECIFICATIONS A-2362 RESILIENT WEDGE GATE Mueller Co. VALVES, 2"-12" Rabbis` °'cti°ti • 5.5 Stem—The threads on the bronze stem are Acme form threads for strength and efficiency.The stem thrust collar is made.integral with the stem--and is formed by a heat upset operation. 5.6 Upper Stem 0-ring Replacement—.The two 0-rings above the thrust collar of all Mueller43 Resilient Wedge Gate Valves can be replaced with the valve in the fully open position, under pressure, with no leakage. 5.7 Corrosion Resistant — all inside and outside:cast iron surfaces are coated with Mueller PRO- GARD® Fusion Bonded Epoxy Coating, 10 mils nominal. Mueller PRO-GARD® Fusion Bonded Epoxy Coating is non-toxic, imparts no taste to water, and complies with ANSI/AWWA C550. Valves are certified to ANSI/NSF Standard 61. 6. OPTIONAL FEATURES 6.1 Mueller 2362 Resilient Wedge Gate Valves can-be furnished with the following optional designs or features: 6.1.1 Gearing—Bevel and Spur gearing available on 3"thru 12"valves.Bevel-geared valves are for horizontal installations; spur-geared for vertical. Geared valves provide an additional bearing to support the extreme end of the stem. 6.1.2 Position indicator—Available for NRS valves 3"and larger. 6.1.3 Stem—Silicon bronze-ASTM B98 C66100;,304 Stainless Steel or 316 Stainless Steel. 6.1.4 Disc encapsulation &0-rings—EPDM ASTM D2000. 7. TEST PRESSURE 7.1 The pressure test on each Mueller Resilient Wedge Gate Valve meets the requirements of AWWA Standard C509 for Resilient Seated Valves. 7.1.1 Each Mueller Resilient Wedge Gate Valve is subjected to two pressure tests. The seat test is at the working pressure of AWWA valves and 1-1/2 times working pressure of UL Listed valves. Shell tests are at 2 times the working pressure. 7.1.2 Pressure tests at the working pressure shall show NO leakage past the seat from either side of the wedge or at the flange joints. Pressure tests at twice the working pressure shall show NO leakage through the metal or flange joints. 7.1.3 Test pressures are as follows: 525 psi seat test, 700 psi shell test. Muslim Water(U.S.)1.800.423.1323 Mueller Canada 1.705.719.9965 International 1.423.490.9555 ■, www.muellercompany.com www.muellercanada.com www.mueller-intemational.com moreinfo@muellercompany.com more-info®muellercanada.com international®muellercompany.com Copyright®2017 Mueller Co.,LLC.All Rights Reserved.The trademarks,logos and service marks displayed in this document herein are the property of Mueller Co.,LLC,itsaffiliates or other third parties. These productsare intended forusein potable waterapplications.Please contactyourMueterSalesorCustomerServiceRepresentativeconceminganyotherapplication(s). Form 13209 r09-18 page 3 of 3 • From RAM 039 • • 1�OW WI(W.�..a.. �._t 1101 F i ITIrru$FI*t I.!taw...pa,- N m ~t .a,rtlrl tort r� �.� la Ill ' $ Minil'ii $ li/ni M lawt '#.� o-uw MNi ---- r' • -. r tll{rKf10•tlwil 1 Mai e r wan rip 1 wlll4r u t R Al tla► u al welt '� II.Mttn lily rw m 3 .tc IwwWr twirl emu. m. iz-.:.,,, . - A _......5, ........,�� ,.......... �� qq Inn In �r1yy Jr� t,.- 1 Y t J�l■ ..1 l " 1 fiii. a n iw Clan. • _ a ...Lt..:q W MM.{ atl Ir ON••stn.NM Wag MI NM �II�I,I{ r/ram, It LENIN-R W•,II IN Kr.a 1a 5r11 _� �� / '1 - ■ ■ ■ ■ �1� �, /I u01•MIN 1 CIFw v KnLL IY NM T1 1 n urn CO Pam !'- .u'if:1 a �,. rr�t �.. wti NM INC i, --` { � ALL ':'%�`ww ' ' w ' ? d 1) 41•li n hint {4 i u'�,t .• ..rerst i sis.n c-:t,•a, \N. .�` 0 _,We— MECHANICAL JOINT ENDS � 0 „' � ' � H u II © \ o o ii: immi , c irmimply • • 1_1 bA . IN N J ° SUBMITTAL REVIEW 1� fil ] •; i No Exceptions.Taken ---- . . ■ �� ,ia4;56g' .a. _ _ _ �r ltl X.• Make Coirectians Noted m>a I �� 41.11 _ Amend 0 Resubmit �• ` Rejected-See Remarks SuP-o4 FNDS R • FLANGE N SLIP-ON ENDS IMPORTANT NOTICE:This review • does hot relieve contractor from his ma or outism M.rip� t wit ' respohslbility to'comply.&conform , • • • , • , r a re "'71tt 8—': I with the Plans,Specification,and :':: �.#r it r .•::3:i .}w !� .. la es : . ma Irn . ` a r ,r n,i'' .• .a.. ,If �,1 A yaw r,, lid d,a eye n.r .1, ' Contract Documents, r;� {I; 19y� ::::wr l';r.,•17 :�'3 !:: :5t :�a ; i;i: :`SN .I;tit is — --7, " --a !MI r.a III 'MO r•..a r.,n a,n II.n r,n Ma 1.11 r ,,a I.,a a,,r NJ 1 i �a 7 ■h P"""*" V119y&Os]oI se,� .>. . ,. .. .,. .... .. � r� ur-nnw.m ain Cu..cm CONSULTING ENGINEERS ... uU.i w IN.l.i as r"Eil...mlf..a51 w.,.licon..wi D. Please ensure that valves conform to all the requirements By:_ . ABZ Date:912412021 of S.P.9-30:3,including being stamped with"NSF • APPROVED"and satisfying AWWA C509 and C515. yJ . BID ITEM B-16 SUGGESTED SPECIFICATIONS Mueller Co. LARGE GATE VALVES, 14" - 54" ,. 1. Resilient Wedge Gate Valves (RWGV) shall meet or exceed all applicable requirements of ANSI/AWWA C515-15. Valves shall be UL Listed1, FM approved2 and certified to ANSI/NSF 61 & 372. 2. 14"-16" valves shall have an AWWA, UL and FM working pressure of 250 psig. Valves shall be shell tested to 500 psig and seat tested to 375 psig. 18"-24" valves shall have an AWWA and FM working pressure of 250 psig and a UL working pressure of 175 psig. Valves shall be shell tested to 500 psig and seat tested to 375 psig. 30"-54" valves shall have an AWWA 250 psig working pressure. Valves shall be shell tested to 500 psig and seat tested to 275 psig. 3. Valve type shall be Non-Rising Stem (NRS). 4. Valves shall have an arrow cast on the operating nut or hand wheel showing opening direction. The direction of opening shall be as specified. Valves 30" or larger require a bevel or spur gear actuator. 5.. Valves shall be provided with a 2" square operating nut. The bolt that attaches the operating nut to the stem shall be recessed into the operating nut so as not to interfere with valve wrench operation. 6. Valves shall have 316 Stainless Steel bolts and nuts for the stuffing box and bonnet. 7. Valve stems shall have at least one "anti-friction"thrust washer above and below the stem collar to reduce operating torque. Valve stem design shall be such that if excessive input torque is applied, stem failure shall occur above the stuffing box at such a point as to enable the operation of the valve with a pipe wrench or other readily available tool. Valves with two-piece stem collars do not meet the requirements of AWWA C515-15 and are unacceptable. 8. Valve stems shall be made of acceptable bronze material as required by AWWA C515-15. Valve standard stems are as follows: 14"-16"ASTM B138 18"-54"ASTM B584 Optional stem materials may be: a. 304 Stainless Steel bar stock or casting b. 316 Stainless Steel bar stock or casting 18-24"RWGV's without gear actuators are UL Listed 3 14-24"RWGV's are FM Approved Form 13896 2-18 page 1 of 2 SUGGESTED SPECIFICATIONS Mueller Co. LARGE GATE VALVES, 14" - 54" , 9. Valves shall have an o-ring sealed stuffing box. Two o-rings shall be placed above and one o-ring below the stem thrust collar. The thrust collar shall be factory lubricated. The thrust collar and its lubrication shall be isolated by the o-rings from the waterway and from outside contamination providing permanent lubrication for long term ease of operation. Valves without a stuffing box or valves without at least three stem o-rings are unacceptable. 10.The valve body, bonnet, stuffing box, and disc shall be composed of A536 Grade 65-45 minimum ductile iron. The body and bonnet shall also adhere to the minimum wall thickness as set forth in AWWA C515-15 Table 2, section 4.4.1.2. Wall thicknesses that do not meet AWWA minimums are not acceptable. 11.The valve disc and guide lugs must be fully (100%) encapsulated in 14"-16 SBR ASTMD2000 and 18"-54" EPDM ASTM D2000 rubber material. The peel strength shall not be less than ASTM D-429 (Method B) required 75 pounds per inch. Guide caps of an acetyl bearing material shall be placed over solid guide lugs to prevent abrasion and to reduce the operating torque. 12.18-36" valves shall have all internal and external ferrous surfaces coated with a fusion bonded thermosetting powder epoxy coating of 10 mil nominal thickness. Valves 42" and larger shall have internal and external ferrous surfaces coated with a liquid epoxy of 5 mil nominal thickness. Coatings shall conform to AWWA C550. 13.Valves shall be warranted by the manufacturer against defects in materials or workmanship for a period of ten (10) years from the date of manufacture. The manufacturing facility for the valves must have current ISO certification. SUBMITTAL REVIEW NRS Gate valves shall be MUELLER'' A2361 series or approved equal. No Exceptions Taken X Make Corrections Noted NRS Tapping valves shall be MUELLER' T2361 series or approved equal. Amend &Resubmit Rejected-See Remarks IMPORTANT NOTICE: This review does not relieve contractor from his responsibility to comply&conform Please ensure that valves conform to all the requirements of `, with the Plans, Specification, and S.P. 9-30.3, including being stamped with "NSF APPROVED" Contract Documents. and satisfying AWWA C590 and C515 �rttap&Osborne, Inc. CONSULTING ENGINEERS By: DRS Date:1/17/22 Muelles Co. Water(U.S.)1.800.423.1323 Mueller Canada 1.705.719.9965 International 1.423.490.9555 www.muellercompany.com www.muellercanada.com www.mueller-intemational.com 1111160_I moreinfo@muellercompany.com more-info@ muellercanada.com intemational@muellercompany.com Copyright 02018 Mueler Co..LLC.At Rights Reserved.The trademarks,logos and service marks displayed in this document herein are the property of Mueller Co.,LLC,its affiliates or other third parties. These productsare intended for use in potable water applications.Please contactyour Mueller Sales or CustomerService Representativeconcem,nganyother application(s). Form 13896 r2-18 page 2 ol2 B14,B15, B16, B17 444 PROSE! FCr ., GATE VALVE STEM EXTENSION - WITH CENTERING PLATE Product Features • Gate Valve Extensions make it easier and safer to turn a gate valve operating nut by bringing the nut closer to the surface • Square socket on one end,2" heavy square nut on the other • Carbon steel tube • Rock guard G I • 2 locking screws on valve nut H 2.36±.06 .24±0.2 I 8.46±.02 Specifications 41�'F 1 Number Size E PS41107 1' 04:,.±.04 PS41108 2' , I f 1 , PS41109 3' .12±0.2 A.Overall PS41110 4' Length PS41111 5' — — — PS41112 6' PS41114 8' 12}s0.2C PS41119 1 1/2' A,D3,OZ SUBMITTAL REVIEW p X No Exceptions Taken Section Dimensions Make Corrections Noted L+10 Amend&Resubmit B Tube Diameter 01.3±0.2" Rejected-See Remarks C Tube Wall Thickness .12±0.2" IMPORTANT NOTICE This reviewdoes not relieve contractor from his D Center Plate Thickness .12±0.2" responsibility to comply&conform with the Plans,Specification,and E Center Plate Diameter 04.88±.04" ' Contract Documents. F Dirt Shield Diameter 04.17±.04" / , \Grs G Dirt Shield Thickness .24±0.2" CD,ISc--TAG ENGNE ERE H Top to Dirt Shield Length 2.36±.06" By. DRS oate1/17/22 I Top to Center Plate 8.46±.02" I `� Length i A A Tightening A3 Screw Material Paint Type Black lead-free paint;sprayed. 3/8 UNC 0 Cal: 09.35 ni Distributed Exclusively by Ferguson and Wolseley Canada ©2011 Ferguson Enterprises,Inc. All Rights Reserved 969210/11 libk Washington State ir/' Department of Transportation Request for Approval of Material Contract Number FA Number NSA SR Duvall Ave NE Date CAG 20-065 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# 033A PE Use Bid Item Material or Name and Location of Fabricator, Specification PEJQFL Hdgtr.IQPL HQ Use No. Product Type Manufacturer or Pit Number Reference Code Code DI Pipe 7-16 2 B8 E tt s-- American Ductile Iron Pipe Also B6.01 B7.01 B 17.07 Bi8.07 Project Engineer/Representative Y Date State Materials Engineer/Representative Date \- :-'' l_ 12/28/2021 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. 0 Acceptance Criteria: Mfg.Cert.of Compliance for'Acceptance'prior to use of material. See Remarks 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. 8. Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. 10. Approval Withheld: 11. Miscellaneous Acceptance Criteria. Remarks (PE): Per Special Provisions 9-30.1(1) DI Pipe shall have Double Thickness Cement Lining -for 6", 8" 12" & 16" DI Pipe. Remarks 1-mil Thick Seat coat required. (HQ): All ductile iron pipe shall be centrifugally cast in 18 or 20 foot lengths and shall meet the requirements of AWWA C151. All ductile pipe shall be minimum Standard Thickness Class 52. Mfg. Cert. of Compliance shall meet requirements of WSDOT 1-06.3 DOT Form 350-071 Project Engineer Distribution Revised 03/2021 ®Contractor ❑Region Operations Engineer ❑Fabrication Inspection ❑Region Materials ❑State Materials Lab-MS 47365 BID ITEM BOB SPEC REF 7-16 DUCTILE IRON PIPE = AMERICAN Linings for Pipe and Fittings The principal standard covering cement lining is ANSI/AWWA C104/A21.4.This and other standards are referenced throughout this Section either by the full ANSI/AWWA designation or by only the AWWA numbering,such as AWWA C104. Along with technical and metallurgical 1.Cement Lined per AWWA C104. advancement in piping materials, research 2. Asphaltic Lined per AWWA C110, on lining requirements for pipe and fittings C115 or C151. has resulted in the development of linings to 3. Fusion-Bonded Epoxy (for meet many different service requirements. 4"-16"Fastite fittings) per AWWAA C116. AMERICAN offers several types of linings, 4. Special Lining- for unusual service the most common being cement lining. conditions Pipe and fittings furnished by AMERICAN are offered unlined or with linings as follows: Cement Lining Cement-mortar lining for ductile iron ANSI/NSF Standard 61 for potable water pipe and ductile and gray iron fittings for contact. water service is in accordance with ANSI/ Flow tests on cement-lined pipe under AWWA C104/A21.4. varying service conditions have established Cement-lined pipe is also furnished for that the Hazen-Williams flow coefficient some sewage service and a number of other remains as expected at about 140,and flow applications.In fact,most pipe furnished is tests on cement-lined, large-diameter cement lined, providing improved flow AMERICAN Ductile Iron pipe have characteristics and the required protection confirmed flow coefficients much higher against internal corrosion. The cement than 140. lining is satisfactory for temperatures up to 212°F. If asphaltic seal coat is furnished, Handling Cement-lined Pipe and the lining is only adequate for temperatures Fittings up to 150°F. For other services contact Pipe and fittings with cement lining AMERICAN regarding temperature should be handled with rubber-covered limitations of cement lining. hooks or other type equipment to prevent The first recorded installation of damage to the cement lining. Bare forklift cement-lined gray iron pipe was in 1922 at arms or bare hooks should not be inserted Charleston,S.C.This lining was developed into open ends. by the Charleston Commission of Public Works in cooperation with American Cast Characteristics of Cement Lining Iron Pipe Company. Since this beginning, AWWA C104 allows for surface crazing and AMERICAN has furnished most of its pipe cracks of a specified nature and magnitude. with cement lining. The lining is applied Occasionally cracks and looseness in linings centrifugally with the speed of rotation may occur prior to installation,particularly designed to produce a smooth waterway where pipe is stored for a considerable time. surface,minimal voids,yet retaining enough Many years'experience with cementlined moisture for proper curing. AMERICAN pipe and fittings has verified that this cement-lined pipe and fittings are listed by condition is not detrimental to the perfor- 11-1 DUCTILE IRON PIPE mance and effectiveness of the lining. AWWA C104 provides that damaged When a cement-lined pipe is placed in lining may be repaired, and the following service and filled with water,two reactions repair procedure is recommended: begin immediately. The first is a gradual 1.Cut out the damaged lining to the elimination of the temperature differential metal. Square the edges. between pipe and lining, thus eliminating 2. Thoroughly wet the cut-out area any stresses in the lining due to this and adjoining lining. condition. 3.With the damaged area cleaned and Secondly, the lining begins to absorb the adjoining lining wet,spread the mortar water into the pores of the cement and into (see recommended mix below)evenly over the capillary channels of the calcium silicate the area to be patched.(See Table No. 11-1, gel.The water absorption causes the lining next page,for lining thicknesses.)After the to swell, restoring it to intimate contact lining has become firm and adheres well to with the pipe wall and virtually closing any the surface, finish it with a wet 3" or 4" cracks present in the lining. This swelling •paint brush or similar soft bristle brush. process is relatively slow, taking up to 4. The repaired lining should be kept several weeks for the lining to be restored to moist by tying canvas,wet burlap, or other its maximum volume.This process has been wrap over the ends of the pipe or fitting for demonstrated on a number of occasions to at least 24 hours. As an alternative the the satisfaction of customers, contractors repaired lining may be seal coated with a and engineers by immersing a pipe or cut back type of asphaltic seal coating.This fitting in water for one or two weeks. must be sprayed or brushed on within five After a period of exposure to water, to 30 minutes after lining.To maintain NSF not only does the lining tighten against the certification, patch must be made using a pipe wall and the cracks close, but finally NSF certified cement for 4" pipe and larger, the surfaces of the cracks actually re-bond. or the patch must be topcoated with NSF This occurs by a process called autogenous certified asphalt paint. healing. This phenomenon, long recognized by the Recommended Cement Mix cement industry, has been documented by Cement mix by volume: 3 parts of laboratory tests to occur in cement-lined sand,2 parts cement. ductile pipe. In one test, a 48" ductile iron pipe with severely cracked cement lining Precautions was held half full of water for several 1.Mortar for lining should not be used months. At the end of that period, the after it has been mixed for more than one lining both above and below the water hour. surface was found to be tight, with all 2. Too rapid a loss of moisture from cracks either healed completely or sealed by fresh linings due to hot weather or high the formation of calcium carbonate. wind will prevent proper cure, resulting Field inspections of lines that have in the lining being soft and powdery. To been in service for many years have verified prevent this loss of moisture,(a)do not line the laboratory results; cement linings do hot castings and (b) close the ends of the tighten and heal in service and provide the castings with wet burlap. corrosion protection to the pipe and the 3.Fresh linings that become frozen will high flow coefficients for which they were not be serviceable.Avoid lining in freezing designed. weather. Field Repair of Damaged Cement Linings Cement lining will withstand normal handling;nevertheless, pipe or fittings may be found at times to have damaged linings which need to be repaired before placing in service. 11-2 SUBMITTAL REVIEW DI Pipe shall have Double Thickness Cement Lining. No Exceptions Taken All ductile iron pipe shall be centrifugally cast in 18 or 20 foot lengths and X Make Corrections Noted shall meet the requirements of AWWA C151. Amend 3 Resubmit All ductile pipe shall be minimum Standard Thickness Class 52. Rejected-See Remarks IMPORTANT NO fICE:This review does not relieve oontractor from his responsibility to comply&conform with the Plans,S lecification.and DUCTILE IRON PIPE Contract Documents. *100 y&Oebore.Iao. Cement Lining OONSUL75NG ENGINEERS ANSI/AWWA C104/A21.4 By: DRS Date:12/21/21 Thicknesses and Weights Table No. 11-1 Nominal Standard Thickness (Double Thicknes) Size Pipe Length in. ft. Minimum Weight Weight Minimum Weight Weight Thickness Per Foot Per Length Thickness Per Foot Per Nominal in. Id lb Ir. lb Length lb 4 18 '/. 87 17 1.71 31 8 20 'I 1.30 2g6 /s 2.57 51 13.45 69 8 ig f.h 5 j 4.8 86 I 12 20 7, 2.57 51 '/- J 5.12 102 t 49n 7 d ctn ar. 8.93 179 16 20 132 5.13 103 3/re 10.19 204 18 20 132 5.76 115 'Yid 11.47 229 20 20 3/42 6.40 128 'ire 12.73 255 24 20 3/32. 7.68 154 3/re 15.31 306 30 20 '/e 12.76 255 1/4 25,42 508 36 20 '/e 15.31 306 'J 30.51 610 42 20 '6 17.82 356 35.53 711 48 20 '/e 20.35 407 40.60 812 54 20 '4 22.89 458 45.68 914 60 20 78 24.71 494 49.32 986 64 20 'Ai 26.35 527 , 52.61 1052 weights are based an the minimum lining thicknesses far minimum pressor uassus ui'aside ductile wan pipe. Actual lengths and weights may differ from above. Linings may taper at the ends. AMERICAN recommends the use of standard thickness cement Bing per AWWA C104 for all normal installations. li... . "1i: u i r t 1 This 64"Ductile Iron Fastite Joint water transmission main was furnished with standard cement lining for continuing high flow performance. 11-3 WiaWashington State Department of Transportation Request for Approval of Material Contract Number FA Number NSA SR Duvall Ave NE Date CAG 20-065 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# 036A ( PE Use Bid Item Material cr Name and Location of Fabricator, Specification PE/CPL Hdgtr./QPL HQ Use No. Product/Tyoe Manufacturer or Pit Number Reference Code Code i B14 Valves Mueller Co. Cert. of Compliance 7-16 10 B14.01 Neoprene 712 3 B15.01 Gasket Cain Bolt and Gasket, Inc. B16.01 B17.05 B1tf.U5 7 , Project Engineer/Representative Date State Materials Engineer/Representative Date )--: .__ 12121/2021 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. Acceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material. Catalog Cut Approved ®Yes 0 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. c10. Approval Withheld: Cert. of Compliance for valves does not meet requirements of WSDOT 1-06.3 1 Miscellaneous Acceptance Criteria. Remarks (PE): 1 Remarks (HO): DOT Form 350-071 Project Engineer Distribution Revised 03/2021 ®Contractor 0 Region Operations Engineer 0 Fabrication Inspection 0 Region Materials 0 Slate Materials Lab-MS 47365 BID ITEM B14 SPEC REF 7-16 Mueller Co. Rellible Comtism CERTIFICATE OF COMPLIANCE Material and Production Test Certification Mueller 4-12" A2361 Resilient Wedge Gate Valves WE HEREBY CERTIFY that MUELLER CO. 4-12"A2361 Series RWGV's are manufactured and tested at the Mueller ISO 9001 registered facility in Chattanooga, TN, USA. Mueller certifies these valves are UL 262 Listed, FM 1120/1130 Approved, are certified to ANSI/NSF 61 &372 and meet the requirements of AWWA C515. Production testing is performed in accordance with these standards and meets the following specifications. APPROVALS/ PRODUCTION TESTING � AWW Y Y A UL FM*- , Hydro Hydro Size i Description Hociei iYu. I (psi) ; ) (PSI) Sedt Test i Si ieii ii eat t - (PSi) - .._(1354 • NRS-FL x MJ A1361-19 4-12" i NRS- MJ x MJ A2361-23 350 350 350 525/525 700 NRS- FL x FL A2361-06 * NOTE: FM only approves Open Left valves. Mueller certifies that the valve body, bonnet and wedge are manufactured in a Mueller foundry in Albertville, AL or Chattanooga, TN per Mueller QA procedures; each heat is tested and certified to be within the specific to s own i the chart below under a controlled program and in accordance with ASTM A536 Du Iron. Mfg. Cert.of Compliance shall list heat#s for valves Ductile Iron:ASTM A536 provided for this project. Provide test CHEiviiCAL C%iiv PUSi i iGiJ results and Element C Si Mn S Cu P ' Cr ri Pb M certification as part of Minimum 3.900 2.500 0.370 --- 0.140 I Cert. of Compliance. _ jMaximum 13.950 2.800 10.420 10.022 j 0,180 0.050 0,080 10.015 10.005 j --- SUBMITTAL SUBMITTAL REVIEW , , - - - - - ' " Nn l xcepnnns Taken I Please note, this Certificate of Compliance does not Make CorrectIuns Noted v X Amend 8 Resubmit meet the requirements of WSDOT 1-06.3, see below. _ Rejected-See Remarks Certificate shall list type(size), quantity, and show IMPORTANT NOTICE This review heat#s. Provide heat test results as supporting does not relieve contractor from his documentation for the Certificate. responsibility to comply&conform with the Plans.Specification,and A 1L Contract Documents Limy 8c Oalbovsw,Gr-. �ONS:A"NG<VG PiEE RS ' By--_ DRS -Date 12/21/21 Mueller certifies that manganese bronze stems are manufactured under a controlled program and are in accordance with ASTM B138. Manganese Bronze ASTM B138; Alloy C67600 (H04) Chemical Composition Mechanical Properties Element Cu Fe Pb Mn Sn Zn Tensile Yield Elongation Minimum 57.00 0.40 0.50 0.05 0.50 Remainder 76,000 52,000 10.00% Maximum 60.00 1.30 1.00 0.50 1.50 Remainder ---- Mueller certifies that valves wedges are encapsulated with SBR rubber manufactured under a controlled program and is in accordance with Mueller Rubber Specification R-88. SBR(Mueller Rubber Specification R-88);ASTM D2000 Specification_ Durometer I Tensile Elongation Compression Set Minimum 73 2,000 200% 0.00 Maximum 83 ---- ---- 18.00 Mueller certifies the coating supplied with these valves is Mueller® Pro-GardTM Epoxy Coating, an exceptional fusion bonded epoxy electrostatically applied to valve internal and external surfaces to protect against corrosion. This coating is Sienna red in color, non-toxic and suitable for use with drinking water components. Mueller valves with Pro- Gard are certified to NSF 61 &372 and meet or exceed AWWA C550 requirements. Valves have a standard coating of ten mils nominal thickness. Mueller certifies that components for A2361 RWGV's are manufactured in accordance with Mueller Co. QA procedures which include but are not limited to relevant dimensional, visual, and functional inspection and verification. Respectfully, - 1-06.3 Manufacturer's Certificate of Compliance Anton Nasledov • Product Manager- Water Products Division The Manufacturer's Certificate of Compliance must identify the manufacturer,the type Mueller Company and quantity of material being certified.the applicable Specifications being affirmed, 1401 Mueller Avenue, Chattanooga, TN 37406 and the signature of a responsible corporate official of the manufacturer and include PH 423 34 supporting mill tests or documents.A Manufacturer's Certificate of Compliance shall be anasledov@muellercompany.com asledov@muellercompany.com Website:www.muellercomoany.com furnished with each lot of material delivered to the Work and the lot so certified shall be clearly identified in the certificate. Gasket material for below gate valves: B14.01 -8"Valve B15.01 -12"Valve Commercialgrade neoprene rubbercr B17.051 -61""Valve -` P ( � 817.05 -6•'Valve 818.05 -6"Valve ) Moderate oil, acid, and abrasion resistance Temperature range: -20 deg f to +190 deg f Maximum pressure: 150 p.S.I. Tensile strength: 1000 p.S.l. Durometer: 55 to 65 shore a Elongation: 350% Neoprene is a good general-purpose gasketing sheet, as it will resist a wide variety of media. For additional information please contact the sales office. DISCLAIMER:PROPERTIES AND APPLICATION PARAMETERS SHOWN IN THIS MANUAL ARE PRESENTED IN GOOD FAITH BUT NO WARRANTY IS EXPRESSED OR IMPLIED. FAILURE TO PROPERLY USE GASKET MATERIAL COULD RESULT IN SERIOUS INJURY OR DEATH. SUBMITTAL REVIEW X No Exceptions Taken Make Corrections Noted Amend & Resubmit Rejected-See Remarks IMPORTANT NOTICE. This review does not relieve contractor from his responsibility to comply & conform with the Plans. Specification, and Contract Documents, Gray 8r Osborne, Iryc. C ONSULT NG ENGINEER$ By ORS Date 12/21/21 .tom Washington State ♦/' Department of Transportation Request for Approval of Material Contract Number FA Number NSA SR Duvall Ave NE Date CAG 20-065 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# 039A 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 5is Hydrant Mueller 7-16 8 B17 Storz Adpt Harrington 7-1G 39B&t See RA Ms B18 B17 Bolts Cain Bolt & Gasket 7-16 2 B17 SS Nuts Cain Bolt& Gasket SP 9-30.2(1) 10 Project Engineer/Representative Date State Materials Engineer/Representative Date 12/28/2021 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. 0 Acceptance Criteria: Mfg.Cert.of Compliance for'Acceptance prior to use of material. See Remarks 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. Oe Source Approved: "Make Corrections Noted" -See cut sheet for comments (resubmittal not required provided comments are addressed) 9. Approval Withheld: Submit samples for preliminary evaluation. 0 Approval Withheld: 316SS nuts per SP 9-30.2(1) 11. Miscellaneous Acceptance Criteria. Remarks (PE): Mfg. Cert. of Compliance shall meet requirements of WSDOT 1-06.3 Remarks (HO): DOT Form 350-071 Project Engineer Distribution Revised 03/2021 0 Contractor 0 Region Operations Engineer El Fabncation Inspection El Region Materials Ej State Materials Lab-MS 47365 , - A ID ITEM 817 SPEC REF 7-16 1 19 / OPERATIING UT CA FR10N E 8-584 C83600 11! ••_ A• STEEL FIFCIRO CI.LV j4`_ VALVELVE NUT SEAT RUBBER A,S.i 1�,; PASTS LIS` T DESCRIPTION ROOD MATERIAL ASTIR TEA DESCRIPTION REOS MAi - . -IIRON',A-1 CLASS B 1 2 WIPERRING _ ,.S BBER D 4090 EPDM _ 5T(R ,47". EEX 0-RING ; 2 STEEL 1-203 GRADE AB o N....0.4 ' 3 HOLD DOWN DOWN 0-RUN; RUBBER D-540 BUNA8 N �SAFETY STEM- COUPLING MISS S N p 301 1YI ;4? STEMANGEL2 RUBBER' 42000 BUNA N 4 HOI D DOWN NUT 1 BRONZE B-584 C83600 4: u' F • •. T T A.i01 1 IISL. i48 SAFETY FLANGE NUT� 8 STEEL qq��,, GRADES 5 BONNET 0-RING 1 RUBBER 0-2000 BUNA N 80TTCW UPPER BARREL 0-RUG U:I:7 D-2000 e N 49 ORNN RING HOUSING 0-RING I ' !RUBBER'D-260D BUNA N I 32' 6 ANTI-FRICTION WASHER CE CON GRADE M90-04 " SAFETY FIANCE �,,AkST IRON A-126 CLASS B PP 5I,FVE t COPPER!B 75'Al ICY 122 7 OIL FILLER PLUG BRASS 8-16 ALLOY 360 • COTTER PIN 4ARE$$1111 A-276 302 '5, UPPER STEM PIN ,Aye 2R8 A-2776 3C2 8 BONNET , CAST IRON 4-126 CLASS B • CLEVIS PIN 9A1100 STTEL(A 276 305 V7 H•EX BOLT 6 STEEL i J479 - OWf 2 9 HEX BOLT 8, STEEL 11479 AVE 2 I OWFR STEM CARBON STEEL A-576 GR I I44T 53 HEX NUT , 6 : STEEL 4563 AAW 9 . "t 10 TOP UPPER BARREL 0-RING 1 ROBBER n 2000 BUNA N I OWFR BARREL CAST IRON A If2y65 CI ASS B 54 SHOE I 1 EACTILE IRO A530 GRADE 65-45 12 16' ' 11 UPPER STEM 1 CARBON jIEEL A-576 GR i ia4i • STEM PIN 5'�Nt1SS 5016! A-176 302 -' I 12 STEM 0-RING 1 RUBBER 0-20W BUNA N DRAIN VALVE FACING NB NUBHAFl( LS 5660-00 I3 GASKET 1 55BBER.D_00 . RRAI v.' FACINS SCREW 3 4-276 • _ -_-- ----_ 14 5•STORZ PUMPER NOZZLE 1 MWG.5 8-584 C86300 ISO UPPER VAI VF PI ATE RRON7F 8 584 C89833 1 I " 1 5/8' �-STOR' 'AP CA6 F 1 $ L Lys :sTTAM • •-'IN R R 1)I,t,t • L GROUND LINE 16 PUMPER N0771E 0-RING RUBBER p_2000 BUNA N P DRAIN RING I BRONZE 8 584 C83600 "/G�.. r/,r_ O ��� A�� I 5••STORT PUMPER CAP ALUMINUM i• SEAT RING I ASTPRONTOO '9 146 -• SUBMITTAL REVIEW 18 HOSE NOZZLE ' RUBBER 8-00 EOPREN DRAIN RING HOUSING 1 RUBBER IRON' CLASSAT B 9 HOSE NOTE E CASKET 2 RUBBER�p 2C40 NEOPRENE at MAIN vALVE RLT IRON 2000 NATURAL BURY I' 6"MIN ! 20 HOSE NOZZLE 0-RING 2 I RUBBER 10-2000 BUNA N LOWER VALVE PLATE „AS IRON! A-126 CLASS B No Exceplgns taken LONGER Al 6"IN'ERVALS 21 HOSE NOZZLE CAP I 2 CAST IRON.A-126 CLASS B - I OCK WASHER ' AWLS S1Ul A-276 302 I Make Corrections Noted Amend 8 Resubmn I SEE CAT_ RECORD FOR RESPECTIVE PARTS OR SUB. ASS'YS _Relecled-see Remarks IMPORTANT NOTICE.This review does no!robeve contractor from his NOT SIZE AND STYLE OF OPERATING NUT, SHOE SIZE. ANC responsiRlM to comply 8 conform /"-f THREADING OF NOZZLES IT PER CUSTOMER SPECS C the Plans.Documents tbn,end Contract DO 1-1/4-PI:WAGON OPERATING NUT.THE TWO 2.1/ N!r NO CONNECTIONS SHALL BE NATIONAL STANDARD THREADS. FlN!®t CONPEL11ON CRT OF STATTLE TIEEADS WITH A STORE ADAPTOR(sae RAM 0390 A PO b adPt«). 11116 r G...,&co.bo.m L., APPROXIMATELY 17 1/4 TURNS TO OPEN mw.,.n....m. . / OP. NUT DIMENSIONS PER CUSTOMER SPECS. By. ORS DM.12721/21 i-7 I �` STANDARD 1-'/2 PENT. 7� 1 /'! a '!_/� /r OCPER SLEEVE CRIMPED IN PUCE A-/ ` -y--0— I y,' / <l M+ 4T1d' 2 0 %y ! 74- 44 iy i1 f //r. ry,, s c re !;1 — 0I ,4110,56 - yVe lT V' "'�� .g/ /p��i_���w.y........v..,.�•l , yr , o w' .. .. , .H�o���rS�. ,�,. 829 • OIL RESERVOIR-J(� ,, -.�� /'3� Cr IS �/6'NJ FLANGE—i 2 1. 41E4: ~suc� u.m c.ne ve B ©��. Nor-1��� 4 12"A4'1 &'S /a"g313 SUPER CENTURION "250" W TWO HOSE NOiZLFS1 , 4M' you 7 GI a & ONE PUMPER NOZZLE - 2SO P S 1 W P- 500 P S.I. TEST, i997 STYLE co=� , M.,,,,a o �� Tar rk�m,�,T„,.. „... KO ..raP.4. ND o©tn■M BID ITEM B17 SPEC REF 7-16 304SS NUT STAINLESS STEEL 316SS per SP 9-30.2(1) (TYPE 304) MECHANICAL PROPERTIES YIELD STRENGTH, PSI TENSILE MAGNETIC PERMEABILITY REDUCTION IN ELONGATION % HARDNESS STRENGTH,PSI AREA% ROCKWELL,MIN 55,000-75,000 100,000-125,000 2.0 MAX 40 30 8100 CHEMICAL PROPERTIES ELEMENT CHEMICAL COMPOSITION,%MAX (UNLESS MIN/MAX LIMITS GIVEN) CARBON 0.08 SUBMITTAL REVIEW MANGANESE 2.00 No Exceptions Taken Make Corrections Noted Amend&Resubmit PHOSPHORUS 0.045 X Rejected-See Remarks IMPORTANT NOTICE:This review SULFUR 0.030 does not relieve contractor from his responsibility to comply&conform SILICON 1.00 with the Plans, Specification, and Contract Documents. CHROMIUM 18.00-20.00 Gray 8r Osborne, Inc. CONSULTING ENGINEERS NICKEL 8.00-10.50 By: DRS Date:12/21/21 304SS NUTS ARE INTENDED FOR USE IN CORROSIVE ENVIRONMENTS.304SS NUTS ARE SUPPLIED IN A HEX PATTERN PER ASME B18.2.2 STANDARD FOR SQUARE AND HEX NUTS.THE BOLT NORMALLY USED WITH A 304SS NUT IS A 30455 HEX BOLT. NOTE:PROPERTIES AND APPLICATION PARAMETERS ARE TYPICAL AND ARE PRESENTED IN GOOD FAITH BUT NO WARRANTY IS EXPRESSED OR IMPLIED. N. SUBMITTAL REVIEW BID ITEM B17 SPEC REF 7-1: Provide Mfg. Cert. of Compliance X No Exceptions Taken per WSDOT 1-06.3 Make Corrections Noted Amend & Resubmit Rejected-See Remarks ASTM A 3 2 5 B a LT TYPE 3 IMPORTANT NOTICE: This review does not relieve contractor from his responsibility to comply&conform with the Plans, Specification, and Contract Documents. WEATHERING STEEL 40) MECHANICAL PROPERTIES Gray&Osborne, Inc. � rrie, DIAMETER PROOFLOAD TENSILE STRENGTH HARDNESS REQUIREMENTS CONSULTING ENGINEERS By. DRS Date: 12/�1 LB. MIN. LB. "-13 12,050 17,050 BRINELL ROCKWELL MIN MAX MIN MAX Yi TO 1" INCL %z TO 1" INCL 5/8"-11 19,200 27,100 LESS THAN 2D 253 319 25 34 %"-10 28,400 40,100 2D AND OVER ..... 319 34 7/8"-9 39,250 55,450 1"-8 51,500 72,700 1-1/8 TO 1-1/2" INCL 1-1/8 TO 1-1/2 INCL 1-1/8"-7 56,450 80,100 LESS THAN 3D 223 286 19 30 1-1/4"-7 71,700 101,700 3D AND OVER ........ 286 30 1-3/8"-6 85,450 121,300 1-1/2"-6 104,000 147,500 TYPE 3 STRUCTURAL FASTENERS ARE MADE OUT OF A SPECIAL CHEMISTRY CORROSION RESISTANT OR WEATHERING STEEL.THE STEEL HAS TO MEET THE CHEMISTRY REQUIREMENTS AS SPECIFIED IN ASTM A325 TYPE 3.TYPE 3 FASTENERS ARE USED PRIMARILY IN OUTDOOR STRUCTURES WHERE THE STEEL IS SUBJECT TO CORROSION.ASTM A 325 TYPE 3 BOLTS ARE MADE OUT OF AN ALLOY STEEL WITH COPPER,CHROME,AND NICKEL. AS THE SURFACE OF THE STEEL CORRODES OR RUSTS, INSTEAD OF FORMING A COARSE, FLAKY RUST,THE MATERIAL FORMS A FINE TEXTURED OXIDE COATING THAT TIGHTLY ADHERES TO THE BASE METAL.THIS OXIDE COATING SEALS THE SURFACE OF THE BASE METAL FROM FURTHER CORROSION.THE SURFACE APPEARS AS A UNIFORM, FINE GRAINED, DEEP BROWNISH RED RUST COLOR.THIS OXIDE COATING WORKS WELL IN MODERATE ENVIRONMENTS SUCH AS NORMAL OUTDOOR WEATHER, BUT IF EXPOSED TO MORE CONCENTRATED CORROSIVE CONDITIONS SUCH AS HEAVY INDUSTRIAL FUMES,THE OXIDE MAY NOT FORM SUFFICIENTLY TO PROTECT THE BASE METAL.ASTM A325 TYPE 3 BOLTS ARE SUPPLIED IN HEAVY HEX PATTERN PER ANSI B18.2.1. THE NUT NORMALLY USED WITH AN ASTM A325 TYPE 3 BOLT IS AN A563 GR DH3 NUT. r Washington State ♦/ Department of Transportation Request for Apfproval of Material Contract Number FA Number N/A SR Duvall Ave NE Date CAG 20-065 12/20/21 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# 039B & 064 PE Use Bid item Material or Name and Location of Fabricator, Specification PE/QPL Hdgtr./QPL ! HQ Use Nc. Product/Type Manufacturer or Pit Number Reference Code Code B1 7 Storz Adapter Harrington 3 & B18 Project Engineer/Representative t Date State Materials Engineer/Representative Date 12/21/2021 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. O3 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 ®Contractor El Region Operations Engineer El Fabrication Inspection El Region Matenats State Materais Lab-MS 47365 HARRINGTON HYDRANT STORZ CONNECTIONS BID ITEM B17 2 75"Ext. SPEC REF 7-16 HPHATM SPECIFICATION The Harrington Permanent Hydrant Adapter � ` • `� ` .`�� is threaded onto the male steamer port and is secured permanently onto the hydrant \\ • X `�\�\�. with(2)setscrews. For security, a Storz spanner wrench is required for cap removal i ` \\ Metal Face Gasket Face (high-torque cap removal). 4., Adam( A The Storz adapter shall have a hard anodized 6061-T6 aluminum metal face sealing surface,Storz ramps and lugs.The aluminum finish shall be hardcoat anodized to MIL-A-8625,Type 3,Class I,dark gray.The adapter is secured to the nozzle with II! (2)stainless steel setscrews, inserted 180'apart.The female adapter shall retain Seattle �� 4.5'waterway a flat gasket which seals the adapter onto the hydrants male steamer port. Female fly The Storz cap shall have hard anodized aluminum Storz ramps and lugs made of / • �! forged 6061-T6 aluminum.The center cap shall be forged 6061-T6 aluminum. t� /he Storz Cap shall be connected to the Storz adapter with a 0.125"vinyl coated stainless steel aircraft cable and(2)aluminum crimps.As a security consideration, ���.'i \ \ 7 71 0 D •`\N the HPHATM Storz cap requires a Storz spanner wrench for removal. However, t �X� •�\`�\ the Storz Hose Coupling will connect quickly and easily by hand. `%SUN iaN. The HPHATM is completely Made In USA ill Once installed,the HPHATM"extends only 2.75"from the hydrant nozzle. ------- Specify HARRINGTON STORZ "HPHA50-40-004/Cap" -250 psi working pressure - MADE IN USA DWG No.: HPHA50-40-004lCap Harrington, Inc. (SEATTLE - 4.875" O.D.M. x 6tpi) 0 2630 W. 21st St. Erie, PA 16506 i5" Storz Hydrant Adapter: 5 x 4" Seattle Female Ph. 800 553 0078 w/(2) setscrews, Storz Cap and SS Cable daveh@harrinc.com ,;> c. Date: 07/01/18 I DB: DTII l Harrington Hydrant Storz Not to scale I Sheet 1 of 1 I HPHA HARRINGTON HYDRANT STORZ CONNECTIONS BID ITEM B17 SPEC REF 7-16 1 HPHATM SPECIFICATION The Harrington Permanent Hydrant Adapter SUBMITTAL REVIEW is threaded onto the male steamer port and is secured permanently onto the hydrant with(2)setscrews.For security, a Storz spanner wrench is required for cap removal X No Exceptions Taken (high-torque cap removal). Make Corrections Noted The Storz adapter shall have a hard anodized 6061-T6 aluminum metal face sealing Amend & Resubmit surface,Storz ramps and lugs.The aluminum finish shall be hardcoat anodized to Rejected-See Remarks MIL-A-8625.Type 3,Class I,dark gray.The adapter is secured to the nozzle with (2)stainless steel setscrews, inserted 180°apart.The female adapter shall retain Seattle I IMPORTANT NOTICE: This review a flat gasket which seals the adapter onto the hydrant's male steamer port. Female 1 does not relieve contractor from his The Storz cap shall have hard anodized aluminum Storz ramps and lugs made of responsibility to comply 8L conform forged 6061-T6 aluminum.The center cap shall be forged 6061-T6 aluminum. with the Plans, Specification, and /he Storz Cap shall be connected to the Storz adapter with a 0.125"vinyl coated Contract Documents. stainless steel aircraft cable and(2)aluminum crimps.As a security consideration, \�' the HPHATM Storz cap requires a Storz spanner wrench for removal.However, N. the Storz Hose Coupling will connect quickly and easily by hand. Gray SL Osborrie, Inc. The HPHATM is completely Made In USA CONSULTING ENGINEERS Once installed,the HPHATM extends only 2.75"from the hydrant nozzle. By: DRS Date: 12/21/21 Specify HARRINGTON STORZ "HPHA50-40-004/Cap" -250 psi wi DWG No.: HPHA50-40-004lCap Harrington, Inc. (SEATTLE - 4.875" O.D.M. x 6tpi) 0 2630 W. 21st St. Erie, PA 16506 ' /5" Storz Hydrant Adapter: 5 x 4" Seattle Female Ph. 800 553 0078 1 ' i w/(2) setscrews, Storz Cap and SS Cable daveh@harrinc.com • Date:07/01/18 I DB: DTII I Harrington Hydrant Storz Not to scale I Sheet 1 of"1 I FIPHA WI' Washington State Department of Transportation Request for Approval of Material Contract Number FA Number NSA SR Duvall Ave NE Date CAG 20-065 01/06/2022 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# 071 PE Use Bid Item Material or Name and Location of Fabricator, Specification PE/QPL Hdgtr./QPL HQ Use No. Product/Type Manufacturer or Pit Number Reference Code Code B 1 7 7/8" Washed Icon Materials WSDOT Pit#A464 8 Pro' ngi ee •: to' > Date State Materials Engineer/Representative Date 1/8/2022 cc: : • • ction Codes for use by Project Engineer and State Materials Laboratory 1. Acce• ce 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 ❑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. OSource 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 0 Contractor ❑Region Operations Engineer ❑Fabrication Inspection ❑Region Materials ❑State Materials Lab-MS 47365 ICON Summary Report Sample Information Sample No 1163046209 10o- Product Id 2220 Product Name 7/8"Washed Aggregate 90_ Specification 9-03.12.4 Gravel Backfill for Drain 30: Date Sampled 01/05/2021 13:56 TO' Sampled By Randy Mattson rfl_ Sample Type Process Control Sample Method Surge Pile 30- 20- 10- 0 ' '1 ' ' ' ' sieveopenm91mm1 010(E8)-730 0301110 06121370 080 19 96 016+086:0.40 Cu.202 Ca 1.12 Gradation Results Quality Results Date Tested Tested By Randy Mattson Sieve %Passing Tolerances Test Result Unit Tolerances 1 1/2"(37.5mm) 100 FM 6.88 AASHTO T27/T11 1"(25mm) 99 99-100 Grad Loss 0.0 % 3/4"(19mm) 89 80-100 1/2"(12.5mm) 38 3/8"(9.5mm) 19 0-40 1/4"(6.3mm) 4 #4(4.75mm) 1 0-4 StonemontQC 01/05/2021 CRH Americas Materials(AMAT) Aggregate Source Approval Report. https://www.wsdot.wa.gov/biz/mats/ASA/ASAReport.cfm?prefix=A&pi... WSDOT MATERIALS LAB o1/06/2022 Aggregate Source Approval Report Owner:- La Pianta Limited Partnership Aggregate Source: PS-A-464 Lessee: Icon Materials,Inc. Known as: Auburn Pit • Located in: SW1/4 SW1/4 SEC 28 &29 Section.28,29,T21N R5E County: King Remarks: Mineral Agg.and Surfacing: Test Date: 10/17/2018 Expiration Date: 10/17/2023 Absorption:1.26 Apparent Sp.G.:2.744 Bulk Sp.G.(SSD):2.686 Bulk Sp.G.:2.652 Deg:57 LA:14 Remarks: Currently approved as a source of aggregate for: ATB Ballast BST Crushed Cover Stone BST Crushed Screenings Crushed Surfacing Base Course Crushed Surfacing Key Stone, Crushed Surfacing Top Course ' Gravel Backfill for Foundation Class A HMA Other Courses HMA Wearing Course Maintenance Rock, Permeable Ballast Acceptance tests need'to be performed as necessary. Aggregates for Concrete: Test Date: 10/24/2018 Expiration Date: 10/24/2023 ASR-14 Day: ASR-One Year.0.037 CCA Absorption:1.24 CCA Sp.G:2.68 Deg:72 FCA Absorption:2.18 FCA Organics:3 FCASp.G:2.624 LA:11 Remarks: Current 1 Year ASR(ASTM C1293) results: 0.037%:Results expire on 12/9/2025 Currently approved for: Coarse Concrete Aggregates Fine Concrete Aggregates Acceptance tests need to be performed as necessary Acceptance tests need to be performed as necessary Riprap,Quarry Spalls,Rock for Rock-Wall,Erosion and Scour Protection:. Test Date: Expiration Date: Absorption: Apparent Sp.G.: Bulk Sp.G.(SSD): Bulk Sp.G.: Deg: LA: Remarks: 1 of 2 1/6/2022,3:31 PM Aggregate Source Approval Report. https://www.wsdot.wa.gov/biz/mats/ASA/ASAReport.cfm?prefix=A&pi... NOT Approved for: Quarry Spalls Riprap Rock for Erosion and Scour Protection Rock for Rock Walls Stone 9-27.3(6) Streambed Aggregates: Test Date: 10/24/2018 Expiration Date: 10/24/2023 Absorption:1.24 Apparent Sp.G.:2.736 Bulk Sp.G.(SSD):2.68 Bulk Sp.G.:2.647 Deg:72 LA:11 Remarks: Currently Approved for: Stream bed Aggregate Gravel Borrow for Structural Earth Walls: Test Date: 10/24/2018 Expiration Date: 10/24/2023 Bulk Sp.G.(SSD):2.68 Deg:72 LA 11 Remarks: For geosynthetic reinforcement,the gravel borrow shall be tested for pH prior to placement.For metallic reinforcement,the gravel borrow shall be tested for pH,resistivity,chlorides,and sulfates prior to placement.If the resistivity of the backfill material equals or exceeds 5,000 ohm-cm,the specified chloride and sulfate limits may be waived.If the aggregate source has variable quality,additional testing maybe required.Contact the Regional Materials Engineer or the State Geotechnical Engineer for direction. Currently Approved for: Gravel Borrow for Str Earth Walls ALL OTHER PIT RUN MATERIALS: Project Engineer may request preliminary samples but Aggregate Source Approval is not required. AGGREGATE MATERIALS NOT REQUIRING ASA APPROVAL: Aggregate for Gravel Base 9-03.10 Gravel Backfill for Foundation Class B 9-03.12(1)B Gravel Backfill for Walls 9-03.12(2) Gravel Backfill for Pipe Zone Bedding 9-03.12(3) Gravel Backfill for Drains 9-03.12(4) Gravel Backfill for Drywells 9-03.12(5) Backfill for Sand Drains 9-03.13 Sand Drainage Blanket 9-03.13(1) Gravel Borrow 9-03.14(1) Select Borrow 9-03.14(2) Common Borrow 9-03.14(3) Native Material for Trench Backfill 9-03.15 Foundation Material Class A and B 9-03.17 Foundation Material Class C 9-03.18 Bank Run Gravel for Trench Backfill 9-03.19 Commercial Concrete Aggregate 6-02.3(2)B 2 of 2 1/6/2022,3:31 PM AI Ilk Washington State •) Department of Transportation Re uest for A royal of Material Contract Number FA Number N/A SR Duvall Ave NE Date CAG 20-065 01/05/2022 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# 069 PE Use Bid Item Material or Name and Location of Fabricator, Specification PEJQPL Hdgtr./QPL HQ Use No. Product/Type Manufacturer or Pit Number Reference Code Code BB187 Poly Visqueen 8 Pr ct Eng'E ee/Representative Date State Materials Engineer/Representative Date 1/10/2022 cept nce Action Codes for use by Project Engineer and State Materials Laboratory 1. ccept nce 'teria: 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 ❑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. OSource Approved: "Make Corrections Noted" -use 10 mil film 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 ❑X Contractor 0 Region Operations Engineer ❑Fabrication Inspection ❑Region Materiels ❑Stale Materials Lab-MS 47365 „ NORTHWEST LININGS & GEOTEXTILE PRODUCTS, Inc. ■ ■ "Helping000 to Protect the Environment.. 21000 77th Avenue South Kent,WA 98032 Nii (253)872-0244•(800)729-6954 FAX:(253)872-0245 www.northwestlinings.com VISQUEEN CONSTRUCTION POLYETHYLENE FILM PROPERTIES 4mil Emil 10mil PROPERTY (.004*) (006*) (010*) Tensile Strength Minimum PSI Lengthwise 1700 1700 1700 MD) Crosswise(TD) 1200 1200 1200 Elongation Minimum Percent Lengthwise 225 225 225 (MD) Crosswise(TD) 350 350 350 Water Vapor Transmission Rate .35 .23 .14 (Grams/100 In2/24 Hrs.) * These are typical values and are not to be construed as limiting specifications for polyethylene. SUBMITTAL REVIEW 8 mil required per Std Plan -310.1, No Exceptions Taken use 10 mil film X Make Corrections Noted Amend& Resubmit Rejected-See Remarks IMPORTANT NOTICE: This review does not relieve contractor from his responsibility to comply&conform with the Plans, Specification, and Contract Documents. galb Gray&O®borm ,Inc. CONSULTING ENGINEERS N:\Specifications\Visqueenspec(km) By: DRS Date 1/6/2022 i ' Washington State Vr ' Department of Transportation Request for Approval of Material Contract Number FA Number NIASRDuvall Ave NE Date CAG 20-065 8/31/21 Section I Title of Project Duvall Ave NE County King contractor Reed Trucking & Excavating, Inc. Subcontractor This form'shatl be completed prior to submittal.If this form is not compete at time of submittal it may For WSAOT the Only •be returned for Information that was omitted. RAM# :_,(39° PE Use Bid Item Material or Name and Location of Fabricator, Specification PEIQPL Hdgtr.PQPL HQ Use • No. Product/rue Manufactureror•PitNumber Reference Code- _ Cade Bin.Valve B BOX Olympic Foundry'Inc 7-16 2' B17 24 30 36in 'Olympic Foundry Inc 7-16 22y valve box C1 JO Ductile 817 Flanged Fittings Sigma 7-16 -10. .817 E lting ct MJ •Star Pipe Products 7-16 Z,• B17 Fire Hydrant Mueller 7-16 ',B... 817 Flange Drawings, Mueller 7=16 '0' B17 Flanged Star Pipe Products 7-16 :10'- Fillings • Flank Gasket American Ductile Iron Pipe B17 7-16 10` Project Engineer/Representative,�.—Th [late State Materials EnglneedRRepresentative Date �. ` ; 10/20121�2T' 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.Cart of Compliance for'Acceptance'prior to use of material. :SeesRemarlis; '3. Acceptance Criteria: Catalog Cuts for'Acceptance*prior to use of material.Catalog Cut Approved 0 Yea ❑No 4. Acceptance Criteria: Submit Ship Drawings for'Approval'prior to fabrication of material. 5. Acceptance Criteria:.Only'Approved for Shipment','WSDOT inspected'Cr'Fabrication Approved Decal'material shall be used. 8. Acceptance.Criteria: Submit Certificate of Materials Origin to Project Engineer Office. 7. Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action. e( Source Approved: _ Please,see-attached:submitta_l reviewi-for-more details: 9. Approval Withheld: Submit samples for preliminary evaluation. 'pproval Withheld: For;Flange,F_itting,Gaskets shall 1be neoprene,. Buna'N,=chlorinated:butyl, 11. Miscellaneous Acceptance Criteria . ' ' ; - 'or;cloth-insertedCrub tier°-par;S.P:-.9-30.2(1),' . (PE): • Mf. ,t-iirt;of;Compliance:shal(meets requirements.ofW DOT'1.06 3`an f;sstate;'- cornpliance,with`Speciao,Provisions;.9-30,3(4)7AWI4v 1.C544�t9e,i e,valve bozos:• Remarks = (HQ): DOT Form 350-071 Project Engineer Distribution Revised 0312021 ID Contractor Q Regon Operations Engineer El Fabrication rnspectian 0 Region Materials ❑State Materials lab-MS 47365 Washington State �/f Department of Transportation Request for Approval of Material Contract Number FA Number N!A SR Duvall Ave NE Date CAG 20-065 8/31/21 `Section I Title of Project Duvall Ave NE County King Centractor Reed Trucking & Excavating, Inc. Subcontractor This form shall be completed prior to submittal,If this form is not compete attime of submittal ft may For WSDOT Lila Only be returned for Information that was omitted. RAM# PE Use Bid Item Material or same and Location of Fabricator, Spedfrcalion PEIUPL Hdgtrl4PL HQ Use No. Productfiype Manufacturer or Pit Number Reference Code - Code B17 HPHA Harrington Inc. 7-16 10 617 iron Pipe American Ductile Iron Pipe 7-18 B17 MJ Fittings Sigma 7-16 B17 gliaiPtr FNu'r 'flan ge•.NutsdBolt ans. 7-16 1U:: SLIDE Ductile _ - . . R17 Iron Pipe Sigma 7-16 Z1 B17 5tergrip 3000 Star Pipe Products 746 ,- B17 Valve Box Cover Olympic Foundry Inc 7-16 Project Engineer/Representative r— Date State Materials Engineer/Representative a Date 1012072021" 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.Cart of Compliance for'Acceptance'prior to use of material. See Rema_rk* ' 3. Acceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material..Catalog Cut Approved•Q 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. r.0 ' CApprovel Withheld: . Please°s8e.attachadaubintttaY:review.for`more:detalls: 11: Miscellaneous Acceptance Criteria. Remarks (PE): mtg., •ofcompliaoce_ahaIt itieet:requicenient WSDOT T 1=06:3 Remarks (HO): DOT Form 350-071 Project Engineer Distribution Revised 03i2021 M Contractor ['Region Operations Engineer El Fabrication Inspection ❑Region Mat©rlors El Stat©Materials lab-MS 47365 r PIPE PRODUCTS/ STAR' Joint Re� raint Submittal Form BID ITEMS B06. BUT. B08, B11, F' B12, B15. B16. B17. B18, B21 is Stargrip series mechanical Joint Wedge Action Restraint for Ductile Iron Pipe SUBMITTAL INFORMATIQN PROJ1•:CTNAME: 1 DUVALL AVENUE NE . „ l:.ti'G! L'Lfi!: l PARAMETRIX------�-�-__�-��____._.__.__._.,, , ., Cilli)Em I I I 1 L CONTRACTOR: !REED TRUCKING & EXCAVATING .. P.......,, " 4 SPEC. SECTION: i Oft) $br¢.o seven,31k10 vs,Duchlq Ron Ape A APPROVED IA, AW WA FEATURES& ADVANTAGES • The Wedge Assembly is designed with o Break-Off Torque Control Nut that wil only break off in one direction,ensuring proper installation, • The Stargrip°offers a full 5"deflection through 12"size,3°on 14"-24',2°on 30"-36"and I°on 47'-48". • Minimum safety factor of 2:1 124 • Stargrip°sizes 3"-36"are listed with Underwriters Laboratories Inc.and sizes 3"-17'are approved by Factory Mutual Research. • The Wedge Assembly is designed to fit specific pipe sizes and is field repairable. • No special tools are required for installation of the Stargrip°, • Stargrip°eliminates fie rods and thrust blocks. • Stargri• I may also be used on minimum SCH 40 steel pipe'up to 17'I•transitlon gasket required on 12"and under;.For 14" and larger steel applications,contact Star Pipe. MATERIAL SPECIFICATIONS: 11411111 • Gland:Duc-ile iron per ASTM A536,Grade 65.45.12 11111111111 • Wedges:Ductile Iron per ASTM A536.Grade 65-45-12 heat treated to o minimum of 370 BHN • Wedge Finish: Thermally cured fluoropotymer epoxy coating GLAND FINISH OPTIONS (Please check one): HARDWARE OPTIONS(Please check one): r1:1111114 f Standard:alcyd enamel coating Strandrard:T-bai'�are t,igh atrength low ahoy steel EjL� �+ / manuf ct re n accordance with ANSI/AWWA Optional:Starbond TGIC polyester powder coating applied by an electrostatic spray process ElOptional:T-bolts and nuts alloy SS 304 per ASTM F593 © Optional:Other(specify) Optional:T-bolts and nuts alloy SS 316 per ASTM F593 Optional:T-bolts and nuts Fluoropolymer Star-blue COUNTRY OF ORIGIN OPTION(Please check one): C coated high strength low aloy steel manufactured in accordance with ANSI/AWWA Cl 1 1/A21.1 1-00 17 Import CIIIIIIIII 1 1 Domestic-AIS Complier, Clip ?E'L21,Or, ,,. A *REGISTERED MACEMAR4 OF S1AR PWE PRODUCTS '♦re PPf PRODUCTS iml VQ'�GQAroUAlrlro:l ^11A: l-S5a-90)Q 7U1/Fl.wlr �. upPaPodu:'s.cam Page 1 • •i ( / STAR'PIPE PRODLTCTS Joint Restraint Submittal Form 1, . Sta rg ri p'serles 3000 Mechanical Joint Wedge Action Restraint for Ductile Iron Pipe TECHNICAL INFORMATION .- (~it fail poi 00251 ,„,, .-- , CODr___ . 0, ars .;'*7'♦ \ I / �' ..�� it, ......, clam! ..., ia ;__: - 11 P..........„ 0'2- ...t.,,, , , , I \ \s/..- 0.....) 1 ;76S*\ ' „. de4tip; ‘4? 1,1 OP& 111.11: STARGRIP"3000 SPECIFICATIONS' T . ill 0 NOM. PRESSURE , F W,'NUTS NO.OF NO.OF APPROX Please A b C ID F TWISTED G WT. SIZE RATING3 WEDGES T-801TS c•hec4 sizes: (r511 OFF (L65� C .. 6 •1 350 5.92 2.40 4.90 7.50 7/P? 1 .'.1,, ;.r,;7 >.1;' . 4 8 Cf. 3.:10 9.7) , . J6 1I 72 1 1 21.114 C 8 350 10.17 2.51 9.15 11.75 7/8 1525 13.84 13.37 4 6 17 1'J 3,50 12.22 ..' '',,1 1120 I :Ii 'r'5 I,25 1.5 88 5 62 6 5 24 41110011 C 12 350 14.32 2.51 13.30 16.25 7/8 19.50 17.98 17.88 8 8 34 14 350 1. .40 2. , 15.44 1?.?5 ' 2'.25 20.1 20.9C 1% 13 49 16 C 18 350 18.50 2.91 17,54 21.00 7/8 23,34 22.22 23,00 12 12 56 250 20.60 2.91 19.64 23.25 7, 1 SUBMITTAL REVIEW 59 0114 20 250 22.70 2.67 21.74 25,50 71 75 X No Exceptions Taken n _4 ? 2h.;t :1:7 2�.;a 3f'r� /r __ 139 Make Corrections Noted E 30 250 33.29 3.49 32.17 36.88 1-1 Amend &Resubmit 199 - ( Rejected-See Remarks ..JJ '.6 5,-,, s9 S 4� 38.4' d3J5 1 23. n IMPORTANT NOTICE: This review I I 42 250 45.79 5.15 44.75 50.62 1-3 does not relieve contractor from his 400 C48 250 52.1iv 5. 5 SI.05 57.32 1-3 responsibility to comply$conform 458 '.�fl JIme'nstrurY In lnclks c.scr�N Nhcrc tmltc Mel with the Plans. Specification, and Notes: Contract Documents. • Star}�rips`mist l'c'adequately wrapped or f mtec red If thrr art'covered bs on tier. Elio • For applications exceeding the maximum pressure ratings listed,please comae �rurgrilt�J. 11514 • For applications with vertical offsets please wow,SWPil>+ PtrKhu miners re, Gray'Sr Osborne, Inc. CONSULTING ENGINEERS • For applications on crating pipe,the pipe needs to be s•trocftu ulh•sound and for in COorder for the wedges to function p operh: Please contact Star Pipe Products} By: D4 S Date'10/19121 • Si:es4;"dtOft"requireextralong l."xaipl"Tbrslts. REV 21.01 11 Rf tERED 1RAaEW ARlc Of 51AR PPF PR'J31.,•Cri w 51•.R•PPE PPRf CEA714 Provide Mfg. Cert. of Compliance. (//�^�►\ nau31C••,CORPOIM 114LL Mil 1 999-100RIMA 2131-33& 0 www.flopeprod.cF..cam pl TWRIs. I.s Paget ...� 60 lLi Y.1 Qualified Product List hops:/ww v.wsdot.wa.gov.!bizlmats'QPLIQPLPrint,cfm?Product_no=20... Engineer's addition (product review supporting documentation) Washington State October 19,2021 Qualified Product List Contractor Product Information Contractor: Contract No: Sub Contractor: Date: Bid Item: Manufacturer: Star Pipe Products - Houston, TX Product Name: Stargrip Series 3000 Standard Spec : 9-30.2(6), Pipe - Water Distribution - Restrained Joints (to 16-inches) Product Description : Ductile iron pipe: Mechanical joint restraint; 3 to 16 inch Product Restriction : Acceptance Code : 3102 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. If the Contract contains a Buy America clause, the PEO is responsible for acquiring a Certificate of Material Origin from the Contractor. Note 'Restrictions' when present. Last Updated : Sep 13, 2010 To be completed by the field inspector: Quantity: Verified By: Date: I of 1 1Or19/2021, 11:54 AM ., •, BID ITEMS B14, B15, 816, B17, B18 8 3,14*DIA. / - - 5 DEGREE I _ ,, . 4 1! I m (WATER , ,\\\„ \ ,, . . ._ ,,,.\ 7q r/ . .., ,//,„,,,,, , _ ,..,... , iop,...., t. -- 15/1Er El... . SUBMITTAL REVIEW < .- ,,", X No Exceptions Taken Make Corrections Noted (/ --, Amend& Resubmit Rejected-See Remarks 1 i IMPORTANT NOTICE:This review \ does not relieve contractor from his \.:\"•,,,s,. -' s/• ) responsibility to comply&conform ---,.... 1_,-------\/ with the Plans. Specification, and Contract Documents• isorrow vew -,-- ;•is , •. • C.34,11.7 Sr Osharrke, hie. CONSULTING ENGINEERS R y ABZ Date: 9124/2021 Please ensure that the "ears" on the cover are — _____ installed in the direction of the water main. NOTES: Also availabie with 2'skirt OLYMPIC FOUNDRY INC. VALVE BOX COVER MATL:Cast iron ASTM A48,CL3D RATING: H-20 PART NO, 940 APPROX WY:9 Lbs REV:A DATE:721,2003 Nevi border REV DOCUMENT APPROVED OWN CL DATE:7721/2003 TLILERAN[1" REV: DATE: A BY DATE ClikIJ CL DATE.721)2 0.0. 003 DWG 4:940 SHALLOW LID SCALE:NA SHEE I:1 OF 1 ) ••Ulll <,2 DEC. r- BID ITEMS B14, B15, B16, B17, B18 t \\\:::".--..s.'N------ j 8 I/4 DIA- 6 7 f8" DIA. 6 3/4" t 1/6" 1 1116" p 1 ', 3:7f' SUBMITTAL REVIEW i —r X No Exceptions Taken Make Corrections Noted a. Amend& Resubmit Rejected-See Remarks , 0.4 IMPORTANT NOTICE This review does not relieve contractor from his responsibility to comply&conform with the Plans, Specification, and 9 e'..` Contract Documents. ''`""I 5 ?/B" G1A 1 ** 9" DIA. Grre7&ObO 1141C� Q CONSULTING ENGINEERS By: ABZ Date: 9124,2031 NOTES: OLYMPIC FOUNDRY INC. 8"VALVE BOX TOP MAR:Cast Iron ASTM A48.CL30 RATING: H-20 PART NO.940 APPROX WT. 14 Lbs REV:A DATE:11164003 New border 14.t•i DOCUMENT APPROVED OWN:CL DATE:7/162003 1DL '1 REV: DATE: BY DATE CNO:K CL DATE:1I16/2003 mo DWG 8:940 8 Top SCALE:N/A SHEE,:,OF, <4.2 DEG IBID ITEMS 614, B15, B16, B17, B18 7 6 5/I'OU. 5 I/5-OIR I I G ' g g rr 24' N-IAL54 AVAILABLE it]6'*ND]d� SUBMITTAL REVIEW , ,r X No Exceptions Taken 0 ., Make Corrections Noted f ''�\ Amend & Resubmit /. r -"* Rejected-See Remarks Ft IMPORTANT NOTICE This review +/Ir •��,a it does not relieve contractor from his I j responsibility to comply&conform with the Plans, Specification, and 'I''"DIA Contract Documents r DNA, a 3/4'OK ilIS 1 G,. 7&0016onne,Inc. CONSULTING ENGINEERS By: ABZ Date: 9/24/2021 NOTES: OLYMPIC FOUNDRY INC. 24',30"36"VALVE BOX BASE MATL Cast Iron ASTM A48.CL30 RATING: 11-20 PART NO.940 APPROx WT.35 Lba REV:A DATE:7116#2003 New border REV u¢R wry A DOCUMENT APPROVED DIM:CL DATE:7/1t'2003 REV: DATE: HY DATE voi A-,a, CHILD:CL DATE:7I16.2003 RI a:940 24 BOTTOM :;i..,....: NA SHEET:1 OF 1 <,2DED BID ITEMS„.45.3".. B06, B07, B08, B11, B12, B17, Fill wee vy E SIGMA TM Quality - Service-Commitment- Delivered. C110 DUCTILE IRON FLANGED FITTINGS . •• ( (( / 40: ti EC • o•20141 C110 DUCTILE IRON FLANGED FITTINGS BASIC SPECIFICATIONS SIZES: • 2"-64" MATERIAL: Ductile Iron A5TM AS36 Grade 60-42-10,65-45-12 or 70-S0-05. PRESSURE: • 250 PSI Water Working Pressure for Ductile Iron sizes 2"-48". • 150 PSI Water Working Pressure for Ductile Iron sizes 54"-64". TESnNG: • 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: V• 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. Gaskets shall be neoprene, Buna N, • Red Primer Outside. chlorinated butyl, or cloth-inserted • For special condition pes of • . en ordering. rubber per S.P. 9-30.2(1) • • GASKETS: • 441:p ccordance with ANSI/AWWA C111/A21 11&ANSI/AWWA C111/A21 11 • Also available in EPDM,N6R and Cl APPROVALS: • 2"-16"Underwriters Laboratories listed and Factory Mutual Approved. STANDARDS: • Certified Lu NSF61 Standard including Aline);G. • ANSI/AWWA C110/A21.10 Where applicable. • Other items are in accordance with manufacturer's standards. • 54"and above Flanged Fittings are manufactured dS per AWWA C153/A21.53. INSTALLATION: • Per ANSI/AWWA C600 and C111 using DIP conforming to C150/C1S1 and PVC pipe conforming to C900/ C905, SIGMA Corporation 700 Goldman Drive 800 99g 2550 p MAN sigrnaco Com Cream Ridge NJ CB514 509 758 1163 f rrm-sales(5:IsigmaCo corn I SIGMA. Quality - Service - Cummiunent - Delivered. T -BC 7, 1;7 . .. .. (7.), , CID . . rr 0.. . 0 .. ., . . Size OD BC T Hole DIa. Bolt Size No.Bolts 2 6 00 4.75 0.62 0.75 5/8 x 2 112 4 3 7.50 6.00 0.75 0.75 5/8 x 2 1r2 4 4 9.00 7.50 0.94 0.75 5/8 x 3 8 5 10.00 8.50 0.94 0.88 314 x 3 8 - - 6 11.00 9.50 1.00 0.88 314 x 3 1/2 8 -- , 8 13.50 11.75 1.12 0.88 314 x 3 1/2 8 10 16.00 14.25 1.19 1.00 7/8 x 4 12 12 19.00 17.00 1.25 1.00 7/8 x 4 12 14 21.00 18.75 1.38 1.12 1 x 4 1/2 12 16 23,50 21.25 1,44 1.12 1 x 4 1/2 16 18 25.00 22.75 1.56 1.25 1 1/8 x 5 16 20 27.50 25.00 1.89 1.25 1 1/8 x 5 20 24 32.00 29 50 1.88 1,37 1 1/4 x 5 12 20 30 38,75 36.00 2,12 1.37 1 1/4 x 6 1/2 _ 28 36 46.00 42.75 2.38 32 42 53.00 49.50 2.62 ' SUBMITTAL REVIEW 36 48 59.50 56 00 2 75 44 54 66.25 62.75 3.00 _ No Exceptions Taken 44 60 73.00 69.25 3.12 Make Corrections Noted 52 54' 60.UU MAXI j.36 • X Amend & Resubmit 52 _ Rejected-See Remarks IMPORTANT NOTICE: This review *Contact SIGMA for available fittings. does not relieve contractor from his responsibility to comply&conform with the Plans. Specification, and Contract Documents, :SO Gray 8c Osborne, Inc. Gaskets per S.P. 9-30.2(1). Include Mfg. Cert. of Compliance. By: ABZIDRS Date: Waal Note,Cast Iron Wings available upon request weights in Patinas,Less Accessories/unensions in incnee PPROVED September 20-15 SIGMA Corporation www.siwnaco.com I 3 AWeb., Back to Contents ST Braanuczs B ITEM i-3'B06, Compact MJ Fittings e07, eas, B11, 812, ANSI/AWWA C153/A21.53 B17, 3- - 48" DUCTILE IRON MECHANICAL JOINT COMPACT FITTINGS GENERAL SPECIFICATIONS MATERIAL DUCTILE IRON PERASTMA536 PRESSURE: i 350 PSI RATING FOR 3"-24"SIZES AND 250 PSI RATING FOR 30'-48" TESTING: J IN ACCORDANCE WITH ANSIIAW WAC 153/A21.53 AND UL REQUIREMENTS LAYING LENGTH: IN ACCORDANCE WITH ANSUAW WA C 153/A2l.53.FITTINGS NOT LISTED IN ANSUAWWA HAVE DIMENSIONS PER STAR DESIGN AS NOTED IN CATALOG WEIGHS: DO NOT INCLUDE ACCESSORIES,CEMENT LINING AND COATINGS FLANGES: FLANGED ENDS ON FITTINGS MATCH ANSL'AW WA C 115/A21.15 AND ANSI B 16.1 CLASS 125 FLANGES CENIENT LINING: J IN ACCORDANCE WITH ANSIIAWWA C I04/A21.4 COATING: ASPHALTIC SEAL COAT INSIDE AND OUT IN ACCORDANCE WITH ANSUAW WA C1041A21.4 GASKETS: SBR IN ACCORDANCE WITH ANSI/AWWAC 111/A21.11(SEE PAGE 9) T BOLTS✓NUTS: LOW ALLOY STEEL IN ACCORDANCE WITH ANSUAWWA CIII/A21.11(SEE PAGE 9) APPROVALS: 4"-12"UNDERWRITERS LABORATORIES LISTED.UL/NSF61 JIAWINA Include Mfg. Cert. of Compliance. member " +1 h-- - IIL r 41DKT I' i t'`s' '• To% ; i .-_ -i 111n r.,a'•f3.iI uF To••4e•. ono, - i SUBMITTAL REVIEW _ X No Exceptions Taken Mechanical-joint dimensions-in. ---- Bolts SIZE A Dia. B C Dia. D Dia. F Dia. J Dia. K1 Dia. K2 Make Corrections Noted Size No 1 3 3.96 2.50 4.84 4.94 4.06 6.19 7.62 7 Amend&Resubmit i8x3 4 4 4.80 2.50 5.92 6.02 4.90 7.50 9.06 9 - Rejected See Remarks x3 1 t2 4 6 6.90 2.50 8.02 8.12 7.00 9.50 11.06 11 IMPORTANT NOTICE: This review x3 1/2 6 8 9.05 2.50 10.17 1027 9.15 11.75 13.31 11 does not relieve contractor from his x3 1/2 6 10 11.10 2.50 1222 12.34 11.20 14.00 15.62 1 responsibility to comply&conform /4x4 8 > 12 13.20 2.50 14.32 14.44 13.30 16.25 17.88 17 with the Plans. Specification. and 14x4 8 14 15.30 3.50 16.40 16.54 15.44 18.75 20.25 2( Contract Documents. x4 12 10 16 17.40 3.50 18.50 18.64 17.54 21.00 22.50 22 x4 1/2 12 18 19.50 3.50 20.60 20.74 19.64 23.25 24.75 24 1100 x4 1/2 12 20 21.60 3.50 22.70 22.84 21.74 25.50 27.00 21 dray 8r 0eborne, Inc. x4 12 14 24 25.80 3.50 26.90 27.04 25.94 30.00 31.50 31 CONSULTING ENGINEERS /4x5 16 30 32.00 4.00 33.29 33.46 32.17 36.88 39.12 39 ABZIDRS 11U281211 1,6 20 36 38.30 4.00 39.59 39.76 38.47 43.75 46.00 4E By: Date: 1 x6 24 42 44.50 4.00 45.79 45.96 44.67 50.62 53.12 5,3,.11 1.45 1.UU T.15 ZIP 1 .iis 11,4,61/2 28 48 50.80 4.00 52.09 5226 50.97 57.50 60.00 60.00 1.45 2.00 1.35 20° 13B 11/4x61/2 32 Tel:(800)999-3009.(281)558-3000, Fat: (281)558-9000 Page I Qualified Product List https:`www.wsdot.wa.gov!bizlmata'QPL.QPLPrint.cfn ?Product_no=20,.. �YY Engineer's addition Washington State (product review supporting documentation) October 19.2021 Qualified Product List Contractor Product Information . . ................. Contractor: Contract No: Sub Contractor: Date: Bid Item: Manufacturer: Star Pipe Products - Houston, TX Product Name: Ductile Iron Pipe Fittings - Compact Mechanical Joint Standard Spec : 9-30.2(1), Pipe - Water Distribution - Ductile Iron - Fittings (to 16-inches) Product Description : Ductile iron pipe: Compact mechanical joint fittings; 3 to 16 inch Product Restriction : Acceptance Code : 3102 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. if the Contract contains a Buy America clause, the PEO is responsible for acquiring a Certificate of Material Origin from the Contractor. Note 'Restrictions' when present. Last Updated : Sep 13, 2010 To be completed by the field inspector: Quantity: Verified By: Date: I of l 10+'19r2021, 12:37 PM BID ITEM 617, 618 A423 MJ HYDRANT e Mueller Co. MUELLER1 SUPER CENTURION`' FIRE HYDRANT Rev 6-15 Snarled area inflames changes Super Centurion 250"catalog numbers -UL 246,FM 1510 ANSUAWWA C502 250 psi rated A4?2 4.1 f?""Train+valve nj runr3 4.way.(2hnao nn'7b I 1 pdcmrtwr nnzrlw) 1 >A423 5-114"main valve opening 3-way(2 hose nozzle 1 1 pumper nozzle) = A454 5-1/4"main valve opening 3-way(3 hose nozzle)" - ->a A455 5-114"main valve opening 4-way(4 hose nozzle) . A458 5-114"'main valve opening 4-way(3 hose nozzle 1 1 pumper nozzle i" +f _ '�11 A459 5-1/4"main valve opening4-way(2 hose nozzle 12pumper �`_ rf:., ',. 'Hose Gate Valves required on FM Approved Models '"A459 is UL Listed and ANSIIAWWA C502 V 'r i , Super Centurion 350"catalog number -UL 246,FM 1510 ANSUAWWA C502 350 psi rated A423 5-1;4'ma In valve opening 3-way(2 hose nozzle!1 pumper nozzle) i I A421 4-1/2"main valve opening 3-wey(2 hose nozzle/1 pumper nozzle) to Super Centurion 200`catalog numbers -UL 246,FM 1510 ANSUAWWA C502 200 psi rated A-433 4-112"main valve opening 2-way(2 hose nozzle) A-435 5-114"main valve opening 2-way(2 hose nozzle) -ANSI/AWWA C502 200 psi rated A-420 4-1/2"main valve opening 2-way(2 hose nozzle) A4244-112"main valve opening 1-way(1 pumper nozzle) A-422 5-1/4"main valve opening 2-way'2 hose nozzlei A-425 5-1/4"main valve opening 2-way(2 pumper nozzie'r at A-423 5-1/4"main valve opening 3-way;;l hose nozzle 12 pumper nozzle) .rkmanshrp SUBMITTAL REVIEW C502 Standard ° No Exceptions Taken Noir • X. Make Corrections Noted item coupling Amend&Resubmit pressure for positive seal.it is made of rubber Rejected-See Remarks spare for long service shapes and sizes-ope left r right IMPORTANT NOTICE:This review es does not relieve contractor from his lus full flow openings for low friction loss responsibility to comply&conform with the Plans, Specification.and I barrel drainage Contract Documents. � ......... ---.-.,- ...... - . . . . 31 Please ensure that the hydrant assembly conforms to City of Renton 01standard plan 310.1 including two 2-1/2" hose connections (NST), 4" ('may SrOsborne,loc. .pumper connection (City of Seattle threads w/Storz adapter), and 1-1/4" CONSULTING ENGINEERS _pentagon operating nut. Standard plan 310.1 also includes additional de- By: ABZ Date:9124/2021 tails such as painting and spacing requirements. is � swnaaro Ind 0.150 l 1 a f S � Front view detail Mechanical lai l i 1; '�1..::�r .—'I'�`-�ni joint(Standard only) /k ilitz • 4 Flange ` a�� ar _ r, * ASME 816.1 Class 125 F u„ PN tar18 0r�ling ce„ Flange �� i - ASME B16.1 Class 125 ! .. _ T ti,rt limpt 4 PN 1are DnMing 1,, ) ,,,,,o or skin milinAlevrliC 4. nn.w+rwa Slip-on SEE PAGE 9.28 FOR ORDERING INSTRUCTIONS WIR lir- - . - 0 IIIIII :i14,...1".t I nrill IND,.I OW I-0 _IL i la i I 1 . 1 1 40,04.• i ..,-iltt 1... 4.11 111,..It OW IMO 7 Oil 171.11111 IIIII. Mil ow:at rommumnromeemo U U 1 Ravi*SW lilt • 31,1 171.11111 inn FIN WOW a Cl I 0-11.11 1 1111(R 11111.0.. •.. .. 7 6-111111 I MAKI BZIO. IIIIIIIIIMUIIIIIIMIII f =MN MEM MI= ......... ..., 111111M11101111M1 I MI-filed lel Wan I KY 91 egill'irit24'71k • n ilff 1 ...., .„, ..... . • .:, !..! ( 4alii) i kV I LE 11•1 AIIII . „i„ 111 amp sta ilf 1*ONO 1.-.04 Yari.14. i F' i•i 1 I t IIK .4 A TENN INANNO11 1, ir ' H — Isilt INN t10x1 at mg 1.3N 111 ill II! 111 : h a I III i Iiii .: ' P iT *MIER (=NJ tiecomiort 11 .AIM RAP I • • 4 i i , i .....1 41f L I, II NOT-LI EISI IN RV-LIP-01 MN N NOT-RAMIE s NJ EIS i MULE MX /MAIM(IBM 1.$11 MI 1531 hr._ ......i \ / 1\ Ill I i t a ti MOT-RANI•kW*Pt [ACM!11.41 .5)1 n NMI till 11.141111 / ' 11 i I\ I I i ,.... — Ahyry solli.* - ,'lihailio. „. , I . LAMM - , . lisriniss." ___ • LANGE ENDS -. ._ -11 "".- ( F 17. ----- -- — k " I' i tiliti '- " i) WrP.IirSAVit 3 cltft.34". *IYIIr FLANGE X NEEN JOINT (mos i o MECHANICAL JOINT ENDS ,.4 : (19 ,„:11IL -is • 11',...;%• o --sr' ,) 11... fil,. . iii ! I o di ,--: , ' ,,,,,:z..„,...... -, svr -- ,6,----P,A ,,- ,1 II I — , c., 1 ,) a,......„...., 0 ..., ...., ... 11 A 0 ..., N ---GI t: '.1).. zY'I, / ' . ...'"4:. Prva .1111MINI=11111, \.t.,:.',....' G 0. Pr / i A i •/ ',",??3 A mi $' ,", Elm SUBMITTAL REVIEW 11 1 CM In!I 1111111 -IFYIST:071j; ,, ,,... 1 No Exceptions Taken t..1_ 111.11.7 1,.. X Make Corrections Noted ,..2.1 pill - - Amend& Resubmit , /// --. ] ,`,,Lurve i*Vr • A da--1 L.—I Rejected-See Remarks / SLIP-ON ENDS OA FLANGE X SLIP-ON ENDS i IMPORTANT NOTICE: This review q fi does not relieve contractor from his impi •Ern Nib Mi.ilia g .41. responsibility to comply&conform , , pi ii T ii r go it , im a a .1. I with the Plans, Specification, and i - . I I , 4 I II I.*4 0 I 1 AMIE n:111 - .. . *0 4 ,1.10 IBM 4 * illirPrill Contract Documents Ill •' 4.« ::".: g;g1:::: It4 :::: :«:g g:g : hg i •11 "4 -mt-71t.441M 'ssfr .4 i.t I n.0 1.ii I.* ILIII I-II.* *Xi II.1) ILTI MI IAA ICU I TM 411.30 IC* *.I lowl* grogramos r. 0;..., AppRo .1'MD ''' (lay&;ChShatirsiet, GIG. iii till III-MI NMI UNA IIAI Ali I I I Ulf CONSULTING ENGINEER It 446 ..,......, ..".-. ,. ...' ..... ,.. ..r."...,....,.,..,...,,..,...-.-.. .•,^.. ...'.....-eina- Mill III TIIT-VIITFOT I* RECirmwr5 itil Tim(011/1T10111.TI PP Please ensure that valves conform to all the requirements By: ADZ Date: 9/24/2021 of S.P. 9-30.3, including being stamped with "NSF APPROVED"and satisfying AWWA C509 and C515. Engineers Addition MUELLER (I 2-12 INCH A-2362 RWGV FLXFL .14, • • y .f+ ti 1 � Catalog number:A-2362-6 SPECIFICATIONS: • Flanged ends • Sizes-2".2-1/2",3",4",6"8"10",12" • Meets or exceeds all applicable require'wiry i6ofANSI/AWWAC509 and C515,U1262 Listed,FM 1120/1130 Approved,and certified to ANSI/NSF 61 and 372t • Flanged end drilling complies with ASME/ANSI 616.1 dass 125 and B16.42 Bass 150 • Iron body with nominal 10 mils Pro-Guarcfe Fusion Bonded Epoxy Coated interior and exterior surfaces • Epoxy coating meets or exceeds all applicable requirements of ANSI/PA/WA C550 Standard. • Iron wedge,symmetrical&fully encapsulated with molded rubber,no exposed iron • Non-rising stem(NRS) • Triple 0-ring seal stuffing box(2 above the thrust collar and 1 below) • 2"square wrench nut-open left or open right •350 prig(1725 kPa/17 barg)maximum working pressure,700 psig(3450 kPai35 bars)static test pressure • UL Listed,FM Approved:350 psig(1725 kPa/17 barg) • Designed for potable water applications t1101Preved for bockfowprevention devices by(SC Tor 4"-10"sizes) OPTIONS: • Position indicators • Stainless steel stem:Type 304.Type 316 • 2-square wrench nut • P/N 10/16 Drilling • EPOM Disc and O-rings • Low zinc.silicon bronze ASTM B98-C66100/H02 stem RESOURCES: (https-/www.muellercom pany.com /sites Jmuellercompar y.com /files /uploads /media /12661 rwgvoperrnanrev- • Operating Manual-2300 Series Resilient Wedge Gate Valves(Form 12661)2.pdf( (https://www.muellercompany.com /sites /muellercompany.com /files /uploads /media J11624_mueller_product_tag• • Installation Preparation Checklist(Form 11624)web.pdf) (http-J/www.muellercompany.com com /sites /muellercompany.com /files /uploads /media • Drawing•4-12 inch A•2362•All End Types(Form 7420)/7420_rev_0_web.pdf) (http://www.muellercompany_com /sites Mnuellercompany.com /files Aiploads /media • Drawing-2-3 Inch A-2362•All End Types(Form 7399)/7399_rev_a_web.pdf) (https://www.muellercompany.com /sites /rnuel lercompany.00m /files /uploads /media • Certificate of Compliance-2•-12-A-2362Resilient Wedge Gate Valves/a2362_rwgv coc2-12.pdf) 01ttp://www.muellercompany.com /sites /muellercompany.com /files Aiploads /media /13814- muellerco- sugg specs- 2362-250psi- full- wall- • Suggested Specifications-2••12•A-2362 Reslient Wedge Gate Valves rwgv O.pdf) (https:l/www.muellercompany.com /sites /muellercompany.com /files /uploads /media /13209- muellerco- prod- specs 2362- resilient- wedge- gate- valves- • Product Specifications-2•-12•A-2362 Reslient Wedge Gate Valves 2.pdf) FULL UNE CATALOG(HTTPS://IPAPERIPAPERCMS.D /MUELLERCO/MUELLER-WATER-OISTRIBUTTON•PRODUCTS-CATALOG/10•GATE- VALVES/10•GATE-VALVESP.PAGE=38) NEWSLETTER SIGN UP SALESbSALES'I SUPPORT(,SUPPORr,) COMPoWY&CCOMPANY:1 CONTACTKONTACT/I LEGALULEGAL9 PRIVACY POLICYI/PRIVACY-POLICY,: in o If M,deCa Ut Is awtrlWgryd Weiler Water Products,Inc I CrppytCD00fd027 Moeller Co.t1C hatltat•VPatert Information IhgprAwwwanwopaLtnni ' / STAR'PIPE PRODUCTS Utility Pipe Fittings and Accessories � \, BID ITEMS F , B06, Flanged Fittings 807, 808, 811, 612,/ ' ANSI/AWWA C110/A21.10 / B 17, 1" - 64" DUCTILE IRON FLANGED FITTINGS GENERAL SPECIFICATIONS MATERIAL: Ductile iron per ASTM A536 PRESSURE: J 250 PSI rating for 1"•48"sizes and 150 PSI rating for 54"-64" TESTING: J In accordance with ANSI/AWWA C 110/A21,10,UL and FM requirements Zr...._ . LAYING LENGTH: 2"-48"sizes in accordance with ANSI/AWWA CI 10/A21.10 and ANSI B16.1 and 54"-64"sizes in accordance with ANSI/AWWA CI53/A21.53(fittings not listed in ANSI/AWWA have dmensions per Star design as noted in the catalog) WEIGHTS: Are in pounds,unless rioted otherwise and do not include accessories,cement lining and coatings DRILLING: �n accordance with ANSI/AWWA C110/A21.10,ANSI/AWWA C153/A21.53 and ANSI 816.1 Class 125 Flanges CEMENT LINING: In accordance with ANSI/AWWA C104/A21.4-sizes 1"-3"single thickness and sizes 4"-64"double thickness Call1)0,.........‘ COATING: Asphaltic seal coat Inside in accordance with ANSI/AWWA Cl 04/A21.4 and prime coat outside APPROVALS: 4"-17'Underwriters Laboratories Listed and Factory Mutual approved for 300 PSI rating 7'and greater are UL/NSF-61 01111111111110 DIMENSIONS: All dimensions are in Inches unless noted otherwise Gaskets shall be neoprene, Buna N, T chlorinated butyl, or cloth-inserted B.C. rubber per S.P. 9-30.2(1) (17:11:11 0 0 +,\\. FM .> C) O AWWA 4 1_V I), R O.D. - �� * 0 el ulIlliPte O O WATER QUALITY FLANGE DETAILS NOM. O.D. B.C. T BOLT HOLE BOLTS SIZE DIA. SIZE NO. * 1 4.25 3.'2 0.44 0.62 r,x 2 4 * 1 Y 5.00 3.88 0.56 0.62 'Y x 2 4 * 2 6.00 4,75 0,62 0.75 }w x 2 ;. 4 * 2% 7,00 5.50 0.69 0.75 %x 2 4 3 7 50 6,00 0.75 SUBMITTAL REVIEW 4 9.00 7.50 0.94 * 5 ID 20 8.50 0 94 No Exceptions Taken 6 11.00 9,50 1.00 _...__._ 8 13.50 !t,75 1.12 Make Corrections Noted 10 16.00 14,25 1,19 X Amend & Resubmit 12 19.00 17.00 1.25 _.__ Rejected-See Remarks 14 21.00 18.75 1.38 IMPORTANT NOTICE: This review 16 23.50 21.25 1.44 18 25.00 22.75 1.56 does not relieve contractor from his 20 27.50 25.00 169 responsibility to comply&conform 24 32.00 29,50 1.88 with the Plans, Specification. and 30 38.75 36,00 2 12 Contract Documents. 36 46.00 42,75 2.38Oiat) n 42 53.00 49 50 2.62 7119 4.d 59.50 56.00 2.75 Lsn&y 8e Osborne, Inc. * 54 66.25 62.75 3.00 -CONSULTING ENGINEERS • 60 69.25 3.12 * 644 80 SO.CG 76 76.00 3.38 By: DRS Date: 10M9121 CIO REvx •Not Included In AWWA C110 .,PCitSIERED 1RACEMA42 OF STAR PKEatODUC15 STAR'PIPE P*cCL [5 rL Gaskets per S.P. 9-30.2(1). noilJ CORPORe! I," i1. .. 1.241v4, w.-..,�". wwwst• • •oduch.com Include Mfg. Cert. of Compliance. Page 37 BID ITEMS B06, B08, B11, 812, B14, B15, B16, B17 DUCTILE IRON PIPE A AMERICAN Toruseai'T' Flange Gasket*** Full Face— 1/8" Thickness Table No.6-10 Pressure Approximate Pips Sae ROM- Geak lb t Bolt Torque" in. pea (tt.-Iby ' r 4 350 .3 100 8 350 .3 150 8 350 .5 160 10 350 .6 200 12 350 ,9 200 14 350 .9 250 16 350 1.1 250 18 350 1.1 300 20 350 1.3 300 24 350 1.6 400 30 250 2.1 400 36 250 2.7 503 42 250 3.5 500 48 250 4.0 500 54 250 4.3 600 60 250 6.4 600 64 250 9,1 600 -Presa.ue rating designated is rnsuamum water working pressure and is based on the nlawartum Laing of C110, C115 or C153 flange&AAER(CAN Tonweer gasisets meat the deecrption of•s shown in the cO0 i Snee of AVWVA Cl 10,C111,and C115,and'special gaskets'shown in*w bo0,of A .?/A 0' G p�AicaCle only to pints with Toc near gaskets. AMERICAN Torusear gaskets are aerwelty black and furnished of SBR rubber per ANSI/AWWA C1 t 1/A21.1 1.This rubber compound is M$F 61 certified for contact with potable water and is otherwise physically superior to red rubber sometimes used with flanged Joints.Other types of rubber are available on special order. Clean flange faces and faced pipe ends thoroughly prior to Installation.Do not use Joint or gasket compounds with Torusear gaskets lassembie Joints dry). Ir.ddNen to rc irrJ hanged C'Crog.A1,ERF,.:AN 943C1,ets it specially designed Y-ng-spen installations Ii.e.,apww invoking 2 or 3 lengths of peel.Sea Section 7 for details. For use with standard flange Colts.Holes match AWWA C110.C111.and CI 16 flange riding.They also match carton barge doling classes of AWWA C207 end r%NSl 916.1 and al6.42 flanges. AME Torusear gaskets 1.6"duck and are supplied with dual raised torus bike. Gaskets shall be neoprene, Buna N, chlorinated butyl, or cloth-inserted rubber per S.P. 9-30.2(1) 6-21 Bolts and nuts shall be malleable iron, Cor-ten, or stainless steel and conform to the requirements of S.P. 9-30.2(1) DUCTILE IRON PIPE A r Bolts and Nuts lengths of pipe) or with any underground and number of bolts and flanges" that could be subjected to unde- nuts are shown in Table Nos.8-3(Details and sirable beam loading.ToruseaN gaskets are Accessories-AWWA C110 or C115 flange) normally furnished of high-quality black, and 8-11 (Details and Accessories-flange molded SBR rubber with required properties faced and drilled per ANSI B16.1 Class 250). per ANSI/AWWA C111/A21.11. Standard Bolts are specified in ANSI B18.2.1 and nuts ToruseaN SBR rubber gaskets are ANSI/NSF are specified in ANSI B18.2.2.Bolts and nuts Standard 61 certified for contact with go- of low-carbon steel conforming to ASTM table water. Other type rubber is available A307 are specified in the Appendix of on special order.AMERICAN Toruseal•gas- AWWA C110 and C115 for flanged pipe kets meet the description of "specially de- when rubber gaskets are used.Nuts of reg- signed gaskets" shown in the appendices of ular or heavy hex design are used accord- AWWA C110,C111,and C115,and"special ing to customer specifications.Also,per the gaskets"shown in the body of AWWA C111. Appendix of AWWA C110 and C115,high- •Ae mild n it.mpp.rglras d mppgy.i.AN5LAWNA Cl strength bolts should not be used when a u+raa my""'°d se°�'r- "'"'"`7."' "°` '"° tt.+ud!+rd tnenaee�N d.npkuY qt tin•tint. gray iron flange is involved in the connection. Gaskets • . AMERICAN AMERICAN Tonneale gaskets are rec- . • TonueaP Flange ommended for AWWA standard flanged Gasket joints in normal water and sewage service. The AMERICAN The ANSI 816,21 standard specifies the in- „. • ToruseaP flange gasket side of 3"-12" non-metallic full-face and is availablefor improved ring gaskets to be greater (the same as • •• • joint performance.It is standard steel pipe outside diameters)than vastly superior to co- nominal. Any flat gaskets used for ductile NISF 61 eaeM"red POSF 1 :narked ventional full-face or iron flanged pipe must have "nominal" in- ning gaskets.Although side diameters as shown in the appendix of recommended for all normal water and ANSI/AWWA C115/A21.15, not the larger sewer service, it especially must be used in inside diameters per ANSI B16.21. The demanding services such as very large diam- larger I.D. gaskets per ANSI B16.21 eter flanged piping,specially designed long- are not recommended by AMERICAN. span installations(i.e.spans involving 2 or 3 i .., Table No. 8-2 AMERICAN TOruseel'Flange Gasket Fur-Face—Nclnnal 1 B-ThcWx —Lluo Poe�=a Pressure o et Approx. vlaes SUBMITTAL REVIEW n. Rating* Weight Bolt Torque— in- oat . Us tt.-Ibe— ,,1 NoNo Exceptions Taken 350 a.3 100 24 Make Corrections Noted b 350 0.3 150 30 B 350 0.5 150 36 X Amend & Resubmit 10 350 0.6 200 42 __ . Rejected-See Remarks 12 350 0.9 200 as 14 ' 350 0.9 250 54 IMPORTANT NOTICE: This review 16 350 1,1 250 60 does not relieve contractor from his 18 350 1.1 300 64 responsibility to comply&conform 20 350 1.3 300 - with the Plans. Specification. and Mitim Contract Documents, c r.e rebru six l5i.n1nnMlt.n w,te• ►t'U tHa•Ar•ool is0~1 Cl,Pip WI 25e psi,rmtnum among et City sips it C 1 IDa Cl 15 ttogo..Caeca AM AN cr.bit. "TPA ie,i r typticit.lp met tannest Pule hell ravine Ouf.ls. Clean hype laces end hce0 doe ends*Neu"VW to reM111040.Do vW.au 001 40) WOONtu puns orlA 7 rn ka um.Arl sorter.,ergo dribs nisi.,nick.AWNA C I tD C 111.r"nC.115 flirt ant) (1rlt y se Osboe, inc. cow'.ryt ANSI fl Ie I anti 8111 A?11yK]lY. Impose wilier Puy t+.uwd MP stool pps tl.tes n d.Ie'-5.1'Nabs n xrro cares CONSULTING ENGINEERS cii' eii of Om.*dory Wynn on/MAYA C.;1tn.C115 By: DRS Date: 10/19/21 8-3 BID ITEM B17, B18 HPHATm SPECIFICATION 2.75" Ext. The Harrington Permanent Hydrant Adapter threads onto the male nozzle and is secured permanently to the hydrant. A Storz spanner wrench is re- ii quired for cap removal. xkkl The Storz adapter shall have a hard anodized aluminum metal face sealer\�\\`�\� 7 t \�� `�\� and hard anodized aluminum Storz ramps and lugs. The adapter's finish `� shall be hardcoat anodized to Mil-A-8625,Type 3, dark gray. The Adapter ,l shall be made of forged 6061-T6 aluminum and secured to the nozzle with t '; iv(2) stainless steel set screws, inserted 180° apart. The female adapter shall i 45" I contain a flat rubber gasket which seals against the male hydrant nozzle. Waterway 4"NH yFemale The blind cap shall have hard anodized aluminum Storz ramps and lugs, 7 made of forged 6061-Tb aluminum.The forged cap shall be equipped withIa Storz seal. The cap shall be connected to the adapter with a 0.125" vinyljcoated aircraft cable.The high torque cap requires a Storz spanner wrench1for removal. Once installed, the Haington Petmament Hydrant Adapter extends less than 3" from the hydrant nozzle. ��� \\N \\ am N SUBMITTAL REVIEW a GTON "HPHA" _ No Exceptions Taken DWG N o. Make Corrections Noted -larrington, Inc. HP HA50-40N H/Cap X Amend&Resubmit ?630 W. 21st St. Rejected-See Remarks IMPORTANT NOTICE: This review Brie, PA 16506 Description: 5" Storz Metal Face x 4" NH Female does not relieve contractor from his wl 5" Storz Cap w/ cable responsibility to comply & conform with the Plans, Specification. and 'h. 800-553-0078 Date: 04/08/10 DB: DTH Rev.: 00 Contract Documents, ax. 814-838-7339 lleb Gray tir Chaborne, Inc. iaveh@harrinc.com Scale: NTS Sheet 1 of 1 CONSULTING ENGINEERS "Per City of Renton standard plan 310.1, Storz adapter shall be 4.875" 7 By: ABZ Date: 9/24/2021 City of Seattle thread X 5'Storz, attached with 1/8'stainless steel cable. BID ITEMS A48. B06. B07, B17. B18 I P.O. Box 2727 Birmingham,AL 35202-2727 Telephone: 1-800-442-2347 Fax: 1-800-442-2348 E-mail:adipcs@american-usa.com AMERICAN '"' ' DUCTILE IRON PIPE AMERICAN Ductile Iron Pipe Product Submittal Package THE RIGHT WAY envwr Pagp Infnrmatinn Generated By: Mark Horvill Email: mark.horvilli@ferguson.com Telephone: 253281°39i Project Name: Duvall Avenue NE Project Location: Renton,WA This is to certify materials furnished on this project by AMERICAN will comply with the ANSI/AWWA Standards listed below. Some components and other materials,including but not limited to various fittings.flanges.gaskets,fasteners,and bolts/nuts may be globally-soured and not of domestic manufacture. ANSI/_414'WA Standards are the latest revisions as of this date. IMps awe sod vial Mama sqb bieweibisthe rpeelAed Picot setpdtestats is accordance with etsndard industry practice. Products Submitted in this Package Include: 1.Certificate of Compliance (pg.') 2. Fastite Joint Pipe (p..2) ANST/AWWA 05oi 5 3.Special Thickness Class (p..u) ANSt/AWWA C15o/A21.5 Printed 8127/20211:17:17 PM • American Cast Iron Pipe Company Quality Assurance PO Box 2727 AMERICAN Birmingham,Al 35202-2727 TN!RIGHT WAY (205)325-7976 Certificate of Compliance To whom it may concern, This is to certify the pipe produced at this facility are manufactured (cast, lined, coated), tested, inspected and approved in accordance with all applicable ANSI/AWWA standards prior to shipment. SUBMITTAL REVIEW eeze.6 No Exceptions Taken Make Corrections Noted Amend & Resubmit Ronald Hay( X. Rejected-See Remarks Manager of I IMPORTANT NOTICE: This review does not relieve contractor from his responsibility to comply&conform with the Plans. Specification, and Contract Documents. Gray Sr Osborne, Inc. Please provide a Mfg. Cert. of Compliance that meets CONSULTINGENGREERS all requirements of WSDOT 1-06.3 and S.P. 9-30.1(1) By: ABZ Date:912012021 Duvall Avenue NE Submittal Package Page 1 A ' DUCTILE IRON PIPE AMERICAN Fastite' Joint Pipe For Water, Sewage or Other Liquids monelis • AMERICAN Fastite Joint Pipe in sizes plain end of the pipe is tapered or rounded to 4"-64' for water, sewage or other liquids has facilitate entry into the bell and self-centering the proven long-life and high-strength quali- in the gasket.On pipe cut in the field,the plain ties inherent in pipe produced centrifugally in end can be easily beveled and smoothed by the accordance with AWWA C151. In addition, use of a portable grinding wheel or other suit- this significant AMERICAN development, a able apparatus.Methods of cutting ductile iron dependable, single gasket push-on type joint pipe are described in Section 3. meeting the requirements of AWWA C111,af- A stripe Is painted on the plain end of fords the customer lower joint cost and time- AMERICAN Fastite Joint Pipe to provide a vi- saving advantages in installation, It provides sual means of checking the joint alignment and exceptional strength and flexibility and has to assure proper insertion. See page 2-10 for been widely accepted by engineers,contractors detailed assembly instructions. and utility officials since the 1950s. For added flexibility during construction, and for possible Fastite Gasket elimination of bends, a liberal 5" allowable The Fastite Joint sealing component—a deflection is standard in all sizes through 30". molded synthetic rubber ring gasket of two offering 21"offset in a 20'length of pipe.Lib- hardnesses, shaped to fit the configuration eral deflection can also be provided in larger of the gasket socket—Is manufactured per all diameter pipe with standard and Special Fastite requirements of ANSI/AWWA C111/A21.11 Deflection Bells. and under AMERICAN's own rigid specifica- The patented AMERICAN Fastite Joint lions, assuring closely controlled dimensional embodies many advanced design features and and hardness properties.The smaller end of the is rated for a water working pressure of 350 psi. gasket is of harder rubber, approximately 85 For specific conditions,ductile iron piping with durometer hardness, which provides a strong this joint has been approved for much higher shoulder for self-centering on the gasket but- pressure conditions.The socket,which is scien- tress,a permanent seal against cold flow, and tifically designed with two gasket recesses and protection from deterioration. The larger end a dividing buttress, is manufactured to dose of the gasket is of softer rubber,approximately tolerances so that the gasket is self-centered, 65 durometer hardness, providing ease of as- securely confined,and firmly compressed for a sembly and positive sealing.The design assures permanent,tight,trouble-free joint.The Fastite effective sealing at low or high pressures and joint seal, bubble-tight under vacuum and ex- in straight or deflected joint alignment It also ternal pressure. becomes even bghter with the eliminates any concerns of infiltration or root application of internal pressure due to a spe- intrusion, and assures positive sealing against cially designed wedging surface in the socket. negative pressure, thus preventing gasket "pullout" should a vacuum be created in the Fastite Joint Assembly line. The bell opening is slightly tapered to pro- A taper on the inside of the gasket vide easy entry of the pipe end;the flared sock- allows the entering pipe to locate and center on et design permits liberal joint deflection. The the hard section and along with a coated and 2-6 Duvall Avenue NE Submittal Package Page 2 IL DUCTILE IRON 'PIPE A lubricated spigot reduces friction loads during for use in hot orcold weather and will adhere to subsequent assembly. The snug fit and the wet or dry pipe.AMERICAN Fastite Joint Pipe hard section of the gasket,in conjunction with can be.asserribled when submerged,though for the'design of the buttress,act to restrain the such:installation,special AMERICAN.underwa- gasket against dislodgment during assembly. ter joint lubricant Is rôconimendcd See Table Additional internal pressure results in increased No.2-5 for appropriate-lubricant quantities. tightness Of the Seal when pipe is either'in Straight alignrnent or deflected. Fastite;obit Materials Gaskets made of SBR(Styrene.Butadiene Standard joint materials:include Fastite Rubber)are standard.For Information on gas- plain rubber.gaskets and a stifficient supply of kets made of special types of rubber, for ap: Fastito joint lybricant. Fastite pipes are most plications involving air or liquid temperatures in often readily joined with available excavating excess of 150F, or far chemical,hydrocarbon equipment; however, assembly tools can be or other special seniice applicaticins, and for supplied by AMERICAN on,a loanbasis with a Installations In contaminated soils where per- nominal'deposit which is.refundable upon re- meatian through gaskets might be a concern, turn of tools in good condition. consult AMERICAN for recommendations.See:. table 2-1, Coating and Lining- • • • - - • • AMERICAN..Fastite Joint Pipe can be fur- Fastite Lubricant rushed 4sph;ItiCicoat6d,:cenitnt lined, or with • AMERICAN' Fastite Joint Lubricant is a special coating or lining where required..See' nen-toxic water.soluble materiatiMparting eel- Section 11. tier taste nor odor to.the conveyed water.and is . . ANSI/NSF 61 approved.'Thelubricarit is suitable , P. 40_cille;100-01,00:$1;11.0.11010.0:.00:thiellil...0k 1 'crieetintfthii.:440100.entkpf.AMV14-.01.04 Fastite Gaskets Table IsJo:.2-1 Maidmurn Service Common Name TOmporaturs" ar Trade Maine Chemical Name COmMon Uses Water&Sewer Air Flefn RUNaer Styrene Eutadiene' 15CAF• -15DqF Rem Water,Salt Water. • CopoiymerISEIRI ,SenItcpy Sewage • Rubber Styrene P/Jtadiene 160°F 1c Electrical continuity for thawing (mmr/ducttvej• Copolymer(SBR) ol,SaviCeWator and.Smnv age EFIJM Elhylene•Pragderie arCAF Water,Sessragth,Ketones, piano Monomer Oilute'Aeials and Alisaliaa, Vegetable Oil,Alt:diets,Air Neoprene Pdr-HomPr8rIETPF1 200°F TS.CPF neat Water,Sewage Nitrite ACrylonihile 15yr 15CPF Non-ArcsnatiO Hydrocaricons, euna-N eutectene(NBR) Petroleum Oil,Hydraulic arida; Fuel 01,Fats,Oil;GreaSO- flutirceelmtbfrrir FKM 21•2°F 206°F Aromatic HYclicearborm Gasotne, Fluoret • Re5-cad Petroleum Froduots,most VtcnEr" Charrkals and Solvents,hlIgh Temp., Ai,(Least permeable of at aveiable' Fastite ceisketnibbere) 'AMERICAN reserves!height to furnish any Trade c grand realty for the chenvcal formulation spediled. “Temperature:trki reference to Corneeyed IIa4.Lubricating oil rn air can adversely affact.SEnt and Epona performance. SBR,Nititle andNeoprene are not recommended for hot'alr exposure In wastewater treatmentisystems.. ••yiteneo ice registered it arternark.of DuPont Done Elastomers, Refer to Sect*11 far temperature and service capabllites of pipe Ilniogs, Refer higher tenveratures o other'speclai requirements to AMERICAN for recommendations regarding oItable gasket dogma!, • tills gostntxubbrnii sheatealt r8istant in the nortisotab'e water uses shown but is not as resistant-10 permeation In;actable water appiicalionsas FKM, . • Am Fastite gaskets made from the materials in the atcwe tatee are wilahlefor use with water containing normal concentrations cikrarnine.vmcen Increased reSatence iodates-while Is&sired,neoprene or Fluerociastarner ritaterlats•should be'considered. 2-7 Duvall Avenue NE Submittal Package Pages [MOTILE IRON PIPE C- AMERICAN Fastite° Joint for Ductile Iron Pipe ANSVAININA C111/A21.11 Standard Dimensions 7,Iptimilii , / A 'Ma El LAYING LENGTH r A Table No.2-2 Dirrtensbne In Inches Nominal Size , Litying Lont/th A D P In. It. OutWcie Dimoter Depth of Socket al Ct,D. 4. 20 . 4.80 3.31 6;40 3 :::4 m j' .6.66 61§6i Irpo , ,g6v: 9:4; '...-( 10,536 1 o. 20 11.10 3.75 13,12 .> 14 20 15.30 5.23 17.61 16 20 17.40 5.23 16.74 18 20 19.50 5.50 22.16 20 20 21.80 5.50 24.28 24 20 2 -rec' 5.50 28.50 30 20 32.00 6.50 34.95 38 20 38.30 6.50 41.37 42 20 44.50 7.50 46.27 48 20 50.80 8.00 54.71 ., ,.. 54 20 57.56 8.50 61.85 80 20 81.61 8.75 65.80 R4 20 65_67 9.00 70 04 '0Irnmstart4Wzfeot to change al air eplian.Ctii)11('AMERICAN II exam Orm.,nslont:rodred. See Sacticn 3 kr additional infonmatinn on ductile km pkaa. Sae Sscil:ns 4 and 7 tor Inforrratim.on Fastrter fangs. 2-8 Duran Avenue NE Submittal Package Page 4 DUCTILE IRON PIPE A AMERICAN Fastite® Joint Pipe Allowable Joint Deflection , Table No.2-3 Maximum Recommended Deflecliont Nominal Standard Bell Special Deflection Bel Size Laying in. Length x y Radra x y, Padua H. Terai*. Corte' Nomiof Oiteet nal Via^ R. Length et 4 20 2, 5° 230 - - - 6 20 21 5° 230 - - - 8 20 21 5' 230 - - - 10 20 21 5" 230 - - - 12 20 21 5' 230 - - - 14 20 21 5° 230 - - - 16 20 2 t 5° 230 - - - 18 20 21 5` 230 - - - 20 20 21 5° 230 - - - 24 20 21 5° 230 - - - 30 20 21 5° 230 - - - 38 20 17 4`° 285 21 5° 230 42 20 12 3° 380 21 5' 230 48 20 12 3° 380 17 4' 285 54 20 12 3' 380 17 4° 285 60 20 12 30 380 17 4' 285 64 20 12 3° 380 17 4' 285 'Approximate radius CO curve produced by a suooeeecn of nomra1 lengths of ate fully deflected. tSpxral Deflection Belle must be specifically ordered and will be marked wRh white bell lace for easy identtkatlon. Fcr assent assembly.the joints siwtlti t:e assembled with the pipe in reasonably straight*merit,Agar joint aasan�bty.the ptpe may be delecfea i p to the maxmum shown move,Offset drdances are based on 20-ft lengths. Maximum Allowable Separation Table No.2-4 a S Separation \In. \\ ,i,° 4 \ 10 'a/ie \ 12 1'4 14 1i/v, \ 16 1'/2 18 1''/a 20 1'4 ZY v 24 2'/. %-aslo4 / 30 2'/. / 36 V. — 42 2V. 48 2'12 54 21/6 ft=Racks col Curve 1!1.1 60 3'/a 64 3% y- iron Angle idereeeet fbmnal Laying Length M u ri ae nn Alowatle Separation,'3', Standard Ball pipets i3edht;of awe= Etowah-navy equal to the rreden pipe diameter n riches 2 x Tangent iY-2f tree the drat of the deflection angle.The is provided for ofonnaeon oily aid should not be used to deteertna precise dnl deflection. 2-9 Duvall Avenue NE Submittal Package Page 5 DUCTILE IRON PIPE AMERICAN Fastite®Joint Pipe Assembly Instructions The AMERICAN Fastite Joint is a push- -rent.Joints can then be safely deflected up on type joint meeting all tie rigorous require- to the extent shown in Table No.2-3. In de- ments of AWWA C111, The ANSI/AWWA flected joints,the stripe will typically be visible C600 Standard covers in detail the installation to some extent after assembly. of ductile iron water mains,including assem- Easier assembly is effected if the pipe is bly instructions for push-on joint pipe. suspended an inch or so off the bottom of the Field-cutting of AMERICAN Ductile Iron trench during the jointing operation. Pipe can be easily performed,thus eliminating The following instructions should be fol- the necessity for factory-made special lengths lowed in order to properly assemble the joints of Fastite pipe, The plain end of Fastite pipe and to fully realize the maximum speed and cut in the field requires little or no preparation ease of assembly of the Fastite Joint: for assembly into the socket of a mechanical 1.Clean socket and plain end thorough- joint fitting.Where a cut pipe is to be assem- ly,removing mud,gravel,or any other matter bled into a Fastite socket.the required bevel- that might cause the front of the gasket to ing or rounding of the plain end can be easily protrude into the path of the entering spigot. accomplished by the use of a portable grind- 2.Insert gasket fully into the gasket re- ing wheel or other suitable apparatus.Meth- cess of the socket, large end of the gasket ods of cutting ductile iron pipe are described entering first. Gasket may be installed with in Section 3. one or two V-shaped folds as shown(Photo The AMERICAN Fastite Joint requires 1).After the gasket is in place at the bottom. only one joint component, the rubber gas- the top of the gasket is positioned fully into ket•, which when properly installed, fits the gasket recess. Gaskets and lubricant to snugly in the gasket recess in the bell socket. be installed in very cold weather should be A special lubricant supplied with the pipe is warmed first(as by storage in a heated equip- applied to the plain end and the inside surface ment cab or pick-up, etc.) for optimum as- of the gasket before assembly.The pipe end is sembly. tapered or rounded to provide self-centering 3. Apply a thin film of regular AMERI- of the plain end in the gasket and ease of as- CAN Fastite Joint Lubricant to the rounded or sembly. A circumferential stripe on the plain tapered spigot end of the pipe,the immediate end provides a visual indication for checking outside pipe surface between the stripe and the proper insertion of the joint. The stripe. the nose of the pipe(Photo 2),and also to the shown in the photographs illustrating assem- inside surface of the gasket. Special AMERI- bly methods, passes fully into the bell when CAN Fastite Joint Lubricant intended specifi- the plain end is fully inserted into the socket cally for underwater or very wet installations with the two lengths of pipe in straight align- can be supplied when requested. .• • Photo 1 Photo 2 'GasfuNS rxOt used it medekey should be stored in a cool location,of of died sunlight, 2-10 Duvall Avenue NE Submittal Package Page 6 DUCTILE IRON PIPE A Caution: if a spigot end contacts the gasket surface For assurance of proper as- ground or trench side after lubrication, any sembly, a thin automotive, blade-type feeler adhering dirt or rocks should be cleaned off gauge can also be used if desired for quick and the area re-lubricated prior to assembly. and easy probe confirmation of correctly in- 4. Insert the plain end in the socket. For stalled axial gasket position around the joint. optimum assembly it is preferable that the 5. "Backwards" installation. AMERI- entering pipe be in reasonably straight align- CAN does not recommend "backward lay- ment; however, the Fastite Joint may be as- ing" (bells assembled over spigots. rather sembled if necessary with the pipe deflected than spigots inserted into bells as pictured in within its rated deflection.(Exception:If Fast- this literature) of large-diameter ductile iron Grip gaskets are being used, straight align- pipe in buried installations, AMERICAN can ment moat be maintained.) Push the plain furnish bell and plain end fittings to minimize end into the socket using any of the appli- the need for backward pipe laying,Other de- cable assembly methods described hereinaf- vices such as sleeves and couplings may also ter. If the joint cannot be assembled with a be employed for this reason.However, if this moderate force, remove the pipe and check condition cannot be avoided, we strongly for the cause of the difficulty, such as im- recommend that installers contact AMERI- proper positioning of gasket, insufficient or CAN for instructions on how to reduce the wrong type lubricant, dirt under or behind potential for problems that could occur when the gasket, dirt adhering to the pipe, or any assembling pipe in this manner. other cause which would result in obstruction or increased friction between pipe end and AMERICAN Pipe Assembly Mechanisms In general, Fastite joints or other Fas- tite gasketed pipes may be readily pushed or pulled together without the need for compli- cated tools or substantial manpower. This is most often accomplished with the procedures discussed on page 2-14.In general,the joints of AMERICAN push-on pipes are purposefully "tight," and most joints require an assembly , force of about 100 to 200 pounds or more of assembly force per inch of pipe diameter(i.e. • a 12" joint might require about 12 x 100 or 1,200 pounds of assembly force). Photo 3 In pulling operations, simply wrap a sound wire rope choker cable or nylon sling assembly direction(Photo 3). Continue pull- around the barrel of the entering pipe. Se- ing the cable in a smooth,continuous motion cure the thimble eye or other end loop of the until the Joint is in the fully assembled posi- choker to a suitably anchored pulling device tion. If desired for special conditions,AMERI- (e.g. backhoe, come-along, etc.). Use the CAN can furnish suitable,simple come-alongs mechanism to pull the cable taut in the and choker cables for manpower assembly of 2-11 Duvall Avenue NE Submittal Package Page 7 ADUCTILE IRON PIPE rope and chain tackle(Photo 5)to attach all I the rigging together to effect "double line" assembly from the top of the pipe(Photo 6). ii The snatch block pulley and twin line rigging 1".`'ill 6 -'- approximately doubles the assembly force IIIIWIIIIIIII=killli from the s u i_ come-along,making possible 11 T� 0( the assembly of up to 64" full-length pipe Rime 1 joints from the top of most 4"-24"pipes(See Figure 1 and specify the pipe(Photo 7). pipe sizes involved). The joints may normally be disassembled " Fittings and Short in a similar manner,reversing the direction of Pipes the pull with the choker cable(Photo 4). It is Photo 6 also sometimes helpful to use rebating or wig- _ gling deflection to aid in the disassembly of 44 push-on joint pipes, particularly when pipes have been installed for some time prior to re- moval. 31r-64"Pipe Photo 7 Push-on fitting or short pipe joint assembly is basically the same as that of standard length pipe,though special rigging may be necessary to hold these short Items reasonably stable for assembly.See also Push-On Fittings Assembly Instructions in Section 4, Field Rounding Occasionally,field rounding of pipe ends Photio 4 may be necessary to accomplish assembly, Large pipes are most often readily particularly when large-diameter pipes are pushed or pulled together with heavy exca- cut to be assembled into mechanical pints vating/earthmoving equipment available on- or couplings. Need for rounding in assembly site(see page 2-14).In cases where assembly of mechanical or stuffing-box-type joints can of pipes by manpower is desired,AMERICAN be predetermined by a difficulty in sliding the can provide special assembly tools and rigging gland or end ring over the end of the pipe. which can be used for assembling most pipes Rounding may be accomplished in the fol- of all sizes(Photo 5).These tools consist of a lowing manner using a mechanical jack and heavy-duty roller chain hoist,a steel pipe-end shaped blocks. (Note: This procedure may hook and snatch block, and associated wire also be used with the assemblies involving push-on joint pipe,fittings,valves,etc.;how- . ever, rounding is less frequently necessary for assembly of push-on joints.) ar ri- .A,- - Photo 5 2-12 Duvall Avenue NE Submittal Package Page 8 r DUCTILE IRON PIPE A 1. Measure/determine the minimum (minor)diameter of the ends to be rounded. 7 2. Place the jack and the shaped blocks .. in line with the minor diameter as shown in the attached sketch using a sound 4"x4" spacer timber cut square to the required length to take up the space. r; 3. Apply a load carefully with the jack A only until the "minimum diameter equals "� the maximum diameter." or until the gland will easily slip over the end.No more jacking should be attempted or necessary-DO NOT ATTEMPT TO PERMANENTLY ROUND END. 4. When no mechanical joint restraint device is used, carefully relax and remove Note: Field rounding operations should be the jack and timbers from the pipe after joint conducted without backfill on any part of assembly. large-diameter pipes and prior to encasing 5. When using a mechanical joint restraint any part of pipe in concrete. If the inside of device not manufactured by AMERICAN. the pipe cannot be accessed to remove jack- contact the applicable manufacturer of the ing materials, pipe ends can alternatively be restraint device regarding Installation guidelines. rounded using external clamping means. AMERICAN Fastite°Joint Lubricant Requirement by Size of Pipe Table No, 2-5 . Pipe S.ze Approx.P 'ds Approx.NO.of in. of LuLYtdltt Joints par Po%d ti 41 --*- per.o.rll of Lubricant_ il li .33 � • r - �`_ ' T` Cr15 22 „"'' ; ,• rt a .06 17 _. _ 1: , I J .07 14 . - .1 12 1w 09 11 18 .12 8 ' 24 7.174 24 .1776 30 .30 3 36 .36 3 42 .44 2 48 .50 2 "" . * 54 .59 2 /j 60 66 1 64 .71 1 w• - ue • 64"AMERICAN Fastite Joint pipe being installed in a wastewater application. 2-13 Duvall Avenue NE Submittal Package Page 9 ' DUCTILE IRON PIPE AMERICAN Fastite® Joint Common Assembly Methods In seeking ways to take even greater advantage of the cost-reducing features of the Fastite Joint,utility contractors have developed other methods of assembling this joint without special tools,The following methods are described for the information of the user,who may elect to use them at his discretion,keeping in mind that these methods may not be effective for all installations and under all field conditions. Spade or Crowbar Method This is applicable to the smaller sizes of AMERICAN Fastite Joint Pipe, and con- sists of centering the lubricated end of the _ entering pipe in the gasket and then push • - ing against the bell face of the entering , !r pipe with a spade or crowbar driven into the ground in front of the bell face. This s .� method requires the trench bottom to be fairly firm soil.The method may not be ef- fective in a rocky trench or with a trench that is soft, muddy or sandy. A wooden Spade or Crowbar Method block between the bell face and the pry bar may increase the leverage. Easier assembly is effected if the pipe is suspended an inch or so off the bottom of the trench. Backhoe and Heavy Equipment Methods s' These methods are usually applicable ' r to the intermediate and larger sizes of AMERICAN Fastite Joint Pipe where the bar method might not be effective. It con- t %ti sists of centering the end of the entering 1 pipe in the gasket as the pipe to be assem- 1•'- bled is suspended from the backhoe.Then it can be pulled into the adjoining socket ' • with the pipe sling by moving the backhoe arm toward the previously assembled pipe. In other instances,the pipe may be assem- bled by placing the backhoe or other earth mover bucket or blade against the bell face of the entering pipe and pushing it into the socket.When pushing against the bell face, care should be taken to avoid very small contact areas and possible damage to the Backhoe and Heavy Equipment Methods pipe bells or spigots. Wood cushions be- tween the backhoe bucket and the pipe are particularly effective in preventing damage. 2-14 Duvall Avenue NE Submittal Package Page to 0 . DUCTILE IRON PIPE AMERICAN Duct4Iron Pipe ANSI/AWWA C150/A21.50 and ANSI/AWWA C151/A21.51 Nominal Wall Thicknesses for Special Thickness Classes Table No.3-12 Outside SPECIAL THICKNESS CLASSES-Wad Thickness in Inches' Mu Diameter In. In. 50 51 52 53 54 55 1 56 4 o,d0 - .26 2 .32 .35 .3e .41 8J 6.90 .25 28 .31 J' .34 .37 .40 .43 8 9.05 .27 .30 .33' .38 .39 .42 .45 10 11.10 .29 .32 .35 .38 ,41 .44 .47 12 13.20 .31 .34 .37 ,40 .43 .46 .49 14 15.30 .33 .36 .39 .42 .45 .48 .51 16 17,40 .34 37 .40 ,43 ,46 .49 .52 18 19.50 .35 .38 .41 .44 .47 .50 .53 20 21.60 .36 .39 .42 .45 .48 .51 .54 24 25.80 .38 .41 .44 ,47 .50 .53 .56 30 32.00 .39 .43 .47 .51 .56 .59 .63 36 38.30 .43 .48 .53 .58 .63 .68 .73 42 44.50 .47 .53 .59 .65 .71 .77 .83 48 50.80 .51 .58 .65 .72 .79 .86 .93 54 57.56 .57 .65 .73 .81 .69 .97 i.i,16 'Them are Special Illicitness Clues as room in AWWA C 150 and thicknessclasses, A"canrunl5hanymicknesinbetweenthe; SUBMITTAL REVIEW major prom Special classes are most app npr,atety used for some"seeded.Tr:.-. design conditions,and they era generals lean available than,standard: No Exceptions Taken For pressure rating and macanum deptt,of orruer capabilities or So, capatileiss can be itelkmard In ocropaaKt meta Inir*„e sa d cap.,-.I Make Corrections Noted 3-I I,or may be calculated by using the beagn fames shown in ANON Amend & Resubmit X Rejected-See Remarks IMPORTANT NOTICE: This review does not relieve contractor from his responsibility to comply&conform with the Plans. Specification. and Contract Documents, Ductile iron pipe shall have a double thick cement Gray&Osborne, Inc. mortar lining and a 1-mil thick seal coat meeting the CONSULTING ENGINEERS requirements of AWWA C104 per S.P. 9-30.1(1). ;-y• ABZ/DRS Oate: 1 Include updated Mfg. Cert. of Compliance. - 3-20 Duvall Avenue NE Submittal Package Page it BID ITEMS,Xr3. B06, B07, B08, B11, B12, B17, G SIGMA MECHANICAL JOINT COMPACT FITTINGS DUCTILE IRON CLASS 350 as per ANSI/AWWAC153/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: J 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/AWWAC153/A21.53(3"-48") CEMENT LINING JIn accordance with ANSI/AWWA C104 /A21.4 COATING: Tar coated (bituminous)inside and out in accordance with ANSI/AWWA C104/A21.4 GASKETS: SBR In accordance with ANSI /AWWAC111 /A21.11 T•BOLTS: Low alloy corrosion resistant high strength steel in accordance with ANSI/AWWA C111 /A21.11 APPROVALS: 3"-16" Underwriters Laboratories listed and Factory Mutual Approved. STANDARDS: Certified to NSF 61 Standard ANSI/AWWA C153/ A21.53 for Compact Ductile Iron Fittings 3--24"for water and other liquids. Include Mfg. Cert. of Compliance. { TT LT•�I I r_ 'I • Wl■IIIIIII1 • g • D B.C. A E MECHANICAL JOINT DETAILS SUBMITTAL REVIEW )EYRIES Size A B B.C. C D E T T X No Exceptions Taken L Make Corrections Noted 3 3.96 2.50 6.19 3/4 7.69 7.62 .62 .58 Amend&Resubmit 5.5 4 4.80 2.50 7.50 7/8 9.12 9.06 .75 .60 Rejected-See Remarks 5.5 6 6.90 2.50 9.50 7/8 11.12 11.06 .88 .63 5.5 --> 8 9.05 2.50 11.75 7/8 13.37 13.31 1.00 .66 IMPORTANT NOTICE: This review 5.5 10 11.10 2.50 14.00 7/8 15.62 15.62 1.00 .70 does not relieve contractor from his 5.5 ->►12 13.20 2.50 16.25 7J8 17.88 17.88 1.00 .73 responsibility to comply&conform 5.5 14 15.30 3.50 18.75 718 20.25 20.25 1.25 .79 p itY P y8.0 -->16 17.40 3.50 21.00 7/8 22.50 22.50 1.31 .85 with the Plans. Specification,and 8.0 18 19.50 3.50 23.25 7/8 24.83 24.75 1.38 1.00 Contract Documents. 8.0 20 21.60 3.50 25.50 7/8 27.00 27.00 1.44 1.02 8.0 24 25.80 3.50 30.00 7/8 31.50 31.50 1.56 1.02 8.0 30 32.00 4.00 36.88 1 1/8 39.12 39.12 2.00 1.54 . 8.0 36 38.30 4.00 43.75 1 1/8 46.00 46.00 2.00 1.70 V ray de Osborne, Inc. 8.0 42 44.50 4.00 50.62 1 3/8 53.12 53.12 2.00 1.45 CONSULTING ENGINEERS 8.0 48 50.80 4.00 57.50 1 3/8 60.00 60.00 2.00 _ 1.45 By: ABZ/DRS Date:9/28I2021 s 0 Weights in pounds Dimensions in inches All Weights shown without accessories BID ITEMS 806, B08, TM Figure NBSZ B11, B12, B14, B15, B16, PIPING PRODUCTS B17 FNIIV Bolts and nuts shall be malleable iron, Cor-ten, or stainless steel .and conform to the requirements of S.P. 9-30.2(1) CARBO STEEL FLANGE NUT & BOLT SET ASTM 307 GRADE A / SAE J995 GRADE 2 Features • For 150#&300# SI Flanges • Lengths for r, •Two Flanges' • Material arborn Steei • Finish:Zinc'r:(.'i 16 $!-.) • Sizes:1t2"to 24*(150#),112"to 12"(3004) Standards ci I 1 10 • Bolts: _ _ a Material-ASTM A307A Grade A `1 o Dimensions-ASME B18.2.1 j: o Thread-Class 2A CO I • Nuts: 0 o Material-SAE J995 Grade 2 o Dimensions-ASME B18.2,2 o Thread-Class 28 111) I .. / 1. 0 Bolt Properties 150#Pack Quantities&Bolt Sizes s(inches) • Tensile:60 KSI Minimum Size Bolt Qty Nut Qty Diameter Bolt Length • Elongation: 18%Minimum 1/2 4 4 1/2-13 2 • Hardness:69-100 Rb 3,14 4 4 112.13 2 1 4 4 112-13 2.1i4 Based on 1f16"raised face and 1/8" 1-112 4 4 1/2-13 2-112 9 1-112 4 4 112-13 2.112 2 4 4 5/8-11 2.314 2-1/2 4 4 -11 3 3 4 4 58.11 3 4 8 8 518.11 3 5 8 8 3f4-10 3-114 6 8 8 3/4-10 3-114 Figure Number Matrix a a 8 314-10 3.1/2 1 - 12 12 7/8-8 4 FNW NBS j�1 _ SUBMITTAL REVIEW 1 l Mal FLANGE SI7FrInF - No Exceptions Taken Zinc=Z 150#=1 1/2=D 8=U a -"`-- 3pp#=3 314=F 8=X Make Corrections Noted 1.G 10■10 3t]Nk X Amend & Resubmit 1.114=H 12=12 - Rejected-See Remarks 1-112=J 14=14 St 2"K 16=16 a IMPORTANT NOTICE: This review 2-1l2-L 18.18 does not relieve contractor from his 3=M 20=20 1. 4=P 24=24 ,, responsibility to comply&conform 5=S : with the Plans. Specification. and Note; 3001 sines an up to tromp. 7 Contract Documents. i gab Bolts and nuts shall conform to S.P. 9-30.2(1), including f Ginty 8r Osborne,lira. E CONSULTING ENGIPEERS size and length with AWWA C111/A21.11. Include Mfg. Cert. of Compliance. ? By: ABZIDRS Date:10/19/21 2017•FNW. All rights reserved. The FNW logo is a trademark of Ferguson Enterprises,Inc„PL Sourcing.PO Box 2778.Newport News,VA 23809 www.finw.com The contents of this publicatron are presented for information purposes only,and white effort has been made to ensure then accuracy,they are not to be construed as warranties or guarantees,expressed or implied.regarding the products or sernces described hereon or pien use or applicability. All sates are governed by our terms and conditions.which are available on request We reserve the right to modify or improve the designs or specifications of our products at any time without notice. Always verify that you have the most recent product specifications or other documentation prior to the installation of these products. . w BID ITEMS B06, 807, B08, 811, B12, B15, 816, 817, 618, B21 E SIGMA. Quality — Service — Commitment— Delivered. ONE-LOKTM Series SLDE for Ductile Iron Pipe 01( ---- ' --- VVVV//// r' fa 1 _w,h. it T---- - __ swanI t ✓ ; In orr f. 1 ``" it 'I 1....0A7 i - ,2411.10 tar Features &Advantages: 1111. E 1 i The SIGMA ONE-LOK Series SLDE is a mechanical joint restraining gland that +i implements a series of individually activated wedges into the mechanical joint follower gland. When the wedge segment is engaged by the actuating bolt,the primary contact edges of each wedge segment lock onto the pipe wall. This action causes the primary /410 contact edges to grip the pipe and effectively restrain all classifications of ductile iron ONEIOK's unique can action Mows Ore restraining wedges pipe- to tack gripping the pipe weir more securely as thrust tome 2) ONE-LOK SLDE's precision contoured wedges provide proper contact and support inersaSee of the ductile iron pipe wall.Each wedge is manufactured with an elongated contour that 11 evenly matches the outside circumference of each nominal diameter of ductile iron pipe. This elongated contour also eliminates the concern of damage to both the pipe wall and `' the interior cement mortar lining caused by point loading, even on the thinner pressure classes of ductile iron pipe, 3) ONE-LOK SLDE's wedge actuating bolt provides the installer with a visual torque indicator. The breakaway top ensures proper engagement of the wedge segment at the ONE-LOK's cam action also eccarrmaleies deRecWn a the time of installation. Unlike other actuating bolts, the ONE-LOK SIDE is manufactured joint artnq nefaneuan and are saws for subsidence,swarmwith a proprietary quality control system that ensures the breakaway tops will activate at the correct torque. The breakaway top is sized to match the same dimensions of or other forces agar inslalation,up to we maximum*hewed de � the bolts and nuts used to assemble the mechanical joint fitting and follower gland, eliminating the need for special installation tools. Once engaged, the actuating bolt leaves a residual hex-head shank, allowing post-installation disassembly of the restrained joint,if necessary. Deflection Chart 4)ONE-LOK SLDE's unique wedge segment and actuating bolt design allows the two Nominal Size Item# Deflection components to interface using a cam action principle, allowing the wedge segments 3-12 SLDE3-SLDE12 5 deg to rock and increase their grip on the pipe wall as thrust on the assembled joint 14-16" SLDE14-SLDE16 2 deg increases. This also allows improved resistance to subsidence, seismic forces, and 18-30" SLDE18-SLDE30 1 5 deg other movement within the maximum deflection limitations of the mechanical joint under 36-64" SLDE36-SLDE64 1 deg applicable AWWA standards. SIGMA Corporation 700 Goldman Drive 800 999 2550 p www sigmaca.com ' Cream Ridge, NJ 08514 609 758 1163 f crm-sales@sigmaca.com ONE-LOC Series SLDE for Ductile Iron Pipe Sample Specification: Restraint for standard mechanical joint fittings shall be incorporated in the design of the follower gland and shall utilize multiple wedge segments that act against the pipe, increasing their resistance as the line pressure increases. The assembled joint shall maintain the maximum flexibility and deflection of all nominal pipe sizes after burial.Restraining gland,wedge segments, and actuating bolts shall be manufactured of high strength ductile iron conforming to the requirements of ASTM A536,Grade 65-45-12. Wedge segments shall be heat treated to a hardness of 370 BHN minimum_ Dimensions shall be compatible with standardized mechanical joints conforming to the requirements AWWA C1111ANSI A21.11 and AWWA C153/ANSI 21.53 through 24" (latest revision). Breakaway tops shall be incorporated in the design of the actuating bolts to visually ensure proper torque. The manufacturing of the actuating bolt must incorporate a quality control procedure that is deemed acceptable by the specifier and positively assures precise and consistent operating torque of the breakaway top. The mechanical joint restraining devices shall have a working pressure rating of 350psi(for sizes 3-16") and 250 psi(for sizes 18-64")minimum and provide no less than a safety factor of 2:1. Restraint shall be UL Listed and FM approved in applicable sizes. Restraining device shall be SIGMA ONE-LOKTM'or approved equal. Materials: • Gland body.brackets,wedge segments&actuating bolts: ASTM A536 65-45-12 ductile iron. • Wedge segments are heat treated to a minimum hardness of 370BHN • T-head bolts&nuts: High strength, low alloy steel meeting AWWA/ANSI C111/A21.11 with minimum 65,000psi tensile strength and 45,000psi yield strength. f., D A ' AIM* . r 111 . \ A ' A �� i '') ::...°-.!I i -rig 11111111 \�_ -}-- '-►�J . r Srctlon 8 4 I I US,.tiaa-S_t Dimensions in Inches, Weights in Pounds Nora DI Steel Dimensions Bolts and Inserts T-boas Gasket Pipe I6sm At Wgt Pipe Pips Pressure Size OD oo C F 0 T P' a J K2 No Sise Torque ROtiny No Diu 'torque No Item A 3 SLDE3 5.50 395 -. -1 84 4.16 1.5E 0.55 9.4D •0.750 6 19 7.69 2 713 �4-5: 58 x 3.0 45-6C _ , 4 SLDE4 5.50 4.80 4.50 592 5.00 1.58 0.55 1024 08755 7.50 9.12 2 703 75.90 4 V.x 35 76.90 1 MG t •-->i SLDE6 10.00 690 e.625 8 02 7.10 1 56 0.60 13 34 O.e 75 9 50 11 12 3 7ro 75-90 ri x 35 75-90 1 1.1t_-•; SLOES 1450 1305 9.925 10.17 9.25 1.83 0.75 1432 0.875 11.75 13.37 4 719 75.90 3TA 6 JS 84.0 75-90 1 MG.8 10 St DR 10 2309 11111 1375 1272 11.30 1.5E 085 1654 0575 14 50 1582 8 78 75 10.. q 1,.x4.3 75 95 r.n.-. -->12 51.0E12 29.00 13.20 12.7E 14.32 13.40 1.58 0.85 18.80 0.675 16.25 1738 9 719 75-90 350 9 14)(4.0 75-90 1 MG-12 14 .r:,-I:M.'4 191r.; II,:VI --- 18 4,.1 15 57, 1,. • <. z'211 s 8.^', 18 19 20 25 10 713 75-W :350 10 14.45 ._,-'r • 1.u's-14 -ill. 81.13E16 49.57 17.40 - 18.50 1754 177 1.21 23.74 0.675 21.00 22 SUBMITTAL REVIEW 75-90 1 MG-IS 16 SLDE 18 60.33 19.50 --- 20.60 19.64 1.77 1.25 25-84 0.875 23 25 24 75-90 • 1.11.:',-1 26 SlDE20 89.0E 21.60 •.. 22.70 2174 1.87 1.25 2794 0 875 25.50 27 A. No Exceptions Taken 75.90 1 MG20 24 St0F74 103 67 25 74! --. 2R.136 25 96 1 9? 1 47 3?.4 7,4.575 30 IX': 31 Make Corrections Noted 75-Yf) 1 MG-24 30 8LDE30 15017 32.00 -- 33.29 32.17 2.13 t65 39 30 1.125 36.6E 39 Amend &Resubmit 100-120 1 MOS-30 34 SLoe36 23450 38 30 - :39 5 38 47 3 15 1.75 45'Jr 1.125 43 75 4t; Rejected-See Remarks 100-,21 1 r.1;;s 42 51.DE42 .34400 44.50 -- 45.79 4467 3.56 2.25 5325 1.36. 50.52 53 IMPORTANT NOTICE:This review 120-150 1 MGS-4? 48 I S..DE44 I 45^00 50 SJ 52.09 50 37 3.61 2.25 59 55 1.3E 57 5 160 does not relieve contractor from his I 120'50 I 1 MG5-4.3 $4 3LDE54 104500 57.5.; _ sue 57 73 5.00 4.50 7043 1.375 63.20 67 responsibility to comply&conform 120-150 1 Mo9-54 80 SLDE60 1136.00 61.61 62.90 6'70 5.00 4.50 74 52 1.375 67.72 72 with the Plans, Specification,and 120-150 I MG5-6J 64 St.QE64 1264p0 65 07 -- 66.98 e5 84 e.00 4.50 7e 66 t.37S 71.es 76 Contract Documents. 120-150 1 MG$64 ONE-LOK SIDE was previously referred to as model SW •Proo 40, anpcaa!wilt gasket P`Dim shows OD after head Is broken/removed. Size Vne<y Osborne, Inc. Size CONSULTING ENG*EERS Sizes 3"-12"is approved for thinnest class of DI pipe. Size Size By: DRS Date: 10119/21 C11) Ai> Size Pe Sizes 54 60'and 64"are pressure rated at 250 psi on DI Pipe LISTED APPROVED Sizes 4"-12-are FM approved for 175 psi on DI pipe. 2 I SIGMA Corporation www.sigmaco.com Provide Mfg. Cert. of Compliance. E SIGMA.. Quality — Service —Commitment— Delivered. One Lok SLDE Wedge Action Restraint 1 Clean the fitting socket& pipe end, Lubricate mechanical joint gasket& Nowillosio pipe end with soapy water or approved lubricant meeting AWWA C111/A21.11. EASE-ON PIPE JOINT (A transition gasket is required if using on WeRrc* steel OD pipe) ,„.. 2. Insert the One Lok SLDE Wedge Restraint on the pipe with the lip extension facing the pipe end followed by the gasket, tapered side toward end of the pipe. 11111 3. Insert the gasket along with the pipe into the fitting socket and seat the gasket firmly and evenly into the gasket cavity, keeping the joint straight. 4 Push the One-Lok gland toward the fitting and center it around the pipe with the lip evenly against the gasket. 3 SIGMA Corporation www.sigmaco.com December 2018 SIGMA Corporation ONE-LOKTM Series SLDE for Ductile Iron Pipe Installation Instructions for Wedge Action Restraint with PVC Pipe & Mechanical Joint Fitting (Continued) 5. Insert the T-bolts with the T head on the fitting side and nut on the restraint side. - and hand tighten the nuts. Make the joint t deflection as required keeping the wedge restraint centered on the pipe before �, torquing the T-Bolts. 1 ' 6. Tighten the nuts in an alternate method (STAR PATTERN)to the recommended , - If torque of 45-60 ft-lbs for 3", 75-90 ft-lbs forIII "�' ; ; 4"—24",100-120 ft-lbs for 30",36", ,°:�'" l 1,:.:,.' N',.120— 150 ft-Ibs for 42",48", 54",60"&64" l�- sizes, use of a torque indicating wrench ���"'� + j„is recommended to confirm the applied, 1 ,�:"for ue. �' 9 •°°""°' o ' 7- Hand tighten each actuating bolt in a clockwise direction until contact is made between each wedge insert and the pipe OD. Continue tightening the actuating eke bolts in an alternate method (STAR • Y , ••l PATTERN) until all the break-off tops have • " • • • • been removed. Never tighten actuating ; t •• bolt more than 180 degrees before moving • •f to the next bolt. • Recommended Torque for actuating bolt— 75-90 ft-lbs for 3"—24", 115— 125 ft-lbs • for 30",36",42",48",400+/-5 ft-lbs for 54",60",64" SIGMA SEAL GASKET(MGS)is recommended for One-Lok sizes 30",36",42",48',54".60",64- 4 I SIGMA Corporation www.sigmaco.com Qualified Product List https:`Iwww,wsdot.wa.govibizzmats•'QPL.QPLPrint.cfm?Product_no=20,.. Engineer's addition (product review supporting documentation) Washington State `- October 19,2021 Qualified Product List Contractor Product Information Contractor: ' Contract No: _ Sub Contractor: Date: Bid Item: Manufacturer: Sigma Corporation - Auburn, WA Product Name: ONE-LOK SLDE Restraint Standard Spec : 9-30.2(6), Pipe - Water Distribution - Restrained Joints (to 16-inches) Product Description : Restraint for ductile iron pipe; 3-inch to 16-inch Product Restriction : Acceptance Code : 3102 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. If the Contract contains a Buy America clause, the PEO is responsible for acquiring a Certificate of Material Origin from the Contractor. Note 'Restrictions' when present. Last Updated : Jan 3, 2019 To be completed by the field inspector: Quantity: Verified By: Date: Iof1 10,19/2021, 11:18AM