HomeMy WebLinkAbout21012 Mead N 32nd OFFSITE
21012 Mead N 32nd OFFSITE.txt Transmittal Report:
Created by AutoCAD eTransmit Monday, August 7, 2023, 4:22 PM.
Drawing Sheet Set:
This is a transmittal based on drawing sheets from the sheet set:
21012 Mead N 32nd OFFSITE.
Sheets:
R0.00 COVER SHEET
R0.01 TOPOGRAPHIC BOUNDARY SURVEY
R1.00 32ND ST PLAN AND PROFILE
R1.01 ALLEY PLAN AND PROFILE
R1.02 31ST ST PLAN AND PROFILE
R2.00 STANDARD NOTES
R2.01 STANDARD NOTE AND DETAILS
R2.02 STANDARD DETAILS
R2.03 STANDARD DETAILS
R2.04 STANDARD DETAILS
Files:
Root Drawings: P21012R0000.dwg
P21012R0001.dwg
P21012R0100.dwg
P21012R0200.dwg
Sheet Set Data File:
21012 mead renton 32nd offsite.dst
PNG File References:
2102 Mead N 32nd_Vicinity Map.png
REF\PDF Images\COR_STD_PLAN_129-sign detail3c65ca09.png
REF\PDF Images\OFFISTE Renton Surface Water100d62e3.png
REF\PDF Images\OFFISTE Renton Surface Water176e3ad9.png
REF\PDF Images\OFFISTE Renton Surface Water491aeb02.png
REF\PDF Images\OFFISTE Renton Surface Water67357b89.png
REF\PDF Images\OFFISTE Renton Surface Water91eeb587.png
REF\PDF Images\OFFISTE Renton Surface Water9f49cc1e.png
REF\PDF Images\OFFISTE Renton Surface Waterc719c89c.png
REF\PDF Images\OFFISTE Renton Surface Waterd6b5c429.png
REF\PDF Images\OFFISTE Renton Surface Watered4feef8.png
REF\PDF Images\OFFSITE Renton Site2f57168f.png
REF\PDF Images\OFFSITE Renton Site79a476cb.png
REF\PDF Images\OFFSITE Renton Siteacd71447.png
REF\PDF Images\OFFSITE Renton Siteae8fb665.png
REF\PDF Images\OFFSITE Renton Sitefe0a37a1.png
REF\PDF Images\OFFSITE Renton Surface Water-202e14c4e.png
REF\PDF Images\OFFSITE Renton Surface Water-2aca85737.png
REF\PDF Images\OFFSITE Renton Surface Water-2eb18c84a.png
REF\PDF Images\OFFSITE Renton Surface Water-2fe1b66e0.png
REF\PDF Images\OFFSITE Renton Wastewater01b94a4e.png
REF\PDF Images\OFFSITE Renton Wastewater3c97faec.png
REF\PDF Images\OFFSITE Renton Wastewater9cf9ce00.png
REF\PDF Images\OFFSITE Renton Water13c9a0ee.png
REF\PDF Images\OFFSITE Renton Water7a5ab52b.png
AutoCAD Plotter Configuration File References:
PlotCfgs\DWG To PDF.pc3
DWG File References:
D21012C-SURF-FG.dwg
D21012C-SURF-EG.dwg
D21012C-PROF.dwg
D21012C-PIPES.dwg
JPG File References:
Textures\Concrete.Cast-In-Place.Flat.Grey.1.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
PDF Document References:
REF\COR.STD 104.2.pdf
REF\COR.STD 202.00.pdf
REF\COR.STD 204.00.pdf
REF\COR.STD 204.50.pdf
REF\COR.STD 215.10.pdf
REF\COR.STD 226.00.pdf
REF\COR.STD 263.40.pdf
The following files were excluded from the transmittal:
acad.fmp
Fonts\simplex.shx
Fonts\romans.shx
Fonts\arial.ttf
Fonts\ariblk.ttf
Fonts\ARIALN.TTF
Fonts\sanss___.ttf
Fonts\complex.shx
Fonts\ltypeshp.shx
Fonts\calibri.ttf
Fonts\symbol.shx
Fonts\FRABK.TTF
Fonts\TXT.shx
Fonts\timesout.shx
Fonts\aaa.shx
Fonts\AECCLAND.shx
Fonts\GOTHIC.TTF
Fonts\GOTHICB.TTF
Fonts\arialbd.ttf
Fonts\ROMANT.shx
The following files could not be located:
PlotCfgs\PublishToWeb DWF.pc3
PlotCfgs\Ethos-Old.ctb
COS.(shx,ttf)
QTO_PayItemCategories.xml
QTO_PayItemFormulas.for
210956-COMBINED SURFACE.XML
2017_QTO_PayItems.csv
Textures\Sitework.Paving - Surfacing.Asphalt.jpg
PlotCfgs\AutoCAD PDF (High Quality Print).pc3
Notes for distribution:
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.
Material texture files:
Please copy these files to the AutoCAD Texture Maps Search Path directory.
The AutoCAD variable FONTALT was set to:
C:\Users\Megan\appdata\roaming\autodesk\c3d 2023\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 'Z:\Shared\Projects\2021\21012 mead n 32nd st-31st st renton sfrs\06-CAD\TDD\P21012R0000.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
Z:\Shared\Projects\2021\21012 mead n 32nd st-31st st renton sfrs\06-CAD\TDD\D21012C-SURF-EG.dwg
Z:\Shared\Projects\2021\21012 mead n 32nd st-31st st renton sfrs\06-CAD\TDD\D21012C-SURF-FG.dwg
Quantity Takeoff
W:\CIVIL3D\PayItems\QTO_PayItemCategories.xml
W:\CIVIL3D\PayItems\QTO_PayItemFormulas.for
Data Shortcut Source File
Z:\Shared\Projects\2021\21012 mead n 32nd st-31st st renton sfrs\06-CAD\TDD\D21012C-PROF.dwg
Z:\Shared\Projects\2021\21012 mead n 32nd st-31st st renton sfrs\06-CAD\TDD\D21012C-SURF-EG.dwg
Quantity Takeoff
W:\CIVIL3D\PayItems\QTO_PayItemCategories.xml
W:\CIVIL3D\PayItems\QTO_PayItemFormulas.for
Quantity Takeoff
W:\CIVIL3D\PayItems\2017_QTO_PayItems.csv
W:\CIVIL3D\PayItems\QTO_PayItemCategories.xml
W:\CIVIL3D\PayItems\QTO_PayItemFormulas.for
Surface File
C:\Users\andye\ethoscivil.com\21012 Mead N 32nd-31st St SFRs Renton - Internal - Internal\02-IN\20210806 Survey\210956-COMBINED SURFACE.XML
Data Shortcut Source File
Z:\Shared\Projects\2021\21012 mead n 32nd st-31st st renton sfrs\06-CAD\TDD\D21012C-SURF-EG.dwg
Z:\Shared\Projects\2021\21012 mead n 32nd st-31st st renton sfrs\06-CAD\TDD\D21012C-SURF-FG.dwg
Quantity Takeoff
W:\CIVIL3D\PayItems\2017_QTO_PayItems.csv
W:\CIVIL3D\PayItems\QTO_PayItemCategories.xml
W:\CIVIL3D\PayItems\QTO_PayItemFormulas.for
*** Map 2007 Data and Cache files ***
The drawing 'Z:\Shared\Projects\2021\21012 mead n 32nd st-31st st renton sfrs\06-CAD\TDD\P21012R0001.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
Z:\Shared\Projects\2021\21012 mead n 32nd st-31st st renton sfrs\06-CAD\TDD\D21012C-PIPES.dwg
Z:\Shared\Projects\2021\21012 mead n 32nd st-31st st renton sfrs\06-CAD\TDD\D21012C-PROF.dwg
Z:\Shared\Projects\2021\21012 mead n 32nd st-31st st renton sfrs\06-CAD\TDD\D21012C-SURF-EG.dwg
Z:\Shared\Projects\2021\21012 mead n 32nd st-31st st renton sfrs\06-CAD\TDD\D21012C-SURF-FG.dwg
Quantity Takeoff
W:\CIVIL3D\PayItems\QTO_PayItemCategories.xml
W:\CIVIL3D\PayItems\QTO_PayItemFormulas.for
Data Shortcut Source File
Z:\Shared\Projects\2021\21012 mead n 32nd st-31st st renton sfrs\06-CAD\TDD\D21012C-PROF.dwg
Z:\Shared\Projects\2021\21012 mead n 32nd st-31st st renton sfrs\06-CAD\TDD\D21012C-SURF-EG.dwg
Z:\Shared\Projects\2021\21012 mead n 32nd st-31st st renton sfrs\06-CAD\TDD\D21012C-SURF-FG.dwg
Quantity Takeoff
W:\CIVIL3D\PayItems\QTO_PayItemCategories.xml
W:\CIVIL3D\PayItems\QTO_PayItemFormulas.for
Quantity Takeoff
W:\CIVIL3D\PayItems\QTO_PayItemCategories.xml
W:\CIVIL3D\PayItems\QTO_PayItemFormulas.for
*** Map 2007 Data and Cache files ***
The drawing 'Z:\Shared\Projects\2021\21012 mead n 32nd st-31st st renton sfrs\06-CAD\TDD\P21012R0100.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 'Z:\Shared\Projects\2021\21012 mead n 32nd st-31st st renton sfrs\06-CAD\TDD\P21012R0200.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.
21012 mead renton 32nd offsite.dst
2102 Mead N 32nd_Vicinity Map.png
D21012C-PIPES.dwg
D21012C-PROF.dwg
D21012C-SURF-EG.dwg
D21012C-SURF-FG.dwg
P21012R0000.dwg
P21012R0001.dwg
P21012R0100.dwg
P21012R0200.dwg
PlotCfgs/DWG To PDF.pc3
REF/COR.STD 104.2.pdf
CEMENT SEE NOTE 31 CEMENT- DEPRESSED MONOLITHIC CONCRETE - CURB 8 CUTTER SIX -WALK j j ( SEE DETAIL MS SHEET) TYPE C213 - ISOMETRIC VIEW COMMERCIAL, WITH BUFFER) NOTES 1. When a driveway
width exceeds 15 feet, consbud a full depth expanslon joint with 3f8' Joint filler along the driveway lane lines see std. plan 102). Construct expansion joints parallel with the centerline
as required at 15 maximum sparing when driveway Widths exceed 30'. 2. See std. plan 102 for sidewalk details. 3. Curb and gutter shown, other curb designs may be specified. See std.
plan 101 for curb details. 4. Not used. 5. The engineer will design all driveways to Include elevations at all points marked with symbol " X'. All elevations are at the back of Curb
top on uphill side. 6. Not used. 7. For Driveway Widths see DRIVEWAY STANDARDS See NOTE 10). The expansion joints ( see end. plan 102) shall be spaced as shown In the corresponding
leamViic New. 8. Slopes shall comply with sections 8303.21 or R303.2.2 or R303- 2. 3 of the Revised Draft Guidelines for Accessible Public Rigbtsaf=Way of Nove uba 23, 2005 ( PROWAO).
9. Curb returns for any Type C -MAX Driveway maybe approved on a case-by-case basis, 10. STREET STANDARDS= Renton Municipal Code ( RMC) Tide IV Development Regulators CHAPTER 6 STREET
AND UTILITY STANDARDS Section 4. 6-060 STREET STANDARDS DRIVEWAY STANDARDS = Renton Municipal Cade ( RMC) Tice IV Development Regulations CHAPTER 4 CITY-WIDE PROPERTY DEVELOPMENT STANDARDS
Section 4 -4 -ON PARKING, LOADING AND DRIVEWAY REGULATIONS aEE. C. coNTwtcnCN X} aro N. w tae b SEE DEFREMECC Dr1M on r z ew- Wit TOPOF 1110 MY NOTE, ORNE NYtalC.naEULmMB1IX1 ADM CURBDEPRESSED
MDNOLTTNID pJRB 6 DUTfEfiOETAL FACE OF ADJACENT WF® DEPRESSED CURB DETAIL AT RESIDEMW. ORCORBBK. YAL DRIVEWAYS, AND ALIEN' S DdvelNay Example: TYPE C11B R= Rlisd, d, C. CwwnwdAl 1 Nurt
of LAIW. _---- MA)( x lwne Comm q a= b,( Pia tNSw; l 3an1F41e Buffer - PUBLIC WORE' CEMENT CONCRETE DRIVEWAY STD. PLAN - 104. 2 DEPARTMENT ENTRANCES - NOTES AND DETAILS A11f'— //
REF/COR.STD 202.00.pdf
FRAME AND VANED GRATE ADJUSTMENT SECTION NOTES: 1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER, DITCH,
OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER TO MORTAR IN PLACE IN ACCORDANCE WITH WSDOT/ APWA STANDARD SPECIFICATION
7-05. 3. 2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHIBITED. 3. A CONTINUOUS LAYER OF MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR
TO PLACEMENT. 4. ONLY BY APPROVAL OF THE CITY, THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR 12 BOND. 5. BASE SECTION SHALL BE SEALED TO
THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH MORTAR. 6. MORTAR SHALL MEET THE REQUIREMENTS OF WSDOT/ APWA STANDARD SPECIFICATION 9-04. 3. 7. PICK / LIFTING HOLES ARE TO BE GROUTED
WATER TIGHT. USE GROUT TYPE 2 FOR NON- SHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD SPECIFICATION 9-20. 3(2). 8. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER' S DIRECTIONS.
9. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 10. ALL MORTAR JOINTS SHALL BE TRIMMED
FLUSH AND REMAIN VISIBLE UPON COMPLETION. BASE SECTION SEE NOTE 4 CLEAN SURFACE AND BOTTOM AREA. PROVIDE UNIFORM CONTACT. THE SURFACE AREA OF THE BASE SECTION MUST BE MORTARED TO THE
BOTTOM AREA OF THE ADJUSTMENT SECTION CATCH BASIN INSTALLATION STD. PLAN - 202. 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
REF/COR.STD 204.00.pdf
NOTES: 1. THIS FRAME IS DESIGNED TO ACCOMMODATE 20" × 24" GRATES OR COVERS, SEE STANDARD PLANS 204. 10, 204. 20, 204. 30, AND 204. 40.2. BOLT- DOWN CAPABILITY IS REQUIRED ON ALL FRAMES,
GRATES, AND COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS. THE FRAME SHALL ACCEPT THE 5/8"11 NC x 2" ALLEN
HEAD CAP SCREW BY BEING TAPPED, OR OTHER APPROVED MECHANISM. LOCATION OF BOLTDOWN HOLES VARIES BY MANUFACTURER. 3. REFER TO STANDARD SPECIFICATION 905. 15( 2) FOR ADDITIONAL REQUIREMENTS.
GRATE FRAME SEE NOTE 2 RECESSED ALLEN HEAD CAP SCREW 5/ 8" - 11 NC x 2"SECTION A DETAIL TOP ISOMETRIC VIEW BOLTDOWN HOLE (TYP.) ~ 5/ 8", 11 NC, SEE DETAIL AND NOTE 2 29 1/4"25 1/4"SECTION
BOLT-DOWN DETAIL 24 1/4"SEE DETAIL 3/ 4"4 1/2"1 5/8"2 1/2"1 5/8"1 1/4"3/ 4"7/ 8"1/ 8"ARECTANGULAR FRAME STD. PLAN - 204. 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
REF/COR.STD 204.50.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 REAMR E N T O N NOTES: 1. ALL COVERS SHALL BE LOCKING LID PER EJ No. 3717C1 OR APPROVED EQUAL. 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 STORM ROUND FRAME AND COVER PUBLIC) STD. PLAN - 204. 50 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
REF/COR.STD 215.10.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
REF/COR.STD 226.00.pdf
TYPICAL CLEANOUT CONFIGURATION GENERAL NOTES: 1. CLEANOUTS FOR UNDERDRAIN, FOOTING DRAIN COLLECTOR, AND ROOF DRAIN COLLECTOR PIPES SHALL BE INSTALLED AT A MINIMUM OF EVERY 100 FEET,
AT EVERY 90 DEGREE OR SECOND 45 DEGREE BEND, AT THE END OF EVERY COLLECTOR PIPE, AND AT EACH END OF AN UNDERDRAIN PIPE NOT CONNECTED TO AN OVERFLOW STRUCTURE. CLEANOUTS SHALL BE INSTALLED
TO ALLOW FOR MAINTENANCE ACCESS TO ALL PIPES. 2. ALL FITTINGS SHALL BE SOIL TIGHT. 3. CLEANOUT RISER SHALL BE LOCATED OUTSIDE OF BIORETENTION PONDING WHERE POSSIBLE. 4. CLEANOUTS SHALL
NOT BE LOCATED WITHIN THE STREET TRAVEL LANE, UNLESS OTHERWISE APPROVED BY THE CITY. DESIGN PONDING ELEVATION SOIL TIGHT 45° BEND EXTEND CLEANOUT RISER 2" ABOVE DESIGN PONDING ELEVATION
OR PER PLAN 4" STREAMBED COBBLES PER WSDOT 9-03. 11( 2) SOIL TIGHT COUPLER UNDERDRAIN, FOOTING DRAIN COLLECTOR, OR ROOF DRAIN COLLECTOR PIPE, SEE NOTE 1 WYE MECHANICAL PLUG OR CONTINUED
CONNECTION FERNCO GASKETED QUIK CAP OR SIMILAR CAST IRON FRAME AND COVER, SEE NOTE 3 CLEANOUT RISER, SEE NOTE 2 PAVED AREA ( TYP.) TO OVERFLOW STRUCTURE OR STORM MAIN CLEANOUT RISER
LOCATED WITHIN BIORETENTION PONDING AREA NOTES: 1. DIAMETER TO BE 6-INCHES MINIMUM PRIVATE, 8-INCHES MINIMUM PUBLIC. UNDERDRAIN PIPE PER STD. PLAN 262. 10. 2. CLEANOUT RISER SHALL BE
SAME MATERIAL AS CONNECTED UNDERDRAIN, FOOTING DRAIN COLLECTOR, OR ROOF DRAIN COLLECTOR PIPE. 3. FRAME AND COVER SHALL BE EJ PRODUCTS 3675Z1PT AND 3675APT OR APPROVED EQUAL. COVER TO
BE LOCKING WITH ALLEN HEAD BOLT, MARKED " STORM" OR DRAIN". 4. FOR CLEANOUTS FULLY OR PARTIALLY WITHIN UNPAVED AREAS OUTSIDE OF BIORETENTION PONDING AREA, POUR 8" THICK, 2'x2' SQUARE
CONCRETE COLLAR AROUND FRAME. CONCRETE COLLAR SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI. CLEANOUT RISER, SEE NOTE 2 FRAME SECTION 10- 1/2" DIA 4" 5/8" 9" DIA 15" DIA 8-1/8"
DIA 8-13/ 16" DIA 5/8" COVER SECTION MADE IN USA 1" PLAN VIEW PROD NO. 3/4" FLAT FACE GOTHIC 2) 3/8"-16 SS SOCKET HEAD CAP SCREW ( ALLENHEAD) W/WSHRS ON A 8" DIA BOLT CIRCLE 1) OPENPICKHOLE
12" 12"4" COMPACTED SAND OR GRAVEL BACKFILL FOR DRAINS PER WSDOT 9-03. 12( 4) 8" CLASS " B"ASPHALT, SEE NOTE 4 STORM SYSTEM CLEANOUT STD. PLAN - 226.00 PUBLIC WORKS DEPARTMENT APPROVED:
DATEMartin Pastucha Public Works Administrator UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)DocuSign Envelope ID: 3B1B34D3- 7E0A-476CADB3- 4329FFE0C108 8/ 13/
REF/COR.STD 263.40.pdf
PLAN VIEW OF PARCEL TO STORM DRAIN SYSTEMRIGHTOF-WAYGENERAL NOTES: 1.INFILTRATION TRENCHES LIMITED TO ROOF RUNOFF FROM SINGLE- FAMILY OR DUPLEX HOMES OR TO CONTROL BASEMENT FLOODING.
CONSULT WA DEPARTMENT OF ECOLOGY REGULATIONS FOR UNDERGROUND INJECTION CONTROL PROGRAM ( UIC) FOR OTHER TYPES OF RUNOFF MANAGEMENT. 2. IMPERVIOUS AREAS LARGER THAN 10,000 SF AND NON-
NATIVE PERVIOUS AREAS LARGER THAN 35,000 SF MAY REQUIRE LARGER PIPE AND SHOULD BE DESIGNED BY A CIVIL ENGINEER. 3.THE PERFORATED PIPE MAY NOT BE PLACED IN A CRITICAL AREA BUFFER OR
ON SLOPES STEEPER THAN 25%. 4.SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. 24" MIN. 18" MIN. MIN. 1' ABOVE SEASONAL HIGH GROUNDWATER TABLE 6" MIN. 3/ 4" - 1 1/ 2" WASHED
DRAIN ROCK OR GRAVEL BACKFILL FOR DRYWELLS PER WSDOT STD. SPECIFICATION SECTION 9-03. 12( 5)NON- WOVEN GEOTEXTILE FOR SEPARATION ON TOP AND SIDES OF TRENCH PER WSDOT SPECIFICATIONS
SECTION 9-33. 2( 1) TABLE 3 COMPACTED TOPSOIL OR OTHER CLEAN FILL 6" DIA. MIN. PERFORATED PVC, SDR 35 PER ASTM D3034 10' MIN. LEVEL TRENCH WITH PERFORATED PIPE, SEE NOTE 1 DOWNSPOUT
WITH CLEANOUT FILTER, SEE DETAIL ASECTION A NOTES: 1.TRENCH LENGTH TO BE 10 FEET IN LENGTH FOR EVERY 5,000 SF OF CONTRIBUTING IMPERVIOUS SURFACE, OR 35,000 SF OF NON- NATIVE PERVIOUS
SURFACE, OR PORTION THEREOF. 5' MIN. 5' MIN. TO STORM DRAIN SYSTEM 5' MIN. 5' MIN. A DOWNSPOUT WITH CLEANOUT FILTER, SEE DETAIL 10' MIN. LEVEL TRENCH WITH PERFORATED PIPE, SEE NOTE
1 CONFIGURATION ON FLAT GROUND CONFIGURATION ON SLOPING GROUND UNDISTURBED NATIVE SOIL CLEANOUT PER STD. PLAN 226. 00 CLEANOUT PER STD. PLAN 226. 00 FILTER SCREEN 2'-5' TO GROUND SOLIDS/
LEAVES TYPICAL DOWNSPOUT FILTER DETAIL FOOTING DRAIN BYPASS CLEANOUT PER STD. PLAN 226. 00 PERFORATED STUBOUT CONNECTION PUBLIC WORKS DEPARTMENT APPROVED: DATEMartin Pastucha Public
Works Administrator UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE ( NTS) STD. PLAN - 263. 40 DocuSign Envelope ID: A9707D3B- A0EF- 441F-81402CDB48E878CA 11/ 2/ 2020 |
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