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Home My WebLink AboutP_ASBUILT CAD_20241025_v2 TSP_COVER.dwg TSP_COVER.txtTransmittal Report: Created by AutoCAD eTransmit Thursday, September 26, 2024, 1:58 PM. Drawing: This is a transmittal based on multiple drawings. Files: Root Drawings: TSP_COVER.dwg TSP_DEMO.dwg TSP_DEMO_OA.dwg TSP_DET_GRAD.dwg TSP_DET_PAVE.dwg TSP_DET_TESC.dwg TSP_DET_UTIL.dwg TSP_GRAD.dwg TSP_GRAD_OA.dwg TSP_PAVE.dwg TSP_PAVE_OA.dwg TSP_PROF_GRAD.dwg TSP_PROF_SEWER.dwg TSP_PROF_STORM.dwg TSP_PROF_WATER.dwg TSP_TESC.dwg TSP_TESC_OA.dwg TSP_UTIL.dwg TSP_UTIL_OA.dwg AutoCAD Drawing (External) References: 00-Xref\TSP_X-TB_22x34.dwg 00-Xref\TSP_X_TB_22x34 COR.dwg 00-Xref\TSP_X_SURV.dwg 00-Xref\TSP_X-DEMO.dwg 00-Xref\TSP_X-LIMIT.dwg 00-Xref\TSP_X-PROP.dwg 00-Xref\TSP_X-TESC.dwg 00-Xref\TSP_X-ARCH.dwg 00-Xref\TSP_X-BUFFER.dwg 00-Xref\TSP_X_FIELD.dwg 00-Xref\TSP_X-ARCH-Storage.dwg 00-Xref\TSP_X-PAVE.dwg 00-Xref\TSP_X-UTIL.dwg 00-Xref\TSP_X-SEWER.dwg 00-Xref\TSP_X-STORM.dwg 01-Architectural\2024-03-21 Water As built\36455-ASB-Water-032124_CPL.dwg 00-Xref\TSP_X_Grade.dwg 00-Xref\TSP_X-FLDPLN MITIGATION.dwg 00-Xref\TSP_X-ASBUILTS.dwg 00-Xref\TSP_X_GRADE-PROF.dwg 00-Xref\TSP_X_STORM-PROF.dwg 00-Xref\TSP_X_SEWER-PROF.dwg 00-Xref\TSP_X_TB_22x34 AB.dwg 00-Xref\TSP_X_WATER-PROF.dwg PDF Document References: 05-Details\267.00_SDNotes-01.pdf 05-Details\267.00_SDNotes-02.pdf 05-Details\268.00-ECNotes.pdf 05-Details\201.00.pdf 05-Details\204.40.pdf 05-Reference\REV10 Seattle Sounders FC HQ & Training Center (S303454) 2-8-23 1.pdf 05-Reference\REV14 Seattle Sounders FC HQ & Training Center (S303454) 2.pdf 05-Reference\REV14 Seattle Sounders FC HQ & Training Center (S303454) 3.pdf 05-Reference\REV10 Seattle Sounders FC HQ & Training Center (S303454) 2-8-23 4.pdf 05-Reference\REV10 Seattle Sounders FC HQ & Training Center (S303454) 2-8-23 5.pdf 05-Reference\REV10 Seattle Sounders FC HQ & Training Center (S303454) 2-8-23 6.pdf CoRenton Std Plans\101 - Concrete Curbs.pdf CoRenton Std Plans\102 - Concrete Sidewalk.pdf CoRenton Std Plans\103 - Curb and Gutter Replacement.pdf CoRenton Std Plans\110 - Pavement Patch for Util.pdf 05-Details\COR Silt Fence Detail.pdf 05-Reference\King County Sewer Detail\KC WTD Std Detail 3305-436 MH Inside Drop.pdf 05-Details\STD Plan 300.3.pdf 05-Details\STD Plan 300.4.pdf 05-Details\STD Plan 300.7.pdf 05-Details\STD Plan 310.1.pdf 05-Details\STD Plan 320.2.pdf 05-Details\STD Plan 320.4a.pdf 05-Details\STD Plan 320.4b.pdf 05-Details\STD Plan 330.1.pdf 05-Details\STD Plan 340.3.pdf 05-Details\STD Plan 360.1.pdf 05-Details\STD Plan 360.2.pdf 05-Details\STD Plan 400.1.pdf 05-Details\STD Plan 401.0.pdf 05-Details\STD Plan 401.1.pdf 05-Details\STD Plan 401.2.pdf 05-Details\STD Plan 405.pdf 05-Details\STD Plan 406.1.pdf 05-Details\Utility Specifications-Wastewater Standard Details 1.pdf 05-Details\Utility Specifications-Wastewater Standard Details 2.pdf 05-Details\Utility Specifications-Water Standard Details 1.pdf 05-Details\Utility Specifications-Water Standard Details 2.pdf 05-Details\Utility Specifications-Water Standard Details 3.pdf AutoCAD Color-dependent Plot Style Table File References: PlotCfgs\PDF-CPL-CIVIL-FULL.CTB PlotCfgs\CPL-civil-Full.ctb PlotCfgs\CPL-civil-Half.ctb PlotCfgs\CPL-HALF.ctb AutoCAD Plotter Configuration File References: PlotCfgs\PM_PDF.pc3 PlotCfgs\DWFx ePlot (XPS Compatible).pc3 JPG File References: 01-Architectural\2022-04-05 TB\21032_SoundersFC-GSLogoNEW_Black-1028434.jpg 05-Reference\LA_VicMap1.jpg Textures\Concrete.Cast-In-Place.Flat.Grey.1.jpg Textures\Concrete.Cast-In-Place.Flat.Polished.Grey.jpg Textures\Sitework.Planting.Grass.Short.jpg Textures\Sitework.Planting.Grass.Thick.jpg Textures\Sitework.Planting.Gravel.Crushed.jpg Textures\Sitework.Planting.Gravel.Mixed.jpg Textures\Sitework.Planting.Soil.jpg 05-Details\COR STD 200.00.JPG 05-Details\COR STD 202.00.jpg 05-Details\COR STD 204.10.jpg 05-Details\COR STD 204.20.jpg 05-Details\COR STD 204.60.jpg 05-Details\216.30.jpg PNG File References: 05-Details\COR Tree Detail.PNG The following files were excluded from the transmittal: acad.fmp Fonts\simplex.shx Fonts\arial.ttf Fonts\calibri.ttf Fonts\ARIALN.TTF Fonts\ARIALNB.TTF Fonts\romans.shx Fonts\times.ttf Fonts\outline.shx Fonts\ltypeshp.shx Fonts\txt.shx Fonts\BOLD.shx Fonts\hand1.shx PE_Stamps\WA-TBB.dwg Fonts\timesbd.ttf Fonts\MONOTXT.shx Fonts\sanss___.ttf Textures\Sitework.Paving - Surfacing.Asphalt.jpg Fonts\aaa.shx Fonts\AECCLAND.shx 00-Xref\TSP_X-WETLAND.dwg 00-Xref\TSP_X_FIELD.dwg 01-Architectural\2022-07-06 Arch\21032_Sounders FC - Floor Plan - ARCHITECTURAL SITE PLAN_CPL.dwg 01-Architectural\2022-04-07 Arch\LEVEL 1 - FIRST FLOOR PLAN.dwg Fonts\NBBJ_STD.SHX 00-Xref\TSP_X-PAVE.dwg 00-Xref\TSP_X-LIMIT.dwg 00-Xref\TSP_X_SURV.dwg PlotCfgs\WHP-Standard.ctb Fonts\arialbd.ttf Fonts\tahoma.ttf Fonts\obh.shx Fonts\bold-2.shx Fonts\complex.shx Fonts\ITALIC.shx Fonts\shadow.shx Fonts\hmf1.shx Textures\Sitework.Paving - Surfacing.Asphalt.jpg PlotCfgs\APEX.ctb 2022-04-07 Arch\LEVEL 1 - FIRST FLOOR PLAN.dwg 2022-07-06 Arch\21032_Sounders FC - Floor Plan - ARCHITECTURAL SITE PLAN_CPL.dwg 00-Xref\TSP_X-UTIL.dwg 00-Xref\TSP_X-SEWER.dwg 00-Xref\TSP_X-DEMO.dwg 00-Xref\TSP_X-ARCH.dwg 00-Xref\TSP_X_Grade.dwg 00-Xref\TSP_X-STORM.dwg Longacres_IMAGE.dwg 00-Xref\TSP_X-TESC.dwg 00-Xref\TSP_X-ARCH-Storage.dwg 2024-03-21 Water As built\36455-ASB-Water-032124_CPL.dwg 2022-07-06 Arch\21032_Sounders FC - Floor Plan - LEVEL 1 FLOOR PLAN.dwg 2022-07-06 Arch\21032_Sounders FC - Floor Plan - LEVEL 2 FLOOR PLAN.dwg Fonts\HMF0.SHX 01-Architectural\2024-03-14 As Built\36455-ASB-Storm-Sewer-030524.dwg Arrow.(shx,ttf) SOLID-C.(shx,ttf) Fonts\ROMANC.SHX Fonts\ROMANT.shx Desktop\apex-engineering-llc-logo.png 00-Xref\TSP_X-UTIL.dwg 00-Xref\TSP_X_FIELD.dwg 00-Xref\TSP_X-ARCH.dwg 00-Xref\TSP_X-ARCH-Storage.dwg 00-Xref\TSP_X-PAVE.dwg 00-Xref\TSP_X-SEWER.dwg 00-Xref\TSP_X-STORM.dwg 2023-08-29-ASI-004-Export\TSP_C3D_Storm.dwg 2023-08-29-ASI-004-Export\TSP_C3D_Sewer.dwg The following files could not be located: PlotCfgs\KM5050.pc3 Textures\Sitework.Paving - Surfacing.Asphalt.jpg PlotCfgs\APEX.ctb Longacres_IMAGE.dwg Arrow.(shx,ttf) SOLID-C.(shx,ttf) Desktop\apex-engineering-llc-logo.png 00-Xref\TSP_X-UTIL.dwg 00-Xref\TSP_X_FIELD.dwg 00-Xref\TSP_X-ARCH.dwg 00-Xref\TSP_X-ARCH-Storage.dwg 00-Xref\TSP_X-PAVE.dwg 00-Xref\TSP_X-SEWER.dwg 00-Xref\TSP_X-STORM.dwg 2023-08-29-ASI-004-Export\TSP_C3D_Storm.dwg 2023-08-29-ASI-004-Export\TSP_C3D_Sewer.dwg Notes for distribution: .DWG external reference files: External reference (xref) paths may be present. Make sure these paths work or that the root drawing is using the correct references. eTransmit does not include files required by xrefs unless they are also required by the root drawing. In particular, plot style tables and overlay xrefs that are not used by the root drawing are omitted Raster image files: Paths may be present on references to raster images. Make sure these paths work or that the root drawing is using the correct references. PDF Underlay files: Paths may be present on references to PDF underlay files. Make sure these paths work or that the root drawing is u sing the correct references. .PC3 printer configuration files: Please copy these files to the AutoCAD Printer Configuration Search Path directory. .CTB/.STB plot style tables: Please copy these files to the AutoCAD Plot Style Table Search Path directory. Material texture files: Please copy these files to the AutoCAD Texture Maps Search Path directory. The AutoCAD variable FONTALT was set to: C:\Users\WCA\appdata\roaming\autodesk\c3d 2018\enu\support\simplex.shx Please make sure that the FONTALT variable is set to this file or an equivalent before opening any drawings. All text styles with missing fonts are automatically set to this font. *** Map 2007 Data and Cache files *** The drawing '\\server6\civil\_2021\P21TBB-012\CAD\TSP_COVER.dwg' refers to a cache manifest XML file, zero or more cache files (.GWS) as well as raw data files. Please ensure the manifest XML file and cache files are unzipped to the drawing directory or your current MapCache directory. You may also need to update the cache manifest XML file to point to the unzipped location of the data files. *** Map 2007 Data and Cache files *** The drawing '\\server6\civil\_2021\P21TBB-012\CAD\TSP_DEMO.dwg' refers to a cache manifest XML file, zero or more cache files (.GWS) as well as raw data files. Please ensure the manifest XML file and cache files are unzipped to the drawing directory or your current MapCache directory. You may also need to update the cache manifest XML file to point to the unzipped location of the data files. *** Map 2007 Data and Cache files *** The drawing '\\server6\civil\_2021\P21TBB-012\CAD\TSP_DEMO_OA.dwg' refers to a cache manifest XML file, zero or more cache files (.GWS) as well as raw data files. Please ensure the manifest XML file and cache files are unzipped to the drawing directory or your current MapCache directory. You may also need to update the cache manifest XML file to point to the unzipped location of the data files. *** Map 2007 Data and Cache files *** The drawing '\\server6\civil\_2021\P21TBB-012\CAD\TSP_DET_GRAD.dwg' refers to a cache manifest XML file, zero or more cache files (.GWS) as well as raw data files. Please ensure the manifest XML file and cache files are unzipped to the drawing directory or your current MapCache directory. You may also need to update the cache manifest XML file to point to the unzipped location of the data files. *** Map 2007 Data and Cache files *** The drawing '\\server6\civil\_2021\P21TBB-012\CAD\TSP_DET_PAVE.dwg' refers to a cache manifest XML file, zero or more cache files (.GWS) as well as raw data files. Please ensure the manifest XML file and cache files are unzipped to the drawing directory or your current MapCache directory. You may also need to update the cache manifest XML file to point to the unzipped location of the data files. *** Map 2007 Data and Cache files *** The drawing '\\server6\civil\_2021\P21TBB-012\CAD\TSP_DET_TESC.dwg' refers to a cache manifest XML file, zero or more cache files (.GWS) as well as raw data files. Please ensure the manifest XML file and cache files are unzipped to the drawing directory or your current MapCache directory. You may also need to update the cache manifest XML file to point to the unzipped location of the data files. *** Map 2007 Data and Cache files *** The drawing '\\server6\civil\_2021\P21TBB-012\CAD\TSP_DET_UTIL.dwg' refers to a cache manifest XML file, zero or more cache files (.GWS) as well as raw data files. Please ensure the manifest XML file and cache files are unzipped to the drawing directory or your current MapCache directory. You may also need to update the cache manifest XML file to point to the unzipped location of the data files. *** Map 2007 Data and Cache files *** The drawing '\\server6\civil\_2021\P21TBB-012\CAD\TSP_GRAD.dwg' refers to a cache manifest XML file, zero or more cache files (.GWS) as well as raw data files. Please ensure the manifest XML file and cache files are unzipped to the drawing directory or your current MapCache directory. You may also need to update the cache manifest XML file to point to the unzipped location of the data files. *** Map 2007 Data and Cache files *** The drawing '\\server6\civil\_2021\P21TBB-012\CAD\TSP_GRAD_OA.dwg' refers to a cache manifest XML file, zero or more cache files (.GWS) as well as raw data files. Please ensure the manifest XML file and cache files are unzipped to the drawing directory or your current MapCache directory. You may also need to update the cache manifest XML file to point to the unzipped location of the data files. *** Map 2007 Data and Cache files *** The drawing '\\server6\civil\_2021\P21TBB-012\CAD\TSP_PAVE.dwg' refers to a cache manifest XML file, zero or more cache files (.GWS) as well as raw data files. Please ensure the manifest XML file and cache files are unzipped to the drawing directory or your current MapCache directory. You may also need to update the cache manifest XML file to point to the unzipped location of the data files. *** Map 2007 Data and Cache files *** The drawing '\\server6\civil\_2021\P21TBB-012\CAD\TSP_PAVE_OA.dwg' refers to a cache manifest XML file, zero or more cache files (.GWS) as well as raw data files. Please ensure the manifest XML file and cache files are unzipped to the drawing directory or your current MapCache directory. You may also need to update the cache manifest XML file to point to the unzipped location of the data files. *** Map 2007 Data and Cache files *** The drawing '\\server6\civil\_2021\P21TBB-012\CAD\TSP_PROF_GRAD.dwg' refers to a cache manifest XML file, zero or more cache files (.GWS) as well as raw data files. Please ensure the manifest XML file and cache files are unzipped to the drawing directory or your current MapCache directory. You may also need to update the cache manifest XML file to point to the unzipped location of the data files. *** Map 2007 Data and Cache files *** The drawing '\\server6\civil\_2021\P21TBB-012\CAD\TSP_PROF_SEWER.dwg' refers to a cache manifest XML file, zero or more cache files (.GWS) as well as raw data files. Please ensure the manifest XML file and cache files are unzipped to the drawing directory or your current MapCache directory. You may also need to update the cache manifest XML file to point to the unzipped location of the data files. *** Map 2007 Data and Cache files *** The drawing '\\server6\civil\_2021\P21TBB-012\CAD\TSP_PROF_STORM.dwg' refers to a cache manifest XML file, zero or more cache files (.GWS) as well as raw data files. Please ensure the manifest XML file and cache files are unzipped to the drawing directory or your current MapCache directory. You may also need to update the cache manifest XML file to point to the unzipped location of the data files. *** Map 2007 Data and Cache files *** The drawing '\\server6\civil\_2021\P21TBB-012\CAD\TSP_PROF_WATER.dwg' refers to a cache manifest XML file, zero or more cache files (.GWS) as well as raw data files. Please ensure the manifest XML file and cache files are unzipped to the drawing directory or your current MapCache directory. You may also need to update the cache manifest XML file to point to the unzipped location of the data files. *** Map 2007 Data and Cache files *** The drawing '\\server6\civil\_2021\P21TBB-012\CAD\TSP_TESC.dwg' refers to a cache manifest XML file, zero or more cache files (.GWS) as well as raw data files. Please ensure the manifest XML file and cache files are unzipped to the drawing directory or your current MapCache directory. You may also need to update the cache manifest XML file to point to the unzipped location of the data files. *** Map 2007 Data and Cache files *** The drawing '\\server6\civil\_2021\P21TBB-012\CAD\TSP_TESC_OA.dwg' refers to a cache manifest XML file, zero or more cache files (.GWS) as well as raw data files. Please ensure the manifest XML file and cache files are unzipped to the drawing directory or your current MapCache directory. You may also need to update the cache manifest XML file to point to the unzipped location of the data files. *** Map 2007 Data and Cache files *** The drawing '\\server6\civil\_2021\P21TBB-012\CAD\TSP_UTIL.dwg' refers to a cache manifest XML file, zero or more cache files (.GWS) as well as raw data files. Please ensure the manifest XML file and cache files are unzipped to the drawing directory or your current MapCache directory. You may also need to update the cache manifest XML file to point to the unzipped location of the data files. *** Map 2007 Data and Cache files *** The drawing '\\server6\civil\_2021\P21TBB-012\CAD\TSP_UTIL_OA.dwg' refers to a cache manifest XML file, zero or more cache files (.GWS) as well as raw data files. Please ensure the manifest XML file and cache files are unzipped to the drawing directory or your current MapCache directory. You may also need to update the cache manifest XML file to point to the unzipped location of the data files. TSP_DEMO.dwg TSP_DEMO_OA.dwg TSP_DET_GRAD.dwg TSP_DET_PAVE.dwg TSP_DET_TESC.dwg TSP_DET_UTIL.dwg TSP_GRAD.dwg TSP_GRAD_OA.dwg TSP_PAVE.dwg TSP_PAVE_OA.dwg TSP_PROF_GRAD.dwg TSP_PROF_SEWER.dwg TSP_PROF_STORM.dwg TSP_PROF_WATER.dwg TSP_TESC.dwg TSP_TESC_OA.dwg TSP_UTIL.dwg TSP_UTIL_OA.dwg 00-Xref/TSP_X-ARCH-Storage.dwg 00-Xref/TSP_X-ARCH.dwg 00-Xref/TSP_X-ASBUILTS.dwg 00-Xref/TSP_X-BUFFER.dwg 00-Xref/TSP_X-DEMO.dwg 00-Xref/TSP_X-FLDPLN MITIGATION.dwg 00-Xref/TSP_X-LIMIT.dwg 00-Xref/TSP_X-PAVE.dwg 00-Xref/TSP_X-PROP.dwg 00-Xref/TSP_X-SEWER.dwg 00-Xref/TSP_X-STORM.dwg 00-Xref/TSP_X-TB_22x34.dwg 00-Xref/TSP_X-TESC.dwg 00-Xref/TSP_X-UTIL.dwg 00-Xref/TSP_X_FIELD.dwg 00-Xref/TSP_X_GRADE-PROF.dwg 00-Xref/TSP_X_Grade.dwg 00-Xref/TSP_X_SEWER-PROF.dwg 00-Xref/TSP_X_STORM-PROF.dwg 00-Xref/TSP_X_SURV.dwg 00-Xref/TSP_X_TB_22x34 AB.dwg 00-Xref/TSP_X_TB_22x34 COR.dwg 00-Xref/TSP_X_WATER-PROF.dwg 01-Architectural/2022-04-05 TB/21032_SoundersFC-GSLogoNEW_Black-1028434.jpg 01-Architectural/2024-03-21 Water As built/36455-ASB-Water-032124_CPL.dwg 05-Details/201.00.pdf NOTES: 1. NO STEPS ARE REQUIRED WHEN HEIGHT IS 4' OR LESS. 2. THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE SLOPED TO FACILITATE CLEANING. 3. THE RECTANGULAR FRAME AND GRATE MUST BE INSTALLED WITH THE FLANGE DOWN. THE FRAME MAY BE CAST INTO THE ADJUSTMENT SECTION. 4. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM TO 2.5" MAXIMUM. PROVIDE A 1.5" MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04. 3. 5. ALL GRADE RINGS, RISERS, AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04. 3. 6. WHEN CONNECTING TO A NEW PIPE, USE A FLEXIBLE CONNECTOR ( KOR- N-SEAL BOOT WITH CORRUGATED PIPE ADAPTER OR APPROVED EQUAL). WHEN CONNECTING TO AN EXISTING PIPE, USE A FABRICATED SAND COLLAR OF THE SAME MATERIAL AS THE CONNECTING PIPE. 7. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER' S DIRECTIONS. 8. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 9. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. CATCH BASIN FRAME AND VANED GRATE PER STD. PLAN 204. 00 RECTANGULAR OR CIRCULAR ADJUSTMENT SECTION ( TWO SECTIONS MAX.) MORTAR, ( TYP.), SEE NOTE 5 FLAT SLAB TOP SEE NOTE 6, TYP. REINFORCING STEEL, ( TYP.) GRAVEL BACKFILL FOR PIPE ZONE BEDDING PER WSDOT STD. SPECIFICATION SECTION 9-03. 12(3) INTEGRAL BASE PRECAST WITH RISER STEPS OR LADDER 4" MIN. 16" MAX.28" MAX. 48", 54", 60", 72", 84", 96", 120" OR 144" 12" ( TYP.) 24" MIN. 12" MAX. 1" MIN. 2.5" MAX. 12" 6" 15' MAX. FOR MAINTENANCE SEPARATE BASE PRECAST O" RING 12" 6" CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER MIN. WALL THICKNESS MIN. BASE THICKNESS MAXIMUM KNOCKOUT SIZE MINIMUM DISTANCE BETWEEN KNOCKOUTS 48" 4" 6" 36" 8" 54" 4.5" 8" 42" 8" 60" 5" 8" 48" 8" 72" 6" 8" 60" 12" 84" 8" 12" 72" 12" 96" 8" 12" 84" 12" 120" 10" 12" 96" 12" 144" 12" 12" 108" 12" PIPE ALLOWANCES CATCH BASIN DIAMETER PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER CONCRETE ALL METAL CPSSP 1 SOLID WALL PVC 2 PROFILE WALL PVC 3 48" 24" 30" 24" 30" 30" 54" 30" 36" 30" 36" 36" 60" 36" 42" 36" 42" 42" 72" 42" 54" 42" 48" 48" 84" 54" 60" 54" 48" 48" 96" 60" 72" 60" 48" 48" 120" 66" 84" 60" 48" 48" 144" 78" 96" 60" 48" 48" 1 CORRUGATED POLYETHYLENE STORM SEWER PIPE ( STD. SPEC. 9-05. 20) 2 STD. SPEC. 9-05. 12( 1) 3 STD. SPEC. 9-05. 12( 2) CATCH BASIN TYPE 2 STD. PLAN - 201. 00 PUBLIC WORKS DEPARTMENT APPROVED: DATEGregg Zimmerman Public Works Administrator UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE ( NTS) DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 9/ 28/ 2018 | 9: 45 AM 05-Details/204.40.pdf COVER SECTION VIEW ASTM A48 CL35B00371780MO/ DA/YR X3717C1PTEON BOLTING DETAIL GASKET GROOVE DETAIL FRAME SECTION VIEW COVER BOTTOM VIEW PLAN VIEW DRAINIFCOMADEINUSA EJIW DUMPNOPOLLU T AN T S DRAINS T O S T REAMNOTES: 1. ALL COVERS SHALL BE LOCKING LID PER EJ No. 3717C1 OR APPROVED EQUAL. 2.THIS COVER SHALL ONLY BE USED FOR STRUCTURES WITHIN PRIVATE DEVELOPMENTS OUTSIDE OF PUBLIC RIGHTOF-WAY. 1/2" LETTERING BOLT HOLES - 3 PLACES EQUALLY SPACED 120° APART ON 23 1/16" DIA. B. C. 1 1/4" LETTERING 1) 1" DIA. PICKHOLE 25" DIA. 3/ 4"1"2 1/ 2" 8 3/ 4"TYP.) 3) BLT SOC. (ALLEN HEAD) 5/8"-11 x 1.5 SS RUBBER WASHER 5/ 8" 25 1/ 4" DIA. 26 1/ 2" DIA. 23 3/8" DIA. CL OPEN 27 5/ 16" DIA. 34 1/ 8" DIA. 1 1/16" 6"1/8" 1/4" 1 1/ 16" R1/ 8" 1/4" DIA. NEOPRENE GASKET SKIDGROOVE PATTERN DETAIL 1/ 2" 1/4" 3/16"SKID GROOVE PATTERN STORM ROUND FRAME AND COVER PRIVATE) STD. PLAN - 204. 40 PUBLIC WORKS DEPARTMENT APPROVED: DATEMartin Pastucha Public Works Administrator UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)DocuSign Envelope ID: 3B1B34D3- 7E0A- 476C- ADB3- 4329FFE0C108 05-Details/216.30.jpg 05-Details/267.00_SDNotes-01.pdf SURFACE WATER STANDARD PLAN NOTES (1 OF 2) STD. PLAN - 267. 00 PUBLIC WORKS DEPARTMENT APPROVED: DATEMartin Pastucha Public Works Administrator UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) SURFACE WATER STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE SURFACE WATER STANDARD PLAN NOTES. 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE- CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT' S CONTRACTOR. 2. THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE, AND FEDERAL PERMITS PRIOR TO CONSTRUCTION. 3. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL ( RENTON SWDM), RENTON MUNICIPAL CODE ( RMC), AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION ( APWA). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 4. APPROVAL OF THE ROAD, GRADING, PARKING, BUILDING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION ( E.G. WATER, SEWER, GAS, ELECTRICAL. ETC.). PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY. 5. A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE APPLICANT' S CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE AS- BUILT DRAWINGS ALL UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO THE APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD IF A CONFLICT EXISTS. 7. VERTICAL DATUM SHALL BE NAVD 88 AND HORIZONTAL DATUM SHALL BE NAD 83 ( WA STATE PLANE, NORTH), UNLESS OTHERWISE APPROVED BY THE CITY. REFERENCE BENCHMARK, DATUM, AND ELEVATIONS SHALL BE NOTED ON THE PLANS. 8. ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY PER SECTION 2-03. 3(14)D - COMPACTION AND MOISTURE CONTROL TESTS OF THE WSDOT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS, ALL TRENCH BACKFILL SHALL BE FIRM AND UNYIELDING BUT IN NO CASE SHALL BE COMPACTED TO MORE THAN 92% OF MAXIMUM DRY DENSITY. 9. OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION STANDARDS. 10. ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE START OF CONSTRUCTION. WHERE SHOWN ON THE PLANS OR WHERE DIRECTED BY THE CITY, THE EXISTING MANHOLES, CATCH BASINS, OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED. 11. ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO, OR IN CONJUNCTION WITH, ANY CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE CITY. 12. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220. 00, 220. 10, AND 220. 20. 13. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 1, 2, OR 5 INSIDE AND OUTSIDE. 14. ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FITTED WITH DUCTILE IRON, BOLT- LOCKING LIDS PER THE CITY STANDARD PLAN 204. 10, 204. 20, 204. 30, 204. 40, AND 204. 50. STRUCTURES SHALL HAVE: RECTANGULAR OR ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND OUTSIDE OF THE ROADWAY. ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE ROADWAY, BUT OUTSIDE OF THE CURB/ GUTTER LINE. ROUND, SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT- OF- WAY OR IN AN EASEMENT TO THE CITY. PRIVATE STRUCTURE LIDS OUTSIDE PUBLIC RIGHT- OF- WAY AND EASEMENTS TO THE CITY SHALL NOT DISPLAY THE CITY LOGO. 15. BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES OF THE RENTON SWDM. 16. LIDS OF MANHOLES/ CATCH BASINS WITHIN PUBLIC RIGHT- OF- WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLE/ CATCH BASIN RIMS SHALL BE ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN. 17. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT- OF- WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. DocuSign Envelope ID: 3B1B34D3- 7E0A-476C-ADB3-4329FFE0C108 8/ 13/ 2020 | 8: 48 05-Details/267.00_SDNotes-02.pdf SURFACE WATER STANDARD PLAN NOTES (2 OF 2) STD. PLAN - 267. 10 PUBLIC WORKS DEPARTMENT APPROVED: DATEMartin Pastucha Public Works Administrator UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE SURFACE WATER STANDARD PLAN NOTES. 18. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE ( 1) FOOT AND SHALL MEET THE FOLLOWING SPECIFICATIONS: 4 - 8 INCH ROCK / 40 - 70% PASSING; 2 - 4 INCH ROCK / 30 - 40% PASSING; AND LESS THAN 2 INCH ROCK / 10 - 20% PASSING. 19. FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE, UNLESS APPROVED BY THE CITY. FOOTING DRAINS SHALL NOT BE CONNECTED TO ON- SITE BMPS. 20. THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A BOLT- LOCKING LID MARKED " STORM” OR " DRAIN" SHALL BE LOCATED AT THE PROPERTY LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227. 00. 21. ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTON STATE, AND CUT SHEETS SHALL BE PROVIDED TO THE CITY PRIOR TO CONSTRUCTION. 22. ALL NEWLY- INSTALLED AND NEWLY- REHABILITATED ( PUBLIC AND PRIVATE) STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV ACCORDING TO THE CITY STANDARD PLAN 266. 00. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERS AND/ OR PAVEMENT. 23. ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION 7-04. 3(1) OF THE WSDOT STANDARD SPECIFICATIONS AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY. STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS TESTED. 24. FOR ALL DISTURBED PERVIOUS AREAS ( COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN 264. 00. 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVE THE APPLICANT OF THE CONTINUING LEGAL OBLIGATION AND/ OR LIABILITY CONNECTED WITH STORMWATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE STORM SYSTEM PROVIDED DURING CONSTRUCTION. 26. ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER ACTIONS NEEDED TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK SHALL BE PROVIDED. ANY WORK WITHIN THE TRAVELED RIGHT- OF- WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-10 TEMPORARY TRAFFIC CONTROL SHALL APPLY. 27. PROJECTS LOCATED WITHIN THE CITY' S AQUIFER PROTECTION AREA ( APA) SHALL COMPLY WITH SPECIAL REQUIREMENT # 6 OF THE RENTON SWDM AND AQUIFER PROTECTION REGULATIONS ( RMC 4-3-050). 28. PLACEMENT OF SURFACE APPURTENANCES ( CATCH BASIN/ MANHOLE LIDS, CLEANOUTS, INLETS, ETC.) IN THE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OF STREET TRAVEL LANES, BIKE LANES, SIDEWALKS, AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE. ANY SURFACE APPURTENANCE PLACED IN A SIDEWALK OR CROSSWALK SHALL BE FITTED WITH A NON- SLIP OR NON- SKID LID PER ADA REQUIREMENTS. 29. CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS SHALL BE MAINTAINED BY THE APPLICANT. 30. MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1.A2 OF THE RENTON SWDM. 31. CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO CONSTRUCTION APPROVAL OF THE PAVEMENT. COMPLIANCE MAY BE CHECKED USING A SIMPLE BUCKET TEST IN WHICH 5 GALLONS OF WATER IS POURED ONTO THE PAVEMENT SURFACE ALL AT ONCE. IF ONLY A MINOR AMOUNT OF WATER PONDS OR RUNS OFF THE SURFACE, THEN THE PAVEMENT IS CONSIDERED TO MEET THE MINIMUM RATE OF ABSORPTION. AT LEAST ONE TEST SHALL BE CONDUCTED PER 1,000 SQUARE FEET OF PERMEABLE PAVEMENT. IF THIS TEST IS NOT CONCLUSIVE, THEN ANOTHER TEST PER ASTM C1701 SHALL BE CONDUCTED. FOR LARGE AREAS ( E.G., PARKING AREAS), TESTING OBSERVATION MAY BE ACCOMPLISHED WHILE WALKING BEHIND A SLOWLY MOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR TO THE BUCKET TEST. PERMEABLE PAVERS SHALL BE TESTED USING ASTM C1781. SURFACE WATER STANDARD PLAN NOTES: DocuSign Envelope ID: 3B1B34D3- 7E0A-476C-ADB3-4329FFE0C108 8/ 13/ 2020 | 8: 48 05-Details/268.00-ECNotes.pdf EROSION AND SEDIMENT CONTROL STANDARD PLAN NOTES STD. PLAN - 268. 00 EROSION AND SEDIMENT CONTROL ( ESC) STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE EROSION AND SEDIMENT CONTROL ( ESC) PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE ESC STANDARD PLAN NOTES. 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE- CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT' S CONTRACTOR. 2. THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY ( ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT. 3. THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST- PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS. 4. THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLAN( S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL ( RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 5. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK- OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE. 6. WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF- SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON- SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS. 7. ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/ OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/ OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON- SITE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON- SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT. 8. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY. 9. THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 10. APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR STORMWATER FACILITIES. 11. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 12. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON ( OCTOBER 1ST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON ( MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS ( E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM. 13. WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY. 14. ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN ( 7) DAYS. 15. THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY. 16. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216. 30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. 17. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT- LADEN WATER INTO THE DOWNSTREAM SYSTEM. 18. ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 19. AREAS DESIGNATED ON THE PLAN( S) CONTAINING EXISTING STORMWATER FACILITIES OR ON- SITE BMPS ( AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION. 20. PRIOR TO THE BEGINNING OF THE WET SEASON ( OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW. 21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT- LADEN WATER FROM LEAVING THE PROJECT SITE, ALL ESC BMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON- SITE BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST. 22. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS- OF- WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHTS- OF- WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. PUBLIC WORKS DEPARTMENT APPROVED: DATEGregg Zimmerman Public Works Administrator UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE ( NTS) DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 9/ 28/ 2018 | 9: 45 AM 05-Details/COR Silt Fence Detail.pdf 1. CONDITIONS OF USE 1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. 1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MUST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE GEOTEXTILE USED MUST MEET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER' S FABRIC SPECIFICATIONS MUST BE AVAILABLE ON SITE. 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2H: 1V 2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4"X4" TRENCH MAY BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE FABRIC IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 2.5. FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOURS WHENEVER POSSIBLE. 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. 3.2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVE THE TRAPPED SEDIMENT. 3.4. SEDIMENT MUST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. 3.5. IF THE FILTER FABRIC ( GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. NOTES: JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS 2"x2" 14 GAUGE WIRE, OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC 2' MIN. 12" MIN. 4"x4" MIN. TRENCH BACKFILL TRENCH WITH NATIVE SOIL OR 3/4" TO 1-1/2" WASHED GRAVEL 2"x4" WOOD POSTS, STEEL FENCE POSTS, OR EQUIVALENT ( TYP.) 6' MAX. POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED AOS ( ASTM D4751) 30-100 SIEVE SIZE ( 0.60- 0.15mm) FOR SILT FILM 50-100 SIEVE SIZE ( 0.30- 0.15mm) FOR OTHER FABRICS WATER PERMITTIVITY ( ASTM D4491) 0.02 SEC1 MINIMUM GRAB TENSILE STRENGTH ( ASTM D4632) 180 LBS. MIN. FOR EXTRA STRENGTH FABRIC 100 LBS. MIN. FOR STANDARD STRENGTH FABRIC GRAB TENSILE ELONGATION ( ASTM D4632) 30% MAX. ( WOVEN) ULTRAVIOLET RESISTANCE ( ASTM D4355) 70% MIN. SILT FENCE STD. PLAN - 214. 00 PUBLIC WORKS DEPARTMENT APPROVED: DATEGregg Zimmerman Public Works Administrator UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE ( NTS) DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 9/ 28/ 2018 | 9: 45 AM 05-Details/COR STD 200.00.JPG 05-Details/COR STD 202.00.jpg 05-Details/COR STD 204.10.jpg 05-Details/COR STD 204.20.jpg 05-Details/COR STD 204.60.jpg 05-Details/COR Tree Detail.PNG 05-Details/STD Plan 300.3.pdf TESTING CONNECTION 8'± TEMPORARY BLOCKING EXISTING WATER MAIN POLYPIG STATION PER STD PLAN 300.6 (1) VERTICAL CROSS (MJxFL) (1) BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG (1) BLIND FLANGE ON BOTTOM (1) PLUG (MJ) WITH 2" TAP AND TEMPORARY BLOW-OFF ASSEMBLY WITH TEMPORARY THRUST BLOCKING CONNECTION TO EXISTING MAIN (BY CITY FORCES) (1) TEE (FLxFL) (2) DI SPOOLS (2) SOLID SLEEVES (MJ) OR COUPLING ADAPTERS (ROMAC 501 OR EQUAL) (3) GATE VALVES (FLxMJ) (1) PLUG (MJ) WITH 2" TAP AND TEMPORARY BLOW-OFF ASSEMBLY WITH CONCRETE THRUST BLOCKING PER STD PLAN 330.1 FINAL CONNECTION NEW DI WATER MAIN UPON COMPLETION OF POLYPIGGING, HYDROSTATIC TESTING, AND DISINFECTION, REMOVE TEMPORARY THRUST BLOCKING AND TEMPORARY BLOW-OFF ASSEMBLIES FINAL CONNECTION (BY CITY FORCES) (2) DI SPOOLS (1) DI SLEEVE (MJ) NEW DI WATER MAIN PUBLIC WORKS DEPARTMENT APPROVED: DATEMartin Pastucha Public Works Administrator CONNECTION TO WATER MAIN CUT-IN TEE AND THREE VALVES STD. PLAN - 300.3 05-Details/STD Plan 300.4.pdf TESTING CONNECTION 10'± TEMPORARY BLOCKING POLYPIG STATION PER STD PLAN 300.6 (1) VERTICAL CROSS (MJxFL) (1) BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG (1) BLIND FLANGE ON BOTTOM (1) PLUG (MJ) WITH 2" TAP AND TEMPORARY BLOW-OFF ASSEMBLY WITH TEMPORARY THRUST BLOCKING FINAL CONNECTION NEW DI WATER MAIN UPON COMPLETION OF POLYPIGGING, HYDROSTATIC TESTING, AND DISINFECTION, REMOVE TEMPORARY THRUST BLOCKING AND TEMPORARY BLOW-OFF ASSEMBLIES FINAL CONNECTION (BY CITY FORCES) (1) DI SPOOL (1) DI SLEEVE (MJ) EXISTING TEE, CAP, PLUG, OR DEAD END LINE, DO NOT DISTURB BLOCKING EXISTING WATER MAIN NEW DI WATER MAIN PUBLIC WORKS DEPARTMENT APPROVED: DATEMartin Pastucha Public Works Administrator CONNECTION TO WATER MAIN EXISTING TEE OR END LINE CAP STD. PLAN - 300.4 05-Details/STD Plan 300.7.pdf NOTES: 1. THE BACKFLOW PREVENTION ASSEMBLY AND SUPPLY HOSE MUST BE DISCONNECTED DURING HYDROSTATIC PRESSURE TESTING OF THE NEW WATER MAIN. 2. POLYPIG AND ALL DEBRIS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS VIA SANITARY METHOD PRIOR TO DISINFECTION OF NEW WATER MAIN. 3. UPON REMOVAL OF POLYPIG, REMOVE TEMPORARY BLOW-OFF ASSEMBLY AND INSTALL 2" PLUG. 4. THE NEW WATER MAIN SHALL BE CONNECTED TO THE EXISTING SYSTEM ONLY AFTER NEW WATER MAIN IS POLYPIGGED, DISINFECTED AND SATISFACTORY BACTERIOLOGICAL SAMPLE RESULTS ARE OBTAINED. 5. THE INTERIORS OF ALL PIPES AND FITTINGS TO BE USED IN FINAL CONNECTION MUST BE SWABBED OR SPRAYED WITH A 5-6% AVAILABLE CHLORINE SOLUTION. NEW DI WATER MAIN SUPPLY HOSE METERED BACKFLOW ASSEMBLY (TO BE OBTAINED FROM CITY) (1) 2 12" CONTROL VALVE (1) CONSTRUCTION METER (1) RPBA HYDRANT ON EXISTING WATER MAIN POLYPIG TEMPORARY BLOW-OFF ASSEMBLY (1) 2" GALVANIZED PIPE (1) 2" 90° BEND (1) 2" GATE VALVE POLYPIG STATION (1) VERTICAL CROSS (MJxFL), SIZE TO MATCH WATER MAIN (1) BLIND FLANGE WITH 2" TAP ON TOP OF CROSS (1) TEMPORARY BLOW-OFF ASSEMBLY (1) BLIND FLANGE ON BOTTOM OF CROSS (1) PLUG (MJ) ON END OF CROSS WITH TEMPORARY THRUST BLOCKING TEMPORARY BLOCKING PUBLIC WORKS DEPARTMENT APPROVED: DATEMartin Pastucha Public Works Administrator POLYPIGGING NEW WATER MAINS STD. PLAN - 300.7 05-Details/STD Plan 310.1.pdf C L A HYDRANT COMPRESSION TYPE HYDRANT (SEE APPROVED MATERIALS LIST) WITH 6" MJ INLET WITH LUGS, 5 14" MVO, 1 14" PENTAGON OPERATING NUT, TWO (2) 2 12" NST HOSE NOZZLES, AND 4.875" SST PUMPER NOZZLE EQUIPPED WITH 5" STORZ ADAPTER AND 1/8" STAINLESS STEEL CABLE, WITH EXTENSION IF NECESSARY. TEE MAIN LINE TEE WITH 6" FLANGE SIDE OUTLET VALVE 6" GATE VALVE (FLxMJ) VALVE BOX VALVE BOX AND LID PER STD PLAN 330.7 PIPE CLASS 52 DI, LENGTH TO FIT JOINT RESTRAINT MECHANICAL JOINT RESTRAINT OR (2) 3/4" CORTEN STEEL TIE RODS FOR DISTANCES OVER ONE PIPE LENGTH GRAVEL 1 14" WASHED DRAIN ROCK, MINIMUM 1' ABOVE BOOT FLANGE WITH 8-MIL POLYETHYLENE SHEETING AROUND TOP AND SIDES OF GRAVEL CONCRETE BLOCK MINIMUM 16"x8"x4" CONCRETE BLOCKS UNDER FIRE HYDRANT AND GATE VALVE BLOCKING CONCRETE BLOCKING PER STD PLAN 330.1 SHEAR BLOCK 4'x4'x6" CONCRETE SHEAR BLOCK AROUND FIRE HYDRANT WITH EXPANSION JOINT AT BACK OF SIDEWALK, FINISH TO MATCH SIDEWALK, ALL CONCRETE SHALL BE MINIMUM 3,000 PSI AND SHALL BE MECHANICALLY MIXED - JOB SITE MIXING, HAND-MIXED CONCRETE, AND MOBILE CONCRETE MIXERS ARE NOT ALLOWED. PAVEMENT MARKER BLUE REFLECTIVE PAVEMENT MARKER PER STD PLAN 310.3 BE K MAIN ROADWAY OR NEAREST LANE CHANNELIZATION 1' MIN A1' MIN 4" 4" PER MANUFACTURER'S RECOMMENDATION F MATERIALS NOTES: 1. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF SAFETY YELLOW DTM ACRYLIC GLOSS OR ENAMEL PAINT. 2. PUMPER NOZZLE TO FACE ROADWAY OR AS DIRECTED BY RRFA. 3. A MINIMUM 3' RADIUS UNOBSTRUCTED WORKING AREA SHALL BE PROVIDED AROUND THE OUTSIDE OF THE HYDRANT. H H J G D C I B C D E F G H I J K PUBLIC WORKS DEPARTMENT APPROVED: DATEMartin Pastucha Public Works Administrator FIRE HYDRANT ASSEMBLY STD. PLAN - 310.1 05-Details/STD Plan 320.2.pdf A TEE 2" TAPPED REDUCING TEE (MJxFIPT) 2" TAPPED REDUCING TEE (MJxFIPT) PIPE 2" BRASS NIPPLE (MIPT), 4" LENGTH 2" BRASS NIPPLE (MIPT), 4" LENGTH VALVE 2" GATE VALVE (FIPT) WITH SQUARE OPERATING NUT AND EXTENSION PER STD PLAN 330.8 2" GATE VALVE (FIPT) WITH SQUARE OPERATING NUT AND EXTENSION PER STD PLAN 330.8 VALVE BOX VALVE BOX AND LID PER STD PLAN 330.8 VALVE BOX AND LID PER STD PLAN 330.8 COUPLING 2" x 1 12" BRASS COUPLING (MIPT x PACK JOINT), FORD C44-76-Q-NL OR EQUAL 2" BRASS COUPLING (MIPT x PACK JOINT), FORD C84-77-Q-NL OR EQUAL TUBING 1 12" TYPE "K" SOFT COPPER TUBING 2" TYPE "K" SOFT COPPER TUBING BEND 1 12" 90° BRASS BEND (PACK JOINT x PACK JOINT OR PACK JOINT x FIPT), FORD L44-66-Q-NL OR L41-66-Q-NL OR EQUAL 2" 90° BRASS BEND (PACK JOINT x PACK JOINT OR PACK JOINT x FIPT), FORD L44-77-Q-NL OR L41-77-Q-NL OR EQUAL METER SETTER 1 12" VERTICAL METER SETTER WITH BYPASS, FLANGED ANGLE BALL VALVE AND PADLOCK WINGS ON INLET, ANGLE CHECK VALVE ON OUTLET, AND BALL VALVE ON BYPASS WITH PADLOCK WINGS, FORD VBH86-12B-11-66-Q-NL, A.Y. MCDONALD 730B-612WDFF665, OR MUELLER B-2427N (1 12"), BYPASS NOT PERMITTED ON IRRIGATION METERS 2" VERTICAL METER SETTER WITH BYPASS, FLANGED ANGLE BALL VALVE AND PADLOCK WINGS ON INLET, ANGLE CHECK VALVE ON OUTLET, AND BALL VALVE ON BYPASS WITH PADLOCK WINGS, FORD VBH87-12B-11-77-Q-NL, A.Y. MCDONALD 730B-612WDFF665, OR MUELLER B-2427N (2"), BYPASS NOT PERMITTED ON IRRIGATION METERS METER SPREADER 13 316" RIGID METER SPREADER (TEMPORARY) 17 316" RIGID METER SPREADER (TEMPORARY) WATER METER AMI WATER METER WITH RADIO AND BATTERY UNIT, TO BE SUPPLIED AND INSTALLED BY CITY FORCES AMI WATER METER WITH RADIO AND BATTERY UNIT, TO BE SUPPLIED AND INSTALLED BY CITY FORCES METER BOX 17"X30" METER BOX, ARMORCAST A6001640PCX18, WITH METER BOX LID, ARMORCAST A6001947RCI-H7, TO READ "RENTON WATER" 17"X30" METER BOX, ARMORCAST A6001640PCX18, WITH METER BOX LID, ARMORCAST A6001947RCI-H7, TO READ "RENTON WATER" COUPLER 1 12" COUPLER (PACK JOINT x PACK JOINT), FORD C4#-6#-Q-NL OR EQUAL, WITH GALVANIZED PLUG IF PRIVATE SERVICE LINE IS NOT YET INSTALLED 2" COUPLER (PACK JOINT x PACK JOINT), FORD C4#-7#-Q-NL OR EQUAL, WITH GALVANIZED PLUG IF PRIVATE SERVICE LINE IS NOT YET INSTALLED GRAVEL CRUSHED ROCK BASE TO SUPPORT METER BOX, METER BYPASS TO BE EXPOSED CRUSHED ROCK BASE TO SUPPORT METER BOX, METER BYPASS TO BE EXPOSED B C D E F G H I J K L PROPERTY LINE PROPERTY LINE FINISHED GRADE SIDEWALK 21" TO 30" 24" TO 30" 12" IN UNIMPROVED ROW INSTALL METER BOX AT PROPERTY LINE WITH 12" COPPER TAILPIECE CITY PIPING PIPING PRIVATE A B C D G H I JK E L M MAIN MATERIALS 1 1/2" SERVICE 2" SERVICE 9" TO 12" F E M PUBLIC WORKS DEPARTMENT APPROVED: DATEMartin Pastucha Public Works Administrator 1 12" AND 2" WATER SERVICE IN PLANTING STRIP STD. PLAN - 320.2 05-Details/STD Plan 320.4a.pdf ELEVATION PIPE SLEEVE V H O P T S J K L M N E D C A B U EB C D T Q PVC PIPE SLEEVE EPOXY SEALANT EPDM MODULAR SEAL, LINK-SEAL MODEL C WITH 316SS BOLTS AND NUTS PIPE 6" MIN 6" MIN 12" MIN 6" MIN 6" MIN 12" MIN 6" MIN 6" MIN R PLAN C F G I Q PIPE SLEEVE SEE DETAIL, THIS SHEET R Q PIPE SLEEVE SEE DETAIL THIS SHEET S A 12" MIN W PUBLIC WORKS DEPARTMENT APPROVED: DATEMartin Pastucha Public Works Administrator 3", 4", AND 6" WATER METER STD. PLAN - 320.4 Sht. 1 of 2 05-Details/STD Plan 320.4b.pdf MATERIALS NOTES: 1. VAULTS SHOULD NOT BE INSTALLED IN AREAS WITH VEHICLE TRAFFIC. 2. ALL INTERIOR METAL INCLUDING PIPE, VALVES, AND FITTINGS TO BE PAINTED WITH TWO COATS OF EPOXY AS APPROVED BY THE ENGINEER. USE TNEMEC SERIES 135 CHEMBUILD MODIFIED POLYAMIDE EPOXY. APPLY PER MANUFACTURERS INSTRUCTIONS. 3. VAULT AND HATCH MODELS ARE PROVIDED AS REFERENCE. SHOP DRAWINGS SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. 4. FOR 3" AND 4" METERS, USE 2" BYPASS MATERIALS, AND FOR 6" METERS, USE 3" BYPASS MATERIALS, AS INDICATED BELOW. 5. INSTALL WATER METER RADIO & BATTERY UNITS IN ACCESS HATCH PANELS WITH MINIMUM 6" SEPARATION. A VAULT MODEL NUMBERS METER SIZE VAULT BASE PIECE CENTER PIECE TOP PIECE ACCESS HATCH 3" 676-WA NO. 676-BL NO. 676-MLW NO. 676-TL-2-332P HHD-1C 4" 676-WA NO. 676-BL NO. 676-MLW NO. 676-TL-2-332P HHD-1C 6" 4484-LA NO. 4484-BL NO. 4484-ML NO. 4484-TL-2-332P HHD-2D METER AMI WATER METER (SENSUS OMNI WITH INTERNAL STRAINER) WITH RADIO AND BATTERY UNIT METER TEST PORT 2" BRASS NIPPLE (MIPTxMIPT), 6" LONG, CONNECTED TO TEST PORT OF COMPOUND METER 1" BALLCORP (MIPTxFIPT), FORD FB1700-4-NL OR EQUAL, FOR 3" METER OR 1 12" BALLCORP (MIPTxFIPT), FORD FB1700-6-NL OR EQUAL, FOR 4" AND 6" METERS 2"X2 12" ADAPTER (MIPTxMNST) 2 12" CAP (FNST) ADAPTER FLANGED COUPLING ADAPTER, MEGAFLANGE SERIES 2100, OR EQUAL PIPE CLASS 52 DI PIPE (PExFL) VALVE (2) GATE VALVE (FLxFL) WITH HANDWHEEL PIPE SUPPORT ADJUSTABLE PIPE SADDLE SUPPORT, GRINNELL FIG 264 OR EQUAL, WITH BASE, BOLTED TO FLOOR SERVICE SADDLE (2) 2" NPT SADDLE, SMITH-BLAIR MODEL 313 OR EQUAL OR (2) 6"X3" TEE (MJxFL) BYPASS VALVE (2) 2" BRASS GATE VALVE (IPT) OR (2) 3" GATE VALVE (FLxFL) WITH 3" THREADED (IPT) FLANGE BEND (2) 2" 90° BEND OR (2) 3" 90° BEND BYPASS PIPE 2" GALVANIZED PIPE, EPOXY COATED, OR 3" GALVANIZED PIPE, EPOXY COATED BYPASS METER VALVE 2" STRAIGHT FLANGE BALL VALVE (FLxFIPT) WITH PADLOCK WINGS, FORD BF31-777W-NL OR EQUAL OR 3"x2" REDUCER WITH 2" BRASS NIPPLE BYPASS METER 2" AMI BYPASS METER WITH RADIO AND BATTERY UNIT, TO BE PROVIDED BY THE CITY METER FLANGE 2" METER FLANGE (FLxFIPT), FORD CF31-77-NL OR EQUAL, OR 3"x2" REDUCER WITH 2" BRASS NIPPLE UNION 2" TWO-PART UNION OR 3" TWO-PART UNION TEE 2" TEE OR 3" TEE BUSHING 2"x3/4" BUSHING OR 3"x3/4" BUSHING WITH 3/4" PLUG WATER MAIN CLASS 52 DI PIPE WITH RESTRAINED JOINTS WALL FLANGE MIDSPAN PIPE RESTRAINT WITH CONCRETE BLOCKING PER STD PLAN 350.7 CONCRETE VAULT OLDCASTLE PRECAST VAULT, MODEL NUMBERS PER TABLE BELOW, OR EQUAL DRAIN MINIMUM 4" PVC FLOOR DRAIN, SLOPE TO STORM DRAIN OR DAYLIGHT TO DRAINAGE DITCH WITH WIRE MESH RODENT SCREEN AT DRAIN OUTLET, SEAL PIPE PENETRATION WITH WATER-TIGHT GROUT ACCESS HATCH TWO LOCKING HINGED ALUMINUM DOORS, TRAFFIC-RATED, WITH SLIP-RESISTANT TREATMENT, MARKED "WATER", LW PRODUCTS MODEL NUMBERS PER TABLE BELOW, OR EQUAL. LADDER GALVANIZED STEEL LADDER SECURED TO VAULT PER STD PLAN 350.8 GRAVEL FOUNDATION GRAVEL PER WSDOT STANDARD SPECIFICATIONS, 12" MINIMUM ALL DIRECTIONS B C D E F G H I J K L M N O P Q R S T U V W PUBLIC WORKS DEPARTMENT APPROVED: DATEMartin Pastucha Public Works Administrator 3", 4", AND 6" WATER METER STD. PLAN - 320.4 Sht. 2 of 2 05-Details/STD Plan 330.1.pdf NOTES: 1. MINIMUM BEARING AREA MUST BE ADJUSTED FOR PIPE SIZE, PRESSURE, AND SOIL CONDITIONS. 2. FITTINGS SHALL BE POLYWRAPPED PRIOR TO POURING CONCRETE BLOCKING. 3. CONCRETE BLOCKING SHALL BE CAST IN PLACE AND SHALL HAVE A MINIMUM OF 0.25 SF BEARING AREA AGAINST THE FITTING. 4. CONCRETE BLOCKING SHALL BEAR AGAINST FITTINGS ONLY AND SHALL BE CLEAR OF JOINTS TO PERMIT TAKING UP OR DISMANTLING JOINT. 5. CONTRACTOR SHALL INSTALL BLOCKING ADEQUATE TO WITHSTAND FULL HYDROSTATIC TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATING PRESSURE UNDER ALL CONDITIONS OF SERVICE. 6. ALL CONCRETE SHALL BE MECHANICALLY MIXED. JOB SITE MIXING, HAND-MIXED CONCRETE, AND MOBILE CONCRETE MIXERS ARE NOT ALLOWED. 7. IN MUCK OR PEAT, ALL THRUSTS SHALL BE RESTRAINED BY PILES OR TIE RODS TO SOLID FOUNDATION OR MUCK OR PEAT SHALL BE REMOVED AND REPLACED WITH BALLAST OF SUFFICIENT STABILITY TO RESIST THRUST. 8. CONCRETE BLOCKING SHALL BE LEFT OPEN OR SHEETED FOR MINIMUM 24 HOURS. MINIMUM BEARING AREA AGAINST UNDISTURBED SOIL (SF) * PIPE SIZE PRESSURE (PSI) 4" 200 300 2/(1) 3/(2) 1/(NONE ) 2/(2) 1/(NONE ) 2/(1) NONE 1/(1) NONE NONE 6" 200 300 4/(3) 6/(4) 3/(2) 4/(3) 3/(1) 3/(2) 1/(1) 2/(1) 1/(NONE ) 1/(NONE ) 8" 200 300 7/(5) 11/(8) 5/(3) 8/(5) 4/(3) 6/(4) 2/(2) 3/(2) 1/(1) 2/(1) 10" 200 275 11/(8) 16/(11) 8/(6) 11/(7) 6/(4) 9/(6) 3/(2) 5/(3) 2/(1) 3/(2) 12" 200 250 16/(11) 24/(16) 11/(8) 17/(11) 9/(6) 13/(9) 5/(3) 7/(5) 3/(2) 4/(3) 14" 200 250 22/(13) 33/(22) 16/(11) 23/(16) 12/(8) 18/(12) 6/(4) 9/(6) 3/(2) 5/(3) 16" 200 225 29/(19) 32/(21) 21/(14) 23/(16) 16/(11) 17/(12) 8/(6) 9/(6) 5/(3) 5/(3) 18" 200 36/(24) 26/(17) 20/(13) 10/(7) 5/(4) 20" 200 45/(29) 32/(21) 24/(16) 13/(8) 7/(4) 24" 200 64/(43) 46/(30) 35/(23) 18/(12) 9/(6) * VALUES BASED ON SAFE BEARING LOAD OF 2,000/(3,000) PSF SOIL TYPE SAFE BEARING LOAD (PSF) MUCK OR PEAT 0 SOFT CLAY 1,000 SAND 2,000 SAND AND GRAVEL 3,000 CEMENTED WITH CLAY 4,000 HARD SHALE 10,000 E B D A C B A B C D E 11 14° BEND 22 12° BEND 45° BEND90° BEND CAP / PLUG TEE PUBLIC WORKS DEPARTMENT APPROVED: DATEMartin Pastucha Public Works Administrator CONCRETE BLOCKING FOR HORIZONTAL FITTINGS STD. PLAN - 330.1 05-Details/STD Plan 340.3.pdf CORPORATION STOP 1" BALLCORP WITH AWWA TAPERED (CC) INLET AND COPPER THREAD OUTLET, FORD FB600-4-NL OR EQUAL SWING JOINT 1" BRASS SWING JOINT PIPE 1" TYPE "K" SOFT COPPER TUBING COUPLING 1" STRAIGHT COUPLING (MIPT x PACK JOINT), FORD C84-44, MUELLER H15428, OR EQUAL GATE VALVE 1" BRONZE GATE VALVE, THREADED, RED-WHITE VALVE NO. 280, OHIO BRASS NO. 2500, OR EQUAL UNION 1" BRASS UNION PIPE 1" BRASS NIPPLE AIR & VACUUM RELEASE VALVE ASSEMBLY 1" AIR AND VACUUM RELEASE VALVE ASSEMBLY, APCO NO. 143-C, VAL-MATIC NO. 201-C, OR CRISPIN UL10, OR EQUAL PIPE 1" GALVANIZED IRON NIPPLE BEND 1" 90° GALVANIZED IRON BEND UNION 1" GALVANIZED IRON UNION PIPE 1" GALVANIZED IRON PIPE, LENGTH TO FIT SWING JOINT (1) 2"X1" BELL REDUCER (2) 2" 90° STREET ELLS PIPE 2" GALVANIZED IRON PIPE, LENGTH TO FIT, FIELD LOCATE BEND 2" 180° RETURN BEND, OPEN PATTERN STRAINER 2" BEEHIVE STRAINER METER BOX AND LID METER BOX, ARMORCAST A6001946PCX18, WITH METER BOX LID, ARMORCAST A6001969RCI-H7, TO READ "RENTON WATER" GRAVEL 1 14" WASHED GRAVEL A B C D E F G H I J K L M N O P Q R 12" MIN A B C D E F G B G H I J K L M N O P Q 6" MIN 5" TO 18" NOTES: 1. AIR AND VACUUM RELEASE VALVE ASSEMBLY MUST BE INSTALLED AT THE HIGHEST POINT IN THE WATER MAIN. IF THE HIGH POINT FALLS IN A LOCATION WHERE THE ASSEMBLY CANNOT BE INSTALLED, PROVIDE ADDITIONAL DEPTH OF MAIN TO CREATE THE HIGH POINT AT A LOCATION WHERE THE ASSEMBLY CAN BE INSTALLED. 2. LOCATE METER BOX OUTSIDE OF TRAFFIC AREAS, BEHIND THE CURB. MAIN R MATERIALS FINISHED GRADE PUBLIC WORKS DEPARTMENT APPROVED: DATEMartin Pastucha Public Works Administrator 1" AIR AND VACUUM RELEASE VALVE ASSEMBLY STD. PLAN - 340.3 05-Details/STD Plan 360.1.pdf NOTES: 1. THE RPBA MUST BE LISTED ON THE LATEST VERSION OF "BACKFLOW ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE", PUBLISHED BY THE STATE OF WASHINGTON DEPARTMENT OF HEALTH. 2. THE RPBA MUST BE TESTED BY A WASHINGTON STATE CERTIFIED BACKFLOW ASSEMBLY TESTER UPON INSTALLATION AND ANNUALLY THEREAFTER. ASSEMBLY TO BE MAINTAINED BY PROPERTY OWNER. A COPY OF THE TEST REPORT SHALL BE SENT TO THE CITY OF RENTON WATER UTILITY CROSS CONNECTION CONTROL SPECIALIST, FAX 425-430-7241, EMAIL MHOLTE@RENTONWA.GOV. 3. RPBA AND ENCLOSURE SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE WATER METER. TO OWNER'S ELECTRICAL PANEL 24" MIN 2" 12" MIN SERVICE FROM METER SERVICE TO BUILDING REDUCED PRESSURE BACKFLOW ASSEMBLY LINE-SIZED WASHINGTON STATE-APPROVED RPBA WITH TWO (2) RESILIENT-SEATED SHUT-OFF VALVES AND FOUR (4) RESILIENT-SEATED TEST COCKS. RPBA SHALL BE INSTALLED CENTERED IN THE HEATED ENCLOSURE WITH MINIMUM 3" CLEARANCE IN ALL DIRECTIONS PIPE AND FITTINGS SIZE AND MATERIALS AS REQUIRED PER UPC REQUIREMENTS ELECTRICAL OUTLET 120-VOLT OUTDOOR ELECTRICAL OUTLET WITH COVER, INSTALL HEAT TAPE FOR FREEZE PROTECTION ELECTRICAL CONDUIT RIGID CONDUIT PER ELECTRICAL PERMIT REQUIREMENTS ENCLOSURE INSULATED ENCLOSURE SIZE TO FIT RPBA, ASSE 1060 CERTIFIED, SAFE-T-COVER OR EQUAL DRAIN ENCLOSURE DRAIN SIZED IN ACCORDANCE WITH AWWA CROSS CONNECTION CONTROL MANUAL STANDARDS: ≤1" RPBA = 3" DRAIN, 1 12" & 2" RPBA = 4" DRAIN CONCRETE SLAB CONCRETE SLAB SIZED TO FIT RPBA AND ENCLOSURE PER MANUFACTURER BOLTS 3/8"X4" ANCHOR BOLTS PER MANUFACTURER GRAVEL 1 14" WASHED GRAVEL 4" MIN FINISHED GRADE A C B D E F G I PROPERTY LINE A MATERIALS B C D E F G H I 6" MIN PUBLIC WORKS DEPARTMENT APPROVED: DATEMartin Pastucha Public Works Administrator 3/4" TO 2" RPBA HEATED ENCLOSURE INSTALLATION DOMESTIC AND IRRIGATION SERVICES STD. PLAN - 360.1 05-Details/STD Plan 360.2.pdf REDUCED PRESSURE BACKFLOW ASSEMBLY LINE-SIZED WASHINGTON STATE-APPROVED RPBA WITH TWO (2) RESILIENT-SEATED SHUT-OFF VALVES AND FOUR (4) RESILIENT-SEATED TEST COCKS. RPBA SHALL BE INSTALLED CENTERED IN THE HEATED ENCLOSURE WITH MINIMUM 3" CLEARANCE TO ALL SIDES AND MINIMUM 3" CLEARANCE TO CEILING WHEN VALVES ARE FULLY OPEN PIPE SUPPORT ADJUSTABLE PIPE SADDLE SUPPORT, GRINNELL FIG 264 OR EQUAL, WITH BASE, BOLTED TO FLOOR ADAPTER RESTRAINED FLANGE ADAPTER, EBAA IRON SERIES 2100 MEGAFLANGE OR EQUAL WATER MAIN CLASS 52 DI PIPE (PExFL OR FLxFL) BEND 90° BEND (FLxFL OR FLxMJ WITH RESTRAINED JOINTS) PIPE PENETRATION SEAL PIPE PENETRATION WITH WATER-TIGHT GROUT ENCLOSURE INSULATED ENCLOSURE SIZED TO FIT RPBA, ASSE 1060 CERTIFIED, SAFE-T-COVER OR EQUAL (NOTE: BURIED VAULT IS NOT PERMITTED FOR RPBA) DRAIN ENCLOSURE DRAIN SIZED IN ACCORDANCE WITH AWWA CROSS CONNECTION CONTROL MANUAL ELECTRICAL CONDUIT RIGID CONDUIT PER ELECTRICAL PERMIT REQUIREMENTS ELECTRICAL OUTLET 120-VOLT OUTDOOR ELECTRICAL OUTLET WITH COVER, INSTALL HEAT TAPE FOR FREEZE PROTECTION CONCRETE SLAB CONCRETE SLAB (MINIMUM 2,000 PSI) SIZED TO FIT RPBA AND ENCLOSURE PER MANUFACTURER, REINFORCED WITH 6x6 W2.9x2.9 WELDED WIRE FABRIC BLOCKING CONCRETE BLOCKING PER STD PLAN 330.1 A B C D E F G H I MATERIALS NOTES: 1. ALL RPBAs MUST BE LISTED ON THE LATEST VERSION OF "BACKFLOW ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE", PUBLISHED BY THE STATE OF WASHINGTON DEPARTMENT OF HEALTH. 2. THE RPBA MUST BE TESTED BY A WASHINGTON STATE CERTIFIED BACKFLOW ASSEMBLY TESTER UPON INSTALLATION AND ANNUALLY THEREAFTER. ASSEMBLY TO BE MAINTAINED BY PROPERTY OWNER. A COPY OF THE TEST REPORT SHALL BE SENT TO THE CITY OF RENTON WATER UTILITY CROSS CONNECTION CONTROL SPECIALIST, FAX 425-430-7241, EMAIL MHOLTE@RENTONWA.GOV. 3. RPBA AND ENCLOSURE SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE WATER METER. 4. PROVIDE MINIMUM 24" LEVEL, UNOBSTRUCTED AREA AROUND ENCLOSURE. 5. EACH VALVE SHALL BE MARKED WITH MODEL NUMBER AND DESIGNATION OF RESILIENT SEAT, SUCH AS "RS" OR "R", WHICH MUST BE CAST, MOLDED, OR AFFIXED ONTO THE BODY OR BONNET OF THE VALVE. ALL FERROUS-BODIED VALVES SHALL BE COATED WITH A MINIMUM OF 4 MILS EPOXY OR EQUIVALENT POLYMERIZED COATING. J K L 6" MIN A J SERVICE FROM METER SERVICE TO BUILDING D TO OWNER'S ELECTRICAL PANEL 4" MIN 2" FINISHED GRADE K E D L G H12" MIN C B I PROPERTY LINE F PUBLIC WORKS DEPARTMENT APPROVED: DATEMartin Pastucha Public Works Administrator 3" TO 10" RPBA HEATED ENCLOSURE INSTALLATION DOMESTIC AND IRRIGATION SERVICES STD. PLAN - 360.2 05-Details/STD Plan 400.1.pdf DocuSign Envelope ID: 3458681D- 914F- 4F2D- AB59- 7C192D3B78A3 MANHOLE FRAME AND COVER 6" l SEE STD. PLAN 401 12" MAX. ADJUSTMENT RINGS AND MORTAR JOINTS 10440. 1 SEE NOTE 3 D, FIRST STEP SHALL BE A MAXIMUM OF 18" 1 BELOW THE COVER. CONE ( ECCENTRIC) STEPS — POLYPROPYLENE STEPS 6- 1/ 2"~ I —•' SHALL BE INCLUDED r 5' MIN. RUBBER GASKETED JOINTS SEE NOTE 5 c 12" ( TYP) •. IF REQUIRED, LADDER— POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX. PIPE SIZE — ' E' s SHELF AND CHANNEL SHALL BE 3000 PSI CONCRETE 1% o . a' PRECAST BASE SECTION OR CAST IN SHELF. i••r!••'• hetishir!•e• r•tr!• %•s:!•" COMPACTED SUBGRADE WITH 6" CRUSHED ROCK OR ADDITIONAL NOT TO SCALE MATERIAL SUITABLE TO SUPPORT STRUCTURE. A' B' C' D' E' 48" MH 48" 6" MIN. 5" MIN 24" MIN. 21" I. D. 54" MH 54" 8" MIN. 5. 5" MIN. 24" MIN. 24" I. D. 60" MH 60" 8" MIN. 6" MIN. 42" MIN. 30" I. D. NOTES: 1. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 2. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE IN CONFORMANCE WITH ASTM C- 478. 3. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE PER STD PLAN 106. THE USE OF SHIMS IS PROHIBITED. 4. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, FACTORY—COATED ( SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC—SHIELDCOAT 100 OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 5. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C- 443. 6. CHANNEL WIDTH AND HEIGHT SHALL EQUAL THE INSIDE DIAMETER OF THE LARGEST PIPE. 7. CONNECTIONS TO MANHOLE SHALL BE MADE USING KOR— N— SEAL BOOTS OR APPROVED EQUAL. 8. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE AN AT—GRADE, MINIMUM 2'— WIDE CONCRETE RING POURED AROUND THE COVER. IN PAVED AREAS, COVER MUST SLOPE TO MATCH PAVING. 9. MANHOLES OVER 20' DEEP SHALL BE A MINIMUM OF 60" IN DIAMETER. STD. PLAN- 400. 1 PUBLIC WORKS gnedby: DEPARTMENT STANDARD SANITARY MANHOLE Martin Pastucli' 26/ 202C I 12: F N T O M° tertf , 449D... DATE 05-Details/STD Plan 401.0.pdf DocuSign Envelope ID: 7CDD88BC-C843-439E-9366-C6DBB0F8BBB7 9/ 11/ 2019 | 2: 12 PM 05-Details/STD Plan 401.1.pdf DocuSign Envelope ID: 3458681D- 914F- 4F2D- A859- 7C192D3B78A3 BOLTHOLES - 3 PLCS sraan NOWEQUALLY SPACED 120' Nvaaor isv3 APART ON 23 1/ 16' ( 586mm) tz. 77.„ j DIA B.C. ( SEE DETAIL) z a. ivaioN 4 ON i i cZt4 SEWER 44 0 44111 COVER BOTTOM VIEW COVER & FRAME PLAN VIEW 25' DIA. 3) BLT S C, ( ALLEN HEAD)C635mm] 1' 3/ 4' C25mn] 5/ 8'- 11 X 1. 5 SS II RUBBER WASHER 119rnr1] I 8 3/ 4' L 2 1/ 2' WA C222mm] 64mm] f.= NTYP 1 COVER SECTION VIEW I NN BOLTING DETAIL 26 1/ 2' DIA C673mm] 25 1/ 4' DIA C641mm] 1 1/ 16' 1/ 4' 1 1/ 16' 1/ 4' ( 6mm) DIA 27mm]ir C6mm] C27mm3 NEOPRENE GASKET fr6 A 6' 1/ 8' i i, ( 152mm] 3mm] 1/ 8' CR3mm] 156 8'] z3 3/ 8( 594DIA r m] L OPEN GASKET GROOVE DETAIL 27 5/ 16' DIA 694mm] 34 1/ 8' DIA 867mm] NOTES: FRAME SECTION VIEW 1. ALL FRAME AND COVER ASSEMBLIES SHALL HAVE A LOCKING LID PER EAST JORDAN IRON WORKS INC. PRODUCT No. 00371572 OR EQUAL. 2. USE FRAME AND COVER FOR SANITARY ( SPECIFY SEWER"). STD. PLAN- 401. 1 PUBLIC WORKS SEWER MANHOLE FRAME AND COVER Rilwig' r9" eODy` 41 26/ 2020 12:! DEPARTMENT CITY- OWNED) Martin Pastuc F,,• or N+. ninn 1, F B449D... DATE 05-Details/STD Plan 401.2.pdf DocuSign Envelope ID: 345B681D- 914F- 4F2D- AB59- 7C192D3B78A3 BOLT HOLES — 3 PLCS DIA B. C. ( SEE DETAIL) EQUALLY SPACED 120' APART ON 23 1/ 16' 44 cr o ` 3) BLT SOC. ( ALLEN HEAD) p p p v 5/ 8'- 11 X 2, 0 SS7: TTIONIEN° s1oQo PART # 00981206D M e° ° ° °=°=°=° r 11/ 16'0 0 0 0 0 0 0 u EWE u i C17mm3 qo 0 0 0 0 0 17 0. 0 0 0 0 0 0 0 Do Ah I% y a Jdo \\. PLAN VIEW 1 3/ 16' C30mri] 3/ 4' L19mm] 25' DIA. 2 11/ 16' C635rir] rW, C68mm] 1' L.- 1` i E r [25mm] 11/ 16' j 117mri] 1- BOLTING DETAIL SECTION VIEW 3) 5/ 8' EON L CK® P CKETS EQUALLY SPACED 120' APART ON A 23- 1/ 16' DIA. B. C. 25 1/ 4' DIA. 1 1/ 16' f[ C641mm] C27mm] yoli A j NOTES: 6' C152mm] 1. ALL FRAME AND COVERS ASSEMBLIES SHALL HAVE A LOCKING LID PER EAST JORDAN IRON L 23 3/ 8' DIA. WORKS INC. PRODUCT No. 00370076 OR EQUAL. C594mm] 2. USE FRAME AND COVER FOR SANITARY SEWER 27 9/ 16' DIA. SPECIFY " SEWER"). C700mm] SECTION VIEW c,,, T Y 04. STD. PLAN- 401.2 PUBLIC WORKS SEWER MANHOLE FRAME AND COVER R89h^ ed by. DEPARTMENT PRIVATE- OWNED) Martin Pastuchg)/26/ 2020 112: 4Rrrso`' TP hI4420949D DATE 05-Details/STD Plan 405.pdf DocuSign Envelope ID: 345B681 D- 914F- 4F2D- AB59- 7C192D3B78A3 rW (SEE NOTE 7) LIMITS OF PIPE ZONE 6" BEDDING MATERIAL FORa SANITARY SEWER PIPE O. D. SEE NOTE 5) of PIPE FOUNDATION LEVEL 6" BEDDING FOR SANITARY SEWER PIPE NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. PIPE INSTALLATION SHALL BE PER SECTION 7- 08 OF THE STANDARD SPECIFICATIONS. 5. PIPE ZONE MATERIAL SHALL BE PER SECTION 9- 03. 12( 3) OF THE STANDARD SPECIFICATIONS. 6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 7. TRENCH WIDTH SHALL BE PER SECTION 2- 09. 4 OF THE STANDARD SPECIFICATIONS. STD. PLAN— 405 PUBLIC WORKS PIPE BEDDING APP --41' 1 DEPARTMENT FOR SANITARY SEWERS Martin Pastucfa/ 26/ 2o2o I 12:4 i f H 1° 8B® 467 FD98B449D... vueuc won nomim. v. w DATE 05-Details/STD Plan 406.1.pdf DocuSign Envelope ID: 345B681 D- 914F- 4F2D- AB59- 7C192D3B78A3 r<) r- 1 r 7 I EX. SEWER MAIN I PROPERTY LINE I r SPOOL Z LENGTH AS NEEDED) 3' 0" MIN. o 6" SEWER STUB n MitFUTURE 4" SIDE SEWER EiI IMI[ i[ oi;llic IDE 3 1 II t f \- 2'• x 4" STUD MARKING POST PAINTED t 6" CAP WHITE WITH THE WORD " SEWER" STENCILED Il SEWER MAIN TEE X 6" TEE I IN 3" HIGH BLACK LETTERS AND # 6 WIRE SIDEWALK z WRAPPED AROUND THE STUD ANDii w\ I al EXTENDED TO THE TOP OF THE STUD. I i ` COUPLING ( TYP.) L_ J L J : Q t. J 13 6" X6" X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER EAST JORDAN IRON WORKS PRODUCT NO. 00367502 OR I r APPROVED EQUAL, SPECIFY " SEWER" ON LID), o CLEANOUT TO BE CENTERED IN A 2' x2' CONCRETE PAO. III CONCRETE PAD TO BE 8" IN DEPTH. 1 rT TJ r T BEND AS 8' REQUIRED EXISTING SANITARY SEWER MAIN 2 0% MIN. SLOPE FUTURE 4" SIDE SEWER 6" SEWER STUB 6" X6" X6" WYE FUTURE 6" x 4" REDUCER SEWER MAIN SIZE X 6" TEE ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO EXISTING SEWER MAIN A. VITRIFIED CLAY MAIN - CUT IN A NEW PVC " TEE" USING " STRONG- BACK" FLEXIBLE COUPLINGS ( FERNCO OR APPROVED EQUAL). B. CONCRETE MAIN - CUT IN A NEW PVC " TEE" USING " STRONG- BACK" FLEXIBLE COUPLINGS ( FERNCO OR APPROVED EQUAL). C. PVC & C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE- DRILLED WITH A ROMAC SADDLE OR APPROVED EQUAL). D. DUCTILE IRON MAIN - CORE- DRILLED WITH A ROMAC SADDLE ( OR APPROVED EQUAL) E. LINED MAIN - CONNECTION TO SEWER MAINS THAT HAVE BEEN LINED ( CIPP, ETC.); CUT IN A NEW PVC " TEE" USING STRONG- BACK" FLEXIBLE COUPLINGS ( FERNCO OR APPROVED EQUAL). F. HDPE - CORE- DRILLED WITH A ROMAC SADDLE. " INSERTA- TEE" MAY BE USED ON SEWER MAINS 12" DIAMETER OR LARGER. G. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK- OUTS OR THE STRUCTURE SHALL BE CORE- DRILLED AND USE KOR- N- SEAL BOOTS OR APPROVED EQUAL. NOTES: 1. PRIOR TO INSTALLATION OF A SANITARY SEWER STUB, A SIDE SEWER STUB PERMIT MUST BE PURCHASED FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. 2. UNLESS OTHERWISE SHOWN ON PLAN. SIDE SEWER SHALL HAVE A MINIMUM 2. 5' COVER AT PROPERTY LINE OR 3- 5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. 3. SIDE SEWERS SHALL HAVE A MINIMUM 2 % SLOPE UNLESS APPROVED BY THE PUBLIC WORKS INSPECTOR. 4. FOR INSPECTION OF THE SIDE SEWER STUB, CALL 24 HOURS IN ADVANCE. THE INSPECTION PHONE NUMBER IS ON THE SIDE SEWER STUB PERMIT. SITE MUST BE READY FOR INSPECTION AND A REPRESENTATIVE ON SITE WHEN INSPECTOR ARRIVES AT THE APPOINTED TIME. DO NOT BACKFILL THE TRENCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR. 5. ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC RIGHT- OF- WAY SHALL CONFORM TO STANDARD PLAN 110 OR 110. 2. 6. THE SIDE SEWER STUB SHALL HAVE PIPE BEDDING IN ACCORDANCE WITH STANDARD PLAN 405. 7. ALL SIDE SEWER STUBS SHALL BE INSTALLED BY A CONTRACTOR LICENSED AND BONDED IN THE STATE OF WASHINGTON. V °< SIDE SEWER STUB STD. PLAN- 4016. 1 PUBLIC WORKS j INSTALLATION AP t$ g°' DEPARTMENT Martin Pastuch ' 26/ 202c 1 12: SEWER MAIN TO PROPERTY LINE) nw. 8BAS$ 3F098B4490_ Pubic WorY. AAmini, tr. br DATE 05-Details/Utility Specifications-Wastewater Standard Details 1.pdf Utility Specifications Sanitary Sewer Notes and Specifications THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WASTEWATER UTILITY. 1. All work and work material shall be in conformance with the standards and specifications of the City of Renton Planning/Building/Public Works Department and the latest edition of the WSDOT/ APWA Standards and Specifications, as approved and modified by the City of Renton in the Renton Standard Plans & Specifications. A set of approved plans shall be kept on site at all times during construction. 2. The hours of work in the street right of way shall be per City specifications on weekdays unless otherwise approved in writing by the Planning/ Building/Public Works Department. An approved traffic control plan must be obtained prior to beginning any work within public right of way. 3. All locations of existing utilities shown are approximate and it shall be the contractor’s responsibility to verify the true and correct location so as to avoid damage or disturbance. 4. A pre-construction conference and a 24 hour notice shall be required prior to starting new construction. It shall be the contractor's responsibility to secure all necessary permits prior to starting construction. ( Inspection will be accomplished by a representative of the City of Renton.) It shall be the contractor's responsibility to notify the Public Works inspector 24 hours in advance of backfilling all construction. 5. Contractor is solely responsible for the means, methods and sequences of construction and for the safety of workers and others on the construction site. 6. It shall be the responsibility of the contractor to obtain street use and any other related permits prior to any construction. 7. Plans approved by the City of Renton, Public Works Department shall take precedence over all other plans. 8. A copy of these approved plans must be on the job site whenever construction is in progress. 9. The contractor shall provide the City of Renton with an as-built drawing of the sanitary sewer system, which has been stamped and signed by a licensed professional engineer or licensed professional surveyor. 10. Backfill shall be placed equally on both sides of the pipe in layers with a loose average depth of 6 inches, maximum depth of 8 inches, thoroughly tamping each layer to 95 percent of maximum density. These compacted layers must extend for one pipe diameter on each side of the pipe or to the side of the trench. Materials to complete the fill over pipe shall be the same as described. 11. Open cut road crossings for utility trenches on existing traveled roadway shall be backfilled with crushed rock and mechanically compacted unless otherwise approved by 05-Details/Utility Specifications-Wastewater Standard Details 2.pdf Utility Specifications 12. Datum for Vertical Control shall be North American Vertical Datum 1988 Meters, and for Horizontal Control shall be North American Datum 1983/1991 Meters unless otherwise approved by the City of Renton Public Works Department. Reference benchmark and elevations are noted on the plans. 13. All disturbed areas shall be seeded and mulched or otherwise stabilized to the satisfaction of the Department for the prevention of on-site erosion after the completion of construction. 14. All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with the standards and specifications of the City of Renton Planning/Building/Public Works Department and the latest edition of the WSDOT/ APWA Standards and Specifications, as approved and modified by the City of Renton in the Renton Standard Plans & Specifications. This shall include necessary leveling of the trench bottom or the top of the foundation material, as well as placement and compaction of required bedding material, to uniform grade so that the entire length of the pipe will be supported on a uniformly dense, unyielding base. Pipe bedding shall be pea gravel 6 inches above and below the pipe. 15. Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gasketed ASTM D 3034, SDR 35, or ductile iron class 50, unless otherwise approved by the Wastewater Utility. 16. In unimproved areas, manhole to extend minimum 6 inches and maximum 12 inches above finished grade or must have minimum 2’ diameter concrete ring poured at grade. In paved area, cover must slope in all directions to match paving. 05-Details/Utility Specifications-Water Standard Details 1.pdf Utility Specifications Water Utility Notes and Specifications THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WATER UTILITY. 1. All work material shall be in conformance with the standards and specifications of the City of Renton Planning/ Building/ Public Works Department and the latest edition of the WSDOT/ APWA Standards and Specifications, as approved and modified by the City of Renton in the Renton Standard Plans & Specifications. A set of approved plans shall be kept on site at all times during construction. 2. The hours of work in the street right of way shall be limited to 8:30 AM to 3:30 PM on weekdays unless otherwise approved in writing by the Public Works Department at 425) 430-7301. The Police Department, Fire Department, and 911 shall be notified 24 hours in advance of any work in the right of way. 3. All locations of existing utilities shown are approximate and it shall be the contractor’s responsibility to verify the true and correct location so as to avoid damage or disturbance. For utility locates call 48-hour locators 800-424-5555. 4. An approved Traffic Control Plan is required to be submitted at the Pre-Construction meeting. 5. Datum for Vertical Control shall be North American Vertical Datum 1988 Meters, and for Horizontal Control shall be North American Datum 1983/1991 Meters unless otherwise approved by the City of Renton Public Works Department. Reference benchmark and elevations are noted on the plans. 6. All watermain pipe is to be cement lined ductile iron pipe conforming to AWWA C110 and C111 or latest revision, thickness Class 52. Cement mortar lining and seal coating shall conform to AWWA C104 or latest revision. Pipe joints to be push-on or mechanical joint. Bedding to be Class C. All ductile iron pipe and fittings shall be polyethylene wrapped per ANSI/AWWA C105/A21.5-93 Standards. 7. Cast iron and ductile iron fittings shall be cement lined, pressure rated as noted on plans, and in accordance with ANSI/AWWA C110/A21.10-87. Cement lining shall be in accordance with ANSI/AWWA C104/421/4-90. If fittings are 3 to 12 inches in diameter and have mechanical joints, the fittings shall in accordance with either ANSI/AWWA C110-A21.10-87 or ANSI/AWWA C153/A21.53-94. Three (3) inch to 12 inch diameter fittings, which have mechanical joints and/or flanged joints, shall be in accordance with ANSI/AWWA C110/A21.10.87 or a combination of ANSI/AWWA C110/A21.10.87 and ANSI/AWWA C153/A21.53-94 such that the portion of the fitting with a mechanical joint(s) may be with ANSI/AWWA C153/A21.53-94 and that portion of the fitting with flanged joint(s) shall be in accordance with AWWA C110/A21.10-87. Acceptance testing in accordance with section 53.53 of ANSI/AWWA section 10-4.3 of ANSI/AWWA C110/A21.10-87 shall be obtained by the contractor and transmitted to the owner. 8. Gate valves shall be iron body, bronzed-mounted, double disc with bronze wedging device and O-ring stuffing box (AWWA C500) or of resilient seated type (AWWA C509). 05-Details/Utility Specifications-Water Standard Details 2.pdf Utility Specifications Valves shall be designed for a minimum water operating pressure of 200 psi. Gate valves shall be Clow List 14, Mueller Company NO. A2380 or M & H. 9. Fire hydrants shall be Corey type (opening with the pressure) or compression type opening against pressure) conforming to AWWA C-502-85 with a 6 inch mechanical joint inlet and a main valve opening ( M.V.O.) of 5-1/4 inch, two 2-1/2 inch hose nozzles with National Standard Threads 7-1/2 threads per inch and one 4 inch pumper nozzle with the new Seattle Pattern 6 threads per inch, 60 degrees V. Threads: outside diameter of male thread 4.875 and root diameter 4.6263. Hydrants shall have a 1-1/4 inch pentagon operating nut opened by turning counter clockwise ( left). 10. The two 2-1/2 inch hose nozzles shall be fitted with cast iron threaded caps with operating nut of the same design and proportions as the hydrant stem nut. Caps shall be fitted with suitable neoprene gaskets for positive water tightness under test pressures. 11. The 4 inch pumper nozzle shall be fitted with a Storz adapter, 4 inch Seattle Thread x 5 inch Storz. Storz adapter shall be forged and/or extruded 6061-T6 aluminum alloy, hardcoat anodized. Threaded end portion shall have no lugs and two set screws 180 degrees apart. Storz face to be metal, no gasket to weather. Storz cap to have synthetic molded rubber gasket, and shall be attached to hydrant adapter with 1/8 inch, coated, stainless steel, aircraft cable. 12. Fire hydrants shall be painted with two coats of paint. Preservative paint number 43655 safety yellow or approved equal. 13. Pumper connection to face roadway assembly. 14. Fire hydrants shall be installed per City of Renton Standard Detail for fire hydrants, latest revision. 15. All watermains 10 inches and smaller to maintain a minimum cover of 36 inches below finish grade. All watermain 12 inches and larger shall be at a minimum of 48 inches below finish grade. Where utility conflicts occur, watermains are to be lowered to clear. 16. All watermains 6 inches and larger in diameter shall be cleaned with pipe cleaning PIGS” prior to disinfection. The “Poly pigs” shall be Girard Industries Aqua Swab-AS or approved equal, 2 lb/cu. ft. density foam with 90A durometer urethane rubber coating on the rear of “PIG” only. 17. “PIGS” shall be cylinder shaped with bullet nose or square end. The contractor will perform the cleaning operation. 18. All watermains and services shall be pressure tested to a minimum of 200 psi or 150 psi over operating pressure, in accordance with the specifications of the City of Renton and the Washington State Health Department. All pressure testing shall be done in the presence of a representative of the City of Renton. The quantity of water lost from the main shall not exceed the number of gallons per hour as listed in City of Renton 05-Details/Utility Specifications-Water Standard Details 3.pdf Utility Specifications Standard Plans & Specifications 7-11.3(11). The loss in pressure shall not exceed 5 psi during the 2 hour test period. 19. All watermains and services shall be disinfected by the injection of a 50 ppm (minimum concentration) chlorine/water solution. Dry Calcium Hypochlorite shall NOT be placed in the pipe as laid. Chlorine shall be metered/ injected in accordance with Section 711.3(12)E or 7-11.3(12)F of the Standard Specifications referenced above. 20. A pre-construction conference is required prior to any construction. A minimum of five 5) working days notice is required for scheduling. 21. Twenty-four (24) hours notice will be required prior to starting new construction. 22. It shall be the contractor’s responsibility to secure all necessary permits prior to starting construction. 23. Installation of corporate stops, water services, lines and meters shall not be done until all service agreements, meter applications, construction permits, and payment of fees have been made to the City of Renton. 24. All connection to existing mains is to be accomplished by the City of Renton, except wet taps, which may be made by approved wet tap contractors with prior approval from the Public Works Department. All necessary excavation and materials are to be supplied by the contractor and be on-site prior to City notifications. 25. Inspection will be accomplished by a representative of the City of Renton. It shall be the contractor’s responsibility to notify Development Services twenty four (24) hours in advance of backfilling all construction. The contractor, as well as the engineers, shall keep as-built drawings. 26. Contractor to provide plugs and temporary blow-off assemblies for testing and purity acceptance prior to final tie-in. 27. All joint restraint systems ( shackle rods, nuts, bolts, etc.) shall be as manufactured by the Star Manufacturing Company of Columbus Ohio, or equal, approved in writing by the Public Works Department. 28. Asphalt and concrete street paving shall be sawcut to a minimum depth of two (2) inches. Oil mat streets may be spade cut. All surface concrete, pavement, sidewalks, curb, gutters, and driveway approaches shall be sawcut to a minimum depth of two (2) inches or removed to an existing expansion joint. 29. A temporary cold mix asphalt patch shall be placed on the day of initial excavation with a permanent, sealed patch to be placed, to City of Renton policy, within 10 days. Call for subgrade inspection prior to placement of final patch. * 30. For City projects such as telemetry conduit, the PVC pipe used shall be All chemical process lines shall be schedule 80 PVC pipe. Schedule 40 in unimproved areas and schedule 80 PVC pipe under improved areas. 05-Reference/LA_VicMap1.jpg 05-Reference/REV10 Seattle Sounders FC HQ & Training Center (S303454) 2-8-23 1.pdfOVERVIEW ©2022 ADS, INC. PROJECT INFORMATION ADS SALES REP: ENGINEERED PRODUCT MANAGER: PROJECT NO: SEATTLE SOUNDERS FC HQ & TRAINING CENTER RENTON, WA CHARLIE CLICK 360-450-1932 CHARLIE.CLICK@ADSPIPE.COM S303454 Advanced Drainage Systems, Inc. AVERY SCOTT 971-227-0854 AVERY.SCOTT@ADSPIPE.COM MC-3500 STORMTECH CHAMBER SPECIFICATIONS 1. CHAMBERS SHALL BE STORMTECH MC-3500. 2. CHAMBERS SHALL BE ARCH-SHAPED AND SHALL BE MANUFACTURED FROM VIRGIN, IMPACT-MODIFIED POLYPROPYLENE COPOLYMERS. 3. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" CHAMBER CLASSIFICATION 45x76 DESIGNATION SS. 4. CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORTS THAT WOULD IMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION. 5. THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL, AND THE INSTALLATION REQUIREMENTS SHALL ENSURE THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET FOR: 1) LONG-DURATION DEAD LOADS AND 2) SHORT-DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCES. 6. CHAMBERS SHALL BE DESIGNED, TESTED AND ALLOWABLE LOAD CONFIGURATIONS DETERMINED IN ACCORDANCE WITH ASTM F2787, "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". LOAD CONFIGURATIONS SHALL INCLUDE: 1) INSTANTANEOUS (<1 MIN) AASHTO DESIGN TRUCK LIVE LOAD ON MINIMUM COVER 2) MAXIMUM PERMANENT (75-YR) COVER LOAD AND 3) ALLOWABLE COVER WITH PARKED (1-WEEK) AASHTO DESIGN TRUCK. 7. REQUIREMENTS FOR HANDLING AND INSTALLATION: x TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. x TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 3”. x TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT SHALL BE GREATER THAN OR EQUAL TO 450 LBS/FT/%. THE ASC IS DEFINED IN SECTION 6.2.8 OF ASTM F2418. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. 8. ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. UPON REQUEST BY THE SITE DESIGN ENGINEER OR OWNER, THE CHAMBER MANUFACTURER SHALL SUBMIT A STRUCTURAL EVALUATION FOR APPROVAL BEFORE DELIVERING CHAMBERS TO THE PROJECT SITE AS FOLLOWS: x THE STRUCTURAL EVALUATION SHALL BE SEALED BY A REGISTERED PROFESSIONAL ENGINEER. x THE STRUCTURAL EVALUATION SHALL DEMONSTRATE THAT THE SAFETY FACTORS ARE GREATER THAN OR EQUAL TO 1.95 FOR DEAD LOAD AND 1.75 FOR LIVE LOAD, THE MINIMUM REQUIRED BY ASTM F2787 AND BY SECTIONS 3 AND 12.12 OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS FOR THERMOPLASTIC PIPE. x THE TEST DERIVED CREEP MODULUS AS SPECIFIED IN ASTM F2418 SHALL BE USED FOR PERMANENT DEAD LOAD DESIGN EXCEPT THAT IT SHALL BE THE 75-YEAR MODULUS USED FOR DESIGN. 9. CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY͘ IMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF MC-3500 CHAMBER SYSTEM 1. STORMTECH MC-3500 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED A PRE-CONSTRUCTION MEETING WITH THE INSTALLERS. 2. STORMTECH MC-3500 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE". 3. CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR AN EXCAVATOR SITUATED OVER THE CHAMBERS. STORMTECH RECOMMENDS 3 BACKFILL METHODS: x STONESHOOTER LOCATED OFF THE CHAMBER BED. x BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE. x BACKFILL FROM OUTSIDE THE EXCAVATION USING A LONG BOOM HOE OR EXCAVATOR. 4. THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS. 5. JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE. 6. MAINTAIN MINIMUM - SPACING BETWEEN THE CHAMBER ROWS. 7. INLET AND OUTLET MANIFOLDS MUST BE INSERTED A MINIMUM OF 12" (300 mm) INTO CHAMBER END CAPS. 8. EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN, CRUSHED, ANGULAR STONE MEETING THE AASHTO M43 DESIGNATION OF #3 OR #4. 9. STONE MUST BE PLACED ON THE TOP CENTER OF THE CHAMBER TO ANCHOR THE CHAMBERS IN PLACE AND PRESERVE ROW SPACING. 10. THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES TO THE SITE DESIGN ENGINEER. 11. ADS RECOMMENDS THE USE OF "FLEXSTORM CATCH IT" INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACE STORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF. NOTES FOR CONSTRUCTION EQUIPMENT 1. STORMTECH MC-3500 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE". 2. THE USE OF EQUIPMENT OVER MC-3500 CHAMBERS IS LIMITED: x NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS. x NO RUBBER TIRED LOADER, DUMP TRUCK, OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCE WITH THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE". x WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE". 3. FULL 36" (900 mm) OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING. USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO CHAMBERS AND IS NOT AN ACCEPTABLE BACKFILL METHOD. ANY CHAMBERS DAMAGED BY USING THE "DUMP AND PUSH" METHOD ARE NOT COVERED UNDER THE STORMTECH STANDARD WARRANTY. CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT. 6" (150 mm) FOR STORMTECH INSTALLATION INSTRUCTIONS VISIT OUR APP SiteAssist 05-Reference/REV10 Seattle Sounders FC HQ & Training Center (S303454) 2-8-23 4.pdfOVERVIEW SHEET OF DATE: PROJECT #: DRAWN: CHECKED: THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATE RESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS. 4640 TRUEMAN BLVD HILLIARD, OH 43026 6 8 07/13/22 S303454 SDM XXX HQ & TRAINING CENTER SEATTLE SOUNDERS FC RENTON, WA DATEDRWNCHKDDESCRIPTION 08/24/22SDMREVISED PER ENG'S NEW PLANS, WAS MC-3500 08/25/22SDMREVISED PER EPM NOTES 08/26/22SDMREVISED PER EPM NOTES 08/30/22SDMREVISED PER SALES NOTES 08/31/22SDMCOMBINED ALL OPTIONS, FIXED LAYOUT TABLES 10/10/22SDMCREATED OPTION 7 PER EPM NOTES 11-03-22TSGRWDSET ELEVATIONS / UPDATED VR / NW AND SW 11-04-22TSGRWDINCREASE VR / EXPAND SE AND TRIANGLE 2/1/23BMWCJDNEW LAYOUT AREA AND VOLUME 02/09/23CTSCTSPER EPM / ENGINEER EMAIL AND NOTES ACCEPTABLE FILL MATERIALS: STORMTECH MC-3500 CHAMBER SYSTEMS PLEASE NOTE: 1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE". 2. STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9" (230 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. 3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. 4. ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION. NOTES: 1. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" CHAMBER CLASSIFICATION 45x76 DESIGNATION SS. 2. MC-3500 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 3. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. 4. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 5. REQUIREMENTS FOR HANDLING AND INSTALLATION: x TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. x TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 3”. x TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 500 LBS/FT/%. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL CLASSIFICATIONS COMPACTION / DENSITY REQUIREMENT D FINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS FROM THE TOP OF THE 'C' LAYER TO THE BOTTOM OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE THAT PAVEMENT SUBBASE MAY BE PART OF THE 'D' LAYER ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS. CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS. N/A PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND PREPARATION REQUIREMENTS. C INITIAL FILL: FILL MATERIAL FOR LAYER 'C' STARTS FROM THE TOP OF THE EMBEDMENT STONE ('B' LAYER) TO 24" (600 mm) ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT SUBBASE MAY BE A PART OF THE 'C' LAYER. GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35% FINES OR PROCESSED AGGREGATE. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS LAYER. AASHTO M145¹ A-1, A-2-4, A-3 OR AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10 BEGIN COMPACTIONS AFTER 24" (600 mm) OF MATERIAL OVER THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN 12" (300 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR PROCESSED AGGREGATE MATERIALS. B EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS FROM THE FOUNDATION STONE ('A' LAYER) TO THE 'C' LAYER ABOVE. CLEAN, CRUSHED, ANGULAR STONE AASHTO M43¹ 3, 4 A FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER. CLEAN, CRUSHED, ANGULAR STONE AASHTO M43¹ 3, 4 PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.2,3 NO COMPACTION REQUIRED. 8' (2.4 m) MAX 12" (300 mm) MIN77" (1956 mm) 12" (300 mm) MIN 6" (150 mm) MIN 6" (150 mm) MIN PERIMETER STONE (SEE NOTE 4) EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) MC-3500 END CAP SUBGRADE SOILS (SEE NOTE 3) DEPTH OF STONE TO BE DETERMINED BY SITE DESIGN ENGINEER 9" (230 mm) MIN ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS D C B A *TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR, INCREASE COVER TO 24" (600 mm). 45" (1143 mm) 18" (450 mm) MIN* **THIS CROSS SECTION DETAIL REPRESENTS MINIMUM REQUIREMENTS FOR INSTALLATION. PLEASE SEE THE LAYOUT SHEET(S) FOR PROJECT SPECIFIC REQUIREMENTS. StormTech Chamber System 888-892-2694 _WWW.STORMTECH.COM ® 05-Reference/REV10 Seattle Sounders FC HQ & Training Center (S303454) 2-8-23 5.pdfOVERVIEW SHEET OF DATE: PROJECT #: DRAWN: CHECKED: THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATE RESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS. 4640 TRUEMAN BLVD HILLIARD, OH 43026 7 8 07/13/22 S303454 SDM XXX HQ & TRAINING CENTER SEATTLE SOUNDERS FC RENTON, WA DATEDRWNCHKDDESCRIPTION 08/24/22SDMREVISED PER ENG'S NEW PLANS, WAS MC-3500 08/25/22SDMREVISED PER EPM NOTES 08/26/22SDMREVISED PER EPM NOTES 08/30/22SDMREVISED PER SALES NOTES 08/31/22SDMCOMBINED ALL OPTIONS, FIXED LAYOUT TABLES 10/10/22SDMCREATED OPTION 7 PER EPM NOTES 11-03-22TSGRWDSET ELEVATIONS / UPDATED VR / NW AND SW 11-04-22TSGRWDINCREASE VR / EXPAND SE AND TRIANGLE 2/1/23BMWCJDNEW LAYOUT AREA AND VOLUME 02/09/23CTSCTSPER EPM / ENGINEER EMAIL AND NOTES INSPECTION & MAINTENANCE STEP 1) INSPECT ISOLATOR ROW PLUS FOR SEDIMENT A. INSPECTION PORTS (IF PRESENT) A.1. REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN A.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED A.3. USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG A.4. LOWER A CAMERA INTO ISOLATOR ROW PLUS FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL) A.5. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. B. ALL ISOLATOR PLUS ROWS B.1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW PLUS B.2. USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW PLUS THROUGH OUTLET PIPE i) MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY ii) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE B.3. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. STEP 2) CLEAN OUT ISOLATOR ROW PLUS USING THE JETVAC PROCESS A. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERRED B. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN C. VACUUM STRUCTURE SUMP AS REQUIRED STEP 3) REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS. STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. NOTES 1. INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. 2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. SUMP DEPTH TBD BY SITE DESIGN ENGINEER (24" [600 mm] MIN RECOMMENDED) 24" (600 mm) HDPE ACCESS PIPE REQUIRED USE FACTORY PARTIAL CUT END CAP PART #: MC3500IEPP24BC OR MC3500IEPP24BW ONE LAYER OF ADSPLUS175 WOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS 8.25' (2.51 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS CATCH BASIN OR MANHOLE COVER PIPE CONNECTION TO END CAP WITH ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE MC-3500 CHAMBER MC-3500 END CAP MC-3500 ISOLATOR ROW PLUS DETAIL NTS OPTIONAL INSPECTION PORT STORMTECH HIGHLY RECOMMENDS FLEXSTORM INSERTS IN ANY UPSTREAM STRUCTURES WITH OPEN GRATES ELEVATED BYPASS MANIFOLD INSTALL FLAMP ON 24" (600 mm) ACCESS PIPE PART #: MC350024RAMP NOTE: INSPECTION PORTS MAY BE CONNECTED THROUGH ANY CHAMBER CORRUGATION VALLEY. STORMTECH CHAMBER CONCRETE COLLAR PAVEMENT 12" (300 mm) MIN WIDTH CONCRETE SLAB 6" (150 mm) MIN THICKNESS 4" PVC INSPECTION PORT DETAIL (MC SERIES CHAMBER) NTS 8" NYLOPLAST INSPECTION PORT BODY (PART# 2708AG4IPKIT) OR TRAFFIC RATED BOX W/SOLID LOCKING COVER CONCRETE COLLAR NOT REQUIRED FOR UNPAVED APPLICATIONS 4" (100 mm) SDR 35 PIPE 4" (100 mm) INSERTA TEE TO BE CENTERED ON CORRUGATION VALLEY StormTech Chamber System 888-892-2694 _WWW.STORMTECH.COM ® 05-Reference/REV10 Seattle Sounders FC HQ & Training Center (S303454) 2-8-23 6.pdfOVERVIEW SHEET OF DATE: PROJECT #: DRAWN: CHECKED: THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATE RESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS. 4640 TRUEMAN BLVD HILLIARD, OH 43026 8 8 07/13/22 S303454 SDM XXX HQ & TRAINING CENTER SEATTLE SOUNDERS FC RENTON, WA DATEDRWNCHKDDESCRIPTION 08/24/22SDMREVISED PER ENG'S NEW PLANS, WAS MC-3500 08/25/22SDMREVISED PER EPM NOTES 08/26/22SDMREVISED PER EPM NOTES 08/30/22SDMREVISED PER SALES NOTES 08/31/22SDMCOMBINED ALL OPTIONS, FIXED LAYOUT TABLES 10/10/22SDMCREATED OPTION 7 PER EPM NOTES 11-03-22TSGRWDSET ELEVATIONS / UPDATED VR / NW AND SW 11-04-22TSGRWDINCREASE VR / EXPAND SE AND TRIANGLE 2/1/23BMWCJDNEW LAYOUT AREA AND VOLUME 02/09/23CTSCTSPER EPM / ENGINEER EMAIL AND NOTES StormTech Chamber System 888-892-2694 _WWW.STORMTECH.COM ® PART # STUB B C MC3500IEPP06T 6" (150 mm) 33.21" (844 mm) --MC3500IEPP06B --- 0.66" (17 mm) MC3500IEPP08T 8" (200 mm) 31.16" (791 mm) --MC3500IEPP08B --- 0.81" (21 mm) MC3500IEPP10T 10" (250 mm) 29.04" (738 mm) --MC3500IEPP10B --- 0.93" (24 mm) MC3500IEPP12T 12" (300 mm) 26.36" (670 mm) --MC3500IEPP12B --- 1.35" (34 mm) MC3500IEPP15T 15" (375 mm) 23.39" (594 mm) --MC3500IEPP15B --- 1.50" (38 mm) MC3500IEPP18TC 18" (450 mm) 20.03" (509 mm) --MC3500IEPP18TW MC3500IEPP18BC --- 1.77" (45 mm) MC3500IEPP18BW MC3500IEPP24TC 24" (600 mm) 14.48" (368 mm) --MC3500IEPP24TW MC3500IEPP24BC --- 2.06" (52 mm) MC3500IEPP24BW MC3500IEPP30BC 30" (750 mm) --- 2.75" (70 mm) NOMINAL CHAMBER SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH) 77.0" X 45.0" X 86.0" (1956 mm X 1143 mm X 2184 mm) CHAMBER STORAGE 109.9 CUBIC FEET (3.11 m³) MINIMUM INSTALLED STORAGE* 175.0 CUBIC FEET (4.96 m³) WEIGHT 134 lbs. (60.8 kg) NOMINAL END CAP SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH) 75.0" X 45.0" X 22.2" (1905 mm X 1143 mm X 564 mm) END CAP STORAGE 14.9 CUBIC FEET (0.42 m³) MINIMUM INSTALLED STORAGE* 45.1 CUBIC FEET (1.28 m³) WEIGHT 49 lbs. (22.2 kg) *ASSUMES 12" (305 mm) STONE ABOVE, 9" (229 mm) STONE FOUNDATION, 6" (152 mm) STONE BETWEEN CHAMBERS, 6" (152 mm) STONE PERIMETER IN FRONT OF END CAPS AND 40% STONE POROSITY. MC-3500 TECHNICAL SPECIFICATION NTS 90.0" (2286 mm) ACTUAL LENGTH 86.0" (2184 mm) INSTALLED BUILD ROW IN THIS DIRECTION NOTE: ALL DIMENSIONS ARE NOMINAL LOWER JOINT CORRUGATION WEB CREST CREST STIFFENING RIB VALLEY STIFFENING RIB B C 75.0" (1905 mm) 45.0" (1143 mm) 25.7" (653 mm) FOOT 77.0" (1956 mm) 45.0" (1143 mm) PARTIAL CUT HOLES AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B" PARTIAL CUT HOLES AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T" END CAPS WITH A PREFABRICATED WELDED STUB END WITH "W" END CAPS WITH A WELDED CROWN PLATE END WITH "C" UPPER JOINT CORRUGATION 22.2" (564 mm) INSTALLED CUSTOM PARTIAL CUT INVERTS ARE AVAILABLE UPON REQUEST. INVENTORIED MANIFOLDS INCLUDE 12-24" (300-600 mm) SIZE ON SIZE AND 15-48" (375-1200 mm) ECCENTRIC MANIFOLDS. CUSTOM INVERT LOCATIONS ON THE MC-3500 END CAP CUT IN THE FIELD ARE NOT RECOMMENDED FOR PIPE SIZES GREATER THAN 10" (250 mm). THE INVERT LOCATION IN COLUMN 'B' ARE THE HIGHEST POSSIBLE FOR THE PIPE SIZE. MC-SERIES END CAP INSERTION DETAIL NTS NOTE: MANIFOLD STUB MUST BE LAID HORIZONTAL FOR A PROPER FIT IN END CAP OPENING. 12" (300 mm) MIN SEPARATION 12" (300 mm) MIN INSERTION MANIFOLD HEADER MANIFOLD STUB STORMTECH END CAP 12" (300 mm) MIN SEPARATION 12" (300 mm) MIN INSERTION MANIFOLD HEADER MANIFOLD STUB 05-Reference/REV14 Seattle Sounders FC HQ & Training Center (S303454) 2.pdfOVERVIEW DATEDRWNCHKDDESCRIPTION 08/24/22SDMREVISED PER ENG'S NEW PLANS, WAS MC-3500 08/25/22SDMREVISED PER EPM NOTES 08/26/22SDMREVISED PER EPM NOTES 08/30/22SDMREVISED PER SALES NOTES 08/31/22SDMCOMBINED ALL OPTIONS, FIXED LAYOUT TABLES 10/10/22SDMCREATED OPTION 7 PER EPM NOTES 11-03-22TSGRWDSET ELEVATIONS / UPDATED VR / NW AND SW 11-04-22TSGRWDINCREASE VR / EXPAND SE AND TRIANGLE 2/1/23BMWCJDNEW LAYOUT AREA AND VOLUME 02/09/23CTSCTSPER EPM / ENGINEER EMAIL AND NOTES 03/06/23MPVJEKUNDERDRAIN ADDED TO BOTH SYSTEMS 05-02-23NSLALIREVISED PER MARKUPS & UPDATED PLAN 06-08-23CTSRWDPER ESR NOTES 07-27-23TSGRWDREVISE PER MARK UP 0 050'100' SHEET OF DATE: PROJECT #: DRAWN: CHECKED: THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATE RESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS. 4640 TRUEMAN BLVD HILLIARD, OH 43026 2 8 07/13/22 S303454 SDM --- HQ & TRAINING CENTER SEATTLE SOUNDERS FC RENTON, WA StormTech Chamber System 888-892-2694 _WWW.STORMTECH.COM ® NOTES x MANIFOLD SIZE TO BE DETERMINED BY SITE DESIGN ENGINEER. SEE TECHNICAL NOTE 6.32 FOR MANIFOLD SIZING GUIDANCE. x DUE TO THE ADAPTATION OF THIS CHAMBER SYSTEM TO SPECIFIC SITE AND DESIGN CONSTRAINTS, IT MAY BE NECESSARY TO CUT AND COUPLE ADDITIONAL PIPE TO STANDARD MANIFOLD COMPONENTS IN THE FIELD. x THIS CHAMBER SYSTEM WAS DESIGNED WITHOUT SITE-SPECIFIC INFORMATION ON SOIL CONDITIONS OR BEARING CAPACITY. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR DETERMINING THE SUITABILITY OF THE SOIL AND PROVIDING THE BEARING CAPACITY OF THE INSITU SOILS. THE BASE STONE DEPTH MAY BE INCREASED OR DECREASED ONCE THIS INFORMATION IS PROVIDED. x THIS PLAN REFLECTS THE CHAMBER SYSTEM DESIGN BY THE SITE DESIGN ENGINEER USING STORMTECH COMPONENTS. THE SUITABILITY OF THE CHAMBER SYSTEM TO MEET ANY FUNCTIONAL REQUIREMENTS ARE THE RESPONSIBILITY OF THE SITE DESIGN ENGINEER. STORMTECH'S SCOPE OF WORK IS LIMITED TO THE ASSEMBLED PRODUCT DIMENSIONS AND SPECIFICATIONS FOR INSTALLATION. PLACE MINIMUM 17.5' OF ADSPLUS175 WOVEN GEOTEXTILE OVER BEDDING STONE AND UNDERNEATH CHAMBER FEET FOR SCOUR PROTECTION AT ALL CHAMBER INLET ROWS 24" PARTIAL CUT END CAP, PART# MC3500IEPP24TC OR MC3500IEPP24TW TYP OF ALL MC-3500 24" TOP CONNECTIONS 24" PARTIAL CUT END CAP, PART# MC3500IEPP24BC OR MC3500IEPP24BW TYP OF ALL MC-3500 24" BOTTOM CONNECTIONS AND ISOLATOR PLUS ROWS INSTALL FLAMP ON 24" ACCESS PIPE PART# MCFLAMP (TYP 2 PLACES) 24" X 24" ADS N-12 TOP MANIFOLD INVERT 23.05" ABOVE CHAMBER BASE (SEE NOTES) STRUCTURE PER PLAN W/ELEVATED BYPASS MANIFOLD MAXIMUM INLET FLOW 30.1 CFS MAXIMUM OUTLET FLOW 7.0 CFS (DESIGN BY ENGINEER / PROVIDED BY OTHERS) ISOLATOR ROW PLUS (SEE DETAIL) STRUCTURE PER PLAN (DESIGN BY ENGINEER / PROVIDED BY OTHERS) 6" ADS N-12 DUAL WALL PERFORATED HDPE UNDERDRAIN (SIZE TBD BY ENGINEER / SOLID OUTSIDE PERIMETER STONE) PROPOSED LAYOUT: NORTH SYSTEM 1,666 STORMTECH MC-3500 CHAMBERS 68 STORMTECH MC-3500 END CAPS 12 STONE ABOVE (in) 9 STONE BELOW (in) 40 % STONE VOID 293,075 INSTALLED SYSTEM VOLUME (CF) ABOVE ELEVATION 14.70 (PERIMETER STONE INCLUDED) 86080 SYSTEM AREA (ft²) 1200 SYSTEM PERIMETER (ft) PROPOSED ELEVATIONS: NORTH SYSTEM 27.00 MAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT/UNPAVED) 21.00 MINIMUM ALLOWABLE GRADE (UNPAVED WITH TRAFFIC) 20.50 MINIMUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC) 20.50 MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT) 20.50 MINIMUM ALLOWABLE GRADE (TOP OF RIGID PAVEMENT) 20.00 TOP OF STONE 19.00 TOP OF MC-3500 CHAMBER 16.46 24" TOP MANIFOLD INVERT 15.42 24" ISOLATOR ROW PLUS CONNECTION INVERT 15.25 BOTTOM OF MC-3500 CHAMBER 14.70 UNDERDRAIN INVERT 14.50 BOTTOM OF STONE PROPOSED LAYOUT: COMBINED 3,364 STORMTECH MC-3500 CHAMBERS 140 STORMTECH MC-3500 END CAPS 12 STONE ABOVE (in) 9 STONE BELOW (in) 40 % STONE VOID 591,297 INSTALLED SYSTEM VOLUME (CF) ABOVE ELEVATION 14.70 (PERIMETER STONE INCLUDED) 173575 SYSTEM AREA (ft²) 2412 SYSTEM PERIMETER (ft) StormTech Chamber System 888-892-2694 _WWW.STORMTECH.COM ®StormTech Chamber System 888-892-2694 _WWW.STORMTECH.COM ®StormTech Chamber System 888-892-2694 _WWW.STORMTECH.COM ® 05-Reference/REV14 Seattle Sounders FC HQ & Training Center (S303454) 3.pdfOVERVIEW DATEDRWNCHKDDESCRIPTION 08/24/22SDMREVISED PER ENG'S NEW PLANS, WAS MC-3500 08/25/22SDMREVISED PER EPM NOTES 08/26/22SDMREVISED PER EPM NOTES 08/30/22SDMREVISED PER SALES NOTES 08/31/22SDMCOMBINED ALL OPTIONS, FIXED LAYOUT TABLES 10/10/22SDMCREATED OPTION 7 PER EPM NOTES 11-03-22TSGRWDSET ELEVATIONS / UPDATED VR / NW AND SW 11-04-22TSGRWDINCREASE VR / EXPAND SE AND TRIANGLE 2/1/23BMWCJDNEW LAYOUT AREA AND VOLUME 02/09/23CTSCTSPER EPM / ENGINEER EMAIL AND NOTES 03/06/23MPVJEKUNDERDRAIN ADDED TO BOTH SYSTEMS 05-02-23NSLALIREVISED PER MARKUPS & UPDATED PLAN 06-08-23CTSRWDPER ESR NOTES 07-27-23TSGRWDREVISE PER MARK UP 0 050'100' SHEET OF DATE: PROJECT #: DRAWN: CHECKED: THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATE RESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS. 4640 TRUEMAN BLVD HILLIARD, OH 43026 4 8 07/13/22 S303454 SDM --- HQ & TRAINING CENTER SEATTLE SOUNDERS FC RENTON, WA StormTech Chamber System 888-892-2694 _WWW.STORMTECH.COM ®StormTech Chamber System 888-892-2694 _WWW.STORMTECH.COM ®StormTech Chamber System 888-892-2694 _WWW.STORMTECH.COM ® NOTES x MANIFOLD SIZE TO BE DETERMINED BY SITE DESIGN ENGINEER. SEE TECHNICAL NOTE 6.32 FOR MANIFOLD SIZING GUIDANCE. x DUE TO THE ADAPTATION OF THIS CHAMBER SYSTEM TO SPECIFIC SITE AND DESIGN CONSTRAINTS, IT MAY BE NECESSARY TO CUT AND COUPLE ADDITIONAL PIPE TO STANDARD MANIFOLD COMPONENTS IN THE FIELD. x THIS CHAMBER SYSTEM WAS DESIGNED WITHOUT SITE-SPECIFIC INFORMATION ON SOIL CONDITIONS OR BEARING CAPACITY. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR DETERMINING THE SUITABILITY OF THE SOIL AND PROVIDING THE BEARING CAPACITY OF THE INSITU SOILS. THE BASE STONE DEPTH MAY BE INCREASED OR DECREASED ONCE THIS INFORMATION IS PROVIDED. x THIS PLAN REFLECTS THE CHAMBER SYSTEM DESIGN BY THE SITE DESIGN ENGINEER USING STORMTECH COMPONENTS. THE SUITABILITY OF THE CHAMBER SYSTEM TO MEET ANY FUNCTIONAL REQUIREMENTS ARE THE RESPONSIBILITY OF THE SITE DESIGN ENGINEER. STORMTECH'S SCOPE OF WORK IS LIMITED TO THE ASSEMBLED PRODUCT DIMENSIONS AND SPECIFICATIONS FOR INSTALLATION. x THIS PLAN REFLECTS THE CHAMBER SYSTEM DESIGN BY THE SITE DESIGN ENGINEER USING STORMTECH COMPONENTS. THE SUITABILITY OF THE CHAMBER SYSTEM TO MEET ANY FUNCTIONAL REQUIREMENTS ARE THE RESPONSIBILITY OF THE SITE DESIGN ENGINEER. STORMTECH'S SCOPE OF WORK IS LIMITED TO THE ASSEMBLED PRODUCT DIMENSIONS AND SPECIFICATIONS FOR INSTALLATION. PLACE MINIMUM 17.5' OF ADSPLUS175 WOVEN GEOTEXTILE OVER BEDDING STONE AND UNDERNEATH CHAMBER FEET FOR SCOUR PROTECTION AT ALL CHAMBER INLET ROWS 24" PARTIAL CUT END CAP, PART# MC3500IEPP24TC OR MC3500IEPP24TW TYP OF ALL MC-3500 24" TOP CONNECTIONS 24" PARTIAL CUT END CAP, PART# MC3500IEPP24BC OR MC3500IEPP24BW TYP OF ALL MC-3500 24" BOTTOM CONNECTIONS AND ISOLATOR PLUS ROWS INSTALL FLAMP ON 24" ACCESS PIPE PART# MCFLAMP (TYP 2 PLACES) 24" X 24" ADS N-12 TOP MANIFOLD MAXIMUM INLET FLOW 30.1 CFS INVERT 23.05" ABOVE CHAMBER BASE (SEE NOTES) STRUCTURE PER PLAN W/ELEVATED BYPASS MANIFOLD [RELOCATED] MAXIMUM OUTLET FLOW 7.0 CFS (DESIGN BY ENGINEER / PROVIDED BY OTHERS) ISOLATOR ROW PLUS (SEE DETAIL / TYP 2 PLACES) 6" ADS N-12 DUAL WALL PERFORATED HDPE UNDERDRAIN (SIZE TBD BY ENGINEER / SOLID OUTSIDE PERIMETER STONE) PROPOSED LAYOUT: SOUTH SYSTEM 1,698 STORMTECH MC-3500 CHAMBERS 72 STORMTECH MC-3500 END CAPS 12 STONE ABOVE (in) 9 STONE BELOW (in) 40 % STONE VOID 298,225 INSTALLED SYSTEM VOLUME (CF) ABOVE ELEVATION 14.70 (PERIMETER STONE INCLUDED) 87496 SYSTEM AREA (ft²) 1212 SYSTEM PERIMETER (ft) PROPOSED ELEVATIONS: SOUTH SYSTEM 27.00 MAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT/UNPAVED) 21.00 MINIMUM ALLOWABLE GRADE (UNPAVED WITH TRAFFIC) 20.50 MINIMUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC) 20.50 MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT) 20.50 MINIMUM ALLOWABLE GRADE (TOP OF RIGID PAVEMENT) 20.00 TOP OF STONE 19.00 TOP OF MC-3500 CHAMBER 16.46 24" TOP MANIFOLD INVERT 15.42 24" ISOLATOR ROW PLUS CONNECTION INVERT 15.25 BOTTOM OF MC-3500 CHAMBER 14.70 UNDERDRAIN INVERT 14.50 BOTTOM OF STONE PROPOSED LAYOUT: COMBINED 3,364 STORMTECH MC-3500 CHAMBERS 140 STORMTECH MC-3500 END CAPS 12 STONE ABOVE (in) 9 STONE BELOW (in) 40 % STONE VOID 591,297 INSTALLED SYSTEM VOLUME (CF) ABOVE ELEVATION 14.70 (PERIMETER STONE INCLUDED) 173575 SYSTEM AREA (ft²) 2412 SYSTEM PERIMETER (ft) STRUCTURE PER PLAN W/ELEVATED BYPASS MANIFOLD [RELOCATED] MAXIMUM OUTLET FLOW 7.0 CFS (DESIGN BY ENGINEER / PROVIDED BY OTHERS) 05-Reference/King County Sewer Detail/KC WTD Std Detail 3305-436 MH Inside Drop.pdfLOW PROFILE INSIDE DROP 1 NO REVISION DESIGNED/DRAWN: DESIGN ENGINEER: DETAIL NO: DEPARTMENT OF NATURAL RESOURCES & PARKS WASTEWATER TREATMENT DIVISION DATE: SCALE: REV NO: A B C D E A B C D E BY APVD DATE REFERENCE 1"0 2 3 4 5 6 1 2 3 4 5 6 \\dnrpcifs\cad_design\KSC\standard details\div 33 utilities\3305-436.dwg | Layout: 3305-436 PLOTTED: Oct 07, 2021-10:25:19am By nkehoe DIVISION 33 - UTILITIES 33 05 61 CONCRETE MAINTENANCE HOLES LOW PROFILE INSIDE DROP 3305-436 OCTOBER 2021N. KEHOE J. PAULSON AS NOTED 0 NOTES: 1. ONLY ALLOWED FOR 8" AND 6" PIPES. 2. MAINTAIN A MINIMUM OF 1' BETWEEN MAINTENANCE HOLE RISER SECTION AND CORE JOINTS. 3. VERTICAL PIPING SHALL NOT BE IN CONFLICT WITH LADDER OR STEPS. LADDER OR STEPS SHALL NOT BE REMOVED. 4. INTRAFLOW PIPING SHALL BE PER MANUFACTURER'S INSTRUCTIONS. 5. ALL JOINTS SHALL BE CAULKED WITH A BEAD OF ADHESIVE SEALANT, MANUS OR APPROVED EQUAL, DURING ASSEMBLY PER THE MANUFACTURES INSTRUCTIONS. 6. CONNECTION TO AN EXISTING MAINTENANCE HOLE SHALL BE MADE BY CORE DRILLING THE MAINTENANCE HOLE AND USE OF A FLEXIBLE WATERTIGHT RUBBER BOOT, KOR-N-SEAL OR APPROVED EQUAL. 7. ATTACH 1/4" POLY ROPE TO INSPECTION HOOD AND TIE IT OFF AT THE TOP LADDER RUNG. ACCESS OPENING TOP SECTION VARIABLE LENGTH BODY SECTION BODY LENGTH 1'-7" IN 1' INCREMENTS SEWER INLET PIPE EXTENDING INTO THE DROP A MAXIMUM OF 1" TOP SECTION TONGUE ALLOWS UP TO 12" VARIABILITY INSPECTION HOOD 1'-61 2" 1'-9" THE EXISTING MAINTENANCE HOLE BENCH SHALL BE CUT OUT AND RESHAPED TO MATCH THE MAIN CHANNEL AT 0.1FT ABOVE MAIN CHANNEL. NO ON BENCH INSTALLATION WILL BE ALLOWED. TRANSITION SECTION PIPE SHALL NOT PROTRUDE INTO DROP MORE THAN 1" OR BEYOND MANUFACTURER'S RECOMMENDATION. THIS DETAIL IS ONLY FOR A SERVICE CONNECTION TO AN EXISTING MAINTENANCE HOLE AND ONLY IF PRE-APPROVED BY THE KING COUNTY LPA ENGINEER 1'-63 4" 11" BENCH 71 2" CORE DRILL ENTRY FOR CONNECTION FLEXIBLE WATERTIGHT RUBBER BOOT FASTENING LUGS (TYP.) 1" MAX. 1'-0" 6" SPRINGLINE SWEEP SECTION SHALL MATCH THE TOP OF BENCH 3305-436 B SCALE: NTS SECTION A SCALE: NTS SECTION B 3305-436 A EXISTING MAINTENANCE HOLE, SIZE VARIES SCALE: NTS PLAN CoRenton Std Plans/101 - Concrete Curbs.pdf FACE OF CURB 6 112' ' 1/ 2" R. 1" R. 1: 24 t TOP OF 112" R. ROADWAY I V ED T CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB 6 1f2"-- FLUSH WITH GUTTER PAN AT SIDEWALK RAMP ENTRANCE 1: 12 1: 24 TOP OF 112" R. ROADWAY 1 DEPRESSED CURB SECTION AT SIDEWALK RAMPS w ' PREMOLDED JOINT FILLER E FULL -DEPTH EXPANSION JOINT 6" CEMENT CONCRETE 112" R. 1" R. SIDEWALK RAMP VARIES OR LANDING FROM ! 6" TOO S s" T 318" PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS 6 112" ' FACE OF ADJACENT CURB SEE DEPRESSED CURB DETAIL THIS SHEET 114 TOP OF 1/ 2" R. ROADWAY 2" i T DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104. 2 1 P2' R. FACE OF ADJACENT CURB I GUTTER SURFACE u 6 112" 1" 1' R. FACE OF CURB 1" R. 8 114" 1" R. CEMENT CONCRETE i TRAFFIC CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS GENERAL NOTES: 1. See standard plans 102 and 101. 1 for curb expansion and contraction joint spacing. 2. Expansion joint shall be full depth, 3/ 8" ( in.) premolded joint filler. 3. For Depressed Monolithic Driveway Curb & Gutter Section, see Standard Plan 104.2 TOP OF ROADWAY STD. PLAN — 101 a PUBLIC WORKS CEMENT CONCRETE CURBS DEPARTMENT CoRenton Std Plans/102 - Concrete Sidewalk.pdf s RAISED EDGE DETAIL 1 a sI DEWALK LEVEL 1r2' F•J7O $ IOEWAL3( TRANSVERSE 1'- 0" 1' - 0" 11r R J01NTS TO INCLUDE RASED EDGE 318• ( IN) PREMOLDED JOINT FILLER TYPICAL WHERE APPLICABLE ON RDUt DING 2.0% 1 tr2" ( IN) R. ( TYP.] FOR CURB pETA[ LS r , SEE STD PLAN 101 er ' y r. STING ROADWAY CRUSHED ROCK BrLS SEE RAISED EDGE I SIDEWALK DETAIL - THIS SHE LTYPICALUNDER CRUSHEOSURFACING TOP COURSE (CSTC) ALL CUT SIDEWALK OMPACT TO 957, MODIFILU PROCTOR MIN. O SLOPES WITH RAISED EDGE UNLESS REOUTREMENT WAIVED BY ENGINEER) TYPICAL. UNDER ALL CURB, V2" ( tN) R. ( TYP.) GUTTER S SIDEWALK, CSTC UNDER 2' ' v FOR CURB DETAILS CURB S GUTTER TO BE S THICKNESS CR LS% SEE STD PLAN 101 MATCH EXISTING ROADWAY CRUSHED ROCK dH " ,• i!' BASE, WHICHEVER IS GREATER ( 1YP. FOR ALL CURB b GUTTER). FINISHED GRADE 1"( IN) BELOW 1 fn 2' 0• SIDEWALK TOPOF CONCRETE SURFACE ADJACENT TO CURB MIN 1, m 1 0• ROU DING R. ( TYR) FOR CURB DETAILS 1, 5% SEE STD PLAN 101 o a t s Fr• • BRI DGE OR PEDESTRIAN RAILING ADJACENT TO CURB FOR CURB CURSDETAILS WRIER SEE SIDEWALK SEE $ TD PLAN 101. STEEP FILL SLOPES) CONTRACT PLANS WALL OR BARRIER I 772' ( IN) R. (TYP.) J I SIDEWALK FLUSH' 1. 5% t 1rz• M R. VERTICAL WALL - -- ' -. . - -- \ Vr ti.. f . •. SEE DETAIL 318• ( IN) PREMOLDED JOINT FILLER ADJACENT TO CURB AND RAILING OR WALL a ( IN) PREMOLDED JOINT FILLER FOR SIDE BUFFER STR1P TREATMENT SIDEWALK SIDEWALK ADJACENT TO WALL DETAIL SEE HER ( SEE NOTE 10) SIDEWALK/ 12• ( IN) R. SECTIONS 1 ( TYP ) FOR v 1. 5% SEE STD PLAN 10.S 1. SX MIN. SEE STD PLAN 101 r 4`\\ f GROOMED FINISH OR MATCH E)( iST1NG e 4' M/ IDE, SMOOTH Go TROWELED PERIMETER FINISHEDGRADE t• ( IN) BELOW TOP OF CONCRETE SURFACE FOR PLANTING - FLUSH IF PAVED T CONCRETE CEMENTCONCRETE CURB CURBADJACENT TO BUFFER STRIP 0 CURB FOR CURB DETAILS D• SEE STD PLAN 101 r 5, z 1r8' TD 114' NOTES 1. Four feet of the sidewalk width shall be the minimum pedestrian CONTRACTION JOINT • . Al yam. aocessibTe route (aut) free of vertical IN RAG .' andhorizontal obstructions. Gratings, FULL DEPTH EXPANSION JO NT IN BOTH h1' AccessCovers, Junction Boxes, CURB AND SIDEWALK ( SEE STD PLAN mi.1) Cable Vaults, Pull Boxes and other appurtenances within the sidewalk ` s' F 3W C CONTRACTION JOINT must be flush with surface, and match grade of the sidewalk. JOINT AND FINISH DETAIL 2. Monolithic Cement Concrete Curb and + Sidewalk is not permitted in new For other referenced NOTES see , construction. When replacement work STD PLAN 104. 2, R •• necessitates a Monolithic Cement PREMOLAE ConcreteCurb build per WSDOT JOINT FILLER Standard Plan F30. 10-03. Paved surfaces must comply With STD PLAN 102. 1 as applicable. E FULL - DEPTH 3. Concrete to 6e 4,000 PSI. EXPANSION JOINT fthk SM PLAN - 109 PUBLIC WORKS CEMENT CONCRETE PPRQ • ED: DEPARTMENT SIDEWALK T ljZ_ It] ra#'YA 104/ + 7 CoRenton Std Plans/103 - Curb and Gutter Replacement.pdf r r EXISTING ASPHF PAVEMENT SAWCUT SEE NOTE 2) ARTERIAL STREET MINIMUM 7" HMA ( or ACP Class B) SEE NOTE 1), OVER 6" CRUSHED ROCK RESIDENTIAL STREET MINIMUM 4" HMA ( or ACP Closs B) SEE NOTE 1), OVER 6" CRUSHED ROCK NOTES: 1. MUST MATCH EXISTING THICKNESS IF GREATER. 2. SAWCUT SHALL BE POSITIONED 1' — 0" BEYOND EDGE OF DAMAGED PAVEMENT. 1 THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT PLACEMENT AT ' THE GUTTER FACE. SEE STANDARD PLAN FOR CEMENT CONCRETE CURBS. SM. PLAN - 109 PUBLIC WORKS CURB AND GUTTER PPRO D: DEPARTMENT REPLACEMENT DETAIL ii,, Z N CO ATE CoRenton Std Plans/110 - Pavement Patch for Util.pdf 1 1 VARIES 1 1 MIN MIN MIN I MIN SPECIAL NOTE: T < } x , 4 IN THE EVENT TRANSVERSE PATCHES EXIST I ; WITHIN THE AFFECTEO STREET, THE LENGTH I I IOF THE PATCH SHALL BE EXTENDED TO INCLUDE ANY EXISTING PATCH WITHIN 10 j FEET OF THE EDGE OF THE PATCH REQUIRED i FOR THE NEW CROSSING AND ANY f . . SUBSEQUENT PATCH EDGE WITHIN 70 FEE7 OF THE EDGE OF THE SECOND PATCH AND SO ON UP TO A TOTAL OF 300 FEET. I FACE OF GUTTER OR i I EDGE OF PAVEMENT k -= f-- a ; TRAFFIC FLOW 2" HMA I r a d` i i CENTER LINE OR I LANE LWE 2" TO 8" HMA i I 6. 5' MIN. 2" DEPTH OF PLANING OR SAWCUT AND REMOVE VARIES: 6. 5' MIN. DEPTH OF EXISTING PAVEMENT MIN I MIN VARIES { MIN I MINI 2" SAWCUT AND REMOVE OR PLANE, SEAL WITH 2" - 6" MIN. HMA ( SEE NOTE 2) AR- 4000W EACH SIDE) 6" CRUSHED SURFACWG TOP COURSE ( CSTC) 2" HMA 9- 03. 9( 3)) PER WSDOT STANDARO SPECIFICATIONS, COMPACTED TO 95% MODIFIED PROCTOR. SAWCUT AFTER BACKFILL EACH SIDE) CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL 9- 03. 19), GRAVEL BORROW ( 9- 03. 14( 1)) PER WSDOT STANDARD SPECIFICATIONS OR NATIVE MATERIAL IF APPROVED IN WRITING BY ENGINEER BASED ON GEOTECH REPORT, COMPACTED TO 95% MODIFIED PROCTOR. WIDTH OF TRENCH AS RE UIRED BY SIZE OF PROPOSED IMPROVEMENT ( SEE WSDOT STANDARD SPECIFICATION 2- 09. 4) PLUS AN ALLOWANCE FOR ANY SHORING. SHORING, IF PIPE ZONE BEDDING. MATERIAL- SEE STANDARDNEEDED, SHALL MEET THE REQUIREMENTS OF WSDOT PLAN 110. 1. STANDARD SPECIFICATION 7- 08. 3( 1) B TRENCH WIDTH FOR NOTES, SEE STANDARD PLAN 110. 1 TYPICAL TRANSVERSE PATCH FOR p - 110 PUBLIC WORKS FLEXIBLE PAVEMENT OR RIGID F'}' R ' E; DDEPARTMENT u j,.,, PAVEMENT WITN OVERLAY r T PlotCfgs/CPL-civil-Full.ctb PlotCfgs/CPL-civil-Half.ctb PlotCfgs/CPL-HALF.ctb PlotCfgs/DWFx ePlot (XPS Compatible).pc3 PlotCfgs/PDF-CPL-CIVIL-FULL.CTB PlotCfgs/PM_PDF.pc3 Textures/Concrete.Cast-In-Place.Flat.Grey.1.jpg Textures/Concrete.Cast-In-Place.Flat.Polished.Grey.jpg Textures/Sitework.Planting.Grass.Short.jpg Textures/Sitework.Planting.Grass.Thick.jpg Textures/Sitework.Planting.Gravel.Crushed.jpg Textures/Sitework.Planting.Gravel.Mixed.jpg Textures/Sitework.Planting.Soil.jpg