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HomeMy WebLinkAbout7224 204th St NE_PWD2266_2025 12/17/25, 4:16 PM Pilchuck Village _water field change - Raelynn Jones - Outlook Outlook Pilchuck Village _water field change From Nova Heaton <NHeaton@arlingtonwa.gov> Date Fri 6/11/2021 1:49 PM To Andrew Mckinley <andrew@westedgedevelopment.com> Cc Kimberly Busteed <kimberly@cascadesurveying.com>; Launa Peterson <lpeterson@arlingtonwa.gov>; Raelynn Jones <rjones@arlingtonwa.gov>; Kevin Olander <kolander@arlingtonwa.gov>; Brian Grieve <bgrieve@arlingtonwa.gov>; Gus Tararan <gtararan@arlingtonwa.gov>; Mike Makela (North County) <mmakela@northcountyfireems.com> This is an FYI for a field change to the hydrant proposed on the south side of 204th in front of the development. That hydrant will be relocated per my very bad sketch below to the north side of the road. This has been approved by the fire and water departments. This is a field change and does not require a new set of plans. The new location should be reflected appropriately on the as-built drawings. Thank you, Nova Nova Heaton, P.E. City of Arlington Community & Economic Development 18204 59th Ave NE Arlington, WA 98223 nheaton@arlingtonwa.gov 360.403.3437 about:blank?windowId=SecondaryReadingPane2 1/1 City of Arlington Community & Economic Development January 17, 2023 Triple Creek Investments, LLC PO Box 430 Arlington, WA 98223 RE: Project Closeout Requirements Project Name: Pilchuck Village Project Address: 7116 204th Street NE Project No.: PWD-2266 Dear Andrew, Portions of the construction project are nearing completion. Prior to Certificate of Occupancy issuance for Buildings A, B, & C and performance bond #NWA2265 release, review and approval of all items related to the project closeout are required. 1. All punch list items shall be completed and approved (punch list attached); it is the responsibility of the Contractor to arrange reinspection of all punch list items. a. For all punch list items (except water and sewer); contact Brian Grieve for reinspection: i. 360-913-1396 or bgrieve@arlingtonwa.gov. b. For Water and Sewer Punch list items contact: i. Public Works Department: 360-403-3526 2. As-Built plans: a. Plans shall adhere to the Public Works Design and Construction Standard 1-11. b. Shall include all public and private infrastructure, and right of way improvements c. Submit one (1) full paper set along with the electronic format (PDF) d. AutoCAD files will be required with As-Built plan final approval 3. Bills of Sale (attached): a. For public water, sanitary sewer and stormwater drainage to the property line only b. Shall be submitted with As-Built plans 4. Easement / Right of Way Dedication: a. A 20-foot easement is required for any public water system on private property. b. Submittal of legal description and exhibit map by a Professional Engineer or Surveyor licensed in the state of Washington for easements and Right of Way Dedications i. All text shall be a minimum of 8-point font. ii. Avoid low contract colors and highlighting c. Right of Way Dedications require Council approval, which may extend the project closeout timeline. 5. Maintenance Bond: a. A 2-year maintenance bond is required. i. The City of Arlington maintenance bond form may be used; or ii. An Assignment of Funds b. Maintenance Bond Estimated Cost of Construction $222,622.50 x 20% = $ 44,524.50 Please feel free to reach out should you have any questions at 360-403-3551 or rjones@arlingtonwa.gov . Sincerely, Raelynn Jones Permit Technician Community & Economic Development 18204 59th Avenue NE, #B - Arlington, WA, 98223 - 360-403-3551 – www.arlingtonwa.gov From: Brian Grieve To: Hannah Hardwick Subject: Re: Pilchuck Village Maintenance Bond Date: Friday, September 19, 2025 1:10:19 PM Attachments: image001.png image002.png image003.png I don't have anything for Pilchuck. Brian From: Hannah Hardwick <hhardwick@arlingtonwa.gov> Sent: Wednesday, September 17, 2025 3:17 PM To: Gus Tararan <gtararan@arlingtonwa.gov>; Timm Sprague <tsprague@arlingtonwa.gov>; Joe Wilson <jwilson@arlingtonwa.gov>; Brian Grieve <bgrieve@arlingtonwa.gov> Cc: Krista Stewart <kstewart@arlingtonwa.gov> Subject: Pilchuck Village Maintenance Bond Hello, The maintenance bond is coming up for Pilchuck Village, PWD2266. Will you all please generate punch lists for the project? Sincerely, Hannah Hardwick Community & Economic Development, Fire Permit Technician II 18204 59th Ave NE, Arlington, WA 98223 O: 360.403.3549 hhardwick@arlingtonwa.gov | www.arlingtonwa.gov Note: Emails and attachments sent to and from the City of Arlington are public records and may be subject to disclosure pursuant to the Public Records Act. Sewer Punch List for Pilchuck Village 9/18/25 Manhole-6  Remove large chunk of concrete from the channel Manhole-7  Regrout around the pipes, seams, and risers under the lid  Replace the cracked manhole lid  Remove debris from the bottom of the manhole Note: All cleanout lids need to be bolted down From: Jesse Oman To: Hannah Hardwick; Krista Stewart; Thad Newport Cc: Gus Tararan Subject: Pilchuck village bond Date: Thursday, September 25, 2025 8:24:42 AM Attachments: image001.png All water Dept bond items are still good for Pilchuck Village. Thank You. Jesse W. Oman Water Distribution Specialist II City of Arlington (360) 913-1935 Note: Emails and attachments sent to and from the City of Arlington are public records and may be subject to disclosure pursuant to the Public Records Act. Pilchuck Village Punch List • Install 74th ADA Ramp • Complete open space/courtyard/playground areas along 71st and 74th • Install pavers between the sidewalk and the new back in parking along 204th • Raise the FDC on the east side of the development to the minimum 36” • Install downspouts along the front of the building fronting 204th • REQUEST – Paint the green PVC pipe for the building downspouts to match the downspouts. • Final Storm System Inspection • Clean up the ruts left in the property to the south where manlifts and other equipment have been performing work. See the photos below • Tightline roof drainage or divert it into the planter strip. See the photos below. • Remove Erosion Control Devices • Remove temporary fencing • Site cleanup Pilchuck Village Punch list 1/23/23 Saddle manhole-1  Clean asphalt from lid  Grout inside around ring and cover  Cut existing pipe flush with manhole wall and grout around pipe Manhole-4  Clean asphalt off of lid  Clean debris from channels and off the shelf Manhole-5  Clean asphalt off of lid  Clean debris from channels and off the shelf Manhole-2  Clean asphalt off of lid  Clean debris from channels and off the shelf  Find and raise the cleanout on the side sewer coming out of manhole 2. (near parking spots 153 & 152) no visible Cleanout ring and cover? Manhole-6  Clean asphalt off of lid  Clean debris from channel and shelf  Clean ladders  Clean asphalt off the cleanout ring and covers on side sewers out of MH-6 Cleanout-#4  Lid needs to be removable. Parking curb is on top of the lid. Manhole-7  Ring and cover need centered on the manhole  Clean the asphalt off of lid  Clean debris from the channel and shelf  Two of the three side sewer cleanout ring and covers need to have pipe centered so plug can easily be removed and reinstalled. Manhole-3  Clean asphalt from lid  Clean debris from channels, shelf, and ladders  Grout around pipes Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 1/12/2021 Pilchuck Village Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☐ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Erosion Control Yes Yes Crews are installing a construction entrance and setting up perimeter silt fencing. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 1/14/2021 Pilchuck Village Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☐ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Erosion Control Yes Yes Crews continue installing a construction entrances and setting up perimeter silt fencing. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 1/21/2021 Pilchuck Village Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☐ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Grading Yes N/A Crews are hauling away top soil. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 1/28/2021 Pilchuck Village Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☐ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Grading Yes N/A Crews continue with grading and hauling away top soil. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 2/8/2021 Pilchuck Village Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☐ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Staking Yes N/A Crews are staking utilities and building points proectwide. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 2/9/2021 Pilchuck Village Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☐ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Mobilizing equipment/Materials Yes Yes Crews have utility vaults and shoring boxes delivered on site in preparation of utility work. Staking N/A N/A Survey crews continue staking the site. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 2/11/2021 Pilchuck Village Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☐ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Top Soil Removal Yes N/A Crews resume removing top soil and hauling it off site. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 2/19/2021 Pilchuck Village Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☐ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Sewer line Yes N/A Crews are trenching for the sewer line on the south side of the development. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 2/22/2021 Pilchuck Village Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☐ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Sewer line Yes N/A Crews are tapping the sewer line on 71st. Public works is inspecting that work. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☒ - Yes ☐ - No Is the contractor maintaining the traffic control devices? ☒ - Yes ☐ - No ☐ - N/A CLOSURE TYPE APPROVED NOTES PLAN? Single lane flagged closure Yes Crews have one lane of 71st closed to tap the sewer line. TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 2/23/2021 Pilchuck Village Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☐ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Sewer line Yes N/A Crews continue tapping the sewer line on 71st. Public works is inspecting that work. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☒ - Yes ☐ - No Is the contractor maintaining the traffic control devices? ☒ - Yes ☐ - No ☐ - N/A CLOSURE TYPE APPROVED NOTES PLAN? Single lane flagged closure Yes Crews have one lane of 71st closed to tap the sewer line. TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 2/24/2021 Pilchuck Village Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☐ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Sewer line Yes Yes Crews continue tapping the sewer line on 71st. Public works is inspecting that work. Utility Trenching N/A N/A Crews are installing the utility trench on the south side of the development. Crews have set an electrical vault. PUD is inspecting that work. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☒ - Yes ☐ - No Is the contractor maintaining the traffic control devices? ☒ - Yes ☐ - No ☐ - N/A CLOSURE TYPE APPROVED NOTES PLAN? Single lane flagged closure Yes Crews have one lane of 71st closed to tap the sewer line. TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 2/25/2021 Pilchuck Village Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☐ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Sewer line Yes Yes Crews continue tapping the sewer line on 71st. Public works is inspecting that work. Building work N/A N/A Crews are staking a placing string lines for building foundations. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 3/1/2021 Pilchuck Village Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☐ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Sewer line Yes Yes Crews continue installing sewer line across the center of the development. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 3/2/2021 Pilchuck Village Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☐ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Sewer line Yes Yes Crews continue installing sewer line across the center of the development. Building Work N/A N/A Crews continue with building work. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 3/3/2021 Pilchuck Village Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☐ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Sewer line Yes Yes Crews continue installing sewer line across the center of the development. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 3/4/2021 Pilchuck Village Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☐ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Sewer line Yes Yes Crews continue installing sewer line across the center of the development. Public works inspecting that work. Electrical Lines N/A N/A Crews are installing electrical conduit. L&I is inspecting that work. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 3/8/2021 Pilchuck Village Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☐ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building Work N/A N/A Crews are working on building foundations on the south side of the development. Electrical Lines N/A N/A Crews are installing electrical conduit. L&I is inspecting that work. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Page 2 Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 3 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 3/11/2021 Pilchuck Village Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☐ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building Work N/A N/A Crews are working on building foundations on the south side of the development. Sewer line Yes N/A Crews continue installing the main sewer line through the center of the development. Public works is inspecting that work. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Page 2 Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 3 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 3/12/2021 Pilchuck Village Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☐ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building Work N/A N/A Crews are working on building foundations on the south side of the development. Sewer line Yes N/A Crews have finished backfilling the sewer trunk line and have are grouting the inside of the manholes. Public works in inspecting that work. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 6/14/2021 Pilchuck Village Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☐ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building Work N/A N/A Crews continue with building work. N/A N/A N/A Crews have backfilled water lines, sewer lines, and the drainage lines through the center of the projects. Kevin Olander and public works inspected that work. Crews are still installing water line on the northeast side of the project. There is currently a cut under 74th where a check valve and thrust block have been installed. See the photos below. TEMPORARY TRAFFIC CONTROL Page 2 Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 3 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 6/17/2021 Pilchuck Village Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☐ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building Work N/A N/A Crews continue with building work. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 6/21/2021 Pilchuck Village Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☐ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building Work N/A N/A Crews continue with building work. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 7/1/2021 Pilchuck Village Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☐ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Roadway Patch No Yes Crews have placed a pavement patch at the intersection of 74th and 204th where the new water connection was made. There is a void under the patch. I asked the crew if the patch is temporary or permanent, and they told me it was permanent. I informed the owner via email that the void beneath the curb and roadway will need to be properly backfilled when the pedestrian curb is installed at that intersection. They will need to cut back the HMA until there is no longer a void under the existing HMA. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 7/7/2021 Pilchuck Village Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☐ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building Work N/A N/A Building work only. No civil work to report. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 7/9/2021 Pilchuck Village Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☐ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building Work N/A N/A Building work only. No civil work to report. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 10/12/2021 Pilchuck Village Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☐ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Sewer Line Repair N/A N/A Crews are digging up sewer line to repair bellies between manholes. Public works is inspect that work. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 2/14/2022 Pilchuck Village Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☐ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Infiltration Trench Yes Yes Crews are installing Infiltration Trench on the center driving isle on the east end of the development. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 2/18/2022 Pilchuck Village Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☐ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Infiltration Trench Yes Yes Crews continue installing Infiltration Trench on the center driving isle on the east end of the development. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 2/22/2022 Pilchuck Village Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☐ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Infiltration Trench Yes Yes Crews are installing Infiltration Trench on the center driving isle on the wast end of the development. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 2/23/2022 Pilchuck Village Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☐ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Infiltration Trench Yes Yes Crews are backfilling the Infiltration Trench on the center driving isle on the west end of the development. Grading Yes Yes Crews are grading the area between 204th and the north buildings. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☐ - Yes ☒ - No Is the contractor maintaining erosion control BMPs? ☐ - Yes ☒ - No ☐ - N/A EROSION CONTROL ISSUE NOTES Inlet Protection The infiltration trenches are missing inlet socks. INSPECTOR COMMENTS None Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 4/8/2022 Pilchuck Village Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☐ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Sidewalk Yes Yes Crews are staking and preparing the base for the development sidewalks. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☐ - Yes ☒ - No Is the contractor maintaining erosion control BMPs? ☐ - Yes ☒ - No ☐ - N/A EROSION CONTROL ISSUE NOTES Inlet Protection The infiltration trenches are missing inlet socks. INSPECTOR COMMENTS None Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 4/12/2022 Pilchuck Village Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☐ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Driveway Yes Yes Crews are placing concrete for the western driveway into the development. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☐ - Yes ☒ - No Is the contractor maintaining erosion control BMPs? ☐ - Yes ☒ - No ☐ - N/A EROSION CONTROL ISSUE NOTES Inlet Protection The infiltration trenches are missing inlet socks. INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 4/15/2022 Pilchuck Village Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☐ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Driveway Yes Yes Crews are placing concrete for the western driveway into the development. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 4/21/2022 Pilchuck Village Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☐ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Grading Yes Yes Crews are grading and importing structural fill on the west half of the parking and driving areas in preparation of HMA paving. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 6/7/2022 Pilchuck Village Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☐ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Concrete Curb Yes Yes Crews are installing concrete curb. Flatwork Yes Yes Crews are forming concrete walkways along the north side of the development. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A Page 2 TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 3 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 6/10/2022 Pilchuck Village Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☐ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Concrete Curb Yes Yes Crews are installing concrete curb. Flatwork Yes Yes Crews are forming concrete walkways along the north side of the development. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A Page 2 TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 3 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 7/5/2022 Pilchuck Village Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☐ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Fine Grading Yes Yes Crews are fine grading the parking and driving areas around the buildings. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 March 17, 2021 Andrew W. McKinley Managing Member West Edge Development LLC PO Box 430 Arlington, WA 98223 Re: Notice of Non-Compliance Pilchuck Village Development Sewer Inspection Dear Mr. McKinley City of Arlington staff inspected the partially constructed sanitary sewer system at the Pilchuck Village Development on 3/17/2021. This letter is to inform you that portions of the inspected sanitary sewer system were found to be deficient and not in compliance with the following: 1. Pilchuck Villages Approved Construction Plans, 2. City of Arlington Design and Construction Standards and Specifications, Chapter 5, Sanitary Sewer. The deficiencies noted include ponding in the mainline and improperly installed side sewer connections. To correct the level of deficiencies observed the mainline will need to be re-laid and side sewers re-connected per City Standards. If the deficiencies noted in this morning’s inspection are not corrected to be in compliance with the Approved Construction Plans and with the Sanitary Sewer Construction Standards and Specifications, the Pilchuck Village Development sewer system will not be approved or accepted by the City of Arlington. Please feel free to contact me at 360.403.3512 if you have questions about this letter or if you would like to discuss a plan on how to correct the noted deficiencies. Sincerely, Ryan Morrison, PE City Engineer Attachments: Daily Inspection Report Video Inspection Report cc: Jim Kelly, PE, Public Works Director Nova Heaton, PE, Development Services Manager Andrew W. Mckinley 1/5/2021 January 15, 2021 Andrew McKinley West Edge Development, LLC PO Box 430 Arlington, WA 98223 RE: Coverage under the Construction Stormwater General Permit Permit number: WAR309743 Site Name: Pilchuck Village Location: South of 204th St NE Arlington County: Snohomish Disturbed Acres: 4.26 Dear Andrew McKinley: The Washington State Department of Ecology (Ecology) received your Notice of Intent for coverage under Ecology’s Construction Stormwater General Permit (CSWGP). This is your permit coverage letter. Your permit coverage is effective January 15, 2021. Retain this letter as an official record of permit coverage for your site. You may keep your records in electronic format if you can easily access them from your construction site. You can get the CSWGP, permit forms, and other information at www.ecology.wa.gov/eCoverage- packet. Contact your Permit Administrator, listed below, if you want a copy of the CSWGP mailed to you. Please read the permit and contact Ecology if you have any questions. Electronic Discharge Monitoring Reports (WQWebDMR) This permit requires you to submit monthly discharge monitoring reports (DMRs) for the full duration of permit coverage (from the first full month of coverage to termination). DMRs must be submitted electronically using Ecology’s secure online system, WQWebDMR. To sign up for WQWebDMR go to www.ecology.wa.gov/programs/wq/permits/paris/webdmr.html. If you have questions, contact the portal staff at (360) 407-7097 (Olympia area), or (800) 633-6193/option 3, or email WQWebPortal@ecy.wa.gov. Andrew McKinley January 15, 2021 Page 2 Appeal Process You have a right to appeal coverage under the general permit to the Pollution Control Hearing Board (PCHB). Appeals must be filed within 30 days of the date of receipt of this letter. Any appeal is limited to the general permit’s applicability or non-applicability to a specific discharger. The appeal process is governed by chapter 43.21B RCW and chapter 371-08 WAC. “Date of receipt” is defined in RCW 43.21B.001(2). For more information regarding your right to appeal, go to https://apps.ecology.wa.gov/publications/summarypages/1710007.html to view Ecology’s Focus Sheet: Appeal of General Permit Coverage. Ecology Field Inspector Assistance If you have questions regarding stormwater management at your construction site, please contact your Regional Inspector, Luis Buen Abad of Ecology’s Northwest Regional Office in Bellevue at luis.buenabad@ecy.wa.gov or (425) 649-4485. Questions or Additional Information Ecology is here to help. Please review our web page at www.ecology.wa.gov/constructionstormwaterpermit. If you have questions about the Construction Stormwater General Permit, please contact your Permit Administrator, Miya Spratt at miya.spratt@ecy.wa.gov, or (360) 407-6442. Sincerely, Jeff Killelea, Acting Manager Program Development Services Section Water Quality Program MATERIAL APPROVAL SUBMITTAL Form Approved OMB No 9000-0062 (See Instructions on Reverse) Expires May 31, 2005 Public reporting burden for this collection of information is estimated to average 20 minutes per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of information, including suggestions for reducing this burden to the Department of Defense, Washington Headquarters Services, Directorate for Information Operations and Reports, 1215 Jefferson Davis Highway, Suite 1204, Arlington VA 22202-4302, and to the Office of Management and Budget, Paperwork Reduction Project OMB No 9000-0062, Washington DC 20503. Please DO NOT RETURN your form to either of these addresses. Send your completed form to: SAF/AQCP, 1060 Air Force Pentagon, Washington DC 20330-1060. TO: (Contracting Officer) FROM: (Contractor) DATE (YYYYMMDD) CONTRACT NUMBER SUBMISSION NUMBER SUBMITTAL NEW RESUBMITTAL PREVIOUS SUBMISSION NUMBER PROJECT NUMBER TO BE COMPLETED BY CONTRACTOR FOR GOVERNMENT USE ONLY ITEM SPECIFICATION SECTION/ DESCRIPTION OF MATERIAL AP- DISAP- SEE NO. PARA NO./DRAWING NO. (Include Type, Model Number, Catalog Number, Mfg., etc.) PROVED PROVED REVERSE INITIAL BY COMPLETING THIS FORM, THE UNDERSIGNED CONTRACTOR CERTIFIES THAT THE MATERIAL COMPLIES WITH ALL SPECIFICATIONS OF SUBJECT CONTRACT. DATE (YYYYMMDD) TYPE OR PRINT NAME AND TITLE SIGNATURE FOR GOVERNMENT USE ONLY TO: (Base Civil Engineering Officer) For Evaluation and Action DATE(YYYYMMDD) TYPE OR PRINT NAME AND GRADE SIGNATURE TO: (AF Contracting Office) RECOMMEND APPROVAL DISAPPROVAL AS INDICATED ABOVE AND SUBJECT TO ANY APPLICABLE COMMENTS ON THE REVERSE DATE(YYYYMMDD) TYPE OR PRINT NAME AND GRADE SIGNATURE TO: (Contractor) DISAPROVED AS INDICATED ABOVE AND SUBJECT TO ANY APPLICABLE COMMENTS ON THE REVERSE SIDE. REQUEST APPROVED RESUBMITTAL ON DISAPPROVED ITEMS WITHIN DAYS OF DATE SHOWN BELOW. DATE(YYYYMMDD) TYPE OR PRINT NAME AND GRADE SIGNATURE AF IMT 3000, 20030901, V1 PREVIOUS EDITION IS OBSOLETE. COMMENTS (Number to correspond with applicable Item Number on reverse) INSTRUCTIONS TO CONTRACTORS 1. The term "material" is defined as articles, supplies, raw materials, equipment, parts, components, and end items that are to be incorporated into the work required by the contract. 2. This form is to be used by contractors for submitting Shop Drawings, Equipment Data, Manufacturer's Literature and Certificates and samples of Materials to the Government for approval in accordance with the provisions of this contract. Unless otherwise specified, it is to be prepared in 4 copies, signed, and provided to the contracting officer with appropriate attachments. 3. Item(s) to be approved will be clearly tabbed or identified. Data pertaining to item(s) to be approved will be clearly identified or tabbed, particularly where documents are voluminous, in order to properly evaluate the materials or articles to be incorporated in the work. Each attachment will be numbered to correspond with the item number shown on the face of this form. 4. Requests submitted shall be numbered consecutively, by contract, in the space entitled "Submission No.". This number, in addition to the Contract No., will be used to identify each Material Approval Submittal. Resubmissions will be indicated in the appropriate block and the insertion of previous submission number and data in addition to a new submission number. A single submission should be used for all work of a section of the specifications, but in NO instance should the submission include work for more than one (1) contract. Submittals requiring priority handling will be submitted by separate submittal using the form and so marked across the face of the form. 5. This Material Approval Submittal is not valid unless it is signed by the contracting officer. This approval is required as called for by the contracting officer under the terms of this contract. AF IMT 3000, 20030901, V1 (REVERSE) JCM 412 Fabricated Carbon Steel Tapping Sleeves Built-in benefits make these heavy fabricated steel sleeves increasingly popular for making larger taps on all types of pipe. By placing the design emphasis on eliminating problems inherent with older pipe and field installations, JCM 412 Tapping Sleeves have taken the complexity out of tapping larger pipe. Built in range assures proper fit on more than one Alignment recess for aligning Corrosion resistant, high class of pipe - reducing inventory requirements and sleeve and tapping valve. strength low alloy bolts and nuts. Optional Stainless the chance of not having the right size sleeve. Steel. Ease of assembly eliminates extra equipment, time Test Plug 3/4” NPT (stainless and specially trained personnel. steel in the Epoxy Coated tapping sleeve). Ready availability means taps can be made without long delays - even taps on special sizes of pipe - or services requiring high pressure flanges. Direct reinforcement of the pipe by the sleeve eliminates flexing or deflection of pipe opposite the tap. Less weight than heavy cast iron sleeves reduces the load on the pipe. Most important, JCM 412 Tapping Sleeves assure Broad cross section gasket set Heavy steel sleeve a safe dependable tap. A large gasket cross in retaining cavity. with built-in range section provides a positive initial seal which reinforces pipe - increases with increases in line pressure. eliminates deflection possibility. MATERIAL SPECIFICATIONS - JCM 412 FABRICATED TAPPING SLEEVE Body: ASTM A285 Grade C or ASTM A-36 Steel Bolts: Corrosion Resistant, high strength low alloy (AWWA C-111, ANSI A21.11). Optional Stainless Steel 18-8 Type 304. Flange: AWWA C207 Class D, ANSI 150lb. Drilling, recessed for tapping valve MSS-SP60. Other flanges and outlets 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 -40oF to 212oF (-40oC - 100oC) Gasket suitable for water, salt solutions, mild acids, bases, and sewage. Optional gasket materials available. Finish: Heavy coat of corrosion resistant metal primer. Optional Fusion Epoxy Coating available. Service Rating: 4” to 12” Outlets: 175 PSI. Higher service rating available for specific applications and sizes. JCM Industries Tapping Sleeves meet or exceed the ANSI/AWWA C-223 and the MSS-SP 124 Standards as applicable. 412 TAPPING SLEEVE DIMENSIONS Flange A B C D E F Size* 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 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 3/4 12 24 5-3/4 13-1/16 12-1/4 12 3/4 For outlets 14” and larger the manufacturer of the tapping valve must be specified to assure proper alignment recess dimension. Size on size tapping sleeve requires 1/2” undersize cutter to assure proper cutter clearance and complete severance of the coupon. On nominal pipe size 07.45 and smaller dimension D is 6-1/8”. On nominal pipe sizes 07.45 and smaller dimensions: E = 8, F= 5/8” JCM 412 Fabricated Carbon Steel Tapping Sleeves NOM. APPR. SLEEVE CATALOG NUMBER OUTLET PIPE WT. O.D. RANGE X SIZES SIZE EACH (IN.) ANY OUTLET AVAILABLE (IN.) (LBS.) 6.63 (SEE 422) 6.83 - 7.16 412-0690 X 3 74 6** 7.05 - 7.40 412-0720 X 4 76 7.40 - 7.73 412-0745 X 6 82 8.63 (SEE 422) X 3 83 8.98 - 9.37 412-0905 X 4 85 8 9.27 - 9.69 412-0940 X 6 88 X 8 118 9.83 - 10.25* 412-1000 X 3 90 10.64 - 10.86 412-1075 X 4 92 10 11.03 - 11.47 412-1110 X 6 96 11.36 - 11.80 412-1140 X 8 125 11.76 - 12.24 412-1200 X 10 168 X 3 98 12.62 - 12.88 412-1275 X 4 100 13.13 - 13.60 412-1320 X 6 104 12 13.60 - 14.09 412-1392 X 8 140 14.08 - 14.56 412-1420 X 10 176 X 12 216 X 3 113 14.59 - 15.08 412-1475 X 4 115 15.23 - 15.80 412-1530 X 6 116 14 15.73 - 16.22 412-1600 X 8 150 16.30 - 16.73 412-1650 X 10 190 X 12 220 X 3 113 16.74 - 17.26 412-1684 X 4 115 17.33 - 17.87 412-1740 X 6 120 16 17.88 - 18.43 412-1800 X 8 162 18.62 - 19.19 412-1875 X 10 210 X 12 230 X 3 120 18.87 - 19.45 412-1920 X 4 122 19.41 - 20.01 412-1950 X 6 126 18 20.00 - 20.60 412-2000 X 8 180 20.29 - 20.94 412-2050 X 10 240 20.93 - 21.57 412-2130 X 12 245 21.51 - 22.15 412-2160 X 3 131 22.16 - 22.81 412-2254 X 4 133 22.78 - 23.45 412-2294 X 6 140 20 23.46 - 24.16 412-2400 X 8 185 24.15 - 24.85 412-2450 X 10 245 24.82 - 25.52 412-2502 X 12 255 X 3 143 25.71 - 26.41 412-2580 X 4 143 26.55 - 27.25 412-2715 X 6 160 24 27.26 - 27.96 412-2746 X 8 215 28.14 - 28.84 412-2834 X 10 280 X 12 312 X 3 163 X 4 165 29.78 - 30.48 412-3000 X 6 175 30 30.48 - 31.18 412-3075 X 8 226 31.52 - 32.22 412-3200 X 10 295 X 12 310 Pipe sizes 72” and larger available upon request *These sizes not available with size on size outlets. **These sizes incorporate (8) - 5/8 bolts. For size on size outlets a 1/2” undersize shell cutter is required. Larger Sizes: For outlets 14” and larger, the tapping valve to be used must be specified to assure proper alignment recess dimension. JCM 412 Tapping Sleeves furnished with test plugs unless otherwise specified. A A 5.75 5.19 24.00 7.00 6.00 .50 7.50 8.00 8.75 UNLESS OTHERWISE SPECIFIED: .DIMENSIONS ARE IN INCHES 24" VALVE BOX BASE #940 TOLERANCES: SECTION A-A 34 LBS FRACTIONAL: 0.06 SIP Industries/Serampore Approx. Wt.: DECIMAL: 0.031 2900 Patio Drive ANGLES: 1° Approx. OPen Area.: IN² DRAFT ANGLES: 2° 1° Houston, TX 77017 MATERIAL NAME DATE U.S.A. Gray Iron Per ASTM A48 DRAWN Ph:(713)-923-6111; Fax:(713)-923-6114 Class 30B Mrinal 08/09/16 PROPRIETARY AND CONFIDENTIAL COMMENTS: THE INFORMATION CONTAINED IN THIS FINISH SIZE DWG. NO. REV DRAWING IS THE SOLE PROPERTY OF SIP INDUSTRIES/SERAMPORE. ANY 7100B24 REPRODUCTION IN PART OR AS A WHOLE REV DESCRIPTION DATE A WITHOUT THE WRITTEN PERMISSION OF SIP INDUSTRIES/SERAMPORE IS REVISION DO NOT SCALE DRAWING PROHIBITED. SCALE: 1:8 SHEET 1 OF 1 5 4 3 2 1 A .93 1" HIGH LETTER 6.75 1.38 .88 .63 5.00 5.63 .63 A .13 2.00 6.75 SECTION A-A .63 UNLESS OTHERWISE SPECIFIED: WATER LID FOR #940 VALVE BOX, .DIMENSIONS ARE IN INCHES DEEP SKIRT TOLERANCES: 12 LBS FRACTIONAL: 0.06 SIP Industries/Serampore Approx. Wt.: DECIMAL: 0.031 2900 Patio Drive ANGLES: 1° Approx. Open Area.: IN² DRAFT ANGLES: 2° 1° Houston, TX 77017 MATERIAL NAME DATE U.S.A. Gray Iron Per ASTM A48 DRAWN Ph:(713)-923-6111; Fax:(713)-923-6114 Class 30B Mrinal 08/09/16 PROPRIETARY AND CONFIDENTIAL COMMENTS: THE INFORMATION CONTAINED IN THIS FINISH SIZE DWG. NO. REV DRAWING IS THE SOLE PROPERTY OF SIP INDUSTRIES/SERAMPORE. ANY 7100LWDS REPRODUCTION IN PART OR AS A WHOLE REV DESCRIPTION DATE A WITHOUT THE WRITTEN PERMISSION OF SIP INDUSTRIES/SERAMPORE IS REVISION DO NOT SCALE DRAWING PROHIBITED. SCALE: 1:4 SHEET 1 OF 1 5 4 3 2 1 A A 8.13 7.00 .75 1.13 1.06 11.75 18.00 .50 6.13 6.63 7.19 9.25 SECTION A-A UNLESS OTHERWISE SPECIFIED: .DIMENSIONS ARE IN INCHES 18" VALVE BOX TOP FOR #940 TOLERANCES: 35 LBS FRACTIONAL: 0.06 SIP Industries/Serampore Approx. Wt.: DECIMAL: 0.031 2900 Patio Drive ANGLES: 1° Approx. Open Area.: IN² DRAFT ANGLES: 2° 1° Houston, TX 77017 MATERIAL NAME DATE U.S.A. Gray Iron Per ASTM A48 DRAWN Ph:(713)-923-6111; Fax:(713)-923-6114 Class 30B Mrinal 08/09/16 PROPRIETARY AND CONFIDENTIAL COMMENTS: THE INFORMATION CONTAINED IN THIS FINISH SIZE DWG. NO. REV DRAWING IS THE SOLE PROPERTY OF SIP INDUSTRIES/SERAMPORE. ANY 7100T18 REPRODUCTION IN PART OR AS A WHOLE REV DESCRIPTION DATE A WITHOUT THE WRITTEN PERMISSION OF SIP INDUSTRIES/SERAMPORE IS REVISION DO NOT SCALE DRAWING PROHIBITED. SCALE: 1:8 SHEET 1 OF 1 5 4 3 2 1 MCWANE DUCTILE IRON PIPE Boltless restrained joint systems • Multiple design options available from 3”–36” • Fast and easy installation • 350 psi pressure rating • Independently tested mcwaneductile.com SURE STOP® GASKET FOR TYTON® JOINT JOINT DEFLECTION CHART Size In. Rating psi Deflection Degrees 3 350 5 4 350 5 6 350 5 8 350 5 10 350 5 PUSH-ON JOINT PIPE 12 350 5 Maximum Allowable Joint Deflection 14 350 4 Pipe Y-Maximum X Deflection Approximate Radius in ft. of 16 350 4 Size Joint Deflection in Inches Curve Produced by Succession 18 350 4 In. in Degrees 18 ft. Length of Joints 18 ft. Length 20 350 2.5 3 5° 19 205 24 350 2.5 4 5° 19 205 SURE STOP 350® GASKETS are SURE STOP 350® GASKETS 6 5° 19 205 available in sizes 3 in. – 24 in., and are NSF 61 approved, UL listed, 8 5° 19 205 with a rating of 350 psi they will and FM approved. 10 5° 19 205 meet or exceed the capabilities of 12 5° 19 205 ductile iron pipe, valves, and fittings. FM Rating: 4 in. – 6 in. = 250 psi 18 in. –24 in. = 200 psi 14 5° 19 205 16 5° 19 205 APPLICATION NOTES 18 5° 19 205 1. For ductile iron applications utilizing TYTON® pipe, vales, and fittings made to 20 5° 19 205 AWWA specifications. 24 5° 19 205 2. In cold weather assembly maintain the temperature of the gasket above 40° F. 30 5° 19 205 3. The socket of the joint should be clean and free of debris or significant corrosion. 36 4° 15 260 4. Gasket should be properly seated in the bell socket. 5. Keep the pipe and joint in alignment during assembly. If installed out of alignment, MAXIMUM DEFLECTION FOR FULL LENGTH PIPE the gasket can be pushed out of position, creating the potential for leaks or failure. 6. If deflection is wanted in the joint, deflect before fully inserting the joint. 7. Some extension of the joint will occur when pressurized. To avoid this, the joint should be pulled out after assembly to “set” the stainless steel teeth in the inserted pipe. 8. Once assembled, the joint can be disassembled using steel shims. MECHANICAL JOINT PIPE Maximum Allowable Joint Deflection 9. When cut pipe is used, the following steps are required: Approximate Radius in a. Ensure that the spigot end is properly beveled Pipe Y-Maximum X Deflection ft. of Curve Produced by b. Mark the joint depth on the spigot so it is clear when the joint is fully inserted. Size Joint Deflection in Inches Succession of Joints In. in Degrees 18 ft. Length c. Ensure that the pipe meets the required dimensional tolerances. 18 ft. Length 10. Do not reuse SURE STOP 350® GASKETS, as they may have been damaged during 6 7°–7’ 27 145 any previous installation or during removal. 8 5°–21’ 20 195 11. Do not use SURE STOP 350® GASKETS to conduct electricity through the pipe 10 5°–21’ 20 195 joint, as they could be damaged and fail. 12 5°–21’ 20 195 ® 14 3°–35’ 13.5 285 12. Do not use SURE STOP 350 GASKETS in above ground applications. 16 3°–35’ 13.5 285 13. Do not use SURE STOP 350® GASKETS with thick coating on the pipe exterior. 18 3°–0’ 11 340 14. If SURE STOP 350® GASKETS are used in straight casings, you must pull the pipe 20 3°–0’ 11 340 through the casing. Do not push the pipe. 24 2°–23’ 9 450 TABLE 1: SUITABLE PIPE DIAMETERS FOR FIELD CUTS AND RESTRAINED JOINT FIELD CUT PIPE FIELD FABRICATION When pipe is cut in the field, the cut end may be readily conditioned so that it can be used to Pipe Size Min. Pipe Max. Pipe Min. Pipe Max. Pipe In. Diameter In. Diameter In. Circumference In. Circumference In. make up the next joint. The outside of the cut end should be beveled about 1/4 –inch at an 3 3.9 4.02 12-1/4 12-5/8 angle of about 30 degrees (Figure 1). This can be 4 4.74 4.86 14-29/32 15-9/32 quite easily done with a coarse file or a portable 6 6.84 6.96 21-1/2 21-7/8 8 8.99 9.11 28-1/4 28-5/8 grinder. The operation removes any sharp, rough Figure 1 10 11.04 11.16 34-11/16 35-1/16 edges which otherwise might damage the gasket. 12 13.14 13.26 41-9/32 41-21/32 14 15.22 15.35 47-13/16 48-7/32 When ductile iron pipe 14 in. and larger is to be cut in the field, the material should 16 17.32 17.45 54-13/32 54-13/16 be ordered as “GAUGED FULL LENGTH”. Pipe that is “gauged full length” is specially 18 19.42 19.55 61 61-13/32 marked to avoid confusion. The ANSI/AWWA standard for ductile iron pipe requires 20 21.52 21.65 67-19/32 68 factory gauging of the spigot end. Accordingly, pipe selected for field cutting should 24 25.72 25.85 80-13/16 81-7/32 also be field gauged in the location of the cut and found to be within the tolerances 30 31.94 32.08 100-11/32 100-25/32 shown in Table 1. In the field, a mechanical joint gland can be used as a gauging device. 36 38.24 38.38 120-1/8 120-9/16 Above Table Based on ANSI/AWWA C151/A21.51 Guidelines for Push-On Joints. THE BACKHOE METHOD OF ASSEMBLY A backhoe may be used to assemble pipe of intermediate and larger sizes. The plain end of the pipe should be carefully guided by hand into the bell of the mcwaneductile.com previously assembled pipe. The bucket of the backhoe may then be used to push the pipe until fully seated. A timber header should be used between the pipe and backhoe bucket to avoid damage to the pipe. TYTON® JOINT PIPE MECHANICAL JOINT PIPE Tyton® Joint Pipe Outside Pipe Size *Dimensions In. Thickness In. Diameter In. From To In. A B Pipe Gland** Outside 3 .25 .40 3.96 5.80 3.00 Pipe Thickness *Dimensions In. Bolts Bell Bolts Diameter 4 .25 .41 4.80 7.10 3.15 Size In. Weight Gasket 6 .25 .43 6.90 8.63 3.38 In. Lb. Weight Size Length 8 .25 .45 9.05 10.94 3.69 From To In. B J K1 K2 No. Lb. In. In. 10 .26 .47 11.10 13.32 3.75 3 .25 .40 3.96 2.50 6.19 7.62 7.69 4 5/8 3 11 7 12 .28 .49 13.20 15.06 3.75 14 .28 .51 15.30 17.80 5.00 4 .26 .41 4.80 2.50 7.50 9.06 9.12 4 3/4 3-1/2 16 10 16 .30 .52 17.40 19.98 5.00 6 .25 .43 6.90 2.50 9.50 11.06 11.12 6 3/4 3-1/2 18 16 18 .31 .53 19.50 22.00 5.00 8 .27 .45 9.05 2.50 11.75 13.31 13.37 6 3/4 4 24 25 20 .33 .54 21.60 24.12 5.25 10 .29 .47 11.10 2.50 14.00 15.62 15.62 8 3/4 4 31 30 24 .33 .56 25.80 28.43 5.50 30 .34 .63 32.00 35.40 6.55 12 .31 .49 13.20 2.50 16.25 17.88 17.88 8 3/4 4 37 40 36 .38 .73 38.30 41.84 7.00 14 .33 .51 15.30 3.50 18.75 20.25 20.25 10 3/4 4-1/2 61 45 *Nominal laying length is 18 ft. 16 .34 .52 17.40 3.50 21.00 22.50 22.50 12 3/4 4-1/2 74 55 18 .35 .53 19.50 3.50 23.25 24.75 24.75 12 3/4 4-1/2 85 65 20 .36 .54 21.60 3.50 25.50 27.00 27.00 14 3/4 4-1/2 98 85 24 .38 .56 25.80 3.50 30.00 31.50 31.50 16 3/4 5 123 105 * Nominal laying length is 18 ft. ** Weight shown for regular grey cast iron follower gland, corton bolts and rubber gasket. STANDARD DIMENSIONS AND WEIGHTS OF BALL AND SOCKET JOINT PIPE 3” THROUGH 36” PUSH-ON JOINT DUCTILE IRON PIPE Pipe Pressure Nominal Wt. of Tyton® Joint Size Class Thickness OD* Barrel Wt. Per Avg. Wt. In. Per Ft. Wt. of Lgth.† Per Ft.‡ In. psi In. Bell Lb. † Lb. Lb. Lb. 15° Max. T 3 350 0.25 3.96 8.90 7.00 185 9.20 4 350 0.25 4.80 10.90 9.00 225 11.30 A 6 350 0.25 6.90 16.00 11.00 300 16.60 B 8 350 0.25 9.05 21.10 17.00 395 22.00 10 350 0.26 11.10 27.10 24.00 510 28.40 Thickness A B Full Length Weight - Lb.** Safe 12 350 0.28 13.20 34.80 29.00 655 36.40 Pipe End 250 0.28 15.30 40.40 45.00 770 42.90 Size Under Water Class Pipe Retainer As Pull 14 300 0.30 15.30 43.30 45.00 825 45.80 In. T (A21.51) O.D. O.D. Shipped Full of Full of Lb. 350 0.31 15.30 44.70 45.00 850 47.20 Air Water 250 0.30 17.40 49.30 54.00 940 52.30 6 55 .40 6.90 13.88 545 240 465 50,000 16 300 0.32 17.40 52.50 54.00 1000 55.50 8 55 .42 9.05 16.63 770 240 655 70,000 350 0.34 17.40 55.80 54.00 1060 58.80 10 55 .44 11.10 19.13 1005 220 860 95,000 250 0.31 19.50 57.20 59.00 1090 60.50 12 55 .46 13.20 22.00 1270 155 1080 120,000 18 300 0.34 19.50 62.60 59.00 1185 65.90 14 56 .51 15.30 24.50 1655 160 1410 145,000 350 0.36 19.50 66.20 59.00 1250 69.50 16 56 .52 17.40 27.00 1990 45 1685 165,000 250 0.33 21.60 67.50 74.00 1290 71.60 56 .53 2375 -70 2015 20 300 0.36 21.60 73.50 74.00 1395 77.60 18 19.50 30.00 195,000 58* .59 2560 110 2170 350 0.38 21.60 77.50 74.00 1470 81.60 56 .54 2810 -200 2375 200 0.33 25.80 80.80 95.00 1550 86.10 20 21.60 32.75 210,000 59* .63 3110 100 2635 250 0.37 25.80 90.50 95.00 1725 95.80 24 56 .56 3700 -620 3110 300 0.40 25.80 97.70 95.00 1855 103.00 24 25.80 38.25 260,000 62* .74 4415 95 3715 350 0.43 25.80 104.90 95.00 1985 110.20 58 .71 5855 -900 4920 150 0.34 32.00 103.50 139.00 2000 111.20 30 32.00 46.25 335,000 61* .83 6435 -180 5360 200 0.38 32.00 115.50 139.00 2220 123.20 57 .78 8145 -1300 6880 30** 250 0.42 32.00 127.50 139.00 2435 135.20 36 38.30 54.25 400,000 59* .88 8725 -725 7330 300 0.45 32.00 136.50 139.00 2595 144.20 350 0.49 32.00 148.40 139.00 2810 156.10 * Thickness required to overcome buoyancy. 150 0.38 38.30 138.50 184.00 2675 148.70 ** Weights listed are for 18’– 0” laying lengths. Nominal full lengths vary by size. 200 0.42 38.30 152.90 184.00 2935 163.10 Pipe, Bell, Ball and Retainer are ductile iron. 36** 250 0.47 38.30 170.90 184.00 3260 181.10 Dimensions and weights are subject to manufacturing tolerances. 6 in. – 24 in. pressure rating: 350 psi 300 0.51 38.30 185.30 184.00 3520 195.50 30 in. – 36 in. pressure rating: 250 psi 350 0.56 38.30 203.20 184.00 3840 213.40 † Including bell; calculated weight of pipe rounded off to the nearest 5 lb. ‡ Including bell; average weight per foot, based on calculated weight of pipe before rounding. * Tolerances of OD of spigot end: 3 –12 in. = +0.06 in. & -0.06 in. ; 14–24 in. = +0.05 in. & -0.08 in. ; 30 – 36 in. = +0.08 in. & -0.06 in. ** Fastite® Joint TR FLEX® RESTRAINED JOINT PIPE THRUST-LOCK™ BOLTLESS RESTRAINED JOINT PIPE C B A C B A 4”–24” Thrust-Lock™ Boltless Restrained Joint *Pressure Deflection A B C Pipe Size In. Rating Inches Spigot psi Degrees Pipe O.D. Bell O.D. in 18ft Socket C 6 350 4 15 6.90 10.187 5.01 BA 30”–36” 8 350 4 15 9.05 13.187 5.57 10 350 4 15 11.10 15.187 5.88 C 12 350 4 15 13.20 17.250 6.13 BA A B C # of 14 350 4 15 15.30 20.625 7.63 *Pressure # of D.I. Max Pipe Rating Locking Rubber Deflection Pullout 16 350 4 15 17.40 22.375 7.88 Size In. PIPE Segments psi In. In. In. Segments Degrees 18 350 4 15 19.50 25.125 8.13 Retainers 20 350 4 15 21.60 27.250 8.38 4 350 4.80 7.25 4.84 2 1 5 0.03 24 350 4 15 25.80 31.562 8.63 6 350 6.90 9.52 5.27 2 1 5 0.04 30 250 2 7 32.00 39.06 10.53 8 350 9.05 11.93 5.82 2 1 5 0.04 *The THRUST-LOCK™ Restrained Joint has a working pressure rating equivalent to the working 10 350 11.10 14.37 6.03 2 1 5 0.05 pressure rating of the parent pipe with a maximum working pressure rating of 350 psi for 6 in. 12 350 13.20 16.68 6.30 4 2 5 0.06 through 24 in. and 250 psi for 30 in. 14 350 15.30 19.16 7.75 4 2 3-1/4 0.05 NOTE: These deflections are based on joints with nominal dimensions. 16 350 17.40 21.46 7.95 4 2 3-1/4 0.05 18 350 19.50 23.76 8.19 4 2 3 0.05 RATED WORKING PRESSURE AND MAXIMUM DEPTH OF COVER 20 350 21.60 26.04 8.40 4 2 2-1/2 0.05 Laying Conditions 24 350 25.80 30.61 8.86 8 4 2-1/4 0.05 Pipe *Pressure Nominal 30 250 32.00 36.88 10.28 8 4 1-3/4 0.05 Size Rating Thickness Type 1 Type 2 Type 3 Type 4 Type 5 36 250 38.30 43.85 10.87 8 4 1-1/2 0.05 In. psi In. Trench Trench Trench Trench Trench *The TR FLEX® Restrained Joint has a working pressure rating equivalent to the working Maximum depth of cover ‡–ft pressure rating of the parent pipe with a maximum working pressure rating of 350 psi for 4 in. 3 350 0.25 78 88 99 100§ 100§ through 24 in. and 250 psi for 30 in. through 36 in. 4 350 0.25 53 61 69 85 100§ NOTE: These deflections are based on joints with nominal dimensions. 6 350 0.25 26 31 37 47 65 8 350 0.25 16 20 25 34 50 SUPER-LOCK® RESTRAINED JOINT PIPE 10 350 0.26 11** 15 19 28 45 12 350 0.28 10** 15 19 28 44 250 0.28 †† 11** 15 23 36 TYTON® JOINT PIPE 14 300 0.30 †† 13 17 26 42 Sizes 6”–24” 350 0.31 †† 14 19 27 44 FASTITE® JOINT PIPE 250 0.30 †† 11** 15 24 34 30” Size 16 300 0.32 †† 13 17 26 39 350 0.34 †† 15 20 28 44 250 0.31 †† 10** 14 22 31 18 300 0.34 †† 13 17 26 36 350 0.36 †† 15 19 28 41 B 250 0.33 †† 10 14 22 30 A 6”–30” 20 300 0.36 †† 13 17 26 35 350 0.38 †† 15 19 28 38 200 0.33 †† 8** 12 17 25 Deflection A B 250 0.37 †† 11 15 20 29 *Pressure 24 Pipe Rating 300 0.40 †† 13 17 24 32 Size In. Inches Pipe Retainer psi Degrees 350 0.43 †† 15 19 28 37 in 18ft O.D. O.D. 150 0.34 †† -- 9 14 22 6 350 4 15 6.90 11.75 200 0.38 †† 8** 12 16 24 8 350 4 15 9.05 14.38 30 250 0.42 †† 11 15 19 27 10 350 4 15 11.10 16.75 300 0.45 †† 12 16 21 29 12 350 4 15 13.20 19.13 350 0.49 †† 15 19 25 33 14 350 3 11 15.30 21.75 150 0.38 †† -- 9 14 21 16 350 3 11 17.40 24.00 200 0.42 †† 8** 12 15 23 18 350 3 11 19.50 26.38 36 250 0.47 †† 10 14 18 25 20 350 3 11 21.60 28.63 300 0.51 †† 12 16 20 28 24 350 3 11 25.80 33.75 350 0.56 †† 15 19 24 32 30 250 3 11 32.00 40.13 ‡ An allowance for a single H-20 truck with 1.5 impact factor is included for all depths of cover. * In the 14 in. and larger sizes, pressure rating is limited to the rating of the pipe barrel § Calculated maximum depth of cover exceeds 100 ft. (30.5 m). ** Minimum allowable depth of cover is 3 ft. (0.9 m). thickness selected. †† For pipe 14 in. (350 mm) and larger, consideration should be given to the use of laying Dimensions subject to manufacturing tolerances. conditions other than Type 1. TYTON® AND FASTITE® PUSH-ON JOINTS TR FLEX® RESTRAINED JOINT ASSEMBLY INSTRUCTIONS ASSEMBLY INSTRUCTIONS Step 1. Thoroughly clean out the bell with special attention to the gasket Step 1. (4”– 10”) Lay pipe such that one of the bell slots is accessible. recess. Remove any foreign material or excess paint. Clean the spigot (12”– 20”) Lay pipe such that both of the bell slots are accessible, in the horizontal or beveled plain end and remove any sharp edges with a standard file. position if possible. (24”– 36”) Lay pipe such that all four of the bell slots are accessible, in the diagonal Step 2. After making sure that the correct gasket is being used, insert it into position if possible. the recess in the bell with the small end of the gasket facing the bell face. Step 2. Clean the bell socket and insert gasket. Step 3. Apply lubricant to the inside surface of the gasket, making sure that Step 3. Clean the spigot end to the assembly stripes. the entire surface is coated. Apply a generous coating of lubricant to the beveled portion of the plain end. Step 4. Lubricate the exposed surface of the gasket and pipe spigot end back to the weld bead. Step 4. Guide the plain end into the bell and, while maintaining straight Step 5. Make a normal push-on joint assembly, completely homing the pipe until the first alignment, push the plain end into the bell socket. Once the joint assembly strip is in the bell socket. Keeping the joint in straight alignment during the is assembled, necessary deflection can be accomplished. When assembly process. assembly is complete, the bell face should be aligned between the Step 6. (4”– 10”) Insert the right-hand locking segment into a bell slot and slide the segment two white depth rings, for Tyton® Joints. Fastite® Joints have only 1 clockwise around the pipe. assembly stripe. (12”– 36”) Insert lower locking segment into a bell slot and slide the segment around the MECHANICAL JOINT pipe. ASSEMBLY INSTRUCTIONS Step 7. (4”– 10”) Insert left-hand locking segment into the bell slot and slide the segment counter- Step 1. Clean the bell socket and spigot or plain end. Lubricate both the clockwise around the pipe. gasket and plain end by brushing an approved pipe lubricant. (12”– 36”) Insert upper locking segment into the same bell slot and rotate around the pipe. Step 2. Place the gland on the plain end with the lip extension toward the Step 8. (4”– 10”) Hold the segments apart and wedge the rubber retainer into the slot between plain end. Place the gasket on the plain end with the narrow edge the two locking segments. facing the plain end. (12”– 36”) Hold the upper segment in place and wedge the rubber retainer into the slot Step 3. Insert the plain end into the bell and press the gasket into the bell between the two locking segments. recess. Push the gland toward the socket and center it around the Step 9. (4”– 10”) None. pipe with the gland lip against the gasket. (12”– 20”) Repeat steps 6–8 for other slot. Make sure that all 4 locking segments and 2 Step 4. Insert and tighten the bolts. It is important to maintain the same rubber retainers are securely in place. distance between the gland and the bell face at all times. This is best (24”– 36”) Repeat steps 6–8 for other slot. Make sure that all 8 locking segments and 4 done by alternating side to side and top to bottom, while tightening the rubber retainers are securely in place. bolts. Step 10. Extend the joint to remove the slack in the locking segment cavity. Joint extension is Note: Achieving the recommended bolt torque, particularly with large necessary to attain the marked laying length on the pipe and to minimize growth or diameter pipe, may require repeating the process up to 5 times or extension of the line as it is pressurized. more. Recommended bolt torque ranges are as follows: Step 11. Set the joint deflection as required. Pipe Bolt Nut Across Wrench Torque Range THRUST-LOCK™ RESTRAINED JOINT Size In. Diameter In. Flats In. Length In. Foot Lbs. ASSEMBLY INSTRUCTIONS 3 5/8 1-1/16 8 45 to 60 Step 1. Ring Installation. Put lock ring on the spigot end of the pipe. Pry the lock ring over the 4–24 3/4 1-1/14 10 75 to 90 weldment. Use the hammer to tap the cover. Lock ring installation is complete. Step 2. Clean the Bell and Spigot. Thoroughly clean out the bell with special attention to the NOMINAL THICKNESS FOR STANDARD gasket recess. Remove any foreign material or excess paint. Clean the spigot end and PRESSURE CLASSES OF DUCTILE IRON PIPE remove any sharp edges. Pressure Class* Step 3. Insert the gasket into the recess in the bell with the small end of the gasket facing the bell Outside face. Size Diameter 150 200 250 300 350 In. In. Normal Thickness — in. Step 4. Lubricate the Bell and Spigot. Apply lubricant to the inside surface of the gasket. Apply a generous coating of lubricant to the spigot end. 3 3.96 — — — — 0.25** 4 4.80 — — — — 0.25** Step 5. Insert Pipe. Guide the spigot end into the bell and, while maintaining straight alignment, 6 6.90 — — — — 0.25** push the pipe into the bell socket. 8 9.05 — — — — 0.25** Step 6. Insert Lock Ring. Push lock ring into the bell. 10 11.10 — — — — 0.26 12 13.20 — — — — 0.28 Step 7. Rotate the lock ring until the lugs align. Use a hammer to tap the ring if required. Install the 14 15.30 — — 0.28 0.30 0.31 anti-rotation wedges at 3 and 9 o’clock if the pipe is being used inside of a casing. Deflect 16 17.40 — — 0.30 0.32 0.34 the joint if desired. 18 19.5 — — 0.31 0.34 0.36 20 21.60 — — 0.33 0.36 0.38 SUPER-LOCK® 24 25.80 — 0.33 0.37 0.40 0.43 ASSEMBLY INSTRUCTIONS 30 32.00 0.34 0.38 0.42 0.45 0.49 Step 1. Remove hook bolts securing retainer to plain end. Clean plain end of pipe. Clean out any 36 38.30 0.38 0.42 0.47 0.51 0.56 dirt behind retainer lugs. Lubricant should be applied to the beveled nose. * Pressure Classes are defined as NOTE: Per ANSI/AWWA C150/A21.50 Step 2. Assemble the joint in accordance with Clow Assembly Instructions (See Table A on page the rated water pressure of the the thicknesses above include the 13). Make certain that the bell is clean prior to gasket insertion. Be sure that the correct pipe in psi. The thicknesses shown 0.08 in. service allowance and the gasket is used. are adequate for the rated water casting tolerance listed below by size working pressure plus a surge ranges: Step 3. Guide plain end into Super-Lock® bell and provide reasonably straight alignment. “Make” allowance of 100 psi. Calculations joint by pushing the plain end into the bell. A jack or come-a-long may also be used to pull are based on a minimum yield the plain end into the bell. Position retainer so that the recesses line up with the lugs on strength of 42,000 and a 2.0 CASTING the bell. Slide retainer over bell and rotate until the lugs on the bell and the retainer line safety factor times the sum of the SIZE TOLERANCES up. working pressure and 100 psi surge (Inches) (Inches) allowance. 3–8 -0.05 Step 4. At drilled hole on retainer O.D., insert retainer lock in recess formed by lugs on bell and **Calculated thicknesses for these 10–12 -0.06 retainer. Insert roll pin in drilled hole and drive flush with retainer O.D. sizes and pressure ratings are 14–36 -0.07 Step 5. Take any necessary deflection after joint is completely assembled. less than those shown above. Presently, these are the lowest Caution: do not over deflect the joint beyond the maximum deflection column specified nominal thicknesses available in on page 2 or subject the joint to bending stress to obtain additional deflection. these sizes. DIMENSIONS AND WEIGHTS FOR SPECIAL CLASSES OF PUSH-ON DUCTILE IRON PIPE LAYING CONDITIONS Pipe Nominal Wt. of Tyton® Joint Thickness OD* Size Class Thickness In. Barrel Wt. of Wt. Per Avg. Wt. In. In. Per Ft. † Lb. Bell Lb. Lgth.†Lb. Per Ft.‡ Lb. 3 52 0.28 3.96 9.9 7 185 10.3 3 54 0.34 3.96 11.8 7 220 12.2 3 56 0.40 3.96 13.7 7 255 14.1 4 51 0.26 4.80 11.3 9 210 11.8 4 52 0.29 4.80 12.6 9 235 13.1 4 53 0.32 4.80 13.8 9 255 14.3 4 54 0.35 4.80 15 9 280 15.5 Type 1* Type 2 Type 3 4 56 0.41 4.80 17.3 9 320 17.8 Flat-bottom trench.† Loose backfill. Flat-bottom trench.† Backfill lightly Pipe bedded in 4 in. (100 mm) consolidated to centerline of pipe. minimum of loose soil.++ Backfill 6 50 0.25 6.90 16 11 300 16.6 lightly consolidated to top of pipe. 6 51 0.28 6.90 17.8 11 330 18.4 6 52 0.31 6.90 19.6 11 365 20.2 6 53 0.34 6.90 21.4 11 395 22.0 * For 14 in. (355-mm) and 6 54 0.37 6.90 23.2 11 430 23.8 larger pipe, consideration 6 55 0.40 6.90 25 11 460 25.6 should be given to the use 6 56 0.43 6.90 26.7 11 490 27.3 of laying conditions other 8 50 0.27 9.05 22.8 17 425 23.7 than Type 1. 8 51 0.30 9.05 25.2 17 470 26.1 8 52 0.33 9.05 27.7 17 515 28.6 † ”Flat-bottom” is defined as 8 53 0.36 9.05 30.1 17 560 31.0 undisturbed earth. 8 54 0.39 9.05 32.5 17 600 33.4 Type 4 Type 5 Pipe bedded in sand, gravel, or Pipe bedded in compacted ++ ”Loose soil” or “select 8 55 0.42 9.05 34.8 17 645 35.7 crushed stone to depth of 1/8 pipe granular material to centerline material” is defined as 8 56 0.45 9.05 37.2 17 685 38.1 diameter, 4 in. (100 mm) minimum. of pipe. Compacted granular native soil excavated from 10 50 0.29 11.10 30.1 24 565 31.4 Backfill compacted to top of or select material++ to top of the trench, free of rocks, 10 51 0.32 11.10 33.2 24 620 34.5 pipe. (Approximately 80 percent pipe. (Approximately 90 percent foreign materials, and 10 52 0.35 11.10 36.2 24 675 37.5 Standard Proctor, AASHTO T-99.) Standard Proctor, AASHTO T-99.) frozen earth. 10 53 0.38 11.10 39.2 24 730 40.5 10 54 0.41 11.10 42.1 24 780 43.4 Notes: 10 55 0.44 11.10 45.1 24 835 46.4 Consideration of the pipe-zone embedment 10 56 0.47 11.10 48 24 890 49.3 conditions included in this figure may be 12 50 0.31 13.20 38.4 29 720 40.0 American Association of State Highway and influenced by factors other than pipe strength. 12 51 0.34 13.20 42 29 785 43.6 For additional information on pipe bedding and Transportation Officials, 444 N. Capitol St. N.W., 12 52 0.37 13.20 45.6 29 850 47.2 backfill, see ANSI/AWWA C600. Suite 225, Washington, DC 20001. 12 53 0.40 13.20 49.2 29 915 50.8 12 54 0.43 13.20 52.8 29 980 54.4 12 55 0.46 13.20 56.3 29 1040 57.9 STANDARDS APPLICABLE TO DUCTILE IRON PIPE AND FITTINGS 12 56 0.49 13.20 59.9 29 1105 61.5 14 50 0.33 15.30 47.5 45 900 50.0 THICKNESS DESIGN OF DUCTILE IRON PIPE ANSI/AWWA C150/A21.50 14 51 0.36 15.30 51.7 45 975 54.2 DUCTILE IRON PIPE FOR WATER AND OTHER LIQUIDS ANSI/AWWA C151/A21.51 14 52 0.39 15.30 55.9 45 1050 58.4 FEDERAL WWP421D, Grade C 14 53 0.42 15.30 60.1 45 1125 62.6 DUCTILE IRON PIPE FOR GRAVITY FLOW SERVICE ANSI/ASTM A746 14 54 0.45 15.30 64.2 45 1200 66.7 DUCTILE IRON FITTINGS FOR WATER AND OTHER LIQUIDS 14 55 0.48 15.30 68.4 45 1275 70.9 3 in. through 36 in. ANSI/AWWA C110/A21.10 14 56 0.51 15.30 72.5 45 1350 75.0 16 50 0.34 17.40 55.8 54 1060 58.8 DUCTILE IRON COMPACT FITTINGS 16 51 0.37 17.40 60.6 54 1145 63.6 3 in. through 24 in. ANSI/AWWA C153/A21.53 16 52 0.40 17.40 65.4 54 1230 68.4 FLANGED FITTINGS ANSI/AWWA C110/A21.10 16 53 0.43 17.40 70.1 54 1315 73.1 ANSI B16.1 16 54 0.46 17.40 74.9 54 1400 77.9 DUCTILE IRON PIPE WITH THREADED FLANGES ANSI/AWWA C115/21.15 16 55 0.49 17.40 79.7 54 1490 82.7 16 56 0.52 17.40 84.4 54 1575 87.4 COATINGS AND LININGS 18 50 0.35 19.50 64.4 59 1220 67.7 Asphaltic ANSI/AWWA C151/A21.51 18 51 0.38 19.50 69.8 59 1315 73.1 ANSI/AWWA C110/A21.10 18 52 0.41 19.50 75.2 59 1415 78.5 ANSI/AWWA C153/A21.53 18 53 0.44 19.50 80.6 59 1510 83.9 Cement Lining ANSI/AWWA C104/A21.4 18 54 0.47 19.50 86 59 1605 89.3 18 55 0.50 19.50 91.3 59 1700 94.6 Various Epoxy Linings and Coatings MANUFACTURER’S STANDARD 18 56 0.53 19.50 96.7 59 1800 100.0 Exterior Polyethylene Encasement ANSI/AWWA C105/A21.5 20 50 0.36 21.60 73.5 74 1395 77.6 JOINTS – PIPE AND FITTINGS 20 51 0.39 21.60 79.5 74 1505 83.6 Push-On and Mechanical Rubber-Gasket Joints ANSI/AWWA C111/A21.11 20 52 0.42 21.60 85.5 74 1615 89.6 FEDERAL WWP421D 20 53 0.45 21.60 91.5 74 1720 95.6 Flanged ANSI/AWWA C115/A21.15 20 54 0.48 21.60 97.5 74 1830 101.6 ANSI B16.1 20 55 0.51 21.60 103.4 74 1935 107.5 20 56 0.54 21.60 109.3 74 2040 113.4 Grooved and Shouldered ANSI/AWWA C606 24 50 0.38 25.80 92.9 95 1765 98.2 PIPE THREADS ANSI B2.1 24 51 0.41 25.80 100.1 95 1895 105.4 INSTALLATION ANSI/AWWA C600 24 52 0.44 25.80 107.3 95 2025 112.6 24 53 0.47 25.80 114.4 95 2155 119.7 24 54 0.50 25.80 121.6 95 2385 126.9 24 55 0.53 25.80 128.8 95 2415 134.1 24 56 0.56 25.80 135.9 95 2540 141.2 30 50 0.39 32.00 118.5 139 2270 126.2 30 51 0.43 32.00 130.5 139 2490 138.2 30 52 0.47 32.00 142.5 139 2705 150.2 30 53 0.51 32.00 154.4 139 2920 162.1 30 54 0.55 32.00 166.3 139 3130 174.0 NEW JERSEY OHIO UTAH CANADA 30 55 0.59 32.00 178.2 139 3345 185.9 183 Sitgreaves St. 2266 S. 6th St. 1401 E 2000 S. 1757 Burlington St. E 30 56 0.63 32.00 190.0 139 3560 197.7 Phillipsburg, NJ 08865 Coshocton, OH 43812 Provo, UT 84603 Hamilton, ON L8N-3R5 36 50 0.43 38.30 156.5 184 3000 166.7 908-454-1161 740-622-6651 801-373-6910 905-547-3251 36 51 0.48 38.30 174.5 184 3325 184.7 mcwaneductile.com mcwaneductile.com mcwaneductile.com canadapipe.com 36 52 0.53 38.30 192.4 184 3645 202.6 36 53 0.58 38.30 210.3 184 3970 220.5 36 54 0.63 38.30 228.1 184 4290 238.3 36 55 0.68 38.30 245.9 184 4610 256.1 NSF 61 ISO 9001 DIPRA 36 56 0.73 38.30 263.7 184 4930 273.9 †Including bell; calculated weight of pipe rounded off to the nearest 5 lb. ‡Including bell; average weight per foot, based on calculated weight of pipe before rounding. *Tolerances of OD of spigot end; 3–12 in. ±0.06 in., 14–24 in. +0.05 in., -0.08 in., 30–36 in. +0.08 in., -0.06 in. TM For Ductile Iron Pipe Series 1000 “A Proven Third Generation Mechanical Joint Restraint” MJ TUFGripTM TLD Tyler Union’s TUF Grip restraints represent the culmination of 20 years of engineering and testing. As a 3rd generation restraint, TUF Grip is the best available technology in the Waterworks market for use in restraining Ductile Iron Pipe. Torque Nut ISO 9001-2000 UL Listed & Registered FM Approved SERIES 1000 TUF GRIP TLD • DUCTILE PIPE RESTRAINT SPECIFICATIONS ¾ Designed and proven to restrain Ductile Iron Pipe 3 inches through 48 inches in diameter ¾ UL approved for 3 inch thru 24 inch applications ¾ FM approved for 4 inch thru 12 inch applications ¾ Cast with tested and traceable ASTM A536 compliant 65-45-12 ductile iron. ¾ TUF Grip deflection specification is 5° deflection through 12 inch and 3° deflection for 14 inch through 48 inch ¾ Wedges are heat treated and hardened to a minimum 370 BHN (Brinel Hardness) ¾ Restraint Gland and all components are rated and proven for a 2:1 safety factor based on pipe pressure rating ¾ Conforms to applicable requirements of ANSI/AWWA C110/A21.10, C111.A21.11, C153/A21.53 ¾ Restrains any class of Ductile iron pipe conforming to ANSI/AWWA C151/A21.51 ¾ Not recommended for use on Plain end fittings FEATURES • ADVANTAGES ¾ Proven Restraint technology utilizing fewer wedges in frequently applied diameters ¾ Fewer wedges equate to less time in the trench and greatly reduced project cost ¾ Collar bolts and wedges pivot providing for a stronger engagement of pipe at a lower torque (45 to 60 foot pounds) ¾ Wedge Torque nuts twist off within a designed torque range so specialized tools are not required for installation ¾ TUF Grip restraints eliminate the need for costly and cumbersome Thrust Blocks and Tie-Rods ¾ Larger inside diameter of the gland provides for easier installation on out of round pipe ¾ Suitable for Potable and Wastewater applications ¾ Allows for disassembly just like a standard mechanical joint ¾ TUF Grip Ductile iron restraints are color coded black for easy recognition ¾ Designed by Harold Kennedy one of the foremost Restraint Engineers in the industry today 11910 CR 492 • Tyler, Texas 75706 • (800) 527-8478 • www.tylerunion.com • 1501 West 17th Street • Anniston, Alabama 36201 • (800) 226-7601 TM “Better By Design” Ductile Pipe Restraint TUFGrip™ MJ Restraint Dimensions Size C D E K2 J K R S (inches) 3 4.08 4.88 6.19 7.67 9.82 3/4 2.20 0.86 4 4.93 5.92 7.50 8.98 10.67 7/8 2.20 0.73 6 7.03 8.02 9.50 10.98 12.77 7/8 2.24 0.82 8 9.18 10.17 11.75 13.23 14.92 7/8 2.28 0.82 10 11.23 12.22 14.00 15.70 16.97 7/8 2.37 0.93 12 13.33 14.32 16.25 17.95 19.07 7/8 2.40 0.93 14 15.44 16.40 18.75 20.43 21.18 7/8 2.57 0.91 16 17.54 18.50 21.00 22.88 23.28 7/8 2.57 1.05 18 19.64 20.60 23.25 25.43 25.38 7/8 2.57 1.05 20 21.74 22.70 25.50 27.50 27.48 7/8 2.66 1.15 24 25.94 26.90 30.00 32.00 31.68 7/8 2.72 1.35 30 32.18 33.30 36.88 39.42 39.78 1-1/8 3.86 1.53 36 38.48 39.60 43.75 46.29 46.08 1-1/8 3.86 1.53 42 44.68 45.80 50.62 53.62 53.08 1-3/8 4.56 2.05 48 50.98 52.10 57.50 60.50 59.28 1-3/8 4.56 2.05 Series 1000 Ductile TUFGrip™ Application Chart Size Part Wedge Bolt Weight Glands Weight Pressure Pipe (inches) Number Quantity Quantity (lbs) (w/ Acc.) Rating (psi) OD 3 TLD-3 2 4 6.5 10.5 350 3.96 4 TLD-4 2 4 7.1 11.8 350 4.80 6 TLD-6 3 6 11.2 17.8 350 6.90 8 TLD-8 3 6 13.1 20.3 350 9.05 10 TLD-10 6 8 26.0 32.5 350 11.10 12 TLD-12 8 8 31.5 40.4 350 13.20 14 TLD-14 10 10 43.3 53.6 350 15.30 16 TLD-16 12 12 54.1 66.3 350 17.40 18 TLD-18 12 12 59.8 72.2 250 19.50 20 TLD-20 14 14 69.8 83.8 250 21.60 24 TLD-24 16 16 90.4 106.9 250 25.80 30 TLD-30 20 20 248 290 250 32.00 36 TLD-36 24 24 277 327 250 38.30 42 TLD-42 28 28 448 512 250 44.50 48 TLD-48 32 32 519 597 250 50.80 11910 CR 492 • Tyler, Texas 75706 • (800) 527-8478 • www.tylerunion.com • 1501 West 17th Street • Anniston, Alabama 36201 • (800) 226-7601 NON-DOMESTIC PRODUCT SUBMITTAL Current Revisions Apply for all Listed Standards SIZES:…………..…....… 2” through 64” (2” not included in ANSI/AWWA C153 standard) STANDARDS:……..…... ANSI/AWWA C153/A21.53, NFPA 13/24, 3”-12” UL and 3”-10”FM listed & approved (File - Tyler Union) Cast of ASTM A536 qualified ductile iron. Date code is cast on and required for traceability. PRESSURE RATING:... *Flanged fittings rated at 250 psi. Mechanical joints 2” – 24” rated at 350 psi and 30” – 48” at 250 psi. *Note: With the use of rubber annular ring flange gasket, 2” – 24” fittings can be rated at 350 psi. Note: Wyes over 16” are not pressure rated. Contact Tyler Union for rating in your application. DEFLECTION:……..….. Max joint deflection 2”– 12”, 5° and 14”– 48”, 3°. Reduces by 50% at nominal pipe & fitting diameters NSF-61 & NSF-372:...... Meets all requirements including Annex G, Tyler Union’s Underwriters Laboratory listing MH16439. ASPHALTIC COATING: Per ANSI/AWWA C104/A21.4 and ANSI/AWWA C153/A21.53. CEMENT LINING:………. Per ANSI/AWWA C104/A21.4, with double cement lining available upon request. EPOXY COATING:……... Fusion bonded epoxy per ANSI/AWWA C116/A21.16. Additional coatings available upon request. BARE:………….…..…… Available upon request. FASTENERS:………….. Per ANSI/AWWA C111/A21.11 and/or ASTM A242 high strength low alloy weathering steel INSTALLATION:…….… Per AWWA C600 and C651 using pipe conforming to ANSI/AWWA C151/A21.51 or AWWA C900/905. *Tyler Union Waterworks Contact Information* Tyler: 11910 CR 492 ● Tyler, Texas 75706 ● (800) 527-8478 Anniston: 1501 W 17th St. ● Anniston, AL 36201 ● (800) 226-7601 Corona: 1001 El Camino Ave. ● Corona, CA 92879 ● (866) 527-8471 62 NON-DOMESTIC PRODUCT SUBMITTAL Current Revisions Apply for all Listed Standards SIZES:…………..…....… 2” through *64” (*Contact Tyler Union for 54”-64” Flange fitting information) STANDARDS:……..…... ANSI/AWWA C110/A21.10, NFPA 13/24, 3” - 12” UL listed and approved (File - Tyler Union) Cast of ASTM A536 qualified ductile iron. Date code is cast on and required for traceability PRESSURE RATING:... *2” through 48” flanged fittings rated at 250 psi. *Note: With the use of rubber annular ring flange gasket, 2” – 24” fittings can be rated at 350 psi DEFLECTION:……..….. Deflection is “not” recommended for flange joint fittings due to the rigidity of the joint upon completion of installation. NSF-61 & NSF-372:..... Meets all requirements including Annex G, Tyler Union’s Underwriters Laboratory listing MH16439 COATING: …..……….… Asphaltic or Primer per ANSI/AWWA C104/A21.4, Standard primer is Tnemec Pota Pox 140N-1211 Contact Tyler Union for additional coating options CEMENT LINING:………. Per ANSI/AWWA C104/A21.4, with double cement lining available upon request. EPOXY COATING:……... Fusion bonded epoxy per ANSI/AWWA C116/A21.16. Additional coatings available upon request. BARE:………….…..…… Available upon request FLANGES:….………….. ANSI Class 125 per ASME B16.1 and ANSI/AWWA C111/A21.11 Note: *ANSI Class 250 ASME B16.1 flanged fittings available upon request Note: *Due to larger bolt sizing and bolt circle, Class 250 flanges are “not” compatible with Class 125 flanged fittings. AWWA C110 and AWWA C115 Class 125 flanges are compatible. FLANGE THICKNESS:. ANSI/AWWA C115/A21.15 standard class 125 template for drilling bolt holes Note: Drilling templates are in multiples of 4, so that fittings may be made face to in any quarter. Bolt holes shall straddle the center line. FASTENERS:………….. Per ANSI/AWWA C111/A21.11 and/or ASTM A242 high strength low alloy weathering steel INSTALLATION:…….… Per AWWA C600 and C651 using pipe conforming to ANSI/AWWA C151/A21.51 *Tyler Union Waterworks Contact Information* Tyler: 11910 CR 492 ● Tyler, Texas 75706 ● (800) 527-8478 Anniston: 1501 W 17th St. ● Anniston, AL 36201 ● (800) 226-7601 Corona: 1001 El Camino Ave. ● Corona, CA 92879 ● (866) 527-8471 68 The original, and the definitive standard. RESILIENT WEDGE 2” THROUGH 12” GATE VALVES MODEL 2639 / 2640 AWWA C509 250 PSI • UL/FM Approved 200 PSI • NSF 61 Certified • Full Water Way • Fusion Bond Epoxy Coated • 10 Year Limited Warranty Clow Valve is a division of McWane, Inc. www.clowvalve.com RESILIENT WEDGE VALVE In 1975, Clow recognized the increased requirements and Clow was the first to introduce, and still leads in the design escalating maintenance cost of water systems in the and technical development, of the bubble-tight resilient United States. seating valve. Clow responded by introducing the first R/W (Resilient The Clow Resilient Wedge Valve, with its unique features and Wedge) Valve in America. This introduction revolutionized benefits, were the first to be manufactured with both AWWA the valve market in the U.S. and UL/FM approval for all water system requirements. F-6100 F-6102 F-6103 F-6106 MECHANICAL JOINT FLANGED THREADED ENDS FLANGED X MJ 2”– 12” 2”– 12” 2”– 3” 3”– 12” F-6110 F-6111 F-6112 F-6113 PUSH ON FOR MECHANICAL TYTON ENDS FOR DUCTILE FLANGED X TYTON SDR PVC CUTTING IN JOINT IRON AND C900 PVC PIPE 4”– 12” 2”– 12” 4”– 12” 4”– 12” NOTE: It is recommended that valves be installed with stems vertical when used in raw sewage or sludge applications or in water with excessive sediment. Flanged end F-6114 F-6120 F-6136 connections not recommended MECHANICAL JOINT MECHANICAL JOINT FLANGED OS & Y for buried service. FOR TAPPING POST INDICATOR VALVE CONSTRUCTION 3”– 12” 2”– 12” 2”– 12” NO. OF TURNS VALVE SIZE A B C D E G H P Q R S U V TO FULL OPEN 2” 7 3-1/4 – 5-3/8 10-7/8 – – 3 10 12 7-1/4 – – 6-1/2 2-1/2” 7-1/2 – – 7-1/8 11-3/8 – – 3-1/4 16-3/8 13-7/8 7-1/4 – – 8 3” 8 3-1/2 – 7-1/8 12-3/8 – 5-3/4 3-1/2 18-7/8 15-5/8 10 5-3/4 8-1/4 10 4” 9 4-1/2 6-3/4 – 14-3/4 4-5/8 6-3/4 4-1/2 22-3/4 18-1/4 10 6-3/4 9-1/4 13-1/2 6” 10-1/2 5-1/2 7-7/8 – 19 5-1/4 8 5 30-1/8 23-3/4 12 8 10-1/2 19-1/2 8” 11-1/2 8-1/8 8-1/2 – 22-1/2 5-5/8 9-3/4 5-1/2 37-3/4 29-1/4 14 10-3/4 13-1/4 25-1/2 10” 13 10-1/2 10 – 26-1/2 7 11-3/4 7 45-3/4 35-3/8 18 12-1/2 14-7/8 31-1/2 12” 14 10-3/4 11-1/4 – 30 8-1/2 12 8-1/2 53-1/8 40-5/8 18 12-1/2 15 37-3/4 www.clowvalve.com ENGINEERING FEATURES THRUST BEARINGS Delrin thrust bearings above and below the thrust collar REPLACEABLE O-RINGS reduce friction and minimize Two O-ring seals are operating torques. replaceable with the valve fully open and subjected to full-rated working pressure. COPPER ALLOY STEM Long, trouble-free life with high strength, non-corrosive copper NO FLAT GASKETS alloy stem and stem nut. O-ring seals at stuffing box and bonnet to body flanges to ensure the best possible seal. No flat gaskets. STAINLESS STEEL HARDWARE 304 stainless steel nuts and bolts provide long-life corrosion protection. EPOXY COATING 100% COATED WEDGE Clow corrosion resistant 100% coated wedge ensures fusion-bonded epoxy coating, bubble-tight seal every time up to conforming to AWWA C550 and 250 PSI. With twin seal design. NSF 61 Certified, protects both inside and outside of valve. ELLIPTICAL BOLT HOLES Hole design on MJ connection eliminates the need for anti-rotation bolts. MINIMAL FLOW LOSS Smooth, unobstructed waterway is free of pockets, cavities and depressions, allowing for minimal flow loss and lower pumping costs. All valves accept full-size tapping cutter. EASY STORAGE Pads on the bottom of all valves keep valve in upright position for easier storage and protection from the elements. VALVE RATING: All valves are rated at 250 PSI for AWWA service and 200 PSI for UL/FM service. All valves are hydrostatically tested to 500 PSI. COMMITTED TO ENVIRONMENTAL RESPONSIBILITY CLOW VALVE COMPANY IS COMMITTED TO PROTECTING OUR NATURAL RESOURCES THROUGH ENVIRONMENTALLY RESPONSIBLE MANUFACTURING PRACTICES, INCLUDING THE USE OF 80+% RECYCLED CONTENT IN OUR HYDRANTS AND VALVES. To learn more about our commitment to the environment, call 800-829-2569. RECOMMENDED SPECIFICATIONS 1. Valves shall conform to the latest revision of 7. All stems shall have two O-rings located above AWWA Standard C509 covering resilient seated thrust collar and one O-ring below. Stem O-rings gate valves for water supply service. shall be replaceable with valve fully opened and subjected to full pressure. The stems on 2” – 12” 2. The valves shall have an iron body, bonnet, shall also have a low torque thrust bearing located and O-ring plate. The wedge shall be totally above and below the stem collar to reduce friction encapsulated with rubber. during operation. 3. The sealing rubber shall be permanently bonded 8. Waterway shall be smooth, unobstructed and free to the wedge per ASTM D429. of all pockets, cavities and depressions in the seat area. Valves 2” and larger shall accept a full size 4. Valves shall be supplied with O-ring seals at all tapping cutter. pressure retaining joints. No flat gaskets shall be allowed. 9. The body, bonnet and O-ring plate shall be fusion-bonded epoxy coated, both interior and 5. The valves shall be either non-rising stem or rising exterior on body and bonnet. Epoxy shall be stem, opening by turning left or right, and provided applied in accordance with AWWA C550 and with 2” square operating nut or a handwheel with be NSF 61 Certified. the word “Open” and an arrow to indicate the direction to open. 10. Each valve shall have maker’s name, pressure rating, and year in which it was manufactured 6. Stems shall be cast copper alloy with integral cast in the body. Prior to shipment from the collars in full compliance with AWWA. All factory, each valve shall be tested by hydrostatic stems shall operate with copper alloy stem nuts pressure equal to the requirements of AWWA independent of wedge and of stem (in NRS valves). C509 (and UL/FM where applicable). 11. Valves shall have all component parts cast and assembled in the USA and shall be manufactured by the Clow Valve Company. ISO 9001 www.clowvalve.com 902 South 2nd Street • Oskaloosa, Iowa 52577 PHONE 641-673-8611 FAX 641-673-8269 Clow Valve is a division of McWane, Inc. L Fire Adapters & Connections L Two Way Male Outlet - Roof Connections Features: • Used to create roof connections, fire pump test connections, wall hydrants or sidewalk (free standing) hydrants • provides 250 GPM minimum per outlet • UL listed • maximum operating pressure: 175 PSI at 70°F (21°C) 90˚ bottom outlet Fire Fittings & Accessories (2) Outlets Cast Brass Pipe Size Male Part # 2½" NPT 90IRC4025 2½" NPT 90FRC4025 4" 2½" NST (NH) 90IRC4025F 2½" NST (NH) 90FRC4025F 2½" NPT 90FRC6025 6" 2½" NST (NH) 90FRC6025F (2) Outlets Cast Brass Groove Size Male Part # 2½" NPT 90IRC4025G 4" 2½" NST(NH) 90IRC4025GF Dimensions B Size A B C D A 4" x 2½" x 2½" 7½" 6¾" 5⅛" 4½" 6" x 2½" x 2½" 9" 8½" 7½" 5" D C L 806 877.963.4966 • dixonvalve.com DPL418 SUBMITTAL INFORMATION Quick Joint Coupling - (C84-xx-Q-NL style) MALE IRON PIPE THREAD BY QUICK JOINT FOR COPPER OR PLASTIC TUBING (CTS) Male Iron Pipe Threads External Nut Stop Molded Buna-N Spring Stainless Steel Gripper Quick Joint Nut Tip Gasket Provides Hydraulic Seal Iron Pipe Size Quick Joint Size Length DESCRIPTION APPROX. PART ✓ SUBMITTED LENGTH MALE IRON PIPE Q.J. FOR CTS WT. LBS NUMBER ITEM(S) 1/2" 1/2" 2" .5 C84-11-Q-NL 3/4" 1/2" 2-7/32" .5 C84-31-Q-NL 3/4" 5/8" 2-1/4" .6 C84-32-Q-NL 3/4" 3/4" 2-1/4" .6 C84-33-Q-NL 3/4" 1" 2-3/8" .7 C84-34-Q-NL 1" 3/4" 2-19/32" .7 C84-43-Q-NL 1" 1" 2-9/16" .8 C84-44-Q-NL 1-1/4" 1-1/4" 2-5/8" 1.4 C84-55-Q-NL 1-1/2" 1-1/2" 3" 1.8 C84-66-Q-NL 2" 2" 3-1/4" 2.3 C84-77-Q-NL Note: Ford recommends insert stiffeners when using plastic pipe or tubing. FEATURES • All brass that comes in contact with potable water conforms to AWWA Standard C800 (UNS NO C89833) • Brass components that do not come in contact with potable water conform to AWWA Standard C800 (ASTM B-62 and ASTM B-584, UNS NO C83600 - 85-5-5-5) • The product has the letters "NL" cast into the main body for proper identification • UL Classified to ANSI/NSF Standard 61 and Annex G • Body design provides hexagonal wrench flats for proper installation The Ford Meter Box Company considers the information in this submittal form to be correct at the time of publication. Item and option availability, including specifications, are subject to change without notice. Please verify that your product information is current. The Ford Meter Box Company, Inc. Submitted By: P.O. Box 443, Wabash, Indiana U.S.A. 46992-0443 Phone: 260-563-3171 / Fax: 800-826-3487 Overseas Fax: 260-563-0167 http://www.fordmeterbox.com 10/24/13 SUBMITTAL INFORMATION Stainless Steel Inserts - (Insert-xx style) STAINLESS STEEL INSERTS FOR POLYETHYLENE PIPE (PEP) OR TUBING (PET) Dimple Flange Dimple 70 Series For Polyethylene Pipe (PEP) CATALOG NOMINAL PEP ✔ SUBMITTED LENGTH NUMBER SIZE ID ITEM(S) INSERT-71 3/4" 0.824 1-11/16" ** INSERT-53-72 1" 1.049 2-5/16" ♦** INSERT-53-72-Q 1" 1.049 1-31/32" INSERT-73 1-1/4" 1.380 2-5/16" INSERT-74 1-1/2" 1.610 2-59/64" INSERT-75 2" 2.067 2-15/16" 50 series For Polyethylene Tubing (PET) CATALOG NOMINAL PET ✔ SUBMITTED LENGTH NUMBER SIZE ID ITEM(S) INSERT-51 3/4" 0.681 1-35/64" INSERT-52 1" 0.875 1-43/64" ** INSERT-53-72 1-1/4" 1.069 2-5/16" ♦** INSERT-53-72-Q 1-1/4" 1.069 1-31/32" INSERT-54 1-1/2" 1.263 2-15/16" INSERT-55 2" 1.653 2-15/16" ♦ INSERT-54-Q 1-1/2" 1.263 2-7/16" ♦ INSERT-55-Q 2" 1.653 2-7/16" * Weights for insert stiffeners are for standard package quantities. **Insert -53 and -72 fit both 1-1/4" plastic tubing (1.069 I.D.) and 1" plastic pipe (1.049 I.D.). ♦ These inserts are specifically designed and required for Quick Joint fittings. They are not interchangeable with other Compression Fittings. FEATURES • Insert stiffeners conform to the AWWA Standard C901 for Polyethylene (PE) Pressure Pipe and Tubing • Insert stiffeners are solid 304 tubular stainless steel (ASTM 240-92B) • Dimpled and flanged to retain placement within the service line • Key lock construction with a minimum of two key locks to maintain solid structural integrity • Manufactured in the United States of America Note: Consult pipe or tubing manufacturer for specific installation requirements. Ford recommends using insert stiffeners when using plastic pipe or tubing The Ford Meter Box Company considers the information in this submittal form to be correct at the time of publication. Item and option availability, including specifications, are subject to change without notice. Please verify that your product information is current. The Ford Meter Box Company, Inc. Submitted By: P.O. Box 443, Wabash, Indiana U.S.A. 46992-0443 Phone: 260-563-3171 / Fax: 800-826-3487 Overseas Fax: 260-563-0167 http://www.fordmeterbox.com 10/30/12 ADS, Inc. Drainage Handbook Specifications  1-1 ADS POTABLE WATER SERVICE TUBING (CTS) PIPE SPECIFICATIONS Scope This specification describes ADS Potable Water Service Tubing (CTS) pipe SDR 9 for use in potable water service applications. Pipe Requirements ADS potable water service tubing shall meet the requirements of ASTM D2737, AWWA C901 and NSF Standards 14 and 61. Pipe dimensions shall meet Copper Tubing Size (CTS) standards. Material Properties Tubing material shall be high-density polyethylene conforming to the minimum requirements of cell classification 445574E as defined and described in ASTM D3350. The resin shall have a material designation code of PE4710 by the Plastic Pipe Institute. Disinfection/Maintenance The active chlorine content of disinfecting solutions shall not exceed 12%. All disinfecting solution must be flushed from all lines within the system. Industry accepted procedures, like ANSI/AWWA C651 Disinfecting Water Mains, should be followed for both new and repaired potable water lines. Installation Installation is similar to other flexible tubing/pipe products. Methods including direct bury, plowing or pulling are applicable per local, state or federal guidelines for the application. Tubing Properties 3/4" 1" 1 1/4” 1 1/2" 2" Outside 0.875 ±0.004 1.125 ±0.005 1.375 ±0.005 1.625 ±0.006 2.125 ±0.006 Diameter, in (mm) (22.2 ±0.10) (28.6 ±0.13) (34.9 ±0.13) (41.3 ±0.15) (54.0 ±0.51) Wall 0.097 +0.010 0.125 +0.012 0.153 +0.015 0.181 +0.018 0.236 +0.024 Thickness, in (mm) (2.5 +0.25) (3.2 +0.30) (3.9 +0.38) (4.6 +0.46) (6.0 +0.61) DR 9S Pressure 250 250 250 250 250 Rating @ 730F, psi (kPa) (1724) (1724) (1724) (1724) (1724) Weight, 46 ±2 78 ±3 125 ±4 162 ±4 275 ±5 gm/ft (gm/m) (151 ±7) (256 ±10) (410 ±13) (531 ±13) (902 ±16)  ADS, Inc., June 2018 To Our Valued Customer: We hereby certify that to the best of our knowledge and belief all brass nipples manufactured by Merit Brass Company conform to specification ASTM B687-88. Nipples are threaded with American Standard taper pipe threads (NPT) in accordance with screw-threaded standard for Federal Services Handbook H-28. Brass nipples have a weighted average lead content of <=0.250/0 and are in compliance with California's Health & Safety Code Section 116875 (comlTIonly known as AB 1953) and Vermont Act 193. This product is Certified by NSF to NSF/ANSI 61 for use in drinking water supplies ofpH 6.5 and above. Sincerely, MERIT BRASS COMPANY Marc Schlessinger President P.O. Box 43127 • One Merit Drive· Cleveland, OH 44143 Phone: 216261 9800 • Toll Free: 800 726 9800 • Fax: 800 726 9880 • www.meritbrass.com • www.mbwebXpress.com aMI-SAl Global Certificate No. 8375 Lead Free Brass Import Fittings Certification Letter Dear Valued Customer, We hereby certify that to the best of our knowledge and belief all standard brass import fittings by Merit Brass Company are manufactured, supplied and certified in accordance with the following specifications and standards: Fittings Unions Flanges Material ASTM B584, C89833 Threads ASME B1.20.1‐ 2013 Dimensional ASME B16.15 A‐A‐59617 MSS‐SP‐106 This product conforms with lead content requirements for lead free plumbing as defined by the U. S. Safe Drinking Water Act and is certified <= .25 weighted average % lead. Please contact us directly or email us at engineering@meritbrass.com with any questions about this notice or Merit Brass products. Very truly yours, Merit Brass Company " 3 A 16 R2 B B " A 1516 1 3 1 " 338" 238" 7 16 1 9 2 302" 1716" 1 " " 2 9 16 17 3 5 13 " 26 " 16 16 3 5 29 " 168" 4 SECTION B-B SECTION A-A RMB 173018-SW-W Water Heavywall 1730BCF Options: Available Heavy Duty Plastic Covers: Flush Solid Cover Flush Cover with Plastic Reader Door Flush Cover with Cast Iron Reader Door Flush Cover with AMR Recess Flush Cover with AMR Bracket (undermount) Available Polymer Concrete Covers: Composite with AMR Recess HD HDPE Flush Solid Flush Solid Cover Flush Cover with Cast Iron Reader Door Available Composite Covers: Flush Solid Cover Available Ductile Iron Covers: Flush Solid Cover Polymer Cover HD HDPE AMR Recess Flush Cover with Ductile Iron Max View Reader Door Add On Options for All Covers: AMR Opening Add On Options for Plastic and Polymer Covers: AMR Bracket Ductile Iron Max View Cover Raw Material Material Property ASTM Test Method Typical Value1 Type, Class, Category D 1248 III, A, 3 Specifi cations: Density, g/cm3 D 1505 0.950 min., not to exceed 0.965 Tensile Strength, at break, psi D 638 3,000 to 4,400 Elongation, at break, % D 638 400 Tensile Impact, ft-lb/in2 D 1822 27 Flexural Modulus, psi D 790 120,000 min., not to exceed 240,000 Low Temperature Brittleness, F50, at oC D 746 <-76 Hardness, Shore D D 2240 66 Deflection Temperature, at 66 psi, oF D 648 150o min., not to exceed 200o Electrical Dielectric Strength, V/mil D 149 400 min., not to exceed 600 Molded Product Chemical Resistance D 543 Very Resistant Water Absorption D 570 Less than 1% weight change 1The values listed for physical property measurements are nominal values only. Certain physical property measurements are subject to variations consistent with the test methods and are within a generally accepted range for such values. Product Load Medium Duty : Non-deliberate Traffic Rating: For use in non-vehicular traffic situations only. Note: Actual load rating is determined by the box and cover combination. Weights and dimensions may vary slightly All information contained on this sheet is current at the time of printing. Oldcastle Precast, Inc. reserves the right to discontinue or update product information without notice. Rev 10/2016 ©2016 Oldcastle, Inc. 877-250-5139 oldcastleprecast.com/enclosuresolutions Water Heavywall 1730BCF Options: Available Heavy Duty Plastic Covers: Flush Solid Cover Flush Cover with Plastic Reader Door Flush Cover with Cast Iron Reader Door Flush Cover with AMR Recess Flush Cover with AMR Bracket (undermount) Available Polymer Concrete Covers: Composite with AMR Recess HD HDPE Flush Solid Flush Solid Cover Flush Cover with Cast Iron Reader Door Available Composite Covers: Flush Solid Cover Available Ductile Iron Covers: Flush Solid Cover Polymer Cover HD HDPE AMR Recess Flush Cover with Ductile Iron Max View Reader Door Add On Options for All Covers: AMR Opening Add On Options for Plastic and Polymer Covers: AMR Bracket Ductile Iron Max View Cover Raw Material Material Property ASTM Test Method Typical Value1 Type, Class, Category D 1248 III, A, 3 Specifi cations: Density, g/cm3 D 1505 0.950 min., not to exceed 0.965 Tensile Strength, at break, psi D 638 3,000 to 4,400 Elongation, at break, % D 638 400 Tensile Impact, ft-lb/in2 D 1822 27 Flexural Modulus, psi D 790 120,000 min., not to exceed 240,000 Low Temperature Brittleness, F50, at oC D 746 <-76 Hardness, Shore D D 2240 66 Deflection Temperature, at 66 psi, oF D 648 150o min., not to exceed 200o Electrical Dielectric Strength, V/mil D 149 400 min., not to exceed 600 Molded Product Chemical Resistance D 543 Very Resistant Water Absorption D 570 Less than 1% weight change 1The values listed for physical property measurements are nominal values only. Certain physical property measurements are subject to variations consistent with the test methods and are within a generally accepted range for such values. Product Load Medium Duty : Non-deliberate Traffic Rating: For use in non-vehicular traffic situations only. Note: Actual load rating is determined by the box and cover combination. Weights and dimensions may vary slightly All information contained on this sheet is current at the time of printing. Oldcastle Precast, Inc. reserves the right to discontinue or update product information without notice. Rev 10/2016 ©2016 Oldcastle, Inc. 877-250-5139 oldcastleprecast.com/enclosuresolutions SUBMITTAL INFORMATION Iron Service Saddles - (FC202-xxx-TAP-I style) FC202 EPOXY COATED DOUBLE BAND IRON SERVICE SADDLES Threads - CC or IP per AWWA C800 Finish: Epoxy Coating Coated Stainless Nylatron Steel Nuts Washers (both sides) EPDM Gasket Stainless Steel Studs Closed Lug Stainless Steel Band Width Stainless Stainless Steel Band Steel Washers 3-1/4" (3/4" and 1" taps) (open lug side) 4" (1-1/4" through 2" taps) Nom. PiPe o.D. aPPRox. CataLog  SubmitteD outLet taP CoDe Size RaNge Wt. LbS. NumbeR item(S) CC (aWWa) thReaD 2" 2.35 - 2.50 2.8 FC202-250-TAP-I thReaD CoDe NumbeR  SubmitteD item(S) 2-1/2" 2.75 - 2.90 2.8 FC202-290-TAP-I 3/4" CC CC3 *3.46 - 3.80 4.8 FC202-380-TAP-I 3" 1" CC CC4 *3.80 - 4.25 5.5 FC202-425-TAP-I **4.26 - 4.80 5.4 FC202-480-TAP-I 1-1/4" CC ∆ CC5 4" *4.74 - 5.26 5.4 FC202-526-TAP-I 1-1/2" CC CC6 *4.50 - 5.40 5.4 FC202-540-TAP-I 2" CC CC7 5.94 - 6.69 5.7 FC202-669-TAP-I iP thReaD 6" 6.63 - 6.90 5.7 FC202-690-TAP-I thReaD CoDe NumbeR  SubmitteD item(S) 6.84 - 7.60 6.7 FC202-760-TAP-I 3/4" IP IP3 6.63 - 7.61 6.7 FC202-761-TAP-I 1" IP IP4 7.93 - 8.71 6.8 FC202-871-TAP-I 8.63 - 9.05 8.2 FC202-905-TAP-I 1-1/4" IP ∆ IP5 8" 8.99 - 9.79 8.4 FC202-979-TAP-I 1-1/2" IP IP6 8.63 - 9.80 8.4 FC202-980-TAP-I 2" IP IP7 10.00 - 10.75 9.4 FC202-1075-TAP-I 2-1/2" IP IP8 10.75 - 11.10 9.0 FC202-1110-TAP-I 10" ∆ Contact factory for availability 11.10 - 12.12 10.8 FC202-1212-TAP-I 10.64 - 12.13 10.8 FC202-1213-TAP-I 12.00 - 12.75 11.0 FC202-1275-TAP-I 12.75 - 13.20 9.0 FC202-1320-TAP-I 12" 13.20 - 14.38 12.8 FC202-1438-TAP-I 12.62 - 14.39 12.8 FC202-1439-TAP-I I = Imported casting * Saddles for this pipe range are not available with 2" CC (CC7) or 2-1/2" IP (IP8) threads. ** These saddles with 2" CC (CC7) or 2-1/2" IP (IP8) taps only fit 4.80" O.D. pipe. Example: FC202-480-CC7-I fits 4.80" pipe O.D. only. FEATURES • Body made of high strength ductile iron per ASTM A536 • Double wide band and 5/8" UNC threaded studs of 18-8 type 304 stainless steel. For saddles 3" or smaller, studs are 1/2" • Gasket is EPDM rubber, ASTM D2000 • Finish on saddle body is fusion-bonded epoxy coating • UL Classified to ANSI/NSF Standard 61 The Ford Meter Box Company considers the information in this submittal form to be correct at the time of publication. Item and option availability, including specifications, are subject to change without notice. Please verify that your product information is current. The Ford Meter Box Company, Inc. Submitted By: P.O. Box 443, Wabash, Indiana U.S.A. 46992-0443 Phone: 260-563-3171 / Fax: 800-826-3487 Overseas Fax: 260-563-0167 www.fordmeterbox.com 12/20/17 SUBMITTAL INFORMATION Ballcorp Corporation Stops - (FB1000-7-Q-NL style) AWWA/CC TAPER THREAD INLET BY QUICK JOINT FOR COPPER OR PLASTIC TUBING (CTS) OUTLET External Nut Stop Solid one piece tee-head and stem Body Outlet Threads Molded Buna-N EPDM O-rings in the stem Spring Tip Gasket provides Hydraulic Seal AWWA/CC Threads Quick Joint Nut Stainless Steel Gripper Inlet Outlet Fluorocarbon-coated brass ball Length Molded EPDM rubber seat supports the ball OUTLET VALVE BODY OUTLET APPROX. PART ✓ SUBMITTED VALVE SIZE INLET SIZE SIZE LENGTH THREADS WT. LBS NUMBER ITEM(S) 2" 2" 2" 7-1/16" 2" Special Thread 8.2 FB1000-7-Q-NL Note: Ford recommends using insert stiffeners with plastic pipe or tubing. FEATURES • All brass that comes in contact with potable water conforms to AWWA Standard C800 (UNS NO C89833) • The product has the letters "NL" cast into the main body for proper identification • UL Classified to ANSI/NSF Standard 61 and Standard 61 Annex G (NSF/ANSI 372) • Brass components that do not come in contact with potable water conform to AWWA Standard C800 (ASTM B-62 and ASTM B-584, UNS NO C83600 - 85-5-5-5) • Ends are integral or secured with adhesive to prevent unintentional disassembly • 300 PSI working pressure The Ford Meter Box Company considers the information in this submittal form to be correct at the time of publication. Item and option availability, including specifications, are subject to change without notice. Please verify that your product information is current. The Ford Meter Box Company, Inc. Submitted By: P.O. Box 443, Wabash, Indiana U.S.A. 46992-0443 Phone: 260-563-3171 / Fax: 800-826-3487 Overseas Fax: 260-563-0167 http://www.fordmeterbox.com 02/05/13 SUBMITTAL INFORMATION MWWP 175 MAX 180°F RD D R FO 1 80 Series Coppersetter - (VBH87-5HB-11-77-NL style) FORD FLANGED ANGLE BALL VALVE BY FLANGED ANGLE CHECK VALVE WITH HIGH BY-PASS (2" METER) FEMALE IRON PIPE THREAD VERTICAL INLET AND OUTLET Flanged Angle Ball Valve Flanged Angle Check Valve 7-1/4" 17" Meter Spacing MWWP 175 MAX 180°F 4-3/4" 6-3/4" RD FORD FORD 1 FORD High Bypass Ball Valve 1" FIP Inlet Copper Tube FIP Outlet SERVICE LINE CONNECTION APPROX. ✓ SUBMITTED CATALOG NUMBER FIP INLET FIP OUTLET WT. LBS. ITEM(S) 2" 2" 27.0 VBH87-5HB-11-77-NL FEATURES • All brass that comes in contact with potable water conforms to AWWA Standard C800 (ASTM B584, UNS C89833) • The product has the letters “NL” cast into the main body for lead-free identifi cation • Brass components that do not come in contact with potable water conform to AWWA Standard C800 (ASTM B62 and ASTM B584, UNS C83600, 85-5-5-5) • Constructed with Type K copper and conforms to ASTM B88, UNS C12200 • All Ford Meter Setters are assembled with lead-free solder • Meter support brackets are standard • Padlock wing is standard on all angle meter ball valves or key valves The Ford Meter Box Company considers the information in this submittal form to be correct at the time of publication. Item and option availability, including specifications, are subject to change without notice. Please verify that your product information is current. The Ford Meter Box Company, Inc. Submitted By: P.O. Box 443, Wabash, Indiana U.S.A. 46992-0443 Phone: 260-563-3171 / Fax: 800-826-3487 Overseas Fax: 260-563-0167 www.fordmeterbox.com 08/04/14 SUBMITTAL INFORMATION Corporation Stops - (F1101-x-Q-NL style) MALE IRON PIPE THREAD INLET BY QUICK JOINT FOR POLYETHYLENE PIPE (PEP) OUTLET Solid one piece tee-head and key External Nut Stop Body Outlet Threads Molded Buna-N Gasket Provides Hydraulic Seal Male Iron Pipe Threads Quick Joint Nut Inlet Outlet Stainless Steel Gripper Provides Axial Restraint Length VALVE BODY OUTLET APPROX. PART ✓ SUBMITTED VALVE SIZE INLET SIZE OUTLET SIZE LENGTH THREADS WT. LBS NUMBER ITEM(S) 3/4" 3/4" 3/4" 3-27/32" 1" Special 1.8 F1101-3-Q-NL 1" 1" 1" 4-5/8" 1-1/4" Special 3.1 F1101-4-Q-NL Note: Ford recommends insert stiffeners when using plastic tubing. FEATURES • All brass components that come in contact with potable water conform to AWWA Standard C800 (UNS NO C89833) • The product has the letters "NL" cast into the main body for proper identification • UL Classified to ANSI/NSF Standard 61 and Standard 61 Annex G (NSF/ANSI 372) • Brass components that do not come in contact with potable water conform to AWWA Standard C800 (ASTM B-62 and ASTM B-584, UNS NO C83600 - 85-5-5-5) • Body design provides larger, more rugged wrench flats for proper installation • Meets 100 PSI working pressure requirements of AWWA Standard C800 The Ford Meter Box Company considers the information in this submittal form to be correct at the time of publication. Item and option availability, including specifications, are subject to change without notice. Please verify that your product information is current. The Ford Meter Box Company, Inc. Submitted By: P.O. Box 443, Wabash, Indiana U.S.A. 46992-0443 Phone: 260-563-3171 / Fax: 800-826-3487 Overseas Fax: 260-563-0167 http://www.fordmeterbox.com 11/04/13 SUBMITTAL INFORMATION 70 Series Coppersetter - (VBH74-xxW-11-44-NL style) ANGLE BALL VALVE BY ANGLE CHECK VALVE (1" METER) DOUBLE PURPOSE UNION SWIVEL INLET AND OUTLET Angle Ball Angle Check Coppersetter Part Number Valve Valve HEIGHT APPROX. SUBMITTED CATALOG NUMBER (INCHES) WT. LBS. ITEM(S) 1" meter 10 9.2 VBH74-10W-11-44-NL 12 9.3 VBH74-12W-11-44-NL 15 9.6 VBH74-15W-11-44-NL 18 9.9 VBH74-18W-11-44-NL Height 21 11.4 VBH74-21W-11-44-NL 24 11.8 VBH74-24W-11-44-NL 27 12.1 VBH74-27W-11-44-NL 30 12.4 VBH74-30W-11-44-NL 33 12.7 VBH74-33W-11-44-NL 36 13.0 VBH74-36W-11-44-NL 39 13.3 VBH74-39W-11-44-NL 42 13.6 VBH74-42W-11-44-NL D.P. Swivel Bracing Eye D.P. Swivel Inlet Outlet Service Line Size INLET OUTLET Tie Bar for 1" D.P. Swivel 1" D.P. Swivel 21" and Taller Heights FEATURES • All brass that comes in contact with potable water conforms to AWWA standard C800 (UNS NO C89833) • Brass components that do not come in contact with potable water conform to AWWA Standard C800 (ASTM B-62 and ASTM B-854, UNS NO C83600 - 85-5-5-5) • The product has the letters “NL” cast into the main body for proper identification. • Saddle Nuts hold the meter in place for tightening • Bracing Eye is standard on all 70 Series Coppersetters • Tie Bar is standard for 21" and taller Coppersetter heights (74 Series) • Double Purpose Union Swivels will accommodate male iron pipe threads or flare copper • 1-1/8" Copper Risers provide more flow capacity • All Ford Setters are assembled with lead-free solder • Constructed of Type K Copper and conforms to ASTM B-88, Copper Alloy #122 The Ford Meter Box Company considers the information in this submittal form to be correct at the time of publication. Item and option availability, including specifications, are subject to change without notice. Please verify that your product information is current. The Ford Meter Box Company, Inc. Submitted By: P.O. Box 443, Wabash, Indiana U.S.A. 46992-0443 Phone: 260-563-3171 / Fax: 800-826-3487 Overseas Fax: 260-563-0167 http://www.fordmeterbox.com 08/03/11 RMB132412-SW-W Specifications With LC1324R-D Ductile Iron Lid Manufacture Process: RMB132412-SW-W: Sigma Straight Wall Meter Boxes are produced using Polyethylene regrind and virgin resins in a series of LAMINATED WALLS with an optional white interior Black Exterior coating. The outer wall is LAMINATED to the interior wall pro- viding greater side load-bearing capacity. When the two walls and are laminated together the Molecular Structure (fibers) from Bright White Interior each wall are crossed, creating a dual layer of much greater strength and wall thickness. Wall thickness shall be 1/2” and such that when buried, it will support an incidental traffic load as explained with an appropriate traffic rated lid. The box will have two pre-formed pipe entry areas, located at the center of each end (short side) of the box. LC1324R-D: Sigma Lid is manufactured in Ductile Iron as per ASTM, A 536. The material grade is permanently cast on the Lid. The box and lid together are tested in compliance with AASHTO H20 Standard and ANSI/SCTE 77 2010 meets the minimum H20 loading requirements and Tier 8 Vertical and Lateral load requirements. Lid possesses a 6”x9” reader door for ease of meter reading Interior: Interior shall be smooth and made of bright White polyethylene. Settling: Straight Wall Meter Box shall have an integral flat a settling plate around the base Lids: Straight Wall Meter Box will accept all standard covers. (also, AMR lids). Lid will have a textured non-slip surface. Load Testing: Vertical Load Test: For Tier 8 the vertical load is distributed over a 254mm (10 inch) x 254mm (10 inch) area. The load is to be applied with a 254mm (10 inch) x 254mm (10inch) x 25mm (1 inch) thick steel load plate backed with a 13mm (1/2 inch) thick rubber shim. Side Wall Load Test: For Tier 8 the design bearing pressure is uniformly distributed and applied parallel to the top surface of the enclosure on the longest wall. The pressures are trans- mitted by a flat, rigid steel plate(s) 610mm (24 inch) x 457mm (18 inch) x 25mm (1 inch). Vertical crush will exceed 20,000 pounds and sidewall load will exceed 900 pounds per sq. ft. SIGMA Corporation 700 Goldman Drive 800 999 2550 p www.sigmaco.com Cream Ridge, NJ 08514 V1 March 2018 SUBMITTAL INFORMATION Quick Joint Coupling - (C14-xx-Q-NL style) FEMALE IRON PIPE THREAD BY QUICK JOINT FOR COPPER OR PLASTIC TUBING (CTS) Iron Pipe Threads External Nut Stop Quick Joint Nut Stainless Steel Gripper for Axial Restraint FIP Size Quick Joint Size Length Molded Buna-N Spring Tip Gasket Provides Hydraulic Seal DESCRIPTION APPROX. PART ✓ SUBMITTED LENGTH FEMALE IRON PIPE Q.J. FOR CTS WT. LBS NUMBER ITEM(S) 1/2” 1/2” 1-9/16 .4 C14-11-Q-NL 3/4” 3/4” 1-1/4” .6 C14-33-Q-NL 3/4” 1” 1-3/4” .9 C14-34-Q-NL 1” 3/4” 1-3/4” .7 C14-43-Q-NL 1” 1” 2-1/8” .9 C14-44-Q-NL 1-1/2” 1-1/2” 2-7/16” 2.3 C14-66-Q-NL 2” 2” 2-5/8” 2.8 C14-77-Q-NL Note: Ford recommends insert stiffeners when using plastic pipe or tubing FEATURES • All brass that comes in contact with potable water conforms to AWWA Standard C800 (UNS NO C89833) • Brass components that do not come in contact with potable water conform to AWWA Standard C800 (ASTM B-62 and ASTM B-584, UNS NO C83600 - 85-5-5-5) • The product has the letters “NL” cast into the main body for proper identification • UL Classified to ANSI/NSF Standard 61 and Annex G • Sleeve design provides hexagonal wrench flats for proper installation The Ford Meter Box Company considers the information in this submittal form to be correct at the time of publication. Item and option availability, including specifications, are subject to change without notice. Please verify that your product information is current. The Ford Meter Box Company, Inc. Submitted By: P.O. Box 443, Wabash, Indiana U.S.A. 46992-0443 Phone: 260-563-3171 / Fax: 800-826-3487 Overseas Fax: 260-563-0167 http://www.fordmeterbox.com 12/06/11 ES-LF007 For Non-Health Hazard Applications Job Name ––––––––––––––––––––––––––––––––––––––––––– Contractor –––––––––––––––––––––––––––––––––––––––––––– Job Location ––––––––––––––––––––––––––––––––––––––––– Approval ––––––––––––––––––––––––––––––––––––––––––––– Engineer ––––––––––––––––––––––––––––––––––––––––––––– Contractor’s P.O. No. –––––––––––––––––––––––––––––––––– Approval ––––––––––––––––––––––––––––––––––––––––––––– Representative –––––––––––––––––––––––––––––––––––––––– LEAD FREE* Series LF007 Double Check Valve Assemblies Sizes: 1⁄2" – 3" (15 – 80mm) Series LF007 Double Check Valve Assemblies shall be installed at referenced cross-connections to prevent the backflow of polluted water into the potable water supply. Only those cross-connections identified by local inspection authorities as non-health hazard shall be allowed the use of an approved double check valve assembly. The LF007 features Lead Free* construction to comply with Lead 3⁄4" (20mm) LF007M3QT Free* installation requirements. Check with local authority having jurisdiction regarding vertical orien- tation, frequency of testing or other installation requirements. The valve shall meet the requirements of ASSE Std. 1015 and AWWA Std. C510. Approved by the Foundation for Cross- Test Cocks Connection Control and Hydraulic Research at the University of Southern California. Features • Ease of maintenance — only one cover • Top entry • Replaceable seats and seat discs • Modular construction • Compact design •  Lead Free* cast copper silicon alloy body construction — 1⁄2" – 2" (15 – 50mm) • Fused epoxy coated cast iron body — 21⁄2" – 3" (65 – 80mm) First Check Second Check Module Assembly Module Assembly • Top mounted Lead Free* ball valve test cocks • Low pressure drop The LF007 Series features a modular design concept which facilitates • No special tools required for servicing complete maintenance and assembly by retaining the spring load. • 1⁄2" – 1" (15 – 25mm) have tee handles Specifications A Double Check Valve Assembly shall be installed at each noted location. The assembly shall consist of two positive seating check modules with captured springs and rubber seat discs. The check module seats and seat discs shall be replaceable. Service of all internal components shall be through a single access cover Now Available secured with stainless steel bolts. The Double Check Valve WattsBox Insulated Enclosures. Assemblies shall be constructed using Lead Free* cast copper For more information, send for literature ES-WB. silicon alloy. Lead Free* Double Check Valve Assemblies shall comply with state codes and standards, where applicable, requir- ing reduced lead content. The assembly shall also include two NOTICE resilient seated isolation valves; four top mounted, resilient seated Inquire with governing authorities for local installation requirements test cocks. The assembly shall meet the requirements of ASSE Std. 1015 and AWWA Std. C510. Approved by the Foundation for Cross-Connection Control and Hydraulic Research at the University *The wetted surface of this product contacted by consumable of Southern California. Assembly shall be a Watts Series LF007. water contains less than 0.25% of lead by weight. Watts product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, please contact Watts Technical Service. Watts reserves the right to change or modify product design, construction, specifications, or materials with- out prior notice and without incurring any obligation to make such changes and modifications on Watts products previously or subsequently sold. Pressure — Temperature Models 1⁄2" – 2" (15 – 50mm) Sizes: Temperature Range: 33°F – 180°F (0.5°C – 82°C). 1⁄2" – 2" (15 – 50mm) Maximum Working Pressure: 175psi (12.1 bar). Suffix: 21⁄2" – 3" (65 – 80mm) S - copper silicon alloy strainer Temperature Range: 33˚F – 110°F (0.5˚C – 43°C) continuous, LF - without shutoff valves 140°F (60°C) intermittent. Prefix: Maximum Working Pressure: 175psi (12.1 bar). U - Union connections Standards 21⁄2" – 3" (65 – 80mm) Suffix: ASSE Std. 1015, AWWA Std. C510 NRS - non-rising stem resilient seated gate valves IAPMO PS31, CSA B64.5 OSY - UL/FM outside stem and yoke resilient seated gate valves Approvals LF - without shutoff valves † ASSE, AWWA, IAPMO, CSA, UPC QT-FDA - FDA epoxy coated quarter-turn ball valves s Approved by the Foundation for Cross-Connection Control and Hydraulic Research at the University of Southern California. • Models with suffix LF and S are not listed. u UL Classified (without shutoff valves only) 3⁄4" – 2" (20 – 50mm) (except 007M3LF) u UL Classified with OSY gate valves (21⁄2" and 3" horizontal only.) ▼ 1⁄2" - 2" models Lead Free* with strainer Horizontal and vertical “flow up" approval on all sizes As A C B Bs D F R T Subscript ‘S’ = strainer model Dimensions – Weights MoDeL Size (DN) DiMeNSioNS WeighT A B C D F G R T in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm lbs. kgs. †s▼ LF007QT 1⁄2 15 10 254 45⁄8 117 27⁄16 62 — — 5 127 33⁄8 85 25⁄16 59 21⁄16 52 4.5 2 †s▼ LF007M3QT 3⁄4 20 111⁄8 282 4 102 31⁄8 79 — — 63⁄16 157 37⁄16 87 21⁄8 54 15⁄16 33 5 2.3 †s▼ LF007M1QT 1 25 131⁄4 337 51⁄8 130 4 102 — — 71⁄2 191 33⁄8 85 111⁄16 43 111⁄16 43 12 5.4 †s▼ LF007M2QT 11⁄4 32 163⁄8 416 5 127 35⁄16 84 — — 91⁄2 241 5 127 3 76 2 50 15 6.8 †s▼ LF007M2QT 11⁄2 40 163⁄4 425 47⁄8 124 31⁄2 89 — — 93⁄4 248 513⁄16 148 31⁄8 79 211⁄16 68 15.9 7.2 †s▼ LF007M1QT 2 50 191⁄2 495 61⁄4 159 4 102 — — 133⁄8 340 61⁄8 156 37⁄16 87 211⁄16 68 25.7 11.7 •▼ LF007QT-S 1⁄2 15 13 330 6 152 27⁄16 62 3 76 5 127 33⁄8 85 25⁄16 59 21⁄16 52 5.5 2.5 •▼ LF007M3QT-S 3⁄4 20 141⁄2 368 61⁄8 156 31⁄8 79 3 76 63⁄16 157 37⁄16 87 21⁄8 54 15⁄16 33 6.7 3.1 •▼ LF007M1QT-S 1 25 1715⁄16 157 73⁄4 197 4 102 31⁄4 83 71⁄2 191 33⁄8 85 111⁄16 43 111⁄16 43 14 6.4 •▼ LF007M2QT-S 11⁄4 32 211⁄2 546 71⁄16 179 35⁄16 84 31⁄2 83 91⁄2 241 5 127 3 76 2 50 19 8.6 •▼ LF007M2QT-S 11⁄2 40 251⁄16 637 71⁄16 179 31⁄2 89 33⁄4 95 93⁄4 248 513⁄16 148 31⁄8 79 211⁄16 68 19.6 8.9 •▼ LF007M1QT-S 2 50 271⁄4 692 83⁄4 222 4 102 4 102 133⁄8 340 61⁄8 156 37⁄16 87 211⁄16 68 33.5 15.2 Dimensions – Weights Sizes: 21⁄2" – 3" (65 – 80mm) C (open) 9" (229mm) 45⁄16" (109mm) N e1 e R M A Strainer Dimensions MoDeL Size (DN) DiMeNSioNS WeighT A B E, E1 R Size WeighT in. mm in. mm in. mm in. mm in. mm lbs. kgs. M N LF007QT-FDA 21/2 65 331/8 841 63/8 162 91⁄16 230 83/4 222 155 70 in. mm in. mm in. mm lbs. kgs. s LF007-NRS 21/2 65 331/8 841 93/8 238 91⁄16 230 83/4 222 155 70 21⁄2 65 10 254 61⁄2 165 28 13 su LF007-OSY 21/2 65 331/8 841 163/8 416 91⁄16 230 83/4 222 158 72 3 80 101⁄8 267 7 178 34 15 LF007-QT-FDA 3 80 331/8 867 63/8 162 91⁄16 230 83/4 222 155 70 s LF007-NRS 3 80 331/8 867 101/4 260 91⁄16 230 83/4 222 185 84 su LF007-OSY 3 80 331/8 867 187⁄8 479 91⁄16 230 83/4 222 185 84 1" LFU007M1QT Union Tailpiece Union Tailpiece Union Nut Union Nut A Sizes: 1⁄2" – 2" (15 – 50mm) MoDeL Size(DN) DiMeNSioNS A in. mm in. mm LFU007QT 1⁄2 15 1213⁄16 326 LFU007M2QT 3⁄4 20 1313⁄16 350 LFU007M2QT 1 25 165⁄8 422 LFU007M2QT 11⁄4 32 203⁄4 527 LFU007M2QT 11⁄2 40 211⁄2 546 LFU007M1QT 2 50 241⁄2 622 Capacity As compiled from documented Foundation for Cross-Connection Control and hydraulic Research at the University of Southern California lab tests. †† Typical maximum system flow rate (7.5 feet/sec., 2.3 meters/sec.) ** UL rated flow 1⁄2" (15mm) 11⁄2" (40mm) †† bars psi †† bars psi .8 12 .8 12 .7 10 .7 10 .5 8 .5 8 .4 6 .4 6 .3 4 .3 4 .1 2 Pressure Drop.1 2 Pressure Drop0 0 0 0 0 2 4 6 8 10 12 gpm 0 10 20 30 40 50 60 70 80 90 100 110 120 gpm 0 7.6 15.2 22.8 30.4 38 45.6 lpm 0 38 76 114 152 190 228 66 304 342 380 418 456 lpm 5 7.5 10 fps 5 7.5 10 15 fps 1.5 2.5 3.0 mps 1.5 2.5 3.0 4.5 mps Flow Flow 3⁄4" (20mm) 2" (50mm) bars psi †† 1.5 22 bars psi †† .8 12 1.2 18 .7 10 .5 8 .96 14 .4 6 .3 4 .69 10 .1 2 Pressure Drop0 0 .41 6 Pressure Drop 0 25 50 75 100 125 150 175 200 gpm 0 95 190 285 380 475 570 665 760 lpm .14 2 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 0 5 10 15 20 25 30 35 40 45 50 gpm 0 19 38 57 76 95 114 133 152 171 190 lpm Flow 7.5 15 lps 2.3 4.6 mps Flow 1" (25mm) 21⁄2" (65mm) bars psi †† bars psi †† 1.1 16 ** .7 10 .8 12 .7 10 .5 8 .5 8 .4 6 .4 6 .3 4 .3 4 Pressure Drop Pressure Drop .1 2 .1 2 0 0 0 5 10 15 20 25 30 35 40 45 50 55 60 gpm 0 25 50 75 100 125 150 175 200 225 250 gpm 0 19 38 57 76 95 114 133 152 171 190 209 228 lpm 0 95 190 285 380 475 570 665 760 855 950 lpm 5 7.5 10 15 fps 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 1.5 2.3 3.0 4.6 mps Flow Flow 11⁄4" (32mm) 3" (80mm) bars psi †† bars psi †† 1 14 .7 10 ** .8 12 .5 8 .7 10 .4 6 .5 8 .3 4 .4 6 .1 2 .3 4 Pressure Drop 0 0 .1 2 Pressure Drop0 25 50 75 100 125 150 175 200 225 250 275 300 325 gpm 0 0 0 95 190 285 380 475 570 665 760 855 950 1045 1140 1235 lpm 0 10 20 30 40 50 60 70 80 90 100 110 120 gpm 5 7.5 10 fps 0 38 76 114 152 190 228 266 304 342 380 418 456 lpm 1.5 2.3 3.0 mps 5 7.5 10 15 fps Flow 1.5 2.3 3.0 4.6 mps Flow A Watts Water Technologies Company USA: Tel: (978) 688-1811 • Fax: (978) 794-1848 • www.watts.com Canada: Tel: (905) 332-4090 • Fax: (905) 332-7068 • www.watts.ca ES-LF007 1325 © 2013 Watts 9.8 MUELLER® SUPER CENTURION® FIRE HYDRANT Rev. 8-04 Shaded area indicates changes ❏ Super Centurion 250™ 3-way catalog numbers (approved to UL 246, FM 1510, ANSI/AWWA C502 Standards) - A-421 4-1/2" main valve opening three way (two hose nozzles and one pumper nozzle) A-423 5-1/4" main valve opening three way (two hose nozzles and one pumper nozzle) Super Centurion 200™ 2-way catalog numbers (approved to ANSI/AWWA C502 Standards) - A-420 4-1/2" main valve opening two way (two hose nozzles) A-422 5-1/4" main valve opening two way (two hose nozzles) A-425 5-1/4" main valve opening two way (two pumper nozzles) Super Centurion 200™ 1-way catalog number (approved to ANSI/AWWA C502 Standards)- A-424 4-1/2" main valve opening one way (one pumper nozzle) ❏ 10 year limited warranty on material and workmanship ❏ Meets all applicable parts of ANSI/AWWA C502 Standard ❏ Post type dry barrel design ❏ Dry top design with O-ring sealed oil reservoir ❏ Traffic feature with stainless steel safety stem coupling ❏ Compression-type main valve closes with pressure for positive seal; it is made of rubber and is conveniently reversible providing a spare for long service life ❏ Operating nut available in wide variety of shapes and sizes-open left or right ❏ Field replaceable hose and pumper nozzles ❏ Hose and pumper nozzles have large radius, full flow openings for low friction loss ❏ Contoured shoe is designed for full flow ❏ Dual bronze drain valves provide effective barrel drainage ❏ 250 psig (1723 kPa) maximum working pressure, 500 psig (3447 kPa) static test pressure for 3-way hydrants; 200 psig (1379 kPa) maximum working pressure, 400 psig (2758 kPa) static test pressure for 2-way and 1-way hydrants Dimensions Non-rotating bolt design: cast-in pads elimi- nate need for anti-rotation bolts. Mechanical joint standard and D-150 Front view detail of Mechanical joint (Standard only) Flange ANSI 125/150 or PN 10/16 Drilling Vertical Flange* Slip-on * 4" Vertical shoe available for A-420 and A-421 hydrants. SEE PAGE 9.28 FOR ORDERING INSTRUCTIONS MATERIAL APPROVAL SUBMITTAL Form Approved OMB No 9000-0062 (See Instructions on Reverse) Expires May 31, 2005 Public reporting burden for this collection of information is estimated to average 20 minutes per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of information, including suggestions for reducing this burden to the Department of Defense, Washington Headquarters Services, Directorate for Information Operations and Reports, 1215 Jefferson Davis Highway, Suite 1204, Arlington VA 22202-4302, and to the Office of Management and Budget, Paperwork Reduction Project OMB No 9000-0062, Washington DC 20503. Please DO NOT RETURN your form to either of these addresses. Send your completed form to: SAF/AQCP, 1060 Air Force Pentagon, Washington DC 20330-1060. TO: (Contracting Officer) FROM: (Contractor) DATE (YYYYMMDD) CONTRACT NUMBER SUBMISSION NUMBER SUBMITTAL NEW RESUBMITTAL PREVIOUS SUBMISSION NUMBER PROJECT NUMBER TO BE COMPLETED BY CONTRACTOR FOR GOVERNMENT USE ONLY ITEM SPECIFICATION SECTION/ DESCRIPTION OF MATERIAL AP- DISAP- SEE NO. PARA NO./DRAWING NO. (Include Type, Model Number, Catalog Number, Mfg., etc.) PROVED PROVED REVERSE INITIAL BY COMPLETING THIS FORM, THE UNDERSIGNED CONTRACTOR CERTIFIES THAT THE MATERIAL COMPLIES WITH ALL SPECIFICATIONS OF SUBJECT CONTRACT. DATE (YYYYMMDD) TYPE OR PRINT NAME AND TITLE SIGNATURE FOR GOVERNMENT USE ONLY TO: (Base Civil Engineering Officer) For Evaluation and Action DATE(YYYYMMDD) TYPE OR PRINT NAME AND GRADE SIGNATURE TO: (AF Contracting Office) RECOMMEND APPROVAL DISAPPROVAL AS INDICATED ABOVE AND SUBJECT TO ANY APPLICABLE COMMENTS ON THE REVERSE DATE(YYYYMMDD) TYPE OR PRINT NAME AND GRADE SIGNATURE TO: (Contractor) DISAPROVED AS INDICATED ABOVE AND SUBJECT TO ANY APPLICABLE COMMENTS ON THE REVERSE SIDE. REQUEST APPROVED RESUBMITTAL ON DISAPPROVED ITEMS WITHIN DAYS OF DATE SHOWN BELOW. DATE(YYYYMMDD) TYPE OR PRINT NAME AND GRADE SIGNATURE AF IMT 3000, 20030901, V1 PREVIOUS EDITION IS OBSOLETE. COMMENTS (Number to correspond with applicable Item Number on reverse) INSTRUCTIONS TO CONTRACTORS 1. The term "material" is defined as articles, supplies, raw materials, equipment, parts, components, and end items that are to be incorporated into the work required by the contract. 2. This form is to be used by contractors for submitting Shop Drawings, Equipment Data, Manufacturer's Literature and Certificates and samples of Materials to the Government for approval in accordance with the provisions of this contract. Unless otherwise specified, it is to be prepared in 4 copies, signed, and provided to the contracting officer with appropriate attachments. 3. Item(s) to be approved will be clearly tabbed or identified. Data pertaining to item(s) to be approved will be clearly identified or tabbed, particularly where documents are voluminous, in order to properly evaluate the materials or articles to be incorporated in the work. Each attachment will be numbered to correspond with the item number shown on the face of this form. 4. Requests submitted shall be numbered consecutively, by contract, in the space entitled "Submission No.". This number, in addition to the Contract No., will be used to identify each Material Approval Submittal. Resubmissions will be indicated in the appropriate block and the insertion of previous submission number and data in addition to a new submission number. A single submission should be used for all work of a section of the specifications, but in NO instance should the submission include work for more than one (1) contract. Submittals requiring priority handling will be submitted by separate submittal using the form and so marked across the face of the form. 5. This Material Approval Submittal is not valid unless it is signed by the contracting officer. This approval is required as called for by the contracting officer under the terms of this contract. AF IMT 3000, 20030901, V1 (REVERSE) --- Maximum test pressure: 4.3 PSI (29.6KPA) � Maximum operating temperature: 140° F nonconsistent Fernco Flexible Couplings The industry standard for sewer, drain, waste & vent piping. Specially formulated PVC compound positively Because of their quality and ease of installation, Fernco Flexible Couplings have seals any sewer and drain connection. found wide acceptance among sewer and plumbing contractors and municipalities. Fernco couplings are used for all types of in-house and sewer applications: drain waste, repairs, vent piping, house-to-main, cut-ins, conductor and roof drains and increasers-reducers. Made of tough elastomeric polyvinyl chloride (PVC), they are strong, resilient and unaffected by soil conditions. They are also resistant to chemicals, ultraviolet rays, fungus growth, and normal sewer gases due to the inert nature and physical properties of the material. And they are leakproof, rootproof and seal against infiltration and exfiltration. Tested designs backed by over The dimensional flexibility of Fernco cou­ four decades of proven performance. plings ensures leakproof seals on virtually any pipe material: plastic, cast iron, asbes­ • Positive seal against infiltration and exfiltration tos cement, clay, concrete, steel, copper and ductile iron. All couplings are clearly • Leakproof and resistant to chemicals, ultraviolet rays, marked with part number, size, and pipe fungus growth, and normal sewer gases materials that the coupling will connect. • Conforms to ASTM D5926, Cl 173 and CSA B602 Fernco makes fast delivery of stock items with no minimum order required. For • Connects pipes of same or different sizes and materials special applications, our custom design quickly and easily service can supply couplings to individual • Stainless steel clamps are corrosion-resistant and rustproof customer requirements. Ferried Product Data Sheet < ST ANDARDS > introductionintroduction Ring-Tite® piping systems are SDR35 and SDR28 sewer pipes and fittings manufactured to demanding ASTM, BNQ and CSA standards. Ring-Tite joints CSA ASTM B182.2 F679 can withstand well in excess of both the ASTM and CSA requirements. PRODUCT AVAILABILITY NQ 3624- 130/135 SDR28 4", 5" and 6" (100 mm, 125 mm & 150 mm) SDR35 4" through 60" (100 mm – 1500 mm) SDR41 10" through 60" (250 mm – 1500 mm) www.ipexna.com Toll Free: 800 463-9572 1 of 4 Product Data Sheet Short-Form Specification General Lubricant Main line sewers will be PVC SDR35 sewer pipe and All Ring-Tite Gasketed Sewer Pipe must be assembled shall be in compliance with ASTM D 3034 or using PVC pipe lubricant. ASTM F679 and third party certified to CSA B182.2. Sewer laterals will be PVC SDR28 sewer pipe and shall be third party certified by CSA as above. Markings Ring-Tite Gasketed Sewer Pipes are marked as prescribed in the above applicable standards to indicate Material size of the pipe, material designation, compliance to PVC Poly(Vinyl Chloride) used in the manufacturing of standard, and manufacturer’s name or trademark. Ring-Tite Gasketed Sewer Pipe complies with ASTM D1784, Standard Specification for Rigid Poly(Vinyl Chloride) (PVC) Compounds and Chlorinated Colour Coding Poly(Vinyl Chloride) (CPVC) Compounds, having a cell Ring-Tite Gasketed Sewer Pipe is colour-coded green for classification of 12454 or 12364. SDR35 and white for SDR28 & SDR41. Gasket materials used in the manufacturing of Ring-Tite Gasketed Sewer Pipe complies with the following Joints requirements: Sealing gaskets must meet the requirements of ASTM F477 “Standard Specification for Elastomeric ASTM D3034 or ASTM F679, CSA B182.2. In addition, Seals (Gaskets) for Joining Plastic Pipe” for low-head the pipe joints must be able to withstand a minimum applications, or hydrostatic pressure of 345 kPa (50 psi) without leakage. ASTM F913 “Standard Specification for Thermoplastic Elastomeric Seals (Gaskets) for Joining Plastic Pipe” Pipe Stiffness Extruded Pipe The minimum ring stiffness shall be 320 kPa (46 psi) for SDR35 pipe and 625 kPa (90 psi) for SDR 28. This Extruded Ring-Tite Gasketed Sewer Pipe conforms to the stiffness will be determined using the test methods following standards: prescribed by ASTM D3034 and ASTM F679. ASTM D2412 “Standard Test Method for Determination of External Loading Characteristics of Plastic Pipe by Fittings Parallel-Plate Loading” Injection-molded gasketed PVC fittings shall meet the ASTM D3034 “Standard Specification for Type PSM requirements of ASTM 3034 and ASTM F1336 and Poly(Vinyl Chloride) (PVC) Sewer Pipe and Fittings” shall be certified to CSA B182.1 or CSA B182.2. Fabricated fittings must conform to ASTM F1336 and ASTM D3212 “Standard Specification for Joints for CSA B182.2 Drain and Sewer Plastic Pipes Using Flexible Elastomeric Seals” ASTM F679 “Standard Specification for Poly(Vinyl Chloride) (PVC) Large-Diameter Plastic Gravity Sewer Pipe and Fittings” www.ipexna.com Toll Free: 800 463-9572 2 of 4 Product Data Sheet Dimensions SDR35 SDR28 Min. Wall Min. Wall Size Average ID Average OD Average ID Average OD Thickness Thickness in mm in mm in mm in mm in mm in mm in mm 4 100 3.97 100.94 0.12 3.06 4.21 107.06 3.91 99.42 0.15 3.82 4.21 107.06 5 135 5.32 135.08 0.16 4.09 5.64 143.26 5.24 133.02 0.20 5.12 5.64 143.26 6 150 5.92 150.29 0.18 4.55 6.28 159.39 5.83 148.01 0.22 5.69 6.28 159.39 8 200 7.92 201.16 0.24 6.10 8.40 213.36 – – – – – – 10 250 9.90 251.46 0.30 7.62 10.50 266.70 – – – – – – 12 300 11.79 299.36 0.36 9.07 12.50 317.50 – – – – – – 15 375 14.43 366.42 0.44 11.10 15.30 388.62 – – – – – – 18 450 17.63 447.87 0.53 13.57 18.70 475.01 – – – – – – 21 525 20.79 527.99 0.63 16.00 22.05 559.99 – – – – – – 24 600 23.39 594.00 0.71 18.00 24.80 630.00 – – – – – – 27 675 26.36 669.42 0.80 20.29 27.95 710.00 – – – – – – 30 750 30.17 766.36 0.91 23.22 32.00 812.80 – – – – – – 36 900 36.11 917.22 1.09 27.79 38.30 972.80 – – – – – – 42 1,050 41.95 1,065.72 1.27 32.29 44.50 1,130.30 – – – – – – 48 1,200 47.89 1,216.56 1.45 36.87 50.79 1,290.30 – – – – – – 54 1,350 54.27 1,378.49 1.64 41.77 57.55 1,462.00 – – – – – – 60 1,500 58.08 1,475.48 1.76 44.71 61.61 1,564.90 – – – – – – Ring-Tite fittings are injection molded in most configurations up to 375mm (15") nominal diameter. Larger sizes are fabricated from sections of pipe. Installation Please consult with our PVC Sewer Pipe and Fittings Installation Guide for complete installation information including: • Receiving and Handling Pipe Shipments • Assembling IPEX Joints • Trench Preparation • Curvature of the Pipeline • Lowering Pipe and Fittings into Trench • Cutting and Chamfering the Pipe The guide is available at www.ipexna.com www.ipexna.com Toll Free: 800 463-9572 3 of 4 About IPEX About the IPEX Group of Companies As leading suppliers of thermoplastic piping systems, the IPEX Group of Companies provides our customers with some of the world’s largest and most comprehensive product lines. All IPEX products are backed by more than 50 years of experience. With state-of-the-art manufacturing facilities and distribution centers across North America, we have established a reputation for product innovation, quality, end-user focus and performance. Markets served by IPEX group products are: • Electrical systems • Telecommunications and utility piping systems • Industrial process piping systems • Municipal pressure and gravity piping systems • Plumbing and mechanical piping systems • Electrofusion systems for gas and water • Industrial, plumbing and electrical cements • Irrigation systems • PVC, CPVC, PP, PVDF, PE, ABS, and PEX pipe and fittings Products are manufactured by IPEX Inc. and distributed in the United States by IPEX USA LLC. Ring-Tite® is a trademark of IPEX Branding Inc. This literature is published in good faith and is believed to be reliable. However, it does not represent and/or warrant in any manner the information and suggestions contained in this brochure. Data presented is the result of laboratory tests and field experience. A policy of ongoing product improvement is maintained. This may result in modifications of features and/or specifications without notice. USA ® www.ipexna.com © 2016 DS Ring-TiteToll Free: 800 463-9572 4 of 4 GPK FITTING SUBMITTAL SHEET Intro: GPK manufactures PVC sewer fittings in accordance with either ASTM D 3034, F 1336 or F 679 to be used in gravity flow or low pressure applications. Injection molded fittings are produced in sizes 4" (100mm) through 12" (300mm) diameter. Fabricated fittings are produced in sizes 4" (100mm) through 36" (973mm) diameter. Material: Fabricated fittings are manufactured from PVC pipe and molded components meeting the requirements of either ASTM D 3034, F 1336 or F 679 for workmanship, extrusion quality, stiffness, impact resistance, dimensions and structural performance. Extruded pipe components are made from PVC material with a minimum cell classification of 12454, 13343 or12364 as defined in ASTM D 1784. Injection molded fittings are made from PVC material with a minimum cell classification of 12454 or 13343 as defined in ASTM D 1784. Extrusion Quality: Extruded components are tested in accordance with and meet the requirements of ASTM D 2152 for properly fused PVC. Impact Resistance: Extruded components are tested in accordance with ASTM D 2444 using a 20 lb (9.07kg). Tup A and a Flat Plate Holder B. The strength shall equal or exceed the values shown below: 4" - 5" 150 Ft-Lbs 6" - 8" 210 Ft-Lbs 10" - 36" 220 Ft-Lbs (100mm - 125mm 203 J) (150mm - 200mm 284 J) (250mm - 973mm 299 J) Impact Resistance: Injection molded fittings are tested in accordance with ASTM D 2444 using a 20 lb (9.07kg). Tup A and a Flat Plate Holder B. The strength shall equal or exceed the values shown below: 4" 50 Ft-Lbs 6" - 8" 75 Ft-Lbs 10"-12" 90 FT-Lbs (100mm 68 J) (150mm - 200mm 102 J) (250mm - 300mm 122 J) Pipe Stiffness: Extruded components are tested in accordance with ASTM D 2412. The stiffness equals or exceeds the requirements of ASTM D 3034 and F 679. Pipe Flattening: Extruded components are flattened as described in ASTM D 3034 and F 679 until the distance between the plates is 40% of the outside diameter of the pipe. There shall be no splitting, cracking or breaking. Pressure/Pressure Deflection: Gasketed joints are tested in accordance with ASTM D 3212. Pressure: 10 minutes @ 10.8 psi (74.5 kPa) + 10 minutes deflected @ 10.8 psi (74.5 kPa). Vacuum: 10 minutes @ 22 in. Hg (74 kPa) + 10 minutes deflected @ 22 in. Hg (74 kPa). Branch Bending: The chemically fused areas around the fabricated branches of tee, wye and tee-wye fittings are tested to ASTM F 1336 to verify their strength and integrity. Pipe Stop Support: Tee and tee-wye fittings are tested to requirements of ASTM F1336 for pipe stop load support. No cracking or splitting shall occur and pipe spigot shall not protrude into waterway of the fitting. Joining Methods: Chemically Fused Solvent Weld Joints Solvent cement is handled and tested in accordance with ASTM D 2564 and D 2855. The Lap Shear Strength shall equal or exceed 900 psi (6205 kPa) @ 72 hours. Heat Fusion Welded Joints (Butt Fusion Welds) Elastomeric Seals (Gaskets) Must meet all requirements of ASTM F 477 and D 3212. Saddles: Injection molded saddle tees and saddle wyes shall have skirts with a minimum of 80 square inches (516 square cm) surface area which can be bonded to pipe. Fabricated saddle tees and saddle wyes shall have skirts with a minimum of 160 square inches (1032 square cm) surface area which can be bonded to pipe. GPK does not recommend gasket skirts where air tests are required. Epoxy Reinforced Welds. 2 1008 HAND HOLD Bright Red Reflectors Hand Hold Step SPECIFICATIONS All Lane Poly Steps meet the requirements of ASTM C-478 and AASHTO M-199. The polypropylene conforms to ASTM D-4101. The ½” Grade 60 reinforcing bar meets ASTM A-615. LANE POLYPROPYLENE MANHOLE STEPS P.O. Box 925 10758 S.W. Manhasset Dr. Tualatin, OR 97062 503-692-9860 800-666-0076 Fax 503-692-9863 www.laneinternational.com r·~/NTERNA770NAL"'I~ CORPORATION CERTIFICATE OF COMPLIANCE All of the LANE PLASTIC HAND HOLD STEPS made of polypropylene conform to ASTM D4101-82. (The previous standard of ASTM 2146-82 was replaced by D4101-82.) The 112"reinforcing rod conforms to ASTM A-615 Grade 60 requirements and isof domestic origin. They meet and/or exceed ASTM C478-88 paragraph 13.4, AASHTO M- 199, C497, SSPWC Standard Plan 636 and California Code of Regulations Title8, General Industrial Safety Orders. The LANE PLASTIC MANHOLE STEPS meet and/or exceed the 1,500 lbs. pullout force and the vertical deflection of 800 lbs. when properly installed. All of the components are of domestic origin and all manufacturing is done in our plant in Tualatin, Oregon. These manhole steps are of U.S. origin and comply with the ARRA Act of2009. We also certify that the reinforcing steel provided in our LANE PLASTIC HAND HOLD STEPS is in full compliance with the American Iron and Steel requirements as mandated in the EPA's State Revolving Fund Programs, specifically the Consolidated Appropriations Act of2014, Section 436. Lane International Corp. '~~'g' OFFICIAL STAMP •. \ SHERrl LEE DUYAO \., ".I NOTARY PUBUC.OREGON I , COMMISSION NO. 954359 MY COMMISSION EXPIRES SEPTEMBER 11, 2020 Mailing Address: P.O. Box 925 • Tualatin, OR 97062 Street Address: 10758 S.W. Manhasset Dr. Tualatin, OR 97062 Phone: 503-692-9860 • 800-666-0076 • Fax: 503-692-9863 • www.laneinternational.com P-14938 Bright Red Reflectors SPECIFICATIONS All Lane Poly Steps meet the requirements of ASTM C-478 and AASHTO M-199. The polypropylene conforms to ASTM D- 4101. The ½” Grade 60 reinforcing bar meets ASTM A-615. LANE POLYPROPYLENE MANHOLE STEPS P.O. Box 925 10758 S.W. Manhasset Dr. Tualatin, OR 97062 503-692-9860 800-666-0076 Fax 503-692-9863 www.laneinternational.com Ir·~/NTERNA170NAL ""~ CORPORATION CERTIFICATE OF COMPLIANCE All of the LANE PLASTIC MANHOLE STEPS made of polypropylene conform to ASTM D41 01-82. (The previous standard of ASTM 2146-82 was replaced by D41 01-82.) The 1/2" reinforcing rod conforms to ASTM A-615 Grade 60 requirements and isof domestic origin. They meet and/or exceed ASTM C478-88 paragraph 13.4, AASHTO M- 199, C497, SSPWC Standard Plan 636 and California Code of Regulations Title8, General Industrial Safety Orders. The LANE PLASTIC MANHOLE STEPS meet and/or exceed the 1,500 lbs. pullout force and the vertical deflection of 800 lbs. when properly installed. All of the components are of domestic origin and all manufacturing is done in our plant in Tualatin, Oregon. These manhole steps are of U.S. origin and comply with the ARRA Act of2009. We also certify that the reinforcing steel provided in our LANE PLASTIC MANHOLE STEPS is in full compliance with the American Iron and Steel requirements as mandated in the EPA's State Revolving Fund Programs, specifically the Consolidated Appropriations Act of2014, Section 436. Lane International Corp. OFFICIAL STAMP ~ ., SHEFU LEE DUYAO I)'I NOTARY PUBUC.OREGON ~... }~ COMMI:)SION NO. 954359 MY COMMISSION EXPIRES SEPTEMBER 11, 2020 Mailing Address: P.O. Box 925 • Tualatin, OR 97062 Street Address: 10758 S.W. Manhasset Dr. Tualatin, OR 97062 Phone: 503-692-9860 • 800-666-0076 • Fax: 503-692-9863 • www.laneinternational.com r·~/NTERNA770NAL"'I~ CORPORATION CERTIFICATE OF COMPLIANCE All of the LANE PLASTIC HAND HOLD STEPS made of polypropylene conform to ASTM D4101-82. (The previous standard of ASTM 2146-82 was replaced by D4101-82.) The 112"reinforcing rod conforms to ASTM A-615 Grade 60 requirements and isof domestic origin. They meet and/or exceed ASTM C478-88 paragraph 13.4, AASHTO M- 199, C497, SSPWC Standard Plan 636 and California Code of Regulations Title8, General Industrial Safety Orders. The LANE PLASTIC MANHOLE STEPS meet and/or exceed the 1,500 lbs. pullout force and the vertical deflection of 800 lbs. when properly installed. All of the components are of domestic origin and all manufacturing is done in our plant in Tualatin, Oregon. These manhole steps are of U.S. origin and comply with the ARRA Act of2009. We also certify that the reinforcing steel provided in our LANE PLASTIC HAND HOLD STEPS is in full compliance with the American Iron and Steel requirements as mandated in the EPA's State Revolving Fund Programs, specifically the Consolidated Appropriations Act of2014, Section 436. Lane International Corp. '~~'g' OFFICIAL STAMP •. \ SHERrl LEE DUYAO \., ".I NOTARY PUBUC.OREGON I , COMMISSION NO. 954359 MY COMMISSION EXPIRES SEPTEMBER 11, 2020 Mailing Address: P.O. Box 925 • Tualatin, OR 97062 Street Address: 10758 S.W. Manhasset Dr. Tualatin, OR 97062 Phone: 503-692-9860 • 800-666-0076 • Fax: 503-692-9863 • www.laneinternational.com 70 Grade Rings WSDOT B-30.91-01 Ring Reinforcing Meets ASTM / WSDOT specifications #3 Rebar hoop Step Cut Outs 24" 4 inch and 6 inch have step cut outs for easy installation of steps 5" 6" 24" 5" 4" 24" 24" 1" 5" 2" 5" Note: drawings not to scale Shope Enterprises, Inc. (253) 848-1551 1-800-422-7560 [Toll Free - WA only] 1618 East Main Avenue Fax Line 1 (253) 845-0292 www.shopeconcrete.com Puyallup, WA 98372-3142 Fax Line 2 (253) 864-6172 MATERIAL APPROVAL SUBMITTAL Form Approved OMB No 9000-0062 (See Instructions on Reverse) Expires May 31, 2005 Public reporting burden for this collection of information is estimated to average 20 minutes per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of information, including suggestions for reducing this burden to the Department of Defense, Washington Headquarters Services, Directorate for Information Operations and Reports, 1215 Jefferson Davis Highway, Suite 1204, Arlington VA 22202-4302, and to the Office of Management and Budget, Paperwork Reduction Project OMB No 9000-0062, Washington DC 20503. Please DO NOT RETURN your form to either of these addresses. Send your completed form to: SAF/AQCP, 1060 Air Force Pentagon, Washington DC 20330-1060. TO: (Contracting Officer) FROM: (Contractor) DATE (YYYYMMDD) CONTRACT NUMBER SUBMISSION NUMBER SUBMITTAL NEW RESUBMITTAL PREVIOUS SUBMISSION NUMBER PROJECT NUMBER TO BE COMPLETED BY CONTRACTOR FOR GOVERNMENT USE ONLY ITEM SPECIFICATION SECTION/ DESCRIPTION OF MATERIAL AP- DISAP- SEE NO. PARA NO./DRAWING NO. (Include Type, Model Number, Catalog Number, Mfg., etc.) PROVED PROVED REVERSE INITIAL BY COMPLETING THIS FORM, THE UNDERSIGNED CONTRACTOR CERTIFIES THAT THE MATERIAL COMPLIES WITH ALL SPECIFICATIONS OF SUBJECT CONTRACT. DATE (YYYYMMDD) TYPE OR PRINT NAME AND TITLE SIGNATURE FOR GOVERNMENT USE ONLY TO: (Base Civil Engineering Officer) For Evaluation and Action DATE(YYYYMMDD) TYPE OR PRINT NAME AND GRADE SIGNATURE TO: (AF Contracting Office) RECOMMEND APPROVAL DISAPPROVAL AS INDICATED ABOVE AND SUBJECT TO ANY APPLICABLE COMMENTS ON THE REVERSE DATE(YYYYMMDD) TYPE OR PRINT NAME AND GRADE SIGNATURE TO: (Contractor) DISAPROVED AS INDICATED ABOVE AND SUBJECT TO ANY APPLICABLE COMMENTS ON THE REVERSE SIDE. REQUEST APPROVED RESUBMITTAL ON DISAPPROVED ITEMS WITHIN DAYS OF DATE SHOWN BELOW. DATE(YYYYMMDD) TYPE OR PRINT NAME AND GRADE SIGNATURE AF IMT 3000, 20030901, V1 PREVIOUS EDITION IS OBSOLETE. COMMENTS (Number to correspond with applicable Item Number on reverse) INSTRUCTIONS TO CONTRACTORS 1. The term "material" is defined as articles, supplies, raw materials, equipment, parts, components, and end items that are to be incorporated into the work required by the contract. 2. This form is to be used by contractors for submitting Shop Drawings, Equipment Data, Manufacturer's Literature and Certificates and samples of Materials to the Government for approval in accordance with the provisions of this contract. Unless otherwise specified, it is to be prepared in 4 copies, signed, and provided to the contracting officer with appropriate attachments. 3. Item(s) to be approved will be clearly tabbed or identified. Data pertaining to item(s) to be approved will be clearly identified or tabbed, particularly where documents are voluminous, in order to properly evaluate the materials or articles to be incorporated in the work. Each attachment will be numbered to correspond with the item number shown on the face of this form. 4. Requests submitted shall be numbered consecutively, by contract, in the space entitled "Submission No.". This number, in addition to the Contract No., will be used to identify each Material Approval Submittal. Resubmissions will be indicated in the appropriate block and the insertion of previous submission number and data in addition to a new submission number. A single submission should be used for all work of a section of the specifications, but in NO instance should the submission include work for more than one (1) contract. Submittals requiring priority handling will be submitted by separate submittal using the form and so marked across the face of the form. 5. This Material Approval Submittal is not valid unless it is signed by the contracting officer. This approval is required as called for by the contracting officer under the terms of this contract. AF IMT 3000, 20030901, V1 (REVERSE) MUNICIPAL PRESSURE PIPING SYSTEMS IPEX Centurion® and Blue Brute® Pressure Piping Systems PVC Pressure Systems manufactured to AWWA and CSA Standards IPEX Centurion® 14" – 48" (350mm – 1200mm), AWWA C905 and CSA Standards Blue Brute® 4" – 12" (100mm – 300mm), AWWA C900 and CSA Standards Designed for municipal applications, IPEX Centurion® and Blue Brute® systems deliver superior strength with corrosion resistant performance and the ability to flex without damage. IPEX municipal pressure piping systems are made with a high- strength, high-impact PVC compound, allowing them to perform even under high traffic loads and deep burial conditions. For applications involving potable water, irrigation systems, or sewage forcemains, IPEX municipal systems offer the lowest break rate of any pipe material. Blue Brute fittings are injection molded and are even tougher than the pipe. Injection molded Blue Brute fittings have a wall thickness 125% larger than SDR18 pipe, and custom-made fabricated fittings are wrapped with a tough layer of fiberglass for extra protection. Proven in tough North American climates for over 50 years, IPEX PVC pipe, fitting and valve systems have an established track record of performance. Products are manufactured by IPEX Inc. and distributed in the United States by IPEX USA LLC. Centurion®and Blue Brute® are trademarks Canadian Customers call IPEX Inc. US Customers call IPEX USA LLC of IPEX Branding Inc. Toll Free: (866) 473-9462 Toll Free: (800) 463-9572 www.ipexinc.com www.ipexamerica.com Key features include: • Corrosion-proof Performance IPEX Centurion and Blue Brute systems are immune to corrosion from aggressive soils and galvanic action. • Superior Hydraulics The glass-like finish of PVC reduces friction losses and eliminates the tuberculation common in iron pipes. As a result, pumping costs are reduced and water quality is maintained. • Cast Iron Outside Diameter (CIOD) Blue Brute and IPEX Centurion systems are manufactured with a cast iron outside diameter (CIOD). This is compatible with waterworks valves, appurtenances and restrainers. • Bottle-tight Joints, Removable Gaskets IPEX’s patented gasket system not only withstands many times the rated system pressure, but also withstands full vacuum pressures. The unique removable gasket system allows special oil-resistant (nitrile) gaskets to be easily installed when working in contaminated soils. • Third-party Certification All IPEX municipal systems are third-party certified as applicable. In addition, IPEX Centurion and Blue Brute systems have Factory Mutual approval and Underwriter’s Laboratories (ULI and ULC) listings. Pressure Classes vs. Pressure Ratings Water distribution systems normally consist of smaller diameter pipes 4" - 12" (100 mm – 300 mm) with many connections, taps, bends, valves, hydrants and other appurtenances. As a result, pipes in this size range are referred to by their pressure class. Pressure classes are defined in AWWA C900 and include a 2.5:1 safety factor for pressure, and a 2 ft/s (0.6 m/s) guideline for surge allowance. IPEX’s Blue Brute adheres to this standard. Conversely, larger diameter transmission pipes 14" - 48" (350 mm - 1200 mm) are grouped by pressure rating. A pressure rating as defined in AWWA C905 includes a 2:1 safety factor, which is more appropriate for larger diameter pipes. IPEX Centurion conforms to this standard. AWWA C900 governs smaller water distribution systems pipes, while AWWA C905 governs larger diameter transmission pipe. All sizes adhere to the CSA B137.3 standard which recommends a 2:1 safety factor for both distribution and transmission applications. Pressure Classes and Ratings Dimension Ratio Pressure Class Pressure Rating Note that these classes and 14 200 305 ratings are extremely conservative. 18 150 235 For instance, the minimum burst 25 100 165 pressure for IPEX DR 18 pipe is 32.5 N/A* 125 755 psi, but the pipe routinely 41 N/A* 100 51 N/A* 80 withstands over 1000 psi. *Not manufactured in 4" - 12" (100 mm – 300 mm) sizes Canadian Customers call IPEX Inc. US Customers call IPEX USA LLC Toll Free: (866) 473-9462 Toll Free: (800) 463-9572 © 2010 IPEX www.ipexinc.com www.ipexamerica.com PIMNBBIP050511R GASKETED PRESSURE PIPE LETTER OF COMPLIANCE Scope: This letter of compliance covers the requirements for 4” through 12” (100 mm – 300 mm) PVC Blue Brute® Gasketed Pressure Pipe manufactured to cast iron outside diameters. These products meet or exceed performance standards set by the American National Standards Institute (ANSI), the American Society for Testing and Materials (ASTM), the American Water Works Association (AWWA), the Bureau de normalization du Quebec (BNQ), CSA International (CSA), Factory Mutual (FM), NSF International (NSF), and Underwriters Laboratories Inc. (UL). Blue Brute® Gasketed Pressure Pipe is suitable for conveyance of potable water in municipal distribution systems, fire lines, sewer force mains, industrial process lines, irrigation piping and other pressure applications. Material: PVC Poly(Vinyl Chloride) used in the manufacturing of Blue Brute® Gasketed Pressure Pipe complies with ASTM D1784, Standard Specification for Rigid Poly(Vinyl Chloride) (PVC) Compounds and Chlorinated Poly(Vinyl Chloride) (CPVC) Compounds, having a cell classification 12454. The material also has a hydrostatic design basis of 4,000 psi (27.6 MPa). The compound is listed with NSF for potable water service. Gasket materials used in the manufacturing of Blue Brute® Gasketed Pressure Pipe comply with the requirements of ASTM F477 “Standard Specification for Elastomeric Seals (Gaskets) for Joining Plastic Pipe” for high-head applications. Extruded Pipe: Extruded Blue Brute® Gasketed Pressure Pipe conforms to the following standards: ANSI/NSF 61 “Drinking Water Systems Components – Health Effects” AWWA C900 “Polyvinyl Chloride (PVC) Pressure Pipe and Fabricated Fittings 4 in. through 60 in. (100 mm through 1500 mm)” BNQ 3624-250 “Unplasticized Poly(Vinyl Chloride) [PVC-U] Pipe and Fittings - Rigid Pipe for Pressurized Water Supply and Distribution” CSA B137.3 “Rigid Poly(Vinyl Chloride) (PVC) Pipe for Pressure Applications” FM 1612 “Polyvinyl Chloride (PVC) Pipe and Fittings for Underground Fire Protection Service” (DR14: 200 psi, DR18: 185 psi) UL 1285 “Standard for Pipe and Couplings, Polyvinyl Chloride (PVC), and Oriented Polyvinyl Chloride (PVCO) for Underground Fire Service” Blue Brute® Gasketed Pressure Pipe is available in the following pressure classes: Class 165 (DR25), Class 235 (DR18) & Class 305 (DR14). IPEX USA LLC www.ipexna.com Page 2/... Blue Brute® Gasketed Pressure Pipe Gasket Joints: Blue Brute® Gasketed Pressure Pipes have a gasket joint design that meets the requirements of ASTM D3139 “Standard Specification for Joints for Plastic Pressure Pipes Using Flexible Elastomeric Seals”. Bell sections are fully thickened to have the same dimension ratio as the pipe barrel and conforms to the requirements of section 6.2 of ASTM D3139. All Blue Brute® Gasketed Pressure Pipe can be supplied with either a standard gasket or a nitrile gasket. Nitrile gaskets are to be used when a more chemically resistant gasket is necessary due to ground contaminants. IPEX offers transition gaskets to allow the connection of Blue Brute® CIOD fittings to IPS PVC pipe. Capped Pipe: Specific project specifications may require that Blue Brute® Gasketed Pressure Pipe lengths be fitted with sealed end caps. If required, the end caps are fitted into each length of pipe at the production facility to ensure maximum cleanliness of the pipes. Lubricant: All Blue Brute® Gasketed Pressure Pipes must be assembled with the manufacturer's nontoxic, water-soluble, NSF-listed lubricant. Markings: Blue Brute® Gasketed Pressure Pipes are marked as prescribed in the above applicable standards to indicate size of pipe, material designation, compliance to standard, and manufacturer’s name or trademark. Color Coding: Blue Brute® Gasketed Pressure Pipe is color-coded blue. Note: Modifications to our products may occur at any time without notice. Should you require that a product meets a given standard or application, you must ensure that the information provided herein is current by consulting with an IPEX USA LLC representative. Best Regards, Jeff Gallant Vice President, Manufacturing For questions related to these products, please contact your local IPEX USA LLC Customer Service Representative. Issue Date: 2018-03-06 IPEX USA LLC www.ipexna.com --- Maximum test pressure: 4.3 PSI (29.6KPA) � Maximum operating temperature: 140° F nonconsistent Fernco Flexible Couplings The industry standard for sewer, drain, waste & vent piping. Specially formulated PVC compound positively Because of their quality and ease of installation, Fernco Flexible Couplings have seals any sewer and drain connection. found wide acceptance among sewer and plumbing contractors and municipalities. Fernco couplings are used for all types of in-house and sewer applications: drain waste, repairs, vent piping, house-to-main, cut-ins, conductor and roof drains and increasers-reducers. Made of tough elastomeric polyvinyl chloride (PVC), they are strong, resilient and unaffected by soil conditions. They are also resistant to chemicals, ultraviolet rays, fungus growth, and normal sewer gases due to the inert nature and physical properties of the material. And they are leakproof, rootproof and seal against infiltration and exfiltration. Tested designs backed by over The dimensional flexibility of Fernco cou­ four decades of proven performance. plings ensures leakproof seals on virtually any pipe material: plastic, cast iron, asbes­ • Positive seal against infiltration and exfiltration tos cement, clay, concrete, steel, copper and ductile iron. All couplings are clearly • Leakproof and resistant to chemicals, ultraviolet rays, marked with part number, size, and pipe fungus growth, and normal sewer gases materials that the coupling will connect. • Conforms to ASTM D5926, Cl 173 and CSA B602 Fernco makes fast delivery of stock items with no minimum order required. For • Connects pipes of same or different sizes and materials special applications, our custom design quickly and easily service can supply couplings to individual • Stainless steel clamps are corrosion-resistant and rustproof customer requirements. Ferried Product Data Sheet < ST ANDARDS > introductionintroduction Ring-Tite® piping systems are SDR35 and SDR28 sewer pipes and fittings manufactured to demanding ASTM, BNQ and CSA standards. Ring-Tite joints CSA ASTM B182.2 F679 can withstand well in excess of both the ASTM and CSA requirements. PRODUCT AVAILABILITY NQ 3624- 130/135 SDR28 4", 5" and 6" (100 mm, 125 mm & 150 mm) SDR35 4" through 60" (100 mm – 1500 mm) SDR41 10" through 60" (250 mm – 1500 mm) www.ipexna.com Toll Free: 800 463-9572 1 of 4 Product Data Sheet Short-Form Specification General Lubricant Main line sewers will be PVC SDR35 sewer pipe and All Ring-Tite Gasketed Sewer Pipe must be assembled shall be in compliance with ASTM D 3034 or using PVC pipe lubricant. ASTM F679 and third party certified to CSA B182.2. Sewer laterals will be PVC SDR28 sewer pipe and shall be third party certified by CSA as above. Markings Ring-Tite Gasketed Sewer Pipes are marked as prescribed in the above applicable standards to indicate Material size of the pipe, material designation, compliance to PVC Poly(Vinyl Chloride) used in the manufacturing of standard, and manufacturer’s name or trademark. Ring-Tite Gasketed Sewer Pipe complies with ASTM D1784, Standard Specification for Rigid Poly(Vinyl Chloride) (PVC) Compounds and Chlorinated Colour Coding Poly(Vinyl Chloride) (CPVC) Compounds, having a cell Ring-Tite Gasketed Sewer Pipe is colour-coded green for classification of 12454 or 12364. SDR35 and white for SDR28 & SDR41. Gasket materials used in the manufacturing of Ring-Tite Gasketed Sewer Pipe complies with the following Joints requirements: Sealing gaskets must meet the requirements of ASTM F477 “Standard Specification for Elastomeric ASTM D3034 or ASTM F679, CSA B182.2. In addition, Seals (Gaskets) for Joining Plastic Pipe” for low-head the pipe joints must be able to withstand a minimum applications, or hydrostatic pressure of 345 kPa (50 psi) without leakage. ASTM F913 “Standard Specification for Thermoplastic Elastomeric Seals (Gaskets) for Joining Plastic Pipe” Pipe Stiffness Extruded Pipe The minimum ring stiffness shall be 320 kPa (46 psi) for SDR35 pipe and 625 kPa (90 psi) for SDR 28. This Extruded Ring-Tite Gasketed Sewer Pipe conforms to the stiffness will be determined using the test methods following standards: prescribed by ASTM D3034 and ASTM F679. ASTM D2412 “Standard Test Method for Determination of External Loading Characteristics of Plastic Pipe by Fittings Parallel-Plate Loading” Injection-molded gasketed PVC fittings shall meet the ASTM D3034 “Standard Specification for Type PSM requirements of ASTM 3034 and ASTM F1336 and Poly(Vinyl Chloride) (PVC) Sewer Pipe and Fittings” shall be certified to CSA B182.1 or CSA B182.2. Fabricated fittings must conform to ASTM F1336 and ASTM D3212 “Standard Specification for Joints for CSA B182.2 Drain and Sewer Plastic Pipes Using Flexible Elastomeric Seals” ASTM F679 “Standard Specification for Poly(Vinyl Chloride) (PVC) Large-Diameter Plastic Gravity Sewer Pipe and Fittings” www.ipexna.com Toll Free: 800 463-9572 2 of 4 Product Data Sheet Dimensions SDR35 SDR28 Min. Wall Min. Wall Size Average ID Average OD Average ID Average OD Thickness Thickness in mm in mm in mm in mm in mm in mm in mm 4 100 3.97 100.94 0.12 3.06 4.21 107.06 3.91 99.42 0.15 3.82 4.21 107.06 5 135 5.32 135.08 0.16 4.09 5.64 143.26 5.24 133.02 0.20 5.12 5.64 143.26 6 150 5.92 150.29 0.18 4.55 6.28 159.39 5.83 148.01 0.22 5.69 6.28 159.39 8 200 7.92 201.16 0.24 6.10 8.40 213.36 – – – – – – 10 250 9.90 251.46 0.30 7.62 10.50 266.70 – – – – – – 12 300 11.79 299.36 0.36 9.07 12.50 317.50 – – – – – – 15 375 14.43 366.42 0.44 11.10 15.30 388.62 – – – – – – 18 450 17.63 447.87 0.53 13.57 18.70 475.01 – – – – – – 21 525 20.79 527.99 0.63 16.00 22.05 559.99 – – – – – – 24 600 23.39 594.00 0.71 18.00 24.80 630.00 – – – – – – 27 675 26.36 669.42 0.80 20.29 27.95 710.00 – – – – – – 30 750 30.17 766.36 0.91 23.22 32.00 812.80 – – – – – – 36 900 36.11 917.22 1.09 27.79 38.30 972.80 – – – – – – 42 1,050 41.95 1,065.72 1.27 32.29 44.50 1,130.30 – – – – – – 48 1,200 47.89 1,216.56 1.45 36.87 50.79 1,290.30 – – – – – – 54 1,350 54.27 1,378.49 1.64 41.77 57.55 1,462.00 – – – – – – 60 1,500 58.08 1,475.48 1.76 44.71 61.61 1,564.90 – – – – – – Ring-Tite fittings are injection molded in most configurations up to 375mm (15") nominal diameter. Larger sizes are fabricated from sections of pipe. Installation Please consult with our PVC Sewer Pipe and Fittings Installation Guide for complete installation information including: • Receiving and Handling Pipe Shipments • Assembling IPEX Joints • Trench Preparation • Curvature of the Pipeline • Lowering Pipe and Fittings into Trench • Cutting and Chamfering the Pipe The guide is available at www.ipexna.com www.ipexna.com Toll Free: 800 463-9572 3 of 4 About IPEX About the IPEX Group of Companies As leading suppliers of thermoplastic piping systems, the IPEX Group of Companies provides our customers with some of the world’s largest and most comprehensive product lines. All IPEX products are backed by more than 50 years of experience. With state-of-the-art manufacturing facilities and distribution centers across North America, we have established a reputation for product innovation, quality, end-user focus and performance. Markets served by IPEX group products are: • Electrical systems • Telecommunications and utility piping systems • Industrial process piping systems • Municipal pressure and gravity piping systems • Plumbing and mechanical piping systems • Electrofusion systems for gas and water • Industrial, plumbing and electrical cements • Irrigation systems • PVC, CPVC, PP, PVDF, PE, ABS, and PEX pipe and fittings Products are manufactured by IPEX Inc. and distributed in the United States by IPEX USA LLC. Ring-Tite® is a trademark of IPEX Branding Inc. This literature is published in good faith and is believed to be reliable. However, it does not represent and/or warrant in any manner the information and suggestions contained in this brochure. Data presented is the result of laboratory tests and field experience. A policy of ongoing product improvement is maintained. This may result in modifications of features and/or specifications without notice. USA ® www.ipexna.com © 2016 DS Ring-TiteToll Free: 800 463-9572 4 of 4 GPK FITTING SUBMITTAL SHEET Intro: GPK manufactures PVC sewer fittings in accordance with either ASTM D 3034, F 1336 or F 679 to be used in gravity flow or low pressure applications. Injection molded fittings are produced in sizes 4" (100mm) through 12" (300mm) diameter. Fabricated fittings are produced in sizes 4" (100mm) through 36" (973mm) diameter. Material: Fabricated fittings are manufactured from PVC pipe and molded components meeting the requirements of either ASTM D 3034, F 1336 or F 679 for workmanship, extrusion quality, stiffness, impact resistance, dimensions and structural performance. Extruded pipe components are made from PVC material with a minimum cell classification of 12454, 13343 or12364 as defined in ASTM D 1784. Injection molded fittings are made from PVC material with a minimum cell classification of 12454 or 13343 as defined in ASTM D 1784. Extrusion Quality: Extruded components are tested in accordance with and meet the requirements of ASTM D 2152 for properly fused PVC. Impact Resistance: Extruded components are tested in accordance with ASTM D 2444 using a 20 lb (9.07kg). Tup A and a Flat Plate Holder B. The strength shall equal or exceed the values shown below: 4" - 5" 150 Ft-Lbs 6" - 8" 210 Ft-Lbs 10" - 36" 220 Ft-Lbs (100mm - 125mm 203 J) (150mm - 200mm 284 J) (250mm - 973mm 299 J) Impact Resistance: Injection molded fittings are tested in accordance with ASTM D 2444 using a 20 lb (9.07kg). Tup A and a Flat Plate Holder B. The strength shall equal or exceed the values shown below: 4" 50 Ft-Lbs 6" - 8" 75 Ft-Lbs 10"-12" 90 FT-Lbs (100mm 68 J) (150mm - 200mm 102 J) (250mm - 300mm 122 J) Pipe Stiffness: Extruded components are tested in accordance with ASTM D 2412. The stiffness equals or exceeds the requirements of ASTM D 3034 and F 679. Pipe Flattening: Extruded components are flattened as described in ASTM D 3034 and F 679 until the distance between the plates is 40% of the outside diameter of the pipe. There shall be no splitting, cracking or breaking. Pressure/Pressure Deflection: Gasketed joints are tested in accordance with ASTM D 3212. Pressure: 10 minutes @ 10.8 psi (74.5 kPa) + 10 minutes deflected @ 10.8 psi (74.5 kPa). Vacuum: 10 minutes @ 22 in. Hg (74 kPa) + 10 minutes deflected @ 22 in. Hg (74 kPa). Branch Bending: The chemically fused areas around the fabricated branches of tee, wye and tee-wye fittings are tested to ASTM F 1336 to verify their strength and integrity. Pipe Stop Support: Tee and tee-wye fittings are tested to requirements of ASTM F1336 for pipe stop load support. No cracking or splitting shall occur and pipe spigot shall not protrude into waterway of the fitting. Joining Methods: Chemically Fused Solvent Weld Joints Solvent cement is handled and tested in accordance with ASTM D 2564 and D 2855. The Lap Shear Strength shall equal or exceed 900 psi (6205 kPa) @ 72 hours. Heat Fusion Welded Joints (Butt Fusion Welds) Elastomeric Seals (Gaskets) Must meet all requirements of ASTM F 477 and D 3212. Saddles: Injection molded saddle tees and saddle wyes shall have skirts with a minimum of 80 square inches (516 square cm) surface area which can be bonded to pipe. Fabricated saddle tees and saddle wyes shall have skirts with a minimum of 160 square inches (1032 square cm) surface area which can be bonded to pipe. GPK does not recommend gasket skirts where air tests are required. Epoxy Reinforced Welds. 2 1008 catch basin products 76 Catch Basin Type 1-L WSDOT B-5.40-01 Reinforcing ASTM / WSDOT requirements All components #3 grade 60 reinforcing Riser Sections Available in 6 and 12 inch 6" Lift holes provided in all risers and must be grouted up from both inside and outside to assure watertight structure Reducing Top Slab Standard unit is designed for frame and grate to be placed on top 12" Precast Base The unit is provided with 26 inch diameter knockouts on all four sides leaving minimum wall thickness of 2 inches Lift holes provided in all risers and must be grouted up from both inside and outside to assure watertight structure Weights Base Unit ........................2,480 lbs 6 inch Reducing Top........430 lbs 12 inch Riser Section.......537 lbs 6 inch Riser........................280 lbs 6" REDUCING SLAB Conformity Standards Washington State APWA / WSDOT Standard Specifications 2" WSDOT B-1a 26" 44" 4" Note: drawings not to scale Shope Enterprises, Inc. (253) 848-1551 1-800-422-7560 [Toll Free] 1618 East Main Avenue Fax Line 1 (253) 845-0292 www.shopeconcrete.com Puyallup, WA 98372-3142 Fax Line 2 (253) 864-6172 75 catch basin products * Catch Basin Type 1 Reinforcing ASTM / WSDOT requirements All components #3 grade 60 reinforcing Riser Weights 1-inch / 50 lbs 2-inch / 100 lbs 4-inch / 200 lbs 6-inch / 300 lbs 12-inch / 600 lbs 1", 2", 4", 6" 24-inch / 1200 lbs Precast Base Base unit has four-way knock outs provided for pipe entry 2150 lbs Conformity Standards Washington State APWA / WSDOT Standard Specifications 12" or 24" WSDOT B-5.20.-01 Type I Profile View 2" 3" 3" 20" 20" 44" 21" 21" 4" 4" 4" Note: drawings not to scale Shope Enterprises, Inc. (253) 848-1551 1-800-422-7560 [Toll Free] 1618 East Main Avenue Fax Line 1 (253) 845-0292 www.shopeconcrete.com Puyallup, WA 98372-3142 Fax Line 2 (253) 864-6172 catchbasinproducts 74.5 WSDOTCatchBasinRisersType1 1" 6" 2" 4" 24" 24" 17"KNOCKOUTALLFOURSIDES Note:drawingsnottoscale ShopeEnterprises,Inc. (253)8481551 18004227560[FREECALL–NorthAmerica] 1618EastMainAvenue FaxLine1(253)8450292 www.shopeconcrete.com Puyallup,WA983723142 FaxLine2(253)8646172 7770Z A Assembly ® (2) 5/8-11 SS SOC HD BOLTS Product Number A 00777023B01 21 1/4" Design Features -Materials Frame Gray Iron (CL35B) Cover Ductile Iron (80-55-06) B B 25 1/4" 21 7/8" 20" 18 1/4" -Design Load Extra Heavy Duty -Open Area n/a -Coating Undipped - Designates Machined Surface A Certification SECTION A-A -ASTM A48 -ASTM A536 - -Country of Origin: USA Major Components 00777011 24" 1 5/8" 00777023 2 3/8" Drawing Revision 2/18/2011 Designer: SMM 25 1/4" 7/6/2016 Revised By: MAH 1 5/8" 24 1/4" 3/4" Disclaimer Weights (lbs/kg), dimensions (inches/mm) 4 1/2" and drawings provided for your guidance. We reserve the right to modify specifications without prior notice. CONFIDENTIAL: This drawing is the property 22 1/4" of EJ Group, Inc. and embodies confidential information, registered marks, patents, trade secret information, 25 7/8" and/or know-how that is the property of EJ Group, Inc. Copyright © 2012 EJ Group, Inc. 29 1/4" All rights reserved. Contact SECTION B-B 800 626 4653 ejco.com HMA Mix Design Submittal Contract Information Contract Number State Route Section Date WSDOT QPL - MD190061 4/30/2020 Project Engineer Region HMA Paving Contractor Submitted By Cadman, North Everett - Commercial 1/2" HMA HMA Class Gyration Levels HMA Evaluation Method ESALs (millions) 3/8 Inch 3/4 Inch Statistical ✔ Commercial ✔ 1/2 Inch 1 Inch N Initial: N Design: N Max: Non Statistical RAP to be used in production RAP stockpile tonnage RAS to be used in production RAS stockpile tonnage ✔ Yes No % Yes ✔ No % Asphalt Binder Information Primary Asphalt Binder Supplier Asphalt Binder Specific Gravity (Gb) Asphalt Binder Grade Proposed Pb US Oil & Refining 1.033 PG 58H-22 (64-22) 5.5% Mixing Temperature Range Compaction Temperature Range Anti-Strip Type *Anti-Strip % 308-318 F 287-295 F None None Secondary Asphalt Binder Supplier Asphalt Binder Specific Gravity (Gb) Asphalt Binder Grade Proposed Pb Mixing Temperature Range Compaction Temperature Range Anti-Strip Type *Anti-Strip % *If Required by Contract Contractor Aggregate Structure and Aggregate Test Data In the table below provide the "Material" identification (3/4"-0, #4-0, etc.), "Source" (J-199, E-320, etc.), "Ratio" (45%, 20%, etc.), and the percent passing each sieve for each stockpile used in the mix design as well as the combined gradation and the specification requirements for the class of HMA used. Report all stockpile gradations to the nearest tenth of a percent. Report the combined gradation to the nearest whole percent except the U.S. No. 200, which must be reported to the nearest tenth of a percent. Combined Specification Material 5/8" - 3/8" 3/8" - #4 #4 - 0 SAND Gradation Requirements Source Dupont B-335 Dupont B-335 Dupont B-335 Dupont B-335 Ratio 17% 22% 57% 4% 100% 1 1/2” Square 1” Square 3/4” Square 100.0 100.0 100.0 100.0 100 99-100 1/2” Square 54.9 100.0 100.0 100.0 92 90-100 3/8” Square 26.1 98.8 100.0 100.0 87 90 max. U.S. No. 4 2.3 5.8 86.6 100.0 55 U.S. No. 8 1.2 1.2 52.7 99.0 34 28-58 U.S. No. 16 0.9 0.8 34.1 95.0 24 U.S. No. 30 0.7 0.6 23.8 75.0 17 U.S. No. 50 0.5 0.5 17.0 26.0 11 U.S. No. 100 0.4 0.4 13.0 4.0 8 U.S. No. 200 0.3 0.3 10.9 1.7 6.4 2.0-7.0 DOT Form 350-042 EF Page 1 of 4 Revised 11/2013 Washington State Department of Transportation - Materials Laboratory PO Box 47365 Olympia WA 98504 / 1655 S. 2nd Ave. Tumwater WA 98512 BITUMINOUS MATERIALS SECTION MIX DESIGN REPORT MATERIAL : HMA Class 1/2" - 9-03.8 - 2018 QPL NO : HMA 2019-075 DATE SAMPLED : 07/05/2019 SAMPLE ID : 00000126152 DATE RECV'D : 07/12/2019 MIX ID NO : MD190061 ESAL RANGE : 3 to < 30 CONTRACTOR : Cadman Materials, Inc NOTE: Verify approval status on WSDOT QPL list. Reference Mix Design required prior to WSDOT use. APPROVED FOR QPL ON 08/06/2019 -------------------------------------------------------- CONTRACTOR'S MIX DESIGN TEST DATA ------------------------------------------------------ Specification Pb 5.0 5.5 6.0 % Gmm @ Ninitial 8 82.9 84.6 85.8 ≤ 89.0 % Va @ Ndesign 100 5.7 4.1 2.6 Approximate 4.0 % VMA @ Ndesign 100 14.7 14.2 13.8 ≥ 14.0 % VFA @ Ndesign 100 61 71 81 65 - 75 % Gmm @ Nmax 160 97.3 ≤ 98.0 Dust to Asphalt Ratio (D/A) 1.5 1.3 1.2 0.6 - 1.6 Pbe 3.9 4.4 4.8 Gmm 2.494 2.478 2.463 Gmb 2.351 2.377 2.400 Gb 1.033 1.033 1.033 Gse 2.695 2.698 2.702 Hamburg Wheel-Test (mm) 3.7 ≤ 10.0 Stripping Inflection Point Pass None @ 15000 Passes Indirect Tensile Strength (psi) 103 ≤ 175 ---------------------------------------- STATE MATERIALS LABORATORY TEST DATA ---------------------------------------- Specification Tolerance Pb 5.0 5.5 6.0 % Gmm @ Ninitial 8 85.7 86.8 87.7 ≤ 89.0 % Va @ Ndesign 100 5.2 3.4 2.1 Approximate 4.0 2.5 - 5.5 % VMA @ Ndesign 100 14.1 13.5 13.5 ≥ 14.0 ≥ 13.0 % VFA @ Ndesign 100 63 75 85 65 - 75 % Gmm @ Nmax 160 97.7 ≤ 98.0 Dust to Asphalt Ratio (D/A) 1.6 1.4 1.2 0.6 - 1.6 Pbe 3.9 4.3 4.9 Gmm 2.498 2.481 2.459 Gmb 2.368 2.396 2.409 Gb 1.033 1.033 1.033 Gse 2.699 2.701 2.697 Hamburg Wheel-Test (mm) 4.8 ≤ 10.0 Stripping inflection Point Pass None @ 15000 Passes Indirect Tensile Strength (psi) 109 ≤ 175 ------------------------------------------- STATE MATERIALS LABORATORY RECOMMENDATIONS -------------------------------------------- Asphalt Binder Supplier US OIL Asphalt Binder Grade PG58H-22 Percent Binder (Pb) (By Wt. Total Mix) 5.5 % Anti-Strip (By Wt. of Asphalt Binder) / Type 0.00 Sample Wt. (grams) 4725 (Informational Only) Ignition Calibration Factor 0.56 (Informational Only) Optimum Mixing Temperature (°F) 313 Compaction Temperature (°F) 291 Page 1 of 2 Washington State Department of Transportation - Materials Laboratory PO Box 47365 Olympia WA 98504 / 1655 S. 2nd Ave. Tumwater / WA 98512 BITUMINOUS MATERIALS SECTION MIX DESIGN REPORT MATERIAL: HMA Class 1/2" - 9-03.8 - 2018 QPL NO : HMA 2019-075 SAMPLE ID : 00000126152 MIX ID NO : MD190061 ------------------------- CONTRACTOR'S DESIGN AGGREGATE STRUCTURE AND AGGREGATE TEST DATA ------------------------- Material: 5/8"-3/8" 3/8"-#4 #4-0 Wash Fines Combined Spec Tolerance Source: B335 B335 B335 B335 Ratio: 17.0% 30.0% 50.0% 3.0% 3/4 in 100.0 100.0 100.0 100.0 100 99 - 100 99 - 100 1/2 in 53.0 100.0 100.0 100.0 92 90 - 100 90 - 98 3/8 in 25.0 99.0 100.0 100.0 87 90 Max 81 - 90 No. 4 3.0 8.0 90.0 99.0 51 46 - 56 No. 8 1.0 2.0 59.0 78.0 33 28 - 58 29 - 37 No. 16 1.0 1.6 36.4 50.0 20 No. 30 1.0 1.0 28.0 21.0 15 No. 50 1.0 1.0 19.0 5.0 10 No. 100 0.9 0.9 14.2 1.0 8 No. 200 0.6 0.7 11.1 0.5 5.9 2.0 - 7.0 3.9 - 7.0 ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Gsb Coarse 2.681 2.687 2.687 Gsb Fine 2.544 2.600 Gsb Blend 2.681 2.687 2.558 2.600 2.617 Sand Equivalent (SE) 64 79 65 45 Min % Uncompacted Voids 46 42 45 44 Min % Fracture 100 100 100 100 90 Min Double Face Fracture ------------------------------------ STATE MATERIALS LABORATORY AGGREGATE TEST DATA ---------------------------------------------- Gsb Coarse 2.694 2.682 2.683 Gsb Fine 2.539 2.615 2.544 Gsb Blend 2.694 2.682 2.553 2.615 2.616 Sand Equivalent (SE) 70 83 71 45 Min % Uncompacted Voids 45 44 Min % Fracture 100 99 100 99 90 Min Double Face Fracture ------------------------------------------------------------------------- COMMENTS ----------------------------------------------------------------------------- Remarks: Result Code: Kurt R. Williams, P.E. Billing Code State Materials Engineer T198 - 1 Steven J. Davis Bituminous Materials Engineer Date : 8/6/2019 Phone : (360) 709-5424 Page 2 of 2 WSDOT - Materials Laboratory Qualified Products List (QPL) Page 1 of 2 Qualified Products List     HMA Paving Contractor: Cadman Materials, Inc  Product Name : Hot Mix Asphalt Standard Spec : 5-04 Hot Mix Asphalt Description : The HMA Mix Designs listed have been evaluated and approved by the WSDOT State Materials Laboratory. Components of the Mix Design must be approved prior to submitting for the evaluation of the Mix Design. A ‘Contract Specific’ Reference Mix Design is required for all Statistical HMA  to be placed. The request is to be processed through the MATS Program.  Contact the State Materials Laboratory Bituminous Materials Engineer – 360- 709-5424 with further questions. Acceptance Criteria is still required for the HMA Mix, Asphalt Binder, Mineral Aggregate and Recycled Materials. Acceptance Code : 2521  Code Description : Receipt of a ‘Contract Specific’ Reference Mix Design Evaluation Report from the State Materials Laboratory Bituminous Materials Engineer is required for all Statistical evaluations indicating the material meets the requirements of the specifications under which it is listed. The Qualified Products List Approved HMA Mix Design page and the ‘Contract Specific’ Reference HMA Mix Design must be received prior to incorporating the material into the project. The Contractor is required to highlight the intended Approved Mix Design Number when submitting the QPL page for HMA to be incorporated. Hot Mix Asphalt, Asphalt Aggregate and Asphalt Binder shall meet the requirements of WSDOT Specifications Sections 5-04, 9-02 and 9-03. Refer to WSDOT Standard Specifications Section 9-03.21 and Contract documents to see if recycled materials are permitted and documentation requirements. The Project Engineer Office is required to verify material being delivered to the job site is from the sources listed on the ‘Contract Specific’ Reference HMA Mix Design. Product Restrictions: Statistical Mix Designs need to be Referenced - Contact  Bituminous Materials Engineer - 360-709-5424 Note 1 : The Project Engineer is required to retain Approval Documents. Note 2 : Aggregate Sources, Anti-Stripping quantity and Ant-Stripping brand are identified on Mix Design. Product Description : HMA  Spec  Gyration  Aggregate  Mix  Remarks PGAB  Expiration  Class Year Level Source Design No Supplier Date https://www.wsdot.wa.gov/biz/mats/QPL/QPLMixDesignGrid.cfm 5/21/2020 WSDOT - Materials Laboratory Qualified Products List (QPL) Page 2 of 2 2016  2018  PGAB  PGAB  Grade Grade HMA PG58H- Class 2018 100 B335 MD190061 PG64-22 US OIL 08/06/2021 22 1/2" HMA PG58H- Class 2016 100 CA7 D344 MD200007 PG64-22 US OIL 05/15/2021 22 1/2" HMA PG58H- Class 2016 100 CA7 D344 MD200008 PG64-22 McAsphalt 05/15/2021 22 1/2" * High RAP Design Commercial: Hot Mix Asphalt 5-04.2(1)B Product Description: All HMA mix  designs listed on the QPL may be used for Commercial HMA without a  ‘Contract Specific’ Reference Mix Design. Product Description : Mix  2016  HMA  Spec  Gyration  Aggregate  PGAB  Expiration  Design  PGAB  Class Year Level Source Supplier Date No Grade Contractors with WSDOT Click here for Contractor Product Info Page Copyright WSDOT © 2016 https://www.wsdot.wa.gov/biz/mats/QPL/QPLMixDesignGrid.cfm 5/21/2020 WSDOT - Materials Laboratory Qualified Products List (QPL) Page 1 of 1 Qualified Product List Product Information Manufacturer : U.S. Oil & Refining Co., Tacoma - WA Product Name : PG: 52S-28, 58S-28, 58H-22, 58V-22, 64S-28, 64H- 28 Standard Spec : 9-02.1(4), Asphalt - Performance Graded (PG) Asphalt Binder Product Description : Performance graded asphalt binders (APPROVAL WILL EXPIRE 11/1/2020) Product Restriction : Acceptance Code : 2535 Code Description : Bituminous materials may be accepted by the Engineer based on the asphalt binder supplier's Certification of Compliance incorporated in their Bill of Lading. The Certification will include a statement certifying specification compliance for the product shipped. Additionally, verification samples are required to be taken in accordance with table 9-3.7 of the Construction Manual. Verification samples are not required for bituminous materials used for fog seal. Samples will be appropriately marked and forwarded promptly to the State Materials Laboratory. Note 1 : Check Approved Mix Design for Anti-stripping requirements. Last Updated : Feb 9, 2018 Contractors with WSDOT Click here for Contractor Product Info Page https://www.wsdot.wa.gov/biz/mats/QPL/QPLProdinfo.cfm?Product_no=1993027&produ... 1/20/2020 12/17/25, 4:30 PM Re: Material Submittals Review - Water - Raelynn Jones - Outlook Outlook Re: Material Submittals Review - Water From Andrew Mckinley <andrew@westedgedevelopment.com> Date Tue 12/29/2020 10:40 AM To Raelynn Jones <rjones@arlingtonwa.gov> Cc Kristin Foster <kfoster@arlingtonwa.gov>; Nova Heaton <NHeaton@arlingtonwa.gov> [NOTICE: This message originated outside the City of Arlington mail system.-- DO NOT CLICK on links or open attachments unless you are sure the content is safe.] Raelynn, I am confirming that both Rory and I have received and reviewed the City’s requirements for the materials related to water. We find the request agreeable and will proceed with using the City’s recommended materials.  Sincerely, Andrew W. McKinley Managing Member West Edge Development LLC (360) 322-6257 andrew@westedgedevelopment.com https://drive.google.com/uc?id=1aTOKx2b1jZGrRchCnqWPGaO7MsMuBUL6&export=download P.O. Box 430 Arlington Wa, 98223 **********CONFIDENTIALITY NOTICE********** This e-mail may contain information that is privileged, confidential, or otherwise exempt from disclosure under applicable law. If you are not the addressee or it appears from the context or otherwise that you have received this e–mail in error, please advise me immediately by reply e-mail, keep the contents confidential, and immediately delete the message and any attachments from your system. **************************************** On Dec 29, 2020, at 9:57 AM, Raelynn Jones <rjones@arlingtonwa.gov> wrote: Hi Andrew, We do not have a scheduled date as of yet, we will need the following: · Revised material submittals (water) approved by Utilities about:blank?windowId=SecondaryReadingPane4 1/3 12/17/25, 4:30 PM Re: Material Submittals Review - Water - Raelynn Jones - Outlook · DOE Stormwater General Permit: How is this coming? Do you have the permit yet or the WAR number? There has been a significant delay in their turn-around time so it is advised that you follow up with them ASAP and push for permit issuance. If the DOE permit has not been issued by construction start date, the construction would be limited to only 1 acre until the DOE permit has been issued. If it comes down to the construction date and the permit is still not ready, Nova can certainly reach out to DOE as well. Let me know if you have any questions. Thank you! Sincerely, Raelynn Jones Permit Technician City of Arlington Community & Economic Development 18204 59th Ave NE Arlington, WA 98223 Office: 360-403-3436 www.arlingtonwa.gov <image001.gif> From: Andrew Mckinley <andrew@westedgedevelopment.com> Sent: Monday, December 28, 2020 2:37 PM To: Raelynn Jones <rjones@arlingtonwa.gov> Cc: Kristin Foster <kfoster@arlingtonwa.gov>; Nova Heaton <NHeaton@arlingtonwa.gov> Subject: Re: Material Submittals Review - Water [NOTICE: This message originated outside the City of Arlington mail system.-- DO NOT CLICK on links or open attachments unless you are sure the content is safe.] Raelynn, I passed this email along to Rory the excavation contractor. Is 1/8 our pre con meeting date? Sincerely, Andrew W. McKinley Managing Member West Edge Development LLC (360) 322-6257 andrew@westedgedevelopment.com https://drive.google.com/uc?id=1aTOKx2b1jZGrRchCnqWPGaO7MsMuBUL6&export=download P.O. Box 430 Arlington Wa, 98223 **********CONFIDENTIALITY NOTICE********** about:blank?windowId=SecondaryReadingPane4 2/3 12/17/25, 4:30 PM Re: Material Submittals Review - Water - Raelynn Jones - Outlook This e-mail may contain information that is privileged, confidential, or otherwise exempt from disclosure under applicable law. If you are not the addressee or it appears from the context or otherwise that you have received this e–mail in error, please advise me immediately by reply e-mail, keep the contents confidential, and immediately delete the message and any attachments from your system. **************************************** On Dec 28, 2020, at 1:57 PM, Raelynn Jones <rjones@arlingtonwa.gov> wrote: Hi Andrew, Attached are the material submittal comments for water: · Page 1 is the approved by-pass that needs to be utilized (page 2 is what was submitted that is not approved) · Page 3 indicates which flush cover is approved (marked w/ a red arrow) If there are any additional comments that come through I will route them your way, but will reach out with final approval information by 1/8/2021. Please let me know if you have any questions, thank you! Sincerely, Raelynn Jones Permit Technician City of Arlington Community & Economic Development 18204 59th Ave NE Arlington, WA 98223 Office: 360-403-3436 www.arlingtonwa.gov <image001.gif> <12.28.2020_COA Material Submittal Review.pdf> about:blank?windowId=SecondaryReadingPane4 3/3 Berg Vault Company P.O. Box 1205 Mt Vernon, WA 98273 (360) 424-4999 www.bergvault.com 99" 64" 3" PLAN VIEW CAST IRON LID AND RING SOLD SEPARATELY 6" INLET 8" 6" OUTLET 68" 53" 51" 30" 18" 12" 12" 3" 1.5" CAPACITY (GAL.) CAPACITY (GAL.) CROSS SECTION OPERATIONAL 710 OPERATIONAL 339 TOTAL (FLOOD) 832 TOTAL (FLOOD) 395 General Notes: Standard inlet and outlet fittings are 6" diameter - custom penetrations available upon request 1000 Gallon Pre-Cast Concrete Pipe penetrations are cast in place seals meeting ASTM C-1644, or equivalent PVC baffle tees are to be 6" diameter PVC per ASTM D 3034. Access openings are cast in place PVC pipe collars; two 24" diameter and one 12” diameter. Two Compartment Grease Trap Joint between the tank and tank lid shall be Con-Seal CS-202 or CS-665 butyl mastic sealant or equal. Concrete shall be 5000 psi within 28 days. Rebar shall meet ASTM A615 Grade 60. HS20-44 Rated Traffic Tank Wire mesh shall meet ASTM A1064. Fibermesh reinforcing shall meet ASTM C1116. Traffic Loading Notes: Maximum traffic loading not to exceed 16,000 LB concentrated loads at 14" intervals (HS20 Rating). Traffic rated risers must meet or exceed the standards of ASTM C478(12) and WSDOT Standard Plan B-30.90.00. Drawing by: DBM Date: Apr. 2016 Scale: NTS Model: 1000 GT-T Frame and cover must meet or exceed the standards of ASTM A4B CL35B. CONTRUCTION PLAN REVIEW & INSPECTION FEE WORKSHEET Community & Economic Development Department City of Arlington  18204 59th Avenue NE  Arlington WA 98223  (360) 403-3551 This form is to be completed and submitted with Type I , Type II Type III Construction Permit Application. 1) Based on permit type requested (Type I, Type II or Type III), complete the form as follows:  Type I permits complete all sections.  Type II permits complete as follows: - Grading Only - Complete Temporary Erosion and Sediment Control (TESC). - Stormwater Drainage Only - Complete the Temporary Erosion and Sediment Control and Stormwater Drainage Section for Public or Private  Type III permits complete the Temporary Erosion and Sediment Control (TESC). 2) The developer shall enter the quantities shown on the construction drawings into the Construction Calculation Worksheet. This document is used to determine the amount of plan reivew and inspection fees due to the city. 3) Excel will auto-calculate the relevant fields and subtotals throughout the document. Only the 'Quantity' columns should be completed. 4) The summary page calculates the fees due at intake for Civil and Stormwater Drainage construction permits only. This does not include fees for Grading or those required by other departments or agencies. Grading fees are based on Cubic Yard Quantity and shall be calculated at time of permit submittal. Grading fees shall be paid at permit submittal. 5) If an item that is part of your project does not exist in the spreadsheet complete the Write-In-Items section with the item, quantity and associated unit cost. There are a few unit prices that are blank, please complete them accordingly. 6) Inspection fees shall be calculated for Private Development during the review process and shall be paid upon permit issuance. PROJECT COSTS PUBLIC TOTAL PRIVATE TOTAL TOTAL PROJECT COST $ 205,017.50 $ 582,109.25 $ 787,126.75 OK PLAN REVIEW & INSPECTION FEES PLAN REVIEW & INSPECTION FEE (6% of Project Value) $ - GRADING FEE (4) (Cubic Yard ) $ - Review fees due at time of submittal Total Review Fees Due $ - An Assurance Device such as a Performance Bond or Assignment of Funds needs to be on file with the City of Arlington prior to permit issuance. The Assurance Device shall be 150% of the Construction Calculation Worksheet which are as follows:  Road and Alley (Public)  Stormwater Drainage and Grading (Public)  Utilities (Public)  Temporary Erosion and Sediment Control (Public and Private) ASSURANCE DEVICE Base Calculation of Performance Device $ 205,017.50 PERFORMANCE DEVICE 150% Amount Due $ 307,526.25 Base Calculation of Maintenance Device $ 191,010.00 MAINTENANCE DEVICE 20% Amount Due $ 38,202.00 1 Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET TEMPORARY EROSION & SEDIMENT CONTROL Include Public Improvements & Private Development Description Unit Price Unit Quantity Cost Reference # Backfill & compaction-embankment $ 6.50 CY $ - Check dams $ 78.00 EACH $ - BMP C207 Catch Basin Protection $ 35.50 EACH 12 $ 426.00 Crushed surfacing 1 1/4" minus $ 18.00 TON $ - WSDOT 9-03.9(3) Ditching $ 8.00 CY $ - Excavation-bulk $ 3.00 CY $ - Fence, silt $ 2.00 LF 1870 $ 3,740.00 BMP C233 Fence, Temporary (NGPA) $ 2.00 LF $ - Geotextile Fabric $ 2.50 SY $ - Hay Bale Silt Trap $ 0.50 EACH $ - Hydroseeding $ 4,200.00 ACRE $ - BMP C120 Interceptor Swale / Dike $ 1.00 LF $ - Jute Mesh $ 2.00 SY $ - BMP C122 Level Spreader $ 1.75 LF $ - Mulch, by hand, straw, 3" deep $ 3.00 SY $ - BMP C121 Mulch, by machine, straw, 2" deep $ 1.00 SY $ - BMP C121 Piping, temporary, CPP, 6" $ 12.50 LF $ - Piping, temporary, CPP, 8" $ 19.00 LF $ - Piping, temporary, CPP, 12" $ 24.00 LF $ - Plastic covering, 6mm thick, sandbagged $ 3.00 SY $ - BMP C123 Rip Rap, machine placed; slopes $ 50.00 CY $ - WSDOT 9-13.1(2) Rock Construction Entrance, 50'x15'x1' $ 1,800.00 EACH $ - BMP C105 Rock Construction Entrance, 100'x15'x1' $ 3,600.00 EACH 1 $ 3,600.00 BMP C105 Sediment pond riser assembly $ 3,050.00 EACH $ - BMP C241 Sediment trap, 5' high berm $ 21.00 LF $ - BMP C240 Sed. trap, 5' high, riprapped spillway berm section $ 79.00 LF $ - BMP C240 Seeding, by hand $ 1.00 SY $ - BMP C120 Sodding, 1" deep, level ground $ 8.00 SY $ - BMP C120 Sodding, 1" deep, sloped ground $ 9.50 SY $ - BMP C120 TESC Supervisor $ 84.00 HR 10 $ 840.00 Water truck, dust control $ 130.00 HR 20 $ 2,600.00 BMP C140 WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - SUBTOTAL (TESC Only): $ 11,206.00 MOBILIZATION 10%: $ 1,120.60 CONTINGENCY 15%: $ 1,680.90 TOTAL: $ 14,007.50 Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET STORMWATER DRAINAGE Public Private Public Improvements Private Development Description Unit Price Unit Quantity Cost Quantity Cost Access Road, Retention / Detention $ 26.00 SY $ - $ - * (CBs include frame and lid) Beehive $ 90.00 EACH $ - $ - CB Type I $ 1,650.00 EACH 4 $ 6,600.00 5 $ 8,250.00 CB Type IL $ 1,850.00 EACH $ - 8 $ 14,800.00 CB Type II, 48" Dia $ 2,550.00 EACH $ - $ - for additional depth over 4' $ 650.00 FT $ - $ - CB Type II, 54" Dia $ 2,700.00 EACH $ - $ - for additional depth over 4' $ 600.00 FT $ - $ - CB Type II, 60" Dia $ 2,900.00 EACH $ - $ - for additional depth over 4' $ 750.00 FT $ - $ - CB Type II, 72" Dia $ 4,000.00 EACH $ - $ - for additional depth over 4' $ 900.00 FT $ - $ - Through-curb Inlet Framework (Add) $ 550.00 EACH $ - $ - Cleanout, PVC, 4" $ 200.00 EACH $ - $ - Cleanout, PVC, 6" $ 250.00 EACH $ - 3 $ 750.00 Cleanout, PVC, 8" $ 300.00 EACH $ - $ - Culvert, Box __ ft x __ ft $ - LS $ - $ - Culvert, PVC, 4" $ 12.00 LF $ - $ - Culvert, PVC, 6" $ 17.00 LF $ - $ - Culvert, PVC, 8" $ 19.00 LF $ - $ - Culvert, PVC, 12" $ 30.00 LF $ - $ - Culvert, CMP, 8" $ 23.00 LF $ - $ - Culvert, CMP, 12" $ 35.00 LF $ - $ - Culvert, CMP, 15" $ 42.00 LF $ - $ - Culvert, CMP, 18" $ 47.00 LF $ - $ - Culvert, CMP, 24" $ 69.00 LF $ - $ - Culvert, CMP, 30" $ 100.00 LF $ - $ - Culvert, CMP, 36" $ 150.00 LF $ - $ - Culvert, CMP, 48" $ 194.00 LF $ - $ - Culvert, CMP, 60" $ 310.00 LF $ - $ - Culvert, CMP, 72" $ 400.00 LF $ - $ - Culvert, Concrete, 8" $ 36.00 LF $ - $ - Culvert, Concrete, 12" $ 43.00 LF $ - $ - Culvert, Concrete, 15" $ 52.00 LF $ - $ - Culvert, Concrete, 18" $ 55.00 LF $ - $ - Culvert, Concrete, 24" $ 85.00 LF $ - $ - Culvert, Concrete, 30" $ 136.00 LF $ - $ - Culvert, Concrete, 36" $ 165.00 LF $ - $ - Culvert, Concrete, 42" $ 196.00 LF $ - $ - Culvert, Concrete, 48" $ 210.00 LF $ - $ - Culvert, CPP, 6" $ 16.00 LF $ - $ - Culvert, CPP, 8" $ 22.00 LF $ - $ - Culvert, CPP, 12" $ 28.00 LF $ - $ - Culvert, CPP, 15" $ 34.00 LF $ - $ - Culvert, CPP, 18" $ 39.00 LF $ - $ - Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET Culvert, CPP, 24" $ 49.00 LF $ - $ - Culvert, CPP, 30" $ 62.00 LF $ - $ - Culvert, CPP, 36" $ 69.00 LF $ - $ - Ditching $ 12.00 CY $ - $ - Flow Dispersal Trench (1,436 base+) $ 40.00 LF $ - $ - French Drain (3' depth) $ 39.00 LF $ - 27 $ 1,053.00 Geotextile, laid in trench, polypropylene $ 5.00 SY $ - 1360 $ 6,800.00 Infiltration pond testing $ 125.00 HR $ - $ - Mid-tank Access Riser, 48" dia, 6' deep $ 2,025.00 EACH $ - $ - Pipe, High Density Water Pipe (HDWP) $ 160.00 LF 412 $ 65,920.00 1335 $ 213,600.00 Pipe, C900 $ 90.00 LF $ - $ - Pond Overflow Spillway $ 18.00 SY $ - $ - Restrictor/Oil Separator, 12" $ 1,500.00 EACH $ - $ - Restrictor/Oil Separator, 15" $ 1,550.00 EACH $ - $ - Restrictor/Oil Separator, 18" $ 1,680.00 EACH $ - $ - Riprap, placed $ 52.00 CY $ - $ - Tank End Reducer (36" Dia) $ 1,280.00 EACH $ - $ - Thru-Inlet at CB $ 150.00 EACH $ - 2 $ 300.00 Trash Rack, 12" $ 320.00 EACH $ - $ - Trash Rack, 15" $ 325.00 EACH $ - $ - Trash Rack, 18" $ 350.00 EACH $ - $ - Trash Rack, 21" $ 375.00 EACH $ - $ - WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - $ - $ - $ - SUBTOTAL: $ 72,520.00 $ 245,553.00 MOBILIZATION 10%: $ 7,252.00 CONTINGENCY 15%: $ 10,878.00 TOTAL: $ 90,650.00 $ 245,553.00 Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET GENERAL ITEMS Public Improvements Private Development Description Unit Price Unit Quantity Cost Quantity Cost Backfill & Compaction- embankment $ 8.00 CY $ - $ - Backfill & Compaction- trench $ 11.00 CY $ - $ - Clear/Remove Brush, by hand (acre) $ 2,363.00 ACRE $ - $ - Bollards - fixed $ 325.00 EACH $ - $ - Bollards - removable $ 600.00 EACH $ - $ - Clearing/Grubbing/Tree Removal $ 6,000.00 ACRE $ - $ - Excavation - bulk $ 2.50 CY $ - 8470 $ 21,175.00 Excavation - Trench $ 5.00 CY $ - 740 $ 3,700.00 Fencing, cedar, 6' high $ 25.00 LF $ - $ - Fencing, chain link, 4' $ 19.50 LF $ - $ - Fencing, chain link, vinyl coated, 6' high $ 18.00 LF $ - $ - Fencing, chain link, gate, vinyl coated, 2 $ 1,563.00 EACH $ - $ - Fencing, split rail, 3' high $ 14.00 LF $ - $ - Fill & compact - common barrow $ 27.00 CY $ - $ - Fill & compact - gravel base $ 30.00 CY $ - $ - Fill & compact - screened topsoil $ 45.00 CY $ - $ - Gabion, 12" deep, stone filled mesh $ 62.00 SY $ - $ - Gabion, 18" deep, stone filled mesh $ 86.00 SY $ - $ - Gabion, 36" deep, stone filled mesh $ 152.00 SY $ - $ - Grading, fine, by hand $ 2.00 SY $ - $ - Grading, fine, with grader $ 1.25 SY $ - $ - Guard Post $ 90.00 EACH $ - $ - Monuments $ 104.00 EACH $ - $ - Sensitive Areas Sign $ 20.00 EACH $ - $ - Sodding, 1" deep, sloped ground $ 10.00 SY $ - $ - Topsoil Type A (imported) $ 30.00 CY $ - $ - Traffic control crew ( 2 flaggers ) $ 98.00 HR $ - $ - Trail, 4" chipped wood $ 9.00 SY $ - $ - Trail, 4" crushed cinder $ 10.00 SY $ - $ - Trail, 4" top course $ 9.50 SY $ - $ - Wall, retaining, concrete $ 66.00 SF $ - $ - Wall, rockery $ 13.00 SF $ - $ - WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - $ - $ - $ - Subtotal $ - Subtotal $ 24,875.00 Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET STREET IMPROVEMENT Public Improvements Private Development Description Unit Price Unit Quantity Cost Quantity Cost AC Grinding, 4' wide machine < 1000sy $ 35.00 SY $ - $ - AC Grinding, 4' wide machine 1000-2000$ 8.50 SY $ - $ - AC Grinding, 4' wide machine > 2000sy $ 2.50 SY $ - $ - AC Removal/Disposal/Repair $ 60.00 SY $ - $ - Barricade, Type I $ 36.00 LF $ - $ - Barricade Type II $ 25.00 LF $ - $ - Barricade, Type III ( Permanent ) $ 55.00 LF $ - $ - Conduit, 2" $ 5.00 LF $ - $ - Curb & Gutter, rolled $ 20.00 LF $ - $ - Curb & Gutter, vertical $ 15.00 LF $ - $ - Curb and Gutter, demolition and disposa $ 20.00 LF 530 $ 10,600.00 $ - Curb, extruded asphalt $ 5.00 LF $ - $ - Curb, extruded concrete $ 4.50 LF $ - 1200 $ 5,400.00 Guard Rail $ 30.00 LF $ - $ - Sawcut, asphalt, 3" depth $ 3.50 LF $ - $ - Sawcut, concrete, per 1" depth $ 3.00 LF $ - $ - Sealant, asphalt $ 2.00 LF 291 $ 582.00 $ - Shoulder, gravel, 4" thick $ 11.00 SY $ - $ - Sidewalk, 4" thick $ 40.00 SY 550 $ 22,000.00 864 $ 34,560.00 Sidewalk, 4" thick, demolition and dispos $ 36.00 SY 325 $ 11,700.00 $ - Sidewalk, 6" thick $ 45.00 SY $ - $ - Sidewalk, 6" thick, demolition and dispos $ 45.00 SY $ - $ - Signs $ - LS $ - $ - Sign, Handicap $ 100.00 EACH 1 $ 100.00 4 $ 400.00 Striping, per stall $ 7.50 EACH 39 $ 292.50 198 $ 1,485.00 Street Light System $ - LS $ - $ - Traffic Signal $ - LS $ - $ - Traffic Signal Modification $ - LS $ - $ - Striping, thermoplastic, ( for crosswalk ) $ 3.50 SF 108 $ 378.00 96 $ 336.00 Striping, 4" reflectorized line $ 0.40 LF $ - $ - AC Patching/Trenching Restoration $ 100.00 TON $ - $ - Controlled Density Fill (CDF) $ 90.00 CY $ - $ - WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - $ - $ - $ - Subtotal $ 45,652.50 Subtotal $ 42,181.00 Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET STREET SURFACING/PAVEMENT Public Improvements Private Development Description Unit Price Unit Quantity Cost Quantity Cost Asphalt Overlay, 1.5" AC $ 12.00 SY 1069 $ 12,828.00 $ - Asphalt Overlay, 2" AC $ 15.00 SY $ - $ - Asphalt Road 2", First 2500 SY $ 10.00 SY $ - $ - Asphalt Road 2", Qty. over 2500SY $ 9.00 SY $ - $ - Asphalt Road 3", First 2500 SY $ 15.00 SY $ - $ - Asphalt Road 3", Qty. over 2500 SY $ 13.00 SY $ - $ - Asphalt Road 5", First 2500 SY $ 22.00 SY $ - $ - Asphalt Road 5", Qty. Over 2500 SY $ 22.00 SY $ - $ - Asphalt Road 6", First 2500 SY $ 25.00 SY $ - $ - Asphalt Road 6", Qty. Over 2500 SY $ 24.00 SY $ - $ - Asphalt Treated Base, 4" thick $ 14.00 SY $ - $ - Gravel Base Course 2" $ 7.50 SY $ - $ - Gravel Base Course 4" $ 15.00 SY $ - $ - Gravel Base Course 6" $ 22.50 SY 347 $ 7,807.50 1200 $ 27,000.00 Gravel Road, 4" rock, First 2500 SY $ 15.00 SY $ - $ - Gravel Road, 4" rock, Qty. over 2500 SY $ 11.00 SY $ - $ - Concrete Road, 5", no base, over 2500 S$ 22.00 SY $ - $ - Concrete Road, 6", no base, over 2500 $ 32.00 SY $ - $ - Thickened Edge $ 11.00 LF $ - $ - WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - $ - $ - $ - Subtotal $ 20,635.50 Subtotal $ 27,000.00 Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET WATER SYSTEM Public Improvements Private Development Description Unit Price Unit Quantity Cost Quantity Cost Blowoff $ 1,800.00 EACH $ - 1 $ 1,800.00 Connection to Existing Water Main $ 2,000.00 EACH $ - 2 $ 4,000.00 Ductile Iron Watermain, CL 52, 6 Inch Dia $ 65.00 LF $ - $ - Ductile Iron Watermain, CL 52, 8 Inch Dia $ 85.00 LF $ - $ - Ductile Iron Watermain, CL 52, 10 Inch Dia $ 103.00 LF $ - $ - Ductile Iron Watermain, CL 52, 12 Inch Dia. $ 125.00 LF $ - 750 $ 93,750.00 Gate Valve, 6 inch Dia $ 250.00 EACH $ - 5 $ 1,250.00 Gate Valve, 8 Inch Dia $ 380.00 EACH $ - 10 $ 3,800.00 Gate Valve, 10 Inch Dia $ 425.00 EACH $ - $ - Gate Valve, 12 Inch Dia $ 500.00 EACH $ - 6 $ 3,000.00 Fire Hydrant Assembly, with Guard Posts $ 3,000.00 EACH $ - $ - Fire Hydrant Assembly, without Guard Posts $ 2,500.00 EACH $ - 5 $ 12,500.00 Air-Vac, 8 Inch Dia $ 6,000.00 EACH $ - $ - Air-Vac,10 Inch Dia $ 7,500.00 EACH $ - $ - Air-Vac, 12 Inch Dia $ 12,000.00 EACH $ - $ - Pressure Reducing Valve Assembly, 8 In. Dia $ 3,800.00 EACH $ - $ - Pressure Reducing Valve Assembly, 10 In. D $ 4,200.00 EACH $ - $ - Pressure Reducing Valve Assembly, 12 In. D $ 5,000.00 EACH $ - $ - Valve Marker Post $ 350.00 EACH $ - $ - WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - $ - $ - Subtotal $ - Subtotal $ 120,100.00 Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET SANITARY SEWER Public Improvements Private Development Description Unit Price Unit Quantity Cost Quantity Cost Connection to Existing Sewer Main $ - EACH $ - 1 $ - Clean Outs $ 500.00 EACH $ - 6 $ 3,000.00 Grease Interceptor, 500 gallon $ 6,000.00 EACH $ - $ - Grease Interceptor, 1000 gallon $ 10,000.00 EACH $ - $ - Grease Interceptor, 1500 gallon $ 15,000.00 EACH $ - $ - Side Sewer Pipe, PVC. 4 Inch Dia $ 8.00 LF $ - $ - Side Sewer Pipe, PVC. 6 Inch Dia $ 12.00 LF $ - 597 $ 7,164.00 Sewer Pipe, PVC, 8 inch Dia $ 33.00 LF $ - 725 $ 23,925.00 Sewer Pipe, PVC, 12 Inch Dia $ 41.00 LF $ - $ - Sewer Pipe, PVC, ____ Inch Dia $ - LF $ - $ - Lift Station (Entire System) $ - LS $ - $ - Manhole, 48 Inch Dia $ 3,000.00 EACH $ - 7 $ 21,000.00 for additional depth over 4 feet/per foo$ 532.00 FEET $ - $ - Manhole, 54 Inch Dia $ 3,500.00 EACH $ - $ - for additional depth over 4 feet/per foo$ 532.00 FEET $ - $ - Manhole, 60 Inch Dia $ 3,700.00 EACH $ - $ - for additional depth over 4 feet/per foo$ 532.00 FEET $ - $ - Manhole, 72 Inch Dia $ 4,000.00 EACH $ - $ - for additional depth over 4 feet/per foo$ 625.00 FEET $ - $ - Manhole, 96 Inch Dia $ 5,000.00 EACH $ - $ - for additional depth over 4 feet/per foo $ 625.00 FEET $ - $ - Outside Drop $ - LS $ - $ - Inside Drop $ - LS $ - $ - Pipe, C-900 $ 90.00 LF $ - $ - Pipe, High Density Water Pipe (HDWP) $ 160.00 LF $ - $ - WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - $ - $ - $ - Subtotal $ - Subtotal $ 55,089.00 Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET LANDSCAPING & VEGETATION Include Public Improvements & Private Development Description Unit Price Unit Quantity Cost Street Trees $ 500.00 EACH 28 $ 14,000.00 Root Barrier EACH 28 $ - Median Landscaping $ - LS $ - Right-of-Way Landscaping $ - LS $ - Wetland Landscaping $ - LS $ - Private Landscaping $ - LS $ - WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - Subtotal $ 14,000.00 $ - $ - (INCLUDES GENERAL, STREET, SURFACING, WATER, PUBLIC PRIVATE SEWER, LANDSCAPING) SUBTOTAL $ 80,288.00 $ 269,245.00 MOBILIZATION 10%: $ 8,028.80 $ 26,924.50 CONTINGENCY 15%: $ 12,043.20 $ 40,386.75 GRANDTOTAL: $ 100,360.00 $ 336,556.25 Rev 7/2017 CITY OF ARLINGTON - PILCHUCK VILLAGE FILE NO.: PORTION OF NE 1/4, NW 1/4 OF SEC. 12, TWP. 31 N., RGE. 05 E., W.M. GRAPHIC SCALE CASCADE DATUM: NAVD 88 SURVEYING & ENGINEERING, INC. ING ER E N I G N 0 E 7 & 91 G NI E C Y E N V I R S US E DA CSAC BUS STOP BUS STOP LOADING AREA LOADING AREA 90° PATH OF REAR WHEEL PATH OF FRONT WHEEL PATH OF REAR WHEEL 90° PATH OF OVERHANG PATH OF OVERHANG PATH OF FRONT WHEEL 8.41' 13 13 8.41' 21.33' 4' 21.33' 37.27 FT. 37.27 FT. 4' C C C C 37.27 FT. 37.27 FT. 4' 21.33' PATH OF OVERHANG PATH OF REAR WHEEL 8.41' 8.41' PATH OF FRONT WHEEL 90° 90° PATH OF FRONT WHEEL 4' 21.33' PATH OF OVERHANG PATH OF REAR WHEEL PATH OF REAR WHEEL PATH OF OVERHANG 21.33' 4' PATH OF FRONT WHEEL 8.41' 8.41' 90° 90° PATH OF FRONT WHEEL 37.27 FT. PATH OF REAR WHEEL 21.33' 4' PATH OF OVERHANG C 37.27 FT. C 37.27 FT. C C 37.27 FT. 4' DATEDATEDATE 4' 21.33' 74TH AVENUE N.E. 74TH AVENUE N.E. PATH OF FRONT WHEEL 21.33' PATH OF OVERHANG DESIGNEDDRAWNCHECKEDFIELD BOOK 8.41' PATH OF REAR WHEEL 8.41' PATH OF FRONT WHEEL PATH OF OVERHANG PATH OF REAR WHEEL 90° 90° 71ST AVENUE N.E. 71ST AVENUE N.E. CITY OF ARLINGTON PILCHUCK VILLAGE TRUCK TURNING RADIUS 1 OF 1 # 22388 CONTRUCTION PLAN REVIEW & INSPECTION FEE WORKSHEET Community & Economic Development Department City of Arlington  18204 59th Avenue NE  Arlington WA 98223  (360) 403-3551 This form is to be completed and submitted with Type I , Type II Type III Construction Permit Application. 1) Based on permit type requested (Type I, Type II or Type III), complete the form as follows:  Type I permits complete all sections.  Type II permits complete as follows: - Grading Only - Complete Temporary Erosion and Sediment Control (TESC). - Stormwater Drainage Only - Complete the Temporary Erosion and Sediment Control and Stormwater Drainage Section for Public or Private  Type III permits complete the Temporary Erosion and Sediment Control (TESC). 2) The developer shall enter the quantities shown on the construction drawings into the Construction Calculation Worksheet. This document is used to determine the amount of plan reivew and inspection fees due to the city. 3) Excel will auto-calculate the relevant fields and subtotals throughout the document. Only the 'Quantity' columns should be completed. 4) The summary page calculates the fees due at intake for Civil and Stormwater Drainage construction permits only. This does not include fees for Grading or those required by other departments or agencies. Grading fees are based on Cubic Yard Quantity and shall be calculated at time of permit submittal. Grading fees shall be paid at permit submittal. 5) If an item that is part of your project does not exist in the spreadsheet complete the Write-In-Items section with the item, quantity and associated unit cost. There are a few unit prices that are blank, please complete them accordingly. 6) Inspection fees shall be calculated for Private Development during the review process and shall be paid upon permit issuance. PROJECT COSTS PUBLIC TOTAL PRIVATE TOTAL TOTAL PROJECT COST $ 236,630.00 $ 550,496.75 $ 787,126.75 OK PLAN REVIEW & INSPECTION FEES PLAN REVIEW & INSPECTION FEE (6% of Project Value) $ - GRADING FEE (4) (Cubic Yard ) $ - Review fees due at time of submittal Total Review Fees Due $ - An Assurance Device such as a Performance Bond or Assignment of Funds needs to be on file with the City of Arlington prior to permit issuance. The Assurance Device shall be 150% of the Construction Calculation Worksheet which are as follows:  Road and Alley (Public)  Stormwater Drainage and Grading (Public)  Utilities (Public)  Temporary Erosion and Sediment Control (Public and Private) ASSURANCE DEVICE Base Calculation of Performance Device $ 236,630.00 PERFORMANCE DEVICE 150% Amount Due $ 354,945.00 Base Calculation of Maintenance Device $ 222,622.50 MAINTENANCE DEVICE 20% Amount Due $ 44,524.50 1 Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET TEMPORARY EROSION & SEDIMENT CONTROL Include Public Improvements & Private Development Description Unit Price Unit Quantity Cost Reference # Backfill & compaction-embankment $ 6.50 CY $ - Check dams $ 78.00 EACH $ - BMP C207 Catch Basin Protection $ 35.50 EACH 12 $ 426.00 Crushed surfacing 1 1/4" minus $ 18.00 TON $ - WSDOT 9-03.9(3) Ditching $ 8.00 CY $ - Excavation-bulk $ 3.00 CY $ - Fence, silt $ 2.00 LF 1870 $ 3,740.00 BMP C233 Fence, Temporary (NGPA) $ 2.00 LF $ - Geotextile Fabric $ 2.50 SY $ - Hay Bale Silt Trap $ 0.50 EACH $ - Hydroseeding $ 4,200.00 ACRE $ - BMP C120 Interceptor Swale / Dike $ 1.00 LF $ - Jute Mesh $ 2.00 SY $ - BMP C122 Level Spreader $ 1.75 LF $ - Mulch, by hand, straw, 3" deep $ 3.00 SY $ - BMP C121 Mulch, by machine, straw, 2" deep $ 1.00 SY $ - BMP C121 Piping, temporary, CPP, 6" $ 12.50 LF $ - Piping, temporary, CPP, 8" $ 19.00 LF $ - Piping, temporary, CPP, 12" $ 24.00 LF $ - Plastic covering, 6mm thick, sandbagged $ 3.00 SY $ - BMP C123 Rip Rap, machine placed; slopes $ 50.00 CY $ - WSDOT 9-13.1(2) Rock Construction Entrance, 50'x15'x1' $ 1,800.00 EACH $ - BMP C105 Rock Construction Entrance, 100'x15'x1' $ 3,600.00 EACH 1 $ 3,600.00 BMP C105 Sediment pond riser assembly $ 3,050.00 EACH $ - BMP C241 Sediment trap, 5' high berm $ 21.00 LF $ - BMP C240 Sed. trap, 5' high, riprapped spillway berm section $ 79.00 LF $ - BMP C240 Seeding, by hand $ 1.00 SY $ - BMP C120 Sodding, 1" deep, level ground $ 8.00 SY $ - BMP C120 Sodding, 1" deep, sloped ground $ 9.50 SY $ - BMP C120 TESC Supervisor $ 84.00 HR 10 $ 840.00 Water truck, dust control $ 130.00 HR 20 $ 2,600.00 BMP C140 WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - SUBTOTAL (TESC Only): $ 11,206.00 MOBILIZATION 10%: $ 1,120.60 CONTINGENCY 15%: $ 1,680.90 TOTAL: $ 14,007.50 Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET STORMWATER DRAINAGE Public Private Public Improvements Private Development Description Unit Price Unit Quantity Cost Quantity Cost Access Road, Retention / Detention $ 26.00 SY $ - $ - * (CBs include frame and lid) Beehive $ 90.00 EACH $ - $ - CB Type I $ 1,650.00 EACH 4 $ 6,600.00 5 $ 8,250.00 CB Type IL $ 1,850.00 EACH $ - 8 $ 14,800.00 CB Type II, 48" Dia $ 2,550.00 EACH $ - $ - for additional depth over 4' $ 650.00 FT $ - $ - CB Type II, 54" Dia $ 2,700.00 EACH $ - $ - for additional depth over 4' $ 600.00 FT $ - $ - CB Type II, 60" Dia $ 2,900.00 EACH $ - $ - for additional depth over 4' $ 750.00 FT $ - $ - CB Type II, 72" Dia $ 4,000.00 EACH $ - $ - for additional depth over 4' $ 900.00 FT $ - $ - Through-curb Inlet Framework (Add) $ 550.00 EACH $ - $ - Cleanout, PVC, 4" $ 200.00 EACH $ - $ - Cleanout, PVC, 6" $ 250.00 EACH $ - 3 $ 750.00 Cleanout, PVC, 8" $ 300.00 EACH $ - $ - Culvert, Box __ ft x __ ft $ - LS $ - $ - Culvert, PVC, 4" $ 12.00 LF $ - $ - Culvert, PVC, 6" $ 17.00 LF $ - $ - Culvert, PVC, 8" $ 19.00 LF $ - $ - Culvert, PVC, 12" $ 30.00 LF $ - $ - Culvert, CMP, 8" $ 23.00 LF $ - $ - Culvert, CMP, 12" $ 35.00 LF $ - $ - Culvert, CMP, 15" $ 42.00 LF $ - $ - Culvert, CMP, 18" $ 47.00 LF $ - $ - Culvert, CMP, 24" $ 69.00 LF $ - $ - Culvert, CMP, 30" $ 100.00 LF $ - $ - Culvert, CMP, 36" $ 150.00 LF $ - $ - Culvert, CMP, 48" $ 194.00 LF $ - $ - Culvert, CMP, 60" $ 310.00 LF $ - $ - Culvert, CMP, 72" $ 400.00 LF $ - $ - Culvert, Concrete, 8" $ 36.00 LF $ - $ - Culvert, Concrete, 12" $ 43.00 LF $ - $ - Culvert, Concrete, 15" $ 52.00 LF $ - $ - Culvert, Concrete, 18" $ 55.00 LF $ - $ - Culvert, Concrete, 24" $ 85.00 LF $ - $ - Culvert, Concrete, 30" $ 136.00 LF $ - $ - Culvert, Concrete, 36" $ 165.00 LF $ - $ - Culvert, Concrete, 42" $ 196.00 LF $ - $ - Culvert, Concrete, 48" $ 210.00 LF $ - $ - Culvert, CPP, 6" $ 16.00 LF $ - $ - Culvert, CPP, 8" $ 22.00 LF $ - $ - Culvert, CPP, 12" $ 28.00 LF $ - $ - Culvert, CPP, 15" $ 34.00 LF $ - $ - Culvert, CPP, 18" $ 39.00 LF $ - $ - Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET Culvert, CPP, 24" $ 49.00 LF $ - $ - Culvert, CPP, 30" $ 62.00 LF $ - $ - Culvert, CPP, 36" $ 69.00 LF $ - $ - Ditching $ 12.00 CY $ - $ - Flow Dispersal Trench (1,436 base+) $ 40.00 LF $ - $ - French Drain (3' depth) $ 39.00 LF $ - 27 $ 1,053.00 Geotextile, laid in trench, polypropylene $ 5.00 SY $ - 1360 $ 6,800.00 Infiltration pond testing $ 125.00 HR $ - $ - Mid-tank Access Riser, 48" dia, 6' deep $ 2,025.00 EACH $ - $ - Pipe, High Density Water Pipe (HDWP) $ 160.00 LF 412 $ 65,920.00 1335 $ 213,600.00 Pipe, C900 $ 90.00 LF $ - $ - Pond Overflow Spillway $ 18.00 SY $ - $ - Restrictor/Oil Separator, 12" $ 1,500.00 EACH $ - $ - Restrictor/Oil Separator, 15" $ 1,550.00 EACH $ - $ - Restrictor/Oil Separator, 18" $ 1,680.00 EACH $ - $ - Riprap, placed $ 52.00 CY $ - $ - Tank End Reducer (36" Dia) $ 1,280.00 EACH $ - $ - Thru-Inlet at CB $ 150.00 EACH $ - 2 $ 300.00 Trash Rack, 12" $ 320.00 EACH $ - $ - Trash Rack, 15" $ 325.00 EACH $ - $ - Trash Rack, 18" $ 350.00 EACH $ - $ - Trash Rack, 21" $ 375.00 EACH $ - $ - WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - $ - $ - $ - SUBTOTAL: $ 72,520.00 $ 245,553.00 MOBILIZATION 10%: $ 7,252.00 CONTINGENCY 15%: $ 10,878.00 TOTAL: $ 90,650.00 $ 245,553.00 Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET GENERAL ITEMS Public Improvements Private Development Description Unit Price Unit Quantity Cost Quantity Cost Backfill & Compaction- embankment $ 8.00 CY $ - $ - Backfill & Compaction- trench $ 11.00 CY $ - $ - Clear/Remove Brush, by hand (acre) $ 2,363.00 ACRE $ - $ - Bollards - fixed $ 325.00 EACH $ - $ - Bollards - removable $ 600.00 EACH $ - $ - Clearing/Grubbing/Tree Removal $ 6,000.00 ACRE $ - $ - Excavation - bulk $ 2.50 CY $ - 8470 $ 21,175.00 Excavation - Trench $ 5.00 CY $ - 740 $ 3,700.00 Fencing, cedar, 6' high $ 25.00 LF $ - $ - Fencing, chain link, 4' $ 19.50 LF $ - $ - Fencing, chain link, vinyl coated, 6' high $ 18.00 LF $ - $ - Fencing, chain link, gate, vinyl coated, 2 $ 1,563.00 EACH $ - $ - Fencing, split rail, 3' high $ 14.00 LF $ - $ - Fill & compact - common barrow $ 27.00 CY $ - $ - Fill & compact - gravel base $ 30.00 CY $ - $ - Fill & compact - screened topsoil $ 45.00 CY $ - $ - Gabion, 12" deep, stone filled mesh $ 62.00 SY $ - $ - Gabion, 18" deep, stone filled mesh $ 86.00 SY $ - $ - Gabion, 36" deep, stone filled mesh $ 152.00 SY $ - $ - Grading, fine, by hand $ 2.00 SY $ - $ - Grading, fine, with grader $ 1.25 SY $ - $ - Guard Post $ 90.00 EACH $ - $ - Monuments $ 104.00 EACH $ - $ - Sensitive Areas Sign $ 20.00 EACH $ - $ - Sodding, 1" deep, sloped ground $ 10.00 SY $ - $ - Topsoil Type A (imported) $ 30.00 CY $ - $ - Traffic control crew ( 2 flaggers ) $ 98.00 HR $ - $ - Trail, 4" chipped wood $ 9.00 SY $ - $ - Trail, 4" crushed cinder $ 10.00 SY $ - $ - Trail, 4" top course $ 9.50 SY $ - $ - Wall, retaining, concrete $ 66.00 SF $ - $ - Wall, rockery $ 13.00 SF $ - $ - WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - $ - $ - $ - Subtotal $ - Subtotal $ 24,875.00 Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET STREET IMPROVEMENT Public Improvements Private Development Description Unit Price Unit Quantity Cost Quantity Cost AC Grinding, 4' wide machine < 1000sy $ 35.00 SY $ - $ - AC Grinding, 4' wide machine 1000-2000$ 8.50 SY $ - $ - AC Grinding, 4' wide machine > 2000sy $ 2.50 SY $ - $ - AC Removal/Disposal/Repair $ 60.00 SY $ - $ - Barricade, Type I $ 36.00 LF $ - $ - Barricade Type II $ 25.00 LF $ - $ - Barricade, Type III ( Permanent ) $ 55.00 LF $ - $ - Conduit, 2" $ 5.00 LF $ - $ - Curb & Gutter, rolled $ 20.00 LF $ - $ - Curb & Gutter, vertical $ 15.00 LF $ - $ - Curb and Gutter, demolition and disposa $ 20.00 LF 530 $ 10,600.00 $ - Curb, extruded asphalt $ 5.00 LF $ - $ - Curb, extruded concrete $ 4.50 LF $ - 1200 $ 5,400.00 Guard Rail $ 30.00 LF $ - $ - Sawcut, asphalt, 3" depth $ 3.50 LF $ - $ - Sawcut, concrete, per 1" depth $ 3.00 LF $ - $ - Sealant, asphalt $ 2.00 LF 291 $ 582.00 $ - Shoulder, gravel, 4" thick $ 11.00 SY $ - $ - Sidewalk, 4" thick $ 40.00 SY 550 $ 22,000.00 864 $ 34,560.00 Sidewalk, 4" thick, demolition and dispos $ 36.00 SY 325 $ 11,700.00 $ - Sidewalk, 6" thick $ 45.00 SY $ - $ - Sidewalk, 6" thick, demolition and dispos $ 45.00 SY $ - $ - Signs $ - LS $ - $ - Sign, Handicap $ 100.00 EACH 1 $ 100.00 4 $ 400.00 Striping, per stall $ 7.50 EACH 39 $ 292.50 198 $ 1,485.00 Street Light System $ - LS $ - $ - Traffic Signal $ - LS $ - $ - Traffic Signal Modification $ - LS $ - $ - Striping, thermoplastic, ( for crosswalk ) $ 3.50 SF 108 $ 378.00 96 $ 336.00 Striping, 4" reflectorized line $ 0.40 LF $ - $ - AC Patching/Trenching Restoration $ 100.00 TON $ - $ - Controlled Density Fill (CDF) $ 90.00 CY $ - $ - WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - $ - $ - $ - Subtotal $ 45,652.50 Subtotal $ 42,181.00 Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET STREET SURFACING/PAVEMENT Public Improvements Private Development Description Unit Price Unit Quantity Cost Quantity Cost Asphalt Overlay, 1.5" AC $ 12.00 SY 1069 $ 12,828.00 $ - Asphalt Overlay, 2" AC $ 15.00 SY $ - $ - Asphalt Road 2", First 2500 SY $ 10.00 SY $ - $ - Asphalt Road 2", Qty. over 2500SY $ 9.00 SY $ - $ - Asphalt Road 3", First 2500 SY $ 15.00 SY $ - $ - Asphalt Road 3", Qty. over 2500 SY $ 13.00 SY $ - $ - Asphalt Road 5", First 2500 SY $ 22.00 SY $ - $ - Asphalt Road 5", Qty. Over 2500 SY $ 22.00 SY $ - $ - Asphalt Road 6", First 2500 SY $ 25.00 SY $ - $ - Asphalt Road 6", Qty. Over 2500 SY $ 24.00 SY $ - $ - Asphalt Treated Base, 4" thick $ 14.00 SY $ - $ - Gravel Base Course 2" $ 7.50 SY $ - $ - Gravel Base Course 4" $ 15.00 SY $ - $ - Gravel Base Course 6" $ 22.50 SY 347 $ 7,807.50 1200 $ 27,000.00 Gravel Road, 4" rock, First 2500 SY $ 15.00 SY $ - $ - Gravel Road, 4" rock, Qty. over 2500 SY $ 11.00 SY $ - $ - Concrete Road, 5", no base, over 2500 S$ 22.00 SY $ - $ - Concrete Road, 6", no base, over 2500 $ 32.00 SY $ - $ - Thickened Edge $ 11.00 LF $ - $ - WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - $ - $ - $ - Subtotal $ 20,635.50 Subtotal $ 27,000.00 Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET WATER SYSTEM Public Improvements Private Development Description Unit Price Unit Quantity Cost Quantity Cost Blowoff $ 1,800.00 EACH 1 $ 1,800.00 $ - Connection to Existing Water Main $ 2,000.00 EACH 2 $ 4,000.00 $ - Ductile Iron Watermain, CL 52, 6 Inch Dia $ 65.00 LF $ - $ - Ductile Iron Watermain, CL 52, 8 Inch Dia $ 85.00 LF $ - $ - Ductile Iron Watermain, CL 52, 10 Inch Dia $ 103.00 LF $ - $ - Ductile Iron Watermain, CL 52, 12 Inch Dia. $ 125.00 LF $ - 750 $ 93,750.00 Gate Valve, 6 inch Dia $ 250.00 EACH $ - 5 $ 1,250.00 Gate Valve, 8 Inch Dia $ 380.00 EACH $ - 10 $ 3,800.00 Gate Valve, 10 Inch Dia $ 425.00 EACH $ - $ - Gate Valve, 12 Inch Dia $ 500.00 EACH 6 $ 3,000.00 $ - Fire Hydrant Assembly, with Guard Posts $ 3,000.00 EACH $ - $ - Fire Hydrant Assembly, without Guard Posts $ 2,500.00 EACH 5 $ 12,500.00 $ - Air-Vac, 8 Inch Dia $ 6,000.00 EACH $ - $ - Air-Vac,10 Inch Dia $ 7,500.00 EACH $ - $ - Air-Vac, 12 Inch Dia $ 12,000.00 EACH $ - $ - Pressure Reducing Valve Assembly, 8 In. Dia $ 3,800.00 EACH $ - $ - Pressure Reducing Valve Assembly, 10 In. D $ 4,200.00 EACH $ - $ - Pressure Reducing Valve Assembly, 12 In. D $ 5,000.00 EACH $ - $ - Valve Marker Post $ 350.00 EACH $ - $ - WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - $ - $ - Subtotal $ 21,300.00 Subtotal $ 98,800.00 Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET SANITARY SEWER Public Improvements Private Development Description Unit Price Unit Quantity Cost Quantity Cost Connection to Existing Sewer Main $ - EACH 1 $ - $ - Clean Outs $ 500.00 EACH $ - 6 $ 3,000.00 Grease Interceptor, 500 gallon $ 6,000.00 EACH $ - $ - Grease Interceptor, 1000 gallon $ 10,000.00 EACH $ - $ - Grease Interceptor, 1500 gallon $ 15,000.00 EACH $ - $ - Side Sewer Pipe, PVC. 4 Inch Dia $ 8.00 LF $ - $ - Side Sewer Pipe, PVC. 6 Inch Dia $ 12.00 LF $ - 597 $ 7,164.00 Sewer Pipe, PVC, 8 inch Dia $ 33.00 LF 30 $ 990.00 695 $ 22,935.00 Sewer Pipe, PVC, 12 Inch Dia $ 41.00 LF $ - $ - Sewer Pipe, PVC, ____ Inch Dia $ - LF $ - $ - Lift Station (Entire System) $ - LS $ - $ - Manhole, 48 Inch Dia $ 3,000.00 EACH 1 $ 3,000.00 6 $ 18,000.00 for additional depth over 4 feet/per foo$ 532.00 FEET $ - $ - Manhole, 54 Inch Dia $ 3,500.00 EACH $ - $ - for additional depth over 4 feet/per foo$ 532.00 FEET $ - $ - Manhole, 60 Inch Dia $ 3,700.00 EACH $ - $ - for additional depth over 4 feet/per foo$ 532.00 FEET $ - $ - Manhole, 72 Inch Dia $ 4,000.00 EACH $ - $ - for additional depth over 4 feet/per foo$ 625.00 FEET $ - $ - Manhole, 96 Inch Dia $ 5,000.00 EACH $ - $ - for additional depth over 4 feet/per foo $ 625.00 FEET $ - $ - Outside Drop $ - LS $ - $ - Inside Drop $ - LS $ - $ - Pipe, C-900 $ 90.00 LF $ - $ - Pipe, High Density Water Pipe (HDWP) $ 160.00 LF $ - $ - WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - $ - $ - $ - Subtotal $ 3,990.00 Subtotal $ 51,099.00 Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET LANDSCAPING & VEGETATION Include Public Improvements & Private Development Description Unit Price Unit Quantity Cost Street Trees $ 500.00 EACH 28 $ 14,000.00 Root Barrier EACH 28 $ - Median Landscaping $ - LS $ - Right-of-Way Landscaping $ - LS $ - Wetland Landscaping $ - LS $ - Private Landscaping $ - LS $ - WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - Subtotal $ 14,000.00 $ - $ - (INCLUDES GENERAL, STREET, SURFACING, WATER, PUBLIC PRIVATE SEWER, LANDSCAPING) SUBTOTAL $ 105,578.00 $ 243,955.00 MOBILIZATION 10%: $ 10,557.80 $ 24,395.50 CONTINGENCY 15%: $ 15,836.70 $ 36,593.25 GRANDTOTAL: $ 131,972.50 $ 304,943.75 Rev 7/2017 ADS, Inc. Drainage Handbook Specifications ♦ 1-15 ADS HP STORM 12”- 60” PIPE SPECIFICATION Scope This specification describes 12- through 60-inch (300 to 1500 mm) ADS HP Storm pipe for use in gravity-flow storm drainage applications. Pipe Requirements ADS HP Storm pipe shall have a smooth interior and annular exterior corrugations. • 12- through 60-inch (300 to 1500 mm) pipe shall meet ASTM F2881 or AASHTO M330 • Manning’s “n” value for use in design shall be 0.012 Joint Performance Pipe shall be joined using a bell & spigot joint meeting the requirements of ASTM F2881 or AASHTO M330. The joint shall be watertight according to the requirements of ASTM D3212. Gaskets shall meet the requirements of ASTM F477. Gasket shall be installed by the pipe manufacturer and covered with a removable, protective wrap to ensure the gasket is free from debris. A joint lubricant available from the manufacturer shall be used on the gasket and bell during assembly. 12- through 60-inch (300 to 1500 mm) diameters shall have an exterior bell wrap installed by the manufacturer. Fittings Fittings shall conform to ASTM F2881 or AASHTO M330. Bell and spigot connections shall utilize a welded or integral bell and valley or inline gaskets meeting the watertight joint performance requirements of ASTM D3212. Field Pipe and Joint Performance To assure watertightness, field performance verification may be accomplished by testing in accordance with ASTM F1417 or ASTM F2487. Appropriate safety precautions must be used when field-testing any pipe material. Contact the manufacturer for recommended leakage rates. Material Properties Polypropylene compound for pipe and fitting production shall be impact modified copolymer meeting the material requirements of ASTM F2881, Section 5 and AASHTO M330, Section 6.1. Installation Installation shall be in accordance with ASTM D2321 and ADS recommended installation guidelines, with the exception that minimum cover in traffic areas for 12- through 48-inch (300 to 1200 mm) diameters shall be one foot (0.3 m) and for 60-inch (1500 mm) diameter the minimum cover shall be 2 ft. (0.6 m) in single run applications. Backfill for minimum cover situations shall consist of Class 1 (compacted), Class 2 (minimum 90% SPD), or Class 3 (minimum 95%) material. Maximum fill heights depend on embedment material and compaction level; please refer to Technical Note 2.04. Contact your local ADS representative or visit our website at www.ads-pipe.com for a copy of the latest installation guidelines. Pipe Dimensions Nominal Pipe I.D. 12 15 18 24 30 36 42 48 60 in (mm) (300) (375) (450) (600) (750) (900) (1050) (1200) (1500) Average Pipe I.D. 12.2 15.1 18.2 24.1 30.2 36.0 42.0 47.9 59.9 in (mm) (310) (384) (462) (612) (767) (914) (1067) (1217) (1521) Average Pipe O.D. 14.5 17.7 21.4 28.0 35.5 41.5 47.4 54.1 67.1 in (mm) (368) (450) (544) (711) (902) (1054) (1204) (1374) (1704) Minimum Pipe Stiffness * 75 60 56 50 46 40 35 35 30 @ 5% Deflection #/in./in. (kN/m2) (517) (414) (386) (345) (317) (276) (241) (241) (207) *Minimum pipe stiffness values listed; contact a representative for average values.  ADS, Inc., January 2019 HP Storm Pipe 12”–60” TM The MosT AdvAnced NaMe iN WaTer MaNageMeNT soluTioNs HP STORM PiPe 12”–60” FOR STORM aPPlicaTiOnS Overview An addition to our proven line of pipe products, HP Storm is a high-performance polypropylene (PP) pipe for gravity-flow storm drainage applications. HP Storm is the perfect choice when premium joint performance and/or greater Smooth Interior Wall pipe stiffness is required. HP Storm couples advanced Corrugated Structural Wall polypropylene resin technology with a proven, dual-wall profile design for superior performance and durability. Specify HP Storm with confidence based on national standards and approvals. This innovative product meets or exceeds ASTM F2881 and AASHTO M330. From a federal perspective, polypropylene pipe is approved for use by the Army Corps of Engineers for storm drainage applications under Section 33 40 00 (Unified Facilities Guide Specifications). The Federal Aviation Authority (FAA) permits polypropylene pipe under airfield pavements per Item D-701, Pipe for Storm Drains and Culverts in AC 150/5370-10G (Standards for Specifying Construction of Airports). Additionally, the American Railway Engineering and Maintence-of-Way Association (AREMA) approves polypropylene pipe in storm drainage applications under railroads. Advanced Dual Wall Profile Construction 12”-60” (300 - 1500 mm) diameter HP Storm pipe utilizes an Interior View enhanced dual wall construction, providing increased pipe stiffness. The additional stiffness and beam strength enhances jobsite performance in stringent line and grade requirements. The pipe profile is completed with a smooth interior which provides additional strength and excellent flow characteristics. Superior Polypropylene Material Made from an engineered impact modified co-polymer compound, the superior strength and material properties of polypropylene offer robust pipe stiffness, excellent handling characteristics, and long service life when compared to traditional storm sewer products. It is highly resistant to chemical attack and is unaffected by soils or effluents with PH ranges 1.5 to 14. The unique light grey resin color provides immediate jobsite recognition as well as improving the pipe’s interior visibility during post-installation inspection. Polypropylene Resin TM The MosT AdvAnced NaMe iN WaTer MaNageMeNT soluTioNs Superior Joint Performance HP Storm pipe has an extended bell that adds an additional factor of safety within each joint. The joint performance meets or exceeds the 10.8 psi laboratory performance standards per ASTM D3212 requirements. Third party certification of joint performance is available upon request. In the field, each section of HP Storm may be tested by a low pressure air test, according to ASTM F1417, which is a commonly Extended Bell used standard and specifies that 3.5 psi air pressure be held for a specified length of time based upon pipe diameter and length of run. Where an infiltration/exfiltration test is preferred, ASTM F2487 specifies a simplistic method of verifying proper joint performance. Fittings Both standard and custom fittings are available for the HP Storm product line. A complete line of standard Nyloplast PVC molded fittings are available in the 12”–30” (300-750mm) mainline sizes. Standard branch laterals are designed to accept SDR-35 or SDR-26 pipe. Diameter Range HP Storm is currently manufactured in the 12”–60” (300-1500mm) size range and in 20-foot (6m) lengths. The 20-foot (6m) lengths aid in speed of installation and reduce the total number of joints. Fabricated Wye Fitting PROFIlE INSIDE OuTSIDE TRuCKlOAD DIAMETER lENgTH TYPE DIAMETER DIAMETER FOOTAgE 12 in. (300 mm) Dual Wall 20 ft. (6 m) 12.2 in. (310 mm) 14.5 in. (368 mm) 2400 ft. (731.5 m) 15 in. (375 mm) Dual Wall 20 ft. (6 m) 15.1 in. (384 mm) 17.7 in. (450 mm) 1600 ft. (487.7 m) 18 in. (450 mm) Dual Wall 20 ft. (6 m) 18.2 in. (462 mm) 21.4 in. (544 mm) 1120 ft. (341.4 m) 24 in. (600 mm) Dual Wall 20 ft. (6 m) 24.1 in. (612 mm) 28.0 in. (711 mm) 600 ft. (182.9 m) 30 in. (750 mm) Dual Wall 20 ft. (6 m) 30.2 in. (767 mm) 35.5 in. (902 mm) 360 ft. (109.7 m) 36 in. (900 mm) Dual Wall 20 ft. (6 m) 36.0 in. (914 mm) 41.5 in. (1054 mm) 240 ft. (73.2 m) 42 in. (1050 mm) Dual Wall 20 ft. (6 m) 42.0 in. (1067 mm) 47.4 in. (1204 mm) 160 ft. (48.8 m) Fittings Available 48 in. (1200 mm) Dual Wall 20 ft. (6 m) 47.9 in. (1217 mm) 54.1 in. (1374 mm) 120 ft. (36.6 m) in PVC or PP 60 in. (1500 mm) Dual Wall 20 ft. (6 m) 59.9 in. (1521 mm) 67.1 in. (1704 mm) 80 ft. (24.4 m) Tap Connections A standard tapping product, such as INSERTA TEE®, is compatible with HP Storm. Repair Couplers Depending on local requirements, ADS offers a full range of repair coupling options. For soil-tight performance, split couplers and Mar Mac® repair bands are offered. Testable repair couplers are also available, which include stainless steel restraint bands and Nyloplast® PVC repair sleeves. Typical InsERTA TEE Tap 12”–60” Structure Connections Storm sewer structure connection requirements vary greatly by region. For soil-tight performance, HP Storm exterior corrugations provide an effective profile for grouted connections. For watertight performance, ADS offers a wide selection of connection options utilizing some of the most widely used manhole connectors on the market today from companies such as A-Lok®, Trelleborg® and Press Seal® Gasket Corporation. Grouted Waterstop Flexible Boot Connection Manhole Connection WATERTIGHT CONNECTOR FILL VOID SPACE WITH ACCEPTABLE (PRESS-SEAL; PSX DIRECT DRIVE GROUT MATERIAL OR TRELLEBORG KOR-N-SEAL) HP STORM HP STORM Repair Coupler DUAL WALL DUAL WALL PIPE 12”-60” PIPE 12”-60” WATERSTOP GASKET CORRUGATED PIPE ADAPTER Pre-Cast Compression Pre-Cast Compression Gasket Connection Gasket Connection PRE-CAST WATERTIGHT PRE-CAST WATERTIGHT CONNECTOR (A-LOK) CONNECTOR (A-LOK) HP STORM HP STORM DUAL DUAL WALL WALL PIPE 12”-30” PIPE 12”-60” HP STORM Manole Compression Gasket NYLOPLAST/PVC MANHOLE ADAPTER MANHOLE Connection with Corrugated ADAPTER Pipe Adapter ADS HP STORM 12”–60” PIPE SPECIFICATION SCOPE This specification describes 12– through 60–inch (300 to 1500 mm) ADS HP Storm pipe for use in gravity-flow storm drainage applications. PIPE REquIREMENTS • 12– through 60-inch (300 to 1500 mm) pipe shall have a smooth interior and annular exterior corrugations and meet or exceed ASTM F2881 and AASHTO M330. • Manning’s “n” value for use in design shall be 0.012. JOINT PERFORMANCE Pipe shall be joined with a gasketed integral bell & spigot joint meeting the requirements of ASTM F2881. 12– through 60–inch (300 to 1500 mm) shall be watertight according to the requirements of ASTM D3212. Spigots shall have gaskets meeting the requirements of ASTM F477. Gasket shall be installed by the pipe manufacturer and covered with a removable, protective wrap to ensure the gasket is free from debris. A joint lubricant available from the manufacturer shall be used on the gasket and bell during joint assembly. 12- through 60-inch (300 to 1500 mm) diameters shall have an exterior bell wrap installed by the manufacturer. FITTINgS Fittings shall conform to ASTM F2881 and AASHTO M330. Bell and spigot connections shall utilize a spun–on, welded or integral bell and spigots with gaskets meeting ASTM F477. Bell & spigot fittings joint shall meet the watertight joint performance requirements of ASTM D3212. Corrugated couplings shall be split collar, engaging at least 2 full corrugations. FIElD PIPE AND JOINT PERFORMANCE To assure watertightness, field performance verification may be accomplished by testing in accordance with ASTM F1417 or F2487. Appropriate safety precautions must be used when field testing any pipe material. Contact the manufacturer for recommended leakage rates. MATERIAl PROPERTIES Polypropylene compound for pipe and fitting production shall be impact modified copolymer meeting the material requirements of ASTM F2881, Section 5 and AASHTO M330, Section 6.1. INSTAllATION Installation shall be in accordance with ASTM D2321 and ADS recommended installation guidelines, with the exception that minimum cover in traffic areas for 12– through 48–inch (300 to 1200 mm) diameters shall be one foot (0.3 m) and for 60–inch (1500 mm) diameters, the minimum cover shall be 2 feet (0.6 m) in single run applications. Backfill for minimum cover situations shall consist of Class 1, Class 2 (minimum 90% SPD) or Class 3 (minimum 95%) material. Maximum fill heights depend on embedment material and compaction level; please refer to Technical Note 2.04. Contact your local ADS representative or visit our website at www.ads–pipe.com for a copy of the latest installation guidelines. PIPE DIMENSIONS Nominal Diameter in. 12 15 18 24 30 36 42 48 60 (mm) (300) (375) (450) (600) (750) (900) (1050) (1200) (1500) Average Pipe I.D. in. 12.2 15.1 18.2 24.1 30.2 36.0 42.0 47.9 59.9 (mm) (310) (384) (462) (612) (767) (914) (1067) (1217) (1521) Average Pipe O.D. in. 14.5 17.7 21.4 28.0 35.5 41.5 47.4 54.1 67.1 (mm) (368) (450) (544) (711) (902) (1054) (1204) (1374) (1704) Minimum Pipe Stiffness at 5% 75 60 56 50 46 40 35 35 30 Deflection* #/in/in. (kN/m )2 (517) (414) (386) (345) (317) (276) (241) (241) (207) *Minimum pipe stiffness values listed; contact a representative for maximum values. TM The MosT AdvAnced NaMe iN WaTer MaNageMeNT soluTioNs ADS “Terms and Conditions of Sale” are available on the ADS website, www.ads-pipe.com The ADS logo and the Green Stripe are registered trademarks of Advanced Drainage Systems, Inc. Inserta Tee® is a registered trademark of Inserta Fittings, Co. A-Lok® is a registered trademark of A-Lok Products, Inc. NPC® is a registered trademark of Trelleborg Pipe Seals Milford, Inc. Press Seal® Gasket Corporation is a registered trademark of Press Seal Gasket Corporation. Mar Mac® is a registered trademark of Mar Mac Construction Products, Inc. Nyloplast® is a registered trademark of Nyloplast. © 2016 Advanced Drainage Systems, Inc. #10820 05/16 MH Advanced Drainage Systems, Inc. 4640 Trueman Blvd. Hilliard, OH 43026 1-800-821-6710 www.ads-pipe.com TM The MosT AdvAnced NaMe iN WaTer MaNageMeNT soluTioNs ADS, Inc. Drainage Handbook Specifications ♦ 1-9 ________________________________________________________________________________________________ ® ADS N-12 WT IB PIPE (per AASHTO) SPECIFICATION Scope This specification describes 4- through 60-inch (100 to 1500 mm) ADS N-12 WT IB pipe (per AASHTO) for use in gravity-flow applications. Pipe Requirements N-12 WT IB pipe (per AASHTO) shall have a smooth interior and annular exterior corrugations. • 4- through 10-inch (100 to 250 mm) shall meet AASHTO M252, Type S. • 12- through 60-inch (300 to 1500 mm) shall meet AASHTO M294, Type S or ASTM F2306. • Manning’s “n” value for use in design shall be 0.012. Joint Performance Pipe shall be joined with the N-12 WT IB joint meeting the requirements of AASHTO M252, AASHTO M294, or ASTM F2306. 4- through 60-inch (100 to 1500 mm) shall be watertight according to the requirements of ASTM D3212. Gaskets shall meet the requirements of ASTM F477. Gaskets shall be installed by the pipe manufacturer and covered with a removable, protective wrap to ensure the gasket is free from debris. A joint lubricant available from the manufacturer shall be used on the gasket and bell during assembly. 12- through 60-inch (300 to 1500 mm) diameters shall have a reinforced bell with a polymer composite band. The bell tolerance device shall be installed by the manufacturer. Fittings Fittings shall conform to AASHTO M252, AASHTO M294, or ASTM F2306. Bell and spigot connections shall utilize a spun-on or welded bell and valley or saddle gasket meeting the watertight joint performance requirements of AASHTO M252, AASHTO M294 or ASTM F2306. Field Pipe and Joint Performance To assure watertightness, field performance verification may be accomplished by testing in accordance with ASTM F2487. Appropriate safety precautions must be used when field-testing any pipe material. Contact the manufacturer for recommended leakage rates. Material Properties Virgin material for pipe and fitting production shall be high-density polyethylene conforming with the minimum requirements of cell classification 424420C for 4- through 10-inch (100 to 250 mm) diameters, and 435400C for 12- through 60-inch (300 to 1500 mm) diameters, as defined and described in the latest version of ASTM D3350, except that carbon black content should not exceed 4%. The 12- through 60-inch (300 to 1500 mm) virgin pipe material shall comply with the notched constant ligament-stress (NCLS) test as specified in Sections 9.5 and 5.1 of AASHTO M294 and ASTM F2306 respectively. Installation Installation shall be in accordance with ASTM D2321 and ADS recommended installation guidelines, with the exception that minimum cover in trafficked areas for 4- through 48-inch (100 to 1200 mm) diameters shall be one foot. (0.3 m) and for 54- and 60-inch (1350 and 1500 mm) diameters, the minimum cover shall be 2 ft. (0.6 m) in single run applications. Backfill for minimum cover situations shall consist of Class 1, Class 2 (minimum 90% SPD) or Class 3 (minimum 90%) material. Maximum fill heights depend on embedment material and compaction level; please refer to Technical Note 2.01. Contact your local ADS representative or visit our website at www.ads-pipe.com for a copy of the latest installation guidelines. Pipe Dimensions Nominal Diameter, in (mm) Pipe I.D. 4 6 8 10 12 15 18 24 30 36 42 48 54* 60 in (mm) (100) (150) (200) (250) (300) (375) (450) (600) (750) (900) (1050) (1200) (1350) (1500) Pipe O.D.** 4.8 6.9 9.1 11.4 14.5 18 22 28 36 42 48 54 61 67 in (mm) (122) (175) (231) (290) (368) (457) (559) (711) (914) (1067) (1219) (1372) (1549) (1702) Perforations All diameters available with or without perforations *Check with sales representative for availability by region. **Pipe O.D. values are provided for reference purposes only, values stated for 12- through 60-inch are ± 1 inch. Contact a sales representative for exact values. © ADS, Inc., October 2009 ADS, Inc. Drainage Handbook Specifications ♦ 1-10 ________________________________________________________________________________________________ ® N-12 WT IB (per AASHTO) JOINT SYSTEM (Joint configuration & availability subject to change without notice. Product detail may differ slightly from actual product appearance.) © ADS, Inc., October 2009 n-12® wt ib pipe (per AASHtO) When ADS pioneered the watertight joint for corrugated polyethylene pipe, it set the standard in watertight performance. Today’s N-12 WT IB pipe (per AASHTO) incorporates patented technology to provide a superior watertight joint. An exterior bell wrap provides a quick visual indicator to customers and inspectors that a watertight product is being used. A patented gasket, that meets all requirements of ASTM F477, increases its sealing forces as intermittent internal or external hydrostatic pressure occurs. The flared bell and spigot significantly improve ease of installation. N-12 WT IB pipe (per AASHTO) is so advanced in its design that it is easy to put your confidence in for long-term reliability. beneFitS: ApplicAtionS: • Variety of diameters and lengths fit any Storm Sewers Culverts & Cross Drains project Retention/Detention Slope/Edge Drains • Pipe requires no extra couplers, grout or Ditch Enclosures Mining/Forestry/Industrial other sealants for installation due to Roof Drainage built-in bell and factory-installed gasket. This means fewer components to risk FeAtureS: performance • 4” – 60” (100 - 1500 mm) diameters available • Installation cost savings from lower • Nominal 20 ft. (6m) and 13 ft. (4m) lengths available shipping costs, fewer people, and less • Integral bell and factory-installed gasket heavy equipment required. • Joint meets or exceeds ASTM D3212 lab test as well as • Hydraulic efficiency from smooth interior ASTM F2487 and ASTM F1417 watertight field test • Long-term durability of HDPE • Exceptional joint strength • Excellent abrasion and corrosion resistance • Light weight • Structural strength that will support H-25 or HL-93 live loads with 1’ (0.3 m) minimum cover; 60” (1500 mm) pipe requires 2’ (0.6 m) cover for H-25 or HL-93 loads ADS Service: ADS representatives are committed to providing you with the answers to all your questions, including specifications, and installation and more. The MosT AdvAnced NaMe iN waTer MaNageMeNT soluTioNs TM ADS n-12® wt ib pipe (per AASHtO) SpeCiFiCAtiOn SCOpe This specification describes 4- through 60-inch (100 to 1500 mm) ADS N-12 WT IB pipe (per AASHTO) for use in gravity flow drainage applications. pipe reQuireMentS N-12 WT IB pipe (per AASHTO) shall have a smooth interior and annular exterior corrugations. • 4- through 10-inch (100 to 250 mm) shall meet AASHTO M252, Type S. • 12- through 60-inch (300 to 1500 mm) shall meet AASHTO M294, Type S or ASTM F2306. • Manning’s “n” value for use in design shall be 0.012. Bell Wrap jOint perFOrMAnCe Pipe shall be joined with the N-12 WT IB joint meeting the requirements of AASHTO M252, AASHTO M294, or aStM F477 GaSket ASTM F2306. Flare O.D. 4- through 60-inch (100 to 1500 mm) pipe shall be watertight according to the requirements of ASTM D3212. pipe O.D. Gaskets shall meet the requirements of ASTM F477. Gaskets shall be installed by the pipe manufacturer and pitch covered with a removable, protective wrap to ensure the gasket is free from debris. A joint lubricant available from the manufacturer shall be used on the gasket and bell during assembly. 12-through 60-inch (300-1500 mm) diameters shall have an exterior bell wrap installed by the manufacturer. FittinGS Fittings shall conform to AASHTO M252, AASHTO M294 or ASTM F2306.. Bell and spigot connections shall utilize a spun-on or welded bell and valley or saddle gasket meeting the watertight joint performance requirements of AASHTO M252, AASHTO M294 or ASTM F2306. FieLD pipe AnD jOint perFOrMAnCe To assure watertightness, field performance verification may be accomplished by testing in accordance with ASTM F2487. Appropriate safety precautions must be used when field testing any pipe material. Contact the manufacturer for recommended leakage rates. 12”-60” (300-1500 mm) MAteriAL prOpertieS Material for pipe and fitting production shall be high-density polyethylene conforming with the minimum requirements of cell classification 424420C for 4- through 10-inch (100 to 250 mm) diameters, and 435400C for 12- through 60-inch (300 to 1500 mm) diameters, as defined and described in the latest version of ASTM D3350, except that carbon black content should not exceed 4%. The 12- through 60-inch (300 to 1500mm) pipe material shall comply with the notched constant ligament-stress (NCLS) test as specified in Sections 9.5 and 5.1 of AASHTO M294 and ASTM F2306, respectfully. inStALLAtiOn Installation shall be in accordance with ASTM D2321 and ADS published installation guidelines, with the exception that minimum cover in trafficked areas for 4- through 48-inch (100 to 1200 mm) diameters shall be one foot (0.3 m) and for 54- and 60-inch (1350-1500 mm) diameters, the minimum cover shall be 2 foot (0.6 m) in single run applications. Backfill for minimum cover situations shall consist of Class 1, Class 2 (minimum 90% SPD) or Class 3 (minimum 90% SPD) material. Maximum fill heights depend on embedment material and compaction level; please refer to Technical Note 2.02. Contact your local ADS representative or visit our website at www.ads-pipe.com for a copy of the latest installation guidelines. pipe DimenSionS Nominal Pipe I.D.* in. 4 6 8 10 12 15 18 24 30 36 42 48 54* 60 (mm) (100) (150) (200) (250) (300) (375) (450) (600) (750) (900) (1050) (1200) (1350) (1500) Nominal Pipe O.D.** in. 4.8 6.9 9.1 11.4 14.5 18 22 28 36 42 48 54 61 67 (mm) (122) (175) (231) (290) (368) (457) (559) (711) (914) (1067) (1219) (1372) (1549) (1702) *Check with sales representative for availability by region. **Pipe O.D. values are provided for reference purposes only, values stated for 12- through 60-inch are ±1 inch. Contact a sales representative for exact values. ADS “Terms and Conditions of Sale” are available on the ADS website, www.ads-pipe.com The ADS logo, the Green Stripe, and N-12® are registered trademarks of Advanced Drainage Systems, Inc. © 2018 Advanced Drainage Systems, Inc. #10582 09/18 MH Advanced Drainage Systems, Inc. The MosT AdvAnced NaMe iN waTer MaNageMeNT soluTioNs TM 4640 Trueman Blvd., Hilliard, OH 43026 1-800-821-6710 www.ads-pipe.com 18204 59th Avenue NE REVIEW COMMENT FORM Arlington, WA 98223 360-403-3551 Project Name: Pilchuck Village Permit No.: PWD 2266 Review Date: 10/8/2020 Contact: Andrew McKinley Phone No.: 360-435-8625 Review Phase: 1 Report Date: 10/8/2020 Reviewing Dept.: CED Applicant: Andrew McKinley DWG Issue Date: # Rev. Dwg. or Add’l Ref. City Comment Response/Resolution Spec. Ref. Approved 1. NEH Need to include ADA ramp improvements at 71st and A note stating “EXISTING ADA RAMPS ON BOTH receiving ramp across the street. SIDES OF 71ST AVE CROSSWALK TO BE IMPROVED” has been added to Sheet C 3.0 and directed to detail 8 on sheet C 4.4. 2. NEH Need to include city street lights on 204th Street lights have been included as shown on plans. See sheet C 8.0 for light locations and call outs. 3. NEH Need to ensure the right of way give on 74th is An additional 7.5 ft of ROW will be deeded to included for the trail extension the City to allow for the trail extension. This has been shown on sheet C 1.0. The deeded will result in 1,562 SF to be deeded to the City. 4. NEH Would like to evaluate putting the bus stop in the drop The owner has coordinated with the City and it lane at the east end, near the intersection, but within has been agreed that the location of the the drop lane. proposed bus stop is satisfactory. 5. NEH Please provide utility crossing separation information The proposed water and sewer main crossings for review. are now shown on the sewer profile on sheet C 6.0. Additional utilities crossing are shown on sheet C 3.0. 6. MM Move Building A FDC south and west into same FDC for building A has been relocated to the parking island fire hydrant is shown installed in (due parking island near the fire hydrant. This is north of Clubhouse). shown on sheet C 7.0. 7. MM Move Building B hydrant and FDC into south island at FDC and hydrant for building B has been the intersection of west drive aisle and 71st Avenue relocated to the referenced island. This is NE. shown on sheet C 7.0. 8. MM Move Building C FDC and hydrant into south island at FDC and hydrant for building C has been intersection of east drive aisle and 74th Avenue NE. relocated to the referenced island. This is shown on sheet C 7.0. 9. MM Clubhouse FDC and hydrant location is good. Noted Page 1 of 4 18204 59th Avenue NE REVIEW COMMENT FORM Arlington, WA 98223 360-403-3551 Project Name: Pilchuck Village Permit No.: PWD 2266 Review Date: 10/8/2020 Contact: Andrew McKinley Phone No.: 360-435-8625 Review Phase: 1 Report Date: 10/8/2020 Reviewing Dept.: CED Applicant: Andrew McKinley DWG Issue Date: # Rev. Dwg. or Add’l Ref. City Comment Response/Resolution Spec. Ref. Approved 10. MM Fire lane(s) shall be striped per AMC and Arlington The following note has been added to the Sheet Fire Department. C 3.0 to show where the fire lanes are to be striped. “6" RED STRIPE ALONG CURB W/ 4" WHITE TEXT STENCILED INSIDE RED STRIPE TO READ: "FIRE LANE NO PARKING TOW AWAY ZONE"” 11. RM General The owner has coordinated with the City and it There are pedestrian safety and traffic flow concerns has been agreed that the location of the at the intersection due to the bus stop. In the case that proposed bus stop is satisfactory. a bus is stopped to pick up passengers and the E/W phase is green, pedestrians may be attempting to cross 74th while through traffic is traveling East. A standard 42 foot bus would be blocking pavement markings in the right lane which could imply vehicles could turn right from the through lane, in front of the bus, and suddenly encounter a pedestrian. Vehicles annoyed by being stuck behind a bus may attempt this maneuver in any case. If the vehicle stops at this point for a pedestrian they will be stopped in front of the bus which can no longer proceed through the intersection until the pedestrians cross and the vehicle in front of the bus clears. Bus pre-emption, Transit Signal Preemption (TSP), would not be recommended at this intersection nor solve the above potential conflict. Consultation with the County would also be needed for any ITS type of installation in Arlington. Recommendation: Move bus stop to midblock and in the parking area with a bulb out where the existing ADA ramp is to allow curb site pick up. Break median Page 2 of 4 18204 59th Avenue NE REVIEW COMMENT FORM Arlington, WA 98223 360-403-3551 Project Name: Pilchuck Village Permit No.: PWD 2266 Review Date: 10/8/2020 Contact: Andrew McKinley Phone No.: 360-435-8625 Review Phase: 1 Report Date: 10/8/2020 Reviewing Dept.: CED Applicant: Andrew McKinley DWG Issue Date: # Rev. Dwg. or Add’l Ref. City Comment Response/Resolution Spec. Ref. Approved for future midblock crossing. Demonstrate bus turning movements can be accommodated within parking area. 12. RM General ROW is needed on 74th to accommodate future 74th An additional 7.5 ft of ROW will be dedicated to Ave trail. Existing ROW shows ~10 feet from face of the City to allow for the trail extension. This has curb to ROW. ROW needs are 17’ from back of curb been shown on sheet C 1.0. The dedication will for multiuse trail and 5 foot planter strip. result in 1,562 SF to be deeded to the City. 13. RM C7.0 The water main design has been updated to Run water main on east side north to meters and connect to main in 74th near this location. This reflect this comment. This is shown on sheet C 7.0 maintains the loop, requires the same amount of pipe and removes the line extension for the meter/hydrant. 14. RM C7.0 Note 13 calls for 7 – 2” meters to be installed (two The west cluster of meters will be served locations). Call out the size of the line serving this bank through a 6” line and the east cluster of meters of meters. will be served through a 12” line. 15. RM C7.0 Water main extension through/under building The design has been updated to address this overhang is not preferred. To achieve hydrant spacing comment. The proposed hydrant along 204th install hydrant and tee from existing 10” on north side will be connected to the existing 10” AC line on of 204th and patch pavement. (Note: water main from north side of 204th. approx. east parking entrance all the way past 74th is 10” AC that is approx. several feel from gutter pan face. See red line drawing and verify against GIS data on City’s website.) 16. RM C7.0 Valving changes per red lines. To include valves on Gate valve added to 12” line to the west of the either side of main through plaza for the purpose of plaza by hydrant in planter. Note 3 calls out gate isolation. valve type. Shown on sheet C 7.0. Page 3 of 4 18204 59th Avenue NE REVIEW COMMENT FORM Arlington, WA 98223 360-403-3551 Project Name: Pilchuck Village Permit No.: PWD 2266 Review Date: 10/8/2020 Contact: Andrew McKinley Phone No.: 360-435-8625 Review Phase: 1 Report Date: 10/8/2020 Reviewing Dept.: CED Applicant: Andrew McKinley DWG Issue Date: # Rev. Dwg. or Add’l Ref. City Comment Response/Resolution Spec. Ref. Approved 17. RM C7.0 South extension needs to be 12” to accommodate South extension has been updated to a 12” line. future commercial looping to the south and back to Connections have also been updated and called 74th. out in the Key notes to accommodate the changes. Shown on sheet C 7.0. 18. RM C7.0 Meters and hydrant on 204th, West side, would more Meters and hydrant now connected to 12” line easily connect to existing 12” main near center of under 204th, via hot tap and 8” line. Shown on 204th (at DI/AC transition). This would eliminate the sheet C 7.0. 8” line that goes under the playground. 19. RM C7.0 Existing meters to be abandoned shall have their This has been conveyed to the owner. corporation stop shut off at the main and the service line disconnected from the main. 20. RM C7.0 Note 11 call for cut in tee but this can be a hot tap with Note 11 now calls for hot tap to 10” pipe w/ 10” a 10” valve. gate valve. Shown on Sheet C 7.0. 21. RM See attached red lined plans The red lines identified on the attached plans have been addressed and are shown on sheet C7.0. 22. C-900 deviation request HDPE N-12 Pipe has been accepted . See manufacturer specs attached with submission. HP storm pipe specs have also been included. HDPE N-12 will be used. 23. 24. 25. 26. Page 4 of 4 City of Arlington Community & Economic Development October 8, 2020 Triple Creek Investments, LLC PO Box 430 Arlington, WA 98223 RE: Pre-Construction Requirements Project Name: Pilchuck Village Project Address: XXXX 204th St NE, Arlington, WA 98223 Project No.: PWD-2266 Dear Mr. McKinley, In order for work to commence at the Pilchuck Village project site, the following items need to be submitted to the City of Arlington. 1. A performance bond will need to be on file with the City of Arlington. This bond is to insure completion of the following and shall be indicated on the security: All included infrastructure relating to water, sanitary sewer, and stormwater drainage systems, any right of way improvements along with any private and public landscaping. Performance Bond Estimated Cost of Construction is $236,630.00 x 150% = $354,945.00 2. Contractor’s License No. and 24 hour emergency contact information. 3. Contractor must obtain a Business License with the City of Arlington. 4. Contractor Proof of Insurance with the City of Arlington named as Additional Insured. 5. Project CESCL with current certificate. (1 acre or more) 6. Project Testing Company with contact information 7. Department of Ecology Construction Stormwater General Permit. (1 acre or more) 8. Material submittals for all proposed water, sewer and stormwater infrastructure shall be approved. Allow one (1) weeks’ time for review of material submittals. 18204 59th Avenue NE, #B - Arlington, WA, 98223 - 360-403-3551 – www.arlingtonwa.gov Once the items above have been received and approved, a pre-construction meeting will be scheduled. Project closeout information The performance bond shall be released when inspection and approval of all work has been completed, as-built plans, easements, dedications, and bills of sale have been approved and a two- year, 20% maintenance bond is on file with the City of Arlington. The maintenance bond consists of following and shall be indicated on the security: All included infrastructure relating to the public water, and sanitary sewer systems, right of way improvements along with any private and public landscaping. Maintenance Bond Estimated Cost of Construction $222,622.50 x 20% = $44,524.50 The City of Arlington Performance Bond form is included. Should you have any questions or require additional information, please contact me at 360.403.3436 or rjones@arlingtonwa.gov . Sincerely, Raelynn Jones Permit Technician I Community & Economic Development PRE-CONSTRUCTION MEETING AGENDA Community & Economic Development City of Arlington • 18204 59th Avenue NE • Arlington, WA 98223 • Phone (360) 403 3551 Project Name: Pilchuck Village Project No.: PWD#2266 Date: 1/5/2021 Contractor: West Edge Development II Superintendent: Andrew W. Mckinley 425-238-0048 Tom Surridge 425-397-6529 The purpose of this meeting is to provide the most common inspections and noteworthy information. This meeting is not intended to be all-encompassing. It is the responsibility of the Owner, Developer and Contractor to adhere to the approved plans, verify compliance with the City of Arlington Municipal Code, Public Works Design and Construction Standards, International Code Council (ICC), applicable local, state and federal requirements or any order, proclamation, guidance or decision of the Governor. In addition, construction sites shall adhere to current COVID-19 Jobsite Safety Requirements as per local, state and federal regulations. INSPECTIONS • INSPECTIONS (360-403-3417) MUST BE CALLED IN BEFORE 3:30 PM TO BE ON THE NEXT BUSINESS DAY INSPECTION SCHEDULE • Inspections are Monday-Friday with exception of Local, State or Federal Holidays. Building, Storm and Civil Inspections - 8 am to 4:30 pm; Water or Sewer inspections - 8:00 am to 3:30 pm • To cancel or modify an inspection - Building, Storm or Civil call 360-403-3433; Water or Sewer call 360-403-3526 • It is the responsibility of the Owner, Developer and Contractor to call and arrange for appropriate inspections. Onsite tailgate meetings are advised with each individual inspector prior to installation of their related facilities with those persons who are actually performing the work. • Failure to call for inspection may result in work being left exposed and/or removed and reconstructed • Re-inspections may be charged at $127.00 per hour, ½ hour minimum for failure to call for inspection Submittal Documents   Contractor contacts and 24 hr. emergency numbers:  Copies of other agency permits or proof that the Andrew W. Mckinley 4252380048 application is in progress Tom Surridge 4253976529  Proof of insurance listing the City of Arlington as additional  One week prior to the pre-construction meeting. insured: NPP8417930 Exp. 02/04/2021 Submittals for all materials and subcontractor  Performance Bond must be on file: #NWA2265 approvals: DISCUSS AT PRE-CON AS NECESSARY  Testing Company Name and Contact Information: Jeff CESCL Name: Rory ButlerCESCL#50786 Mercer Krazen & Associates Inc. 4254855519  Exp.: 9/27/2021 jeffmercer@krazan.com  Contractor’s License: WESTEED806CJ Exp 2/11/2022  Civil Permit Expiration Date: 7/5/2022  Contact State Historical Preservation Officer and Stillaguamish Tribe if required per Land Use Permit Sam Barr Dept. of Archaeology Historic Preservation Stillaguamish Tribe of Indians 360-586-3065 sbarr@stillaguamish.com Ph.: 360-622-7055  City of Arlington Design and Construction Standards and Specifications. (Available online)  Construction Work Hours – Monday – Saturday 7 am to 7pm. No Sundays City recognized or Federal Holidays UPCOMING HOLIDAYS – SEE FULL LIST OF 2020 FEDERAL HOLIDAYS  Binders and approved plans shall be kept onsite  As-built plans will be required – submit contractor redlined plans with as-built submittal Drafts of easements and dedications shall be submitted for review and approval with As-Builts Revised 11/2019 Inspections shall include, but are not be limited to: General Inspection Line 360-403-3417 Do not cover without inspection  ~Traffic Control and Drainage/Erosion (TESC)  • Installation Methods • Materials • Staking Requirements • Lamping and videotaping if required • Bedding • Bulk Hydrant Use – 360-403-3526 • Suitability of native backfill & compaction requirements • Call for Locates ~Curb/Gutter/Sidewalk/Driveway  • Grade compaction, preparation and approval • Workmanship • Staking requirements • Testing (if required) • Curb ramp location approval • Protection from weather and vandalism • Source/Mix Design/Truck Tickets • Grade compaction, preparation and approval ~Irrigation  • Materials • Approval prior to backfill ~Roadway  • Subgrade preparation, approval & compaction results • Source/Mix Design/Truck Tickets • Top course requirements, approval & compaction results • ATB & CL. B installation requirements & approval • Blue tops (if required) • Workmanship & protection until cured • Right of Way • CDF required in right of way per R-140 ~Landscaping  • Planting schedule and methods • Verify root barrier installation • Approve changes, additions and/or deletions • Planting methods & before planting mulch installation • Onsite inspection prior to and during planting • Staking & top mulch installation • Inspect final grade for lawn installation • Inspect miscellaneous landscape items • (Hydro- seed/sod) • Final Inspection ~Striping, Signage and Permanent Barricades  • Paint/Thermoplastics/RPM’s • Posts and installation requirements • Workmanship & protection until cured • Sign duplicates • MUTCD Required • Monumentation ~Lighting and Fencing  Sewer Inspection Line - 360-403-3508 Do not cover without inspection  • Installation methods • Suitability of native backfill & compaction requirement • Staking requirements • Materials • Bedding: • Testing 3/8inches clean washed pea gravel or imported clean • CDF required in right of way per R-140 sand Water Inspections - 360-403-3526 Do not cover without inspection  • Installation methods • Materials • FDC/Fire Department Connection (F) • Thrust blocks • Staking requirements • Testing & Purity • Bedding (if required) • Hydrant RPM’s • CDF required in right of way per R-140 • Payment of fees prior to meter set Building Inspection Line 360-403-3417  • Inspection request procedures and scheduling • Permit Expiration, conditions for extension, renewal Revised 11/2019 • Special Inspections • Revisions, changed conditions, and added work • Wall/rockeries separate building permit General Civil and Storm Drainage Requirements 1. Keep road clean. 2. Dust control required. 3. Maintain construction entrance – use railroad ballast – no spawls. 4. Silt fence as needed – contact for tailgate discussion. 5. All grouting shall be inspected inside and out. 6. Sand collars required unless otherwise specified. 7. All risers to be wet set and mudded inside and out. 8. All infiltration areas to be inspected before cover. 9. Provide protection for all infiltrating materials / amended soils, railroad ballast, drain rock 10. ECO Pans required for concrete clean up or approved wash down area with water tight containment. 11. CDF is required in right of way per R-140, up to the bottom of asphalt; no compaction required. 12. A Traffic Control Plan shall be submitted and approved prior to any work within the public Right of Way. 13. Landscaping – root barriers are required per Standard Detail R-270. General Utility Requirements: 14. Maintain survey staking. 15. All pipe in ground shall be inspected before cover. 16. Take pictures. 17. Call if you have any questions. 18. No pipe received on site without the ends covered; covers will remain in place until installation 19. Signed set of approved construction drawings will be on site. 20. General site maintenance - No garbage in the ditch; no fittings/pipe in the mud; fitting assembly in a clean area. 21. Maintain horizontal and vertical clearance with other utilities. 22. Maximum amount of open trench shall not exceed 100 feet. 23. Dropped and/or damaged pipe will be removed from the site and replaced. 24. Anticipate the possibility of high ground water in this area. De-watering pumps will need to be available and in good working condition if needed. 25. A Red Line copy of the construction drawings will be submitted to the COA at the project completion with the as-built plans. 26. Tracer Tape required for any non-detectable pipe. General Water Requirements 27. All service lines shall be 2 inches and reduced at meter. 28. No 2 inches setters will be installed without restraint rods/spacer (Spud) in place. No wood spacers. 29. Pipe handling - Anticipate low water flows for flushing, keep the pipe/fittings clean. Water tight plug shall be used. 30. Once fittings arrive on site they need to be verified that they conform to approved submittals/COA STD. 31. Reduced Pressure Backflow Assembly (RPBA) is required, preferably inside the building. The RPBA must be in line where the water enters the building. Placement of the RPBA is a minimum of 1 foot and a maximum of 5 feet from ground level. 32. Mega Lugs and Field Locks are required. 33. All valves to be in the closed position to prevent debris/water from entering pipe. 34. Heavy plastic (4 mil. min.) on all fittings prior the thrust blocking. Revised 11/2019 35. Pre-block and post-block inspections are required. An ecology block may be used with crushed rock backfill compacted to 95%, as needed. • Ecology ½ block - 2’x2’x3’ (1900 lbs.); or • Ecology full block – 2’x2’x6’ (3850 lbs.); or • Per standard detail W-160 thru W-175. 36. All Services will be flushed prior to testing or connecting to the check valve to prevent the check valve from damage. 37. What type of chlorination will you use? Disposal of the Super Chlorinated water? 38. Tie-in connections shall be less than 18 feet and swabbed with a chlorinated water solution of appropriate strength. 39. Water meter will not be set until connection fees have been paid. Contact the Permit Center for or apply online. 360-403-3551 or arlingtonwa.gov/254/Construction-Utility-Applications General Sanitary Sewer Requirements 40. Side sewer pipe and stubs shall be 6 inches. 41. Bedding shall be 3/8 inch clean washed pea gravel or imported clean sand, 6 inches below pipe and 12 inches above pipe. 42. Cleanouts shall be placed 5 feet from the building where each sewer stub exits the building. Cleanouts are required every 100 feet, must be at grade with ring, cover and internal plug, not a cap. If a clean out is not located in a solid surface, it will require a concrete pad. 43. All grouting shall be inspected inside and out. 44. All risers to be wet set and mudded inside and out . 45. Sanitary Sewer Pipe shall be cleaned and tested after backfilling by either exfiltration or low pressure air method. 46. Tracer Tape is required over side sewer pipes and stubs at 24 to 48 inches below finished grade extending the full length. 47. Monitoring manhole (MMH) is required for each commercial use within the city. If multi-tenant, each unit needs to connect separately to a MMH. Maximum of three (3) units may connect to one (1) MMH. Detail SS-130 General Building Requirements 48. Permit numbers shall be added to all required reports and emailed to the following: o Nova Heaton – nheaton@arlingtonwa.gov 360-403-3437 o Kevin Olander – kolander@arlingtonwa.gov 360-403-3433 o Brian Grieve- bgrieve@arlingtonwa.gov 360-403-3438 / 360-913-1396 (cell) o Raelynn Jones – rjones@arlingtonwa.gov 360-403-3436 o Launa Peterson – lpeterson@arlingtonwa.gov 360-403-3527 o Kristin Foster – kfoster@arlingtonwa.gov 360-403-3549 o Community & Economic Development Mainline – ced@arlingtonwa.gov 360-403-3551 ** Please include all above COA Staff when sending correspondence • Public Works Department – 360-403-3526 • Water: Gus Tararan – gtararan@arlingtonwa.gov 360-403-3542 • Sewer: Joe Wilson – jwilson@arlingtonwa.gov 425-754-7442 49. 50. Plan Revisions shall be submitted via hard copy to CED Department for review. o Two (2) copies of revised plans shall be required along with an electronic copy Revised 11/2019 Revised 11/2019 Andrew W. Mckinley 2/19/2021