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Tesla Renton - Standard/Tesla Renton.txt Transmittal Report:
Created by AutoCAD eTransmit Tuesday, May 12, 2026, 2:19 PM.
Drawing Sheet Set:
This is a transmittal based on drawing sheets from the sheet set:
Tesla Renton.
Sheets:
C-001 COVER SHEET
C-002 GENERAL NOTES
V-001 EXISTING CONDITIONS AND TOPOGRAPHY
C-101 DEMOLITION & TEMPORARY EROSION & SEDIMENT CONTROL PLAN
C-102 HORIZONTAL CONTROL & PAVING PLAN
C-103 GRADING & STORM DRAIN PLAN
C-103.1 STORM PROFILES - NORTH AND SOUTH
C-103.2 STORM PROFILES - CATCH BASINS
C-104 UTILITY PLAN
C-301 SECTIONS
C-501 TEMPORARY EROSION & SEDIMENT CONTROL DETAILS
C-502 TEMPORARY EROSION & SEDIMENT CONTROL DETAILS
C-503 PAVING DETAILS
C-504 PAVING STRIPING & SIGNAGE DETAILS
C-505 STORM DRAIN & STORMWATER MANAGEMENT DETAILS
C-506 STORM DRAIN & STORMWATER MANAGEMENT DETAILS
C-507 STORM DRAIN & STORMWATER MANAGEMENT DETAILS
C-508 STORM DRAIN & STORMWATER MANAGEMENT DETAILS
C-509 WATER DETAILS
C-510 WATER DETAILS
C-511 WATER DETAILS
Subset: Landscape Plan
Sheets:
L-100 PLANTING PLAN
L-101 PLANTING NOTES AND DETAILS
L-102 PLANTING NOTES
L-200 TREE INVENTORY PLAN
L-201 TREE INVENTORY NOTES AND DETAILS
L-300 IRRIGATION PLAN
L-301 IRRIGATION DETAILS
L-302 IRRIGATION NOTES
Files:
Root Drawings: PlanSheets\C-001 - Cover Sheet.dwg
PlanSheets\V-001 - Existing Conditions & Topography.dwg
PlanSheets\C-101 - Demolition & Erosion Plan.dwg
PlanSheets\C-102 - Construction Plan.dwg
PlanSheets\C-103 - Grading & Storm Drain Plan.dwg
PlanSheets\STORM PROFILES.dwg
PlanSheets\C-104 - Utility Plan.dwg
PlanSheets\C-301 - Sections.dwg
PlanSheets\C-500 - Details.dwg
PlanSheets\L-100 - Landscape Plan.dwg
PlanSheets\L-101 - Tree Inventory Plan.dwg
PlanSheets\L-300 - Irrigation Plan.dwg
AutoCAD Drawing (External) References:
References\x_alta_survey.dwg
References\1747025T-KHA LAYERS_150 scale.dwg
References\xTB-CCP.dwg
References\x_APS.dwg
References\xBM.dwg
References\xLS.dwg
References\1747025T-KHA LAYERS.dwg
References\xSD.dwg
References\xTB-CCP.dwg
References\xTB-CCP - Landscape.dwg
References\xIR.dwg
JPG File References:
Near Map\EPSG2285_Date20230812_Lat47.471003_Lon-122.225517_Mpp0.075.jpg
PDF Document References:
PDF and Images\102 Concrete Sidewalk.pdf
WSDOT\f40.12-03_e.pdf
PDF and Images\f40.15-04_e Perpendicular Curb Ramp.pdf
PDF and Images\220.20 STANDARD TRENCH.pdf
PDF and Images\300.2.pdf
PDF and Images\320.2 2 INCH METER SERVICE.pdf
PDF and Images\330.1.pdf
PDF and Images\350.3 DCDA.pdf
PDF and Images\360.4 BACKFLOW PREVENTER.pdf
PDF and Images\360.5.pdf
PDF and Images\370.2 DCDA INSTALLATION.pdf
Drainage\B-10.40-02 - Catch Basin Type 2 with Flow Restrictor.pdf
WSDOT\b15.20-01_e.pdf
WSDOT\b15.40-01_e.pdf
ESC\Catch Basin Insert.pdf
Storm Drain\Catch Basin Type 1P (Parking lots).pdf
pdf and images\STD 201.00 CATCH BASIN TYPE 2.pdf
ESC\Check Dams.pdf
Paving Details\Curb & Gutter.pdf
Drainage\Detention for parking expansion - 14312 (3-8-2022 20-43-1).pdf
ESC\Filter Sock.pdf
approved plans xref files\Gate Valve 330_1.pdf
ESC\Interceptor Swale.pdf
Storm Drain\Catch Basin Type 2.pdf
2022-04-22\MWS-L-8-12-V-UG.pdf
Contech\MWS-L-8-16-V-UG Standard Detail - Rev A.pdf
Storm Drain\Pipe Zone Bedding & Compaction.pdf
Contech\Plan A - 58320 (8-28-2024 23-27-45).pdf
Drainage\Pump detail.pdf
ESC\Sediment Trap.pdf
Paving Details\Sidewalk_102.pdf
ESC\Silt Fence.pdf
ESC\Stabilized Construction Entrance.pdf
pdf and images\STD 203.00 OPEN CURB FACE FRAME AND GRATE INSTALLATION.pdf
Storm Drain\Typical Trench & Backfill.pdf
Landscape - Tree Inventory Report\Arborist Report-Kimley-Horn 5.pdf
Landscape - Tree Inventory Report\Arborist Report-Kimley-Horn 6.pdf
The following files were excluded from the transmittal:
Tesla Renton.dst
acad.fmp
Fonts\simplex.shx
Fonts\ltypeshp.shx
Fonts\arial.ttf
Fonts\txt.shx
Fonts\symbol.ttf
Fonts\AECCLAND.shx
Fonts\calibri.ttf
Fonts\ariblk.ttf
Fonts\times.ttf
Fonts\BOLD.SHX
Fonts\ROMAND.shx
Fonts\romans.shx
Fonts\swiss.ttf
Textures\Concrete.Cast-In-Place.Flat.Grey.1.jpg
Textures\Sitework.Planting.Grass.Thick.jpg
PlotCfgs\KHA.stb
PlotCfgs\DWG To PDF.pc3
PlotCfgs\DWF6 ePlot.pc3
Fonts\vinet.ttf
Fonts\architxt.shx
Fonts\arialbd.ttf
Fonts\segoeui.ttf
1747025-C.xml
Fonts\romanc.shx
Fonts\complex.shx
PDF and Images\CHM Signature.png
Fonts\sanss___.ttf
References\230552_TSC_Renton WA_Title Block_22x34.dwg
Fonts\swisscb.ttf
Fonts\verdanab.ttf
LAUSD_tb-L30x42 - Sheet - Garfield\KimleyHorn Logo.png
Fonts\ARIALN.TTF
wetransfer_230552_a1-01_site-plan-dwg_2023-10-03_2139\230552_A1.01_SITE PLAN.dwg
Fonts\SIMPLEXA.SHX
References\oEG.dwg
Fonts\special.shx
Fonts\REFSAN.TTF
Fonts\fsimplex.shx
Fonts\GIL_____.TTF
wetransfer_22-1767-tesla-renton-permit-set-09-06-24-structural-pdf_2024-09-24_0036\230552_TSC_Renton WA_Base_RB.dwg
Fonts\ARIALNB.TTF
Fonts\arialbi.ttf
Fonts\ariali.ttf
Fonts\ARIALNI.TTF
Fonts\tahoma.ttf
PlotCfgs\monochrome.ctb
oEG.dwg
Fonts\romant.shx
Textures\Sitework.Paving - Surfacing.Asphalt.jpg
oFG.dwg
oPIPE-STRM.dwg
23-349_TOPO_triangulate KH.dwg
Fonts\GOTHICI.TTF
oFG.dwg
Storm Drain\UpdatedSurfaceWaterSet.pdf
Fonts\swissk.ttf
Fonts\Archquik.shx
Fonts\ARIALUNI.ttf
PDF and Images\Quin Stamp.png
Fonts\swissb.ttf
The following files could not be located:
_Nearmaps\xAerial.jpg
Textures\Sitework.Paving - Surfacing.Asphalt.jpg
1747025-C.xml
aps-simplex.(shx,ttf)
PlotCfgs\_MSA-Tesla_Full_Size.ctb
PlotCfgs\MSA_Oce_TDS600.pc3
PlotCfgs\+MSA_Oce TDS600.pc3
Opt.(shx,ttf)
_Drawings\VICINITY MAP.png
PlotCfgs\Tesla_TSC_22X34.ctb
PlotCfgs\_MSA_FULL_SIZE.ctb
dgn131.(shx,ttf)
Desktop\2022-04-15 Landscape Irrigation Trees 1.pdf
Sine_Wave.(shx,ttf)
PlotCfgs\ArcVision DWG To PDF.pc3
oEG.dwg
Downloads\FIRE from NA_US_WA-RENTON-600SW 10TH ST_90% SET 1.pdf
oFG.dwg
LPA Grading\Civil_selected_2022-03-28_11-21-54am Page 008.jpg
TIR\MWS-L-8-12-V-Flow.pdf
Storm Drain\Surface Water Standard Details.pdf
Storm Drain\UpdatedSurfaceWaterSet.pdf
archd.(shx,ttf)
71.(shx,ttf)
LAFX-ARCLOW.(shx,ttf)
LAFX-ARCHIGH.(shx,ttf)
scallop.(shx,ttf)
Qian Stamps\WASHINGTON - Seal Signed - Qian Gao-1.png
Qian Gao\WASHINGTON SIGNED - Qian Gao.png
Stamps\CHM Signature.png
Qian Gao\WASHINGTON SIGNED - Qian Gao.png
The following files were not added because one or more files had the same path in the set already:
\\kimley-horn.com\MP_SEA\ORA_LDEV\194612001 - Tesla Renton\CAD\References\xTB-CCP.dwg (and K:\ORA_LDEV\194612001 - Tesla Renton\CAD\References\xTB-CCP.dwg written to xTB-CCP.dwg\References).
Conversion:
All drawing files were converted to AutoCAD 2018/LT 2018 format.
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.
Material texture files:
Please copy these files to the AutoCAD Texture Maps Search Path directory.
The AutoCAD variable FONTALT was set to:
C:\kh-adsk\kh\office\2024\library\fonts\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 'K:\ORA_LDEV\194612001 - Tesla Renton\CAD\PlanSheets\C-001 - Cover Sheet.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.
Surface File
C:\Users\mattg\Dropbox (DirectSurveying)\Jobs Folder\APS Jobs\2019\1747 - Kimley Horn\1747.025 - 600 SW 10th Ave, Renton\DWG\1747025-C.xml
Surface File
C:\Users\mattg\Dropbox (DirectSurveying)\Jobs Folder\APS Jobs\2019\1747 - Kimley Horn\1747.025 - 600 SW 10th Ave, Renton\DWG\1747025-C.xml
Data Shortcut Source File
\\kimley-horn\MT_SEA\SEA_Civil\SEA_DS\090026000 - 600 SW 10TH Renton Parking\CAD\References\oEG.dwg
*** Map 2007 Data and Cache files ***
The drawing 'K:\ORA_LDEV\194612001 - Tesla Renton\CAD\PlanSheets\V-001 - Existing Conditions & Topography.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.
Surface File
C:\Users\mattg\Dropbox (DirectSurveying)\Jobs Folder\APS Jobs\2019\1747 - Kimley Horn\1747.025 - 600 SW 10th Ave, Renton\DWG\1747025-C.xml
Data Shortcut Source File
\\kimley-horn\MT_SEA\SEA_Civil\SEA_DS\090026000 - 600 SW 10TH Renton Parking\CAD\References\oEG.dwg
*** Map 2007 Data and Cache files ***
The drawing 'K:\ORA_LDEV\194612001 - Tesla Renton\CAD\PlanSheets\C-101 - Demolition & Erosion Plan.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 'K:\ORA_LDEV\194612001 - Tesla Renton\CAD\PlanSheets\C-102 - Construction Plan.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.
Data Shortcut Source File
K:\ORA_LDEV\194612001 - Tesla Renton\CAD\References\oEG.dwg
K:\ORA_LDEV\194612001 - Tesla Renton\CAD\References\oFG.dwg
K:\ORA_LDEV\194612001 - Tesla Renton\CAD\References\oPIPE-STRM.dwg
*** Map 2007 Data and Cache files ***
The drawing 'K:\ORA_LDEV\194612001 - Tesla Renton\CAD\PlanSheets\C-103 - Grading & Storm Drain Plan.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.
Data Shortcut Source File
K:\ORA_LDEV\194612001 - Tesla Renton\CAD\References\oEG.dwg
K:\ORA_LDEV\194612001 - Tesla Renton\Mailbox\Incoming\Survey\2024-03-28 - New Sidewalk Topo\23-349_TOPO_triangulate KH.dwg
Data Shortcut Source File
K:\ORA_LDEV\194612001 - Tesla Renton\CAD\References\oEG.dwg
K:\ORA_LDEV\194612001 - Tesla Renton\CAD\References\oFG.dwg
Data Shortcut Source File
K:\ORA_LDEV\194612001 - Tesla Renton\CAD\References\oEG.dwg
*** Map 2007 Data and Cache files ***
The drawing 'K:\ORA_LDEV\194612001 - Tesla Renton\CAD\PlanSheets\STORM PROFILES.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 'K:\ORA_LDEV\194612001 - Tesla Renton\CAD\PlanSheets\C-104 - Utility Plan.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.
Data Shortcut Source File
K:\ORA_LDEV\194612001 - Tesla Renton\CAD\References\oFG.dwg
K:\SEA_Civil\SEA_DS\090026000 - 600 SW 10TH Renton Parking\CAD\References\oFG.dwg
\\kimley-horn\MT_SEA\SEA_Civil\SEA_DS\090026000 - 600 SW 10TH Renton Parking\CAD\References\oEG.dwg
*** Map 2007 Data and Cache files ***
The drawing 'K:\ORA_LDEV\194612001 - Tesla Renton\CAD\PlanSheets\C-301 - Sections.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 'K:\ORA_LDEV\194612001 - Tesla Renton\CAD\PlanSheets\C-500 - Details.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 'K:\ORA_LDEV\194612001 - Tesla Renton\CAD\PlanSheets\L-100 - Landscape Plan.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 'K:\ORA_LDEV\194612001 - Tesla Renton\CAD\PlanSheets\L-101 - Tree Inventory Plan.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 'K:\ORA_LDEV\194612001 - Tesla Renton\CAD\PlanSheets\L-300 - Irrigation Plan.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.
Tesla Renton - Standard/2022-04-22/MWS-L-8-12-V-UG.pdf Concept
STANDARD DETAIL STORMWATER BIOFILTRATION SYSTEM MWS-L-8-12- 6'-1" -V-UG SITE SPECIFIC DATA INTERNAL BYPASS DISCLOSURE: PLAN VIEW ELEVATION VIEW RIGHT END VIEW LEFT END VIEW GENERAL NOTES
INSTALLATION NOTES
Tesla Renton - Standard/approved plans xref files/Gate Valve 330_1.pdf
12" M. 18" MF SEE A A PLAN VIE WATER SECTION A— A VALVE BOX LID WITH EARS IN DIRECTION OF 2" SQUARE WATER MAIN AND WORD OPERATING NUT WATER" CAST INTO IT CONCRETE COLLAR FOR LVES IN
PAVED AREAS 4- 1/ 4" DIA. 1/ 8" MIN. THICKNESS IECE CAST IRON VALVE X, RICH— SEATTLE TYPE OLYMPIC FOUNDRY 1" STEEL LENGTH AS REQUIRED 1/ 8" MIN. THICKNESS 2- 1/ 4" INSIDE MEASUREMENT
2- 1/ 4" DEPTH VALVE OPERATING NUT EXTENSION VALVE OPERATION NUT EXTENSION NOTE: EXTENSIONS ARE REQUIRED WHEN VALVE NUT IS MORE THAN THREE ( 3) FEET BELOW 3" FINISHED GRADE. EXTENSIONS
ARE TO BE A 38" MIN. MINIMUM OF ONE ( 1) FOOT LONG. ONLY ONE WIDTH EXTENSION TO BE USED PER VALVE. WHITE POS NOTE: ALL EXTENSIONS ARE TO BE MADE 62" OF STEEL, SIZED AS NOTED, AND PAINTED
— — I WITH TWO COATS OF METAL PAINT. llllllllllll 111111_ - Ti i 24" VALVE MARKER NOTES: VALVE MARKERS SHALL BE EQUAL TO CARSONITE UTILITY MARKER VALVE MARKER POST TO BE USED FOR ALL
MAIN LINE VALVES OUTSIDE PAVED AREAS VALVE MARKER POST ZY Oe + PUBLIC WORKS VALVE BOX, MARKER & OPERATING STD. PLAN — 330. 1 DEPARTMENT NUT EXTENSION N, yp MARCH 2010
Tesla Renton - Standard/Contech/MWS-L-8-16-V-UG Standard Detail - Rev A.pdf Standard Detail
PLAN VIEW ELEVATION VIEW RIGHT END VIEW STANDARD DETAIL STORMWATER BIOFILTRATION SYSTEM MWS-L-8-16- V-UG FOR PATENT INFORMATION, GO TO www.ContechES.com/IP LEFT END VIEW ALTERNATE DEEP
ORIENTATION INSTALLATION NOTES SITE SPECIFIC DATA
Tesla Renton - Standard/Contech/Plan A - 58320 (8-28-2024 23-27-45).pdf
Tesla Renton - Standard/Drainage/B-10.40-02 - Catch Basin Type 2 with Flow Restrictor.pdf Catch Basin Type 2 with Flow Restrictor
. " NOTES ...I ...I w ADJUSTABLE LOCK HOOK 1. The pipe supports and the flow restrictor shall be constructed of the same material and be anchoredCl Cl WITH LOCK SCREW at a maximum spacing
of 36" (in). Attach the pipe supports to the manhole with 5/8" (in) stainless ::J z steel expansion bolts or embed the supports into the manhole wall 2" (in). er: 1" (IN) DIAM. ROD
OR TUBING w u. 2. The vertical riser stem of the flow restrictor shall be the same diameter as the horizontal outlet pipe with a minimum diameter of 12" (in). 3. The flow restrictor
shall be fabricated from one of the following materials: 0.060" (in) Corrugated Aluminum Alloy Drain Pipe 0.064" (in) Corrugated Galvanized Steel Drain Pipe with Treatment 1 _j LIFT
HANDLE ~ 0.064" (in) Corrugated Aluminized Steel Drain Pipe ATIACHMENT j 0.060" (in) Aluminum alloy flat sheet, in accordance with ASTM B 209, 5052 H32 or EPS High Density Polyethylene
Storm Sewer Pipe 4. The frame and ladder or steps are to be offset so that: the shear gate is visible from the top; the climb-down space is clear of the riser and gate; the frame is
clear of the curb. 5. The multi-orifice elbows may be located as shown, or all placed on one side of the riser to assure ladder LIFT HANDLE clearance. The size of the elbows and their
placement shall be specified in the Contract. 6. Restrictor plate with orifice as specified in the Contract. The opening is to be cut round and smooth. 7. The shear gate shall be made
of aluminum alloy in accordance with ASTM B 26 and ASTM B 275, designation ZG32A; or cast iron in accordance with ASTM A 48, Class 308. PLAN VIEW The lift handle shall be made of a
similar metal to the gate (to prevent galvanic corrosion), it may ALTERNATIVE NOTCH WEIR MAY BE SPECIFIED SEE DETAIL SET OVERFLOW ELEVATION
TO PROVIDE DETENTION AS
SHOWN IN THE CONTRACT
PIPE SUPPORT3" (IN) x 0.075" (IN) ALUMINUM ,
OR 3" (IN) x 0.079" (IN)
STEEL (SEE NOTE 1)
MORTAR (TYP.) FLOW RESTRICTOR RESTRICTOR PLATE WITH ORIFICE ------t-----t----' (SEE NOTE 6) . " be of solid rod or hollow tubing, with adjustable hook as required. MAXIMUM OPENING A
neoprene rubber gasket is required between the riser mounting flange and the gate flange. 1/2" (IN) HOLE ON 10 3/8" (IN)
BOLT CIRCLE (TYP)
Install the gate so that the level-line mark is level when the gate is closed. The mating surfaces of the lid and the body shall be machined for proper fit. WITH LOCKING BOLTS, MANHOLE
RING AND COVER All shear gate bolts shall be stainless steel. MARKED "DRAIN" 54" DIAM. MIN. 8. The shear gate maximum opening shall be controlled by limited hinge movement, a stop
tab, or some other device.
LEVEL LINE
9. Alternative shear gate designs are acceptable if material specifications are met. (SEE NOTE 7) CLOSED FRONT SIDE STEPS OR LADDER SHEAR GATE DETAILS LIFT HANDLE SHEAR GATES" (IN)
MIN. DIAM. OVERFLOW ELEVATION AS SPECIFIED IN CONTRACT WEIR LENGTH AND ELEVATION
AS SPECIFIED IN CONTRACT
REMOVABLE Aug 17, 2021 WATERTIGHT COUPLING CATCH BASIN TYPE 2 WITH FLOW RESTRICTOR STANDARD PLAN B-10.40-02 PLATE WITH SHEET 1 OF 1 SHEET ORIFICE APPROVED FOR PUBLICATION 0 .• SECTION
0 ~ Aug 17, 2021 STATE DESIGN ENGINEER NOTCH WEIR DETAIL ELBOW DETAIL .... ... Washington Stole Department of Transportation
Tesla Renton - Standard/Drainage/Detention for parking expansion - 14312 (3-8-2022 20-43-1).pdf
Tesla Renton - Standard/Drainage/Pump detail.pdf D__inetpub_wwwroot_Xylect_PROD_dat_TEMP_~ds38AE0A1B-C786-4A30-9C8E-EB739EFEA751.pdf
6 2 . 0 2 / 1 1 / 2 0 2 2 ( B u i l d 1 0 7 ) P r o g r a m v e r s i o n D a t a v e r s i o n 3 / 8 / 2 0 2 2 8 : 5 5 A 3 P 3 U s e r g r o u p ( s ) X y l e m : U S A E X T C
o n c e r t o r N 1 5 0 5 8 5 0 D i m e n s i o n a l d r a w i n g W e i g h t P u m p S t a n d l b s 2 8 5 1 2 2 Ø 6 " O u t l e t c e n t e r l i n e Z Z * O n l y a p p l i c a
b l e f o r i n t e r m i t t e n t d u t y . C o n s u l t t h e I O M f o r m o r e i n f o . R e f . l i n e M i n w a t e r l e v e l * Z Z S c a l e D a t e R e v i s i o n D
r a w i n g n u m b e r S u c t i o n i n l e t P u m p i n l e t P u m p o u t l e t D i s c h a r g e o u t l e t N P 6 0 2 0 L T Ø 6 " Ø 6 " 1 : 1 0 2 2 0 2 1 5 8 0 3 4 0 0 0 4 1
8 5 1 6 3 3 8 1 1 1 1 6 2 " G u i d e b a r s 2 3 8 1 6 3 1 6 1 7 1 1 1 6 7 7 8 1 1 1 1 6 3 1 5 1 6 4 1 4 4 4 1 1 6 3 0 5 8 7 5 8 1 0 1 1 6 8 1 5 1 6 4 5 8 2 8 " 5 1 2 1 1 1 6 7 8 1
2 1 5 1 6 V I E W 3 / 3 0 / 2 0 2 2 L a s t u p d a t e C r e a t e d o n 3 / 3 0 / 2 0 2 2 M c K e n n a W i l l e y C r e a t e d b y P r o j e c t B l o c k
Tesla Renton - Standard/ESC/Catch Basin Insert.pdf
NOTES: SECTION VIEW ISOMETRIC VIEW DRAINAGE GRATE TRIM GRATE FRAME FILTERED WATER SEDIMENT AND DEBRIS OVERFLOW BYPASS BELOW INLET GRATE DEVICE DRAINAGE GRATE RECTANGULAR GRATE SHOWN)
RETRIEVAL SYSTEM ( TYP.) OVERFLOW BYPASS ( TYP.) BELOW INLET GRATE DEVICE 1. PROTECTION 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 CATCH BASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. 2. INLET PROTECTION SHALL BE USED TO PROTECT THE DRAINAGE SYSTEM. 3. THE
CONTRIBUTING DRAINAGE AREA MUST NOT BE LARGER THAN ONE ACRE. 4. SIZE THE BELOW INLET GRATE DEVICE ( BIGD) FOR THE STORMWATER STRUCTURE IT WILL SERVICE. 5. THE BIGD SHALL HAVE A BUILT-
IN HIGH- FLOW RELIEF SYSTEM ( OVERFLOW BYPASS). 6. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL. 7. PERFORM MAINTENANCE IN ACCORDANCE
WITH STANDARD SPECIFICATION 8-01. 3(15). 8. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE- THIRD OF THE AVAILABLE STORAGE. THE FILTER MEDIA
FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. 5" MAX. CATCH BASIN INSERT STD. PLAN - 216. 30 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
Tesla Renton - Standard/ESC/Check Dams.pdf
A B 1. CONDITIONS OF USE 1.1. WHERE THERE IS CONCENTRATED RUNOFF FROM DISTURBED AREAS TO AND FROM SEDIMENT PONDS OR TRAPS. 1.2. TO CONVEY RUNOFF INTERCEPTED FROM UNDISTURBED AREAS AROUND
THE SITE TO A NON- EROSIVE DISCHARGE POINT. 2. MAINTENANCE STANDARDS 2.1. ANY SEDIMENT DEPOSITION OF MORE THAN 6 INCHES SHALL BE REMOVED SO THAT THE CHANNEL IS RESTORED TO ITS ORIGINAL
DESIGN CAPACITY. 2.2. THE CHECK DAMS SHALL BE EXAMINED FOR SIGNS OF SCOURING AND EROSION OF THE BED AND BANKS. IF SCOURING AND EROSION HAS OCCURRED, AFFECTED AREAS SHALL BE PROTECTED
BY RIPRAP OR AN EROSION CONTROL BLANKET OR NET. NOTES: ROCK MUST COMPLETELY COVER THE BOTTOM AND SIDES OF THE DITCH 6" MIN. 24" MIN. L = THE DISTANCE SUCH THAT POINTS A AND B ARE OF
EQUAL ELEVATION L 2"- 4" ROCK 2 1 2 1 SECTION A SECTION B CHECK DAM ( TYP.)PLANAB 18" MIN. FLOW DITCH BOTTOM OF DITCH 18" MIN. DITCH CHECK DAMS STD. PLAN - 217. 40 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
Tesla Renton - Standard/ESC/Filter Sock.pdf
WOODEN STAKE LIVE STAKE ROLL SPACING DEPENDS ON SOIL TYPE AND SLOPE STEEPNESS STRAW ROLLS MUST BE PLACED ALONG SLOPE CONTOURS 4' 3'-30', SEE NOTE 2.3 SEDIMENT, ORGANIC MATTER, AND NATIVE
SEEDS ARE CAPTURED BEHIND THE ROLLS ADJACENT ROLLS SHALL TIGHTLY ABUT 8"-10" DIA. 3"-5", SEE NOTE 2.2 NOTES: 1. CONDITIONS OF USE 1.1. INSTALL ON DISTURBED AREAS THAT REQUIRE IMMEDIATE
EROSION PROTECTION. 1.2. USE ON SLOPES REQUIRING STABILIZATION UNTIL PERMANENT VEGETATION CAN BE ESTABLISHED. 1.3. CAN BE USED ALONG THE PERIMETER OF A PROJECT, AS A CHECK DAM IN UNLINED
DITCHES AND AROUND TEMPORARY STOCKPILES. 1.4. WATTLES CAN BE STAKED TO THE GROUND USING WILLOW CUTTINGS FOR ADDED REVEGETATION. 1.5. RILLING CAN OCCUR BENEATH AND BETWEEN WATTLES IF
NOT PROPERLY ENTRENCHED, ALLOWING WATER TO PASS BELOW AND BETWEEN WATTLES. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. IT IS CRITICAL THAT WATTLES ARE INSTALLED PERPENDICULAR TO
THE FLOW DIRECTION AND PARALLEL TO THE SLOPE CONTOUR. 2.2. NARROW TRENCHES SHOULD BE DUG ACROSS THE SLOPE, ON CONTOUR, TO A DEPTH OF 3 TO 5 INCHES ON CLAY SOILS AND SOILS WITH GRADUAL
SLOPES. ON LOOSE SOILS, STEEP SLOPES, AND DURING HIGH RAINFALL EVENTS, THE TRENCHES SHOULD BE DUG TO A DEPTH OF 5 TO 7 INCHES, OR 1/2 TO 2/3 OF THE THICKNESS OF THE WATTLE. 2.3. START
CONSTRUCTION OF TRENCHES AND INSTALLING WATTLES FROM THE BASE OF THE SLOPE AND WORK UPHILL. EXCAVATED MATERIAL SHOULD BE SPREAD EVENLY ALONG THE UPHILL SLOPE AND COMPACTED USING HAND
TAMPING OR OTHER METHOD. CONSTRUCT TRENCHES AT CONTOUR INTERVALS OF 3 TO 30 FEET APART DEPENDING ON THE STEEPNESS OF THE SLOPE, SOIL TYPE, AND RAINFALL. THE STEEPER THE SLOPE THE CLOSER
TOGETHER THE TRENCHES SHOULD BE CONSTRUCTED. VERTICAL DISTANCE BETWEEN WATTLES IS NOT TO EXCEED 10 FEET. 2.4. INSTALL THE WATTLES SNUGLY INTO THE TRENCHES AND ABUT TIGHTLY END TO END.
DO NOT OVERLAP THE ENDS. 2.5. INSTALL STAKES AT EACH END OF THE WATTLE, AND AT 4 FOOT CENTERS ALONG THE ENTIRE LENGTH OF THE WATTLE. 2.6. IF REQUIRED, INSTALL PILOT HOLES FOR THE STAKES
USING A STRAIGHT BAR TO DRIVE HOLES THROUGH THE WATTLE AND INTO THE SOIL. 2.7. AT A MINIMUM, WOODEN STAKES SHOULD BE APPROXIMATELY 3/4 X 3/4 X 24 INCHES. WILLOW CUTTINGS OR 3/8-INCH
REBAR CAN ALSO BE USED FOR STAKES. 2.8. STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE, LEAVING 2 TO 3 INCHES OF THE STAKE PROTRUDING ABOVE THE WATTLE. 3. MAINTENANCE STANDARDS
3.1. INSPECT WATTLES PRIOR TO FORECASTED RAIN, DAILY DURING EXTENDED RAIN EVENTS, AFTER RAIN EVENTS, WEEKLY DURING THE WET SEASON, AND AT TWO WEEK INTERVALS AT ALL OTHER TIMES OF THE
YEAR. 3.2. REPAIR OR REPLACE SPLIT, TORN, RAVELING, OR SLUMPING WATTLES 3.3. REMOVE SEDIMENT ACCUMULATIONS WHEN EXCEEDING 1/2 THE HEIGHT BETWEEN THE TOP OF THE WATTLE AND THE GROUND
SURFACE. STRAW WATTLES STD. PLAN - 213. 40 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
Tesla Renton - Standard/ESC/Interceptor Swale.pdf
1. CONDITIONS OF USE 1.1. REQUIRED AT: 1.1.1. THE TOP OF ALL SLOPES IN EXCESS OF 3H: 1V AND WITH MORE THAN 20 FEET OF VERTICAL RELIEF. 1.1.2. AT INTERVALS ON ANY SLOPES THAT EXCEEDS
THE DIMENSIONS SPECIFIED BELOW. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. FOR SLOPES STEEPER THAN 2H: 1V WITH MORE THAN 10 FEET OF VERTICAL RELIEF, BENCHES MAY BE CONSTRUCTED OR
CLOSER SPACED INTERCEPTOR SWALES MAY BE USED. THE DESIRED MEASURE MUST BE DESIGNED BY AN ENGINEER TO EFFECTIVELY INTERCEPT THE HIGH VELOCITY RUNOFF TO A SEDIMENT POND OR TRAP. 2.2.
CONSTRUCTION TRAFFIC OVER TEMPORARY SWALES SHALL BE MINIMIZED. 3. MAINTENANCE STANDARDS 3.1. DAMAGE RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVITY SHALL BE REPAIRED IMMEDIATELY. 3.2.
IF THE FACILITIES DO NOT REGULARLY RETAIN STORM RUNOFF, THE CAPACITY AND/ OR FREQUENCY OF THE SWALES SHALL BE INCREASED. NOTES: 2 MAX. 1 AVERAGE SLOPE SLOPE PERCENT FLOW PATH LENGTH
20H: 1V ( OR LESS) 3-5% 300 FEET 10 TO 20)H:1V 5-10% 200 FEET 4 TO 10)H:1V 10- 25% 100 FEET 2 TO 4)H:1V 25- 50% 50 FEET 2 MAX. 1 2' MIN. 12" MIN. SWALE SPACING DEPENDS ON SLOPE GRADIENT
LEVEL BOTTOM INTERCEPTOR SWALE STD. PLAN - 217. 10 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
Tesla Renton - Standard/ESC/Sediment Trap.pdf
9 1 3 1 CROSS SECTION 4' MIN. NOTES: OVERFLOW SPILLWAY 6' MIN. WIDTH 24" SETTLING DEPTH & 12" DEPTH OF 2"-4" ROCK, 12" DEPTH OF 3/4"-1 1/2" WASHED GRAVEL. 18" SEDIMENT STORAGE 12" DEPTH
2" - 4" ROCK 12" DEPTH 3/4" - 1 1/2" WASHED GRAVEL FILTER FABRIC FENCING 24" MIN. SETTLING DEPTH 1.5' MIN. SEDIMENT STORAGE 3.5' - 5' 5' MAX. 12" OVERFLOW DEPTH OUTFLOW CHANNEL IF CONSTRUCTED
BY EXCAVATION 1. MAY BE CONSTRUCTED BY EXCAVATION OR BY BUILDING A BERM SEDIMENT TRAP STD. PLAN - 211. 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
Tesla Renton - Standard/ESC/Silt Fence.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
Tesla Renton - Standard/ESC/Stabilized Construction Entrance.pdf
EXIST I N G R O A D 1. CONDITION OF USE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED
AREAS WITHIN 1,000 FEET OF THE SITE. 1.2. FOR RESIDENTIAL CONSTRUCTION PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE IN ADDITION TO THE MAIN SUBDIVISION ENTRANCE. STABILIZED
SURFACES SHALL BE OF SUFFICIENT LENGTH/ WIDTH TO PROVIDE VEHICLE ACCESS/ PARKING, BASED ON LOT SIZE/ CONFIGURATION. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. A SEPARATION GEOTEXTILE
SHALL BE PLACED UNDER THE SPALLS TO PREVENT FINE SEDIMENT FROM PUMPING UP INTO THE ROCK PAD. THE GEOTEXTILE SHALL MEET THE FOLLOWING STANDARDS: 2.2. DO NOT USE CRUSHED CONCRETE, CEMENT,
OR CALCIUM CHLORIDE FOR CONSTRUCTION ENTRANCE STABILIZATION BECAUSE THESE PRODUCTS RAISE pH LEVELS IN STORMWATER AND CONCRETE DISCHARGE TO SURFACE WATERS OF THE STATE IS PROHIBITED.
2.3. HOG FUEL ( WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN AREAS THAT WILL NOT BE USED FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE
STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG
FUEL IS BEING CARRIED ONTO PAVEMENT. 2.4. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2.5. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED
ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 3. MAINTENANCE STANDARDS 3.1. QUARRY SPALLS SHALL BE
ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP
THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF A WHEEL WASH. IF WASHING IS USED,
IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY
BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE
AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT IS NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONSTRUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED
AND DISCHARGED APPROPRIATELY. WASH WATER MUST BE PUMPED BACK ONTO THE SITE AND CANNOT DISCHARGE TO SYSTEMS TRIBUTARY TO SURFACE WATERS. 3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM
THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE( S), FENCING SHALL
BE INSTALLED TO CONTROL TRAFFIC. NOTES: CONSTRUCTION ENTRANCE NOTES: 1. DRIVEWAYS SHALL BE PAVED TO THE EDGE OF THE RIGHT- OF- WAY PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE
TO AVOID DAMAGING OF THE ROADWAY. 2. IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT,
AS PER CITY ROAD STANDARDS GEOTEXTILE 4"-8" QUARRY SPALLS 12" MIN. THICKNESS 15' MIN. PROVIDE FULL WIDTH OF INGRESS/ EGRESS AREA 100' MIN. GRAB TENSILE STRENGTH ( ASTM D4632) 200 LBS.
MIN. GRAB TENSILE ELONGATION ( ASTM D4632) 30% MAX. ( WOVEN) CBR PUNCTURE STRENGTH ( ASTM D6241) 495 LBS. MIN. AOS ( ASTM D4751) 20- 45 ( U.S. STANDARD SIEVE SIZE) R = 25' MIN. STABILIZED
CONSTRUCTION ENTRANCE STD. PLAN - 215. 10 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
Tesla Renton - Standard/Landscape - Tree Inventory Report/Arborist Report-Kimley-Horn 5.pdf Office of Housing
Rippey Arboriculture LLC Kimley- Horn Tree Inventory March 19th, 2022 Page | 5 Tree Inventory Tree ID Tree Species Diameter in inches at 4.5' from grade Height in feet Canopy
Radius in feet from tree’s trunk Condition Planned to-be removed or retained 371 Paper birch (Betula papyrifera) 9 30 35 Poor- Dead upper canopy, bronze birch borer suspected Retain
372 Red oak (Quercus rubra) 11 25 15 Fair Retain 373 Red oak (Quercus rubra) 9 25 10 Fair Retain 374 Red oak (Quercus rubra) 6 15 5 Fair Retain 375 Red oak (Quercus rubra) 9 25 15 Fair
Retain 376 Red oak (Quercus rubra) 9 20 15 Fair Retain 377 Red oak (Quercus rubra) 7 35 10 Fair Retain 378 English Hawthorne (Crataegus laevigata) 6 15 3 Good Retain 379 Red maple (Acer
rubrum) 12 30 12 Fair Retain 380 Black pine (Pinus nigra) 8 20 8 Good Retain 381 Black pine (Pinus nigra) 7 15 Dead Retain 382 Black pine (Pinus nigra) 8 20 6 Good Retain 383 Black
pine (Pinus nigra) 10 25 8 Good Retain 384 Red maple (Acer rubrum) 15 40 20 Fair Retain 385 Black pine (Pinus nigra) 9 25 8 Good Retain 386 Black pine (Pinus nigra) 8 20 8 Good Retain
387 Black pine (Pinus nigra) 10 25 8 Good Retain 388 Black pine (Pinus nigra) 6 15 5 Good Retain 389 Black pine (Pinus nigra) 9 20 8 Good Retain 390 Black pine (Pinus nigra) 14 30 10
Good Retain 391 Black pine (Pinus nigra) 24 35 25 Good Retain 392 Black pine (Pinus nigra) 8 20 8 Good Retain 393 Black cottonwood (Populus trichocarpa) 16 50 20 Good Retain 394 Western
red cedar (Thuja plicata) 10 30 10 Good Retain 395 Western red cedar (Thuja plicata) 8 30 10 Good Retain 396 Western red cedar (Thuja plicata) 10 30 10 Good Retain 397 Western red cedar
(Thuja plicata) 10 30 10 Good Retain 398 Western red cedar (Thuja plicata) 10 30 10 Good Retain
Tesla Renton - Standard/Landscape - Tree Inventory Report/Arborist Report-Kimley-Horn 6.pdf Office of Housing
Rippey Arboriculture LLC Kimley- Horn Tree Inventory March 19th, 2022 Page | 6 399 Western red cedar (Thuja plicata) 12 30 10 Good Retain 400 Western red cedar (Thuja plicata)
10 30 10 Good Retain 401 Western red cedar (Thuja plicata) 8 30 10 Good Retain 402 Western red cedar (Thuja plicata) 11 30 10 Good Retain 403 Western red cedar (Thuja plicata) 8 30
10 Good Retain 404 Western red cedar (Thuja plicata) 7 30 10 Good Retain 405 Western red cedar (Thuja plicata) 10 45 6 Good Retain 406 Western red cedar (Thuja plicata) 12 45 10 Good
Retain 407 Western red cedar (Thuja plicata) 10 45 8 Good Retain 408 Western red cedar (Thuja plicata) 8 45 6 Good Retain 409 Western red cedar (Thuja plicata) 10 45 8 Good Retain 410
Western red cedar (Thuja plicata) 8 45 6 Good Retain 411 Western red cedar (Thuja plicata) 10 50 10 Good Retain 412 Western red cedar (Thuja plicata) 10 45 8 Good Retain 413 Western
red cedar (Thuja plicata) 12 40 10 Good Retain 414 Red maple (Acer rubrum) 6 20 10 Good Retain 415 Red maple (Acer rubrum) 10 25 10 Good Retain 416 Red maple (Acer rubrum) 15 25 10
Good Retain 417 Red maple (Acer rubrum) 14 25 10 Good Retain 418 Red maple (Acer rubrum) 9 20 10 Good Retain 419 Red maple (Acer rubrum) 8 20 10 Good Retain 420 Red maple (Acer rubrum)
6 15 5 Good Retain 421 Red maple (Acer rubrum) 6 15 5 Good Retain Retained Tree Inventory Tree ID Tree Species Limits of Disturbance (in Health Condition Viability
Tesla Renton - Standard/Near Map/EPSG2285_Date20230812_Lat47.471003_Lon-122.225517_Mpp0.075.jpg
Tesla Renton - Standard/Paving Details/Curb & Gutter.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
Tesla Renton - Standard/Paving Details/Sidewalk_102.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
Tesla Renton - Standard/PDF and Images/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
Tesla Renton - Standard/PDF and Images/220.20 STANDARD TRENCH.pdf
12" MIN. 6" MIN. , SEE NOTE 4 EXISTING PAVEMENT SURFACE SURFACE RESTORATION AS SPECIFIED IN CONTRACT DOCUMENTS CRUSHED SURFACING TOP COURSE" PER WSDOT STD. SPEC 9-03. 9(3), " BANK RUN
GRAVEL FOR TRENCH BACKFILL" PER WSDOT STD. SPEC 9-03. 19, OR " GRAVEL BORROW" PER WSDOT STD. SPEC 9-03. 14( 1), COMPACTED TO 95% OF MAXIMUM DENSITY BENCH AS NEEDED FOR SHORING SYSTEM
WHEN DEPTH IS 4' OR GREATER PIPE ZONE BEDDING AND BACKFILL PER STD. PLANS 220. 00 AND 220. 10 PIPE NEAT LINE TRENCH UNPAVED AREAS PAVED AREAS SEE NOTE 1 NOTES: 1. SEE WSDOT/ APWA STANDARD
SPECIFICATIONS SECTION 2-09. 4 FOR MEASUREMENT OF TRENCH WIDTH. 2. EXCAVATIONS OVER 4' DEEP SHALL COMPLY WITH THE SAFETY STANDARD DESCRIBED IN CHAPTER 295- 155 PART N OF THE WAC. 3.
MAXIMUM BACKFILL DEPTH ABOVE PIPE SHALL NOT BE EXCEEDED, AS DETERMINED BY PIPE MANUFACTURER. 4. IN PAVED AREAS, IF PIPE HAS LESS THAN 3' OF COVER, USE " CRUSHED SURFACING TOP COURSE"
FOR THE ENTIRE BACKFILL DEPTH ABOVE PIPE ZONE. 5. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. SEE STANDARD PLANS 110, 110. 1, 110. 2, AND 111 FOR PAVEMENT RESTORATION
REQUIREMENTS CRUSHED SURFACING TOP COURSE" PER WSDOT STD. SPEC 9-03. 9(3), COMPACTED TO 95% OF MAXIMUM DENSITY TYPICAL TRENCH AND BACKFILL STD. PLAN - 220. 20 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
Tesla Renton - Standard/PDF and Images/300.2.pdf
TESTING CONNECTION 8'± TEMPORARY BLOCKING EXISTING WATER MAIN POLYPIG STATION PER STD PLAN 300. 7 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 (MJxFL) 2) DI SPOOLS 2) LONG BODY
DI SLEEVES ( MJ) OR COUPLING ADAPTERS ( ROMAC 501 OR EQUAL) 2) GATE VALVES (FLxMJ) 1) ADAPTER (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) LONG BODY DI SLEEVE ( MJ) NEW DI WATER MAIN NOTES: 1. ALL CONNECTIONS TO EXISTING WATER MAINS WILL BE CONDUCTED BY CITY
FORCES AS SPECIFIED IN SECTION 5-14. 2 OF THE CITY OF RENTON WATER UTILITY CONSTRUCTION STANDARDS 2. LONG BODY DI SLEEVE FOR CONNECTION FROM DI TO DI PIPE AND FROM DI TO CI PIPE WITH
SAME OUTSIDE DIAMETER 3. COUPLING ADAPTORS FOR CONNECTION FROM DI TO CI PIPE WITH DIFFERENT O.D. AND FROM DI TO AC OR TO STEEL PIPE PUBLIC WORKS DEPARTMENT APPROVED: DATEMartin Pastucha
Public Works Administrator CONNECTION TO WATER MAIN CUT-IN TEE AND TWO VALVES STD. PLAN - 300. 2 6/28/2023
Tesla Renton - Standard/PDF and Images/320.2 2 INCH METER SERVICE.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 330.7 2" GATE VALVE (FIPT) WITH SQUARE OPERATING NUT AND EXTENSION PER STD PLAN 330.7 VALVE BOX VALVE BOX AND LID PER STD PLAN 330. 7 VALVE
BOX AND LID PER STD PLAN 330. 7 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 112" 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 112" 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 LINEPROPERTY LINEFINISHED 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 F L M MAIN MATERIALS 1 1/ 2" SERVICE 2" SERVICE 9" TO 12" F E M PUBLIC WORKS DEPARTMENT APPROVED: DATEMartin PastuchaPublic Works Administrator
1 1 2" AND 2" WATER SERVICE IN PLANTING STRIP STD. PLAN -
Tesla Renton - Standard/PDF and Images/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 6/28/2023
Tesla Renton - Standard/PDF and Images/350.3 DCDA.pdf
PLAN ELEVATION L J DC B K A J L 6" MIN 6" MIN 12" MIN 24" MIN A E F F I H I H G G 12" MIN 12" MIN M PUBLIC WORKS DEPARTMENT APPROVED: DATEMartin Pastucha Public Works Administrator 3"
TO 10" DCDA VAULT INSTALLATION FIRE SPRINKLER SYSTEMS STD. PLAN - 350. 3 Sht. 1 of 2 6/28/2023 MATERIALS NOTES: 1. THE DCDA 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 DCDA 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- 7207, EMAIL BACKFLOW@RENTONWA. GOV. 3. VAULTS SHALL NOT BE INSTALLED IN AREAS WITH VEHICLE TRAFFIC. 4. VAULT AND HATCH MODELS ARE PROVIDED AS REFERENCE.
SHOP DRAWINGS SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. 5. TEE AND GATE VALVE REQUIRED ON MAIN. 6. WHEN DCDA IS USED IN THE SAME LINE AS THE DOMESTIC BUILDING METER, THE METERED
BYPASS SHALL BE OMITTED. 7. MINIMUM 2' OF LEVEL, UNOBSTRUCTED AREA AROUND HATCHES. 8. FDC TO BE LOCATED DOWNSTREAM OF DCDA. FDC LINE AND CHECK VALVE MAY BE ROUTED INSIDE THE DCDA VAULT
PROVIDED THE VAULT IS ADEQUATELY SIZED AND ALL PROVISIONS OF STD PLAN 370. 2 ARE MET. 9. LONGER VALVE ASSEMBLIES MAY REQUIRE A LARGER VAULT TO MEET REQUIRED CLEARANCES. SUBMIT FOR APPROVAL.
10. EACH VALVE SHALL BE MARKED WITH MODEL NUMBER WITH 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 OF EPOXY OR EQUIVALENT POLYMERIZED COATING. A VAULT MODEL NUMBERS DCVA SIZE VAULT BASE PIECE CENTER PIECE TOP PIECE
ACCESS HATCH 3" 675-WA NO. 675-BL NO. 675-MLW NO. 675-TL-2-332P HHD-1C 4" 675-WA NO. 675-BL NO. 675-MLW NO. 675-TL-2-332P HHD-1C 6" 675- WA NO. 675- BL NO. 675- MLW NO. 675- TL- 2-332P
HHD- 1C 8" 687- LA NO. 687- BL NO. 687- ML NO. 687- TL- 2-332P HHD-2D 10" 5106- LA NO. 5106- BL NO. 5106- ML NO. 5106- TL3- 332 HHD-2D DOUBLE CHECK DETECTOR ASSEMBLY LINE-SIZED WASHINGTON
STATE-APPROVED DCDA WITH TWO (2) RESILIENT-SEATED SHUT-OFF VALVES AND FOUR ( 4) RESILIENT- SEATED TEST COCKS, DCDA SHALL BE INSTALLED EQUIDISTANT FROM THE ENDS OF THE CONCRETE VAULT,
TWO ( 2) VALVE SUPERVISORY SWITCHES ( ONE PER VALVE) PER RRFA REQUIREMENTS BYPASS 34" DETECTOR BYPASS, ALL MATERIALS TO BE BRASS OR COPPER BYPASS METER 3 4" AMI WATER METER WITH RADIO
AND BATTERY UNIT, TO BE PROVIDED BY THE CITY DOUBLE CHECK VALVE ASSEMBLY 3 4" WASHINGTON STATE- APPROVED DCVA WITH TWO ( 2) RESILIENT- SEATED SHUT- OFF VALVES AND FOUR 4) RESILIENT-
SEATED TEST COCKS 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 53 DI PIPE ( PExFL) WITH RESTRAINED JOINTS WALL FLANGE MIDSPAN PIPE RESTRAINT WITH CONCRETE BLOCKING PER STD PLAN 370.4, SEAL PIPE PENETRATIONS WITH WATER-TIGHT
GROUT CONCRETE VAULT OLDCASTLE PRECAST VAULT, MODEL NUMBERS PER TABLE BELOW, OR EQUAL DRAIN MINIMUM 6" 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 370.5 GRAVEL FOUNDATION GRAVEL PER WSDOT STANDARD SPECIFICATIONS,
12" MINIMUM ALL DIRECTIONS B C D E F G H I J K L M PUBLIC WORKS DEPARTMENT APPROVED: DATEMartin Pastucha Public Works Administrator STD. PLAN - 350. 3 Sht. 2 of 23" TO 10" DCDA VAULT
INSTALLATION FIRE SPRINKLER SYSTEMS 6/28/2023
Tesla Renton - Standard/PDF and Images/360.4 BACKFLOW PREVENTER.pdf
M PLAN ELEVATION DCB A F G 24" MIN 12" MIN 6" MIN A L SERVICE FROM METER SERVICE TO BUILDING G TO OWNER' S ELECTRICAL PANEL 4" MIN 2" FINISHED GRADE M H H N I J I12" MIN F EKPROPERTY
LINEH J PUBLIC WORKS DEPARTMENT APPROVED: DATEMartin Pastucha Public Works Administrator 3" TO 10" RPDA HEATED ENCLOSURE INSTALLATION FIRE SPRINKLER SYSTEMS STD. PLAN - 360. 4 Sht.
1 of 2 6/28/2023 REDUCED PRESSURE DETECTOR ASSEMBLY LINE- SIZED WASHINGTON STATE- APPROVED RPDA WITH TWO ( 2) RESILIENT- SEATED SHUT- OFF VALVES AND FOUR ( 4) RESILIENT- SEATED TEST
COCKS. RPBA SHALL BE INSTALLED EQUIDISTANT FROM ENDS OF CONCRETE VAULT; TWO (2) VALVE SUPERVISORY SWITCHES ( ONE PER VALVE) PER RRFA REQUIREMENTS BYPASS 3/ 4" DETECTOR BYPASS, ALL MATERIALS
TO BE BRASS OR COPPER BYPASS METER 3/4" AMI WATER METER WITH RADIO AND BATTERY UNIT, TO BE PROVIDED BY THE CITY DOUBLE CHECK VALVE ASSEMBLY 3/4" WASHINGTON STATE-APPROVED DCVA WITH
TWO (2) RESILIENT- SEATED SHUT-OFF VALVES AND FOUR 4) RESILIENT- SEATED TEST COCKS 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 53 DI PIPE WITH RESTRAINED JOINTS BEND 90° BEND (FLxFL OR FLxMJ WITH RESTRAINED JOINTS)
PIPE PENETRATION SEAL PIPE PENETRATION WITH WATER- TIGHT GROUT ENCLOSURE INSULATED ENCLOSURE SIZED TO FIT RPDA, ASSE 1060 CERTIFIED, SAFE- T- COVER OR EQUAL NOTE: BURIED VAULT IS NOT
PERMITTED FOR RPDA) 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 RPDA AND ENCLOSURE PER MANUFACTURER, REINFORCED WITH 6x6 W2. 9xW2. 9 WELDED WIRE FABRIC BLOCKING CONCRETE BLOCKING
PER STD PLAN 330.1 A B C D E F G H I MATERIALS J K L NOTES: 1. THE RPDA AND DCVA 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 RPDA AND DCVA 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- 7207, EMAIL BACKFLOW@RENTONWA. GOV. 3. 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. 4. RPDA AND ENCLOSURE SHALL
BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE WATER METER. 5. PROVIDE MINIMUM 24" OF LEVEL, UNOBSTRUCTED AREA AROUND HATCH. M N PUBLIC WORKS DEPARTMENT APPROVED: DATEMartin
Pastucha Public Works Administrator 3" TO 10" RPDA HEATED ENCLOSURE INSTALLATION FIRE SPRINKLER SYSTEMS STD. PLAN - 360. 4 Sht. 2 of 2 6/28/2023
Tesla Renton - Standard/PDF and Images/360.5.pdf
INSIDE BUILDING INSTALL FOR 3" AND LARGER DETECTOR DOUBLE CHECK VALVE ASSEMBLY 360.5
Tesla Renton - Standard/PDF and Images/370.2 DCDA INSTALLATION.pdf
50' MAX NOTES: 1. FIRE SPRINKLER SYSTEM SHALL BE LOCATED ON DEDICATED FIRE SERVICE SEPARATE FROM DOMESTIC SERVICE TO THE BUILDING. 2. PIV MUST BE LOCATED ON THE FIRE SERVICE BETWEEN
THE ROW AND THE FDC. 3. FIRE MARSHAL SHALL APPROVE FDC AND/ OR PIV LOCATION IF LESS THAN 50' FROM BUILDING. 4. THE DCDA OR RPDA 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 425-430-7207, EMAIL BACKFLOW@RENTONWA. GOV. 5. THE FDC AND PIV MAY BE LOCATED WITHIN THE VAULT WITH THE BACKFLOW ASSEMBLY PER STD PLAN 370. 3. CONNECTION
TO WATER MAIN 1) TEE ( FLxFL) 3) GATE VALVES ( FLxMJ) WITH CONCRETE BLOCKING APPROVED DCDA OR RPDA PER STD PLAN 350.3 OR 360.4 PIV SEE NOTE 2 FLOOR FLANGE CONCRETE BLOCKING MECHANICAL
ROOM ROW PRIVATE PROPERTY FIRE HYDRANT ASSEMBLY W W 50' MAX FDC ASSEMBLY TO BE LOCATED DOWNSTREAM OF BACKFLOW ASSEMBLY 50' MIN SEE NOTE 3 BUILDING PUBLIC WORKS DEPARTMENT APPROVED:
DATEMartin Pastucha Public Works Administrator COMMERCIAL FIRE SPRINKLER SYSTEM 3" TO 10" DCDA OR RPDA OUTSIDE INSTALLATION STD. PLAN - 370. 2 6/28/2023
Tesla Renton - Standard/PDF and Images/f40.15-04_e Perpendicular Curb Ramp.pdf Perpendicular Curb Ramp
(MKMXEPP]WMKRIHF]67GSXX>IPPIV (EXI
(EXI
Tesla Renton - Standard/PDF and Images/STD 201.00 CATCH BASIN TYPE 2.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
Tesla Renton - Standard/PDF and Images/STD 203.00 OPEN CURB FACE FRAME AND GRATE INSTALLATION.pdf
ISOMETRIC VIEW SECTION A SEE NOTE 1 DETAIL SECTION A TOP VIEW FRAME DETAIL 1. THE INLET REQUIRES THE PRECAST CATCH BASIN TO BE ROTATED 90 DEGREES SO THAT THE NARROW SIDE IS PARALLEL
TO THE CURB. WHEN CALCULATING OFFSETS FROM THE CURB TO CENTERLINE OF THE PRECAST CATCH BASIN, PLEASE NOTE THAT THE CENTERLINE OF THE GRATE IS NOT THE CENTERLINE OF THE PRECAST CATCH
BASIN. 2. THE DIMENSIONS OF THE FRAME AND HOOD MAY VARY SLIGHTLY AMONG DIFFERENT MANUFACTURERS. HOOD UNITS SHALL MOUNT OUTSIDE OF THE FRAME. THE HOOD MAY INCLUDE CASTING LUGS. THE
TOP OF THE HOOD MAY BE CAST WITH A PATTERN. SAFETY BARS ARE NOT ALLOWED ON THE HOOD. 3. ATTACH THE HOOD TO THE FRAME WITH TWO 3/4" × 2" HEX HEAD BOLTS, NUTS, AND OVERSIZE WASHERS.
THE WASHERS SHALL HAVE DIAMETERS ADEQUATE TO ASSURE FULL BEARING ACROSS THE SLOTS. 4. FOR BOLT- DOWN GRATES, PROVIDE TWO HOLES IN THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE
SLOTS. TAP EACH HOLE TO ACCEPT A 5/8" × - 11 NC × 2" ALLEN HEAD CAP SCREW. LOCATION OF BOLT- DOWN HOLES VARIES AMONG DIFFERENT MANUFACTURERS. SEE BOLT- DOWN DETAIL. 5.ONLY DUCTILE IRON
VANED GRATES SHALL BE USED. SEE STANDARD PLANS 204. 20 AND 204. 30. 6.THIS PLAN IS INTENDED TO SHOW THE INSTALLATION DETAILS OF A MANUFACTURED PRODUCT. IT IS NOT THE INTENT OF THIS
PLAN TO SHOW THE SPECIFIC DETAILS NECESSARY TO FABRICATE THE CASTINGS SHOWN ON THIS DRAWING. NOTES: 1/2" MIN. 5 1/ 2" R1" 1" MIN. OPENING HEIGHT 4" MIN. FRAME TOP OF GRATE SEE NOTE
3 HOOD LEVEL 1 6 1" MIN. TYP.) 29" MIN. 20 1/ 4" 1 1/2" MIN. TYP.) 24 1/ 4" 29"MIN. SEE NOTE 4 TYP.)SEE NOTE 2 TYP.)CATCH BASIN CL GRATE CL 3" 7" 34" ( WIDE SIDE) CATCH BASIN TYPE 1
40" ( WIDE SIDE) CATCH BASIN TYPE 1L CURB OR CURB AND GUTTER MATCH TOP OF HOOD TO TOP OF CURB ( TYP.)HOOD DO NOT INSTALL SAFETY BAR / DEBRIS GUARD 20" x 24" VANED GRATE FRAME SEE DETAIL
BELOWA HOLE OR SLOT FOR ATTACHING HOOD OPEN CURB FACE FRAME AND GRATE INSTALLATION STD. PLAN - 203. 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 PDT