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6605 204th St NE_PWD2428_2026
✔ 204th Mixed Use 31051000403500 6605 204TH ST NE Mixed Use Development 6605 204TH ST NE LLC 526 N. West Ave #147 Arlington WA 98223 360.631.5922 mallorie@fullwilerconstruction.com TerraVista NW Consulting Engineers 3204 Smokey Point Drive, Suite 207 Arlington WA 98223 360.691.9272 Permits@terravistanw.com TerraVista NW Consulting Engineers 3204 Smokey Point Drive, Suite 207 Arlington WA 98223 360.691.9272 Permits@terravistanw.com WA PE 36704 5/15/2021 Fullwiler Construction 526 N. West Ave #147 Arlington WA 98223 360.631.5922 mallorie@fullwilerconstruction.com mallorie@fullwilerconstru 08/26/2022 ction.com Eric Scott 01/29/2021 NA ✔ ✔ ✔ ✔ 120/70 ✔ na SE 10 T31N R 5E 204th ST APARTMENTS SITE LLC Consulting Engineers TerraVista NW GENERAL INFORMATION 204TH ST APARTMENTS C1.1 Plotted: Jan 28, 2021 - 8:22pm Kyle C:\Users\Kyle\appdata\local\temp\AcPublish_2008\204th_P-CIVIL.dwg Layout Name: C1.1 GEN INFO SE 10 T31N R 5E LLC Consulting Engineers TerraVista NW “ †GENERAL NOTES 204TH ST APARTMENTS C1.2 Plotted: Jan 28, 2021 - 8:22pm Kyle C:\Users\Kyle\appdata\local\temp\AcPublish_2008\204th_P-CIVIL.dwg Layout Name: C1.2-GEN NOTES SE 10 T31N R 5E LLC †Consulting Engineers TerraVista NW ††“ †GENERAL NOTES 204TH ST APARTMENTS C1.3 Plotted: Jan 28, 2021 - 8:22pm Kyle C:\Users\Kyle\appdata\local\temp\AcPublish_2008\204th_P-CIVIL.dwg Layout Name: C1.3-GEN NOTES SE 10 T31N R 5E LLC Consulting Engineers TerraVista NW ’ SWPPP NOTES 204TH ST APARTMENTS C1.4 Plotted: Jan 28, 2021 - 8:22pm Kyle C:\Users\Kyle\appdata\local\temp\AcPublish_2008\204th_P-CIVIL.dwg Layout Name: C1.4-SWPPP NOTES SE 10 T31N R 5E LLC Consulting Engineers TerraVista NW SWPPP 204TH ST APARTMENTS C2.1 0 10 20 Plotted: Jan 28, 2021 - 8:22pm Kyle C:\Users\Kyle\appdata\local\temp\AcPublish_2008\204th_P-CIVIL.dwg Layout Name: C2.1-SWPPP Scale in Feet SE 10 T31N R 5E LLC Consulting Engineers TerraVista NW PAVING PLAN 204TH ST APARTMENTS C2.2 0 10 20 Plotted: Jan 28, 2021 - 8:22pm Kyle C:\Users\Kyle\appdata\local\temp\AcPublish_2008\204th_P-CIVIL.dwg Layout Name: C2.2 PAVING PLAN Scale in Feet SE 10 T31N R 5E LLC Consulting Engineers TerraVista NW GRADING PLAN 204TH ST APARTMENTS C2.3 0 10 20 Plotted: Jan 28, 2021 - 8:22pm Kyle C:\Users\Kyle\appdata\local\temp\AcPublish_2008\204th_P-CIVIL.dwg Layout Name: C2.3-GRAD PLAN Scale in Feet SE 10 T31N R 5E LLC Consulting Engineers TerraVista NW DRAINAGE PLAN 204TH ST APARTMENTS C2.4 0 10 20 Plotted: Jan 28, 2021 - 8:22pm Kyle C:\Users\Kyle\appdata\local\temp\AcPublish_2008\204th_P-CIVIL.dwg Layout Name: C2.4-SD PLAN Scale in Feet SE 10 T31N R 5E LLC Consulting Engineers TerraVista NW UTILITY PLAN 204TH ST APARTMENTS C2.5 0 10 20 Plotted: Jan 28, 2021 - 8:22pm Kyle C:\Users\Kyle\appdata\local\temp\AcPublish_2008\204th_P-CIVIL.dwg Layout Name: C2.5-UTIL PLAN Scale in Feet SE 10 T31N R 5E LLC Consulting Engineers TerraVista NW OFF SITE IMPROVEMENTS PLAN 204TH ST APARTMENTS C2.6 0 10 20 Plotted: Jan 29, 2021 - 3:27pm Eric T:\Projects\200301 204th Mixed Use (Arlington)\Plans\204th_P-CIVIL.dwg Layout Name: C2.6 OFF SITE Scale in Feet SE 10 T31N R 5E LLC Consulting Engineers TerraVista NW SWPPP DETAILS 204TH ST APARTMENTS C3.1 Plotted: Jan 28, 2021 - 8:22pm Kyle C:\Users\Kyle\appdata\local\temp\AcPublish_2008\204th_P-CIVIL.dwg Layout Name: C3.1-SWPPP DETAILS SE 10 T31N R 5E LLC Consulting Engineers TerraVista NW PAVING DETAILS 204TH ST APARTMENTS C3.2 Plotted: Jan 28, 2021 - 8:22pm Kyle C:\Users\Kyle\appdata\local\temp\AcPublish_2008\204th_P-CIVIL.dwg Layout Name: C3.2-PAVE DETAILS SE 10 T31N R 5E LLC Consulting Engineers TerraVista NW STORM DRAINAGE DETAILS 204TH ST APARTMENTS C3.3 Plotted: Jan 28, 2021 - 8:22pm Kyle C:\Users\Kyle\appdata\local\temp\AcPublish_2008\204th_P-CIVIL.dwg Layout Name: C3.3-SD DET SE 10 T31N R 5E LLC Consulting Engineers TerraVista NW STANDARD DETAILS 204TH ST APARTMENTS C3.4 Plotted: Jan 28, 2021 - 8:22pm Kyle C:\Users\Kyle\appdata\local\temp\AcPublish_2008\204th_P-CIVIL.dwg Layout Name: C3.4-STD DET SE 10 T31N R 5E LLC Consulting Engineers TerraVista NW STANDARD DETAILS 204TH ST APARTMENTS C3.5 Plotted: Jan 28, 2021 - 8:22pm Kyle C:\Users\Kyle\appdata\local\temp\AcPublish_2008\204th_P-CIVIL.dwg Layout Name: C3.5-STD DET SE 10 T31N R 5E 0 20 40 Scale in Feet LLC Consulting Engineers TerraVista NW LANDSCAPE PLAN 204TH ST APARTMENTS L1.1 Plotted: Jan 28, 2021 - 8:23pm Kyle C:\Users\Kyle\appdata\local\temp\AcPublish_2008\204th_P-CIVIL.dwg Layout Name: L1.1-LANDSCAPE Stormwater Management Report January 29, 2021 204th St Apartments Prepared for: Jerry Fullwiler Fullwiler Construction 526 N West Ave, Suite 147 Arlington, WA 98223 (360) 631-5922 Prepared by: 1/29/2021 TerraVist a NW LLC Consulting En gineers 3204 Smokey Point Dr., www.TerraVistaNW.com Suite 207 (360)691-9272 Arlington, WA 98223 TerraVista NW,LLC Stormwater Management Report Table of Contents Stormwater Management Report.......................................................................................................................1 Project Overview............................................................................................................................................2 Site Location..............................................................................................................................................2 Code Compliance.......................................................................................................................................2 Executive Summary.......................................................................................................................................2 Existing Conditions........................................................................................................................................3 Soils................................................................................................................................................................3 Proposed Conditions......................................................................................................................................3 Pervious/Impervious Areas............................................................................................................................3 Existing Onsite Pervious / Impervious Area..............................................................................................3 Minimum Stormwater Management Requirements.......................................................................................5 Overview of Minimum Requirements........................................................................................................5 1-Preparation of Stormwater Site Plans.....................................................................................................6 2-Construction Stormwater Pollution Prevention Plan (SWPPP)..............................................................6 3-Source Control of Pollution....................................................................................................................6 4-Preservation of Natural Drainage Systems and Outfalls.........................................................................6 5-Onsite Stormwater Management.............................................................................................................7 6-Runoff Treatment....................................................................................................................................8 7-Flow Control...........................................................................................................................................9 8-Wetland Protection..................................................................................................................................9 9-Operation and Maintenance....................................................................................................................9 Appendix A – Stormwater Pollution Prevention Plan Appendix B – Soils Report Appendix C – Operation and Maintenance Appendix D –InfiltrationSystem Drainage Calculations (200301)204thSt Apartments Page1 January 29, 2021 TerraVista NW,LLC Stormwater Management Report Project Overview Site Location The project is locatedoff of204th St NE, approximately 250’ west of the intersection with 67th Ave NE at 6605 204th St NE, Arlington. Code Compliance The project will comply with: · [WSDOT] STANDARD SPECIFICATIONS for ROAD, BRIDGE and MUNICIPAL CONSTRUCTION, WSDOT, 2018 Editionwith amendments · [ADCS] Arlington Design and Construction Standards, dated July 2008 · [AMC] Arlington Municipal Code · [SWMMWW] 2012/14 Stormwater Management Manual for Western Washington Executive Summary The proposed mixed-use development will include an apartment complex with commercial space on the first floor.There will be approximately 40 parking stalls located behind the proposed structure. The site is undeveloped land, with a total onsite areaof 0.58 acres. Stormwater mitigation will utilize an infiltrationsystem. Both roof runoff and onsite pollutant generating surfaces will be combined into a commonsystem. (200301)204thSt Apartments Page2 January 29, 2021 TerraVista NW,LLC Stormwater Management Report The ground water elevation is very low, so clearance requirements between the infiltration facility and the groundwater level will be met. Existing Conditions The existing site isundeveloped neighborhood commercial property with a mixed-use overlay. Topography is essentially flat. 204th St NE is to thesouthand 65th Dr NE is to the west. Soils The test pits conducted for this study encountered avery thin (less than 0.4 feet) or nonexistent near- surface organic soil horizon, which is likely dueto previous site clearing. Beneath thisorganic soil layer, anative, medium-dense, light brown, oxidized, slightly silty, very gravelly sand was encountered to depths of 1.5 to 2.3 feet. This soil was interpreted to be weathered recessional outwash. Underlying theweathered recessional outwash, a grey, medium dense, poorly graded sand with gravel was encountered that extended to the bottom of all ofthepits. Thissoil was interpreted to be unweathered recessional outwash. Groundwater was not encountered.The Design Infiltration Rate was determined to be 10.0 in/hr for underlying unweathered recessional outwash soils at depths below 1.5 to 3.0 feet. The soils report indicates that the regional water table in the vicinity of the site is likely 20 to 30 feetbelow existing grade. The offsite improvements (mixed use trail) were separately evaluated for infiltration and determined to be 5.3 in/hr design rate. Refer to soils report in Appendix B for additional information. Proposed Conditions The proposed mixed-use development will include an apartment complex with commercial space on the first floor.There will be approximately 40 parking stalls located behind the proposed structure. The site is undeveloped land, with a total onsite areaof 0.58 acres. Stormwater mitigation will utilize an infiltrationsystem. Both roof runoff and onsite pollutant generating surfaces will be combined into a commonsystem. The ground water elevation is very low, so clearance requirements between the infiltration facility and the groundwater level will be met. The bottom elevation of the infiltration facility (approximately 110 feet)willrange between6 to 8 feet below existing grade. Pervious/Impervious Areas Refer to Figure 1 for a graphical depiction of tributary areas. For use in determining stormwater mitigation fees the following areas represent the true pervious/impervious area for the entire site. Existing Onsite Pervious / Impervious Area Total impervious surface…………………………………………..………….…0.00 ac Total pervious surface………………………………………..……………..…..0.58 ac TOTAL ONSITE AREA…………………………………..……………………0.58 ac Proposed Onsite Pervious / Impervious Area Total impervious surface…………………………………………..………….…0.54 ac Total pervious surface………………………………………..……………..…..0.04 ac (200301)204thSt Apartments Page3 January 29, 2021 TerraVista NW,LLC Stormwater Management Report TOTAL ONSITE AREA…………………………………..……………………0.58 ac (200301)204thSt Apartments Page4 January 29, 2021 TerraVista NW,LLC Stormwater Management Report Minimum Stormwater Management Requirements Overview of Minimum Requirements Minimum requirements 1-9 shall apply to the project. (200301)204thSt Apartments Page5 January 29, 2021 TerraVista NW,LLC Stormwater Management Report 1-Preparation of Stormwater SitePlans Stormwater site plans were prepared in accordance with Volume I, Chapter 3 of the SWMMWW. 2-Construction Stormwater Pollution Prevention Plan (SWPPP) A SWPPP narrative has been prepared and is included in Appendix A and on the plan set. The erosion potential for the site is very low to non-existent. The onsite soils are highly infiltratable so no runoff during construction is anticipated. 3-Source Control of Pollution The project will not pose any source of pollution for the site. The site is notconsidered a high use site, however oil/water separators are proposed for the loading bays. The SWPPP provided will address the source control of pollution during the construction phase. 4-Preservation of Natural Drainage Systems and Outfalls Existing regionaldrainageinfiltrates into the soils. Proposed drainagesystemwill alsoinfiltrate, therefore, preservation of natural drainage systems and outfall is being met. (200301)204thSt Apartments Page6 January 29, 2021 TerraVista NW,LLC Stormwater Management Report 5-Onsite Stormwater Management (200301) 204th St Apartments Page 7 January 29, 2021 TerraVista NW,LLC Stormwater Management Report Both roof runoff and onsite pollutant generating surfaces will be combined into a common infiltration system on the main site. The offsite mixed-use trail will drain to a catch basin in 204th (which will also collect some water from the road) and then to an infiltration trench under the road. Western Washington Hydrology Model (WWHM) 2012 was used to calculate the size of the required infiltration facilities. A Drainage Summary Sheet and Figure 1 are enclosed detailing the parameters of the drainage system. The following table summarizes the type and size of thefacility. The drainage system is designed to infiltrate 100% of the stormwater therefore meeting and exceeding the LID stormwater requirements including other minimum requirements. Infiltration Facility Basin Width Depth Length Treatment Red 11 ft 2.0 ft 135 ft Yes Green 2.5ft 2.0 ft 110 ft No Detailed drainage calculations fortheonsite facilityare provided in the appendices. SSC-4 of the SWMMWW requires that infiltration facilities that are utilized for treatment purposes must document that the water quality design storm volume (indicated by WWHM or MGS Flood, or runoff from a 6-month, 24-hour rain event) can infiltrate through the infiltration basin surface within 48 hours. The infiltrationfacilities are designed to infiltrate 100% of the stormwater within the 2.0’ depth of the storage layer. The water quality storm, which is less than the all storms contained within the model, will also be contained within the 2.0’ storagelayer of the infiltrationfacilities. SSC-4 is therefore met. Upstream Analysis The surrounding area has flat topography with high infiltration soils. No stormwater from offsite areas are anticipated to flow onto the project site. Downstream Analysis The proposed storm drain mitigation for the project site will infiltrate 100% of the stormwater. Therefore, no impacts to the downstream system are anticipated. In the event that onsite drainage systems are overwhelmed by excessive rainfall, the stormwater will continue to stay onsite due to the topography of the site. Stormwater will not leave the site nor back up into the buildings. The multi-use trail will overflow to an existing catch basin in 204th. BMP T5.13: Post-Construction Soil Quality and Depth BMP T5.13 is required as part of Minimum Requirement #5. The Contractor has the option of stockpiling existing topsoil material or import topsoil material to meet the requirements of BMP T5.13. 6-Runoff Treatment The site will meet the basic level of treatment, as the project does not meet the thresholds for enhanced treatment, phosphorousremoval, or oil treatment as described in Section V-3 of the SWMMWW. Pollutant generating impervious areas (PGIS) will drain to an infiltrationsystem that utilizesan 18†layer of sand for filtration, as the existing soils do not meet the site suitability requirements of SSC-6. The sand layer will be below the gravel infiltration trench. The system is similar to that used by permeable pavements for treatment, as part of BMP T5.15, whereby stormwater passes through a gravel storage layer, followed by a sand layer, and then final infiltration into the native soil. (200301)204thSt Apartments Page8 January 29, 2021 TerraVista NW,LLC Stormwater Management Report Pretreatment for the infiltration system will include the use of standard oil/water separators at each catch basin, in accordance with the City’s standard detail SD-120. 7-Flow Control This is being met with 100% infiltration of the stormwater onsite. 8-Wetland Protection No wetlands are present on the site or within the adjacent downstream area. 9-Operation and Maintenance Operation and maintenance procedures are included in AppendixC. (200301)204thSt Apartments Page9 January 29, 2021 Drainage Information Summary Project Name: 204th St Apartments Onsite Project Total Area: 0.58 acres Offsite Project Total Area: 0.075 acres Number of Lots (if applicable): 1 (Note: For conservatism, subbasins were modeled as 100% imperv.; parking subbasins were modeled as 100% pollutant generating) Drainage Basin Information (sf) 111514Onsite Offsite TOTAL Area of Impact 0.58 0.075 0.655 Existing Condition Area (ac) Pervious Area 0.58 0.030 0.610 Impervious Area 0.00 0.045 0.045 Proposed Condition Area (ac) Pervious Area 0.02 0.005 0.025 Impervious Area 0.56 0.070 0.630 Non-pollution Generating 0.34 0.025 0.365 Pullution Generating 0.22 0.045 0.265 Infiltration Facility Sizing (prorated) Thickness (ft) 2 2.0 Width (ft) 11.0 2.5 Min Length (ft) 135 110 Area (sf) 1485 275 1760 Volume (cy) 110 20 130 Pre-developed Runoff Rates Q (cfs) 2 Year 10 year 100 year Post-developed Runoff Rates Q (cfs) 2 Year 10 year 100 year Offsite Upstream Area 0 0 Type of Storage Proposed Infilt. Infilt. Approx. Storage Volume (cu-ft) NA NA Type of Treatment Sand Sand Low Impact Development Yes Yes TerraVista NW,LLC Appendix A Construction Stormwater Pollution Prevent Plan (SWPPP) SWPPP ELEMENTS 1–PRESERVE VEGETATION/MARK CLEARING LIMITS The land disturbance activities for development requires the consideration to be given to minimize the removal of existing trees, disturbance and compaction of native soils, except asneeded for building purposes. The duff layer, native soil and vegetation shall be retained in an undisturbed state to the minimum degree practicable. Best Management Practices (BMPs) to be used: · BMP C103:High Visibility Fence · BMP C233: Silt Fence 2-ESTABLISH CONSTRUCTION ACCESS The existing paved area will serve as the construction entrance. Best Management Practices (BMPs) to be used: · BMP C105: Stabilized Construction Entrance 3-CONTROL FLOW RATES Flow rates will be controlled by usingSWPPP Element #4, sediment controls. 4-INSTALL SEDIMENT CONTROLS Due to the permeability of the site soils, surface flows from the site are expected to be negligible and therefore no sediment controls are needed. If the contractor notices that dirty storm water is leaving the site, then the contractor shall place silt fencing down slope from the disturbed areas as shown on the SWPPP. Best Management Practices (BMPs) to be used: · BMP C233: Silt Fence 5-STABILIZED SOILS We do not expect any stockpiles on this project. All new exposed areas are expected to be covered with sand or building within 48 hours of exposure. If required, all exposed soil and any soil stockpile will be stabilized. The soil stockpile will be located within the disturbed area shown on the SWPPP plan. Any stockpiles will be covered in plastic if left un-worked. No soils shall remain exposed and unworked for more than 2 days between October 1 and April 30. Any land disturbed areas outside of the proposed horse arena will be permanently seeded. Best Management Practices (BMPs) to be used: · BMP C123: Plastic Covering · BMP C140: Dust Control 6-PROTECT SLOPES There are no cut or fill slopes with this project. Best Management Practices (BMPs) to be used: · Nonerequired 7-PROTECT PERMANENT DRAIN INLETS Existing and proposed storm drain inlets will be protected during construction. Best Management Practices (BMPs) to be used: · BMP C220: Storm Drain Inlet Protection 8-STABILIZE CHANNELS AND OUTLETS Thereare no existing channels and the proposed construction does not create new channels. Best Management Practices (BMPs) to be used: · None Required 9-CONTROL POLLUTANTS Any and all chemicals, liquid projects, petroleum projects, and other materials that have the potential to pose a threat to human or the environment will be covered, contained and protected from vandalism. All such products will either be locked in a trailer or locked in a leak proof container. Any on-site fueling will have secondary containment to prevent possibility of spills. Any heavy equipment/vehicles will only be on-site temporarily. Any spills will be cleaned immediately. Fertilizers and pesticides will be applied per the manufacturers label requirements for application rate and procedures. No pH modifying sources such as cement kiln dust, fly ash, concrete washing treatment, curing waters, etc. are anticipated; if however they are, we will contain and/or remove the polluted substance from the site per manufacturer’s recommendations. Best Management Practices (BMPs) to be used: · BMP C151: Concrete Handling · BMP C152:Sawcutting and Surface Pollution Prevention · BMP C154: Concrete Washout Area 10-CONTROL DEWATERING For the proposed building, dewatering is not expected to be required; thus, dewatering control will not be required for this project. Best Management Practices (BMPs) to be used: · None Required 11-MAINTAIN BEST MANAGEMENT PRACTICES BMPs will be inspected and maintained after storms and during construction. 12-MANAGE THE PROJECT This SWPPP will be implemented at all times and will be modified whenever there is a significant change to the site conditions. The Erosion control BMPs will be implemented in the following sequence: 1. Mark the clearing limits. 2. Establish staging areas for storage and handling polluted materials and BMPs. 3. Install sediment control BMPs. 4. Hand grade and install stabilization measure for disturbed areas 5. MaintainBMPs until final site stabilization, at which time they may be removed. 13-PROTECT ON-SITE STORMWATER BMPS On-site storm water BMPs, existing and proposed, will be protected at all times from siltation and compaction during construction. The approved plans have both construction sequencing and appropriate SWPPP BMPs to minimize the risk to storm water BMPs. Best Management Practices (BMPs) to be used: · None Required TerraVista NW,LLC Appendix B Geotechnical Report December 11, 2020 Project No. 20-0236 Fullwiler Construction, Inc. 526 N. West Avenue, Suite 147 Arlington, WA 98223 Attention: Mr. Jerry Fullwiler Regarding: Infiltration Feasibility for Mulitmodal Trail Improvement Proposed Mixed-Use Development 6605 204th Street NE Arlington, WA 98223 (Parcel No. 31051000403500) Dear Mr. Fullwiler: GeoTest Services, Inc. (GeoTest) previously provided engineering services for the proposed mixed-use development planned for 6605 204th Street NE. Based on discussions with the Civil Engineer, GeoTest understands that part of site development will now include a multimodal trail located off of the property. The multimodal trail will be located on the south side of 204th Street NE and will be approximately 100 and 150 feet in length. It is expected that the trail will be between 3 and 5 feet in width and will be constructed within City of Arlington right-of-ways. The trail will result in the construction of new impervious surfaces that will require the generation of a stormwater report, prepared by the Civil Engineer. This memorandum is intended to provide infiltration rates that can be used in the design of stormwater facilities adjacent to the trail. PROJECT DESCRIPTION AND SITE CONDITIONS 204th Street NE is a two lane road (one lane in each direction) with a sidewalk on the north side of the street. The south side of the street is a grass shoulder that extends to a fence line that runs along the perimeter of Arlington Cemetery. There are a number of trees that border the fence line that will be removed as part of trail construction activities. The grass shoulder is about 1 to 1.5 feet lower in elevation than 204th Street NE. At the time of this letter, it is unclear if the trail will be raised using structural fill materials, but it is generally assumed that the trail will have a curb or similar separation between the street and the limits of the trail. GeoTest Services, Inc. December 11, 2020 Multimodal Trail, Arlington, WA Project No. 20-0236 Image 1: Existing conditions south of 204th Street NE, looking east. Development is proposed on the NEC of 204th Street NE and 65th Drive NE, located on the left side of this picture. Trail construction is to occur on the south side of 204th Street NE, located on the right side of this picture. Subsurface Soil Conditions Subsurface conditions were explored on the property to be developed on January 29, 2020. GeoTest observed five exploratory test pits to depths of between 8 and 9.5 feet below ground surface (BGS). The approximate locations of these explorations have been plotted on the Site and Exploration Plan (Figure 2). GeoTest has also identified the approximate location of the multimodal trail improvements on the Figure. The proposed trail improvements are located approximately 100 feet to the south of Test Pit TP-5. All five test pits encountered similar subsurface conditions. The subsurface profile consisted of a thin topsoil horizon overlying native, medium dense, light brown, oxidized, slightly silty, very gravelly sand that was interpreted to be weathered recessional outwash. At deeper elevations, the soil transitioned to a medium dense, grey, poorly graded sand with gravel that was interpreted to be unweathered recessional outwash. 2 GeoTest Services, Inc. December 11, 2020 Multimodal Trail, Arlington, WA Project No. 20-0236 The elevation of the road alignment suggests that a prism of structural fill underlies 204th Street NE. Based on site observations, it does not appear as if significant amounts of fill materials exist within the limits of the proposed trail alignment. Further, any stormwater facility will require some excavation depth in order to allow for the construction of a trench, swale, or similar receptor to hold and/or collect stormwater. Thus, it is assumed that the bottom of any planned facility along the multimodal trail will expose native soil similar to those encountered in the proximity of Test Pit TP-5. GeoTest has included the soil exploration logs and laboratory testing results for all of our test pits at the end of this report. General Geologic Conditions Geologic information for the project site was obtained from the Geologic map of the Arlington West 7.5-minute quadrangle, Snohomish County, Washington (Minard, 1985) published by the U.S. Geological Survey. This map indicates the project site is underlain by Vashon Drift Recessional Outwash consisting of the Marysville Sand Member (Qvrm). The Marysville Sand Member consists of mostly well- drained, outwash sand with minor amounts of gravel. The Arlington Gravel Member (Qvra) of the Recessional Outwash is also mapped in the vicinity of the subject property. Deposits of the Arlington Gravel consist of mostly well-drained and stratified sand and gravel deposits. Sediment in both Members was deposited as valley fill by meltwater flowing south from the stagnating and receding Vashon glacier during the Pleistocene period. A review of our previous soil exploration logs indicate Image 2: Regional Soil Map of Arlington from USGS that the regional soil conditions consist of Recessional Geologic Map MF 1740, 1985. Qvra equates to Arlington Outwash (Arlington Gravel Member). Gravel Member. Groundwater At the time of our investigation on January 29, 2020, groundwater was not encountered in any of our explorations. A review of publicly available well data from the Washington Department Ecology Well Log Viewer suggests that groundwater has historically been encountered at depths of about 20 to 30 feet BGS in the vicinity of the project site. Thus, GeoTest does not anticipate 3 GeoTest Services, Inc. December 11, 2020 Multimodal Trail, Arlington, WA Project No. 20-0236 that groundwater would impact or influence shallow stormwater facilities for the multimodal trail. CONCLUSIONS AND RECOMMENDATIONS The subsurface soil explorations performed in February of 2020 did not have significant variations across the project site. GeoTest compared Test Pit TP-1 at the north end of the project site to Test Pit TP-5 on the south end of the site. The soil descriptions on our exploration logs and the laboratory analysis of soils obtained from the test pits indicated remarkably similar soils. GeoTest has no reason, based on our evaluations and the mapped regional deposits around Arlington, to believe that the native soils would be significantly different below the multimodal trail than those that were encountered on the property. Thus, GeoTest is presenting infiltration rates based off the soils found in Test Pit TP-5 that can be used in the design of the multimodal trail stormwater plan. Stormwater Infiltration Potential GeoTest reviewed the laboratory grain size distribution test results from our original study. Using the results of the testing, GeoTest provided an initial saturated hydraulic conductivity in accordance with the soil grain size analysis method, Section V-5.4 of the 2019 Stormwater Management Manual for Western Washington (SMMWW). A summary of these results for Test Pit TP-5 is reproduced in Table 1 below. It should be noted that TP-5 was selected because it is the test pit exploration that is closest to the proposed multimodal trail improvements and it is the most conservative value of our previous testing. GeoTest amended the correction factors from our original analysis to account for the horizontal separation between the trail and the location of TP-5. Table 1 Infiltration Results Based on Grain Size Analysis Uncorrected Ksat Corrected Ksat Test Pit ID Geologic Unit Infiltration Rate Infiltration Rate & Depth [in/hr] [in/hr] Recessional Outwash TP-5 (1.2 ft) 24.7 5.3 (Arlington Gravel) Notes: - Ksat = Initial Saturated Hydraulic Conductivity - Correction Factors Used: CFv = 0.6, CFt = 0.40, CFm =0.9 - Total Correction Factor = 0.216 The grain size approach assumes that native Recessional Outwash will be exposed within any planned facilities for the trail. At the time of this report, GeoTest does not have a Civil plan sheet showing the location of facilities or the bottom-of-facility elevations. 4 GeoTest Services, Inc. December 11, 2020 Multimodal Trail, Arlington, WA Project No. 20-0236 Design Considerations Stormwater infiltration potential is a function of the relative permeability of the site soils, and the separation between the base of the stormwater facility and the groundwater table. Based on the results presented in Table 1, it is GeoTest’s opinion that the on-site infiltration of stormwater is feasible for the proposed multimodal trail and that a corrected infiltration rate of 5.3 inches per hour may be used for the design of shallow infiltration facilities. GeoTest recommends that we be involved in the project design review process. The purpose of the review is to verify that the recommendations presented in this letter are understood and incorporated in the design and specifications. We also recommend that geotechnical construction monitoring services be provided at the time of construction. The basis of our services assumes that the soils below the multimodal trail will be similar to those encountered in our explorations. Thus, the bottom of the planned facilities must be observed by GeoTest personnel during construction to confirm that the subgrade soil conditions are as expected. Closure The analyses, conclusions, and recommendations contained in this letter are based on our previous site explorations, our geological reconnaissance of the area, and a review of previously published USGS geological information. If variations in subsurface conditions are encountered during construction that differs from those contained within this report, GeoTest should be allowed to review and/or make revisions to the recommendations presented within this letter. We appreciate the opportunity to be of service to you on this project. If any questions should arise regarding this memorandum, please contact the undersigned. Respectfully Submitted, GeoTest Services, Inc. Edwardo Garcia, P.E. Geotechnical Department Manager 5 GeoTest Services, Inc. December 11, 2020 Multimodal Trail, Arlington, WA Project No. 20-0236 Attachments: Figure 1 Site Vicinity Map Figure 2 Site and Exploration Plan Figure 3 Soil Classification System and Key Figure 4-6 Test Pit Logs Figure 7 Grain Size Analysis REFERENCES Gariepy, D., Graul, C., Heye, A., Howie, D., Labib, F., & Song, K. (n.d.), 2019 Stormwater Management Manual for Western Washington (2019 SMMWW) (pp. 1-1108) (United States, Washington State Department of Ecology). Minard, J.P., 1985. Geologic map of the Arlington West 7.5-minute quadrangle, Snohomish County, Washington [map]. 1:24,000. US Geological Survey MF-1740. 6 Map Reference: Port Townsend 1:100,000-scale topographic map PROJECT LOCATION N 1 Mile Date: 2/5/2020 By: RM Scale: As Shown Project SITE VICINITY MAP 20-0236 204THSTREET MIXED-USE Figure 6605 204TH STREET 1 ARLINGTON, WA 98223 3 4 5 6 7 TerraVista NW,LLC Appendix C Operation and Maintenance TerraVista NW,LLC Operation and Maintenance Procedures The following maintenance standards are as described in Volume V, Section 4.6.6, Table 5.3 of the SWMMWW. Table V-4.5.2(2) Maintenance Standards - Infiltration Maintenance Defect Conditions When Maintenance Results Expected When Component Is Needed Maintenance Is Performed General Trash & Debris See "Detention Ponds" (No. 1). See "Detention Ponds" (No. 1). Poisonous/Noxious See "Detention Ponds" (No. 1). See "Detention Ponds" Vegetation (No. 1). Contaminants and See "Detention Ponds" (No. 1). See "Detention Ponds" Pollution (No. 1). Rodent Holes See "Detention Ponds" (No. 1). See "Detention Ponds" (No. 1). Storage Area Sediment Water ponding in infiltration pond Sediment is removed after rainfall ceases and appropriate and/or facility is cleaned timeallowed for infiltration. so that infiltration system Treatment basins should infiltrate works according to design. Water Quality Design Storm Volume within 48 hours, and empty within 24 hours after cessation of most rain events TerraVista NW,LLC Operation and Maintenance Procedures (A percolation test pit or test of facility indicates facility is only working at 90% of its designed capabilities. Test every 2 to 5 years. If two inches or more sediment is present, remove). Filter Bags (if Filled with Sediment and debris fill bag more Filter bag is replaced or applicable) Sediment and than 1/2 full. system is redesigned. Debris Rock Filters Sediment and By visual inspection, little or no Gravel in rock filter is Debris water flows through filter during replaced. heavy rain storms. Side Slopes of Erosion See "Detention Ponds" (No. 1). See "Detention Ponds" Pond (No. 1). Emergency Tree Growth See "Detention Ponds" (No. 1). See "Detention Ponds" Overflow Spillway (No. 1). and Berms over 4 Piping See "Detention Ponds" (No. 1). See "Detention Ponds" feet in height. (No. 1). Emergency Rock Missing See "Detention Ponds" (No. 1). See "Detention Ponds" Overflow Spillway (No. 1). Erosion See "Detention Ponds" (No. 1). See "Detention Ponds" (No. 1). Pre-settling Ponds Facility or sump 6" or designed sediment trap depth Sediment is removed. and Vaults filled with Sediment of sediment. and/or debris TerraVista NW,LLC Operation and Maintenance Procedures Table V-4.5.2(5) Maintenance Standards - Catch Basins Maintenance Defect Conditions When Maintenance Is Needed Results Expected Component When Maintenance Is Performed General Trash and Debris Trash or debris which is located immediately No Trash or debris in front of the catch basin opening or is located immediately in blocking inletting capacity of the basin by front of catch basin or more than 10%. on grate opening. Trash or debris (in the basin) that exceeds 60 No trash or debris in percent of the sump depth as measured from the the bottom of basin to invert of the lowest catch basin. pipe into or out of the basin, but in no case less than a minimum of six inches clearance from the debris surface to the invert of the lowest pipe. Trash or debris in any inlet or outlet pipe Inlet and outlet pipes blocking more than 1/3 of its height. free of trash or debris. Dead animals or vegetation that could No dead animals or generate odors that could cause complaints vegetation present or dangerous gases (e.g., methane). within the catch basin. TerraVista NW,LLC Operation and Maintenance Procedures Sediment Sediment (in the basin) that exceeds 60 No sediment in the percent of the sump depth as measured from catch basin the bottom of basin to invert of the lowest pipe into or out of the basin, but in no case less than a minimum of 6 inches clearance from the sediment surface to the invert of the lowest pipe. Structure Damage Top slab has holes larger than 2 square Top slab is free of to Frame and/or inches or cracks wider than 1/4 inch holes Top Slab (Intent is to make sure no material is running and cracks into basin). Frame not sitting flush on top slab, i.e., Frame is sitting flush separation of more than 3/4 inch of the frame on the riser rings or top from the top slab. Frame not securely slab and firmly attached attached. Fractures or Cracks Maintenance person judges that structure is Basin replaced or in Basin unsound. repaired to design Walls/Bottom standards. Grout fillet has separated or cracked wider Pipe is regrouted and than 1/2 inch and longer than 1 foot at the secure at basin wall. joint of any inlet/outlet pipe or any evidence of soil particles entering catch basin through cracks. Settlement/ If failure of basin has created a safety, Basin replaced or Misalignment function, or design problem. repaired to design standards. TerraVista NW,LLC Operation and Maintenance Procedures Vegetation Vegetation growing across and blocking No vegetation blocking more opening to basin. than 10% of the basin opening. Vegetation growing in inlet/outlet pipe joints No vegetation or root that is more than six inches tall and less than growth present six inches apart. Contamination and See "Detention Ponds" (No. 1). No pollution present. Pollution Catch Basin Cover Not in Place Cover is missing or only partially in place. Catch basincover is Cover Any open catch basin requires maintenance. closed Locking Mechanism cannot be opened by one Mechanism opens with Mechanism Not maintenance person with proper tools. Bolts proper tools. Working into frame have less than 1/2 inch of thread. Cover Difficult to One maintenance person cannot remove lid Cover can be removed Remove after applying normal lifting pressure. by one maintenance (Intent is keep cover from sealing off access person. to maintenance.) Ladder Latter Rungs Ladder is unsafe due to missingrungs, not Ladder meets design Unsafe securely attached to basin wall, standards and allows misalignment, rust, cracks, or sharp edges. maintenance person safe access. Metal Grates Grate Opening Grate with opening wider than 7/8 inch. Grate opening meets (If Applicable) Unsafe design standards. Trash and Debris Trash and debris that is blocking more than Grate free of trash and 20% of grate surface inletting capacity. debris. Damaged or Grate missing or broken member(s) of the Grate is in place and Missing grate. meets design standards. TerraVista NW,LLC Operation and Maintenance Procedures Table V-4.5.2(18) Maintenance Standards - Catchbasin Inserts Maintenance Defect Conditions When Maintenance Is Results Expected When Component Needed Maintenance is Performed General Sediment When sediment forms a cap over No sediment cap on the insert Accumulation the media and its unit. insert media of the insert and/or unit. Trash and Debris Trash and debris accumulates on Trash and debris removed Accumulation insert unit creating a from insert unit. Runoff freely blockage/restriction. flows into catch basin. Media Insert Not Effluent water from media insert Effluent water from media Removing Oil has a visible sheen. insert is free of oils and has no visible sheen. Media Insert Water Catch basin insert is saturated with Remove and replace media Saturated water and no longer has the insert. capacity to absorb. Media Insert-Oil Media oil saturated due to Remove and replace media Saturated petroleum spill that drains into insert. catch basin. Media Insert Use Media has been used beyond the Remove and replace media at Beyond Normal typical average life of media insert regular intervals, depending on Product Life product. insert product. TerraVista NW,LLC Appendix D Infiltration System Drainage Calculations WWHM2012 PROJECT REPORT General Model Information Project Name: 204th Off Site Trail Infiltration Site Name: 204TH ST APARTMENTS Site Address: 6605 204TH ST NE City: ARLINGTON Report Date: 12/24/2020 Gage: Everett Data Start: 1948/10/01 Data End: 2009/09/30 Timestep: 15 Minute Precip Scale: 1.200 Version Date: 2019/09/13 Version: 4.2.17 POC Thresholds Low Flow Threshold for POC1: 50 Percent of the 2 Year High Flow Threshold for POC1: 50 Year 204th Off Site Trail Infiltration 12/24/2020 10:40:37 AM Page 2 Landuse Basin Data Predeveloped Land Use Basin 1 Bypass: No GroundWater: No Pervious Land Use acre A B, Forest, Flat 0.03 Pervious Total 0.03 Impervious Land Use acre ROADS FLAT 0.045 Impervious Total 0.045 Basin Total 0.075 Element Flows To: Surface Interflow Groundwater 204th Off Site Trail Infiltration 12/24/2020 10:40:37 AM Page 3 Mitigated Land Use Basin 1 Bypass: No GroundWater: No Pervious Land Use acre A B, Lawn, Flat 0.005 Pervious Total 0.005 Impervious Land Use acre ROADS FLAT 0.045 SIDEWALKS FLAT 0.025 Impervious Total 0.07 Basin Total 0.075 Element Flows To: Surface Interflow Groundwater Gravel Trench Bed 1 Gravel Trench Bed 1 204th Off Site Trail Infiltration 12/24/2020 10:40:37 AM Page 4 Routing Elements Predeveloped Routing 204th Off Site Trail Infiltration 12/24/2020 10:40:37 AM Page 5 Mitigated Routing Gravel Trench Bed 1 Bottom Length: 110.00 ft. Bottom Width: 2.50 ft. Trench bottom slope 1: 0.001 To 1 Trench Left side slope 0: 0.001 To 1 Trench right side slope 2: 0.001 To 1 Material thickness of first layer: 2 Pour Space of material for first layer: 0.33 Material thickness of second layer: 0 Pour Space of material for second layer: 0 Material thickness of third layer: 0 Pour Space of material for third layer: 0 Infiltration On Infiltration rate: 5.3 Infiltration safety factor: 1 Wetted surface area On Total Volume Infiltrated (ac-ft.): 13.215 Total Volume Through Riser (ac-ft.): 0 Total Volume Through Facility (ac-ft.): 13.215 Percent Infiltrated: 100 Total Precip Applied to Facility: 0 Total Evap From Facility: 0 Discharge Structure Riser Height: 2 ft. Riser Diameter: 12 in. Element Flows To: Outlet 1 Outlet 2 Gravel Trench Bed Hydraulic Table Stage(feet) Area(ac.) Volume(ac-ft.) Discharge(cfs) Infilt(cfs) 0.0000 0.006 0.000 0.000 0.000 0.0222 0.006 0.000 0.000 0.033 0.0444 0.006 0.000 0.000 0.033 0.0667 0.006 0.000 0.000 0.033 0.0889 0.006 0.000 0.000 0.033 0.1111 0.006 0.000 0.000 0.033 0.1333 0.006 0.000 0.000 0.033 0.1556 0.006 0.000 0.000 0.033 0.1778 0.006 0.000 0.000 0.033 0.2000 0.006 0.000 0.000 0.033 0.2222 0.006 0.000 0.000 0.033 0.2444 0.006 0.000 0.000 0.033 0.2667 0.006 0.000 0.000 0.033 0.2889 0.006 0.000 0.000 0.033 0.3111 0.006 0.000 0.000 0.033 0.3333 0.006 0.000 0.000 0.033 0.3556 0.006 0.000 0.000 0.033 0.3778 0.006 0.000 0.000 0.033 0.4000 0.006 0.000 0.000 0.033 0.4222 0.006 0.000 0.000 0.033 0.4444 0.006 0.000 0.000 0.033 0.4667 0.006 0.001 0.000 0.033 0.4889 0.006 0.001 0.000 0.033 204th Off Site Trail Infiltration 12/24/2020 10:40:37 AM Page 6 0.5111 0.006 0.001 0.000 0.033 0.5333 0.006 0.001 0.000 0.033 0.5556 0.006 0.001 0.000 0.033 0.5778 0.006 0.001 0.000 0.033 0.6000 0.006 0.001 0.000 0.033 0.6222 0.006 0.001 0.000 0.033 0.6444 0.006 0.001 0.000 0.033 0.6667 0.006 0.001 0.000 0.033 0.6889 0.006 0.001 0.000 0.033 0.7111 0.006 0.001 0.000 0.033 0.7333 0.006 0.001 0.000 0.033 0.7556 0.006 0.001 0.000 0.033 0.7778 0.006 0.001 0.000 0.033 0.8000 0.006 0.001 0.000 0.033 0.8222 0.006 0.001 0.000 0.033 0.8444 0.006 0.001 0.000 0.033 0.8667 0.006 0.001 0.000 0.033 0.8889 0.006 0.001 0.000 0.033 0.9111 0.006 0.001 0.000 0.033 0.9333 0.006 0.001 0.000 0.033 0.9556 0.006 0.002 0.000 0.033 0.9778 0.006 0.002 0.000 0.033 1.0000 0.006 0.002 0.000 0.033 1.0222 0.006 0.002 0.000 0.033 1.0444 0.006 0.002 0.000 0.033 1.0667 0.006 0.002 0.000 0.033 1.0889 0.006 0.002 0.000 0.033 1.1111 0.006 0.002 0.000 0.033 1.1333 0.006 0.002 0.000 0.033 1.1556 0.006 0.002 0.000 0.033 1.1778 0.006 0.002 0.000 0.033 1.2000 0.006 0.002 0.000 0.033 1.2222 0.006 0.002 0.000 0.033 1.2444 0.006 0.002 0.000 0.033 1.2667 0.006 0.002 0.000 0.033 1.2889 0.006 0.002 0.000 0.033 1.3111 0.006 0.002 0.000 0.033 1.3333 0.006 0.002 0.000 0.033 1.3556 0.006 0.002 0.000 0.033 1.3778 0.006 0.002 0.000 0.033 1.4000 0.006 0.002 0.000 0.033 1.4222 0.006 0.003 0.000 0.033 1.4444 0.006 0.003 0.000 0.033 1.4667 0.006 0.003 0.000 0.033 1.4889 0.006 0.003 0.000 0.033 1.5111 0.006 0.003 0.000 0.033 1.5333 0.006 0.003 0.000 0.033 1.5556 0.006 0.003 0.000 0.033 1.5778 0.006 0.003 0.000 0.033 1.6000 0.006 0.003 0.000 0.033 1.6222 0.006 0.003 0.000 0.033 1.6444 0.006 0.003 0.000 0.033 1.6667 0.006 0.003 0.000 0.033 1.6889 0.006 0.003 0.000 0.033 1.7111 0.006 0.003 0.000 0.033 1.7333 0.006 0.003 0.000 0.033 1.7556 0.006 0.003 0.000 0.033 1.7778 0.006 0.003 0.000 0.033 204th Off Site Trail Infiltration 12/24/2020 10:40:38 AM Page 7 1.8000 0.006 0.003 0.000 0.033 1.8222 0.006 0.003 0.000 0.033 1.8444 0.006 0.003 0.000 0.033 1.8667 0.006 0.003 0.000 0.033 1.8889 0.006 0.003 0.000 0.033 1.9111 0.006 0.004 0.000 0.033 1.9333 0.006 0.004 0.000 0.033 1.9556 0.006 0.004 0.000 0.033 1.9778 0.006 0.004 0.000 0.033 2.0000 0.006 0.004 0.000 0.033 204th Off Site Trail Infiltration 12/24/2020 10:40:38 AM Page 8 Analysis Results POC 1 + Predeveloped x Mitigated Predeveloped Landuse Totals for POC #1 Total Pervious Area: 0.03 Total Impervious Area: 0.045 Mitigated Landuse Totals for POC #1 Total Pervious Area: 0.005 Total Impervious Area: 0.07 Flow Frequency Method: Log Pearson Type III 17B Flow Frequency Return Periods for Predeveloped. POC #1 Return Period Flow(cfs) 2 year 0.023956 5 year 0.032306 10 year 0.038397 25 year 0.046757 50 year 0.053483 100 year 0.060652 Flow Frequency Return Periods for Mitigated. POC #1 Return Period Flow(cfs) 2 year 0 5 year 0 10 year 0 25 year 0 50 year 0 100 year 0 Annual Peaks Annual Peaks for Predeveloped and Mitigated. POC #1 Year Predeveloped Mitigated 1949 0.026 0.000 1950 0.028 0.000 1951 0.030 0.000 1952 0.023 0.000 1953 0.029 0.000 1954 0.036 0.000 1955 0.029 0.000 1956 0.013 0.000 1957 0.021 0.000 1958 0.054 0.000 204th Off Site Trail Infiltration 12/24/2020 10:40:38 AM Page 9 1959 0.022 0.000 1960 0.022 0.000 1961 0.069 0.000 1962 0.027 0.000 1963 0.030 0.000 1964 0.016 0.000 1965 0.021 0.000 1966 0.021 0.000 1967 0.047 0.000 1968 0.025 0.000 1969 0.048 0.000 1970 0.019 0.000 1971 0.026 0.000 1972 0.033 0.000 1973 0.027 0.000 1974 0.034 0.000 1975 0.026 0.000 1976 0.018 0.000 1977 0.019 0.000 1978 0.014 0.000 1979 0.030 0.000 1980 0.021 0.000 1981 0.019 0.000 1982 0.019 0.000 1983 0.025 0.000 1984 0.023 0.000 1985 0.033 0.000 1986 0.031 0.000 1987 0.028 0.000 1988 0.023 0.000 1989 0.023 0.000 1990 0.018 0.000 1991 0.023 0.000 1992 0.022 0.000 1993 0.017 0.000 1994 0.020 0.000 1995 0.017 0.000 1996 0.027 0.000 1997 0.026 0.000 1998 0.031 0.000 1999 0.014 0.000 2000 0.050 0.000 2001 0.017 0.000 2002 0.016 0.000 2003 0.022 0.000 2004 0.042 0.000 2005 0.019 0.000 2006 0.025 0.000 2007 0.024 0.000 2008 0.019 0.000 2009 0.020 0.000 Ranked Annual Peaks Ranked Annual Peaks for Predeveloped and Mitigated. POC #1 Rank Predeveloped Mitigated 1 0.0688 0.0000 2 0.0539 0.0000 3 0.0497 0.0000 204th Off Site Trail Infiltration 12/24/2020 10:41:12 AM Page 10 4 0.0478 0.0000 5 0.0466 0.0000 6 0.0420 0.0000 7 0.0363 0.0000 8 0.0336 0.0000 9 0.0335 0.0000 10 0.0329 0.0000 11 0.0308 0.0000 12 0.0306 0.0000 13 0.0302 0.0000 14 0.0297 0.0000 15 0.0296 0.0000 16 0.0294 0.0000 17 0.0290 0.0000 18 0.0277 0.0000 19 0.0275 0.0000 20 0.0275 0.0000 21 0.0275 0.0000 22 0.0274 0.0000 23 0.0264 0.0000 24 0.0264 0.0000 25 0.0260 0.0000 26 0.0256 0.0000 27 0.0253 0.0000 28 0.0246 0.0000 29 0.0245 0.0000 30 0.0237 0.0000 31 0.0234 0.0000 32 0.0230 0.0000 33 0.0228 0.0000 34 0.0226 0.0000 35 0.0226 0.0000 36 0.0223 0.0000 37 0.0222 0.0000 38 0.0218 0.0000 39 0.0218 0.0000 40 0.0209 0.0000 41 0.0209 0.0000 42 0.0209 0.0000 43 0.0208 0.0000 44 0.0202 0.0000 45 0.0195 0.0000 46 0.0195 0.0000 47 0.0194 0.0000 48 0.0194 0.0000 49 0.0190 0.0000 50 0.0189 0.0000 51 0.0188 0.0000 52 0.0185 0.0000 53 0.0181 0.0000 54 0.0173 0.0000 55 0.0171 0.0000 56 0.0167 0.0000 57 0.0165 0.0000 58 0.0163 0.0000 59 0.0140 0.0000 60 0.0136 0.0000 61 0.0127 0.0000 204th Off Site Trail Infiltration 12/24/2020 10:41:12 AM Page 11 204th Off Site Trail Infiltration 12/24/2020 10:41:12 AM Page 12 Duration Flows The Facility PASSED Flow(cfs) Predev Mit Percentage Pass/Fail 0.0120 1097 0 0 Pass 0.0124 965 0 0 Pass 0.0128 853 0 0 Pass 0.0132 759 0 0 Pass 0.0137 678 0 0 Pass 0.0141 589 0 0 Pass 0.0145 537 0 0 Pass 0.0149 478 0 0 Pass 0.0153 427 0 0 Pass 0.0158 383 0 0 Pass 0.0162 337 0 0 Pass 0.0166 308 0 0 Pass 0.0170 286 0 0 Pass 0.0174 265 0 0 Pass 0.0178 247 0 0 Pass 0.0183 229 0 0 Pass 0.0187 206 0 0 Pass 0.0191 190 0 0 Pass 0.0195 169 0 0 Pass 0.0199 164 0 0 Pass 0.0204 148 0 0 Pass 0.0208 135 0 0 Pass 0.0212 124 0 0 Pass 0.0216 116 0 0 Pass 0.0220 110 0 0 Pass 0.0225 99 0 0 Pass 0.0229 89 0 0 Pass 0.0233 84 0 0 Pass 0.0237 79 0 0 Pass 0.0241 76 0 0 Pass 0.0246 71 0 0 Pass 0.0250 67 0 0 Pass 0.0254 61 0 0 Pass 0.0258 58 0 0 Pass 0.0262 54 0 0 Pass 0.0267 49 0 0 Pass 0.0271 48 0 0 Pass 0.0275 44 0 0 Pass 0.0279 41 0 0 Pass 0.0283 39 0 0 Pass 0.0287 37 0 0 Pass 0.0292 33 0 0 Pass 0.0296 30 0 0 Pass 0.0300 28 0 0 Pass 0.0304 26 0 0 Pass 0.0308 22 0 0 Pass 0.0313 22 0 0 Pass 0.0317 19 0 0 Pass 0.0321 18 0 0 Pass 0.0325 16 0 0 Pass 0.0329 14 0 0 Pass 0.0334 14 0 0 Pass 0.0338 11 0 0 Pass 204th Off Site Trail Infiltration 12/24/2020 10:41:12 AM Page 13 0.0342 11 0 0 Pass 0.0346 11 0 0 Pass 0.0350 11 0 0 Pass 0.0355 11 0 0 Pass 0.0359 11 0 0 Pass 0.0363 11 0 0 Pass 0.0367 10 0 0 Pass 0.0371 10 0 0 Pass 0.0376 9 0 0 Pass 0.0380 9 0 0 Pass 0.0384 9 0 0 Pass 0.0388 9 0 0 Pass 0.0392 8 0 0 Pass 0.0396 8 0 0 Pass 0.0401 8 0 0 Pass 0.0405 8 0 0 Pass 0.0409 8 0 0 Pass 0.0413 8 0 0 Pass 0.0417 8 0 0 Pass 0.0422 7 0 0 Pass 0.0426 7 0 0 Pass 0.0430 6 0 0 Pass 0.0434 6 0 0 Pass 0.0438 6 0 0 Pass 0.0443 6 0 0 Pass 0.0447 6 0 0 Pass 0.0451 6 0 0 Pass 0.0455 6 0 0 Pass 0.0459 6 0 0 Pass 0.0464 6 0 0 Pass 0.0468 5 0 0 Pass 0.0472 5 0 0 Pass 0.0476 5 0 0 Pass 0.0480 4 0 0 Pass 0.0485 4 0 0 Pass 0.0489 4 0 0 Pass 0.0493 4 0 0 Pass 0.0497 3 0 0 Pass 0.0501 3 0 0 Pass 0.0505 3 0 0 Pass 0.0510 3 0 0 Pass 0.0514 3 0 0 Pass 0.0518 3 0 0 Pass 0.0522 3 0 0 Pass 0.0526 3 0 0 Pass 0.0531 3 0 0 Pass 0.0535 3 0 0 Pass 204th Off Site Trail Infiltration 12/24/2020 10:41:12 AM Page 14 Water Quality Water Quality BMP Flow and Volume for POC #1 On-line facility volume: 0 acre-feet On-line facility target flow: 0 cfs. Adjusted for 15 min: 0 cfs. Off-line facility target flow: 0 cfs. Adjusted for 15 min: 0 cfs. 204th Off Site Trail Infiltration 12/24/2020 10:41:12 AM Page 15 LID Report 204th Off Site Trail Infiltration 12/24/2020 10:41:12 AM Page 16 Model Default Modifications Total of 0 changes have been made. PERLND Changes No PERLND changes have been made. IMPLND Changes No IMPLND changes have been made. 204th Off Site Trail Infiltration 12/24/2020 10:41:32 AM Page 17 Appendix Predeveloped Schematic 204th Off Site Trail Infiltration 12/24/2020 10:41:32 AM Page 18 Mitigated Schematic 204th Off Site Trail Infiltration 12/24/2020 10:41:34 AM Page 19 Predeveloped UCI File RUN GLOBAL WWHM4 model simulation START 1948 10 01 END 2009 09 30 RUN INTERP OUTPUT LEVEL 3 0 RESUME 0 RUN 1 UNIT SYSTEM 1 END GLOBAL FILES <File> <Un#> <-----------File Name------------------------------>*** <-ID-> *** WDM 26 204th Off Site Trail Infiltration.wdm MESSU 25 Pre204th Off Site Trail Infiltration.MES 27 Pre204th Off Site Trail Infiltration.L61 28 Pre204th Off Site Trail Infiltration.L62 30 POC204th Off Site Trail Infiltration1.dat END FILES OPN SEQUENCE INGRP INDELT 00:15 PERLND 1 IMPLND 1 COPY 501 DISPLY 1 END INGRP END OPN SEQUENCE DISPLY DISPLY-INFO1 # - #<----------Title----------->***TRAN PIVL DIG1 FIL1 PYR DIG2 FIL2 YRND 1 Basin 1 MAX 1 2 30 9 END DISPLY-INFO1 END DISPLY COPY TIMESERIES # - # NPT NMN *** 1 1 1 501 1 1 END TIMESERIES END COPY GENER OPCODE # # OPCD *** END OPCODE PARM # # K *** END PARM END GENER PERLND GEN-INFO <PLS ><-------Name------->NBLKS Unit-systems Printer *** # - # User t-series Engl Metr *** in out *** 1 A/B, Forest, Flat 1 1 1 1 27 0 END GEN-INFO *** Section PWATER*** ACTIVITY <PLS > ************* Active Sections ***************************** # - # ATMP SNOW PWAT SED PST PWG PQAL MSTL PEST NITR PHOS TRAC *** 1 0 0 1 0 0 0 0 0 0 0 0 0 END ACTIVITY PRINT-INFO <PLS > ***************** Print-flags ***************************** PIVL PYR # - # ATMP SNOW PWAT SED PST PWG PQAL MSTL PEST NITR PHOS TRAC ********* 1 0 0 4 0 0 0 0 0 0 0 0 0 1 9 END PRINT-INFO 204th Off Site Trail Infiltration 12/24/2020 10:41:36 AM Page 20 PWAT-PARM1 <PLS > PWATER variable monthly parameter value flags *** # - # CSNO RTOP UZFG VCS VUZ VNN VIFW VIRC VLE INFC HWT *** 1 0 0 0 0 0 0 0 0 0 0 0 END PWAT-PARM1 PWAT-PARM2 <PLS > PWATER input info: Part 2 *** # - # ***FOREST LZSN INFILT LSUR SLSUR KVARY AGWRC 1 0 5 2 400 0.05 0.3 0.996 END PWAT-PARM2 PWAT-PARM3 <PLS > PWATER input info: Part 3 *** # - # ***PETMAX PETMIN INFEXP INFILD DEEPFR BASETP AGWETP 1 0 0 2 2 0 0 0 END PWAT-PARM3 PWAT-PARM4 <PLS > PWATER input info: Part 4 *** # - # CEPSC UZSN NSUR INTFW IRC LZETP *** 1 0.2 0.5 0.35 0 0.7 0.7 END PWAT-PARM4 PWAT-STATE1 <PLS > *** Initial conditions at start of simulation ran from 1990 to end of 1992 (pat 1-11-95) RUN 21 *** # - # *** CEPS SURS UZS IFWS LZS AGWS GWVS 1 0 0 0 0 3 1 0 END PWAT-STATE1 END PERLND IMPLND GEN-INFO <PLS ><-------Name-------> Unit-systems Printer *** # - # User t-series Engl Metr *** in out *** 1 ROADS/FLAT 1 1 1 27 0 END GEN-INFO *** Section IWATER*** ACTIVITY <PLS > ************* Active Sections ***************************** # - # ATMP SNOW IWAT SLD IWG IQAL *** 1 0 0 1 0 0 0 END ACTIVITY PRINT-INFO <ILS > ******** Print-flags ******** PIVL PYR # - # ATMP SNOW IWAT SLD IWG IQAL ********* 1 0 0 4 0 0 0 1 9 END PRINT-INFO IWAT-PARM1 <PLS > IWATER variable monthly parameter value flags *** # - # CSNO RTOP VRS VNN RTLI *** 1 0 0 0 0 0 END IWAT-PARM1 IWAT-PARM2 <PLS > IWATER input info: Part 2 *** # - # *** LSUR SLSUR NSUR RETSC 1 400 0.01 0.1 0.1 END IWAT-PARM2 IWAT-PARM3 <PLS > IWATER input info: Part 3 *** # - # ***PETMAX PETMIN 1 0 0 204th Off Site Trail Infiltration 12/24/2020 10:41:36 AM Page 21 END IWAT-PARM3 IWAT-STATE1 <PLS > *** Initial conditions at start of simulation # - # *** RETS SURS 1 0 0 END IWAT-STATE1 END IMPLND SCHEMATIC <-Source-> <--Area--> <-Target-> MBLK *** <Name> # <-factor-> <Name> # Tbl# *** Basin 1*** PERLND 1 0.03 COPY 501 12 PERLND 1 0.03 COPY 501 13 IMPLND 1 0.045 COPY 501 15 ******Routing****** END SCHEMATIC NETWORK <-Volume-> <-Grp> <-Member-><--Mult-->Tran <-Target vols> <-Grp> <-Member-> *** <Name> # <Name> # #<-factor->strg <Name> # # <Name> # # *** COPY 501 OUTPUT MEAN 1 1 48.4 DISPLY 1 INPUT TIMSER 1 <-Volume-> <-Grp> <-Member-><--Mult-->Tran <-Target vols> <-Grp> <-Member-> *** <Name> # <Name> # #<-factor->strg <Name> # # <Name> # # *** END NETWORK RCHRES GEN-INFO RCHRES Name Nexits Unit Systems Printer *** # - #<------------------><---> User T-series Engl Metr LKFG *** in out *** END GEN-INFO *** Section RCHRES*** ACTIVITY <PLS > ************* Active Sections ***************************** # - # HYFG ADFG CNFG HTFG SDFG GQFG OXFG NUFG PKFG PHFG *** END ACTIVITY PRINT-INFO <PLS > ***************** Print-flags ******************* PIVL PYR # - # HYDR ADCA CONS HEAT SED GQL OXRX NUTR PLNK PHCB PIVL PYR ********* END PRINT-INFO HYDR-PARM1 RCHRES Flags for each HYDR Section *** # - # VC A1 A2 A3 ODFVFG for each *** ODGTFG for each FUNCT for each FG FG FG FG possible exit *** possible exit possible exit * * * * * * * * * * * * * * *** END HYDR-PARM1 HYDR-PARM2 # - # FTABNO LEN DELTH STCOR KS DB50 *** <------><--------><--------><--------><--------><--------><--------> *** END HYDR-PARM2 HYDR-INIT RCHRES Initial conditions for each HYDR section *** # - # *** VOL Initial value of COLIND Initial value of OUTDGT *** ac-ft for each possible exit for each possible exit <------><--------> <---><---><---><---><---> *** <---><---><---><---><---> END HYDR-INIT END RCHRES SPEC-ACTIONS 204th Off Site Trail Infiltration 12/24/2020 10:41:36 AM Page 22 END SPEC-ACTIONS FTABLES END FTABLES EXT SOURCES <-Volume-> <Member> SsysSgap<--Mult-->Tran <-Target vols> <-Grp> <-Member-> *** <Name> # <Name> # tem strg<-factor->strg <Name> # # <Name> # # *** WDM 2 PREC ENGL 1.2 PERLND 1 999 EXTNL PREC WDM 2 PREC ENGL 1.2 IMPLND 1 999 EXTNL PREC WDM 1 EVAP ENGL 0.76 PERLND 1 999 EXTNL PETINP WDM 1 EVAP ENGL 0.76 IMPLND 1 999 EXTNL PETINP END EXT SOURCES EXT TARGETS <-Volume-> <-Grp> <-Member-><--Mult-->Tran <-Volume-> <Member> Tsys Tgap Amd *** <Name> # <Name> # #<-factor->strg <Name> # <Name> tem strg strg*** COPY 501 OUTPUT MEAN 1 1 48.4 WDM 501 FLOW ENGL REPL END EXT TARGETS MASS-LINK <Volume> <-Grp> <-Member-><--Mult--> <Target> <-Grp> <-Member->*** <Name> <Name> # #<-factor-> <Name> <Name> # #*** MASS-LINK 12 PERLND PWATER SURO 0.083333 COPY INPUT MEAN END MASS-LINK 12 MASS-LINK 13 PERLND PWATER IFWO 0.083333 COPY INPUT MEAN END MASS-LINK 13 MASS-LINK 15 IMPLND IWATER SURO 0.083333 COPY INPUT MEAN END MASS-LINK 15 END MASS-LINK END RUN 204th Off Site Trail Infiltration 12/24/2020 10:41:36 AM Page 23 Mitigated UCI File RUN GLOBAL WWHM4 model simulation START 1948 10 01 END 2009 09 30 RUN INTERP OUTPUT LEVEL 3 0 RESUME 0 RUN 1 UNIT SYSTEM 1 END GLOBAL FILES <File> <Un#> <-----------File Name------------------------------>*** <-ID-> *** WDM 26 204th Off Site Trail Infiltration.wdm MESSU 25 Mit204th Off Site Trail Infiltration.MES 27 Mit204th Off Site Trail Infiltration.L61 28 Mit204th Off Site Trail Infiltration.L62 30 POC204th Off Site Trail Infiltration1.dat END FILES OPN SEQUENCE INGRP INDELT 00:15 PERLND 7 IMPLND 1 IMPLND 8 RCHRES 1 COPY 1 COPY 501 DISPLY 1 END INGRP END OPN SEQUENCE DISPLY DISPLY-INFO1 # - #<----------Title----------->***TRAN PIVL DIG1 FIL1 PYR DIG2 FIL2 YRND 1 Gravel Trench Bed 1 MAX 1 2 30 9 END DISPLY-INFO1 END DISPLY COPY TIMESERIES # - # NPT NMN *** 1 1 1 501 1 1 END TIMESERIES END COPY GENER OPCODE # # OPCD *** END OPCODE PARM # # K *** END PARM END GENER PERLND GEN-INFO <PLS ><-------Name------->NBLKS Unit-systems Printer *** # - # User t-series Engl Metr *** in out *** 7 A/B, Lawn, Flat 1 1 1 1 27 0 END GEN-INFO *** Section PWATER*** ACTIVITY <PLS > ************* Active Sections ***************************** # - # ATMP SNOW PWAT SED PST PWG PQAL MSTL PEST NITR PHOS TRAC *** 7 0 0 1 0 0 0 0 0 0 0 0 0 END ACTIVITY PRINT-INFO <PLS > ***************** Print-flags ***************************** PIVL PYR 204th Off Site Trail Infiltration 12/24/2020 10:41:36 AM Page 24 # - # ATMP SNOW PWAT SED PST PWG PQAL MSTL PEST NITR PHOS TRAC ********* 7 0 0 4 0 0 0 0 0 0 0 0 0 1 9 END PRINT-INFO PWAT-PARM1 <PLS > PWATER variable monthly parameter value flags *** # - # CSNO RTOP UZFG VCS VUZ VNN VIFW VIRC VLE INFC HWT *** 7 0 0 0 0 0 0 0 0 0 0 0 END PWAT-PARM1 PWAT-PARM2 <PLS > PWATER input info: Part 2 *** # - # ***FOREST LZSN INFILT LSUR SLSUR KVARY AGWRC 7 0 5 0.8 400 0.05 0.3 0.996 END PWAT-PARM2 PWAT-PARM3 <PLS > PWATER input info: Part 3 *** # - # ***PETMAX PETMIN INFEXP INFILD DEEPFR BASETP AGWETP 7 0 0 2 2 0 0 0 END PWAT-PARM3 PWAT-PARM4 <PLS > PWATER input info: Part 4 *** # - # CEPSC UZSN NSUR INTFW IRC LZETP *** 7 0.1 0.5 0.25 0 0.7 0.25 END PWAT-PARM4 PWAT-STATE1 <PLS > *** Initial conditions at start of simulation ran from 1990 to end of 1992 (pat 1-11-95) RUN 21 *** # - # *** CEPS SURS UZS IFWS LZS AGWS GWVS 7 0 0 0 0 3 1 0 END PWAT-STATE1 END PERLND IMPLND GEN-INFO <PLS ><-------Name-------> Unit-systems Printer *** # - # User t-series Engl Metr *** in out *** 1 ROADS/FLAT 1 1 1 27 0 8 SIDEWALKS/FLAT 1 1 1 27 0 END GEN-INFO *** Section IWATER*** ACTIVITY <PLS > ************* Active Sections ***************************** # - # ATMP SNOW IWAT SLD IWG IQAL *** 1 0 0 1 0 0 0 8 0 0 1 0 0 0 END ACTIVITY PRINT-INFO <ILS > ******** Print-flags ******** PIVL PYR # - # ATMP SNOW IWAT SLD IWG IQAL ********* 1 0 0 4 0 0 0 1 9 8 0 0 4 0 0 0 1 9 END PRINT-INFO IWAT-PARM1 <PLS > IWATER variable monthly parameter value flags *** # - # CSNO RTOP VRS VNN RTLI *** 1 0 0 0 0 0 8 0 0 0 0 0 END IWAT-PARM1 IWAT-PARM2 <PLS > IWATER input info: Part 2 *** # - # *** LSUR SLSUR NSUR RETSC 204th Off Site Trail Infiltration 12/24/2020 10:41:36 AM Page 25 1 400 0.01 0.1 0.1 8 400 0.01 0.1 0.1 END IWAT-PARM2 IWAT-PARM3 <PLS > IWATER input info: Part 3 *** # - # ***PETMAX PETMIN 1 0 0 8 0 0 END IWAT-PARM3 IWAT-STATE1 <PLS > *** Initial conditions at start of simulation # - # *** RETS SURS 1 0 0 8 0 0 END IWAT-STATE1 END IMPLND SCHEMATIC <-Source-> <--Area--> <-Target-> MBLK *** <Name> # <-factor-> <Name> # Tbl# *** Basin 1*** PERLND 7 0.005 RCHRES 1 2 PERLND 7 0.005 RCHRES 1 3 IMPLND 1 0.045 RCHRES 1 5 IMPLND 8 0.025 RCHRES 1 5 ******Routing****** PERLND 7 0.005 COPY 1 12 IMPLND 1 0.045 COPY 1 15 IMPLND 8 0.025 COPY 1 15 PERLND 7 0.005 COPY 1 13 RCHRES 1 1 COPY 501 17 END SCHEMATIC NETWORK <-Volume-> <-Grp> <-Member-><--Mult-->Tran <-Target vols> <-Grp> <-Member-> *** <Name> # <Name> # #<-factor->strg <Name> # # <Name> # # *** COPY 501 OUTPUT MEAN 1 1 48.4 DISPLY 1 INPUT TIMSER 1 <-Volume-> <-Grp> <-Member-><--Mult-->Tran <-Target vols> <-Grp> <-Member-> *** <Name> # <Name> # #<-factor->strg <Name> # # <Name> # # *** END NETWORK RCHRES GEN-INFO RCHRES Name Nexits Unit Systems Printer *** # - #<------------------><---> User T-series Engl Metr LKFG *** in out *** 1 Gravel Trench Be-005 2 1 1 1 28 0 1 END GEN-INFO *** Section RCHRES*** ACTIVITY <PLS > ************* Active Sections ***************************** # - # HYFG ADFG CNFG HTFG SDFG GQFG OXFG NUFG PKFG PHFG *** 1 1 0 0 0 0 0 0 0 0 0 END ACTIVITY PRINT-INFO <PLS > ***************** Print-flags ******************* PIVL PYR # - # HYDR ADCA CONS HEAT SED GQL OXRX NUTR PLNK PHCB PIVL PYR ********* 1 4 0 0 0 0 0 0 0 0 0 1 9 END PRINT-INFO HYDR-PARM1 204th Off Site Trail Infiltration 12/24/2020 10:41:36 AM Page 26 RCHRES Flags for each HYDR Section *** # - # VC A1 A2 A3 ODFVFG for each *** ODGTFG for each FUNCT for each FG FG FG FG possible exit *** possible exit possible exit * * * * * * * * * * * * * * *** 1 0 1 0 0 4 5 0 0 0 0 0 0 0 0 2 2 2 2 2 END HYDR-PARM1 HYDR-PARM2 # - # FTABNO LEN DELTH STCOR KS DB50 *** <------><--------><--------><--------><--------><--------><--------> *** 1 1 0.02 0.0 0.0 0.5 0.0 END HYDR-PARM2 HYDR-INIT RCHRES Initial conditions for each HYDR section *** # - # *** VOL Initial value of COLIND Initial value of OUTDGT *** ac-ft for each possible exit for each possible exit <------><--------> <---><---><---><---><---> *** <---><---><---><---><---> 1 0 4.0 5.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 END HYDR-INIT END RCHRES SPEC-ACTIONS END SPEC-ACTIONS FTABLES FTABLE 1 92 5 Depth Area Volume Outflow1 Outflow2 Velocity Travel Time*** (ft) (acres) (acre-ft) (cfs) (cfs) (ft/sec) (Minutes)*** 0.000000 0.006313 0.000000 0.000000 0.000000 0.022222 0.006313 0.000046 0.000000 0.033739 0.044444 0.006313 0.000093 0.000000 0.033740 0.066667 0.006313 0.000139 0.000000 0.033740 0.088889 0.006314 0.000185 0.000000 0.033741 0.111111 0.006314 0.000231 0.000000 0.033741 0.133333 0.006314 0.000278 0.000000 0.033742 0.155556 0.006314 0.000324 0.000000 0.033743 0.177778 0.006314 0.000370 0.000000 0.033743 0.200000 0.006314 0.000417 0.000000 0.033744 0.222222 0.006314 0.000463 0.000000 0.033745 0.244444 0.006314 0.000509 0.000000 0.033745 0.266667 0.006315 0.000556 0.000000 0.033746 0.288889 0.006315 0.000602 0.000000 0.033746 0.311111 0.006315 0.000648 0.000000 0.033747 0.333333 0.006315 0.000695 0.000000 0.033748 0.355556 0.006315 0.000741 0.000000 0.033748 0.377778 0.006315 0.000787 0.000000 0.033749 0.400000 0.006315 0.000833 0.000000 0.033749 0.422222 0.006315 0.000880 0.000000 0.033750 0.444444 0.006315 0.000926 0.000000 0.033751 0.466667 0.006316 0.000972 0.000000 0.033751 0.488889 0.006316 0.001019 0.000000 0.033752 0.511111 0.006316 0.001065 0.000000 0.033753 0.533333 0.006316 0.001111 0.000000 0.033753 0.555556 0.006316 0.001158 0.000000 0.033754 0.577778 0.006316 0.001204 0.000000 0.033754 0.600000 0.006316 0.001250 0.000000 0.033755 0.622222 0.006316 0.001297 0.000000 0.033756 0.644444 0.006316 0.001343 0.000000 0.033756 0.666667 0.006317 0.001389 0.000000 0.033757 0.688889 0.006317 0.001436 0.000000 0.033757 0.711111 0.006317 0.001482 0.000000 0.033758 0.733333 0.006317 0.001528 0.000000 0.033759 0.755556 0.006317 0.001575 0.000000 0.033759 0.777778 0.006317 0.001621 0.000000 0.033760 0.800000 0.006317 0.001667 0.000000 0.033761 0.822222 0.006317 0.001714 0.000000 0.033761 0.844444 0.006317 0.001760 0.000000 0.033762 0.866667 0.006318 0.001806 0.000000 0.033762 0.888889 0.006318 0.001853 0.000000 0.033763 0.911111 0.006318 0.001899 0.000000 0.033764 204th Off Site Trail Infiltration 12/24/2020 10:41:36 AM Page 27 0.933333 0.006318 0.001945 0.000000 0.033764 0.955556 0.006318 0.001992 0.000000 0.033765 0.977778 0.006318 0.002038 0.000000 0.033765 1.000000 0.006318 0.002084 0.000000 0.033766 1.022222 0.006318 0.002131 0.000000 0.033767 1.044444 0.006319 0.002177 0.000000 0.033767 1.066667 0.006319 0.002223 0.000000 0.033768 1.088889 0.006319 0.002270 0.000000 0.033768 1.111111 0.006319 0.002316 0.000000 0.033769 1.133333 0.006319 0.002362 0.000000 0.033770 1.155556 0.006319 0.002409 0.000000 0.033770 1.177778 0.006319 0.002455 0.000000 0.033771 1.200000 0.006319 0.002501 0.000000 0.033772 1.222222 0.006319 0.002548 0.000000 0.033772 1.244444 0.006320 0.002594 0.000000 0.033773 1.266667 0.006320 0.002640 0.000000 0.033773 1.288889 0.006320 0.002687 0.000000 0.033774 1.311111 0.006320 0.002733 0.000000 0.033775 1.333333 0.006320 0.002779 0.000000 0.033775 1.355556 0.006320 0.002826 0.000000 0.033776 1.377778 0.006320 0.002872 0.000000 0.033776 1.400000 0.006320 0.002918 0.000000 0.033777 1.422222 0.006320 0.002965 0.000000 0.033778 1.444444 0.006321 0.003011 0.000000 0.033778 1.466667 0.006321 0.003057 0.000000 0.033779 1.488889 0.006321 0.003104 0.000000 0.033780 1.511111 0.006321 0.003150 0.000000 0.033780 1.533333 0.006321 0.003196 0.000000 0.033781 1.555556 0.006321 0.003243 0.000000 0.033781 1.577778 0.006321 0.003289 0.000000 0.033782 1.600000 0.006321 0.003336 0.000000 0.033783 1.622222 0.006322 0.003382 0.000000 0.033783 1.644444 0.006322 0.003428 0.000000 0.033784 1.666667 0.006322 0.003475 0.000000 0.033784 1.688889 0.006322 0.003521 0.000000 0.033785 1.711111 0.006322 0.003567 0.000000 0.033786 1.733333 0.006322 0.003614 0.000000 0.033786 1.755556 0.006322 0.003660 0.000000 0.033787 1.777778 0.006322 0.003706 0.000000 0.033788 1.800000 0.006322 0.003753 0.000000 0.033788 1.822222 0.006323 0.003799 0.000000 0.033789 1.844444 0.006323 0.003845 0.000000 0.033789 1.866667 0.006323 0.003892 0.000000 0.033790 1.888889 0.006323 0.003938 0.000000 0.033791 1.911111 0.006323 0.003985 0.000000 0.033791 1.933333 0.006323 0.004031 0.000000 0.033792 1.955556 0.006323 0.004077 0.000000 0.033792 1.977778 0.006323 0.004124 0.000000 0.033793 2.000000 0.006323 0.004170 0.000000 0.033794 2.022222 0.006324 0.004311 0.035147 0.033794 END FTABLE 1 END FTABLES EXT SOURCES <-Volume-> <Member> SsysSgap<--Mult-->Tran <-Target vols> <-Grp> <-Member-> *** <Name> # <Name> # tem strg<-factor->strg <Name> # # <Name> # # *** WDM 2 PREC ENGL 1.2 PERLND 1 999 EXTNL PREC WDM 2 PREC ENGL 1.2 IMPLND 1 999 EXTNL PREC WDM 1 EVAP ENGL 0.76 PERLND 1 999 EXTNL PETINP WDM 1 EVAP ENGL 0.76 IMPLND 1 999 EXTNL PETINP END EXT SOURCES EXT TARGETS <-Volume-> <-Grp> <-Member-><--Mult-->Tran <-Volume-> <Member> Tsys Tgap Amd *** <Name> # <Name> # #<-factor->strg <Name> # <Name> tem strg strg*** RCHRES 1 HYDR RO 1 1 1 WDM 1000 FLOW ENGL REPL RCHRES 1 HYDR O 1 1 1 WDM 1001 FLOW ENGL REPL RCHRES 1 HYDR O 2 1 1 WDM 1002 FLOW ENGL REPL RCHRES 1 HYDR STAGE 1 1 1 WDM 1003 STAG ENGL REPL 204th Off Site Trail Infiltration 12/24/2020 10:41:36 AM Page 28 COPY 1 OUTPUT MEAN 1 1 48.4 WDM 701 FLOW ENGL REPL COPY 501 OUTPUT MEAN 1 1 48.4 WDM 801 FLOW ENGL REPL END EXT TARGETS MASS-LINK <Volume> <-Grp> <-Member-><--Mult--> <Target> <-Grp> <-Member->*** <Name> <Name> # #<-factor-> <Name> <Name> # #*** MASS-LINK 2 PERLND PWATER SURO 0.083333 RCHRES INFLOW IVOL END MASS-LINK 2 MASS-LINK 3 PERLND PWATER IFWO 0.083333 RCHRES INFLOW IVOL END MASS-LINK 3 MASS-LINK 5 IMPLND IWATER SURO 0.083333 RCHRES INFLOW IVOL END MASS-LINK 5 MASS-LINK 12 PERLND PWATER SURO 0.083333 COPY INPUT MEAN END MASS-LINK 12 MASS-LINK 13 PERLND PWATER IFWO 0.083333 COPY INPUT MEAN END MASS-LINK 13 MASS-LINK 15 IMPLND IWATER SURO 0.083333 COPY INPUT MEAN END MASS-LINK 15 MASS-LINK 17 RCHRES OFLOW OVOL 1 COPY INPUT MEAN END MASS-LINK 17 END MASS-LINK END RUN 204th Off Site Trail Infiltration 12/24/2020 10:41:36 AM Page 29 Predeveloped HSPF Message File 204th Off Site Trail Infiltration 12/24/2020 10:41:36 AM Page 30 Mitigated HSPF Message File 204th Off Site Trail Infiltration 12/24/2020 10:41:36 AM Page 31 Disclaimer Legal Notice This program and accompanying documentation are provided 'as-is' without warranty of any kind. The entire risk regarding the performance and results of this program is assumed by End User. Clear Creek Solutions Inc. and the governmental licensee or sublicensees disclaim all warranties, either expressed or implied, including but not limited to implied warranties of program and accompanying documentation. In no event shall Clear Creek Solutions Inc. be liable for any damages whatsoever (including without limitation to damages for loss of business profits, loss of business information, business interruption, and the like) arising out of the use of, or inability to use this program even if Clear Creek Solutions Inc. or their authorized representatives have been advised of the possibility of such damages. Software Copyright © by : Clear Creek Solutions, Inc. 2005-2020; All Rights Reserved. Clear Creek Solutions, Inc. 6200 Capitol Blvd. Ste F Olympia, WA. 98501 Toll Free 1(866)943-0304 Local (360)943-0304 www.clearcreeksolutions.com 204th Off Site Trail Infiltration 12/24/2020 10:41:36 AM Page 32 WWHM2012 PROJECT REPORT General Model Information Project Name: 20-05-06_WWHM2012_204TH MIXED USE INFIL Site Name: 204TH ST APARTMENTS Site Address: 6605 204TH ST NE City: ARLINGTON Report Date: 8/10/2020 Gage: Everett Data Start: 1948/10/01 Data End: 2009/09/30 Timestep: 15 Minute Precip Scale: 1.200 Version Date: 2019/09/13 Version: 4.2.17 POC Thresholds Low Flow Threshold for POC1: 50 Percent of the 2 Year High Flow Threshold for POC1: 50 Year 20-05-06_WWHM2012_204TH MIXED USE INFIL 8/10/2020 9:03:51 AM Page 2 Landuse Basin Data Predeveloped Land Use Basin 1 Bypass: No GroundWater: No Pervious Land Use acre A B, Forest, Flat 0.58 Pervious Total 0.58 Impervious Land Use acre Impervious Total 0 Basin Total 0.58 Element Flows To: Surface Interflow Groundwater 20-05-06_WWHM2012_204TH MIXED USE INFIL 8/10/2020 9:03:51 AM Page 3 Mitigated Land Use Basin 1 Bypass: No GroundWater: No Pervious Land Use acre A B, Lawn, Flat 0.02 Pervious Total 0.02 Impervious Land Use acre ROOF TOPS FLAT 0.31 DRIVEWAYS FLAT 0.22 SIDEWALKS FLAT 0.03 Impervious Total 0.56 Basin Total 0.58 Element Flows To: Surface Interflow Groundwater Gravel Trench Bed 1 Gravel Trench Bed 1 20-05-06_WWHM2012_204TH MIXED USE INFIL 8/10/2020 9:03:51 AM Page 4 Routing Elements Predeveloped Routing 20-05-06_WWHM2012_204TH MIXED USE INFIL 8/10/2020 9:03:51 AM Page 5 Mitigated Routing Gravel Trench Bed 1 Bottom Length: 135.00 ft. Bottom Width: 11.00 ft. Trench bottom slope 1: 0.001 To 1 Trench Left side slope 0: 0.001 To 1 Trench right side slope 2: 0.001 To 1 Material thickness of first layer: 2 Pour Space of material for first layer: 0.33 Material thickness of second layer: 0 Pour Space of material for second layer: 0 Material thickness of third layer: 0 Pour Space of material for third layer: 0 Infiltration On Infiltration rate: 10 Infiltration safety factor: 1 Wetted surface area On Total Volume Infiltrated (ac-ft.): 107.706 Total Volume Through Riser (ac-ft.): 0 Total Volume Through Facility (ac-ft.): 107.707 Percent Infiltrated: 100 Total Precip Applied to Facility: 0 Total Evap From Facility: 0 Discharge Structure Riser Height: 2 ft. Riser Diameter: 12 in. Element Flows To: Outlet 1 Outlet 2 Gravel Trench Bed Hydraulic Table Stage(feet) Area(ac.) Volume(ac-ft.) Discharge(cfs) Infilt(cfs) 0.0000 0.034 0.000 0.000 0.000 0.0222 0.034 0.000 0.000 0.343 0.0444 0.034 0.000 0.000 0.343 0.0667 0.034 0.000 0.000 0.343 0.0889 0.034 0.001 0.000 0.343 0.1111 0.034 0.001 0.000 0.343 0.1333 0.034 0.001 0.000 0.343 0.1556 0.034 0.001 0.000 0.343 0.1778 0.034 0.002 0.000 0.343 0.2000 0.034 0.002 0.000 0.343 0.2222 0.034 0.002 0.000 0.343 0.2444 0.034 0.002 0.000 0.343 0.2667 0.034 0.003 0.000 0.343 0.2889 0.034 0.003 0.000 0.343 0.3111 0.034 0.003 0.000 0.343 0.3333 0.034 0.003 0.000 0.343 0.3556 0.034 0.004 0.000 0.343 0.3778 0.034 0.004 0.000 0.343 0.4000 0.034 0.004 0.000 0.343 0.4222 0.034 0.004 0.000 0.343 0.4444 0.034 0.005 0.000 0.343 0.4667 0.034 0.005 0.000 0.343 0.4889 0.034 0.005 0.000 0.343 20-05-06_WWHM2012_204TH MIXED USE INFIL 8/10/2020 9:03:51 AM Page 6 0.5111 0.034 0.005 0.000 0.343 0.5333 0.034 0.006 0.000 0.343 0.5556 0.034 0.006 0.000 0.343 0.5778 0.034 0.006 0.000 0.343 0.6000 0.034 0.006 0.000 0.343 0.6222 0.034 0.007 0.000 0.343 0.6444 0.034 0.007 0.000 0.343 0.6667 0.034 0.007 0.000 0.343 0.6889 0.034 0.007 0.000 0.343 0.7111 0.034 0.008 0.000 0.343 0.7333 0.034 0.008 0.000 0.343 0.7556 0.034 0.008 0.000 0.343 0.7778 0.034 0.008 0.000 0.343 0.8000 0.034 0.009 0.000 0.343 0.8222 0.034 0.009 0.000 0.343 0.8444 0.034 0.009 0.000 0.343 0.8667 0.034 0.009 0.000 0.343 0.8889 0.034 0.010 0.000 0.343 0.9111 0.034 0.010 0.000 0.343 0.9333 0.034 0.010 0.000 0.343 0.9556 0.034 0.010 0.000 0.343 0.9778 0.034 0.011 0.000 0.343 1.0000 0.034 0.011 0.000 0.343 1.0222 0.034 0.011 0.000 0.343 1.0444 0.034 0.011 0.000 0.343 1.0667 0.034 0.012 0.000 0.343 1.0889 0.034 0.012 0.000 0.343 1.1111 0.034 0.012 0.000 0.343 1.1333 0.034 0.012 0.000 0.343 1.1556 0.034 0.013 0.000 0.343 1.1778 0.034 0.013 0.000 0.343 1.2000 0.034 0.013 0.000 0.343 1.2222 0.034 0.013 0.000 0.343 1.2444 0.034 0.014 0.000 0.343 1.2667 0.034 0.014 0.000 0.343 1.2889 0.034 0.014 0.000 0.343 1.3111 0.034 0.014 0.000 0.343 1.3333 0.034 0.015 0.000 0.343 1.3556 0.034 0.015 0.000 0.343 1.3778 0.034 0.015 0.000 0.343 1.4000 0.034 0.015 0.000 0.343 1.4222 0.034 0.016 0.000 0.343 1.4444 0.034 0.016 0.000 0.343 1.4667 0.034 0.016 0.000 0.343 1.4889 0.034 0.016 0.000 0.343 1.5111 0.034 0.017 0.000 0.343 1.5333 0.034 0.017 0.000 0.343 1.5556 0.034 0.017 0.000 0.343 1.5778 0.034 0.017 0.000 0.343 1.6000 0.034 0.018 0.000 0.343 1.6222 0.034 0.018 0.000 0.343 1.6444 0.034 0.018 0.000 0.343 1.6667 0.034 0.018 0.000 0.343 1.6889 0.034 0.019 0.000 0.343 1.7111 0.034 0.019 0.000 0.343 1.7333 0.034 0.019 0.000 0.343 1.7556 0.034 0.019 0.000 0.343 1.7778 0.034 0.020 0.000 0.343 20-05-06_WWHM2012_204TH MIXED USE INFIL 8/10/2020 9:03:52 AM Page 7 1.8000 0.034 0.020 0.000 0.343 1.8222 0.034 0.020 0.000 0.343 1.8444 0.034 0.020 0.000 0.343 1.8667 0.034 0.021 0.000 0.343 1.8889 0.034 0.021 0.000 0.343 1.9111 0.034 0.021 0.000 0.343 1.9333 0.034 0.021 0.000 0.343 1.9556 0.034 0.022 0.000 0.343 1.9778 0.034 0.022 0.000 0.343 2.0000 0.034 0.022 0.000 0.343 20-05-06_WWHM2012_204TH MIXED USE INFIL 8/10/2020 9:03:52 AM Page 8 Analysis Results POC 1 + Predeveloped x Mitigated Predeveloped Landuse Totals for POC #1 Total Pervious Area: 0.58 Total Impervious Area: 0 Mitigated Landuse Totals for POC #1 Total Pervious Area: 0.02 Total Impervious Area: 0.56 Flow Frequency Method: Log Pearson Type III 17B Flow Frequency Return Periods for Predeveloped. POC #1 Return Period Flow(cfs) 2 year 0.000666 5 year 0.001444 10 year 0.002316 25 year 0.004045 50 year 0.005977 100 year 0.008671 Flow Frequency Return Periods for Mitigated. POC #1 Return Period Flow(cfs) 2 year 0 5 year 0 10 year 0 25 year 0 50 year 0 100 year 0 Annual Peaks Annual Peaks for Predeveloped and Mitigated. POC #1 Year Predeveloped Mitigated 1949 0.000 0.000 1950 0.001 0.000 1951 0.001 0.000 1952 0.000 0.000 1953 0.000 0.000 1954 0.003 0.000 1955 0.002 0.000 1956 0.000 0.000 1957 0.000 0.000 1958 0.000 0.000 20-05-06_WWHM2012_204TH MIXED USE INFIL 8/10/2020 9:03:52 AM Page 9 1959 0.001 0.000 1960 0.001 0.000 1961 0.002 0.009 1962 0.000 0.000 1963 0.000 0.000 1964 0.002 0.000 1965 0.000 0.000 1966 0.000 0.000 1967 0.001 0.000 1968 0.000 0.000 1969 0.000 0.000 1970 0.000 0.000 1971 0.002 0.000 1972 0.000 0.000 1973 0.000 0.000 1974 0.001 0.000 1975 0.000 0.000 1976 0.001 0.000 1977 0.000 0.000 1978 0.000 0.000 1979 0.001 0.000 1980 0.000 0.000 1981 0.000 0.000 1982 0.001 0.000 1983 0.000 0.000 1984 0.000 0.000 1985 0.001 0.000 1986 0.004 0.000 1987 0.003 0.000 1988 0.000 0.000 1989 0.000 0.000 1990 0.000 0.000 1991 0.000 0.000 1992 0.000 0.000 1993 0.000 0.000 1994 0.000 0.000 1995 0.001 0.000 1996 0.005 0.000 1997 0.014 0.000 1998 0.000 0.000 1999 0.000 0.000 2000 0.001 0.000 2001 0.000 0.000 2002 0.000 0.000 2003 0.000 0.000 2004 0.000 0.000 2005 0.000 0.000 2006 0.015 0.000 2007 0.000 0.000 2008 0.001 0.000 2009 0.000 0.000 Ranked Annual Peaks Ranked Annual Peaks for Predeveloped and Mitigated. POC #1 Rank Predeveloped Mitigated 1 0.0154 0.0091 2 0.0144 0.0000 3 0.0052 0.0000 20-05-06_WWHM2012_204TH MIXED USE INFIL 8/10/2020 9:04:18 AM Page 10 4 0.0041 0.0000 5 0.0032 0.0000 6 0.0027 0.0000 7 0.0024 0.0000 8 0.0023 0.0000 9 0.0022 0.0000 10 0.0015 0.0000 11 0.0014 0.0000 12 0.0012 0.0000 13 0.0011 0.0000 14 0.0010 0.0000 15 0.0010 0.0000 16 0.0009 0.0000 17 0.0009 0.0000 18 0.0009 0.0000 19 0.0008 0.0000 20 0.0008 0.0000 21 0.0007 0.0000 22 0.0007 0.0000 23 0.0005 0.0000 24 0.0005 0.0000 25 0.0005 0.0000 26 0.0005 0.0000 27 0.0005 0.0000 28 0.0005 0.0000 29 0.0005 0.0000 30 0.0005 0.0000 31 0.0005 0.0000 32 0.0005 0.0000 33 0.0005 0.0000 34 0.0005 0.0000 35 0.0005 0.0000 36 0.0005 0.0000 37 0.0005 0.0000 38 0.0005 0.0000 39 0.0005 0.0000 40 0.0005 0.0000 41 0.0005 0.0000 42 0.0005 0.0000 43 0.0005 0.0000 44 0.0005 0.0000 45 0.0005 0.0000 46 0.0005 0.0000 47 0.0005 0.0000 48 0.0005 0.0000 49 0.0005 0.0000 50 0.0005 0.0000 51 0.0005 0.0000 52 0.0005 0.0000 53 0.0005 0.0000 54 0.0005 0.0000 55 0.0005 0.0000 56 0.0005 0.0000 57 0.0004 0.0000 58 0.0004 0.0000 59 0.0004 0.0000 60 0.0004 0.0000 61 0.0003 0.0000 20-05-06_WWHM2012_204TH MIXED USE INFIL 8/10/2020 9:04:18 AM Page 11 20-05-06_WWHM2012_204TH MIXED USE INFIL 8/10/2020 9:04:18 AM Page 12 Duration Flows The Facility PASSED Flow(cfs) Predev Mit Percentage Pass/Fail 0.0003 2353 2 0 Pass 0.0004 1321 2 0 Pass 0.0004 431 2 0 Pass 0.0005 112 2 1 Pass 0.0006 102 2 1 Pass 0.0006 89 2 2 Pass 0.0007 77 2 2 Pass 0.0007 66 2 3 Pass 0.0008 61 2 3 Pass 0.0008 58 2 3 Pass 0.0009 54 2 3 Pass 0.0010 50 2 4 Pass 0.0010 49 2 4 Pass 0.0011 47 2 4 Pass 0.0011 43 2 4 Pass 0.0012 40 2 5 Pass 0.0012 36 2 5 Pass 0.0013 36 2 5 Pass 0.0014 32 2 6 Pass 0.0014 31 2 6 Pass 0.0015 31 2 6 Pass 0.0015 29 2 6 Pass 0.0016 29 2 6 Pass 0.0016 27 2 7 Pass 0.0017 26 2 7 Pass 0.0018 26 2 7 Pass 0.0018 26 2 7 Pass 0.0019 25 2 8 Pass 0.0019 23 2 8 Pass 0.0020 23 2 8 Pass 0.0020 23 2 8 Pass 0.0021 23 2 8 Pass 0.0022 23 2 8 Pass 0.0022 21 2 9 Pass 0.0023 19 2 10 Pass 0.0023 18 2 11 Pass 0.0024 17 2 11 Pass 0.0024 16 2 12 Pass 0.0025 16 2 12 Pass 0.0026 15 2 13 Pass 0.0026 15 2 13 Pass 0.0027 14 2 14 Pass 0.0027 13 2 15 Pass 0.0028 13 2 15 Pass 0.0028 13 2 15 Pass 0.0029 13 2 15 Pass 0.0030 13 2 15 Pass 0.0030 13 2 15 Pass 0.0031 13 2 15 Pass 0.0031 13 2 15 Pass 0.0032 13 2 15 Pass 0.0032 11 2 18 Pass 0.0033 11 2 18 Pass 20-05-06_WWHM2012_204TH MIXED USE INFIL 8/10/2020 9:04:18 AM Page 13 0.0034 11 2 18 Pass 0.0034 11 2 18 Pass 0.0035 11 2 18 Pass 0.0035 11 2 18 Pass 0.0036 11 2 18 Pass 0.0036 11 2 18 Pass 0.0037 11 2 18 Pass 0.0038 11 2 18 Pass 0.0038 11 2 18 Pass 0.0039 11 2 18 Pass 0.0039 11 2 18 Pass 0.0040 10 2 20 Pass 0.0040 10 2 20 Pass 0.0041 9 2 22 Pass 0.0042 9 2 22 Pass 0.0042 8 2 25 Pass 0.0043 8 2 25 Pass 0.0043 8 2 25 Pass 0.0044 8 2 25 Pass 0.0044 8 2 25 Pass 0.0045 8 2 25 Pass 0.0046 8 2 25 Pass 0.0046 8 2 25 Pass 0.0047 8 2 25 Pass 0.0047 8 2 25 Pass 0.0048 8 2 25 Pass 0.0048 8 2 25 Pass 0.0049 8 2 25 Pass 0.0050 8 2 25 Pass 0.0050 8 2 25 Pass 0.0051 7 2 28 Pass 0.0051 7 2 28 Pass 0.0052 7 2 28 Pass 0.0052 7 2 28 Pass 0.0053 6 2 33 Pass 0.0053 6 2 33 Pass 0.0054 6 2 33 Pass 0.0055 6 2 33 Pass 0.0055 6 2 33 Pass 0.0056 6 2 33 Pass 0.0056 6 2 33 Pass 0.0057 6 2 33 Pass 0.0057 6 2 33 Pass 0.0058 6 2 33 Pass 0.0059 6 2 33 Pass 0.0059 5 2 40 Pass 0.0060 5 2 40 Pass 20-05-06_WWHM2012_204TH MIXED USE INFIL 8/10/2020 9:04:18 AM Page 14 Water Quality Water Quality BMP Flow and Volume for POC #1 On-line facility volume: 0 acre-feet On-line facility target flow: 0 cfs. Adjusted for 15 min: 0 cfs. Off-line facility target flow: 0 cfs. Adjusted for 15 min: 0 cfs. 20-05-06_WWHM2012_204TH MIXED USE INFIL 8/10/2020 9:04:18 AM Page 15 LID Report 20-05-06_WWHM2012_204TH MIXED USE INFIL 8/10/2020 9:04:18 AM Page 16 Model Default Modifications Total of 0 changes have been made. PERLND Changes No PERLND changes have been made. IMPLND Changes No IMPLND changes have been made. 20-05-06_WWHM2012_204TH MIXED USE INFIL 8/10/2020 9:04:33 AM Page 17 Appendix Predeveloped Schematic 20-05-06_WWHM2012_204TH MIXED USE INFIL 8/10/2020 9:04:33 AM Page 18 Mitigated Schematic 20-05-06_WWHM2012_204TH MIXED USE INFIL 8/10/2020 9:04:35 AM Page 19 Predeveloped UCI File RUN GLOBAL WWHM4 model simulation START 1948 10 01 END 2009 09 30 RUN INTERP OUTPUT LEVEL 3 0 RESUME 0 RUN 1 UNIT SYSTEM 1 END GLOBAL FILES <File> <Un#> <-----------File Name------------------------------>*** <-ID-> *** WDM 26 20-05-06_WWHM2012_204TH MIXED USE INFIL.wdm MESSU 25 Pre20-05-06_WWHM2012_204TH MIXED USE INFIL.MES 27 Pre20-05-06_WWHM2012_204TH MIXED USE INFIL.L61 28 Pre20-05-06_WWHM2012_204TH MIXED USE INFIL.L62 30 POC20-05-06_WWHM2012_204TH MIXED USE INFIL1.dat END FILES OPN SEQUENCE INGRP INDELT 00:15 PERLND 1 COPY 501 DISPLY 1 END INGRP END OPN SEQUENCE DISPLY DISPLY-INFO1 # - #<----------Title----------->***TRAN PIVL DIG1 FIL1 PYR DIG2 FIL2 YRND 1 Basin 1 MAX 1 2 30 9 END DISPLY-INFO1 END DISPLY COPY TIMESERIES # - # NPT NMN *** 1 1 1 501 1 1 END TIMESERIES END COPY GENER OPCODE # # OPCD *** END OPCODE PARM # # K *** END PARM END GENER PERLND GEN-INFO <PLS ><-------Name------->NBLKS Unit-systems Printer *** # - # User t-series Engl Metr *** in out *** 1 A/B, Forest, Flat 1 1 1 1 27 0 END GEN-INFO *** Section PWATER*** ACTIVITY <PLS > ************* Active Sections ***************************** # - # ATMP SNOW PWAT SED PST PWG PQAL MSTL PEST NITR PHOS TRAC *** 1 0 0 1 0 0 0 0 0 0 0 0 0 END ACTIVITY PRINT-INFO <PLS > ***************** Print-flags ***************************** PIVL PYR # - # ATMP SNOW PWAT SED PST PWG PQAL MSTL PEST NITR PHOS TRAC ********* 1 0 0 4 0 0 0 0 0 0 0 0 0 1 9 END PRINT-INFO 20-05-06_WWHM2012_204TH MIXED USE INFIL 8/10/2020 9:04:37 AM Page 20 PWAT-PARM1 <PLS > PWATER variable monthly parameter value flags *** # - # CSNO RTOP UZFG VCS VUZ VNN VIFW VIRC VLE INFC HWT *** 1 0 0 0 0 0 0 0 0 0 0 0 END PWAT-PARM1 PWAT-PARM2 <PLS > PWATER input info: Part 2 *** # - # ***FOREST LZSN INFILT LSUR SLSUR KVARY AGWRC 1 0 5 2 400 0.05 0.3 0.996 END PWAT-PARM2 PWAT-PARM3 <PLS > PWATER input info: Part 3 *** # - # ***PETMAX PETMIN INFEXP INFILD DEEPFR BASETP AGWETP 1 0 0 2 2 0 0 0 END PWAT-PARM3 PWAT-PARM4 <PLS > PWATER input info: Part 4 *** # - # CEPSC UZSN NSUR INTFW IRC LZETP *** 1 0.2 0.5 0.35 0 0.7 0.7 END PWAT-PARM4 PWAT-STATE1 <PLS > *** Initial conditions at start of simulation ran from 1990 to end of 1992 (pat 1-11-95) RUN 21 *** # - # *** CEPS SURS UZS IFWS LZS AGWS GWVS 1 0 0 0 0 3 1 0 END PWAT-STATE1 END PERLND IMPLND GEN-INFO <PLS ><-------Name-------> Unit-systems Printer *** # - # User t-series Engl Metr *** in out *** END GEN-INFO *** Section IWATER*** ACTIVITY <PLS > ************* Active Sections ***************************** # - # ATMP SNOW IWAT SLD IWG IQAL *** END ACTIVITY PRINT-INFO <ILS > ******** Print-flags ******** PIVL PYR # - # ATMP SNOW IWAT SLD IWG IQAL ********* END PRINT-INFO IWAT-PARM1 <PLS > IWATER variable monthly parameter value flags *** # - # CSNO RTOP VRS VNN RTLI *** END IWAT-PARM1 IWAT-PARM2 <PLS > IWATER input info: Part 2 *** # - # *** LSUR SLSUR NSUR RETSC END IWAT-PARM2 IWAT-PARM3 <PLS > IWATER input info: Part 3 *** # - # ***PETMAX PETMIN END IWAT-PARM3 IWAT-STATE1 <PLS > *** Initial conditions at start of simulation # - # *** RETS SURS END IWAT-STATE1 20-05-06_WWHM2012_204TH MIXED USE INFIL 8/10/2020 9:04:37 AM Page 21 END IMPLND SCHEMATIC <-Source-> <--Area--> <-Target-> MBLK *** <Name> # <-factor-> <Name> # Tbl# *** Basin 1*** PERLND 1 0.58 COPY 501 12 PERLND 1 0.58 COPY 501 13 ******Routing****** END SCHEMATIC NETWORK <-Volume-> <-Grp> <-Member-><--Mult-->Tran <-Target vols> <-Grp> <-Member-> *** <Name> # <Name> # #<-factor->strg <Name> # # <Name> # # *** COPY 501 OUTPUT MEAN 1 1 48.4 DISPLY 1 INPUT TIMSER 1 <-Volume-> <-Grp> <-Member-><--Mult-->Tran <-Target vols> <-Grp> <-Member-> *** <Name> # <Name> # #<-factor->strg <Name> # # <Name> # # *** END NETWORK RCHRES GEN-INFO RCHRES Name Nexits Unit Systems Printer *** # - #<------------------><---> User T-series Engl Metr LKFG *** in out *** END GEN-INFO *** Section RCHRES*** ACTIVITY <PLS > ************* Active Sections ***************************** # - # HYFG ADFG CNFG HTFG SDFG GQFG OXFG NUFG PKFG PHFG *** END ACTIVITY PRINT-INFO <PLS > ***************** Print-flags ******************* PIVL PYR # - # HYDR ADCA CONS HEAT SED GQL OXRX NUTR PLNK PHCB PIVL PYR ********* END PRINT-INFO HYDR-PARM1 RCHRES Flags for each HYDR Section *** # - # VC A1 A2 A3 ODFVFG for each *** ODGTFG for each FUNCT for each FG FG FG FG possible exit *** possible exit possible exit * * * * * * * * * * * * * * *** END HYDR-PARM1 HYDR-PARM2 # - # FTABNO LEN DELTH STCOR KS DB50 *** <------><--------><--------><--------><--------><--------><--------> *** END HYDR-PARM2 HYDR-INIT RCHRES Initial conditions for each HYDR section *** # - # *** VOL Initial value of COLIND Initial value of OUTDGT *** ac-ft for each possible exit for each possible exit <------><--------> <---><---><---><---><---> *** <---><---><---><---><---> END HYDR-INIT END RCHRES SPEC-ACTIONS END SPEC-ACTIONS FTABLES END FTABLES EXT SOURCES <-Volume-> <Member> SsysSgap<--Mult-->Tran <-Target vols> <-Grp> <-Member-> *** <Name> # <Name> # tem strg<-factor->strg <Name> # # <Name> # # *** WDM 2 PREC ENGL 1.2 PERLND 1 999 EXTNL PREC WDM 2 PREC ENGL 1.2 IMPLND 1 999 EXTNL PREC 20-05-06_WWHM2012_204TH MIXED USE INFIL 8/10/2020 9:04:37 AM Page 22 WDM 1 EVAP ENGL 0.76 PERLND 1 999 EXTNL PETINP WDM 1 EVAP ENGL 0.76 IMPLND 1 999 EXTNL PETINP END EXT SOURCES EXT TARGETS <-Volume-> <-Grp> <-Member-><--Mult-->Tran <-Volume-> <Member> Tsys Tgap Amd *** <Name> # <Name> # #<-factor->strg <Name> # <Name> tem strg strg*** COPY 501 OUTPUT MEAN 1 1 48.4 WDM 501 FLOW ENGL REPL END EXT TARGETS MASS-LINK <Volume> <-Grp> <-Member-><--Mult--> <Target> <-Grp> <-Member->*** <Name> <Name> # #<-factor-> <Name> <Name> # #*** MASS-LINK 12 PERLND PWATER SURO 0.083333 COPY INPUT MEAN END MASS-LINK 12 MASS-LINK 13 PERLND PWATER IFWO 0.083333 COPY INPUT MEAN END MASS-LINK 13 END MASS-LINK END RUN 20-05-06_WWHM2012_204TH MIXED USE INFIL 8/10/2020 9:04:37 AM Page 23 Mitigated UCI File RUN GLOBAL WWHM4 model simulation START 1948 10 01 END 2009 09 30 RUN INTERP OUTPUT LEVEL 3 0 RESUME 0 RUN 1 UNIT SYSTEM 1 END GLOBAL FILES <File> <Un#> <-----------File Name------------------------------>*** <-ID-> *** WDM 26 20-05-06_WWHM2012_204TH MIXED USE INFIL.wdm MESSU 25 Mit20-05-06_WWHM2012_204TH MIXED USE INFIL.MES 27 Mit20-05-06_WWHM2012_204TH MIXED USE INFIL.L61 28 Mit20-05-06_WWHM2012_204TH MIXED USE INFIL.L62 30 POC20-05-06_WWHM2012_204TH MIXED USE INFIL1.dat END FILES OPN SEQUENCE INGRP INDELT 00:15 PERLND 7 IMPLND 4 IMPLND 5 IMPLND 8 RCHRES 1 COPY 1 COPY 501 DISPLY 1 END INGRP END OPN SEQUENCE DISPLY DISPLY-INFO1 # - #<----------Title----------->***TRAN PIVL DIG1 FIL1 PYR DIG2 FIL2 YRND 1 Gravel Trench Bed 1 MAX 1 2 30 9 END DISPLY-INFO1 END DISPLY COPY TIMESERIES # - # NPT NMN *** 1 1 1 501 1 1 END TIMESERIES END COPY GENER OPCODE # # OPCD *** END OPCODE PARM # # K *** END PARM END GENER PERLND GEN-INFO <PLS ><-------Name------->NBLKS Unit-systems Printer *** # - # User t-series Engl Metr *** in out *** 7 A/B, Lawn, Flat 1 1 1 1 27 0 END GEN-INFO *** Section PWATER*** ACTIVITY <PLS > ************* Active Sections ***************************** # - # ATMP SNOW PWAT SED PST PWG PQAL MSTL PEST NITR PHOS TRAC *** 7 0 0 1 0 0 0 0 0 0 0 0 0 END ACTIVITY PRINT-INFO 20-05-06_WWHM2012_204TH MIXED USE INFIL 8/10/2020 9:04:37 AM Page 24 <PLS > ***************** Print-flags ***************************** PIVL PYR # - # ATMP SNOW PWAT SED PST PWG PQAL MSTL PEST NITR PHOS TRAC ********* 7 0 0 4 0 0 0 0 0 0 0 0 0 1 9 END PRINT-INFO PWAT-PARM1 <PLS > PWATER variable monthly parameter value flags *** # - # CSNO RTOP UZFG VCS VUZ VNN VIFW VIRC VLE INFC HWT *** 7 0 0 0 0 0 0 0 0 0 0 0 END PWAT-PARM1 PWAT-PARM2 <PLS > PWATER input info: Part 2 *** # - # ***FOREST LZSN INFILT LSUR SLSUR KVARY AGWRC 7 0 5 0.8 400 0.05 0.3 0.996 END PWAT-PARM2 PWAT-PARM3 <PLS > PWATER input info: Part 3 *** # - # ***PETMAX PETMIN INFEXP INFILD DEEPFR BASETP AGWETP 7 0 0 2 2 0 0 0 END PWAT-PARM3 PWAT-PARM4 <PLS > PWATER input info: Part 4 *** # - # CEPSC UZSN NSUR INTFW IRC LZETP *** 7 0.1 0.5 0.25 0 0.7 0.25 END PWAT-PARM4 PWAT-STATE1 <PLS > *** Initial conditions at start of simulation ran from 1990 to end of 1992 (pat 1-11-95) RUN 21 *** # - # *** CEPS SURS UZS IFWS LZS AGWS GWVS 7 0 0 0 0 3 1 0 END PWAT-STATE1 END PERLND IMPLND GEN-INFO <PLS ><-------Name-------> Unit-systems Printer *** # - # User t-series Engl Metr *** in out *** 4 ROOF TOPS/FLAT 1 1 1 27 0 5 DRIVEWAYS/FLAT 1 1 1 27 0 8 SIDEWALKS/FLAT 1 1 1 27 0 END GEN-INFO *** Section IWATER*** ACTIVITY <PLS > ************* Active Sections ***************************** # - # ATMP SNOW IWAT SLD IWG IQAL *** 4 0 0 1 0 0 0 5 0 0 1 0 0 0 8 0 0 1 0 0 0 END ACTIVITY PRINT-INFO <ILS > ******** Print-flags ******** PIVL PYR # - # ATMP SNOW IWAT SLD IWG IQAL ********* 4 0 0 4 0 0 0 1 9 5 0 0 4 0 0 0 1 9 8 0 0 4 0 0 0 1 9 END PRINT-INFO IWAT-PARM1 <PLS > IWATER variable monthly parameter value flags *** # - # CSNO RTOP VRS VNN RTLI *** 4 0 0 0 0 0 5 0 0 0 0 0 8 0 0 0 0 0 20-05-06_WWHM2012_204TH MIXED USE INFIL 8/10/2020 9:04:37 AM Page 25 END IWAT-PARM1 IWAT-PARM2 <PLS > IWATER input info: Part 2 *** # - # *** LSUR SLSUR NSUR RETSC 4 400 0.01 0.1 0.1 5 400 0.01 0.1 0.1 8 400 0.01 0.1 0.1 END IWAT-PARM2 IWAT-PARM3 <PLS > IWATER input info: Part 3 *** # - # ***PETMAX PETMIN 4 0 0 5 0 0 8 0 0 END IWAT-PARM3 IWAT-STATE1 <PLS > *** Initial conditions at start of simulation # - # *** RETS SURS 4 0 0 5 0 0 8 0 0 END IWAT-STATE1 END IMPLND SCHEMATIC <-Source-> <--Area--> <-Target-> MBLK *** <Name> # <-factor-> <Name> # Tbl# *** Basin 1*** PERLND 7 0.02 RCHRES 1 2 PERLND 7 0.02 RCHRES 1 3 IMPLND 4 0.31 RCHRES 1 5 IMPLND 5 0.22 RCHRES 1 5 IMPLND 8 0.03 RCHRES 1 5 ******Routing****** PERLND 7 0.02 COPY 1 12 IMPLND 4 0.31 COPY 1 15 IMPLND 5 0.22 COPY 1 15 IMPLND 8 0.03 COPY 1 15 PERLND 7 0.02 COPY 1 13 RCHRES 1 1 COPY 501 17 END SCHEMATIC NETWORK <-Volume-> <-Grp> <-Member-><--Mult-->Tran <-Target vols> <-Grp> <-Member-> *** <Name> # <Name> # #<-factor->strg <Name> # # <Name> # # *** COPY 501 OUTPUT MEAN 1 1 48.4 DISPLY 1 INPUT TIMSER 1 <-Volume-> <-Grp> <-Member-><--Mult-->Tran <-Target vols> <-Grp> <-Member-> *** <Name> # <Name> # #<-factor->strg <Name> # # <Name> # # *** END NETWORK RCHRES GEN-INFO RCHRES Name Nexits Unit Systems Printer *** # - #<------------------><---> User T-series Engl Metr LKFG *** in out *** 1 Gravel Trench Be-005 2 1 1 1 28 0 1 END GEN-INFO *** Section RCHRES*** ACTIVITY <PLS > ************* Active Sections ***************************** # - # HYFG ADFG CNFG HTFG SDFG GQFG OXFG NUFG PKFG PHFG *** 20-05-06_WWHM2012_204TH MIXED USE INFIL 8/10/2020 9:04:37 AM Page 26 1 1 0 0 0 0 0 0 0 0 0 END ACTIVITY PRINT-INFO <PLS > ***************** Print-flags ******************* PIVL PYR # - # HYDR ADCA CONS HEAT SED GQL OXRX NUTR PLNK PHCB PIVL PYR ********* 1 4 0 0 0 0 0 0 0 0 0 1 9 END PRINT-INFO HYDR-PARM1 RCHRES Flags for each HYDR Section *** # - # VC A1 A2 A3 ODFVFG for each *** ODGTFG for each FUNCT for each FG FG FG FG possible exit *** possible exit possible exit * * * * * * * * * * * * * * *** 1 0 1 0 0 4 5 0 0 0 0 0 0 0 0 2 2 2 2 2 END HYDR-PARM1 HYDR-PARM2 # - # FTABNO LEN DELTH STCOR KS DB50 *** <------><--------><--------><--------><--------><--------><--------> *** 1 1 0.03 0.0 0.0 0.5 0.0 END HYDR-PARM2 HYDR-INIT RCHRES Initial conditions for each HYDR section *** # - # *** VOL Initial value of COLIND Initial value of OUTDGT *** ac-ft for each possible exit for each possible exit <------><--------> <---><---><---><---><---> *** <---><---><---><---><---> 1 0 4.0 5.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 END HYDR-INIT END RCHRES SPEC-ACTIONS END SPEC-ACTIONS FTABLES FTABLE 1 92 5 Depth Area Volume Outflow1 Outflow2 Velocity Travel Time*** (ft) (acres) (acre-ft) (cfs) (cfs) (ft/sec) (Minutes)*** 0.000000 0.034091 0.000000 0.000000 0.000000 0.022222 0.034091 0.000250 0.000000 0.343752 0.044444 0.034091 0.000500 0.000000 0.343753 0.066667 0.034091 0.000750 0.000000 0.343755 0.088889 0.034092 0.001000 0.000000 0.343756 0.111111 0.034092 0.001250 0.000000 0.343758 0.133333 0.034092 0.001500 0.000000 0.343759 0.155556 0.034092 0.001750 0.000000 0.343761 0.177778 0.034092 0.002000 0.000000 0.343762 0.200000 0.034092 0.002250 0.000000 0.343764 0.222222 0.034092 0.002500 0.000000 0.343765 0.244444 0.034093 0.002750 0.000000 0.343767 0.266667 0.034093 0.003000 0.000000 0.343768 0.288889 0.034093 0.003250 0.000000 0.343770 0.311111 0.034093 0.003500 0.000000 0.343771 0.333333 0.034093 0.003750 0.000000 0.343773 0.355556 0.034093 0.004000 0.000000 0.343774 0.377778 0.034093 0.004250 0.000000 0.343776 0.400000 0.034094 0.004500 0.000000 0.343777 0.422222 0.034094 0.004750 0.000000 0.343779 0.444444 0.034094 0.005000 0.000000 0.343780 0.466667 0.034094 0.005250 0.000000 0.343782 0.488889 0.034094 0.005500 0.000000 0.343783 0.511111 0.034094 0.005750 0.000000 0.343785 0.533333 0.034094 0.006000 0.000000 0.343786 0.555556 0.034095 0.006250 0.000000 0.343788 0.577778 0.034095 0.006500 0.000000 0.343789 0.600000 0.034095 0.006750 0.000000 0.343791 0.622222 0.034095 0.007000 0.000000 0.343792 0.644444 0.034095 0.007250 0.000000 0.343794 0.666667 0.034095 0.007500 0.000000 0.343795 0.688889 0.034096 0.007751 0.000000 0.343797 20-05-06_WWHM2012_204TH MIXED USE INFIL 8/10/2020 9:04:37 AM Page 27 0.711111 0.034096 0.008001 0.000000 0.343798 0.733333 0.034096 0.008251 0.000000 0.343800 0.755556 0.034096 0.008501 0.000000 0.343801 0.777778 0.034096 0.008751 0.000000 0.343803 0.800000 0.034096 0.009001 0.000000 0.343804 0.822222 0.034096 0.009251 0.000000 0.343806 0.844444 0.034097 0.009501 0.000000 0.343807 0.866667 0.034097 0.009751 0.000000 0.343809 0.888889 0.034097 0.010001 0.000000 0.343810 0.911111 0.034097 0.010251 0.000000 0.343812 0.933333 0.034097 0.010501 0.000000 0.343813 0.955556 0.034097 0.010751 0.000000 0.343815 0.977778 0.034097 0.011001 0.000000 0.343816 1.000000 0.034098 0.011251 0.000000 0.343818 1.022222 0.034098 0.011501 0.000000 0.343819 1.044444 0.034098 0.011751 0.000000 0.343821 1.066667 0.034098 0.012001 0.000000 0.343822 1.088889 0.034098 0.012251 0.000000 0.343824 1.111111 0.034098 0.012501 0.000000 0.343825 1.133333 0.034099 0.012751 0.000000 0.343827 1.155556 0.034099 0.013001 0.000000 0.343828 1.177778 0.034099 0.013252 0.000000 0.343830 1.200000 0.034099 0.013502 0.000000 0.343831 1.222222 0.034099 0.013752 0.000000 0.343833 1.244444 0.034099 0.014002 0.000000 0.343834 1.266667 0.034099 0.014252 0.000000 0.343836 1.288889 0.034100 0.014502 0.000000 0.343837 1.311111 0.034100 0.014752 0.000000 0.343839 1.333333 0.034100 0.015002 0.000000 0.343840 1.355556 0.034100 0.015252 0.000000 0.343842 1.377778 0.034100 0.015502 0.000000 0.343843 1.400000 0.034100 0.015752 0.000000 0.343845 1.422222 0.034100 0.016002 0.000000 0.343846 1.444444 0.034101 0.016252 0.000000 0.343848 1.466667 0.034101 0.016502 0.000000 0.343849 1.488889 0.034101 0.016752 0.000000 0.343851 1.511111 0.034101 0.017003 0.000000 0.343852 1.533333 0.034101 0.017253 0.000000 0.343854 1.555556 0.034101 0.017503 0.000000 0.343855 1.577778 0.034101 0.017753 0.000000 0.343857 1.600000 0.034102 0.018003 0.000000 0.343858 1.622222 0.034102 0.018253 0.000000 0.343860 1.644444 0.034102 0.018503 0.000000 0.343861 1.666667 0.034102 0.018753 0.000000 0.343863 1.688889 0.034102 0.019003 0.000000 0.343864 1.711111 0.034102 0.019253 0.000000 0.343866 1.733333 0.034103 0.019503 0.000000 0.343867 1.755556 0.034103 0.019753 0.000000 0.343869 1.777778 0.034103 0.020003 0.000000 0.343870 1.800000 0.034103 0.020254 0.000000 0.343872 1.822222 0.034103 0.020504 0.000000 0.343873 1.844444 0.034103 0.020754 0.000000 0.343875 1.866667 0.034103 0.021004 0.000000 0.343876 1.888889 0.034104 0.021254 0.000000 0.343878 1.911111 0.034104 0.021504 0.000000 0.343879 1.933333 0.034104 0.021754 0.000000 0.343881 1.955556 0.034104 0.022004 0.000000 0.343882 1.977778 0.034104 0.022254 0.000000 0.343884 2.000000 0.034104 0.022504 0.000000 0.343885 2.022222 0.034104 0.023262 0.035147 0.343887 END FTABLE 1 END FTABLES EXT SOURCES <-Volume-> <Member> SsysSgap<--Mult-->Tran <-Target vols> <-Grp> <-Member-> *** <Name> # <Name> # tem strg<-factor->strg <Name> # # <Name> # # *** WDM 2 PREC ENGL 1.2 PERLND 1 999 EXTNL PREC WDM 2 PREC ENGL 1.2 IMPLND 1 999 EXTNL PREC WDM 1 EVAP ENGL 0.76 PERLND 1 999 EXTNL PETINP WDM 1 EVAP ENGL 0.76 IMPLND 1 999 EXTNL PETINP 20-05-06_WWHM2012_204TH MIXED USE INFIL 8/10/2020 9:04:37 AM Page 28 END EXT SOURCES EXT TARGETS <-Volume-> <-Grp> <-Member-><--Mult-->Tran <-Volume-> <Member> Tsys Tgap Amd *** <Name> # <Name> # #<-factor->strg <Name> # <Name> tem strg strg*** RCHRES 1 HYDR RO 1 1 1 WDM 1000 FLOW ENGL REPL RCHRES 1 HYDR O 1 1 1 WDM 1001 FLOW ENGL REPL RCHRES 1 HYDR O 2 1 1 WDM 1002 FLOW ENGL REPL RCHRES 1 HYDR STAGE 1 1 1 WDM 1003 STAG ENGL REPL COPY 1 OUTPUT MEAN 1 1 48.4 WDM 701 FLOW ENGL REPL COPY 501 OUTPUT MEAN 1 1 48.4 WDM 801 FLOW ENGL REPL END EXT TARGETS MASS-LINK <Volume> <-Grp> <-Member-><--Mult--> <Target> <-Grp> <-Member->*** <Name> <Name> # #<-factor-> <Name> <Name> # #*** MASS-LINK 2 PERLND PWATER SURO 0.083333 RCHRES INFLOW IVOL END MASS-LINK 2 MASS-LINK 3 PERLND PWATER IFWO 0.083333 RCHRES INFLOW IVOL END MASS-LINK 3 MASS-LINK 5 IMPLND IWATER SURO 0.083333 RCHRES INFLOW IVOL END MASS-LINK 5 MASS-LINK 12 PERLND PWATER SURO 0.083333 COPY INPUT MEAN END MASS-LINK 12 MASS-LINK 13 PERLND PWATER IFWO 0.083333 COPY INPUT MEAN END MASS-LINK 13 MASS-LINK 15 IMPLND IWATER SURO 0.083333 COPY INPUT MEAN END MASS-LINK 15 MASS-LINK 17 RCHRES OFLOW OVOL 1 COPY INPUT MEAN END MASS-LINK 17 END MASS-LINK END RUN 20-05-06_WWHM2012_204TH MIXED USE INFIL 8/10/2020 9:04:37 AM Page 29 Predeveloped HSPF Message File 20-05-06_WWHM2012_204TH MIXED USE INFIL 8/10/2020 9:04:37 AM Page 30 Mitigated HSPF Message File 20-05-06_WWHM2012_204TH MIXED USE INFIL 8/10/2020 9:04:37 AM Page 31 Disclaimer Legal Notice This program and accompanying documentation are provided 'as-is' without warranty of any kind. The entire risk regarding the performance and results of this program is assumed by End User. Clear Creek Solutions Inc. and the governmental licensee or sublicensees disclaim all warranties, either expressed or implied, including but not limited to implied warranties of program and accompanying documentation. In no event shall Clear Creek Solutions Inc. be liable for any damages whatsoever (including without limitation to damages for loss of business profits, loss of business information, business interruption, and the like) arising out of the use of, or inability to use this program even if Clear Creek Solutions Inc. or their authorized representatives have been advised of the possibility of such damages. Software Copyright © by : Clear Creek Solutions, Inc. 2005-2020; All Rights Reserved. Clear Creek Solutions, Inc. 6200 Capitol Blvd. Ste F Olympia, WA. 98501 Toll Free 1(866)943-0304 Local (360)943-0304 www.clearcreeksolutions.com 20-05-06_WWHM2012_204TH MIXED USE INFIL 8/10/2020 9:04:37 AM Page 32 204th Mixed Use Trail Improvements CONTRUCTION PLAN REVIEW & INSPECTION FEE WORKSHEET Community & Economic Development Department 18204 59th Avenue NE City of Arlington ï¬ ï¬ Arlington WA 98223 ï¬ (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: ï¬ Type I permits complete all sections. ï¬ 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 ï¬ 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 204th Mixed Use $ 47,817.50 $ 45,899.38 $ 93,716.88 Verify formula, totals do not match PLAN REVIEW & INSPECTION FEES PLAN REVIEW & INSPECTION FEE (6% of Project Value) $ 5,623.01 GRADING FEE (4) (Cubic Yard ) $ - Review fees due at time of submittal Total Review Fees Due $ 5,623.01 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: ï¬ Road and Alley (Public) ï¬ Stormwater Drainage and Grading (Public) ï¬ Utilities (Public) ï¬ Temporary Erosion and Sediment Control (Public and Private) ASSURANCE DEVICE Base Calculation of Performance Device $ 47,817.50 PERFORMANCE DEVICE 150% Amount Due $ 71,726.25 Base Calculation of Maintenance Device $ 41,357.50 MAINTENANCE DEVICE 20% Amount Due $ 8,271.50 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 8 $ 284.00 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 370 $ 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 1 $ 1,800.00 BMP C105 Rock Construction Entrance, 100'x15'x1' $ 3,600.00 EACH $ - 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 16 $ 1,344.00 Water truck, dust control $ 130.00 HR $ - BMP C140 WRITE-IN-ITEMS Concrete Washout $ 1,000.00 EACH 1 $ 1,000.00 $ - $ - $ - $ - SUBTOTAL (TESC Only): $ 5,168.00 MOBILIZATION 10%: $ 516.80 CONTINGENCY 15%: $ 775.20 TOTAL: $ 6,460.00 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 $ - $ - CB Type IL $ 1,850.00 EACH 1 $ 1,850.00 5 $ 9,250.00 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 $ - $ - Cleanout, PVC, 8" $ 300.00 EACH $ - 6 $ 1,800.00 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 $ - 30 $ 480.00 Culvert, CPP, 8" $ 22.00 LF $ - 115 $ 2,530.00 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 $ - $ - Geotextile, laid in trench, polypropylene $ 5.00 SY $ - 230 $ 1,150.00 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 $ - $ - 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 $ - $ - 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 6" PVC pipe $ 16.00 LF $ - 270 $ 4,320.00 Infiltration trench $ 8.00 CY $ - 110 $ 880.00 $ - $ - $ - SUBTOTAL: $ 1,850.00 $ 20,410.00 MOBILIZATION 10%: $ 185.00 CONTINGENCY 15%: $ 277.50 TOTAL: $ 2,312.50 $ 20,410.00 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 $ - 70 $ 560.00 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 $ - 120 $ 300.00 Excavation - Trench $ 5.00 CY $ - 160 $ 800.00 Fencing, cedar, 6' high $ 25.00 LF $ - $ - Fencing, chain link, 4' $ 19.50 LF $ - $ - Fencing, chain link, vinyl coated, 6' high $ 18.00 LF $ - 100 $ 1,800.00 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 Tree Removal $ 750.00 EACH 3 $ 2,250.00 $ - $ - $ - $ - $ - $ - $ - Subtotal $ 2,250.00 Subtotal $ 3,460.00 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 33 $ 495.00 $ - Curb and Gutter, demolition and disposa $ 20.00 LF $ - $ - Curb, extruded asphalt $ 5.00 LF $ - $ - Curb, extruded concrete $ 4.50 LF $ - 215 $ 967.50 Guard Rail $ 30.00 LF $ - $ - Sawcut, asphalt, 3" depth $ 3.50 LF 86 $ 301.00 $ - Sawcut, concrete, per 1" depth $ 3.00 LF 50 $ 150.00 $ - Sealant, asphalt $ 2.00 LF $ - $ - Shoulder, gravel, 4" thick $ 11.00 SY $ - $ - Sidewalk, 4" thick $ 40.00 SY 16 $ 640.00 52 $ 2,080.00 Sidewalk, 4" thick, demolition and dispos $ 36.00 SY $ - $ - Sidewalk, 6" thick $ 45.00 SY 57 $ 2,565.00 $ - Sidewalk, 6" thick, demolition and dispos $ 45.00 SY $ - $ - Signs $ - LS $ - $ - Sign, Handicap $ 100.00 EACH $ - $ - Striping, per stall $ 7.50 EACH $ - $ - Street Light System $ - LS $ - $ - Traffic Signal $ - LS $ - $ - Traffic Signal Modification $ - LS $ - $ - Striping, thermoplastic, ( for crosswalk ) $ 3.50 SF $ - $ - Striping, 4" reflectorized line $ 0.40 LF $ - 450 $ 180.00 AC Patching/Trenching Restoration $ 100.00 TON $ - $ - Controlled Density Fill (CDF) $ 90.00 CY $ - $ - WRITE-IN-ITEMS Curb Ramps $ 6,000.00 EACH 3 $ 18,000.00 $ - $ - $ - $ - $ - $ - $ - Subtotal $ 22,151.00 Subtotal $ 3,227.50 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 $ - $ - 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 169 $ 2,535.00 $ - 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 $ - $ - 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 Asphalt Road 2.5", First 2500 SY $ 12.00 SY $ - 1100 $ 13,200.00 $ - $ - $ - $ - $ - $ - Subtotal $ 2,535.00 Subtotal $ 13,200.00 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 $ - $ - Connection to Existing Water Main $ 2,000.00 EACH $ - $ - Ductile Iron Watermain, CL 52, 6 Inch Dia $ 65.00 LF 20 $ 1,300.00 $ - 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 $ - $ - Gate Valve, 6 inch Dia $ 250.00 EACH $ - $ - Gate Valve, 8 Inch Dia $ 380.00 EACH $ - $ - Gate Valve, 10 Inch Dia $ 425.00 EACH $ - $ - Gate Valve, 12 Inch Dia $ 500.00 EACH $ - $ - Fire Hydrant Assembly, with Guard Posts $ 3,000.00 EACH 1 $ 3,000.00 $ - Fire Hydrant Assembly, without Guard Posts $ 2,500.00 EACH $ - $ - 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 $ 4,300.00 Subtotal $ - 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 $ - $ - Clean Outs $ 500.00 EACH $ - $ - 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 $ - 42 $ 504.00 Sewer Pipe, PVC, 8 inch Dia $ 33.00 LF $ - $ - 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 $ - $ - 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 $ 504.00 Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET LANDSCAPING & VEGETATION Include Public Improvements & Private Development Description Unit Price Unit Quantity Cost Street Trees $ 500.00 EACH $ - Root Barrier EACH $ - Median Landscaping $ - LS $ - Right-of-Way Landscaping $ 5,000.00 LS $ - Wetland Landscaping $ - LS $ - Private Landscaping $ - LS $ - WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - Subtotal $ - (INCLUDES GENERAL, STREET, SURFACING, WATER, PUBLIC PRIVATE SEWER, LANDSCAPING) SUBTOTAL $ 31,236.00 $ 20,391.50 MOBILIZATION 10%: $ 3,123.60 $ 2,039.15 CONTINGENCY 15%: $ 4,685.40 $ 3,058.73 GRANDTOTAL: $ 39,045.00 $ 25,489.38 Rev 7/2017 18204 59th Avenue NE REVIEW COMMENT FORM Arlington, WA 98223 360-403-3551 Project Name: Fullwiler Mixed Use Permit No.: PWD#2428 Review Date: 2.19.2021 Contact: Eric Scott Phone No.: 360-691-9272 Review Phase: Civil - 1 Report Date: Storm -January 29, 2021 Reviewing Dept.: CED Applicant: Terra Vista NW DWG Issue Date: January 29, 2021 # Rev. Dwg. or Add'! Ref. City Comment Response/Resolution Soec. Ref. Aooroved 1. NEH When there are this many comments on a design, we Noted cannot ensure new comments will not be discovered on the next review. 2. NEH What survey is this based on? I need something that Both the Cascade survey and the Downing shows the surveyor information and any easements survey have been included in the set for that might be on the property. reference. *** need actual survey information for this design. 3. NEH Show access easement for access on adjoining Easement note appears on Cascade survey property. sheet, and per Cascade it applies to the entire length of Lot 40. 4. NEH Add oil water separators to all parking area CB's Note 5 on sheet C2.4 identifies all CB's to be ows 5. NEH Show flat curb across trail ramp to road so water has a Added callout and linework showing gutter way to get to CB. continuing to CBl on C2.6 6. NEH How does water from southwest corner get to Added Area Drain in the southwest corner infiltration system? plaza. 7. NEH Need to distinguish on the plans where the building Changed line type of roof overhang to better walls are, it isn't clear. I think some of these are the distinguish from walls, added callout on C2.2 overhang, need to use different line type/shading to make this clear. 8. NEH Is there clearance for the fire truck to go under the Yes. Confirmed by Architect building? 9. NEH Fire truck turning radiuses and clearance must be The turning information provided by the City sho� to be outside buil?ing and parking. was used to determine a turning movement envelope, which has been added to Sheet C2.2. There are no anticipated conflicts. 10. NEH Legend shows 2 kinds of pavement, but I only see one. Deleted reference to 2 HMA types ..... :·· � � r..::.t wed Page I of5 APR 15 2021 18204 59th Avenue NE REVIEW COMMENT FORM Arlington, WA 98223 Q 360-403-3551 � Project Name: Fullwiler Mixed Use Permit No.: PWD#2428 Review Date: 2.19.2021 Contact: Eric Scott Phone No.: 360-691-9272 Review Phase: Civil - 1 Report Date: Storm -January 29, 2021 Reviewing Dept.: CED Applicant: Terra Vista NW DWG Issue Date: January 29, 2021 # Rev. Dwg. or Add'l Ref. City Comment Response/Resolution Spec. Ref. Anoroved 11. NEH Hatching density is different for asphalt areas, but are All asphalt hatch should have same density now they different? 12. NEH Place sand layer under road infiltration trench. Added sand layer 13. NEH Need truncated dome at trail crossing. Added domes 14. NEH Call out HMA type on trail cross section. Trail asphalt paving will match onsite paving and refer to detail 1/C2.2. 15. NEH Call out 2' planting area fill material. Added callout on trail section on sheet C2.6 16. NEH Adjust lane marker taper to provide 12' lane. Added lane markings on C2.6 17. NEH Call for grind and overlay of full lane adjacent to trail Per discussion with city staff, a note was added and new driveways. giving the city the right to require a grind and overlay pending inspection of roads. Note added to C2.6. 18. NEH Fix background text, it needs to be consistent, smaller, Background survey has been adjusted to change lighter, not upside down, and not contrasting with the orientation of text to match the design plans. design text. Additional cleanup was done for clarity. 19. NEH Show curb taper transition to existing edge of asphalt. See comment 5 Curb is needed at CB to ensure water gets into CB. 20. NEH Can't tell if there is slope on the curb adjacent to the Added existing/proposed elevations on C2.6 trail? Existing/proposed elevations needed. 21. NEH Must show sawcut for small areas of curb removal and Added note clarifying curb removals to be replace. sawcut on C2.2 22. NEH Show existing trees in the planter strip, new trees that Trees shown to be removed are now on Ll.1 need to be added or any being removed. 23. NEH Driveway has no curb on the north side. Added curb to C2.2 - 24. NEH A Call out parking striping, signs and details. Areas within the bldg. footprint, including the Signage for ADA. parking garage will be detailed by the architect as part of the bldg. permit. Page 2 of 5 18204 59th Avenue NE REVIEW COMMENT FORM Arlington, WA 98223 360-403-3551 Project Name: Fullwiler Mixed Use Permit No.: PWD#2428 Review Date: 2.19.2021 Contact: Eric Scott Phone No.: 360-691-9272 Review Phase: Civil - 1 Report Date: Storm -January 29, 2021 Reviewing Dept.: CED Applicant: TerraVista NW DWG Issue Date: January 29, 2021 # Rev. Dwg. or Add'I Ref. City Comment Response/Resolution Spec. Ref. Aooroved 25. NEH Truncated domes needed at all interior ramps. Domes shown on ramps, but to clarify, all details underneath ramps are to be shown on Arch Plans. 26. NEH Wheel stops where no curb is proposed. All outside areas have curbing so no wheel stops are needed. 27. NEH Why does the pedestrian curb on the east property Linework has been updated to reflect curbing line only go half way? going full length. 28. NEH One elevation on the grading plan just says ??? Deleted callout. All elevations underneath roof will be on arch plans 29. NEH Adjusted your area of work line to include all areas of Clearing limits line has been updated work. 30. NEH Existing curb cuts need to be removed and replaced Curb cuts have been clarified to show full curb with a full curb. replacement S' in each direction. 31. NEH Landscaping Notes: Changed to 6" 1 -4" does not meet minimum topsoil requirements 32. RRM Sheet C2.2 Remove pavement patch note referencing Standard R- Pavement patch note changed 140. Trench restoration shall be per COA Standard W- 270 and Section 4-3.20. Pavement restoration shall be by 4" of CSBC with pavement thickness matching existing asphalt thickness. Compaction testing may be required to demonstrate compaction, per Section 4- 3.20. 33. RRM Sheet C2.5 No gate valves smaller than 6" shall be allowed. Fire Fire line and valves changed to 6" line shall be a 6" hot tap with 6" valve and then reducer. 34. RRM Identify Commercial versus Residential side sewers. Utility plan has been updated 35. RRM Monitoring manhole is required for all commercial use Utility plan has been updated applications. Page 3 of5 18204 59th Avenue NE REVIEW COMMENT FORM Arlington, WA 98223 360-403-3551 Project Name: Fullwiler Mixed Use Permit No.: PWD#2428 Review Date: 2.19.2021 Contact: Eric Scott Phone No.: 360-691-9272 Review Phase: Civil -1 Report Date: Storm -January 29, 2021 Reviewing Dept.: CED Applicant: TerraVista NW DWG Issue Date: January 29, 2021 # Rev. Dwg. or Add'! Ref. City Comment Response /Resolution Spec. Ref. Annroved 36. RRM Include truncated domes on receiving ramp on 204th. Added domes on C2.6 37. RRM Residential portion of the building requires a separate Utility plan has been updated 2" waterline and meter. 38. RRM Commercial portion of the building requires a Utility plan has been updated separate 2" waterline and meter. 39. RRM Utility application needs to submitted for meter Will be submitted by Fullwiler Construction. installation. Meter size and fees are determined by the number of fixtures. 40. RRM Identify commercial vs residential for utilities and 3 commercial units. Identify number of residential units. 29 residential units 1 amenity space Note added to utility plan 41. MM Fire line to building to be minimum 6" diameter. See comment 33 42. MM FDC shall be remote and meet COA FDC standard Added FDC to Landscape strip (attached). 43. MM Fire lane to be striped per COA/Fire Marshal. Added Fire lane 4" red stripe 44. BG Show crosswalk detail for Cemetery Road crossing. Crosswalk detail is shown on C3.2 45. BG SheetC2.6 It is not clear how the water gets into the new Water gets to trench via CBl, added note infiltration trench along the HMA trail 46. BG Decrease trail to 8 feet. Increase planter strip to 4 feet Changed trail to 8 ft and planter to 4 ft and NEH and add street trees 30 feet O.C. added 3 sreet trees 47. BG There are no inlets to catch water from the section of Parking garages will have floor drains that will parking lot on the south side of the apartment be routed to the sewer system. Refer to building. Where is that area draining to? architectural plans. Civil permit is only for elements outside of bldg. footprint. Page 4 of5 18204 59th Avenue NE REVIEW COMMENT FORM Arlington, WA 98223 360-403-3551 Project Name: Fullwiler Mixed Use Permit No.: PWD#2428 Review Date: 2.19.2021 Contact: Eric Scott Phone No.: 360-691-9272 Review Phase: Civil - 1 Report Date: Storm -January 29, 2021 Reviewing Dept.: CED Applicant: Terra Vista NW DWG Issue Date: January 29, 2021 # Rev. Dwg. or Add'l Ref. City Comment Response/Resolution Spec. Ref. Approved 48. BG Landscaping note 6 does not meet the maintenance Deleted the note, since it was a reference for a requirements for City of Arlington developments. subcontractor, and not meant to imply any maintenance requirement from the owner to the City. 49. BG The drive isle cuts through a parking space on the That area is not a full parking stall, and will not northeast corner of the apartment building. be used for parking. so. BG Bollards need to be included at the trail entrance. Added bollard to C2.6 51. BG There is no pavement marking removal where the Added notes to clarify marking removal crosswalk is installed across Cemetery Rd 52. BG Crosswalk signing/illumination/push button? Added Crosswalk signs. There is already existing street lighting at the NE corner of intersection of 204th an 65th. 53. BG There is an existing curb cut on Cemetery Rd on the Added replaced sidewalk/ curb where the east side of the property that will need to be replaced existing ramp will be demo'd with curb. 54. LP Resubmittal Full size plan sets with landscaping - 2 copies Noted Completed Review Comment Form - 1 Electronic file of all submittal items - 1 55. LP Attachments 1. Design Vehicle Noted 2. FDCW-230 3. Civil Design Requirements Page 5 of5 SE 10 T31N R 5E 204th ST APARTMENTS SITE LLC Consulting Engineers TerraVista NW GENERAL INFORMATION 204TH ST APARTMENTS C1.1 Plotted: Apr 14, 2021 - 4:54pm Kyle T:\Projects\200301 204th Mixed Use (Arlington)\Plans\204th_P-CIVIL.dwg Layout Name: C1.1 GEN INFO SE 10 T31N R 5E LLC Consulting Engineers TerraVista NW “ †GENERAL NOTES 204TH ST APARTMENTS C1.2 Plotted: Apr 14, 2021 - 4:54pm Kyle T:\Projects\200301 204th Mixed Use (Arlington)\Plans\204th_P-CIVIL.dwg Layout Name: C1.2-GEN NOTES SE 10 T31N R 5E LLC †Consulting Engineers TerraVista NW ††“ †GENERAL NOTES 204TH ST APARTMENTS C1.3 Plotted: Apr 14, 2021 - 4:54pm Kyle T:\Projects\200301 204th Mixed Use (Arlington)\Plans\204th_P-CIVIL.dwg Layout Name: C1.3-GEN NOTES SE 10 T31N R 5E LLC Consulting Engineers TerraVista NW ’ SWPPP NOTES 204TH ST APARTMENTS C1.4 Plotted: Apr 14, 2021 - 4:54pm Kyle T:\Projects\200301 204th Mixed Use (Arlington)\Plans\204th_P-CIVIL.dwg Layout Name: C1.4-SWPPP NOTES SE 10 T31N R 5E OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP 204TH STREET N.E. (CEMETERY ROAD) OHP OHP OHP OHP LLC OHP OHP OHP OHP OHP Consulting Engineers OHP OHP TerraVista NW OHP OHP OHP OHP OHP OHP SS SS SS SS SS SS SS SS SS SS OHP SS SS SS SS SS SS SS SS SS SS SS 65TH DRIVE N.E. SS SS OHP SS SS SWPPP 204TH ST APARTMENTS C2.1 0 10 20 Plotted: Apr 14, 2021 - 4:54pm Kyle T:\Projects\200301 204th Mixed Use (Arlington)\Plans\204th_P-CIVIL.dwg Layout Name: C2.1-SWPPP Scale in Feet SE 10 T31N R 5E OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP LLC OHP OHP OHP OHP OHP Consulting Engineers OHP OHP TerraVista NW OHP OHP OHP OHP OHP OHP SS SS SS SS SS SS SS SS SS SS OHP SS SS SS SS SS SS SS SS SS SS SS SS SS OHP SS SS PAVING PLAN 204TH ST APARTMENTS C2.2 0 10 20 Plotted: Apr 14, 2021 - 4:54pm Kyle T:\Projects\200301 204th Mixed Use (Arlington)\Plans\204th_P-CIVIL.dwg Layout Name: C2.2 PAVING PLAN Scale in Feet SE 10 T31N R 5E OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP LLC OHP OHP OHP OHP OHP OHP Consulting Engineers OHP OHP TerraVista NW OHP OHP OHP OHP OHP OHP SS SS SS SS SS SS SS SS SS SS OHP SS SS SS SS SS SS SS SS SS SS SS SS SS OHP SS SS GRADING PLAN 204TH ST APARTMENTS C2.3 0 10 20 Plotted: Apr 14, 2021 - 4:54pm Kyle T:\Projects\200301 204th Mixed Use (Arlington)\Plans\204th_P-CIVIL.dwg Layout Name: C2.3-GRAD PLAN Scale in Feet SE 10 T31N R 5E OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP LLC OHP OHP OHP OHP OHP Consulting Engineers OHP OHP TerraVista NW OHP OHP OHP OHP OHP OHP SS SS SS SS SS SS SS SS SS SS OHP SS SS SS SS SS SS SS SS SS SS SS SS SS OHP SS SS DRAINAGE PLAN 204TH ST APARTMENTS C2.4 0 10 20 Plotted: Apr 14, 2021 - 4:54pm Kyle T:\Projects\200301 204th Mixed Use (Arlington)\Plans\204th_P-CIVIL.dwg Layout Name: C2.4-SD PLAN Scale in Feet SE 10 T31N R 5E OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP LLC OHP OHP OHP OHP OHP Consulting Engineers OHP OHP TerraVista NW OHP OHP OHP OHP OHP OHP SS SS SS SS SS SS SS SS SS SS OHP SS SS SS SS SS SS SS SS SS SS SS SS SS OHP SS SS UTILITY PLAN 204TH ST APARTMENTS C2.5 0 10 20 Plotted: Apr 14, 2021 - 4:54pm Kyle T:\Projects\200301 204th Mixed Use (Arlington)\Plans\204th_P-CIVIL.dwg Layout Name: C2.5-UTIL PLAN Scale in Feet OHP SE 10 T31N R 5E OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP LLC OHP OHP OHP OHP OHP OHP OHP Consulting Engineers OHP OHP OHP OHP TerraVista NW OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP SS SS SS SS SS SS OHP SS OHP SS OHP OHP OHP OHP OFF SITE IMPROVEMENTS PLAN 204TH ST APARTMENTS OHP OHP C2.6 0 10 20 Plotted: Apr 14, 2021 - 4:54pm Kyle T:\Projects\200301 204th Mixed Use (Arlington)\Plans\204th_P-CIVIL.dwg Layout Name: C2.6 OFF SITE Scale in Feet SE 10 T31N R 5E LLC Consulting Engineers TerraVista NW SWPPP DETAILS 204TH ST APARTMENTS C3.1 Plotted: Apr 14, 2021 - 4:54pm Kyle T:\Projects\200301 204th Mixed Use (Arlington)\Plans\204th_P-CIVIL.dwg Layout Name: C3.1-SWPPP DETAILS SE 10 T31N R 5E LLC Consulting Engineers TerraVista NW PAVING DETAILS 204TH ST APARTMENTS C3.2 Plotted: Apr 14, 2021 - 4:55pm Kyle T:\Projects\200301 204th Mixed Use (Arlington)\Plans\204th_P-CIVIL.dwg Layout Name: C3.2-PAVE DETAILS SE 10 T31N R 5E LLC Consulting Engineers TerraVista NW STORM DRAINAGE DETAILS 204TH ST APARTMENTS C3.3 Plotted: Apr 14, 2021 - 4:55pm Kyle T:\Projects\200301 204th Mixed Use (Arlington)\Plans\204th_P-CIVIL.dwg Layout Name: C3.3-SD DET SE 10 T31N R 5E LLC Consulting Engineers TerraVista NW STANDARD DETAILS 204TH ST APARTMENTS C3.4 Plotted: Apr 14, 2021 - 4:55pm Kyle T:\Projects\200301 204th Mixed Use (Arlington)\Plans\204th_P-CIVIL.dwg Layout Name: C3.4-STD DET SE 10 T31N R 5E LLC Consulting Engineers TerraVista NW STANDARD DETAILS 204TH ST APARTMENTS C3.5 Plotted: Apr 14, 2021 - 4:55pm Kyle T:\Projects\200301 204th Mixed Use (Arlington)\Plans\204th_P-CIVIL.dwg Layout Name: C3.5-STD DET SE 10 T31N R 5E 0 20 40 Scale in Feet SS SS SS SS LLC SS SS Consulting Engineers SS TerraVista NW SS SS SS SS SS OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP LANDSCAPE PLAN 204TH ST APARTMENTS L1.1 Plotted: Apr 14, 2021 - 4:55pm Kyle T:\Projects\200301 204th Mixed Use (Arlington)\Plans\204th_P-CIVIL.dwg Layout Name: L1.1-LANDSCAPE 18204 59th Avenue NE REVIEW COMMENT FORM Arlington, WA 98223 360-403-3551 Project Name: Fullwiler Mixed Use Permit No.: PWD#2428 Review Date: 6.3.2021 Contact: Eric Scott Phone No.: 360-691-9272 Review Phase: Civil - 2 Report Date: Reviewing Dept.: CED Applicant: TerraVista NW DWG Issue Date: # Rev. Dwg. or Add’l Ref. City Comment Response/Resolution Spec. Ref. Approved 1. NEH When there are this many comments on a design, we Noted cannot ensure new comments will not be discovered 5.24.2021 on the next review. 2. NEH What survey is this based on? I need something that Both the Cascade survey and the Downing shows the surveyor information and any easements survey have been included in the set for 5.24.2021 that might be on the property. reference. *** need actual survey information for this design. 3. NEH Show access easement for access on adjoining Easement note appears on Cascade survey property. sheet, and per Cascade it applies to the entire 5.24.2021 length of Lot 40. 4. NEH Add oil water separators to all parking area CB's Note 5 on sheet C2.4 identifies all CB's to be 5.24.2021 OWS 5. NEH Show flat curb across trail ramp to road so water has a Added callout and linework showing gutter 5.24.2021 way to get to CB. continuing to CB1 on C2.6 6. NEH How does water from southwest corner get to Added Area Drain in the southwest corner infiltration system? plaza. This needs to drain to the storm system. In addition The connection to the Area Drain is called out. all the parking areas under the building roof need to See the plumbing plans for pipe inside the be designed to drain and be treated by the storm building. The connection to the garage drains is system. COA does not accept garage drains or any called out. See the plumbing plans for piping outdoor storm drains to be routed to our sanitary inside the building. sewer system. 7. NEH Need to distinguish on the plans where the building Changed line type of roof overhang to better walls are, it isn't clear. I think some of these are the distinguish from walls, added callout on C2.2 5.24.2021 overhang, need to use different line type/shading to make this clear. 8. NEH Is there clearance for the fire truck to go under the Yes. Confirmed by Architect 5.24.2021 building? Page 1 of 6 18204 59th Avenue NE REVIEW COMMENT FORM Arlington, WA 98223 360-403-3551 Project Name: Fullwiler Mixed Use Permit No.: PWD#2428 Review Date: 6.3.2021 Contact: Eric Scott Phone No.: 360-691-9272 Review Phase: Civil - 2 Report Date: Reviewing Dept.: CED Applicant: TerraVista NW DWG Issue Date: # Rev. Dwg. or Add’l Ref. City Comment Response/Resolution Spec. Ref. Approved 9. NEH Fire truck turning radiuses and clearance must be The turning information provided by the City shown to be outside building and parking. was used to determine a turning movement 5.24.2021 envelope, which has been added to Sheet C2.2. There are no anticipated conflicts. 10. NEH Legend shows 2 kinds of pavement, but I only see one. Deleted reference to 2 HMA types 5.24.2021 11. NEH Hatching density is different for asphalt areas, but are All asphalt hatch should have same density now 5.24.2021 they different? 12. NEH Place sand layer under road infiltration trench. Added sand layer 5.24.2021 13. NEH Need truncated dome at trail crossing. Added domes 5.24.2021 14. NEH Call out HMA type on trail cross section. Trail asphalt paving will match onsite paving 5.24.2021 and refer to detail 1/C2.2. 15. NEH Call out 2' planting area fill material. Added callout on trail section on sheet C2.6 5.24.2021 16. NEH Adjust lane marker taper to provide 12' lane. Added lane markings on C2.6 5.24.2021 17. NEH Call for grind and overlay of full lane adjacent to trail Per discussion with city staff, a note was added and new driveways. giving the city the right to require a grind and 5.24.2021 overlay pending inspection of roads. Note added to C2.6. 18. NEH Fix background text, it needs to be consistent, smaller, Background survey has been adjusted to change lighter, not upside down, and not contrasting with the orientation of text to match the design plans. 5.24.2021 design text. Additional cleanup was done for clarity. 19. NEH Show curb taper transition to existing edge of asphalt. See comment 5 Curb is needed at CB to ensure water gets into CB. The curb has been extended past the CB and the The curb must extend just past the CB, and may need inlet has been called out as a Vaned Grate to to wrap a bit to ensure water doesn't bypass CB. prevent bypass of stormwater during heavy rains. 20. NEH Can't tell if there is slope on the curb adjacent to the Added existing/proposed elevations on C2.6 5.24.2021 trail? Existing/proposed elevations needed. Page 2 of 6 18204 59th Avenue NE REVIEW COMMENT FORM Arlington, WA 98223 360-403-3551 Project Name: Fullwiler Mixed Use Permit No.: PWD#2428 Review Date: 6.3.2021 Contact: Eric Scott Phone No.: 360-691-9272 Review Phase: Civil - 2 Report Date: Reviewing Dept.: CED Applicant: TerraVista NW DWG Issue Date: # Rev. Dwg. or Add’l Ref. City Comment Response/Resolution Spec. Ref. Approved 21. NEH Must show sawcut for small areas of curb removal and Added note clarifying curb removals to be 5.24.2021 replace. sawcut on C2.2 22. NEH Show existing trees in the planter strip, new trees that Trees shown to be removed are now on Ll.1 5.24.2021 need to be added or any being removed. 23. NEH Driveway has no curb on the north side. Added curb to C2.2 5.24.2021 24. NEH Call out parking striping, signs and details. Areas within the bldg. footprint, including the Signage for ADA. parking garage will be detailed by the architect 5.24.2021 as part of the bldg. permit. 25. NEH Truncated domes needed at all interior ramps. Domes shown on ramps, but to clarify, all details underneath ramps are to be shown on 5.24.2021 Arch Plans. 26. NEH Wheel stops where no curb is proposed. All outside areas have curbing so no wheel 5.24.2021 stops are needed. 27. NEH Why does the pedestrian curb on the east property Linework has been updated to reflect curbing 5.24.2021 line only go half way? going full length. 28. NEH One elevation on the grading plan just says ??? Deleted callout. All elevations underneath roof See note for #6. Will need elevations on this will be on arch plans pavement and the drains. See arch plans for elevations. 29. NEH Adjusted your area of work line to include all areas of Clearing limits line has been updated 5.24.2021 work. 30. NEH Existing curb cuts need to be removed and replaced Curb cuts have been clarified to show full curb 5.24.2021 with a full curb. replacement S' in each direction. 31. NEH Landscaping Notes: Changed to 6" 5.24.2021 1 - 4" does not meet minimum topsoil requirements 32. RRM Sheet C2.2 Remove pavement patch note referencing Standard R- Pavement patch note changed 140. Trench restoration shall be per COA Standard W- 5.24.2021 270 and Section 4-3.20. Pavement restoration shall be by 4" of CSBC with pavement thickness matching Page 3 of 6 18204 59th Avenue NE REVIEW COMMENT FORM Arlington, WA 98223 360-403-3551 Project Name: Fullwiler Mixed Use Permit No.: PWD#2428 Review Date: 6.3.2021 Contact: Eric Scott Phone No.: 360-691-9272 Review Phase: Civil - 2 Report Date: Reviewing Dept.: CED Applicant: TerraVista NW DWG Issue Date: # Rev. Dwg. or Add’l Ref. City Comment Response/Resolution Spec. Ref. Approved existing asphalt thickness. Compaction testing may be required to demonstrate compaction, per Section 4- 3.20. 33. RRM Sheet C2.5 No gate valves smaller than 6" shall be allowed. Fire Fire line and valves changed to 6" line shall be a 6" hot tap with 6" valve and then 5.24.2021 reducer. 34. RRM Identify Commercial versus Residential side sewers. Utility plan has been updated 5.24.2021 35. RRM Monitoring manhole is required for all commercial use Utility plan has been updated 5.24.2021 applications. 36. RRM Include truncated domes on receiving ramp on 204th. Added domes on C2.6 5.24.2021 37. RRM Residential portion of the building requires a separate Utility plan has been updated 5.24.2021 2†waterline and meter. 38. RRM Commercial portion of the building requires a Utility plan has been updated 5.24.2021 separate 2†waterline and meter. 39. RRM Utility application needs to submitted for meter Will be submitted by Fullwiler Construction. installation. Meter size and fees are determined by the 5.24.2021 number of fixtures. 40. RRM Identify commercial vs residential for utilities and 3 commercial units. Identify number of residential units. 29 residential units 5.24.2021 1 amenity space Note added to utility plan 41. MM Fire line to building to be minimum 6" diameter. See comment 33 5.24.2021 42. MM FDC shall be remote and meet COA FDC standard Added FDC to Landscape strip 5.24.2021 (attached). 43. MM Fire lane to be striped per COA/Fire Marshal. Added Fire lane 4" red stripe Fire lane striping shall be 6-inch wide red strip, on Changed striping to 6†and added lettering at 50 curb where possible, with 4-inch tall white lettering feet on center. "NO PARKING FIRE LANE TOW AWAY ZONE" Page 4 of 6 18204 59th Avenue NE REVIEW COMMENT FORM Arlington, WA 98223 360-403-3551 Project Name: Fullwiler Mixed Use Permit No.: PWD#2428 Review Date: 6.3.2021 Contact: Eric Scott Phone No.: 360-691-9272 Review Phase: Civil - 2 Report Date: Reviewing Dept.: CED Applicant: TerraVista NW DWG Issue Date: # Rev. Dwg. or Add’l Ref. City Comment Response/Resolution Spec. Ref. Approved stenciled in center of red strip. Stenciling shall be every 50 along striping. 44. BG Show crosswalk detail for Cemetery Road crossing. Crosswalk detail is shown on C3.2 5.24.2021 45. BG Sheet C2.6 It is not clear how the water gets into the new Water gets to trench via CB1, added note 5.24.2021 infiltration trench along the HMA trail 46. BG Decrease trail to 8 feet. Increase planter strip to 4 feet Changed trail to 8 ft and planter to 4 ft and 5.24.2021 NEH and add street trees 30 feet O.C. added 3 street trees 47. BG There are no inlets to catch water from the section of Parking garages will have floor drains that will parking lot on the south side of the apartment be routed to the sewer system. Refer to building. Where is that area draining to? architectural plans. Civil permit is only for See Note #6 elements outside of bldg. footprint. See note 6, parking drains to infiltration system. 48. BG Landscaping note 6 does not meet the maintenance Deleted the note, since it was a reference for a requirements for City of Arlington developments. subcontractor, and not meant to imply any 5.24.2021 maintenance requirement from the owner to the City. 49. BG The drive isle cuts through a parking space on the That area is not a full parking stall, and will not 5.24.2021 northeast corner of the apartment building. be used for parking. 50. BG Bollards need to be included at the trail entrance. Added bollard to C2.6 A single bollard in the middle can't be used on an 8' A second bollard has been added and they are trail (doesn't meet ADA) 2 bollards on the sides will spaced 6 feet apart. need to be used leaving at least 6' between them. 51. BG There is no pavement marking removal where the Added notes to clarify marking removal 5.24.2021 crosswalk is installed across Cemetery Rd 52. BG Crosswalk signing/illumination/push button? Added Crosswalk signs. There is already existing street lighting at the NE corner of 5.24.2021 intersection of 204th and 65th. Page 5 of 6 18204 59th Avenue NE REVIEW COMMENT FORM Arlington, WA 98223 360-403-3551 Project Name: Fullwiler Mixed Use Permit No.: PWD#2428 Review Date: 6.3.2021 Contact: Eric Scott Phone No.: 360-691-9272 Review Phase: Civil - 2 Report Date: Reviewing Dept.: CED Applicant: TerraVista NW DWG Issue Date: # Rev. Dwg. or Add’l Ref. City Comment Response/Resolution Spec. Ref. Approved 53. BG There is an existing curb cut on Cemetery Rd on the Added replaced sidewalk/ curb where the east side of the property that will need to be replaced existing ramp will be demo'd 5.24.2021 with curb. 54. RRM Sheet L1.1 Irrigation is to be provided as Design by Contractor. A note on the Landscape sheet has been Irrigation to be fed by a separate tap and meter unless modified to read, “OWNER WILL SELF-WATER authorization is otherwise given to feed from 2" TREES AND PLANTS FOR ESTABLISHMENT.†commercial meter. No irrigation meter will be needed. Show separate tap and call out for irrigation meter on Sheet C2.5 55. LP Resubmittal Full size plan sets with landscaping – 2 copies Completed Review Comment Form/Word format - 1 Electronic file of all submittal items - 1 56. LP Attachments 1. Design Vehicle Noted 5.24.2021 2. FDC W-230 3. Civil Design Requirements Page 6 of 6 SE 10 T31N R 5E 204th ST APARTMENTS SITE LLC Consulting Engineers TerraVista NW GENERAL INFORMATION 204TH ST APARTMENTS C1.1 Plotted: Jun 24, 2021 - 9:44am Eric T:\Projects\200301 204th Mixed Use (Arlington)\Plans\204th_P-CIVIL.dwg Layout Name: C1.1 GEN INFO SE 10 T31N R 5E LLC Consulting Engineers TerraVista NW “ †GENERAL NOTES 204TH ST APARTMENTS C1.2 Plotted: Jun 24, 2021 - 9:44am Eric T:\Projects\200301 204th Mixed Use (Arlington)\Plans\204th_P-CIVIL.dwg Layout Name: C1.2-GEN NOTES SE 10 T31N R 5E LLC †Consulting Engineers TerraVista NW ††“ †GENERAL NOTES 204TH ST APARTMENTS C1.3 Plotted: Jun 24, 2021 - 9:44am Eric T:\Projects\200301 204th Mixed Use (Arlington)\Plans\204th_P-CIVIL.dwg Layout Name: C1.3-GEN NOTES SE 10 T31N R 5E LLC Consulting Engineers TerraVista NW ’ SWPPP NOTES 204TH ST APARTMENTS C1.4 Plotted: Jun 24, 2021 - 9:45am Eric T:\Projects\200301 204th Mixed Use (Arlington)\Plans\204th_P-CIVIL.dwg Layout Name: C1.4-SWPPP NOTES SE 10 T31N R 5E OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP 204TH STREET N.E. (CEMETERY ROAD) OHP OHP OHP OHP LLC OHP OHP OHP OHP OHP Consulting Engineers OHP OHP TerraVista NW OHP OHP OHP OHP OHP OHP SS SS SS SS SS SS SS SS SS SS OHP SS SS SS SS SS SS SS SS SS SS SS 65TH DRIVE N.E. SS SS OHP SS SS SWPPP 204TH ST APARTMENTS C2.1 0 10 20 Plotted: Jun 24, 2021 - 9:45am Eric T:\Projects\200301 204th Mixed Use (Arlington)\Plans\204th_P-CIVIL.dwg Layout Name: C2.1-SWPPP Scale in Feet SE 10 T31N R 5E OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP LLC OHP OHP OHP OHP OHP Consulting Engineers OHP OHP TerraVista NW OHP OHP OHP OHP OHP OHP SS SS SS SS SS SS SS SS SS SS OHP SS SS SS SS SS SS SS SS SS SS SS SS SS OHP SS SS PAVING PLAN 204TH ST APARTMENTS C2.2 0 10 20 Plotted: Jun 24, 2021 - 9:45am Eric T:\Projects\200301 204th Mixed Use (Arlington)\Plans\204th_P-CIVIL.dwg Layout Name: C2.2 PAVING PLAN Scale in Feet SE 10 T31N R 5E OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP LLC OHP OHP OHP OHP OHP OHP Consulting Engineers OHP OHP TerraVista NW OHP OHP OHP OHP OHP OHP SS SS SS SS SS SS SS SS SS SS OHP SS SS SS SS SS SS SS SS SS SS SS SS SS OHP SS SS GRADING PLAN 204TH ST APARTMENTS C2.3 0 10 20 Plotted: Jun 24, 2021 - 9:45am Eric T:\Projects\200301 204th Mixed Use (Arlington)\Plans\204th_P-CIVIL.dwg Layout Name: C2.3-GRAD PLAN Scale in Feet SE 10 T31N R 5E OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP LLC OHP OHP OHP OHP OHP Consulting Engineers OHP OHP TerraVista NW OHP OHP OHP OHP OHP OHP SS SS SS SS SS SS SS SS SS SS OHP SS SS SS SS SS SS SS SS SS SS SS SS SS OHP SS SS DRAINAGE PLAN 204TH ST APARTMENTS C2.4 0 10 20 Plotted: Jun 24, 2021 - 9:45am Eric T:\Projects\200301 204th Mixed Use (Arlington)\Plans\204th_P-CIVIL.dwg Layout Name: C2.4-SD PLAN Scale in Feet SE 10 T31N R 5E OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP LLC OHP OHP OHP OHP OHP Consulting Engineers OHP OHP TerraVista NW OHP OHP OHP OHP OHP OHP SS SS SS SS SS SS SS SS SS SS OHP SS SS SS SS SS SS SS SS SS SS SS SS SS OHP SS SS UTILITY PLAN 204TH ST APARTMENTS C2.5 0 10 20 Plotted: Jun 24, 2021 - 9:45am Eric T:\Projects\200301 204th Mixed Use (Arlington)\Plans\204th_P-CIVIL.dwg Layout Name: C2.5-UTIL PLAN Scale in Feet OHP SE 10 T31N R 5E OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP LLC OHP OHP OHP OHP OHP OHP OHP Consulting Engineers OHP OHP OHP OHP TerraVista NW OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP SS SS SS SS SS SS OHP SS OHP SS OHP OHP OHP OHP OFF SITE IMPROVEMENTS PLAN 204TH ST APARTMENTS OHP OHP C2.6 0 10 20 Plotted: Jun 24, 2021 - 9:45am Eric T:\Projects\200301 204th Mixed Use (Arlington)\Plans\204th_P-CIVIL.dwg Layout Name: C2.6 OFF SITE Scale in Feet SE 10 T31N R 5E LLC Consulting Engineers TerraVista NW SWPPP DETAILS 204TH ST APARTMENTS C3.1 Plotted: Jun 24, 2021 - 9:45am Eric T:\Projects\200301 204th Mixed Use (Arlington)\Plans\204th_P-CIVIL.dwg Layout Name: C3.1-SWPPP DETAILS SE 10 T31N R 5E LLC Consulting Engineers TerraVista NW PAVING DETAILS 204TH ST APARTMENTS C3.2 Plotted: Jun 24, 2021 - 9:45am Eric T:\Projects\200301 204th Mixed Use (Arlington)\Plans\204th_P-CIVIL.dwg Layout Name: C3.2-PAVE DETAILS SE 10 T31N R 5E LLC Consulting Engineers TerraVista NW STORM DRAINAGE DETAILS 204TH ST APARTMENTS C3.3 Plotted: Jun 24, 2021 - 9:45am Eric T:\Projects\200301 204th Mixed Use (Arlington)\Plans\204th_P-CIVIL.dwg Layout Name: C3.3-SD DET SE 10 T31N R 5E LLC Consulting Engineers TerraVista NW STANDARD DETAILS 204TH ST APARTMENTS C3.4 Plotted: Jun 24, 2021 - 9:45am Eric T:\Projects\200301 204th Mixed Use (Arlington)\Plans\204th_P-CIVIL.dwg Layout Name: C3.4-STD DET SE 10 T31N R 5E LLC Consulting Engineers TerraVista NW STANDARD DETAILS 204TH ST APARTMENTS C3.5 Plotted: Jun 24, 2021 - 9:46am Eric T:\Projects\200301 204th Mixed Use (Arlington)\Plans\204th_P-CIVIL.dwg Layout Name: C3.5-STD DET SE 10 T31N R 5E 0 20 40 Scale in Feet SS SS SS SS LLC SS SS Consulting Engineers SS TerraVista NW SS SS SS SS SS OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP LANDSCAPE PLAN 204TH ST APARTMENTS L1.1 Plotted: Jun 24, 2021 - 9:46am Eric T:\Projects\200301 204th Mixed Use (Arlington)\Plans\204th_P-CIVIL.dwg Layout Name: L1.1-LANDSCAPE 18204 59th Avenue NE REVIEW COMMENT FORM Arlington, WA 98223 360-403-3551 Project Name: Fullwiler Mixed Use Permit No.: PWD#2428 Review Date: 6.3.2021 Contact: Eric Scott Phone No.: 360-691-9272 Review Phase: Civil - 2 Report Date: Reviewing Dept.: CED Applicant: TerraVista NW DWG Issue Date: # Rev. Dwg. or Add’l Ref. City Comment Response/Resolution Spec. Ref. Approved 1. NEH When there are this many comments on a design, we Noted cannot ensure new comments will not be discovered 5.24.2021 on the next review. 2. NEH What survey is this based on? I need something that Both the Cascade survey and the Downing shows the surveyor information and any easements survey have been included in the set for 5.24.2021 that might be on the property. reference. *** need actual survey information for this design. 3. NEH Show access easement for access on adjoining Easement note appears on Cascade survey property. sheet, and per Cascade it applies to the entire 5.24.2021 length of Lot 40. 4. NEH Add oil water separators to all parking area CB's Note 5 on sheet C2.4 identifies all CB's to be 5.24.2021 OWS 5. NEH Show flat curb across trail ramp to road so water has a Added callout and linework showing gutter 5.24.2021 way to get to CB. continuing to CB1 on C2.6 6. NEH How does water from southwest corner get to Added Area Drain in the southwest corner infiltration system? plaza. This needs to drain to the storm system. In addition The area drain is routed around the bldg. to the all the parking areas under the building roof need to infiltration system. Floor drains in the parking be designed to drain and be treated by the storm garage have been added to the plans per system. COA does not accept garage drains or any subsequent discussions. outdoor storm drains to be routed to our sanitary sewer system. 7. NEH Need to distinguish on the plans where the building Changed line type of roof overhang to better walls are, it isn't clear. I think some of these are the distinguish from walls, added callout on C2.2 5.24.2021 overhang, need to use different line type/shading to make this clear. 8. NEH Is there clearance for the fire truck to go under the Yes. Confirmed by Architect 5.24.2021 building? Page 1 of 6 18204 59th Avenue NE REVIEW COMMENT FORM Arlington, WA 98223 360-403-3551 Project Name: Fullwiler Mixed Use Permit No.: PWD#2428 Review Date: 6.3.2021 Contact: Eric Scott Phone No.: 360-691-9272 Review Phase: Civil - 2 Report Date: Reviewing Dept.: CED Applicant: TerraVista NW DWG Issue Date: # Rev. Dwg. or Add’l Ref. City Comment Response/Resolution Spec. Ref. Approved 9. NEH Fire truck turning radiuses and clearance must be The turning information provided by the City shown to be outside building and parking. was used to determine a turning movement 5.24.2021 envelope, which has been added to Sheet C2.2. There are no anticipated conflicts. 10. NEH Legend shows 2 kinds of pavement, but I only see one. Deleted reference to 2 HMA types 5.24.2021 11. NEH Hatching density is different for asphalt areas, but are All asphalt hatch should have same density now 5.24.2021 they different? 12. NEH Place sand layer under road infiltration trench. Added sand layer 5.24.2021 13. NEH Need truncated dome at trail crossing. Added domes 5.24.2021 14. NEH Call out HMA type on trail cross section. Trail asphalt paving will match onsite paving 5.24.2021 and refer to detail 1/C2.2. 15. NEH Call out 2' planting area fill material. Added callout on trail section on sheet C2.6 5.24.2021 16. NEH Adjust lane marker taper to provide 12' lane. Added lane markings on C2.6 5.24.2021 17. NEH Call for grind and overlay of full lane adjacent to trail Per discussion with city staff, a note was added and new driveways. giving the city the right to require a grind and 5.24.2021 overlay pending inspection of roads. Note added to C2.6. 18. NEH Fix background text, it needs to be consistent, smaller, Background survey has been adjusted to change lighter, not upside down, and not contrasting with the orientation of text to match the design plans. 5.24.2021 design text. Additional cleanup was done for clarity. 19. NEH Show curb taper transition to existing edge of asphalt. See comment 5 Curb is needed at CB to ensure water gets into CB. The curb has been extended past the CB and the The curb must extend just past the CB, and may need inlet has been called out as a Vaned Grate to to wrap a bit to ensure water doesn't bypass CB. prevent bypass of stormwater during heavy rains. 20. NEH Can't tell if there is slope on the curb adjacent to the Added existing/proposed elevations on C2.6 5.24.2021 trail? Existing/proposed elevations needed. Page 2 of 6 18204 59th Avenue NE REVIEW COMMENT FORM Arlington, WA 98223 360-403-3551 Project Name: Fullwiler Mixed Use Permit No.: PWD#2428 Review Date: 6.3.2021 Contact: Eric Scott Phone No.: 360-691-9272 Review Phase: Civil - 2 Report Date: Reviewing Dept.: CED Applicant: TerraVista NW DWG Issue Date: # Rev. Dwg. or Add’l Ref. City Comment Response/Resolution Spec. Ref. Approved 21. NEH Must show sawcut for small areas of curb removal and Added note clarifying curb removals to be 5.24.2021 replace. sawcut on C2.2 22. NEH Show existing trees in the planter strip, new trees that Trees shown to be removed are now on Ll.1 5.24.2021 need to be added or any being removed. 23. NEH Driveway has no curb on the north side. Added curb to C2.2 5.24.2021 24. NEH Call out parking striping, signs and details. Areas within the bldg. footprint, including the Signage for ADA. parking garage will be detailed by the architect 5.24.2021 as part of the bldg. permit. 25. NEH Truncated domes needed at all interior ramps. Domes shown on ramps, but to clarify, all details underneath ramps are to be shown on 5.24.2021 Arch Plans. 26. NEH Wheel stops where no curb is proposed. All outside areas have curbing so no wheel 5.24.2021 stops are needed. 27. NEH Why does the pedestrian curb on the east property Linework has been updated to reflect curbing 5.24.2021 line only go half way? going full length. 28. NEH One elevation on the grading plan just says ??? Deleted callout. All elevations underneath roof See note for #6. Will need elevations on this will be on arch plans pavement and the drains. Elevations from the architectural plans have been copied to the civil grading plan for reference. 29. NEH Adjusted your area of work line to include all areas of Clearing limits line has been updated 5.24.2021 work. 30. NEH Existing curb cuts need to be removed and replaced Curb cuts have been clarified to show full curb 5.24.2021 with a full curb. replacement S' in each direction. 31. NEH Landscaping Notes: Changed to 6" 5.24.2021 1 - 4" does not meet minimum topsoil requirements 32. RRM Sheet C2.2 Remove pavement patch note referencing Standard R- Pavement patch note changed 5.24.2021 140. Trench restoration shall be per COA Standard W- Page 3 of 6 18204 59th Avenue NE REVIEW COMMENT FORM Arlington, WA 98223 360-403-3551 Project Name: Fullwiler Mixed Use Permit No.: PWD#2428 Review Date: 6.3.2021 Contact: Eric Scott Phone No.: 360-691-9272 Review Phase: Civil - 2 Report Date: Reviewing Dept.: CED Applicant: TerraVista NW DWG Issue Date: # Rev. Dwg. or Add’l Ref. City Comment Response/Resolution Spec. Ref. Approved 270 and Section 4-3.20. Pavement restoration shall be by 4" of CSBC with pavement thickness matching existing asphalt thickness. Compaction testing may be required to demonstrate compaction, per Section 4- 3.20. 33. RRM Sheet C2.5 No gate valves smaller than 6" shall be allowed. Fire Fire line and valves changed to 6" line shall be a 6" hot tap with 6" valve and then 5.24.2021 reducer. 34. RRM Identify Commercial versus Residential side sewers. Utility plan has been updated 5.24.2021 35. RRM Monitoring manhole is required for all commercial use Utility plan has been updated 5.24.2021 applications. 36. RRM Include truncated domes on receiving ramp on 204th. Added domes on C2.6 5.24.2021 37. RRM Residential portion of the building requires a separate Utility plan has been updated 5.24.2021 2†waterline and meter. 38. RRM Commercial portion of the building requires a Utility plan has been updated 5.24.2021 separate 2†waterline and meter. 39. RRM Utility application needs to submitted for meter Will be submitted by Fullwiler Construction. installation. Meter size and fees are determined by the 5.24.2021 number of fixtures. 40. RRM Identify commercial vs residential for utilities and 3 commercial units. Identify number of residential units. 29 residential units 5.24.2021 1 amenity space Note added to utility plan 41. MM Fire line to building to be minimum 6" diameter. See comment 33 5.24.2021 42. MM FDC shall be remote and meet COA FDC standard Added FDC to Landscape strip 5.24.2021 (attached). 43. MM Fire lane to be striped per COA/Fire Marshal. Added Fire lane 4" red stripe Fire lane striping shall be 6-inch wide red strip, on curb where possible, with 4-inch tall white lettering Page 4 of 6 18204 59th Avenue NE REVIEW COMMENT FORM Arlington, WA 98223 360-403-3551 Project Name: Fullwiler Mixed Use Permit No.: PWD#2428 Review Date: 6.3.2021 Contact: Eric Scott Phone No.: 360-691-9272 Review Phase: Civil - 2 Report Date: Reviewing Dept.: CED Applicant: TerraVista NW DWG Issue Date: # Rev. Dwg. or Add’l Ref. City Comment Response/Resolution Spec. Ref. Approved "NO PARKING FIRE LANE TOW AWAY ZONE" Changed striping to 6†and added lettering at 50 stenciled in center of red strip. Stenciling shall be feet on center. every 50 along striping. 44. BG Show crosswalk detail for Cemetery Road crossing. Crosswalk detail is shown on C3.2 5.24.2021 45. BG Sheet C2.6 It is not clear how the water gets into the new Water gets to trench via CB1, added note 5.24.2021 infiltration trench along the HMA trail 46. BG Decrease trail to 8 feet. Increase planter strip to 4 feet Changed trail to 8 ft and planter to 4 ft and 5.24.2021 NEH and add street trees 30 feet O.C. added 3 street trees 47. BG There are no inlets to catch water from the section of Parking garages will have floor drains that will parking lot on the south side of the apartment be routed to the sewer system. Refer to building. Where is that area draining to? architectural plans. Civil permit is only for See Note #6 elements outside of bldg. footprint. See note 6, parking drains to infiltration system. 48. BG Landscaping note 6 does not meet the maintenance Deleted the note, since it was a reference for a requirements for City of Arlington developments. subcontractor, and not meant to imply any 5.24.2021 maintenance requirement from the owner to the City. 49. BG The drive isle cuts through a parking space on the That area is not a full parking stall, and will not 5.24.2021 northeast corner of the apartment building. be used for parking. 50. BG Bollards need to be included at the trail entrance. Added bollard to C2.6 A single bollard in the middle can't be used on an 8' A second bollard has been added and they are trail (doesn't meet ADA) 2 bollards on the sides will spaced 6 feet apart. need to be used leaving at least 6' between them. 51. BG There is no pavement marking removal where the Added notes to clarify marking removal 5.24.2021 crosswalk is installed across Cemetery Rd 52. BG Crosswalk signing/illumination/push button? Added Crosswalk signs. There is already existing street lighting at the NE corner of 5.24.2021 intersection of 204th and 65th. Page 5 of 6 18204 59th Avenue NE REVIEW COMMENT FORM Arlington, WA 98223 360-403-3551 Project Name: Fullwiler Mixed Use Permit No.: PWD#2428 Review Date: 6.3.2021 Contact: Eric Scott Phone No.: 360-691-9272 Review Phase: Civil - 2 Report Date: Reviewing Dept.: CED Applicant: TerraVista NW DWG Issue Date: # Rev. Dwg. or Add’l Ref. City Comment Response/Resolution Spec. Ref. Approved 53. BG There is an existing curb cut on Cemetery Rd on the Added replaced sidewalk/ curb where the east side of the property that will need to be replaced existing ramp will be demo'd 5.24.2021 with curb. 54. RRM Sheet L1.1 Irrigation is to be provided as Design by Contractor. A note on the Landscape sheet has been Irrigation to be fed by a separate tap and meter unless modified to read, “OWNER WILL SELF-WATER authorization is otherwise given to feed from 2" TREES AND PLANTS FOR ESTABLISHMENT.†commercial meter. No irrigation meter will be needed. Show separate tap and call out for irrigation meter on Sheet C2.5 55. LP Resubmittal Full size plan sets with landscaping – 2 copies Completed Review Comment Form/Word format - 1 Electronic file of all submittal items - 1 56. LP Attachments 1. Design Vehicle Noted 5.24.2021 2. FDC W-230 3. Civil Design Requirements Page 6 of 6 SE 10 T31N R 5E 204th ST APARTMENTS SITE LLC Consulting Engineers TerraVista NW GENERAL INFORMATION 204TH ST APARTMENTS C1.1 Plotted: Jul 13, 2021 - 5:00pm Eric T:\Projects\200301 204th Mixed Use (Arlington)\Plans\204th_P-CIVIL.dwg Layout Name: C1.1 GEN INFO SE 10 T31N R 5E LLC Consulting Engineers TerraVista NW “ †GENERAL NOTES 204TH ST APARTMENTS C1.2 Plotted: Jul 13, 2021 - 5:00pm Eric T:\Projects\200301 204th Mixed Use (Arlington)\Plans\204th_P-CIVIL.dwg Layout Name: C1.2-GEN NOTES SE 10 T31N R 5E LLC †Consulting Engineers TerraVista NW ††“ †GENERAL NOTES 204TH ST APARTMENTS C1.3 Plotted: Jul 13, 2021 - 5:00pm Eric T:\Projects\200301 204th Mixed Use (Arlington)\Plans\204th_P-CIVIL.dwg Layout Name: C1.3-GEN NOTES SE 10 T31N R 5E LLC Consulting Engineers TerraVista NW ’ SWPPP NOTES 204TH ST APARTMENTS C1.4 Plotted: Jul 13, 2021 - 5:00pm Eric T:\Projects\200301 204th Mixed Use (Arlington)\Plans\204th_P-CIVIL.dwg Layout Name: C1.4-SWPPP NOTES SE 10 T31N R 5E OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP 204TH STREET N.E. (CEMETERY ROAD) OHP OHP OHP OHP LLC OHP OHP OHP OHP OHP Consulting Engineers OHP OHP TerraVista NW OHP OHP OHP OHP OHP OHP SS SS SS SS SS SS SS SS SS SS OHP SS SS SS SS SS SS SS SS SS SS SS 65TH DRIVE N.E. SS SS OHP SS SS SWPPP 204TH ST APARTMENTS C2.1 0 10 20 Plotted: Jul 13, 2021 - 5:00pm Eric T:\Projects\200301 204th Mixed Use (Arlington)\Plans\204th_P-CIVIL.dwg Layout Name: C2.1-SWPPP Scale in Feet SE 10 T31N R 5E OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP LLC OHP OHP OHP OHP OHP Consulting Engineers OHP OHP TerraVista NW OHP OHP OHP OHP OHP OHP SS SS SS SS SS SS SS SS SS SS OHP SS SS SS SS SS SS SS SS SS SS SS SS SS OHP SS SS PAVING PLAN 204TH ST APARTMENTS C2.2 0 10 20 Plotted: Jul 13, 2021 - 5:00pm Eric T:\Projects\200301 204th Mixed Use (Arlington)\Plans\204th_P-CIVIL.dwg Layout Name: C2.2 PAVING PLAN Scale in Feet SE 10 T31N R 5E OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP LLC OHP OHP OHP OHP OHP OHP Consulting Engineers OHP OHP TerraVista NW OHP OHP OHP OHP OHP OHP SS SS SS SS SS SS SS SS SS SS OHP SS SS SS SS SS SS SS SS SS SS SS SS SS OHP SS SS GRADING PLAN 204TH ST APARTMENTS C2.3 0 10 20 Plotted: Jul 13, 2021 - 5:00pm Eric T:\Projects\200301 204th Mixed Use (Arlington)\Plans\204th_P-CIVIL.dwg Layout Name: C2.3-GRAD PLAN Scale in Feet SE 10 T31N R 5E OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP LLC OHP OHP OHP OHP OHP Consulting Engineers OHP OHP TerraVista NW OHP OHP OHP OHP OHP OHP SS SS SS SS SS SS SS SS SS SS OHP SS SS SS SS SS SS SS SS SS SS SS SS SS OHP SS SS DRAINAGE PLAN 204TH ST APARTMENTS C2.4 0 10 20 Plotted: Jul 13, 2021 - 5:00pm Eric T:\Projects\200301 204th Mixed Use (Arlington)\Plans\204th_P-CIVIL.dwg Layout Name: C2.4-SD PLAN Scale in Feet SE 10 T31N R 5E OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP LLC OHP OHP OHP OHP OHP Consulting Engineers OHP OHP TerraVista NW OHP OHP OHP OHP OHP OHP SS SS SS SS SS SS SS SS SS SS OHP SS SS SS SS SS SS SS SS SS SS SS SS SS OHP SS SS UTILITY PLAN 204TH ST APARTMENTS C2.5 0 10 20 Plotted: Jul 13, 2021 - 5:00pm Eric T:\Projects\200301 204th Mixed Use (Arlington)\Plans\204th_P-CIVIL.dwg Layout Name: C2.5-UTIL PLAN Scale in Feet OHP SE 10 T31N R 5E OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP LLC OHP OHP OHP OHP OHP OHP OHP Consulting Engineers OHP OHP OHP OHP TerraVista NW OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP SS SS SS SS SS SS OHP SS OHP SS OHP OHP OHP OHP OFF SITE IMPROVEMENTS PLAN 204TH ST APARTMENTS OHP OHP C2.6 0 10 20 Plotted: Jul 13, 2021 - 5:00pm Eric T:\Projects\200301 204th Mixed Use (Arlington)\Plans\204th_P-CIVIL.dwg Layout Name: C2.6 OFF SITE Scale in Feet SE 10 T31N R 5E LLC Consulting Engineers TerraVista NW SWPPP DETAILS 204TH ST APARTMENTS C3.1 Plotted: Jul 13, 2021 - 5:00pm Eric T:\Projects\200301 204th Mixed Use (Arlington)\Plans\204th_P-CIVIL.dwg Layout Name: C3.1-SWPPP DETAILS SE 10 T31N R 5E LLC Consulting Engineers TerraVista NW PAVING DETAILS 204TH ST APARTMENTS C3.2 Plotted: Jul 13, 2021 - 5:00pm Eric T:\Projects\200301 204th Mixed Use (Arlington)\Plans\204th_P-CIVIL.dwg Layout Name: C3.2-PAVE DETAILS SE 10 T31N R 5E LLC Consulting Engineers TerraVista NW STORM DRAINAGE DETAILS 204TH ST APARTMENTS C3.3 Plotted: Jul 13, 2021 - 5:01pm Eric T:\Projects\200301 204th Mixed Use (Arlington)\Plans\204th_P-CIVIL.dwg Layout Name: C3.3-SD DET SE 10 T31N R 5E LLC Consulting Engineers TerraVista NW STANDARD DETAILS 204TH ST APARTMENTS C3.4 Plotted: Jul 13, 2021 - 5:01pm Eric T:\Projects\200301 204th Mixed Use (Arlington)\Plans\204th_P-CIVIL.dwg Layout Name: C3.4-STD DET SE 10 T31N R 5E LLC Consulting Engineers TerraVista NW STANDARD DETAILS 204TH ST APARTMENTS C3.5 Plotted: Jul 13, 2021 - 5:01pm Eric T:\Projects\200301 204th Mixed Use (Arlington)\Plans\204th_P-CIVIL.dwg Layout Name: C3.5-STD DET SE 10 T31N R 5E 0 20 40 Scale in Feet SS SS SS SS LLC SS SS Consulting Engineers SS TerraVista NW SS SS SS SS SS OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP LANDSCAPE PLAN 204TH ST APARTMENTS L1.1 Plotted: Jul 13, 2021 - 5:01pm Eric T:\Projects\200301 204th Mixed Use (Arlington)\Plans\204th_P-CIVIL.dwg Layout Name: L1.1-LANDSCAPE SE 10 T31N R 5E OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP LLC OHP OHP OHP OHP OHP Consulting Engineers OHP OHP TerraVista NW OHP OHP OHP OHP OHP OHP SS SS SS SS SS SS SS SS SS SS OHP SS SS SS SS SS SS SS SS SS SS SS SS SS OHP SS SS UTILITY PLAN 204TH ST APARTMENTS C2.5 0 10 20 Plotted: Sep 07, 2021 - 1:46pm Eric T:\Projects\200301 204th Mixed Use (Arlington)\Plans\204th_P-CIVIL.dwg Layout Name: C2.5-UTIL PLAN Scale in Feet City of Arlington Business License No.:2949 18204 59th Avenue NE ~ Arlington, WA 98223 Your local sales tax code is 3101 www.arlingtonwa.gov ~ (360) 403-3551 Issue Date:07/23/2021 Out of City Business License Expiration Date:06/30/2022 I S S UFullwiler Construction Inc E24926 59th Ave NE DArlington, WA 98223 T Authorized by City Clerk O Non-transferable - Valid only for business noted above. Client#: 180731 FULLCONS ACORD DATE (MM/DD/YYYY) TM CERTIFICATE OF LIABILITY INSURANCE 8/23/2021 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer any rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Joe Schofield NAME: Propel Insurance PHONE 800 499-0933 FAX 866 577-1326 (A/C, No, Ext): (A/C, No): Seattle Commercial Insurance E-MAIL joe.schofield@propelinsurance.com ADDRESS: 601 Union Street, Suite 3400 INSURER(S) AFFORDING COVERAGE NAIC # Seattle, WA 98101-1371 INSURER A : United Specialty Insurance Company 12537 INSURED INSURER B : Fullwiler Construction Inc INSURER C : 526 N. West Ave. Suite 147 INSURER D : Arlington, WA 98223 INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER (MM/DD/YYYY) (MM/DD/YYYY) LIMITS AX COMMERCIAL GENERAL LIABILITY ATN2118469 08/16/2021 08/16/2022 EACH OCCURRENCE $1,000,000 DAMAGE TO RENTED CLAIMS-MADE X OCCUR PREMISES (Ea occurrence) $50,000 X BI/PD Ded:5,000 MED EXP (Any one person) $5,000 PERSONAL & ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 X PRO- 2,000,000 POLICY JECT LOC PRODUCTS - COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea accident) $ ANY AUTO BODILY INJURY (Per person) $ OWNED SCHEDULED BODILY INJURY (Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY (Per accident) $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION $ $ A WORKERS COMPENSATION ATN2118469 08/16/2021 08/16/2022 PER X OTH- AND EMPLOYERS' LIABILITY STATUTE ER Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L. EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? N N / A (Mandatory in NH) E.L. DISEASE - EA EMPLOYEE $1,000,000 If yes, describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) The General Liability policy includes a blanket automatic additional insured endorsement that provides additional insured status to the certificate holder only when there is a written contract between the named insured and the certificate holder that requires such status. (See Attached Descriptions) CERTIFICATE HOLDER CANCELLATION City of Arlington SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 238 N Olympic Avenue ACCORDANCE WITH THE POLICY PROVISIONS. Arlington, WA 98223 AUTHORIZED REPRESENTATIVE © 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) 1 of 2 The ACORD name and logo are registered marks of ACORD #S4742552/M4742548 JWS00 DESCRIPTIONS (Continued from Page 1) Regarding Project at: 6605 204th St NE, Arlington, WA 98223 Certificate Holder is named as Additional Insured per attached endorsements SAGITTA 25.3 (2016/03) 2 of 2 #S4742552/M4742548 PRE-CONSTRUCTION MEETING AGENDA Community & Economic Development City of Arlington • 18204 59th Avenue NE • Arlington, WA 98223 • Phone (360) 403 3551 Project Name: Fullwiler Mixed Use Project No.: PWD#2428 Meeting Date: 12/2/2021 Contractor: Fullwiler Construction Superintendent: Jerry Fullwiler Ph. No.: 425-344-7803 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 CONSTRUCTION HOURS & CONSTRUCTION STANDARDS • Monday – Saturday 7 am to 7pm. No Sundays or City recognized or Federal Holidays -SEE FULL LIST OF 2021 FEDERAL HOLIDAYS • City of Arlington Design and Construction Standards and Specifications (Available online at www.arlingtonwa.gov) Submittal Documents  Contractor contacts and 24 hr. emergency numbers:  Copies of other agency permits or proof that the Jerry Fullwiler - 425-344-7803 application is in progress –  Proof of insurance listing the City of Arlington as additional  One week prior to the pre-construction meeting. insured: #ATN2118469 Exp 8/16/2022 Submittals for all materials and subcontractor  Performance Bond#: CIC1914416 approvals: DISCUSS AT PRE-CON AS NECESSARY  Testing Company Name and Contact Information: Contractor’s License: FULLWCI903M2 Exp 8/26/2022  Geotest – Gerry Bautista gerryb@geotest-inc.com 360-927-9937 / 360-733-7318  CESCL Name: N/A Civil Permit Expiration Date: January 27, 2023  CESCL #: Exp. Binders and approved plans shall be kept onsite  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 Revised 11/2019 Inspections shall include, but are not be limited to: General Inspection Line 360-403-3417 Do not cover without inspection ï² ~Traffic Control and Drainage/Erosion (TESC) ï² â€¢ 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 ï² â€¢ 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 ï² â€¢ Materials • Approval prior to backfill ~Roadway ï² â€¢ 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 ï² â€¢ 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 ï² â€¢ Paint/Thermoplastics/RPM’s • Posts and installation requirements • Workmanship & protection until cured • Sign duplicates • MUTCD Required • Monumentation ~Lighting and Fencing ï² Sewer Inspection Line - 360-403-3508 Do not cover without inspection ï² â€¢ 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 ï² â€¢ 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 ï² â€¢ 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. 35. Pre-block and post-block inspections are required. An ecology block may be used with crushed rock backfill compacted to 95%, as needed. Revised 11/2019 • 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 Contact and As-Built Information o Development Services Manager: Nova Heaton – nheaton@arlingtonwa.gov 360-403-3437 o Building Official: Kevin Olander – kolander@arlingtonwa.gov 360-403-3433 o Civil Inspector: Brian Grieve- bgrieve@arlingtonwa.gov 360-403-3438 / 360-913-1396 (cell) o Permit Technician: Raelynn Jones – rjones@arlingtonwa.gov 360-403-3436 o Permit Technician: Launa Peterson – lpeterson@arlingtonwa.gov 360-403-3527 o Permit Technician: Kristin Foster – kfoster@arlingtonwa.gov 360-403-3549 o Community & Economic Development Mainline – ced@arlingtonwa.gov 360-403-3551 • Public Works Department – 360-403-3526 • Water: Gus Tararan – gtararan@arlingtonwa.gov 360-403-3542 • Sewer: Joe Wilson – jwilson@arlingtonwa.gov 425-754-7442 48. Please include all above COA Staff when sending correspondence. 49. Plan Revisions shall be submitted electronically and via hard copy to CED Department for review. o Two (2) copies of revised plans shall be required o Permit numbers shall be added to all reports or revisions. 50. As-built plan submittal shall be required – submit contractor redlined plans with as-built submittal. Revised 11/2019 51. A separate legal and exhibit map submittal will be require for Easements and/or Dedications. These shall be submitted with As-Built submittal and are reviewed by COA Staff. City Council approval is required for Right of Way Dedications. Revised 11/2019 City of Arlington Community & Economic Development July 20, 2021 6605 204TH ST NE, LLC 526 N. West Ave Unit 147 Arlington, WA 98223 RE: Pre-Construction Requirements Project Name: Fullwiler Mixed Use Project Address: 6605 204th St NE, Arlington, WA 98223 Project No.: PWD-2428 Dear Eric, In order for work to commence at the Fullwiler Mixed Use project site, the following items need to be submitted to the City of Arlington: 1. Payment of Civil Review Fees: $5,648.01 2. A performance bond will need to be on file with the City of Arlington. The City of Arlington Performance Bond form is included. We will require submittal of the original document. 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 $47,817.50 x 150% = $71,726.25 3. Contractor Information: a. License No. and 24 hour emergency contact information b. Contractor must obtain a City of Arlington Business License c. Contractor Proof of Insurance with the City of Arlington named as Additional Insured 4. Project Testing Company with contact information 5. Material submittals for all proposed water, sewer and stormwater infrastructure shall be approved. Allow one (1) weeks’ time for review of material submittals. Once the items above have been received and approved, a pre-construction meeting will be 18204 59th Avenue NE, #B - Arlington, WA, 98223 - 360-403-3551 – www.arlingtonwa.gov 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 City does not have a template for the maintenance bond, however Surety’s standard form is acceptable and shall consist of following of which 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.†“The bond shall not be released without written discharge from the City of Arlington†Maintenance Bond Estimated Cost of Construction $41,357.50 x 20% = $8,271.50 Should you have any questions or require additional information, please contact me at 360.403.3551 or rjones@arlingtonwa.gov. Sincerely, Raelynn Jones Permit Technician Community & Economic Development DocuSign Envelope ID: E10F7C46-4A5B-4E00-A9CF-1BA3453A6D35 DocuSign Envelope ID: E10F7C46-4A5B-4E00-A9CF-1BA3453A6D35 Mallorie Hefley 12/7/2021 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 1/31/2022 Fulwiler Mixed Use Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? TESC Yes Yes Crews are setting up erosion control devices. 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 â˜EROSION CONTROL ISSUE - N/A 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 2/2/2022 Fulwiler Mixed Use Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Clearing Yes Yes Crews are clearing trees from 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 â˜EROSION CONTROL ISSUE - N/A 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 2/7/2022 Fulwiler Mixed Use Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Clearing and grubbing Yes Yes Crews are clearing trees, roots, and top soil from 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 â˜EROSION CONTROL ISSUE - N/A 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 2/8/2022 Fulwiler Mixed Use Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Clearing and grubbing Yes Yes Crews complete clearing trees, roots, and top soil from the site. Survey Yes Yes Crews have surveyed utilities. 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 â˜EROSION CONTROL ISSUE - N/A 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 2/10/2022 Fulwiler Mixed Use Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Concrete Cutting Yes Yes Crews have made saw cuts in the sidewalk and the roadway for the water and sewer line connections to 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 â˜EROSION CONTROL ISSUE - N/A 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 2/16/2022 Fulwiler Mixed Use Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Sewer Line Connection N/A N/A Crews are marking the connection to the city sewer line in the roadway. 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 None TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No â˜EROSION CONTROL ISSUE - N/A 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 2/17/2022 Fulwiler Mixed Use Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Sewer Line Connection N/A N/A Crews continue marking the connection to the city sewer line in the roadway. 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 None TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No â˜EROSION CONTROL ISSUE - N/A 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 Fulwiler Mixed Use Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Sewer Line Connection N/A N/A Crews have placed a temporary pavement patch for the sewer line cut. 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 None TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No â˜EROSION CONTROL ISSUE - N/A 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 3/2/2022 Fulwiler Mixed Use 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 excavating the 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? TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No â˜EROSION CONTROL ISSUE - N/A 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 3/7/2022 Fulwiler Mixed Use Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Water Meter Yes N/A Crews are installing water line taps. 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? Shoulder Closure Yes None TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No â˜EROSION CONTROL ISSUE - N/A 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 3/16/2022 Fulwiler Mixed Use Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? FDC Yes Yes Crews are installing FDCs for the development. The lines have been installed along with thrust blocks. A pressure test is expected to happen tomorrow. 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? Shoulder Closure Yes None TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No â˜EROSION CONTROL ISSUE - N/A 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 3/18/2022 Fulwiler Mixed Use Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? FDC Yes Yes A pressure test was performed on the project FDC lines. The test passed. 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? Shoulder Closure Yes None TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No â˜EROSION CONTROL ISSUE - N/A 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 3/21/2022 Fulwiler Mixed Use Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Sewer N/A N/A Crews are excavating to install the sewer line to 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? Single Lane Flagged Closure Yes None TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No â˜EROSION CONTROL ISSUE - N/A 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 4/14/2022 Fulwiler Mixed Use Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Drainage Yes Yes Crews installing parking lot drainage. 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 None TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No â˜EROSION CONTROL ISSUE - N/A 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 4/18/2022 Fulwiler Mixed Use Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Drainage Yes Yes Crews installing parking lot drainage. Page 2 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 None TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No â˜EROSION CONTROL ISSUE - N/A 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 4/25/2022 Fulwiler Mixed Use Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Drainage Yes Yes Crews are installing the infiltration trench along the east 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? TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No â˜EROSION CONTROL ISSUE - N/A 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 4/27/2022 Fulwiler Mixed Use Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Drainage Yes Yes Crews continue installing the infiltration trench along the east 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? TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No â˜EROSION CONTROL ISSUE - N/A 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 4/28/2022 Fulwiler Mixed Use Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Drainage Yes Yes Crews continue installing the infiltration trench along the east 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? TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No â˜EROSION CONTROL ISSUE - N/A NOTES N/A INSPECTOR COMMENTS None Page 2 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) 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) 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) CB SEWER SADDLE SEWER SADDLE SUBMITTAL INFORMATION * Patent #4494780 MATERIALS CASTING spread out clamping forces on the pipe. M.I.G. and The saddle body is cast from ductile (nodular) iron, T.I.G welds. Passivated for corrosion resistance. meeting or exceeding ASTM A 536, Grade 65-45-12. BOLTS AND NUTS GASKET Type 304 (18-8) Stainless Steel, passivated for resistance Gasket is made from virgin Styrene Butadiene Rubber to corrosion. 1/2" National Coarse roll thread. Nuts (SBR) compounded for water and sewer service in ac- coated to prevent galling. cordance with ASTM D 2000 MBA 710. COATINGS PIPE STOP Shop coat applied to cast parts for corrosion protection A pipe stop is molded into the inside wall of the gasket. in transit. Fusion bonded epoxy, liquid epoxy and other This pipe stop can hold up to 1000 lbs of force along coatings available on request. the branch. WASHERS STRAP Acetyl and stainless steel washers are used to reduce Type 304 (18-8) Stainless Steel, 3 1/2 inches wide to friction. PRESSURE Designed for sewer service, the Style CB saddle will hold a 7 psi air test when properly installed on a pipe within the correct outside diameter range. DEFLECTION When the CB saddle is installed properly the branch can accommodate up to 3 degrees of deflection. 1/17 SIZES See catalog. Document # 20-8-0011 This information is based on the best data available at the date printed above. Please check with Romac for any updates or changes. www.romac.com 21919 20th Avenue SE • Suite 100 • Bothell, WA 98021 Phone (425) 951-6200 • 1-800-426-9341 • Fax (425) 951-6201 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 Original Gripper® PNEUMATIC PLUGS Cherne’s Gripper plugs can be used in a variety of applications including DWV (drain, waste and vent) testing and stack testing. End-of-Pipe design won’t fall in, whereas the Inside-of-Pipe design allows you to locate the plug inside the pipe as far as you need. Time tested, the Gripper® remains one of the most popular mechanical plugs on the market. Original Gripper® Plug Features: • Ideal for sewer testing and long-term applications • Made with glass-reinforced ABS plastic MECHANICAL PLUGS• End-of-pipe design seals only at the end of a pipe • Inside-of-pipe design seals inside pipe as far as needed Equipped with: • Easy-to-install extra large zinc wing nut – won’t rust • Natural rubber o-ring • Galvanized carriage bolt to prevent corrosion DEFLECTION GAUGESEnd-of-Pipe Gripper® plug Inside-of-Pipe Gripper® plug TESTING EQUIPMENT End-of-Pipe Gripper Part Number Nominal Size Usage Range Maximum Back Pressure Length Product Weight 270210 1 1/2" (40 mm) 1.48"-1.65" (39-42 mm) 17 psi (1,2 bar) 40 ft. (12 M) 1.75" (44.5 mm) 0.13 lbs (0.05 kg) 270229 2" (50 mm) 1.9"-2.17" (49-55 mm) 17 psi (1,2 bar) 40 ft. (12 M) 1.87" (47.5 mm) 0.19 lbs (0.09 kg) 270237 3" (75 mm) 2.8"-3.1" (71-79 mm) 17 psi (1,2 bar) 40 ft. (12 M) 2.5" (63.5 mm) 0.375 lbs (0.16 kg) 270245 4" (100 mm) 3.8"-4.06" (96-103 mm) 17 psi (1,2 bar) 40 ft. (12 M) 2.5" (63.5 mm) 0.5 lbs (0.23 kg) 270261 6" (150 mm) 5.77"-6.08" (147-154 mm) 17 psi (1,2 bar) 40 ft. (12 M) 3.75" (95.3 mm) 2.5 lbs (1.14 kg) TOOLS & ACCESSORIES270270 8" (200 mm) 7.7"-8.03" (196-204 mm) 17 psi (1,2 bar) 40 ft. (12 M) 3.75" (95.3 mm) 3 lbs (1.37 kg) Inside-of-Pipe Gripper Part Number Nominal Size Usage Range Maximum Back Pressure Length Product Weight 270296 4" (100 mm) 3.8"-4.06" (96-103 mm) 17 psi (1,2 bar) 40 ft. (12 M) 2.5" (63.5 mm) .5 lbs (0.23 kg) 270253 6" (150 mm) 5.77"-6.08" (147-154 mm) 17 psi (1,2 bar) 40 ft. (12 M) 3.75" (95.3 mm) 2.5 lbs (1.14 kg) 270288 8" (200 mm) 7.7"-8.03" (196-204 mm) 17 psi (1,2 bar) 40 ft. (12 M) 3.75" (95.3 mm) 3 lbs (1.37 kg) TECHNICAL DATA 26 800.843.7584 www.cherneind.com #! #! ! !" PRODUCT SPECIFICATIONS DETECTABLE MARKING TAPE PRODUCT TYPE: Detectable Marking Tape DESCRIPTION: Christy’sâ„¢ Detectable Marking Tape provides for easy buried pipeline detection and below ground identification and warning. The tape can be located below ground with a non- ferrous metal detector, when buried at the proper depths. We recommend bury depths of: TAPE WIDTH 2†3†6†12†or wider TAPE BURY DEPTH 6†- 18†6†- 28†6†- 36†6†- 36†SPECIFICATIONS & INDUSTRY LISTINGS: Christy’sâ„¢ Detectable Tape Must Be Buried Flat For Maximum Detectability and Line Protection. Christy’sâ„¢ DETECTABLE marking tape shall consist of a minimum 5.0 mil (0.0050â€) overall thickness; five-ply composition; ultra-high molecular weight; 100% virgin polyethylene; acid, alkaline and corrosion resistant. Elongation properties shall be in accordance with ASTM D882-80A and shall be: 80% MD and 135%TD. The tape shall have a minimum 20 gauge (0.0020â€) solid aluminum foil core, adhered to a 2.55 mil (0.00255â€) polyethylene backing. Tape color and legend combination shall be in accordance with A.P.W.A. or local requirements. The color shall be ___________. The legend shall read____________ _____. The tape printing shall be buried beneath the top protective layer. The tape tensile strength shall be in accordance with ASTM D882-80A and be not less than 7,800 PSI. The tape shall remain flexible as measured by ASTM D671-76 pliable hand value. Tape width shall be _______. (For best results we recommend a tape width at least 3/4 of the diameter of the pipeline being protected. A 4†diameter line would use 3†or wider tape for optimum protection). Standard widths are 2â€,3â€,6â€,12†and 24â€. The tape shall be manufactured by T. Christy Enterprises, Inc. (800-258-4583).The model number shall be _________________ (TA-DT-XX-XXX). (See model number designations on the following page). ©T. Christy Enterprises October 2003 T. Christy Enterprises, Inc., 655 E. Ball Road, Anaheim, CA 92805-5910 • 800-BLU-GLUE • (714) 507-3300 • FAX (714) 507-3310 Special and Custom Legends: Christy’sâ„¢ also offers a full range of non-standard legend/color combinations in addition to the combinations listed below, including specialty applications such as Telemetry, Irrigation and additional water line wording. All standard combinations listed are available in at least one color/width combination. We also offer specific agency legends, designations or color combinations. Custom legends can also include the use of specific wording, insignias and phone numbers. Call our product specialists with your unique requirements. Standard Color/Legend Combinations Color Legend Suffix Blue Caution Irrigation Line Buried Below BI Blue Caution Non-Potable Water Line Buried Below BNP Blue Caution Potable Water Line Buried Below BPW Blue Caution Water Line Buried Below BW Brown Caution Force Main Buried Below BFM Brown Caution Sludge Line Buried Below BSL Green Caution Force Main Buried Below GFM Green Caution Irrigation Line Buried Below GI Green Caution Non-Potable Line Buried Below GNP Green Caution Potable Line Buried Below GPW Green Caution Raw Water Line Buried Below GRAW Green Caution Sewer Line Buried Below GS Green Caution Storm Drain Buried Below GSTDR Orange Caution Fiber Optic Line Buried Below OFO Orange Caution Telephone Line Buried Below OT Purple Caution Recycled/Reclaimed Water Line Buried Below PRW Purple Caution Bilingual Reclaimed Water Line Buried Below PBI Red Caution Electric Line Buried Below RE Red Caution Fire Line Buried Below RF Red Danger Do Not Enter (above or below ground) DNG Yellow Caution Caution Caution(above or below ground) CTN Yellow Caution Gas Line Buried Below YG NOTE: Not All Widths Are Available As Standard For The Above Stock Color/Legend Combinations In De- tectable tape. Consult T. Christy for Stock Availability Of Specific Products. Non-Stock Combinations Will Be Considered Special Orders And Subject To Minimum Requirements. Model Number Designations EX: TA-DT-2-PRW (2†Detectable Purple Reclaimed Water) TA-DT-XX-XXX Legends BI-Bilingual Reclaimed CTN - Caution DNG - Danger Width of Tape Color E-Electric (2â€,3â€,6â€,12â€, B-Blue F-Fire 24†or Custom) R-Red FM-Force Main G-Green FO-Fiber Optic BR-Brown G-Gas P-Purple I-Irrigation Y-Yellow NPW-Non-Potable Water PW-Potable Water W-White RAW-Raw Water O-Orange RW-Reclaimed Water S-Sewer SL-Sludge STDR-Storm Drain T-Telephone TT-Telemetry W-Water 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 Shope Concrete 1618 E. Main Ave Puyallup, WA 98372 January 1, 202 CERTIFICATE OF COMPLIANCE This is to certify that the HCC GASKETS manufactured by BestFitt Products LLC., Puyallup, Washington, meet or exceed the Specification requirements of ASTM C 361 and ASTM C 443 for standard rubber gaskets, ASTM C 1619, Class A and C for rubber gaskets, CSA A257.3-03, and AASHTO M-198, Type A for rubber gaskets. Gasket Specifications: 48â€MH Gaskets,138.5†mcl, 997 cc 54â€MH Gaskets,176†mcl 1267 cc 60â€MH Gaskets, 193.0†mcl 1389 cc 72â€MH Gaskets, 211†mcl 1579 cc 84â€MH Gaskets,1.0625 Dia, 218.0†mcl, 3167 cc 96â€MH Gaskets, 275.1†mcl, 2338 cc This certification does not guarantee any field application or testing performance criteria. These criteria are controlled by product dimensions and tolerances, as well as field installation conditions and techniques, which are outside of the control of the manufacturer. Sincerely, BestFitt Products LLC Jack Curry Manager Delivering Reliability TYPE 1 CATCH BASIN and RISER WSDOT SP# B-5.20-01 Items Shown Are Subject To Change Without Notice Issue Date: August 2012 139 ©2003-2012 Oldcastle Precast, Inc. Mailing Address Phone: 800-892-1538 PO Box 588 Fax: 253-735-4201 opauburn.com Auburn, WA 98071 Email: opauburn@oldcastle.com NOTES: WSDOT STD. B2A, APWA #49 OLYMPIC FOUNDRY INC. 20" X 24" REVERSIBLE LOCKING FRAME & GRATE MATL: Frame; Cast Iron ASTM A48 CL30, Grate; Ductile Iron ASTM A536 CL 80- RATING: H-20 PART NO. SM60 D/T 55-06 APPROX WT: Frame 160 Lbs, Grate 110 Lbs REV: A DATE: 6/23/2003 New border REV A DOCUMENT APPROVED DWN: CL DATE: 6/23/2003 TOLERANCE REV: DATE: XX +- .1 BY: DATE: XXX +- .06 CHKD: CL DATE: 6/23/2003 DWG #: SM60 DIAG DT SCALE: N/A SHEET: 1 OF 1 XXXX +- .030 < +- 2 DEG We put water in its place GRATES: STANDARD, DECORATIVE & METAL Round Grates (continued) 14 3â„ Pkg. Wt. Ea. Product 16" Part No. Description Color Qty. lbs. Class Speciï¬ cations 1240 12" Round Grate Black 6 2.44 10ND 12" Round Structural 1â„ 2" Foam Polyoleï¬ n Grate with 3 5â„ 1250 12" Round Grate Green 6 2.44 10ND 8" UV inhibitor. Open surface 1260 12" Round Grate Gray 6 2.44 10ND area 46.00 square inches. 11 5â„ 140.72 GPM. 8" 11 3â„ Fits 12" Sewer and Drain Pipe, 12" Corrugated Pipe. 4" 9â„ 16" Grate Opening (see page 72). 17" Pkg. Wt. Ea. Product Part No. Description Color Qty. lbs. Class Speciï¬ cations 1â„ 2" 1511 15" Round Grate Black 6 6.89 10ND 15" Round Structural 4 1â„ Foam Polyoleï¬ n Grate with 2" 1512 15" Round Grate Green 6 6.89 10ND UV inhibitor. Open surface Fits 15" Sewer and Drain Pipe & Fittings, 15" Corrugated Pipe. area 85.60 square inches. 14 7â„ 8" 261.86 GPM. 11â„ 4" Grate Opening (see page 72). Atrium Grates 1 3â„ 8" Pkg. Wt. Ea. Product 1â„ 4" Grate Part No. Description Color Qty. lbs. Class Speciï¬ cations Openings 270 2" Atrium Grate Gray 20 0.10 10ND Flat-Top PVC Atrium Grate 2 7â„ 8" with UV inhibitor. Open 1 1â„ surface area 4.00 square DRAINAGE 4" Fits 2" Schedule 40 Fittings. inches. 12.24 GPM. 3â„ 2 8" Pkg. Wt. Ea. Product 2 1â„ 4" Part No. Description Color Qty. lbs. Class Speciï¬ cations 1â„ 4" Grate Openings 70 3" Atrium Grate Green 20 0.16 10ND Flat-Top Structural Foam Polyoleï¬ n Atrium Grate 72 3" Atrium Grate Gray 20 0.16 10ND 11 with UV inhibitor. Open 3 â„16" 74 3" Atrium Grate Black 20 0.16 10ND surface area 9.40 square 1 23â„ 32" inches. 28.76 GPM. 74S 3" Atrium Grate Sand 20 0.16 10ND 2 7â„ Fits 3" Sewer and Drain Pipe & Fittings, 3" Corrugated Pipe, and 3" Triple Wall Pipe. 8" 2 3â„ 4" 1â„ Pkg. Wt. Ea. Product 4" Grate Openings Part No. Description Color Qty. lbs. Class Speciï¬ cations 75 4" Atrium Grate Green 20 0.21 10ND Flat-Top Structural Foam Polyoleï¬ n Atrium Grate 4 7â„ 76 4" Atrium Grate Gray 20 0.21 10ND 16" with UV inhibitor. Open 7 78 4" Atrium Grate Black 20 0.21 10ND surface area 17.00 square 1 â„8" inches. 52.01 GPM. 78S 4" Atrium Grate Sand 20 0.21 10ND 3â„ 4 16" Fits 4" Sewer and Drain Pipe & Fittings, 4" Corrugated Pipe, and 4" Triple Wall Pipe. 3 7â„ Pkg. Wt. Ea. Product 8" 1 Part No. Description Color Qty. lbs. Class Speciï¬ cations â„4" Grate Openings 80 6" Atrium Grate Green 10 0.62 10ND Flat-Top Structural Foam Polyoleï¬ n Atrium Grate 81 6" Atrium Grate Gray 10 0.62 10ND 5 3â„ with UV inhibitor. Open 4" 90 6" Atrium Grate Black 10 0.62 10ND surface area 28.40 square 13â„ inches. 86.88 GPM. 2 16" 90S 6" Atrium Grate Sand 10 0.62 10ND Fits Spee-D® Basin, 6" Sewer and Drain Pipe & Fittings, 6" Corrugated Pipe. 3â„ 5 4" 44 Product Catalog *(1) Adapters can be mounted on any angle 0° to 359°. To determine minimum angle between adapters please see chart on page (1). **(2) Maximum recommended overall height 10’ (see pg. 23 for detailed explanation) 9 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 JCM 432 All Stainless Steel Tapping Sleeve JCM 462 Stainless Steel Tapping Sleeve with Carbon Steel Flange EXTRA BOLTING POWER...The true tapping sleeve design of this sleeve incorporates replaceable, self-aligning bolts, which facilitate conversion of high bolt torques to high gasket pressure, can be torqued to 125 ft. lbs. This increases gasket sealing pressure and pressure holding capability. FULL CIRCUMFERENTIAL SEAL...The extra bolting power assures the gasket will seal the full circumference of the pipe. This provides insurance against beam breaks in size on size taps. Molded in recessed bridge plate assures even gasket pressure throughout the range of the sleeve. STRONGER YET LIGHTER THAN CAST SLEEVES...Extra strength eliminates possible cracking of the sleeve or flange. Reduced weight speeds installation and reduces the load placed on the pipe. EXTRA WIDE FOR SUPPORT AND STABILITY...Extra width and heavier neck and body material provide extra reinforcement of the outlet and extra stability during the tapping process. JCM 432 - All stainless construction provides extra corrosion resistance. The stainless steel flange, outlet and body join as one unit of similar metals for highest structural strength and corrosion resistance. JCM 462 - Stainless steel body/neck construction joins with a strong, economical carbon steel flange. Coated steel flange is to AWWA C207, Class D standard with recess for tapping alignment. Sleeve pressure rating with standard stainless steel flange: Sleeves 4" - 24" nominal pipe sizes: 150 PSI working pressure, per ANSI/AWWA C228 Class SD Sleeve pressure rating with optional ANSI stainless steel flange: Sleeves 4" - 12" nominal pipe sizes: 250 PSI working pressure, hydrostatic test pressure of 300 PSI. Sleeves 14" - 24" nominal pipe sizes: 200 PSI working pressure, hydrostatic test pressure of 250 PSI MATERIAL SPECIFICATIONS - JCM 432 and 462 TAPPING SLEEVES: Body: Stainless Steel, 18-8 Type 304 Bolts: Stainless Steel, Type 304 Branch Outlet: Schedule 10 Stainless Steel Pipe Gasket: Full circumferential gasket compounded for use with water, salt solutions, mild acids, bases and sewage. 432 Flange: 18-8 Type 304 Stainless Steel per ANSI/AWWA C228 Class SD. ANSI 150lb. Drilling, recessed for tapping valve per MSS-SP 60. 462 Flange: AWWA C207 Class D, ANSI 150lb. Drilling, recessed for tapping valve MSS-SP60. JCM Tapping Sleeves meet or exceed the ANSI/AWWA C-223 and the MSS-SP 124 Standards as applicable. JCM 432 & 462 STAINLESS STEEL TAPPING SLEEVE DIMENSIONS FLANGE SIZE A B C D E F 2 15 5 3-1/32 2.16 10 5/8 3 15 5-1/8 4-1/32 3.26 10 5/8 4 15 5-1/4 5-1/32 4.26 10 5/8 6 15 5-3/8 7-1/32 6.35 10 5/8 8 21 5-3/8 9-1/32 8.32 14 5/8 10 27 5-3/8 11-1/16 10.42 18 5/8 12 30 5-3/8 13-1/16 12.39 20 5/8 Stainless Steel Tapping Sleeve - Full Circumferential Gasket - Flanged Outlet JCM 432 Stainless Steel Flanged Outlet JCM 462 Carbon Steel Flanged Outlet NOM. MODEL 432 MODEL 462 SLEEVE WIDTH NUMBER APPR. PIPE STAINLESS STEEL CARBON STEEL OUTLET O.D. RANGE OF OF WT. EA. SIZE FLANGE FLANGE SIZES (IN.) SLEEVE BOLTS LBS (IN.) CATALOG NUMBER CATALOG NUMBER 4.40 - 4.60 432-0450 462-0450 X 2 15 10 38 4.50 - 4.80 432-0465 462-0465 4 X 3 15 10 40 4.74 - 5.00 432-0480 462-0480 X 4 15 10 42 5.10 - 5.30 432-0520 462-0520 6.56 - 6.90++ 432-0663 462-0663 X 2 15 10 42 6.83 - 7.16 432-0690 462-0690 X 3 15 10 42 6 7.05 - 7.40 432-0720 462-0720 X 4 15 10 47 7.40 - 7.73 432-0745 462-0745 X 6 15 10 49 X 2 15 10 45 8.54 - 8.74 432-0863 462-0863 X 3 15 10 45 8.60 - 9.05++ 432-0900 462-0900 8 X 4 15 10 51 8.98 - 9.37 432-0905 462-0905 X 6 15 10 54 9.27 - 9.69 432-0940 462-0940 X 8 21 14 78 X 2 15 10 46 9.83 - 10.25+ 432-1000 462-1000 X 3 15 10 46 10.64 - 10.86 432-1075 462-1075 X 4 15 10 55 10 11.00 - 11.40 432-1110 462-1110 X 6 15 10 60 11.36 - 11.80 432-1140 462-1140 X 8 21 14 72 11.76 - 12.24 432-1200 462-1200 X 10 27 18 132 X 2 15 10 47 12.62 - 12.88 432-1275 462-1275 X 3 15 10 47 12.75 - 13.20++ 432-1300* 462-1300* X 4 15 10 60 12 13.10 - 13.50 432-1320 462-1320 X 6 15 10 64 13.70 - 14.09 432-1392 462-1392 X 8 21 14 90 14.08 - 14.40 432-1420 462-1420 X 10 27 18 138 X 12 30 20 161 X 2 15 10 74 X 3 15 10 74 15.20 - 15.60 432-1530 462-1530 X 4 15 10 80 14 15.80 - 16.20 432-1600 462-1600 X 6 15 10 85 16.38 - 16.78 432-1650 462-1650 X 8 21 14 114 X 10 27 18 150 X 12 30 20 171 X 2 15 10 78 X 3 15 10 78 17.40 - 17.80 432-1740 462-1740 X 4 15 10 78 16 17.75 - 18.15 432-1800 462-1800 X 6 15 10 90 18.58 - 18.98 432-1875 462-1875 X 8 21 14 126 X 10 27 18 163 X 12 30 20 175 X 3 15 10 80 19.30 - 19.70 432-1950 462-1950 X 4 15 10 80 18 19.80 - 20.20 432-1990 462-1990 X 6 15 10 90 21.20 - 21.40 432-2130 432-2130 X 8 21 14 130 X 3 15 10 85 21.40 - 21.80 432-2160 462-2160 X 4 15 10 85 20 21.90 - 22.30 432-2206 462-2206 X 6 15 10 92 22.30 -22.70 432-2250 462-2250 X 8 21 14 136 X 3 15 10 105 23.45 - 23.85 432-2360 462-2360 X 4 15 10 105 24 25.60 - 26.00 432-2580 462-2580 X 6 15 10 125 26.20 - 26.60 432-2632 462-2632 X 8 21 14 150 +NOTE: This size not available with a size on size outlet. ++NOTE: Recommended for IPS PVC, STEEL, C-900 PVC, Ductile Iron Pipe Diameters. Not recommended for Pit Cast Iron Pipe. For oversized or Pit Cast Iron Pipe, see next larger range. *NOTE: Not available in 10†OR 12†outlet sizes For larger sizes and outlets, see JCM 412 Tapping Sleeve or JCM 452 All Stainless Steel Tapping Sleeve. HOW TO ORDER - JCM TAPPING SLEEVES 1. Determine O.D. of pipe. 2. Select proper sleeve O.D. range. 3. Specify catalog number and outlet size. Example: For PVC pipe with 8.63 O.D. with 6†outlet, order: 432-0863 x 6. For carbon steel flange, order 462-0863 x 6. M VALVE BOXES 9! " #$ %ALVE BOX VB-0034 I+,M APPROX WT. 8.06 DETAILS CODE (LBS.) VBST940-8W COMPLETE WATER 34.5 VBST940-8S COMPLETE SEWER 30.5 3.44 WATER 1 1.38 SEWER 8.56 0.44 6 N&' () * - Material - Cast Iron 9.5 Per ASTM A48 Class 30B - Dimensions in Inches 9! " -#$ %ALVE BOX VB-0035 I+,M APPROX WT. 8.06 DETAILS CODE (LBS.) VBST940-18W COMPLETE WATER 42.5 3.44 VBST940-18S COMPLETE SEWER 42.5 VBST940-18T TOP ONLY 30 1 1.38 VBST940L WATER LID 12.5 WATER VBST940LS SEWER LID 12.5 11.88 18 0.31 SEWER N&' () * 6 - Material - Cast Iron Per ASTM A48 Class 30B 9.31 - Dimensions in Inches ® M VALVE BOXES 9. " %/0 %2 345 VB-0036 7.5 1 I+,M APPROX WT. DETAILS CODE (LBS.) VBST950 COMPLETE 55 VBST950L LID 15 VBST950-10T TOP 40 LID 2 12 WATER 7.75 0.63 1 10 6.5 6.75 N&' () * 7.5 - Material - Cast Iron Per ASTM A48 Class 30B TOP - Dimensions in Inches DEEP WELL VALVE BOX BOTTOM VB-0037 5.59 I+,M DETAILS APPROX WT. CODE (L) (LBS.) VBB24DW 24 40 VBB30DW 30 45 0.25 VBB36DW 36 50 VBB42DW 42 55 L 1 8.5 N&' () * - Material - Cast Iron 0.38 7.5 Per ASTM A48 Class 30B 10.13 - Dimensions in Inches ® 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 TUFGripâ„¢ 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 TUFGripâ„¢ 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 MCWANE DUCTILE IRON PIPE Boltless restrained joint systems • Multiple design options available from 3â€â€“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 LENGTHâ€. 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-LOCKâ„¢ BOLTLESS RESTRAINED JOINT PIPE C B A C B A 4â€â€“24†Thrust-Lockâ„¢ 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 30â€â€“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-LOCKâ„¢ 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 6â€â€“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 6â€â€“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. (4â€â€“ 10â€) Lay pipe such that one of the bell slots is accessible. recess. Remove any foreign material or excess paint. Clean the spigot (12â€â€“ 20â€) 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. (24â€â€“ 36â€) 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. (4â€â€“ 10â€) 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. (12â€â€“ 36â€) Insert lower locking segment into a bell slot and slide the segment around the MECHANICAL JOINT pipe. ASSEMBLY INSTRUCTIONS Step 7. (4â€â€“ 10â€) 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. (12â€â€“ 36â€) 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. (4â€â€“ 10â€) 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. (12â€â€“ 36â€) 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. (4â€â€“ 10â€) None. pipe with the gland lip against the gasket. (12â€â€“ 20â€) 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 (24â€â€“ 36â€) 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-LOCKâ„¢ 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 †â€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 ++ â€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. 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, 3â€-12†UL and 3â€-10â€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 2â€â€“ 12â€, 5° and 14â€â€“ 48â€, 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 â— Tyler, Texas 75706 â— (800) 527-8478 Anniston: 1501 W 17th St. â— Anniston, AL 36201 â— (800) 226-7601 Corona: 1001 El Camino Ave. â— Corona, CA 92879 â— (866) 527-8471 62 NON-DOMESTIC PRODUCT SUBMITTAL Current Revisions Apply for all Listed Standards SIZES:…………..…....… 2†through *64†(*Contact Tyler Union for 54â€-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 â— Tyler, Texas 75706 â— (800) 527-8478 Anniston: 1501 W 17th St. â— Anniston, AL 36201 â— (800) 226-7601 Corona: 1001 El Camino Ave. â— Corona, CA 92879 â— (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 2â€â€“ 12†2â€â€“ 12†2â€â€“ 3†3â€â€“ 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 4â€â€“ 12†2â€â€“ 12†4â€â€“ 12†4â€â€“ 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 3â€â€“ 12†2â€â€“ 12†2â€â€“ 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. 9.8 MUELLER® SUPER CENTURION® FIRE HYDRANT Rev. 8-04 Shaded area indicates changes â Super Centurion 250â„¢ 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 200â„¢ 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 200â„¢ 1-way catalog number (approved to ANSI/AWWA C502 Standards)- A-424 4-1/2" main valve opening one way (one pumper nozzle) â 10 year limited warranty on material and workmanship â Meets all applicable parts of ANSI/AWWA C502 Standard â Post type dry barrel design â Dry top design with O-ring sealed oil reservoir â Trafï¬c feature with stainless steel safety stem coupling â 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 â Operating nut available in wide variety of shapes and sizes-open left or right â Field replaceable hose and pumper nozzles â Hose and pumper nozzles have large radius, full flow openings for low friction loss â Contoured shoe is designed for full flow â Dual bronze drain valves provide effective barrel drainage â 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 Utility Pipe Fittings and Accessories MJ Eyebolt(Pigtail) & Starlug ANSI/AWWA C115/A21.15 MJ Eyebolt (Pigtail) GENERAL SPECIFICATIONS • High Strength Low alloy steel per ANSI/ AWWA C111/121.11 • UNC 2A Threads per ASME B1.1 • Eye bolts can be used in place of T-Head bolts • Used on sizes 4" through 24" • Max. Load (per bolt): 7,500 lbs INFORMATION SIZE A B ØC ¾ x 3 ½ 3.50 2.50 0.81 ¾ x 4 4.00 3.00 0.81 ¾ x 4 ½ 4.50 3.50 0.81 ¾ x 5 5.00 4.00 0.81 ¾ x 5 ½ 5.50 4.50 0.81 All dimensions in inches. Starlug GENERAL SPECIFICATIONS • Designed to assist in restraining of mechanical joint fittings, valves, hydrants and pipes by threaded rods. Manufactured with high strength ductile iron per ASTM A 536, Grade 65-45-12 • Designed for use on sizes 4" through 16" • Installed between MJ Bell and MJ Gland Please refer to the chart below for determining the number of Starlugs to be used depending on the pipe size and pipe line working pressure. Packaging: Boxes of 50 each MINIMUM NUMBER OF STARLUGS REQUIRED FOR EACH MJ BELL NOM. PIPE WORKING PRESSURE (PSI)* SIZE 100 125 150 200 225 250 300 325 350 4" 2 2 2 2 2 2 2 2 2 6" 2 2 2 2 3 3 3 4 4 8" 2 2 3 4 4 4 6 6 6 10" 4 4 4 6 6 8 8 8 NR 12" 4 4 6 8 8 8 NR NR NR 14" 5 6 8 10 NR NR NR NR NR 16" 6 8 10 12 NR NR NR NR NR *Pressure ratings include a nominal 2:1 safety factor. NR - Not Recommended UCAT.17.01 ® REGISTERED TRADEMARK OF STAR PIPE PRODUCTS STAR® PIPE PRODUCTS HOUSTON CORPORATE TOLL FREE 1-800-999-3009 FAX 281-558-9000 www.starpipeproducts.com Page 20 March 7, 2017 ROMAC INDUSTRIES, INC. 1-800-426-9341 Service Saddles www.romac.com Painted Saddle with U-Bolt Not recommended for PVC pipe. 101U Saddle Castings: Ductile iron per ASTM A 536, grade 65-45-12, protected with corrosion-resistant paint. Gaskets: NBR per ASTM MBC 610, compounded for water and sewer service. NSF61 Certified. Other compounds available on request. Other compounds available on request. U-bolt, and Nuts: Sizes 1-1/2" through 3", use 1/2" U bolt with heavy hex nuts and 1/2" flat washers, 4" and above use 5/8" U bolt with heavy hex nut and 5/8" flat washers. All sizes are national coarse roll threaded. Steel Material Specificationsmeets AISI C1018 and is electro-galvanized, optional 316 stainless steel also available. Painted Saddle with Stainless Steel Strap Recommended for PVC, asbestos-cement, cast iron and steel pipe. Saddle Castings: Ductile iron per ASTM A-536, grade 65-45-12, protected with corrosion-resistant paint. 101S Strap: Type 304 (18-8) heavy gauge Stainless Steel per ASTM A 240. Straps are two inches wide to spread out clamping forces on the pipe. GMAW and GTAW welds. Passivated for corrosion resistance. Bolts - For sizes 1-1/2" through 3", 1/2" UNC roll thread Type 304 (18-8) Stainless Steel bolts with heavy hex nuts. 4" and above use 5/8" UNC roll thread Type 304 (18-8) Stainless Steel bolts with heavy hex nuts. Rod for bolts are per ASTM A 240 and nuts are per ASTM A 194. All welds fully passivated for enhanced corrosion resistance. Nuts coated to prevent galling. Washers: Stainless steel per ASTM A 240, type 304. Gaskets: NBR per ASTM MBC 610, compounded for water and sewer service. NSF61 Certified. Material SpecificationsOther compounds available on request. Nylon Coated Saddle with Recommended for asbestos-cement, cast iron or PVC pipe in hot or corrosive soils. Stainless Steel Strap Saddle Castings: Ductile iron per ASTM A-536, grade 65-45-12, covered by black nylon fused coat, approx. 10-12 mil thick, with approximate dielectric strength of 1,000 v/mil. Nylon coating is NSF 61 Certified. 101NS Strap: Type 304 (18-8) heavy gauge Stainless Steel per ASTM A 240. Straps are two inches wide to spread out clamping forces on the pipe. GMAW and GTAW welds. Passivated for corrosion resistance. Bolts - For sizes 1-1/2" through 3", 1/2" UNC roll thread Type 304 (18-8) Stainless Steel bolts with heavy hex nuts. 4" and above use 5/8" UNC roll thread Type 304 (18-8) Stainless Steel bolts with heavy hex nuts. Rod for bolts are per ASTM A 240 and nuts are per ASTM A 194. All welds fully passivated for enhanced corrosion resistance. Nuts coated to prevent galling. Washers: Stainless steel per ASTM A 240, type 304. Gaskets: NBR per ASTM MBC 610, compounded for water and sewer service. NSF61 Certified. Material SpecificationsOther compounds available on request. Nylon Coated Saddle with Not recommended for PVC pipe. U-Bolt Saddle Castings: Ductile iron per ASTM A-536, grade 65-45-12, covered by black nylon fused coat, approx. 10-12 mil thick, with approximate dielectric strength of 1,000 v/mil. Nylon coating is NSF 61 Certified. 101NU Gaskets: NBR per ASTM MBC 610, compounded for water and sewer service. NSF61 Certified. Other compounds available on request. Other compounds available on request. U-bolt, and Nuts: Sizes 1-1/2" through 3", use 1/2" U bolt with heavy hex nuts and 1/2" flat washers, 4" and above use 5/8" U bolt with heavy hex nut and 5/8" flat washers. All sizes are national coarse roll threaded. Steel Material Specificationsmeets AISI C1018 and is electro-galvanized, optional 316 stainless steel also available. Bronze Saddle with Bronze Strap Recommended for asbestos-cement, cast iron or PVC pipe in hot or corrosive soils. Saddle Castings: Water works bronze 85-5-5-5. 101B Bronze Strap: Silicon bronze 5/ 8" national coarse roll thread bolts with 2" wide band for “spreading out†clamping force on pipe. Nut-washers are water works bronze 85-5-5-5. Gaskets: NBR per ASTM MBC 610, compounded for water and sewer service. NSF61 Certified. Other compounds available on request. Other compounds available on request. Also available with double strap. Material Specifications 4-2 March 7, 2017 ROMAC INDUSTRIES, INC. Double Strap Service Saddles 1-800-426-9341 www.romac.com Style 202S Style 202NS Painted Saddle with Nylon Coated Stainless Steel Strap Saddle with Stainless Steel Strap 1/ 3 1 1 1 2" I.P, /4" & 1" I.P. or C.C. TAP 1 /4" — 1 /2" — 2" I.P. or C.C. TAP (2 /2" IP ONLY) O.D. NOMINAL APPROX. PIPE CARTON CARTON PIPE SIZE WEIGHT ea. RANGE 202S 202NS QUANTITY 202S 202NS QUANTITY (lbs.) 2" 2.38 - 2.50 1 $95.59 $117.35 10 $103.67 1 $128.66 1 10 3.5 # 3.50 2 95.77 118.38 8 110.03 128.90 8 5.0 # 3" 3.45 - 4.05 2 95.77 118.38 8 110.03 128.90 8 5.0 # 4.00 - 4.50 96.40 118.38 5 110.35 128.90 5 7.5 # 4" 4.50 - 4.80 96.40 118.38 5 110.35 128.90 5 7.5 # 4.50 - 5.40 97.30 118.38 5 110.35 128.90 5 7.5 # 6.00 - 6.63 108.51 136.00 6 122.27 147.72 6 9.0 # 6" 6.63 - 6.90 108.51 136.00 6 122.27 147.72 6 9.0 # 6.63 - 7.60 108.51 136.00 6 122.27 147.72 6 9.0 # 8.00 - 8.63 131.64 158.18 4 151.51 168.60 4 10.0 # 8" 8.63 - 9.05 131.64 158.18 4 151.51 168.60 4 10.0 # 8.63 - 9.80 136.25 158.18 4 151.51 168.60 4 10.0 # 10" 10.00 -11.10 159.92 191.00 4 182.90 205.87 4 11.5 # 11.10 -12.12 159.92 191.00 4 182.90 205.87 4 11.5 # 12" 12.00 -13.20 185.41 222.33 4 211.89 238.11 4 12.5 # 13.20 -14.38 185.41 222.33 3 211.89 238.11 3 12.5 # 14" 15.30 -16.80 221.88 259.10 4 224.47 276.00 4 15.3 # 16" 17.40 -18.90 226.06 304.67 3 253.78 325.66 3 16.0 # 18" 19.50 -21.10 347.60 424.53 3 368.45 445.72 3 18.0 # 20" 21.10 -22.70 389.23 475.24 3 412.68 499.19 3 20.0 # 22" 22.70 -24.30 408.72 499.28 3 433.23 524.16 3 21.0 # 24" 24.30 -25.90 457.82 559.20 3 485.24 587.04 3 23.0 # 26" 25.70 -27.30 462.39 563.78 3 489.82 591.64 3 24.0 # 28" 27.30 -28.90 466.98 568.35 3 494.40 596.22 3 24.5 # 28.90 -30.50 471.56 572.94 3 498.97 600.79 3 25.0 # 30" 30.50 -32.10 476.13 577.52 3 503.56 605.38 3 26.0 # Manufacturer Recommendations: Prices and weights shown are per saddle. Service saddles with U-Bolts are not recommended for use on PVC pipe. 1 202 - 2.50 can accommodate up to 1 1/ 2" I.P. and 1 1/ 2" C.C. 2 202 for 3" nominal size can accommodate up to 2" I.P. and 1 1/ 2" C.C. To Order: Add tap size to the upper range of the saddle. UPPER TAP TYPE STYLE RANGE SIZE THREAD Example: Painted Saddle with Stainless Steel Strap: 202S – 7.60 x 3/ 4" IP Nylon Saddle with Stainless Steel Strap: 202NS – 7.60 x 3/ 4" IP 4-4A 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 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 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 70 Series Coppersetter - (VBH77-xxHB-11-77-NL style) ANGLE BALL VALVE BY ANGLE CHECK VALVE (2" METER) WITH HIGH BY-PASS FEMALE IRON PIPE THREAD INLET AND OUTLET 17" Meter Spacing Angle Ball Meter Valve Angle Check Valve Meter Support Bracket High By-Pass Height 2" Copper Tube 1-1/4" FIP Inlet FIP Outlet Brace Eye 28-3/4" SERVICE LINE CONNECTION APPROX. ✓ SUBMITTED HEIGHT CATALOG NUMBER FIP INLET FIP OUTLET WT. LBS. ITEM(S) 12" 33 VBH77-12HB-11-77-NL 15" 34 VBH77-15HB-11-77-NL 18" 35 VBH77-18HB-11-77-NL 2" 2" 21" 35 VBH77-21HB-11-77-NL 24" 36 VBH77-24HB-11-77-NL 27" 36 VBH77-27HB-11-77-NL 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 • 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) • Constructed with Type K Copper and conforms to ASTM B-88, Copper Alloy #122 • All Ford Meter Setters are assembled with lead-free solder • Bracing Eyes are standard • Meter Support Brackets are standard 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 12/12/13 Water Heavywall 1730BCF 12†BODY: Material: HDPE 3 4 in 1 2 in Model: 17†x 30†17 20 in Weight: 25 lbs 303 4 Wall Type: Straight in 31 2 Mouseholes: 0-4 3 Performance: ANSI/SCTE-77 Tier 8, WUC 3.6, ASTM C857 A-8, Exceeds 20,000 lb minimum load failure 12†in 2 in 25 1 9 in 2 6 in 1 18†BODY: Material: HDPE Model: 17†x 30†Weight: 33 lbs DIMENSIONS AT BOTTOM OF BOX ARE THE SAME FOR 12" AND 18" DEPTHS Wall Type: Straight Mouseholes: 0-4 3 4 in 1 2 in Performance: ANSI/SCTE-77 Tier 8, WUC 3.6, 17 20 ASTM C857 A-8, Exceeds 20,000 lb in 303 4 minimum load failure in 331 2 18†in 2 in 25 1 9 in Medium Duty: 2 Non-deliberate Traffic 6 in 1 For use in non-vehicular traffic situations only. Actual load rating is determined by the D*Cover comes standard with permanent markings for manufacturer, load rating, model size and manufacturing location.IMENSIONS AT BOTTOM OF BOX ARE THE SAME FOR 12" AND 18" DEPTHS box and cover combination. Weights and dimensions may vary slightly Contact your Oldcastle Enclosure Solutions Distribution Center for speciï¬ c information and additional options. 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 Speciï¬ 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 CU HDPE 30 MIL TRACER WIRE Copper Tracer Wire • 30 Volts • Oxygen Free Copper Conductor • Dead Soft Annealed High Molecular Weight Polyethylene (HMWPE) Insulation • Direct Burial Rated Moisture, Chemical, Oil, and Sunlight Resistant • Impact, Crush, and Abrasion Resistant RoHS Compliant • Made in the USA TRACER WIRE Applications and Information • Pro-Line Type CU HDPE 30 MIL conductors are used for tracer wire applications not exceeding 30 Volts. Tracer wire is used to conductively locate buried utility lines for the gas, water, sewer, telecommunication, and electrical markets. • When used as Type CU HDPE 30 MIL, conductor is suitable for use direct burial ap- plications not locations at temperatures not to exceed 75°C. • Tracer wire is RoHS Compliant and manufacturered in the USA. Standards and References Pro-Line Type CU HDPE 30 MIL conductors meets or exceeds all applicable ASTM specifica- tions, requirements of the National Electrical Code. • ASTM B-3: Standard Specification for Soft or Annealed Copper Wire • ASTM B170: Standard Specification for Oxygen-Free Electrolytic Copper • ASTM D1248: Standard Specification for Polyethylene Plastics Extrusion Materials for Wire and Cable • ASTM D1238: Standard Test Method for Melt Flow Rates of Thermoplastics by Extru- sion Plastometer Construction • Pro-Line Type CU HDPE 30 MIL copper conductors are annealed copper (soft drawn), insulated with a high-density, high molecular weight polyethylene (HDPE) insula- tion. HDPE provides an excellent balance of surface smoothness, processing ease and electrical consistency. HDPE provides superior strength against underground elements that help prevent accidental breaks caused buy rocks in shifting soil condi- tions. • Available in black, blue, green, orange, purple, red, white, and yellow. Some colors standard, some subject to economic order quantity. Specifications TYPE: CU HDPE 30 MIL TRACER WIRE Tracer wire shall be a (14, 12 or 10 AWG SOLID HDPE 30 MIL) copper conductor with a 30 mil thick, high-density, high molecular weight polyethylene (HDPE) insulation and rated for 30 volts. Insulation and jacket shall be RoHS compliant CU HDPE 30 MIL and utilize virgin grade material. Insulation color shall meet the APWA color code standard for identification of buried utilities. Tracer wire shall be Pro-Line Safety Products or approved equal and made in the USA. PRO-TRACE â„¢ is a registered trademark of Pro-Pak Industries, Inc. CU HDPE 30 MIL Tracer Wire (Weights, Measurements, and Packaging) WE IGHT S, ME ASURE ME NT S AND P A CKA GING APPROX. WEIGHT CONDUCTOR INSULATION NOMINAL PER 1,000 FT (lbs) PRODUCT STANDARD THICKNESS O.D. PART NO. (HDPE) (inches) COPPER PRODUCT PACKAGES SIZE (AWG) STRANDING WEIGHT/MFT WEIGHT/MFT CU HDPE 30 MIL (SOLID) TRACER WIRE 74003XXXX 14 AWG SOLID 0.030†(30 MIL) 0.127†12.400 lbs 16.125 lbs 32, 47 74004XXXX 12 AWG SOLID 0.030†(30 MIL) 0.144†19.500 lbs 23.800 lbs 32, 47 74005XXXX 10 AWG SOLID 0.030†(30 MIL) 0.165†30.996 lbs 37.900 lbs 32, 47 74006XXXX 8 AWG SOLID 0.030†(30 MIL) 0.189†49.975 lbs 59.000 lbs 32, 47 CU HDPE 30 MIL (STRANDED) TRACER WIRE 74008XXXX 14 AWG 7-STRAND 0.030†(30 MIL) 0.133†12.600 lbs 16.700 lbs 32, 47 74010XXXX 12 AWG 7-STRAND 0.030†(30 MIL) 0.152†19.600 lbs 24.760 lbs 32, 47 74012XXXX 10 AWG 7-STRAND 0.030†(30 MIL) 0.176†31.136 lbs 37.500 lbs 32, 47 TRACER WIRE 74014XXXX 8 AWG 7-STRAND 0.030†(30 MIL) 0.206†49.824 lbs 61.060 lbs 32, 47 PART # DESIGNATION (AWG & COLOR) PART # DESIGNATION (PACKAGE SIZE) 14 AWG 12 AWG 10 AWG 8 AWG COLOR SIZE PACKAGING TYPE PART NO. SOLID SOLID SOLID SOLID BLACK 7400301xx 7400401xx 7400501xx 7400601xx 14 AWG 4 x 500 FT REEL CARTON xxxxxxx32 BLUE 7400302xx 7400402xx 7400502xx 7400602xx SOLID 1 x 2500 FT REEL BULK REEL xxxxxxx47 GREEN 7400305xx 7400405xx 7400505xx 7400605xx 12 AWG 4 x 500 FT REEL CARTON xxxxxxx32 ORANGE 7400306xx 7400406xx 7400506xx 7400606xx SOLID 1 x 2500 FT REEL BULK REEL xxxxxxx47 PURPLE 7400308xx 7400408xx 7400508xx 7400608xx 10 AWG 2 x 500 FT REEL CARTON xxxxxxx32 RED 7400309xx 7400409xx 7400509xx 7400609xx SOLID 1 x 2500 FT REEL BULK REEL xxxxxxx47 WHITE 7400311xx 7400411xx 7400511xx 7400611xx 8 AWG 1 x 500 FT REEL BULK REEL xxxxxxx32 YELLOW 7400312xx 7400412xx 7400512xx 7400612xx SOLID 1 x 2500 FT REEL BULK REEL xxxxxxx47 14 AWG 12 AWG 10 AWG 8 AWG 14 AWG 4 x 500 FT REEL CARTON xxxxxxx32 COLOR STRND STRND STRND STRND STRANDED 1 x 2500 FT REEL BULK REEL xxxxxxx47 BLACK 7400801xx 7401001xx 7401201xx 7401401xx 12 AWG 4 x 500 FT REEL CARTON xxxxxxx32 BLUE 7400802xx 7401002xx 7401202xx 7401402xx STRANDED 1 x 2500 FT REEL BULK REEL xxxxxxx47 GREEN 7400805xx 7401005xx 7401205xx 7401405xx 10 AWG 2 x 500 FT REEL CARTON xxxxxxx32 ORANGE 7400806xx 7401006xx 7401206xx 7401406xx STRANDED 1 x 2500 FT REEL BULK REEL xxxxxxx47 PURPLE 7400808xx 7401008xx 7401208xx 7401408xx 8 AWG 1 x 500 FT REEL BULK REEL xxxxxxx32 RED 7400809xx 7401009xx 7401209xx 7401409xx STRANDED 1 x 2500 FT REEL BULK REEL xxxxxxx47 WHITE 7400811xx 7401011xx 7401211xx 7401411xx YELLOW 7400812xx 7401012xx 7401212xx 7401412xx CU HDPE 30 MIL PRO-LINE SAFETY PRODUCTS COMPANY 1099 ATLANTIC DRIVE, UNIT 1 • WEST CHICAGO, IL 60185 TOLL FREE: 800.554.3424 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) 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) 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) CB SEWER SADDLE SEWER SADDLE SUBMITTAL INFORMATION * Patent #4494780 MATERIALS CASTING spread out clamping forces on the pipe. M.I.G. and The saddle body is cast from ductile (nodular) iron, T.I.G welds. Passivated for corrosion resistance. meeting or exceeding ASTM A 536, Grade 65-45-12. BOLTS AND NUTS GASKET Type 304 (18-8) Stainless Steel, passivated for resistance Gasket is made from virgin Styrene Butadiene Rubber to corrosion. 1/2" National Coarse roll thread. Nuts (SBR) compounded for water and sewer service in ac- coated to prevent galling. cordance with ASTM D 2000 MBA 710. COATINGS PIPE STOP Shop coat applied to cast parts for corrosion protection A pipe stop is molded into the inside wall of the gasket. in transit. Fusion bonded epoxy, liquid epoxy and other This pipe stop can hold up to 1000 lbs of force along coatings available on request. the branch. WASHERS STRAP Acetyl and stainless steel washers are used to reduce Type 304 (18-8) Stainless Steel, 3 1/2 inches wide to friction. PRESSURE Designed for sewer service, the Style CB saddle will hold a 7 psi air test when properly installed on a pipe within the correct outside diameter range. DEFLECTION When the CB saddle is installed properly the branch can accommodate up to 3 degrees of deflection. 1/17 SIZES See catalog. Document # 20-8-0011 This information is based on the best data available at the date printed above. Please check with Romac for any updates or changes. www.romac.com 21919 20th Avenue SE • Suite 100 • Bothell, WA 98021 Phone (425) 951-6200 • 1-800-426-9341 • Fax (425) 951-6201 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 Original Gripper® PNEUMATIC PLUGS Cherne’s Gripper plugs can be used in a variety of applications including DWV (drain, waste and vent) testing and stack testing. End-of-Pipe design won’t fall in, whereas the Inside-of-Pipe design allows you to locate the plug inside the pipe as far as you need. Time tested, the Gripper® remains one of the most popular mechanical plugs on the market. Original Gripper® Plug Features: • Ideal for sewer testing and long-term applications • Made with glass-reinforced ABS plastic MECHANICAL PLUGS• End-of-pipe design seals only at the end of a pipe • Inside-of-pipe design seals inside pipe as far as needed Equipped with: • Easy-to-install extra large zinc wing nut – won’t rust • Natural rubber o-ring • Galvanized carriage bolt to prevent corrosion DEFLECTION GAUGESEnd-of-Pipe Gripper® plug Inside-of-Pipe Gripper® plug TESTING EQUIPMENT End-of-Pipe Gripper Part Number Nominal Size Usage Range Maximum Back Pressure Length Product Weight 270210 1 1/2" (40 mm) 1.48"-1.65" (39-42 mm) 17 psi (1,2 bar) 40 ft. (12 M) 1.75" (44.5 mm) 0.13 lbs (0.05 kg) 270229 2" (50 mm) 1.9"-2.17" (49-55 mm) 17 psi (1,2 bar) 40 ft. (12 M) 1.87" (47.5 mm) 0.19 lbs (0.09 kg) 270237 3" (75 mm) 2.8"-3.1" (71-79 mm) 17 psi (1,2 bar) 40 ft. (12 M) 2.5" (63.5 mm) 0.375 lbs (0.16 kg) 270245 4" (100 mm) 3.8"-4.06" (96-103 mm) 17 psi (1,2 bar) 40 ft. (12 M) 2.5" (63.5 mm) 0.5 lbs (0.23 kg) 270261 6" (150 mm) 5.77"-6.08" (147-154 mm) 17 psi (1,2 bar) 40 ft. (12 M) 3.75" (95.3 mm) 2.5 lbs (1.14 kg) TOOLS & ACCESSORIES270270 8" (200 mm) 7.7"-8.03" (196-204 mm) 17 psi (1,2 bar) 40 ft. (12 M) 3.75" (95.3 mm) 3 lbs (1.37 kg) Inside-of-Pipe Gripper Part Number Nominal Size Usage Range Maximum Back Pressure Length Product Weight 270296 4" (100 mm) 3.8"-4.06" (96-103 mm) 17 psi (1,2 bar) 40 ft. (12 M) 2.5" (63.5 mm) .5 lbs (0.23 kg) 270253 6" (150 mm) 5.77"-6.08" (147-154 mm) 17 psi (1,2 bar) 40 ft. (12 M) 3.75" (95.3 mm) 2.5 lbs (1.14 kg) 270288 8" (200 mm) 7.7"-8.03" (196-204 mm) 17 psi (1,2 bar) 40 ft. (12 M) 3.75" (95.3 mm) 3 lbs (1.37 kg) TECHNICAL DATA 26 800.843.7584 www.cherneind.com #! #! ! !" PRODUCT SPECIFICATIONS DETECTABLE MARKING TAPE PRODUCT TYPE: Detectable Marking Tape DESCRIPTION: Christy’sâ„¢ Detectable Marking Tape provides for easy buried pipeline detection and below ground identification and warning. The tape can be located below ground with a non- ferrous metal detector, when buried at the proper depths. We recommend bury depths of: TAPE WIDTH 2†3†6†12†or wider TAPE BURY DEPTH 6†- 18†6†- 28†6†- 36†6†- 36†SPECIFICATIONS & INDUSTRY LISTINGS: Christy’sâ„¢ Detectable Tape Must Be Buried Flat For Maximum Detectability and Line Protection. Christy’sâ„¢ DETECTABLE marking tape shall consist of a minimum 5.0 mil (0.0050â€) overall thickness; five-ply composition; ultra-high molecular weight; 100% virgin polyethylene; acid, alkaline and corrosion resistant. Elongation properties shall be in accordance with ASTM D882-80A and shall be: 80% MD and 135%TD. The tape shall have a minimum 20 gauge (0.0020â€) solid aluminum foil core, adhered to a 2.55 mil (0.00255â€) polyethylene backing. Tape color and legend combination shall be in accordance with A.P.W.A. or local requirements. The color shall be ___________. The legend shall read____________ _____. The tape printing shall be buried beneath the top protective layer. The tape tensile strength shall be in accordance with ASTM D882-80A and be not less than 7,800 PSI. The tape shall remain flexible as measured by ASTM D671-76 pliable hand value. Tape width shall be _______. (For best results we recommend a tape width at least 3/4 of the diameter of the pipeline being protected. A 4†diameter line would use 3†or wider tape for optimum protection). Standard widths are 2â€,3â€,6â€,12†and 24â€. The tape shall be manufactured by T. Christy Enterprises, Inc. (800-258-4583).The model number shall be _________________ (TA-DT-XX-XXX). (See model number designations on the following page). ©T. Christy Enterprises October 2003 T. Christy Enterprises, Inc., 655 E. Ball Road, Anaheim, CA 92805-5910 • 800-BLU-GLUE • (714) 507-3300 • FAX (714) 507-3310 Special and Custom Legends: Christy’sâ„¢ also offers a full range of non-standard legend/color combinations in addition to the combinations listed below, including specialty applications such as Telemetry, Irrigation and additional water line wording. All standard combinations listed are available in at least one color/width combination. We also offer specific agency legends, designations or color combinations. Custom legends can also include the use of specific wording, insignias and phone numbers. Call our product specialists with your unique requirements. Standard Color/Legend Combinations Color Legend Suffix Blue Caution Irrigation Line Buried Below BI Blue Caution Non-Potable Water Line Buried Below BNP Blue Caution Potable Water Line Buried Below BPW Blue Caution Water Line Buried Below BW Brown Caution Force Main Buried Below BFM Brown Caution Sludge Line Buried Below BSL Green Caution Force Main Buried Below GFM Green Caution Irrigation Line Buried Below GI Green Caution Non-Potable Line Buried Below GNP Green Caution Potable Line Buried Below GPW Green Caution Raw Water Line Buried Below GRAW Green Caution Sewer Line Buried Below GS Green Caution Storm Drain Buried Below GSTDR Orange Caution Fiber Optic Line Buried Below OFO Orange Caution Telephone Line Buried Below OT Purple Caution Recycled/Reclaimed Water Line Buried Below PRW Purple Caution Bilingual Reclaimed Water Line Buried Below PBI Red Caution Electric Line Buried Below RE Red Caution Fire Line Buried Below RF Red Danger Do Not Enter (above or below ground) DNG Yellow Caution Caution Caution(above or below ground) CTN Yellow Caution Gas Line Buried Below YG NOTE: Not All Widths Are Available As Standard For The Above Stock Color/Legend Combinations In De- tectable tape. Consult T. Christy for Stock Availability Of Specific Products. Non-Stock Combinations Will Be Considered Special Orders And Subject To Minimum Requirements. Model Number Designations EX: TA-DT-2-PRW (2†Detectable Purple Reclaimed Water) TA-DT-XX-XXX Legends BI-Bilingual Reclaimed CTN - Caution DNG - Danger Width of Tape Color E-Electric (2â€,3â€,6â€,12â€, B-Blue F-Fire 24†or Custom) R-Red FM-Force Main G-Green FO-Fiber Optic BR-Brown G-Gas P-Purple I-Irrigation Y-Yellow NPW-Non-Potable Water PW-Potable Water W-White RAW-Raw Water O-Orange RW-Reclaimed Water S-Sewer SL-Sludge STDR-Storm Drain T-Telephone TT-Telemetry W-Water 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 Shope Concrete 1618 E. Main Ave Puyallup, WA 98372 January 1, 202 CERTIFICATE OF COMPLIANCE This is to certify that the HCC GASKETS manufactured by BestFitt Products LLC., Puyallup, Washington, meet or exceed the Specification requirements of ASTM C 361 and ASTM C 443 for standard rubber gaskets, ASTM C 1619, Class A and C for rubber gaskets, CSA A257.3-03, and AASHTO M-198, Type A for rubber gaskets. Gasket Specifications: 48â€MH Gaskets,138.5†mcl, 997 cc 54â€MH Gaskets,176†mcl 1267 cc 60â€MH Gaskets, 193.0†mcl 1389 cc 72â€MH Gaskets, 211†mcl 1579 cc 84â€MH Gaskets,1.0625 Dia, 218.0†mcl, 3167 cc 96â€MH Gaskets, 275.1†mcl, 2338 cc This certification does not guarantee any field application or testing performance criteria. These criteria are controlled by product dimensions and tolerances, as well as field installation conditions and techniques, which are outside of the control of the manufacturer. Sincerely, BestFitt Products LLC Jack Curry Manager Delivering Reliability TYPE 1 CATCH BASIN and RISER WSDOT SP# B-5.20-01 Items Shown Are Subject To Change Without Notice Issue Date: August 2012 139 ©2003-2012 Oldcastle Precast, Inc. Mailing Address Phone: 800-892-1538 PO Box 588 Fax: 253-735-4201 opauburn.com Auburn, WA 98071 Email: opauburn@oldcastle.com NOTES: WSDOT STD. B2A, APWA #49 OLYMPIC FOUNDRY INC. 20" X 24" REVERSIBLE LOCKING FRAME & GRATE MATL: Frame; Cast Iron ASTM A48 CL30, Grate; Ductile Iron ASTM A536 CL 80- RATING: H-20 PART NO. SM60 D/T 55-06 APPROX WT: Frame 160 Lbs, Grate 110 Lbs REV: A DATE: 6/23/2003 New border REV A DOCUMENT APPROVED DWN: CL DATE: 6/23/2003 TOLERANCE REV: DATE: XX +- .1 BY: DATE: XXX +- .06 CHKD: CL DATE: 6/23/2003 DWG #: SM60 DIAG DT SCALE: N/A SHEET: 1 OF 1 XXXX +- .030 < +- 2 DEG We put water in its place GRATES: STANDARD, DECORATIVE & METAL Round Grates (continued) 14 3â„ Pkg. Wt. Ea. Product 16" Part No. Description Color Qty. lbs. Class Speciï¬ cations 1240 12" Round Grate Black 6 2.44 10ND 12" Round Structural 1â„ 2" Foam Polyoleï¬ n Grate with 3 5â„ 1250 12" Round Grate Green 6 2.44 10ND 8" UV inhibitor. Open surface 1260 12" Round Grate Gray 6 2.44 10ND area 46.00 square inches. 11 5â„ 140.72 GPM. 8" 11 3â„ Fits 12" Sewer and Drain Pipe, 12" Corrugated Pipe. 4" 9â„ 16" Grate Opening (see page 72). 17" Pkg. Wt. Ea. Product Part No. Description Color Qty. lbs. Class Speciï¬ cations 1â„ 2" 1511 15" Round Grate Black 6 6.89 10ND 15" Round Structural 4 1â„ Foam Polyoleï¬ n Grate with 2" 1512 15" Round Grate Green 6 6.89 10ND UV inhibitor. Open surface Fits 15" Sewer and Drain Pipe & Fittings, 15" Corrugated Pipe. area 85.60 square inches. 14 7â„ 8" 261.86 GPM. 11â„ 4" Grate Opening (see page 72). Atrium Grates 1 3â„ 8" Pkg. Wt. Ea. Product 1â„ 4" Grate Part No. Description Color Qty. lbs. Class Speciï¬ cations Openings 270 2" Atrium Grate Gray 20 0.10 10ND Flat-Top PVC Atrium Grate 2 7â„ 8" with UV inhibitor. Open 1 1â„ surface area 4.00 square DRAINAGE 4" Fits 2" Schedule 40 Fittings. inches. 12.24 GPM. 3â„ 2 8" Pkg. Wt. Ea. Product 2 1â„ 4" Part No. Description Color Qty. lbs. Class Speciï¬ cations 1â„ 4" Grate Openings 70 3" Atrium Grate Green 20 0.16 10ND Flat-Top Structural Foam Polyoleï¬ n Atrium Grate 72 3" Atrium Grate Gray 20 0.16 10ND 11 with UV inhibitor. Open 3 â„16" 74 3" Atrium Grate Black 20 0.16 10ND surface area 9.40 square 1 23â„ 32" inches. 28.76 GPM. 74S 3" Atrium Grate Sand 20 0.16 10ND 2 7â„ Fits 3" Sewer and Drain Pipe & Fittings, 3" Corrugated Pipe, and 3" Triple Wall Pipe. 8" 2 3â„ 4" 1â„ Pkg. Wt. Ea. Product 4" Grate Openings Part No. Description Color Qty. lbs. Class Speciï¬ cations 75 4" Atrium Grate Green 20 0.21 10ND Flat-Top Structural Foam Polyoleï¬ n Atrium Grate 4 7â„ 76 4" Atrium Grate Gray 20 0.21 10ND 16" with UV inhibitor. Open 7 78 4" Atrium Grate Black 20 0.21 10ND surface area 17.00 square 1 â„8" inches. 52.01 GPM. 78S 4" Atrium Grate Sand 20 0.21 10ND 3â„ 4 16" Fits 4" Sewer and Drain Pipe & Fittings, 4" Corrugated Pipe, and 4" Triple Wall Pipe. 3 7â„ Pkg. Wt. Ea. Product 8" 1 Part No. Description Color Qty. lbs. Class Speciï¬ cations â„4" Grate Openings 80 6" Atrium Grate Green 10 0.62 10ND Flat-Top Structural Foam Polyoleï¬ n Atrium Grate 81 6" Atrium Grate Gray 10 0.62 10ND 5 3â„ with UV inhibitor. Open 4" 90 6" Atrium Grate Black 10 0.62 10ND surface area 28.40 square 13â„ inches. 86.88 GPM. 2 16" 90S 6" Atrium Grate Sand 10 0.62 10ND Fits Spee-D® Basin, 6" Sewer and Drain Pipe & Fittings, 6" Corrugated Pipe. 3â„ 5 4" 44 Product Catalog *(1) Adapters can be mounted on any angle 0° to 359°. To determine minimum angle between adapters please see chart on page (1). **(2) Maximum recommended overall height 10’ (see pg. 23 for detailed explanation) 9 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 JCM 432 All Stainless Steel Tapping Sleeve JCM 462 Stainless Steel Tapping Sleeve with Carbon Steel Flange EXTRA BOLTING POWER...The true tapping sleeve design of this sleeve incorporates replaceable, self-aligning bolts, which facilitate conversion of high bolt torques to high gasket pressure, can be torqued to 125 ft. lbs. This increases gasket sealing pressure and pressure holding capability. FULL CIRCUMFERENTIAL SEAL...The extra bolting power assures the gasket will seal the full circumference of the pipe. This provides insurance against beam breaks in size on size taps. Molded in recessed bridge plate assures even gasket pressure throughout the range of the sleeve. STRONGER YET LIGHTER THAN CAST SLEEVES...Extra strength eliminates possible cracking of the sleeve or flange. Reduced weight speeds installation and reduces the load placed on the pipe. EXTRA WIDE FOR SUPPORT AND STABILITY...Extra width and heavier neck and body material provide extra reinforcement of the outlet and extra stability during the tapping process. JCM 432 - All stainless construction provides extra corrosion resistance. The stainless steel flange, outlet and body join as one unit of similar metals for highest structural strength and corrosion resistance. JCM 462 - Stainless steel body/neck construction joins with a strong, economical carbon steel flange. Coated steel flange is to AWWA C207, Class D standard with recess for tapping alignment. Sleeve pressure rating with standard stainless steel flange: Sleeves 4" - 24" nominal pipe sizes: 150 PSI working pressure, per ANSI/AWWA C228 Class SD Sleeve pressure rating with optional ANSI stainless steel flange: Sleeves 4" - 12" nominal pipe sizes: 250 PSI working pressure, hydrostatic test pressure of 300 PSI. Sleeves 14" - 24" nominal pipe sizes: 200 PSI working pressure, hydrostatic test pressure of 250 PSI MATERIAL SPECIFICATIONS - JCM 432 and 462 TAPPING SLEEVES: Body: Stainless Steel, 18-8 Type 304 Bolts: Stainless Steel, Type 304 Branch Outlet: Schedule 10 Stainless Steel Pipe Gasket: Full circumferential gasket compounded for use with water, salt solutions, mild acids, bases and sewage. 432 Flange: 18-8 Type 304 Stainless Steel per ANSI/AWWA C228 Class SD. ANSI 150lb. Drilling, recessed for tapping valve per MSS-SP 60. 462 Flange: AWWA C207 Class D, ANSI 150lb. Drilling, recessed for tapping valve MSS-SP60. JCM Tapping Sleeves meet or exceed the ANSI/AWWA C-223 and the MSS-SP 124 Standards as applicable. JCM 432 & 462 STAINLESS STEEL TAPPING SLEEVE DIMENSIONS FLANGE SIZE A B C D E F 2 15 5 3-1/32 2.16 10 5/8 3 15 5-1/8 4-1/32 3.26 10 5/8 4 15 5-1/4 5-1/32 4.26 10 5/8 6 15 5-3/8 7-1/32 6.35 10 5/8 8 21 5-3/8 9-1/32 8.32 14 5/8 10 27 5-3/8 11-1/16 10.42 18 5/8 12 30 5-3/8 13-1/16 12.39 20 5/8 Stainless Steel Tapping Sleeve - Full Circumferential Gasket - Flanged Outlet JCM 432 Stainless Steel Flanged Outlet JCM 462 Carbon Steel Flanged Outlet NOM. MODEL 432 MODEL 462 SLEEVE WIDTH NUMBER APPR. PIPE STAINLESS STEEL CARBON STEEL OUTLET O.D. RANGE OF OF WT. EA. SIZE FLANGE FLANGE SIZES (IN.) SLEEVE BOLTS LBS (IN.) CATALOG NUMBER CATALOG NUMBER 4.40 - 4.60 432-0450 462-0450 X 2 15 10 38 4.50 - 4.80 432-0465 462-0465 4 X 3 15 10 40 4.74 - 5.00 432-0480 462-0480 X 4 15 10 42 5.10 - 5.30 432-0520 462-0520 6.56 - 6.90++ 432-0663 462-0663 X 2 15 10 42 6.83 - 7.16 432-0690 462-0690 X 3 15 10 42 6 7.05 - 7.40 432-0720 462-0720 X 4 15 10 47 7.40 - 7.73 432-0745 462-0745 X 6 15 10 49 X 2 15 10 45 8.54 - 8.74 432-0863 462-0863 X 3 15 10 45 8.60 - 9.05++ 432-0900 462-0900 8 X 4 15 10 51 8.98 - 9.37 432-0905 462-0905 X 6 15 10 54 9.27 - 9.69 432-0940 462-0940 X 8 21 14 78 X 2 15 10 46 9.83 - 10.25+ 432-1000 462-1000 X 3 15 10 46 10.64 - 10.86 432-1075 462-1075 X 4 15 10 55 10 11.00 - 11.40 432-1110 462-1110 X 6 15 10 60 11.36 - 11.80 432-1140 462-1140 X 8 21 14 72 11.76 - 12.24 432-1200 462-1200 X 10 27 18 132 X 2 15 10 47 12.62 - 12.88 432-1275 462-1275 X 3 15 10 47 12.75 - 13.20++ 432-1300* 462-1300* X 4 15 10 60 12 13.10 - 13.50 432-1320 462-1320 X 6 15 10 64 13.70 - 14.09 432-1392 462-1392 X 8 21 14 90 14.08 - 14.40 432-1420 462-1420 X 10 27 18 138 X 12 30 20 161 X 2 15 10 74 X 3 15 10 74 15.20 - 15.60 432-1530 462-1530 X 4 15 10 80 14 15.80 - 16.20 432-1600 462-1600 X 6 15 10 85 16.38 - 16.78 432-1650 462-1650 X 8 21 14 114 X 10 27 18 150 X 12 30 20 171 X 2 15 10 78 X 3 15 10 78 17.40 - 17.80 432-1740 462-1740 X 4 15 10 78 16 17.75 - 18.15 432-1800 462-1800 X 6 15 10 90 18.58 - 18.98 432-1875 462-1875 X 8 21 14 126 X 10 27 18 163 X 12 30 20 175 X 3 15 10 80 19.30 - 19.70 432-1950 462-1950 X 4 15 10 80 18 19.80 - 20.20 432-1990 462-1990 X 6 15 10 90 21.20 - 21.40 432-2130 432-2130 X 8 21 14 130 X 3 15 10 85 21.40 - 21.80 432-2160 462-2160 X 4 15 10 85 20 21.90 - 22.30 432-2206 462-2206 X 6 15 10 92 22.30 -22.70 432-2250 462-2250 X 8 21 14 136 X 3 15 10 105 23.45 - 23.85 432-2360 462-2360 X 4 15 10 105 24 25.60 - 26.00 432-2580 462-2580 X 6 15 10 125 26.20 - 26.60 432-2632 462-2632 X 8 21 14 150 +NOTE: This size not available with a size on size outlet. ++NOTE: Recommended for IPS PVC, STEEL, C-900 PVC, Ductile Iron Pipe Diameters. Not recommended for Pit Cast Iron Pipe. For oversized or Pit Cast Iron Pipe, see next larger range. *NOTE: Not available in 10†OR 12†outlet sizes For larger sizes and outlets, see JCM 412 Tapping Sleeve or JCM 452 All Stainless Steel Tapping Sleeve. HOW TO ORDER - JCM TAPPING SLEEVES 1. Determine O.D. of pipe. 2. Select proper sleeve O.D. range. 3. Specify catalog number and outlet size. Example: For PVC pipe with 8.63 O.D. with 6†outlet, order: 432-0863 x 6. For carbon steel flange, order 462-0863 x 6. M VALVE BOXES 9! " #$ %ALVE BOX VB-0034 I+,M APPROX WT. 8.06 DETAILS CODE (LBS.) VBST940-8W COMPLETE WATER 34.5 VBST940-8S COMPLETE SEWER 30.5 3.44 WATER 1 1.38 SEWER 8.56 0.44 6 N&' () * - Material - Cast Iron 9.5 Per ASTM A48 Class 30B - Dimensions in Inches 9! " -#$ %ALVE BOX VB-0035 I+,M APPROX WT. 8.06 DETAILS CODE (LBS.) VBST940-18W COMPLETE WATER 42.5 3.44 VBST940-18S COMPLETE SEWER 42.5 VBST940-18T TOP ONLY 30 1 1.38 VBST940L WATER LID 12.5 WATER VBST940LS SEWER LID 12.5 11.88 18 0.31 SEWER N&' () * 6 - Material - Cast Iron Per ASTM A48 Class 30B 9.31 - Dimensions in Inches ® M VALVE BOXES 9. " %/0 %2 345 VB-0036 7.5 1 I+,M APPROX WT. DETAILS CODE (LBS.) VBST950 COMPLETE 55 VBST950L LID 15 VBST950-10T TOP 40 LID 2 12 WATER 7.75 0.63 1 10 6.5 6.75 N&' () * 7.5 - Material - Cast Iron Per ASTM A48 Class 30B TOP - Dimensions in Inches DEEP WELL VALVE BOX BOTTOM VB-0037 5.59 I+,M DETAILS APPROX WT. CODE (L) (LBS.) VBB24DW 24 40 VBB30DW 30 45 0.25 VBB36DW 36 50 VBB42DW 42 55 L 1 8.5 N&' () * - Material - Cast Iron 0.38 7.5 Per ASTM A48 Class 30B 10.13 - Dimensions in Inches ® 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 TUFGripâ„¢ 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 TUFGripâ„¢ 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 MCWANE DUCTILE IRON PIPE Boltless restrained joint systems • Multiple design options available from 3â€â€“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 LENGTHâ€. 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-LOCKâ„¢ BOLTLESS RESTRAINED JOINT PIPE C B A C B A 4â€â€“24†Thrust-Lockâ„¢ 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 30â€â€“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-LOCKâ„¢ 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 6â€â€“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 6â€â€“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. (4â€â€“ 10â€) Lay pipe such that one of the bell slots is accessible. recess. Remove any foreign material or excess paint. Clean the spigot (12â€â€“ 20â€) 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. (24â€â€“ 36â€) 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. (4â€â€“ 10â€) 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. (12â€â€“ 36â€) Insert lower locking segment into a bell slot and slide the segment around the MECHANICAL JOINT pipe. ASSEMBLY INSTRUCTIONS Step 7. (4â€â€“ 10â€) 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. (12â€â€“ 36â€) 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. (4â€â€“ 10â€) 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. (12â€â€“ 36â€) 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. (4â€â€“ 10â€) None. pipe with the gland lip against the gasket. (12â€â€“ 20â€) 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 (24â€â€“ 36â€) 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-LOCKâ„¢ 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 †â€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 ++ â€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. 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, 3â€-12†UL and 3â€-10â€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 2â€â€“ 12â€, 5° and 14â€â€“ 48â€, 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 â— Tyler, Texas 75706 â— (800) 527-8478 Anniston: 1501 W 17th St. â— Anniston, AL 36201 â— (800) 226-7601 Corona: 1001 El Camino Ave. â— Corona, CA 92879 â— (866) 527-8471 62 NON-DOMESTIC PRODUCT SUBMITTAL Current Revisions Apply for all Listed Standards SIZES:…………..…....… 2†through *64†(*Contact Tyler Union for 54â€-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 â— Tyler, Texas 75706 â— (800) 527-8478 Anniston: 1501 W 17th St. â— Anniston, AL 36201 â— (800) 226-7601 Corona: 1001 El Camino Ave. â— Corona, CA 92879 â— (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 2â€â€“ 12†2â€â€“ 12†2â€â€“ 3†3â€â€“ 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 4â€â€“ 12†2â€â€“ 12†4â€â€“ 12†4â€â€“ 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 3â€â€“ 12†2â€â€“ 12†2â€â€“ 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. 9.8 MUELLER® SUPER CENTURION® FIRE HYDRANT Rev. 8-04 Shaded area indicates changes â Super Centurion 250â„¢ 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 200â„¢ 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 200â„¢ 1-way catalog number (approved to ANSI/AWWA C502 Standards)- A-424 4-1/2" main valve opening one way (one pumper nozzle) â 10 year limited warranty on material and workmanship â Meets all applicable parts of ANSI/AWWA C502 Standard â Post type dry barrel design â Dry top design with O-ring sealed oil reservoir â Trafï¬c feature with stainless steel safety stem coupling â 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 â Operating nut available in wide variety of shapes and sizes-open left or right â Field replaceable hose and pumper nozzles â Hose and pumper nozzles have large radius, full flow openings for low friction loss â Contoured shoe is designed for full flow â Dual bronze drain valves provide effective barrel drainage â 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 Utility Pipe Fittings and Accessories MJ Eyebolt(Pigtail) & Starlug ANSI/AWWA C115/A21.15 MJ Eyebolt (Pigtail) GENERAL SPECIFICATIONS • High Strength Low alloy steel per ANSI/ AWWA C111/121.11 • UNC 2A Threads per ASME B1.1 • Eye bolts can be used in place of T-Head bolts • Used on sizes 4" through 24" • Max. Load (per bolt): 7,500 lbs INFORMATION SIZE A B ØC ¾ x 3 ½ 3.50 2.50 0.81 ¾ x 4 4.00 3.00 0.81 ¾ x 4 ½ 4.50 3.50 0.81 ¾ x 5 5.00 4.00 0.81 ¾ x 5 ½ 5.50 4.50 0.81 All dimensions in inches. Starlug GENERAL SPECIFICATIONS • Designed to assist in restraining of mechanical joint fittings, valves, hydrants and pipes by threaded rods. Manufactured with high strength ductile iron per ASTM A 536, Grade 65-45-12 • Designed for use on sizes 4" through 16" • Installed between MJ Bell and MJ Gland Please refer to the chart below for determining the number of Starlugs to be used depending on the pipe size and pipe line working pressure. Packaging: Boxes of 50 each MINIMUM NUMBER OF STARLUGS REQUIRED FOR EACH MJ BELL NOM. PIPE WORKING PRESSURE (PSI)* SIZE 100 125 150 200 225 250 300 325 350 4" 2 2 2 2 2 2 2 2 2 6" 2 2 2 2 3 3 3 4 4 8" 2 2 3 4 4 4 6 6 6 10" 4 4 4 6 6 8 8 8 NR 12" 4 4 6 8 8 8 NR NR NR 14" 5 6 8 10 NR NR NR NR NR 16" 6 8 10 12 NR NR NR NR NR *Pressure ratings include a nominal 2:1 safety factor. NR - Not Recommended UCAT.17.01 ® REGISTERED TRADEMARK OF STAR PIPE PRODUCTS STAR® PIPE PRODUCTS HOUSTON CORPORATE TOLL FREE 1-800-999-3009 FAX 281-558-9000 www.starpipeproducts.com Page 20 March 7, 2017 ROMAC INDUSTRIES, INC. 1-800-426-9341 Service Saddles www.romac.com Painted Saddle with U-Bolt Not recommended for PVC pipe. 101U Saddle Castings: Ductile iron per ASTM A 536, grade 65-45-12, protected with corrosion-resistant paint. Gaskets: NBR per ASTM MBC 610, compounded for water and sewer service. NSF61 Certified. Other compounds available on request. Other compounds available on request. U-bolt, and Nuts: Sizes 1-1/2" through 3", use 1/2" U bolt with heavy hex nuts and 1/2" flat washers, 4" and above use 5/8" U bolt with heavy hex nut and 5/8" flat washers. All sizes are national coarse roll threaded. Steel Material Specificationsmeets AISI C1018 and is electro-galvanized, optional 316 stainless steel also available. Painted Saddle with Stainless Steel Strap Recommended for PVC, asbestos-cement, cast iron and steel pipe. Saddle Castings: Ductile iron per ASTM A-536, grade 65-45-12, protected with corrosion-resistant paint. 101S Strap: Type 304 (18-8) heavy gauge Stainless Steel per ASTM A 240. Straps are two inches wide to spread out clamping forces on the pipe. GMAW and GTAW welds. Passivated for corrosion resistance. Bolts - For sizes 1-1/2" through 3", 1/2" UNC roll thread Type 304 (18-8) Stainless Steel bolts with heavy hex nuts. 4" and above use 5/8" UNC roll thread Type 304 (18-8) Stainless Steel bolts with heavy hex nuts. Rod for bolts are per ASTM A 240 and nuts are per ASTM A 194. All welds fully passivated for enhanced corrosion resistance. Nuts coated to prevent galling. Washers: Stainless steel per ASTM A 240, type 304. Gaskets: NBR per ASTM MBC 610, compounded for water and sewer service. NSF61 Certified. Material SpecificationsOther compounds available on request. Nylon Coated Saddle with Recommended for asbestos-cement, cast iron or PVC pipe in hot or corrosive soils. Stainless Steel Strap Saddle Castings: Ductile iron per ASTM A-536, grade 65-45-12, covered by black nylon fused coat, approx. 10-12 mil thick, with approximate dielectric strength of 1,000 v/mil. Nylon coating is NSF 61 Certified. 101NS Strap: Type 304 (18-8) heavy gauge Stainless Steel per ASTM A 240. Straps are two inches wide to spread out clamping forces on the pipe. GMAW and GTAW welds. Passivated for corrosion resistance. Bolts - For sizes 1-1/2" through 3", 1/2" UNC roll thread Type 304 (18-8) Stainless Steel bolts with heavy hex nuts. 4" and above use 5/8" UNC roll thread Type 304 (18-8) Stainless Steel bolts with heavy hex nuts. Rod for bolts are per ASTM A 240 and nuts are per ASTM A 194. All welds fully passivated for enhanced corrosion resistance. Nuts coated to prevent galling. Washers: Stainless steel per ASTM A 240, type 304. Gaskets: NBR per ASTM MBC 610, compounded for water and sewer service. NSF61 Certified. Material SpecificationsOther compounds available on request. Nylon Coated Saddle with Not recommended for PVC pipe. U-Bolt Saddle Castings: Ductile iron per ASTM A-536, grade 65-45-12, covered by black nylon fused coat, approx. 10-12 mil thick, with approximate dielectric strength of 1,000 v/mil. Nylon coating is NSF 61 Certified. 101NU Gaskets: NBR per ASTM MBC 610, compounded for water and sewer service. NSF61 Certified. Other compounds available on request. Other compounds available on request. U-bolt, and Nuts: Sizes 1-1/2" through 3", use 1/2" U bolt with heavy hex nuts and 1/2" flat washers, 4" and above use 5/8" U bolt with heavy hex nut and 5/8" flat washers. All sizes are national coarse roll threaded. Steel Material Specificationsmeets AISI C1018 and is electro-galvanized, optional 316 stainless steel also available. Bronze Saddle with Bronze Strap Recommended for asbestos-cement, cast iron or PVC pipe in hot or corrosive soils. Saddle Castings: Water works bronze 85-5-5-5. 101B Bronze Strap: Silicon bronze 5/ 8" national coarse roll thread bolts with 2" wide band for “spreading out†clamping force on pipe. Nut-washers are water works bronze 85-5-5-5. Gaskets: NBR per ASTM MBC 610, compounded for water and sewer service. NSF61 Certified. Other compounds available on request. Other compounds available on request. Also available with double strap. Material Specifications 4-2 March 7, 2017 ROMAC INDUSTRIES, INC. Double Strap Service Saddles 1-800-426-9341 www.romac.com Style 202S Style 202NS Painted Saddle with Nylon Coated Stainless Steel Strap Saddle with Stainless Steel Strap 1/ 3 1 1 1 2" I.P, /4" & 1" I.P. or C.C. TAP 1 /4" — 1 /2" — 2" I.P. or C.C. TAP (2 /2" IP ONLY) O.D. NOMINAL APPROX. PIPE CARTON CARTON PIPE SIZE WEIGHT ea. RANGE 202S 202NS QUANTITY 202S 202NS QUANTITY (lbs.) 2" 2.38 - 2.50 1 $95.59 $117.35 10 $103.67 1 $128.66 1 10 3.5 # 3.50 2 95.77 118.38 8 110.03 128.90 8 5.0 # 3" 3.45 - 4.05 2 95.77 118.38 8 110.03 128.90 8 5.0 # 4.00 - 4.50 96.40 118.38 5 110.35 128.90 5 7.5 # 4" 4.50 - 4.80 96.40 118.38 5 110.35 128.90 5 7.5 # 4.50 - 5.40 97.30 118.38 5 110.35 128.90 5 7.5 # 6.00 - 6.63 108.51 136.00 6 122.27 147.72 6 9.0 # 6" 6.63 - 6.90 108.51 136.00 6 122.27 147.72 6 9.0 # 6.63 - 7.60 108.51 136.00 6 122.27 147.72 6 9.0 # 8.00 - 8.63 131.64 158.18 4 151.51 168.60 4 10.0 # 8" 8.63 - 9.05 131.64 158.18 4 151.51 168.60 4 10.0 # 8.63 - 9.80 136.25 158.18 4 151.51 168.60 4 10.0 # 10" 10.00 -11.10 159.92 191.00 4 182.90 205.87 4 11.5 # 11.10 -12.12 159.92 191.00 4 182.90 205.87 4 11.5 # 12" 12.00 -13.20 185.41 222.33 4 211.89 238.11 4 12.5 # 13.20 -14.38 185.41 222.33 3 211.89 238.11 3 12.5 # 14" 15.30 -16.80 221.88 259.10 4 224.47 276.00 4 15.3 # 16" 17.40 -18.90 226.06 304.67 3 253.78 325.66 3 16.0 # 18" 19.50 -21.10 347.60 424.53 3 368.45 445.72 3 18.0 # 20" 21.10 -22.70 389.23 475.24 3 412.68 499.19 3 20.0 # 22" 22.70 -24.30 408.72 499.28 3 433.23 524.16 3 21.0 # 24" 24.30 -25.90 457.82 559.20 3 485.24 587.04 3 23.0 # 26" 25.70 -27.30 462.39 563.78 3 489.82 591.64 3 24.0 # 28" 27.30 -28.90 466.98 568.35 3 494.40 596.22 3 24.5 # 28.90 -30.50 471.56 572.94 3 498.97 600.79 3 25.0 # 30" 30.50 -32.10 476.13 577.52 3 503.56 605.38 3 26.0 # Manufacturer Recommendations: Prices and weights shown are per saddle. Service saddles with U-Bolts are not recommended for use on PVC pipe. 1 202 - 2.50 can accommodate up to 1 1/ 2" I.P. and 1 1/ 2" C.C. 2 202 for 3" nominal size can accommodate up to 2" I.P. and 1 1/ 2" C.C. To Order: Add tap size to the upper range of the saddle. UPPER TAP TYPE STYLE RANGE SIZE THREAD Example: Painted Saddle with Stainless Steel Strap: 202S – 7.60 x 3/ 4" IP Nylon Saddle with Stainless Steel Strap: 202NS – 7.60 x 3/ 4" IP 4-4A 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 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 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 70 Series Coppersetter - (VBH77-xxHB-11-77-NL style) ANGLE BALL VALVE BY ANGLE CHECK VALVE (2" METER) WITH HIGH BY-PASS FEMALE IRON PIPE THREAD INLET AND OUTLET 17" Meter Spacing Angle Ball Meter Valve Angle Check Valve Meter Support Bracket High By-Pass Height 2" Copper Tube 1-1/4" FIP Inlet FIP Outlet Brace Eye 28-3/4" SERVICE LINE CONNECTION APPROX. ✓ SUBMITTED HEIGHT CATALOG NUMBER FIP INLET FIP OUTLET WT. LBS. ITEM(S) 12" 33 VBH77-12HB-11-77-NL 15" 34 VBH77-15HB-11-77-NL 18" 35 VBH77-18HB-11-77-NL 2" 2" 21" 35 VBH77-21HB-11-77-NL 24" 36 VBH77-24HB-11-77-NL 27" 36 VBH77-27HB-11-77-NL 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 • 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) • Constructed with Type K Copper and conforms to ASTM B-88, Copper Alloy #122 • All Ford Meter Setters are assembled with lead-free solder • Bracing Eyes are standard • Meter Support Brackets are standard 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 12/12/13 Water Heavywall 1730BCF 12†BODY: Material: HDPE 3 4 in 1 2 in Model: 17†x 30†17 20 in Weight: 25 lbs 303 4 Wall Type: Straight in 31 2 Mouseholes: 0-4 3 Performance: ANSI/SCTE-77 Tier 8, WUC 3.6, ASTM C857 A-8, Exceeds 20,000 lb minimum load failure 12†in 2 in 25 1 9 in 2 6 in 1 18†BODY: Material: HDPE Model: 17†x 30†Weight: 33 lbs DIMENSIONS AT BOTTOM OF BOX ARE THE SAME FOR 12" AND 18" DEPTHS Wall Type: Straight Mouseholes: 0-4 3 4 in 1 2 in Performance: ANSI/SCTE-77 Tier 8, WUC 3.6, 17 20 ASTM C857 A-8, Exceeds 20,000 lb in 303 4 minimum load failure in 331 2 18†in 2 in 25 1 9 in Medium Duty: 2 Non-deliberate Traffic 6 in 1 For use in non-vehicular traffic situations only. Actual load rating is determined by the D*Cover comes standard with permanent markings for manufacturer, load rating, model size and manufacturing location.IMENSIONS AT BOTTOM OF BOX ARE THE SAME FOR 12" AND 18" DEPTHS box and cover combination. Weights and dimensions may vary slightly Contact your Oldcastle Enclosure Solutions Distribution Center for speciï¬ c information and additional options. 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 Speciï¬ 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 CU HDPE 30 MIL TRACER WIRE Copper Tracer Wire • 30 Volts • Oxygen Free Copper Conductor • Dead Soft Annealed High Molecular Weight Polyethylene (HMWPE) Insulation • Direct Burial Rated Moisture, Chemical, Oil, and Sunlight Resistant • Impact, Crush, and Abrasion Resistant RoHS Compliant • Made in the USA TRACER WIRE Applications and Information • Pro-Line Type CU HDPE 30 MIL conductors are used for tracer wire applications not exceeding 30 Volts. Tracer wire is used to conductively locate buried utility lines for the gas, water, sewer, telecommunication, and electrical markets. • When used as Type CU HDPE 30 MIL, conductor is suitable for use direct burial ap- plications not locations at temperatures not to exceed 75°C. • Tracer wire is RoHS Compliant and manufacturered in the USA. Standards and References Pro-Line Type CU HDPE 30 MIL conductors meets or exceeds all applicable ASTM specifica- tions, requirements of the National Electrical Code. • ASTM B-3: Standard Specification for Soft or Annealed Copper Wire • ASTM B170: Standard Specification for Oxygen-Free Electrolytic Copper • ASTM D1248: Standard Specification for Polyethylene Plastics Extrusion Materials for Wire and Cable • ASTM D1238: Standard Test Method for Melt Flow Rates of Thermoplastics by Extru- sion Plastometer Construction • Pro-Line Type CU HDPE 30 MIL copper conductors are annealed copper (soft drawn), insulated with a high-density, high molecular weight polyethylene (HDPE) insula- tion. HDPE provides an excellent balance of surface smoothness, processing ease and electrical consistency. HDPE provides superior strength against underground elements that help prevent accidental breaks caused buy rocks in shifting soil condi- tions. • Available in black, blue, green, orange, purple, red, white, and yellow. Some colors standard, some subject to economic order quantity. Specifications TYPE: CU HDPE 30 MIL TRACER WIRE Tracer wire shall be a (14, 12 or 10 AWG SOLID HDPE 30 MIL) copper conductor with a 30 mil thick, high-density, high molecular weight polyethylene (HDPE) insulation and rated for 30 volts. Insulation and jacket shall be RoHS compliant CU HDPE 30 MIL and utilize virgin grade material. Insulation color shall meet the APWA color code standard for identification of buried utilities. Tracer wire shall be Pro-Line Safety Products or approved equal and made in the USA. PRO-TRACE â„¢ is a registered trademark of Pro-Pak Industries, Inc. CU HDPE 30 MIL Tracer Wire (Weights, Measurements, and Packaging) WE IGHT S, ME ASURE ME NT S AND P A CKA GING APPROX. WEIGHT CONDUCTOR INSULATION NOMINAL PER 1,000 FT (lbs) PRODUCT STANDARD THICKNESS O.D. PART NO. (HDPE) (inches) COPPER PRODUCT PACKAGES SIZE (AWG) STRANDING WEIGHT/MFT WEIGHT/MFT CU HDPE 30 MIL (SOLID) TRACER WIRE 74003XXXX 14 AWG SOLID 0.030†(30 MIL) 0.127†12.400 lbs 16.125 lbs 32, 47 74004XXXX 12 AWG SOLID 0.030†(30 MIL) 0.144†19.500 lbs 23.800 lbs 32, 47 74005XXXX 10 AWG SOLID 0.030†(30 MIL) 0.165†30.996 lbs 37.900 lbs 32, 47 74006XXXX 8 AWG SOLID 0.030†(30 MIL) 0.189†49.975 lbs 59.000 lbs 32, 47 CU HDPE 30 MIL (STRANDED) TRACER WIRE 74008XXXX 14 AWG 7-STRAND 0.030†(30 MIL) 0.133†12.600 lbs 16.700 lbs 32, 47 74010XXXX 12 AWG 7-STRAND 0.030†(30 MIL) 0.152†19.600 lbs 24.760 lbs 32, 47 74012XXXX 10 AWG 7-STRAND 0.030†(30 MIL) 0.176†31.136 lbs 37.500 lbs 32, 47 TRACER WIRE 74014XXXX 8 AWG 7-STRAND 0.030†(30 MIL) 0.206†49.824 lbs 61.060 lbs 32, 47 PART # DESIGNATION (AWG & COLOR) PART # DESIGNATION (PACKAGE SIZE) 14 AWG 12 AWG 10 AWG 8 AWG COLOR SIZE PACKAGING TYPE PART NO. SOLID SOLID SOLID SOLID BLACK 7400301xx 7400401xx 7400501xx 7400601xx 14 AWG 4 x 500 FT REEL CARTON xxxxxxx32 BLUE 7400302xx 7400402xx 7400502xx 7400602xx SOLID 1 x 2500 FT REEL BULK REEL xxxxxxx47 GREEN 7400305xx 7400405xx 7400505xx 7400605xx 12 AWG 4 x 500 FT REEL CARTON xxxxxxx32 ORANGE 7400306xx 7400406xx 7400506xx 7400606xx SOLID 1 x 2500 FT REEL BULK REEL xxxxxxx47 PURPLE 7400308xx 7400408xx 7400508xx 7400608xx 10 AWG 2 x 500 FT REEL CARTON xxxxxxx32 RED 7400309xx 7400409xx 7400509xx 7400609xx SOLID 1 x 2500 FT REEL BULK REEL xxxxxxx47 WHITE 7400311xx 7400411xx 7400511xx 7400611xx 8 AWG 1 x 500 FT REEL BULK REEL xxxxxxx32 YELLOW 7400312xx 7400412xx 7400512xx 7400612xx SOLID 1 x 2500 FT REEL BULK REEL xxxxxxx47 14 AWG 12 AWG 10 AWG 8 AWG 14 AWG 4 x 500 FT REEL CARTON xxxxxxx32 COLOR STRND STRND STRND STRND STRANDED 1 x 2500 FT REEL BULK REEL xxxxxxx47 BLACK 7400801xx 7401001xx 7401201xx 7401401xx 12 AWG 4 x 500 FT REEL CARTON xxxxxxx32 BLUE 7400802xx 7401002xx 7401202xx 7401402xx STRANDED 1 x 2500 FT REEL BULK REEL xxxxxxx47 GREEN 7400805xx 7401005xx 7401205xx 7401405xx 10 AWG 2 x 500 FT REEL CARTON xxxxxxx32 ORANGE 7400806xx 7401006xx 7401206xx 7401406xx STRANDED 1 x 2500 FT REEL BULK REEL xxxxxxx47 PURPLE 7400808xx 7401008xx 7401208xx 7401408xx 8 AWG 1 x 500 FT REEL BULK REEL xxxxxxx32 RED 7400809xx 7401009xx 7401209xx 7401409xx STRANDED 1 x 2500 FT REEL BULK REEL xxxxxxx47 WHITE 7400811xx 7401011xx 7401211xx 7401411xx YELLOW 7400812xx 7401012xx 7401212xx 7401412xx CU HDPE 30 MIL PRO-LINE SAFETY PRODUCTS COMPANY 1099 ATLANTIC DRIVE, UNIT 1 • WEST CHICAGO, IL 60185 TOLL FREE: 800.554.3424 Unofficial Document Unofficial Document Unofficial Document Unofficial Document Unofficial Document NOTES 10'- 0" MAX. 1 000'- 0" MAX. PULL POST - SPACED HOG RINGS (TYP.) - 1. ALL CONCRETE POST BASES SHALL BE 10" (IN) 10'- 0" MAX. (TYP.) @ 1000' <Fn MAX. SPACED @ 24" (IN) MAX. MINIMUM DIAMETER. END OR CORNER (BRACE) POST TENSION WIRE 2. ALONG THE TOP AND BOTTOM, USING HOG LINE POST - SPACED KNUCKLED TENSION WIRE PULL POST TENSION WIRE RINGS, FASTEN THE CHAIN LINK FENCE FABRIC @ 10'(Fn MAX. (TYP.) TO THE TENSION WIRE WITHIN THE LIMITS OF THE FIRST FULL FABRIC WEAVE. 3. DETAILS ARE ILLUSTRATIVE AND SHALL NOT LIMIT HARDWARE DESIGN OR POST SELECTION OF ANY PARTICULAR TYPE. TIE WIRES (TYP.) - SPACED @ 14" (IN) MAX. TENSION BAR TENSION WIRE SELVAGE CHAIN LINK HOG RINGS (TYP.) - FENCE FABRIC SPACED @ 24" (IN) MAX. CONCRETE POST BASE (TYP.) TENSION BAND - SPACED 15" (IN) MAX. TYPE 3 10'- 0" MAX. 500'- 0" MAX. HOG RINGS (TYP.) - SPACED @ 24" (IN) MAX. END OR CORNER (BRACE) POST TENSION WIRE 10'- 0" MAX. (TYP.) LINE POST - SPACED TENSION WIRE TENSION WIRE PULL POST BRACE POST 10' (FT) MAX. METHOD OF FASTENING STRETCHER BAR TO POST I- I (!) • iii OI -' (.) """o:: III ~ KNUCKLED CHAIN LINK (TYP.) FENCE FABRIC CONCRETE POST BASE (TYP.) TYPE 4 3 1/2" POST AND RAIL SPECIFICATIONS n PIPE ROLL FORMED POST NOM. SIZE WEIGHT [C (SCH. 40) SECTION (lb/ft) I.D. END, CORNER, OR PULL POST 2 1/2" DIAM. 8 5.10 FENCE LINE FABRIC LOOP - LINE OR BRACE POST 2" DIAM. 0 1.85 2 SIDES FILE NAME S:\Desi n R P& S\4-Standards\2-Pian Sheet Libra Plot 1 TIME 8:34:47 AM PLAN REF NO DATE 511312015 FS-1.1 PLOTTED BY FletcCo DESIGNED BY ENTERED BY Washington State SHEET 1 CHECKED BY CONTRACT NO. LOCATION NO. Department of Transportation t---------------------1 OF PROJ.ENGR. 2 REGIONAL ADM. REVISION DATE DATE DATE CHAIN LINK FENCE WITH EYE BOLTS SHEETS BY P.E. STAMP BOX P.E. STAMP BOX BOLT EYE NUT EYE BOLT TURNBUCKLE TENSION WIRE TENSION BAND TENSION WIRE TENSION BAND (TYP.) TENSION BAR (TYP.) END OR CORNER (BRACE) POST PULL POST (AT END OR CORNER) DETAIL 0 DETAIL 0 TENSION WIRE TIE WIRE - SPACED @ 14" (IN) MAX. (TYP.) EYE NUT TURNBUCKLE TURNBUCKLE TENSION WIRE EYE BOLT HOG RING - SPACED @ 24" (IN) MAX. :v ' TENSION BAND (TYP.) TENSION BAR (TYP.) BRACE POST PULL POST (WITHIN RUN) DETAIL 0 DETAIL 0 FILE NAME S:\Desi n R P& S\4-Standards\2-Pian Sheet Libra Plot2 TIME 8:35:00 AM PLAN REF NO DATE 511312015 FS-1.1 PLOTTED BY FletcCo DESIGNED BY ENTERED BY Washington State SHEET 2 CHECKED BY CONTRACT NO. LOCATION NO. Department of Transportation OF PROJ.ENGR. 2 REGIONAL ADM. REVISION DATE BY DATE DATE CHAIN LINK FENCE WITH EYE BOLTS SHEETS P.E. STAMP BOX P.E. STAMP BOX City of Arlington Community & Economic Development DATE 6605 204th St NE, LLC 526 N. West Ave Unit 147 Arlington, WA 98223 RE: Project Closeout Project Name: Fullwiler Mixed-Use Development Project Address: 6605 204th St NE, Arlington WA 98223 Project No.: PWD-2428 Dear Mr. Fullwiler, As your construction project nears completion, it’s time to start the closeout process. Prior to the issuance of the Certificate of Occupancy and the release of performance bond #CIC1914416, review and approval of all items related to the project closeout are required. 1. 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 2. Bills of Sale (attached): a. For the public water system, from watermain connection to water meter and fire hydrant. b. Shall be submitted with As-Built plans. 3. Maintenance Bond: a. A 2-year maintenance bond is required. The City of Arlington will accept Surety’s standard form or an Assignment of Funds b. Maintenance Bond Estimated Cost of Construction $41,357.50 x 20% = $8,271.50 c. The City’s Maintenance Bond form is attached. Please contact me should you have any questions, 360-403-3551. Sincerely, Launa Peterson-Black Permit Technician II Community & Economic Development City of Arlington Community & Economic Development June 26, 2023 6605 204th St NE, LLC 526 N. West Ave Unit 147 Arlington, WA 98223 RE: Project Closeout Project Name: Fullwiler Mixed-Use Development Project Address: 6605 204th St NE, Arlington WA 98223 Project No.: PWD-2428 Dear Mr. Fullwiler, As your construction project nears completion, it’s time to start the closeout process. Prior to the issuance of the Certificate of Occupancy and the release of performance bond #CIC1914416, review and approval of all items related to the project closeout are required. 1. All punch list items shall be completed and approved it is the responsibility of the Contractor to arrange reinspection of all punch list items. (PW punch list items required) a. For Water and Sewer Punch list items contact: i. Public Works Department: 360-403-3526 1. There are outstanding punch list items on the commercial side sewer. There is still work that needs to be done in the monitoring manhole. The pipes need to be cut flush and grouted. Call sewer at 360-403-3508 for final inspection. 2. As-Built plans: (PENDING APPROVAL BLOCK CHANGE) 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): (RECEIVED – UNDER REVIEW) a. For the public water system, from watermain connection to water meter and fire hydrant. 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 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. The City of Arlington will accept Surety’s standard form or an Assignment of Funds b. Maintenance Bond Estimated Cost of Construction $41,357.50 x 20% = $8,271.50 c. The City’s Maintenance Bond form is attached. Please contact me should you have any questions, 360-403-3551. Sincerely, Raelynn Jones Permit Technician II Community & Economic Development 18204 59th Avenue NE, #B - Arlington, WA, 98223 - 360-403-3551 – www.arlingtonwa.gov SE 10 T31N R 5E 48" BGS; 3" PVC Infiltration trench 11' 6" OHP easement power from storage structure supply to storage structure OHP 42" BGS; (4) 2" PVC OHP 8' BGS; (2) 6" PVC perf 11' wide trench OHP 8" BGS; 6" Schedule 80ABS Resi DL 8" BGS; 6" Schedule 80ABS Resi DL OHP 36" BGS 42" BGS; (8) 3" PVC OHP 48" BGS OHP 13" BGS; 6" Schedule 13" BGS; 6" Schedule OHP 80ABS Resi DL 80ABS Resi DL OHP OHP OHP OHP OHP OHP OHP OHP LLC 48" BGS; 6" OHP 16" BGS; 6" ABS Resi DL ABS Resi DL OHP OHP OHP OHP Consulting Engineers 16" BGS; 4" OHP PVC OHP TerraVista NW OHP OHP 24" BGS; 4" 36" BGS; 4" PVC PVC OHP 55" BGS; 4" OHP ABS with BWV W W OHP OHP W SS SS SS SS SS SS W SS SS SS SS OHP SS SS W SS SS SS SS SS SS SS SS SS SS SS OHP SS 50" BGS for 2" SS supply, 6" fire and 6" FDC UTILITY PLAN 204TH ST APARTMENTS C2.5 0 10 20 10' 0" Plotted: Sep 07, 2021 - 1:46pm Eric T:\Projects\200301 204th Mixed Use (Arlington)\Plans\204th_P-CIVIL.dwg Layout Name: C2.5-UTIL PLAN Scale in Feet SE 10 T31N R 5E 48" BGS; 3" PVC Infiltration trench 11' 6" OHP easement power from storage structure supply to storage structure OHP 42" BGS; (4) 2" PVC OHP 8' BGS; (2) 6" PVC perf 11' wide trench OHP 8" BGS; 6" Schedule 80ABS Resi DL 8" BGS; 6" Schedule 80ABS Resi DL OHP 36" BGS 42" BGS; (8) 3" PVC OHP 48" BGS OHP 13" BGS; 6" Schedule 13" BGS; 6" Schedule OHP 80ABS Resi DL 80ABS Resi DL OHP OHP OHP OHP OHP OHP OHP OHP LLC 48" BGS; 6" OHP 16" BGS; 6" ABS Resi DL ABS Resi DL OHP OHP OHP OHP Consulting Engineers 16" BGS; 4" OHP PVC OHP TerraVista NW OHP OHP 24" BGS; 4" 36" BGS; 4" PVC PVC OHP 55" BGS; 4" OHP ABS with BWV W W OHP OHP W SS SS SS SS SS SS W SS SS SS SS OHP SS SS W SS SS SS SS SS SS SS SS SS SS SS OHP SS 50" BGS for 2" SS supply, 6" fire and 6" FDC UTILITY PLAN 204TH ST APARTMENTS C2.5 0 10 20 10' 0" Plotted: Sep 07, 2021 - 1:46pm Eric T:\Projects\200301 204th Mixed Use (Arlington)\Plans\204th_P-CIVIL.dwg Layout Name: C2.5-UTIL PLAN Scale in Feet !" !" # $ %&'()*( !" !" # $%&'()' !" !" # $ %&'()*( !" !" # $ %&'()*( !"# !"# $ %&'()*( !" !" # $% &'()*+) !" #$%%&'%()'*(+,-( ./!0" 1())2'-3245 ./!0.6677 89:;(<=:'>3?)@83( A ./!0BCBDBE )%'>F3:>G5H C 0! 7 0 I)'J8J:33 K 0 LMLHMH A N/ O()9'3-P3())2Q'-32>&@J:9R()'J-P3())2Q'-32>&@J:9 D! 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