HomeMy WebLinkAboutP_Civil_Construction_Plans_170316_v1LUA ______________________LND ______________________________THESE PLANS ARE APPROVED FORCONFORMANCE WITH THE CITY OF RENTONENGINEERING DIVISION REQUIREMENTS.BY:______________________________________ DateBY:______________________________________ Date0GRAPHIC SCALE201020SCALE IN FEET1"=20'OFPITTMAN ENGINEERING
WASHINGTON
BILTI SHORT PLAT
19116 116TH AVENUE SE
COVER SHEET
RENTON
11624 SE 192ND STREET
JJPGLB12-29-1617AS NOTED..Markup LegendREDRequired RevisionsBLUERecommended RevisionsPURPLEAdvisory OnlyGREENItems to be DeletedUSE CITY OF RENTON TITLEBLOCK FOR ALL CIVIL ANDLANDSCAPING PLANSADDRESS ALLPLANNING AND FIRECOMMENTSPROVIDE APPROVEDSOOS CREEK WATER ANDSEWER PLANS TO CITYLIST CONDITIONS OFLAND USE APPROVAL ONCOVER SHEETSHARED DRIVEWAYENTRANCE SHALL BE ACEMENT CONCRETEDRIVEWAY ENTRANCE,SEE SHEET 6REVISE PERREDLINESON SHEET 6PROVIDE SURVEY CONTROLINFORMATION. SURVEY SHALL TIE TOAT LEAST TWO CITY OF RENTONBENCHMARKS. SHOW THEBENCHMARKS THAT WILL BE TIED TOON A SURVEY CONTROL MAP. LABELHORIZONTAL DATUM, BASIS OFBEARINGS, AND VERTICAL DATUMPLANTER STRIP AND SIDEWLAK IN 116THAVENUE SE RIGHT OF WAY SHALL BEMAINTAINED BY THE ADJACENTHOMEOWNER. STREET TREES AREMAINTAINED BY THE CITY OF RENTON. (TYP)STREETLIGHTING IS NOTREQUIRED FOR SHORTPLATS OF 4 LOTS ORSMALLER (TYP)SEE COMMENT,SHEET 4PER CONDITION OF APPROVAL #8, OBTAINAPPROVAL FROM THE CITY OF KENT ANDSUBMIT IT TO THE CITY OF RENTON FORDISCHARGE INTO THE CITY OF KENTCONVEYANCE STORMWATER CONVEYANCESYSTEM IN SE 192ND STREET. APPLY FORAPPROPRIATE CITY OF KENT PERMIT FORTHIS WORK (RIGHT OF WAY PERMIT, ETC.). PROVIDE PERMIT APPROVAL FOR THISWORK TO THE CITY OF RENTON.EXISTING ON-SITE SEPTIC SYSTEMS SHALL BEABANDONED IN ACCORDANCE WITH KINGCOUNTY DEPARTMENT OF HEALTHREGULATIONS AND RENTON MUNICIPAL CODETHE PLANS AND TIR THAT WERESUBMITTED DO NOT MEET THE CITYREQUIREMENTS THAT ARE DESCRIBED INTHE CIVIL CONSTRUCTION PERMITPROCESS AND SUBMITTALREQUIREMENTS AND SURVEY ANDDRAFTING STANDARDS DOCUMENTS . ADDITIONAL COMMENTS OTHER THANWHAT IS SHOWN HERE CAN BE EXPECTEDONCE A COMPLETE SET OF PLANS AND ACOMPLETE TIR IS SUBMITTED.ALL COMMENTS MUST BE ADDRESSED INTHEIR ENTIRETY PRIOR TO THE SECONDSUBMITTAL INTAKE. ONCE ALLCOMMENTS ARE ADDRESSED PLEASECONTACT ME TO SCHEDULE A SECONDINTAKE MEETING. IF ALL PLAN AND TIRCOMMENTS ARE NOT ADDRESSED INTHEIR ENTIRETY, THE PLANS WILL BERETURNED FOR FURTHER REVISIONSPRIOR TO A SECOND REVIEW CYCLE.
¶LUA ______________________LND ______________________________THESE PLANS ARE APPROVED FORCONFORMANCE WITH THE CITY OF RENTONENGINEERING DIVISION REQUIREMENTS.BY:______________________________________ DateBY:______________________________________ Date0GRAPHIC SCALE201020SCALE IN FEET1"=20'OFPITTMAN ENGINEERING
WASHINGTON
BILTI SHORT PLAT
19116 116TH AVENUE SE
TESC & TREE PLAN
RENTON
11624 SE 192ND STREET
JJPGLB12-29-1627AS NOTED..STABALIZEDCONSTRUCTIONENTRANCE PER CORSTD. PLAN 215.10SEDIMENT TRAP SHALL BESIZED IN ACCORDANCE WITHSECTION D.3.5.1 OF THE 2009KCSWDM. INCLUDE SIZINGCALCUATIONS IN REVISED TIR.SILT FENCE PERCOR STD. PLAN214.00INTERCEPTOR SWALEPER COR STD. PLAN217.10. CHECK DAMS PERCOR STD. PLAN 217.40.SHOW CB INLETPROTECTION FORTHIS CATCH BASINUSE CITY OF RENTON TITLEBLOCK FOR ALL CIVIL ANDLANDSCAPING PLANSCATCH BASIN INLETPROTECTION SHALL BEPER COR STD. PLAN216.20 OR 216.30PROVIDE LEGEND FOR TESCFEATURES AND LINETYPES17. ALL ESC MEASURESMUST BE REMOVED AFTERCONSTRUCTION ACTIVITYIS COMPLETE.AS SHOWN.TRAP.SILT FENCE AS SHOWN.
016615%#.'5614/&4#+02416'%6+10+05'46&'6#+.016615%#.'6'/214#4;%105647%6+10'064#0%'&'6#+.LUA ______________________LND ______________________________THESE PLANS ARE APPROVED FORCONFORMANCE WITH THE CITY OF RENTONENGINEERING DIVISION REQUIREMENTS.BY:______________________________________ DateBY:______________________________________ DateOFPITTMAN ENGINEERING
WASHINGTON
BILTI SHORT PLAT
19116 116TH AVENUE SE
TESC DETAILS
RENTON
11624 SE 192ND STREET
JJPGLB12-29-1637AS NOTED..USE COR STD. PLAN 214.00. ADD STANDARD PLAN TOPLANS.USE COR STD. PLAN 215.10. ADD STANDARD PLAN TOPLANS.USE COR STD. PLAN 216.20OR 216.30. ADD STANDARDPLAN TO PLANS.USE CITY OF RENTON TITLEBLOCK FOR ALL CIVIL ANDLANDSCAPING PLANSADD COR STD. PLAN 217.10- INTERCEPTOR SWALEAND 217.40 - CHECK DAMSTO PLANS IF USED
LUA ______________________LND ______________________________THESE PLANS ARE APPROVED FORCONFORMANCE WITH THE CITY OF RENTONENGINEERING DIVISION REQUIREMENTS.BY:______________________________________ DateBY:______________________________________ Date0GRAPHIC SCALE201020SCALE IN FEET1"=20'OFPITTMAN ENGINEERING
WASHINGTON
BILTI SHORT PLAT
19116 116TH AVENUE SE
GRADING & DRAINAGE PLAN
RENTON
11624 SE 192ND STREET
JJPGLB12-29-1647AS NOTED..USE CITY OF RENTON TITLEBLOCK FOR ALL CIVIL ANDLANDSCAPING PLANSVAULT SETBACKFROM EASEMENTLINES SHALL BE 5'PER SECTION 5.3.3.1OF THE 2009 KCSWDMPER CONDITION OF APPROVAL #8, OBTAINAPPROVAL FROM THE CITY OF KENT ANDSUBMIT IT TO THE CITY OF RENTON FORDISCHARGE INTO THE CITY OF KENTCONVEYANCE STORMWATER CONVEYANCESYSTEM IN SE 192ND STREET. PROVIDEDOCUMENTATION OF RIGHT OF WAY PERMITOR EQUIVALENT FOR INSALLATION OFSTORM DRAINAGE PIPES AND STRUCTURESIN THE CITY OF KENT RIGHT OF WAY.PERPENDICULAR CURB RAMP PER WSDOTSTD. PLAN F-40.15-03. PROVIDE BLOW-UPDETAIL WITH SPOT ELEVATIONS AND SLOPESTO DEMONSTRATE ADA COMPLIANCE.SHOW MAILBOX LOCATION AND CORSTD. PLAN ON PLANS. PROVIDEPOSTMASTER APPROVAL FORLOCATION.DEDICATION SHALL BE15.5' TO COMPLY WITHMINOR ARTERIALSTREET STANDARDSPER RMC 4-6-060.PROVIDE RADIUS FORCURB TRANSITION. PROVIDE STATIONING.RELOCATED SIGNSTATION BEGINNINGOF EXTRUDED CURB.DRAINAGE OVERPAVED PATH IS NOTPERMITTED. PLEASEREMOVE CURB CUTS.SHARED DRIVEWAY ENTRANCE SHALL BE ACEMENT CONCRETE DRIVEWAY PER CORSTD. PLAN 104.3. NO CURB RETURNPERMITTED. PROVIDE A BLOW-UP DETAILSHOWING SPOT ELEVATIONS ANDPROPOSED TIE-IN TO EXISTING CONDITIONSAND PROPOSED ASPHALT PATH.DRIVEWAY SHALL NOTBE CLOSER THAN 5' TOANY PROPERTY LINEPER RMC 4-4-080. ADJUST DRIVEWAYENTRANCE LOCATIONAND SHOW HOW ROADTRANSITIONS BACKTOWARDS THEPROPERTY LINE.STATION BEGINNINGOF PAINTED LINE.ADD THE FOLLOWING STANDARD PLANS TO THE PLAN SET:WSDOT STANDARD PLAN F.40.15-03 - PERPENDICULAR CURB RAMPWSDOT STANDARD PLAN F-45.15-02 - DETECTABLE WARNING SURFACECOR STD. PLAN 101 - CEMENT CONCRETE CURBSCOR STD. PLAN 101.1 - CEMENT CONCRETE CURB INSTALLATION AT CATCH BASINSCOR STD. PLAN 102 - CEMENT CONCRETE SIDEWALKCOR STD. PLAN 104.2 - CEMENT CONCRETE DRIVEWAY ENTRANCES - NOTES AND DETAILSCOR STD. PLAN 104.3 - CEMENT CONCRETE DRIVEWAY ENTRANCECOR STD. PLAN 129 - SIGN MOUNTING ON SINGLE METAL POST COR STD. PLAN 134 - GROUND MOUNTED STREET NAME SIGNS COR STD. PLAN G012 - TYPICAL SIGN INSTALLATION DETAILCOR STD. PLAN H008 - PAVEMENT MARKING DETAILSCOR STD. PLAN H032 - TYPICAL TRANSVERSE PATCH AND OVERLAY FOR FLEXIBLE PAVEMENTCOR STD. PLAN H032.1 - TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT COR STD. PLAN 200.00 - CATCH BASIN TYPE 1COR STD. PLAN 201.00 - CTACH BASIN TYPE 2COR STD. PLAN 202.00 - CATCH BASIN INSTALLATIONCOR STD. PLAN 204.00 - RECTANGULAR FRAMECOR STD. PLAN 204.20 - RECTANGULAR VANED GRATECOR STD. PLAN 204.30 - BI-DIRECTIONAL VANED GRATE COR STD. PLAN 204.50 - STORM ROUND FRAME AND COVERCOR STD. PLAN 204.60 - MISCELLANEOUS DETAILS FOR DRAINAGE STRUCTURESCOR STD. PLAN 220.00 - PIPE COMPACTION DESIGN AND BACKFILLCOR STD. PLAN 225.10 - TYPICAL ROOF DRAIN COLLECTION SYSTEM CROSS SECTIONCOR STD. MAILBOX DETAIL THAT YOU PLAN TO USESHOW STREET SIGN AT"T" OF INTERSECTIONFOR SHAREDDRIVEWAY PER CORSTD. PLAN 134IS CP CONCRETE PIPEOR CORRUGATEDPOLYETHYLENE?SPECIFY ON PLANS.STATION BEGINNIG OF CURBLINE AND PAINTED STRIPE.ADD DEBRISBARRIER PER CORSTD. PLAN 223.00PIPE SEGMENTS WITHCOVER EXCEEDING 2' SHALLBE D.I. OR CONCRETE (TYP)MINIMUM SLOPE SHALL BE 0.5%. ADDNOTE TO PLAN FOR THIS PIPESEGMENT AS YOU ARE TIEING INTOAN EXISTING CULVERTBI-DIRECTIONVANED GRATESPECIFY LENGTH,SLOPE, AND MATERIALOF THIS PIPE SEGMENT, SHEET 5THIS WORK WILL BEUNDER A CITY OF KENTPERMIT. ADD THISNOTE TO THE PLANS.EXISTING POWER POLE TOBE RELOCATED AT THEDEVELOPER'S EXPENSE. DEVELOPER TOCOORDINATE RELOCATIONWITH PSE.SHOW HOW IS STORMWATER BEINGCOLLECTED FOR THE NEW LOTS ANDROUTED TO THE DETENTION VAULT.PROVIDE A NOTE ON THE PLANEXPLAINING WHAT FLOW CONTROLBMP WILL BE INSTALLED FOR EACHLOT. IF RESTRICTED FOOTPRINT ISPROPOSED PROVIDE A TABLESHOWING LOT AREA, MAXIMUMALLOWED IMPERVIOUS AREA BYZONING, AND PROPOSEDIMPERVIOUS AREA.
¶¶³´LUA ______________________LND ______________________________THESE PLANS ARE APPROVED FORCONFORMANCE WITH THE CITY OF RENTONENGINEERING DIVISION REQUIREMENTS.BY:______________________________________ DateBY:______________________________________ Date0GRAPHIC SCALE201020SCALE IN FEET1"=20'OFPITTMAN ENGINEERING
WASHINGTON
BILTI SHORT PLAT
19116 116TH AVENUE SE
PLAN & PROFILE SE 193RD PL.
RENTON
11624 SE 192ND STREET
JJPGLB12-29-1657AS NOTED..(TRACT A) SCALE: HORIZ.: 1"= 20', VERT.: 1"=5'SE 193RD PL. PRIVATEUSE CITY OF RENTON TITLEBLOCK FOR ALL CIVIL ANDLANDSCAPING PLANSTHIS INFORMATION IS PROVIDED ONSHEET 4. DO YOU NEED IT AGAINHERE? REMOVE IF IT IS NOT NEEDED. IF YOU PLAN ON KEEPING IT PLEASEMAKE ALL THE REVISIONS LISTED ONSHEET 4 ON THIS PLAN AS WELL.PRIVATE STREETNAMING PROVIDED BYCITY OF RENTONADJUST PROFILE TOACCOUNT FORDRIVEWAY PER CORSTD. PLAN 104.3.THIS WORK WILL BEUNDER A CITY OF KENTPERMIT. ADD THISNOTE TO THE PLANS.STREETLIGHTING ISNOT REQUIRED FORSHORT PLATS OF 4LOTS OR SMALLERFLOW RESTRICTORRISER IS SHOWN INTHE VAULTIE OUT: 504.16
LUA ______________________LND ______________________________THESE PLANS ARE APPROVED FORCONFORMANCE WITH THE CITY OF RENTONENGINEERING DIVISION REQUIREMENTS.BY:______________________________________ DateBY:______________________________________ Date0GRAPHIC SCALE201020SCALE IN FEET1"=20'OFPITTMAN ENGINEERING
WASHINGTON
BILTI SHORT PLAT
19116 116TH AVENUE SE
PLAN & PROFILE 116TH AVE.
RENTON
11624 SE 192ND STREET
JJPGLB12-29-1667AS NOTED..PUBLICSCALE: HORIZ.: 1"= 20', VERT.: 1"=5'116TH AVE SE116TH AVE SESE 192ND ST.
SE 193RD PL.
PVT.USE CITY OF RENTON TITLEBLOCK FOR ALL CIVIL ANDLANDSCAPING PLANSTHIS INFORMATION IS PROVIDED ONSHEET 4. DO YOU NEED IT AGAINHERE? REMOVE IF IT IS NOT NEEDED. IF YOU PLAN ON KEEPING IT PLEASEMAKE ALL THE REVISIONS LISTED ONSHEET 4 ON THIS PLAN AS WELL.DEDICATION SHALL BE15.5' TO COMPLY WITHMINOR ARTERIALSTREET STANDARDSPER RMC 4-6-060.2.0'AND COR STD.PLAN 103PER COR STD. PLAN103, 7" HMA OVER 6"CRUSHED ROCK ISREQUIRED FORARTERIAL STREETSPER COR STD. PLAN103, 7" HMA OVER 6"CRUSHED ROCK ISREQUIRED FORARTERIAL STREETSSTREETLIGHTING ISNOT REQUIRED FORSHORT PLATS OF 4LOTS OR SMALLERADD DEBRISBARRIER PER CORSTD. PLAN 223.004:1 MAX (TYP)FOR FIRST 3'BEHINDSIDEWALKPIPE SEGMENTS WITHCOVER EXCEEDING 2' SHALLBE D.I. OR CONCRETE (TYP)MINIMUM SLOPE SHALL BE 0.5%. ADD NOTE TO PLAN FOR THIS PIPESEGMENT AS YOU ARE TIEINGINTO AN EXISTING CULVERTIS CP CONCRETE PIPEOR CORRUGATEDPOLYETHYLENE?SPECIFY ON PLANS.
5+&'8#7.681.7/'5 +/2146#06%1064#%614016'/#0*1.'&'6#+.5(.19%10641.4'564+%6145*'#4)#6'&'6#+.%10641.5647%674'016'5 5*'#4)#6'016'5 &'6'06+109#6'437#.+6;8#7.65'%6+10$Ä$&'6'06+109#6'437#.+6;8#7.65'%6+10#Ä#(.19%10641.5%4''0&'6'06+109#6'437#.+6;8#7.62.#0LUA ______________________LND ______________________________THESE PLANS ARE APPROVED FORCONFORMANCE WITH THE CITY OF RENTONENGINEERING DIVISION REQUIREMENTS.BY:______________________________________ DateBY:______________________________________ DateOFPITTMAN ENGINEERING
WASHINGTON
BILTI SHORT PLAT
19116 116TH AVENUE SE
DETENTION/WQ VAULT
PLAN & SECTIONS
RENTON
11624 SE 192ND STREET
JJPGLB12-29-1677AS NOTED..USE CITY OF RENTON TITLEBLOCK FOR ALL CIVIL ANDLANDSCAPING PLANSINCOMPLETEA SEPARATE BUILDINGPERMIT IS REQUIRED FORTHE STORMWATERDETENTION VAULT. CONTACT BUILDINGDEPARTMENT FORSUBMITTALREQUIREMENTS.IE OUT: 504.16DRAW TO SCALEDRAW TO SCALEDRAW TO SCALESHOW INLETPIPE AND LABELPIPE IE INSHOW INLETPIPE ANDPIPE IE INVAULT BOTTOMSHALL SLOPE ATLEAST 5% FROMEACH SIDETOWARDS THECENTER FORMING A"V" PER SECTION5.3.3. SHOW ONPLAN AND SECTION.WHAT INLET IS THIS?IE IN = 503.16INCOMPLETE /INCORRECTSHOW A FOOTING DRAIN FOR THE VAULT PERRECOMMENDATIONS IN THE GEOTECHNICALREPORT. SHOW ON THE PLANS WHERE THEDRAIN WILL OUTLET. PROVIDE A DETAIL FORTHE FOOTING DRAIN INSTALLATION.ALL INFORMATION ON THISDETAIL SHOULD MATCHWHAT IS SHOWN IN THE TIR.ORIFICE ELEVATIONS AREMISSING. NO SECONDORIFICE IS SHOWN. REVISE.REMOVE MESH SCREENTHIS SHOULD MATCHWHAT IS SHOWN INTHE TIR. REVISE.CONFIRM VAULT SIZING AND WETPOOLSIZING CONFORM WITH THE KCRTS MODELPROVIDED IN THE TIR. COMPLIANCE WILLBE CHECKED WITH THE RESUBMITTAL.
Broadleaf DeciduousQuantitySymbolScientific NameCommon NameCode NamePlanting Size9Amelanchier grandiflora 'Autumn Brilliance'ServiceberryAGab2"-Cal2Nyssa sylvaticaSour gumNysy2"-CalGrassQuantitySymbolScientific NameCommon NameCode NamePlanting Size11Miscanthus sinensis 'Little Kitten'Dwarf Maiden GrassMSlk1-GalGround CoverQuantitySymbolScientific NameCommon NameCode NamePlanting Size186MixArcostaphylos uva-ursiKinnikinnickAruv1-GalPerennialQuantitySymbolScientific NameCommon NameCode NamePlanting Size5Bergenia cordifoliaHeartleaf bergeniaBeco1-Gal13Sedum telephium 'Autumn Joy'Autumn Joy SedumATaj1-GalShrubQuantitySymbolScientific NameCommon NameCode NamePlanting Size24Berberis thunbergii 'Crimson Pygmy'Crimson PygmyBTcp2-Gal3Euonymus alatus 'Compactus' Dwarf Burning BushEAbb2-Gal29Nandina domestica 'Nana'Harbour Dwarf NandinaNadoN2-Gal1Potentilla fruticosaBush cinquefoilPofru2-Gal62Thuja occidentalis'Emerald Green' arborvitaeThoc4' - 6'116 AVE S.E.20'42" high full screening fence6-foot high full screening fenceREPAIR EXISTING LAWN AS NEEDEDMSlkBTcpNadoNEAbbAGabThocLOCATION OF TREES ON PRIVATE ROAD TO BECOORDINATED WITH DRIVEWAYSPLANTER STRIPSIDEWALK10' LANDSCAPE STRIPL-11419314193site12.28.16N/A1" = 16'PDPDPDREVISIONDATEREV.BYNO.CHECKED:DRAWN:DESIGNED:::VERTICALHORIZONTALSCALES:SHEET:JOB NO.:DRAWING:ISSUE DATE:DesigneccosLLCeccosDesignLandscape Architecture and PlanningMount Vernon, WA 98273p. 360.419.7400f. 800.508.2017www.eccosdesign.com0' 16' 32' 48' 64'NORTHBilti Short PlatRenton, WA 98056 prepared for:prepared by:contact: Jim Hansonone inch116th Ave SE2" DEPTH BARK MULCH4" WATERING BASINSURROUNDING PLANTFINISH GRADEREMOVE BURLAP FROM TOP1/3 OF ROOTBALL. LIGHTLYSCARIFY ROOTBALL OF CONTAINER-GROWN PLANTS.FERTILIZE ALL PLANTS WITHAPPROVED STARTER FERTILIZERAPPLIED AT MANUFACTURER'SSUGGESTED RATESPLANT SHRUB 1/2" HIGHERTHAN DEPTH GROWN ATNURSERY.SCARIFY PLANTING PIT WALLSPLANTING BACKFILLSET ROOTBALL ON MOUND OFCOMPACTED PLANTING BACKFILL MIXEXISTING SUBGRADE 2 TIMESROOTBALL DIA.PRIOR TO BACKFILLINGTREE PLANTINGNO SCALEGENERAL NOTES1.ALL WORK SHALL BE PERFORMED BY PERSONS FAMILIAR WITH THIS KIND OF WORK AND UNDER THESUPERVISION OF A QUALIFIED FOREMAN.2.ALL PLANT MATERIAL SIZES AND QUALITY TO CONFORM TO AMERICAN ASSOC. OF NURSERYMEN, AMERICANSTANDARD FOR NURSERY STOCK, 2002.3.PLANT LOCATIONS ON THE PLANS ARE DIAGRAMMATIC AND MAY BE SUBJECT TO ADJUSTMENT IN THE FIELDBY THE LANDSCAPE CONTRACTOR.4.ALL PLANT MATERIAL SHALL BE OF NURSERY STOCK AND SHALL BE OF THE TYPE, SIZE AND CONDITIONSPECIFIED. THE PLANT MATERIAL SHALL EXHIBIT NORMAL HABITS OF GROWTH FOR THE SPECIES, SHALLHAVE BUDS INTACT AND SHALL BE FREE OF DISEASE, INSECTS, SCARS, BRUISES, BREAKS, SEED AND WEEDROOTS.5.SEE NOTES THIS SHEET FOR TOPSOIL DEPTH AND SPECIFICATION.6.FINE BARK MULCH IS TO BE INSTALLED AT ALL NEW PLANTING AREAS WITH A MINIMUM OF 2 INCHES.7.ALL PLANTING PITS TO HAVE SOIL AMENDED WITH A WETTING AGENT (TERA-WET OR EQUAL) APPLIED ATMANUFACTURES RECOMMENDED RATE.8.LANDSCAPE CONTRACTOR SHALL VERIFY LOCATION OF ALL SITE UTILITIES PRIOR TO LANDSCAPEIMPLEMENTATION. PLANT LOCATIONS MAY BE ADJUSTED TO AVOID CONFLICT.9.LANDSCAPE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT EXISTING SITEIMPROVEMENTS, PAVING, WALLS, AND UNDERGROUND UTILITIES. DAMAGE SHALL BE REPAIRED TO THEOWNER'S SATISFACTION AND AT NO ADDITIONAL COST.10.PLANT COUNT IS FOR THE CONTRACTOR'S CONVENIENCE; IF THERE IS A DISCREPANCY, THE PLAN SHALLGOVERN. ACTUAL PLANT QUANTITIES TO BE DETERMINED BY REQUIRED PLANT SPACING.11.ALL AREAS TO BE PLANTED WITH GROUNDCOVER ARE INDICATED ON THE PLAN WITH A HATCH PATTERN.SEE PLANT LIST FOR PLANT TYPE, SIZE, AND SPACING.12.SUBSTITUTION OF PLANT VARIETIES DUE TO LACK OF AVAILABILITY SUBJECT TO APPROVAL BY THE OWNERSREPRESENTATIVE.13.ALL DIMENSIONS ARE ASSUMED TO BE PARALLEL OR PERPENDICULAR UNLESS OTHERWISE NOTED.14.ALL SOIL GRADES TO BE A MINIMUM SIX INCHES BELOW ADJACENT FINISH FLOOR ELEVATIONS UNLESSNOTED OTHERWISE ALL GRADES ADJACENT TO A BUILDING SHALL HAVE A MAXIMUM SLOPE OF 5% 3' FROMFOUNDATION.15.ALL GRADES, DIMENSIONS AND EXISTING CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TOCONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPEARCHITECT.16.PLANTING PLAN EMPHASIZES DROUGHT TOLERANT AND NATIVE PLANTS TO BE USED IN AN AMENDED SOIL INLIEU OF AN AUTOMATED IRRIGATION SYSTEM AS A WATER CONSERVATION 'BEST PRACTICE'.SUPPLEMENTAL HAND WATERING WILL BE DONE DURING FIRST YEAR TO GUARANTEE PLANTESTABLISHMENT.17.BASEMAP PROVIDED BY DRYCO SURVEYING, INC.PLANTING LEGENDPLANTING PLANSOIL NOTES1.CONTRACTOR MAY STOCKPILE SITE TOPSOIL FOR POSSIBLE RE-USE IN LANDSCAPE BEDS. STOCKPILEDTOPSOIL TO BE APPROVED BY OWNERS REPRESENTATIVE.2.SITE TOPSOIL TO BE SCREENED TO REMOVE ALL GRASS CLODS AND DEBRIS LARGER THAN 1"3.EXISTING SITE TOPSOIL TO BE AMENDED WITH COMPOST AT A RATIO OF 3:1. 3 UNITS OF EXISTING SOIL TOONE UNIT OF COMPOST.4.IN LIEU OF AMENDING SITE TOPSOIL CONTRACTORS MAY CHOOSE TO USE IMPORTED 3-WAY TOPSOIL.5.TOPSOIL DEPTHS5.1.TOPSOIL TO BE PLACED AT A MINIMUM OF 6" IN ALL LANDSCAPE BED AREAS AND TILLED INTO EXISTINGSUBGRADE.6.IN ALL INSTANCES, PLACED TOPSOIL TO BE ROTOTILLED INTO EXISTING GRADE.STREET FRONTAGE LANDSCAPE1" = 16'-0" (CHECK SCALE BAR FOR ACCURACY)2" DEPTH BARK MULCH8 FOOT, 3" ROUND GUYING APPARATUS:HEAVY DUTY POLY CHAIN LOCK4" WATERING BASINSURROUNDING TREEPULL BURLAP OFF TOP 1/3OF ROOTBALLPLANTING BACKFILL MIXSCARIFY PLANTING SET ROOTBALL ON MOUNDOF COMPACTED PLANTINGBACKFILL MIXEXISTING SUBGRADEFINISH GRADE1.5 - 2 TIMES ROOTBALL DIAMETERPIT WALLS2 PER TREE4 TIMES ROOT BALL DIAMETERPLANT TREE 1/2" HIGHER THANDEPTH GROWN AT NURSERY.FERTILIZE ALL TREES WITHAPPROVED STARTER FERTILIZERAPPLIED AT MANUFACTURER'SSUGGESTED RATESTREE STAKES TO BE VERTICAL,PARALLEL, EVEN-TOPPED,UNSCARRED AND DRIVEN INTOUNDISTURBED SUBGRADE12"MIN.MULCHLODGEPOLE PINE STAKES,SHRUB PLANTINGNO SCALEUSE CITY OF RENTON TITLEBLOCK FOR ALL CIVIL ANDLANDSCAPING PLANSADDRESS ALL PLANNINGAND LANDSCAPECOMMENTS FROM JILL DING
Markup Summary
Subject: Text Box
Page Label: 1
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/9/2017 9:59:06 AM
Color:
Depth:
PROVIDE APPROVED SOOS CREEK WATER
AND SEWER PLANS TO CITY
Ian Fitz-James (130)
Subject: Text Box
Page Label: 1
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/9/2017 10:51:35 AM
Color:
Depth:
PROVIDE SURVEY CONTROL INFORMATION.
SURVEY SHALL TIE TO AT LEAST TWO CITY
OF RENTON BENCHMARKS. SHOW THE
BENCHMARKS THAT WILL BE TIED TO ON A
SURVEY CONTROL MAP. LABEL HORIZONTAL
DATUM, BASIS OF BEARINGS, AND VERTICAL
DATUM
Subject: Cloud+
Page Label: 1
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/14/2017 3:36:52 PM
Color:
Depth:
PER CONDITION OF APPROVAL #8, OBTAIN
APPROVAL FROM THE CITY OF KENT AND
SUBMIT IT TO THE CITY OF RENTON FOR
DISCHARGE INTO THE CITY OF KENT
CONVEYANCE STORMWATER CONVEYANCE
SYSTEM IN SE 192ND STREET. APPLY FOR
APPROPRIATE CITY OF KENT PERMIT FOR
THIS WORK (RIGHT OF WAY PERMIT, ETC.).
PROVIDE PERMIT APPROVAL FOR THIS WORK
TO THE CITY OF RENTON.
Subject: Cloud+
Page Label: 1
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/9/2017 5:36:18 PM
Color:
Depth:
PLANTER STRIP AND SIDEWLAK IN 116TH
AVENUE SE RIGHT OF WAY SHALL BE
MAINTAINED BY THE ADJACENT
HOMEOWNER. STREET TREES ARE
MAINTAINED BY THE CITY OF RENTON. (TYP)
Subject: Line
Page Label: 1
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/9/2017 9:57:52 AM
Color:
Depth:
PROVIDE APPROVED
SOOS CREEK WATER AND
SEWER PLANS TO CITY
PROVIDE SURVEY CONTROL
INFORMATION. SURVEY SHALL TIE TO
AT LEAST TWO CITY OF RENTON
BENCHMARKS. SHOW THE
BENCHMARKS THAT WILL BE TIED TO
ON A SURVEY CONTROL MAP. LABEL
HORIZONTAL DATUM, BASIS OF
BEARINGS, AND VERTICAL DATUM
PER CONDITION OF APPROVAL #8, OBTAIN
APPROVAL FROM THE CITY OF KENT AND
SUBMIT IT TO THE CITY OF RENTON FOR
DISCHARGE INTO THE CITY OF KENT
CONVEYANCE STORMWATER CONVEYANCE
SYSTEM IN SE 192ND STREET. APPLY FOR
APPROPRIATE CITY OF KENT PERMIT FOR
THIS WORK (RIGHT OF WAY PERMIT, ETC.).
PROVIDE PERMIT APPROVAL FOR THIS
WORK TO THE CITY OF RENTON.
PLANTER STRIP AND SIDEWLAK IN 116TH
AVENUE SE RIGHT OF WAY SHALL BE
MAINTAINED BY THE ADJACENT
HOMEOWNER. STREET TREES ARE
MAINTAINED BY THE CITY OF RENTON. (TYP)
Subject: Cloud+
Page Label: 1
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/9/2017 5:31:27 PM
Color:
Depth:
SHARED DRIVEWAY ENTRANCE SHALL BE A
CEMENT CONCRETE DRIVEWAY ENTRANCE,
SEE SHEET 6
Subject: Text Box
Page Label: 1
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/9/2017 10:38:16 AM
Color:
Depth:
LIST CONDITIONS OF LAND USE APPROVAL
ON COVER SHEET
Subject: Line
Page Label: 1
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/9/2017 9:57:48 AM
Color:
Depth:
Subject: Line
Page Label: 1
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/9/2017 9:58:02 AM
Color:
Depth:
Subject: Line
Page Label: 1
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/9/2017 9:58:00 AM
Color:
Depth:
Subject: Cloud+
Page Label: 1
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/9/2017 5:31:41 PM
Color:
Depth:
REVISE PER REDLINES ON SHEET 6
SHARED DRIVEWAY
ENTRANCE SHALL BE A
CEMENT CONCRETE
DRIVEWAY ENTRANCE,
SEE SHEET 6
LIST CONDITIONS OF
LAND USE APPROVAL ON
COVER SHEET
REVISE PER
REDLINES
ON SHEET 6
Subject: Markup Legend
Page Label: 1
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/9/2017 8:46:38 AM
Color:
Depth:
Subject: Text Box
Page Label: 1
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/9/2017 8:52:14 AM
Color:
Depth:
USE CITY OF RENTON TITLE BLOCK FOR ALL
CIVIL AND LANDSCAPING PLANS
Subject: Text Box
Page Label: 1
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/15/2017 4:04:22 PM
Color:
Depth:
THE PLANS AND TIR THAT WERE SUBMITTED
DO NOT MEET THE CITY REQUIREMENTS
THAT ARE DESCRIBED IN THE CIVIL
CONSTRUCTION PERMIT PROCESS AND
SUBMITTAL REQUIREMENTS AND SURVEY
AND DRAFTING STANDARDS DOCUMENTS .
ADDITIONAL COMMENTS OTHER THAN WHAT
IS SHOWN HERE CAN BE EXPECTED ONCE A
COMPLETE SET OF PLANS AND A COMPLETE
TIR IS SUBMITTED.
ALL COMMENTS MUST BE ADDRESSED IN
THEIR ENTIRETY PRIOR TO THE SECOND
SUBMITTAL INTAKE. ONCE ALL COMMENTS
ARE ADDRESSED PLEASE CONTACT ME TO
SCHEDULE A SECOND INTAKE MEETING. IF
ALL PLAN AND TIR COMMENTS ARE NOT
ADDRESSED IN THEIR ENTIRETY, THE PLANS
WILL BE RETURNED FOR FURTHER
REVISIONS PRIOR TO A SECOND REVIEW
CYCLE.
Subject: Text Box
Page Label: 1
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/9/2017 8:51:18 AM
Color:
Depth:
ADDRESS ALL PLANNING AND FIRE
COMMENTS
Subject: Cloud+
Page Label: 1
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/14/2017 3:32:36 PM
Color:
Depth:
STREETLIGHTING IS NOT REQUIRED FOR
SHORT PLATS OF 4 LOTS OR SMALLER (TYP)
Markup Legend
RED Required Revisions
BLUE Recommended Revisions
PURPLE Advisory Only
GREEN Items to be Deleted
LUA ______________________
LND ______________________________
THESE PLANS ARE APPROVED FOR
CONFORMANCE WITH THE CITY OF RENTON
ENGINEERING DIVISION REQUIREMENTS.
CALE
10 20
EET
.
.
USE CITY OF RENTON TITLE
BLOCK FOR ALL CIVIL AND
LANDSCAPING PLANS
LUA _______ LND _________
THESE PLANS ARE CONFORMANCE W ENGINEERING DIV
BY:____________
0
GRAPHIC SCALE
20 10 20
SCALE IN FEET1"=20'
THE PLANS AND TIR THAT WERE
SUBMITTED DO NOT MEET THE CITY
REQUIREMENTS THAT ARE DESCRIBED IN
THE CIVIL CONSTRUCTION PERMIT
PROCESS AND SUBMITTAL
REQUIREMENTS AND SURVEY AND
DRAFTING STANDARDS DOCUMENTS .
ADDITIONAL COMMENTS OTHER THAN
WHAT IS SHOWN HERE CAN BE EXPECTED
ONCE A COMPLETE SET OF PLANS AND A
COMPLETE TIR IS SUBMITTED.
ALL COMMENTS MUST BE ADDRESSED IN
THEIR ENTIRETY PRIOR TO THE SECOND
SUBMITTAL INTAKE. ONCE ALL
COMMENTS ARE ADDRESSED PLEASE
CONTACT ME TO SCHEDULE A SECOND
INTAKE MEETING. IF ALL PLAN AND TIR
COMMENTS ARE NOT ADDRESSED IN
THEIR ENTIRETY, THE PLANS WILL BE
RETURNED FOR FURTHER REVISIONS
PRIOR TO A SECOND REVIEW CYCLE.
ADDRESS ALL
PLANNING AND FIRE
COMMENTS
STREETLIGHTING IS NOT
REQUIRED FOR SHORT
PLATS OF 4 LOTS OR
SMALLER (TYP)
Subject: Cloud+
Page Label: 1
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/9/2017 4:12:27 PM
Color:
Depth:
EXISTING ON-SITE SEPTIC SYSTEMS SHALL
BE ABANDONED IN ACCORDANCE WITH KING
COUNTY DEPARTMENT OF HEALTH
REGULATIONS AND RENTON MUNICIPAL
CODE
Subject: Cloud+
Page Label: 1
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/9/2017 1:53:46 PM
Color:
Depth:
SEE COMMENT, SHEET 4
Subject: Text Box
Page Label: 2
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/9/2017 5:29:08 PM
Color:
Depth:
PROVIDE LEGEND FOR TESC FEATURES AND
LINETYPES
Subject: Line
Page Label: 2
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/9/2017 5:45:12 PM
Color:
Depth:
Subject: Text Box
Page Label: 2
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/9/2017 1:46:02 PM
Color:
Depth:
USE CITY OF RENTON TITLE BLOCK FOR ALL
CIVIL AND LANDSCAPING PLANS
Subject: Text Box
Page Label: 2
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/9/2017 5:44:50 PM
Color:
Depth:
AS SHOWN.
EXISTING ON-SITE SEPTIC SYSTEMS SHALL BEABANDONED IN ACCORDANCE WITH KINGCOUNTY DEPARTMENT OF HEALTHREGULATIONS AND RENTON MUNICIPAL CODE
SEE COMMENT,
SHEET 4
TESC & TR
PROVIDE LEGEND FOR TESC
FEATURES AND LINETYPES
LUA ______________________
LND ______________________________
THESE PLANS ARE APPROVED FOR
CONFORMANCE WITH THE CITY OF RENTON
ENGINEERING DIVISION REQUIREMENTS.
CALE
10 20
EET
.
.
USE CITY OF RENTON TITLE
BLOCK FOR ALL CIVIL AND
LANDSCAPING PLANS
AS SHOWN.
Subject: Callout
Page Label: 2
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/9/2017 5:29:29 PM
Color:
Depth:
17. ALL ESC MEASURES MUST BE REMOVED
AFTER CONSTRUCTION ACTIVITY IS
COMPLETE.
Subject: Cloud+
Page Label: 2
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/9/2017 5:42:48 PM
Color:
Depth:
CATCH BASIN INLET PROTECTION SHALL BE
PER COR STD. PLAN 216.20 OR 216.30
Subject: Cloud+
Page Label: 2
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/9/2017 5:43:23 PM
Color:
Depth:
INTERCEPTOR SWALE PER COR STD. PLAN
217.10. CHECK DAMS PER COR STD. PLAN
217.40.
Subject: Text Box
Page Label: 2
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/9/2017 5:46:20 PM
Color:
Depth:
SILT FENCE AS SHOWN.
Subject: Line
Page Label: 2
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/9/2017 5:44:31 PM
Color:
Depth:
Subject: Callout
Page Label: 2
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/9/2017 9:54:55 AM
Color:
Depth:
SHOW CB INLET PROTECTION FOR THIS
CATCH BASIN
17. ALL ESC MEASURES
MUST BE REMOVED AFTER
CONSTRUCTION ACTIVITY
IS COMPLETE.
CATCH BASIN INLET
PROTECTION SHALL BE
PER COR STD. PLAN
216.20 OR 216.30
INTERCEPTOR SWALE
PER COR STD. PLAN
217.10. CHECK DAMS PER
COR STD. PLAN 217.40.
¶PITTMAN ENSILT FENCE AS SHOWN.
SHOW CB INLET
PROTECTION FOR
THIS CATCH BASIN
Subject: Cloud+
Page Label: 2
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/9/2017 5:30:54 PM
Color:
Depth:
SEDIMENT TRAP SHALL BE SIZED IN
ACCORDANCE WITH SECTION D.3.5.1 OF THE
2009 KCSWDM. INCLUDE SIZING
CALCUATIONS IN REVISED TIR.
Subject: Cloud+
Page Label: 2
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/9/2017 5:43:05 PM
Color:
Depth:
STABALIZED CONSTRUCTION ENTRANCE PER
COR STD. PLAN 215.10
Subject: Cloud+
Page Label: 2
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/9/2017 5:42:39 PM
Color:
Depth:
SILT FENCE PER COR STD. PLAN 214.00
Subject: Line
Page Label: 2
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/9/2017 5:46:02 PM
Color:
Depth:
Subject: Text Box
Page Label: 2
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/9/2017 5:45:23 PM
Color:
Depth:
TRAP.
Subject: Cloud+
Page Label: 3
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/9/2017 5:43:49 PM
Color:
Depth:
USE COR STD. PLAN 215.10. ADD STANDARD
PLAN TO PLANS.
SEDIMENT TRAP SHALL BE
SIZED IN ACCORDANCE WITH
SECTION D.3.5.1 OF THE 2009
KCSWDM. INCLUDE SIZING
CALCUATIONS IN REVISED TIR.
STABALIZED
CONSTRUCTION
ENTRANCE PER COR
STD. PLAN 215.10
SILT FENCE PER
COR STD. PLAN
214.00
TRAP.
016615%#.'
6'/214#4;%105647%6+10'064#0%'&'6#+.
USE COR STD. PLAN 215.10.
ADD STANDARD PLAN TO
PLANS.
Subject: Cloud+
Page Label: 3
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/9/2017 5:43:40 PM
Color:
Depth:
USE COR STD. PLAN 214.00. ADD STANDARD
PLAN TO PLANS.
Subject: Text Box
Page Label: 3
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/9/2017 1:46:12 PM
Color:
Depth:
USE CITY OF RENTON TITLE BLOCK FOR ALL
CIVIL AND LANDSCAPING PLANS
Subject: Cloud+
Page Label: 3
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/9/2017 5:43:56 PM
Color:
Depth:
USE COR STD. PLAN 216.20 OR 216.30. ADD
STANDARD PLAN TO PLANS.
Subject: Text Box
Page Label: 3
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/9/2017 5:44:04 PM
Color:
Depth:
ADD COR STD. PLAN 217.10 - INTERCEPTOR
SWALE AND 217.40 - CHECK DAMS TO PLANS
IF USED
Subject: Cloud+
Page Label: 4
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/15/2017 9:08:35 AM
Color:
Depth:
SHARED DRIVEWAY ENTRANCE SHALL BE A
CEMENT CONCRETE DRIVEWAY PER COR
STD. PLAN 104.3. NO CURB RETURN
PERMITTED. PROVIDE A BLOW-UP DETAIL
SHOWING SPOT ELEVATIONS AND
PROPOSED TIE-IN TO EXISTING CONDITIONS
AND PROPOSED ASPHALT PATH.
Subject: Cloud+
Page Label: 4
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/14/2017 4:58:17 PM
Color:
Depth:
EXISTING POWER POLE TO BE RELOCATED
AT THE DEVELOPER'S EXPENSE.
DEVELOPER TO COORDINATE RELOCATION
WITH PSE.
USE COR STD. PLAN 214.00.
ADD STANDARD PLAN TO
PLANS.
LUA ______________________
LND ______________________________
THESE PLANS ARE APPROVED FOR
CONFORMANCE WITH THE CITY OF RENTON
ENGINEERING DIVISION REQUIREMENTS.
.
.
USE CITY OF RENTON TITLE
BLOCK FOR ALL CIVIL AND
LANDSCAPING PLANS
016615%#.'
5614/&4#+02416'%6+10+05'46&'6#+.
USE COR STD. PLAN 216.20
OR 216.30. ADD STANDARD
PLAN TO PLANS.
ADD COR STD. PLAN 217.10
- INTERCEPTOR SWALE
AND 217.40 - CHECK DAMS
TO PLANS IF USED
SHARED DRIVEWAY ENTRANCE SHALL BE A
CEMENT CONCRETE DRIVEWAY PER COR
STD. PLAN 104.3. NO CURB RETURN
PERMITTED. PROVIDE A BLOW-UP DETAIL
SHOWING SPOT ELEVATIONS AND
PROPOSED TIE-IN TO EXISTING CONDITIONS
AND PROPOSED ASPHALT PATH.
EXISTING POWER POLE TO
BE RELOCATED AT THE
DEVELOPER'S EXPENSE.
DEVELOPER TO
COORDINATE RELOCATION
WITH PSE.
Subject: Line
Page Label: 4
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/9/2017 5:03:41 PM
Color:
Depth:
Subject: Line
Page Label: 4
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/14/2017 3:53:25 PM
Color:
Depth:
Subject: Callout
Page Label: 4
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/14/2017 4:24:47 PM
Color:
Depth:
STATION BEGINNING OF PAINTED LINE.
Subject: Line
Page Label: 4
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/14/2017 5:34:16 PM
Color:
Depth:
Subject: Cloud+
Page Label: 4
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/13/2017 8:51:36 AM
Color:
Depth:
DEDICATION SHALL BE 15.5' TO COMPLY WITH
MINOR ARTERIAL STREET STANDARDS PER
RMC 4-6-060.
Subject: Line
Page Label: 4
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/14/2017 3:33:11 PM
Color:
Depth:
STATION BEGINNING
OF PAINTED LINE.
DEDICATION SHALL BE
15.5' TO COMPLY WITH
MINOR ARTERIAL
STREET STANDARDS
PER RMC 4-6-060.
Subject: Line
Page Label: 4
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/14/2017 3:46:17 PM
Color:
Depth:
Subject: Callout
Page Label: 4
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/14/2017 5:08:16 PM
Color:
Depth:
STATION BEGINNING OF EXTRUDED CURB.
Subject: Callout
Page Label: 4
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/14/2017 4:24:28 PM
Color:
Depth:
ADD DEBRIS BARRIER PER COR STD. PLAN
223.00
Subject: Line
Page Label: 4
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/14/2017 3:46:11 PM
Color:
Depth:
Subject: Callout
Page Label: 4
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/14/2017 5:08:27 PM
Color:
Depth:
SHOW STREET SIGN AT "T" OF INTERSECTION
FOR SHARED DRIVEWAY PER COR STD. PLAN
134
Subject: Line
Page Label: 4
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/14/2017 3:46:28 PM
Color:
Depth:
STATION BEGINNING
OF EXTRUDED CURB.
ADD DEBRIS
BARRIER PER COR
STD. PLAN 223.00
SHOW STREET SIGN AT
"T" OF INTERSECTION
FOR SHARED
DRIVEWAY PER COR
STD. PLAN 134
Subject: Callout
Page Label: 4
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/14/2017 5:18:25 PM
Color:
Depth:
THIS WORK WILL BE UNDER A CITY OF KENT
PERMIT. ADD THIS NOTE TO THE PLANS.
Subject: Cloud+
Page Label: 4
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/14/2017 4:24:45 PM
Color:
Depth:
IS CP CONCRETE PIPE OR CORRUGATED
POLYETHYLENE? SPECIFY ON PLANS.
Subject: Text Box
Page Label: 4
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/9/2017 1:46:20 PM
Color:
Depth:
USE CITY OF RENTON TITLE BLOCK FOR ALL
CIVIL AND LANDSCAPING PLANS
Subject: Callout
Page Label: 4
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/14/2017 5:10:16 PM
Color:
Depth:
BI-DIRECTION VANED GRATE
Subject: Text Box
Page Label: 4
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/15/2017 4:21:29 PM
Color:
Depth:
SHOW HOW IS STORMWATER BEING
COLLECTED FOR THE NEW LOTS AND
ROUTED TO THE DETENTION VAULT.
Subject: Text Box
Page Label: 4
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/14/2017 5:15:06 PM
Color:
Depth:
, SHEET 5
THIS WORK WILL BE
UNDER A CITY OF KENT
PERMIT. ADD THIS
NOTE TO THE PLANS.
IS CP CONCRETE PIPE
OR CORRUGATED
POLYETHYLENE?
SPECIFY ON PLANS.
LUA ______________________
LND ______________________________
THESE PLANS ARE APPROVED FOR
CONFORMANCE WITH THE CITY OF RENTON
ENGINEERING DIVISION REQUIREMENTS.G
.
.
USE CITY OF RENTON TITLE
BLOCK FOR ALL CIVIL AND
LANDSCAPING PLANS
BI-DIRECTION
VANED GRATE
SHOW HOW IS STORMWATER BEING
COLLECTED FOR THE NEW LOTS AND
ROUTED TO THE DETENTION VAULT.
, SHEET 5
Subject: Cloud+
Page Label: 4
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/13/2017 11:08:46 AM
Color:
Depth:
PERPENDICULAR CURB RAMP PER WSDOT
STD. PLAN F-40.15-03. PROVIDE BLOW-UP
DETAIL WITH SPOT ELEVATIONS AND SLOPES
TO DEMONSTRATE ADA COMPLIANCE.
Subject: Line
Page Label: 4
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/14/2017 3:33:07 PM
Color:
Depth:
Subject: Text Box
Page Label: 4
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/15/2017 4:21:35 PM
Color:
Depth:
PROVIDE A NOTE ON THE PLAN EXPLAINING
WHAT FLOW CONTROL BMP WILL BE
INSTALLED FOR EACH LOT. IF RESTRICTED
FOOTPRINT IS PROPOSED PROVIDE A TABLE
SHOWING LOT AREA, MAXIMUM ALLOWED
IMPERVIOUS AREA BY ZONING, AND
PROPOSED IMPERVIOUS AREA.
Subject: Callout
Page Label: 4
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/14/2017 5:08:37 PM
Color:
Depth:
MINIMUM SLOPE SHALL BE 0.5%. ADD NOTE
TO PLAN FOR THIS PIPE SEGMENT AS YOU
ARE TIEING INTO AN EXISTING CULVERT
Subject: Cloud+
Page Label: 4
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/14/2017 4:57:04 PM
Color:
Depth:
VAULT SETBACK FROM EASEMENT LINES
SHALL BE 5' PER SECTION 5.3.3.1 OF THE 2009
KCSWDM
PERPENDICULAR CURB RAMP PER WSDOT
STD. PLAN F-40.15-03. PROVIDE BLOW-UP
DETAIL WITH SPOT ELEVATIONS AND SLOPES
TO DEMONSTRATE ADA COMPLIANCE.
PROVIDE A NOTE ON THE PLAN
EXPLAINING WHAT FLOW CONTROL
BMP WILL BE INSTALLED FOR EACH
LOT. IF RESTRICTED FOOTPRINT IS
PROPOSED PROVIDE A TABLE
SHOWING LOT AREA, MAXIMUM
ALLOWED IMPERVIOUS AREA BY
ZONING, AND PROPOSED
IMPERVIOUS AREA.
MINIMUM SLOPE SHALL BE 0.5%. ADD
NOTE TO PLAN FOR THIS PIPE
SEGMENT AS YOU ARE TIEING INTO
AN EXISTING CULVERT
VAULT SETBACK
FROM EASEMENT
LINES SHALL BE 5'
PER SECTION 5.3.3.1
OF THE 2009 KCSWDM
Subject: Text Box
Page Label: 4
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/15/2017 9:35:40 AM
Color:
Depth:
ADD THE FOLLOWING STANDARD PLANS TO
THE PLAN SET:
WSDOT STANDARD PLAN F.40.15-03 -
PERPENDICULAR CURB RAMP
WSDOT STANDARD PLAN F-45.15-02 -
DETECTABLE WARNING SURFACE
COR STD. PLAN 101 - CEMENT CONCRETE
CURBS
COR STD. PLAN 101.1 - CEMENT CONCRETE
CURB INSTALLATION AT CATCH BASINS
COR STD. PLAN 102 - CEMENT CONCRETE
SIDEWALK
COR STD. PLAN 104.2 - CEMENT CONCRETE
DRIVEWAY ENTRANCES - NOTES AND
DETAILS
COR STD. PLAN 104.3 - CEMENT CONCRETE
DRIVEWAY ENTRANCE
COR STD. PLAN 129 - SIGN MOUNTING ON
SINGLE METAL POST
COR STD. PLAN 134 - GROUND MOUNTED
STREET NAME SIGNS
COR STD. PLAN G012 - TYPICAL SIGN
INSTALLATION DETAIL
COR STD. PLAN H008 - PAVEMENT MARKING
DETAILS
COR STD. PLAN H032 - TYPICAL TRANSVERSE
PATCH AND OVERLAY FOR FLEXIBLE
PAVEMENT
COR STD. PLAN H032.1 - TYPICAL
TRANSVERSE PATCH FOR FLEXIBLE
PAVEMENT
COR STD. PLAN 200.00 - CATCH BASIN TYPE 1
COR STD. PLAN 201.00 - CTACH BASIN TYPE 2
COR STD. PLAN 202.00 - CATCH BASIN
INSTALLATION
COR STD. PLAN 204.00 - RECTANGULAR
FRAME
COR STD. PLAN 204.20 - RECTANGULAR
VANED GRATE
COR STD. PLAN 204.30 - BI-DIRECTIONAL
VANED GRATE
COR STD. PLAN 204.50 - STORM ROUND
FRAME AND COVER
COR STD. PLAN 204.60 - MISCELLANEOUS
DETAILS FOR DRAINAGE STRUCTURES
COR STD. PLAN 220.00 - PIPE COMPACTION
DESIGN AND BACKFILL
COR STD. PLAN 225.10 - TYPICAL ROOF DRAIN
COLLECTION SYSTEM CROSS SECTION
COR STD. MAILBOX DETAIL THAT YOU PLAN
TO USE
Subject: Line
Page Label: 4
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/14/2017 3:46:28 PM
Color:
Depth:
0
GRAPHIC SCALE
20 10 20
SCALE IN FEET1"=20'
ADD THE FOLLOWING STANDARD PLANS TO THE PLAN SET:
WSDOT STANDARD PLAN F.40.15-03 - PERPENDICULAR CURB RAMPWSDOT STANDARD PLAN F-45.15-02 - DETECTABLE WARNING SURFACE
COR STD. PLAN 101 - CEMENT CONCRETE CURBSCOR STD. PLAN 101.1 - CEMENT CONCRETE CURB INSTALLATION AT CATCH BASINS
COR STD. PLAN 102 - CEMENT CONCRETE SIDEWALKCOR STD. PLAN 104.2 - CEMENT CONCRETE DRIVEWAY ENTRANCES - NOTES AND DETAILS
COR STD. PLAN 104.3 - CEMENT CONCRETE DRIVEWAY ENTRANCECOR STD. PLAN 129 - SIGN MOUNTING ON SINGLE METAL POST
COR STD. PLAN 134 - GROUND MOUNTED STREET NAME SIGNS COR STD. PLAN G012 - TYPICAL SIGN INSTALLATION DETAIL
COR STD. PLAN H008 - PAVEMENT MARKING DETAILS
COR STD. PLAN H032 - TYPICAL TRANSVERSE PATCH AND OVERLAY FOR FLEXIBLE PAVEMENT
COR STD. PLAN H032.1 - TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT
COR STD. PLAN 200.00 - CATCH BASIN TYPE 1
COR STD. PLAN 201.00 - CTACH BASIN TYPE 2
COR STD. PLAN 202.00 - CATCH BASIN INSTALLATION
COR STD. PLAN 204.00 - RECTANGULAR FRAME
COR STD. PLAN 204.20 - RECTANGULAR VANED GRATECOR STD. PLAN 204.30 - BI-DIRECTIONAL VANED GRATE
COR STD. PLAN 204.50 - STORM ROUND FRAME AND COVERCOR STD. PLAN 204.60 - MISCELLANEOUS DETAILS FOR DRAINAGE STRUCTURES
COR STD. PLAN 220.00 - PIPE COMPACTION DESIGN AND BACKFILLCOR STD. PLAN 225.10 - TYPICAL ROOF DRAIN COLLECTION SYSTEM CROSS SECTION
COR STD. MAILBOX DETAIL THAT YOU PLAN TO USE
Subject: Callout
Page Label: 4
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/14/2017 5:13:29 PM
Color:
Depth:
SPECIFY LENGTH, SLOPE, AND MATERIAL OF
THIS PIPE SEGMENT
Subject: Callout
Page Label: 4
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/14/2017 5:08:19 PM
Color:
Depth:
DRAINAGE OVER PAVED PATH IS NOT
PERMITTED. PLEASE REMOVE CURB CUTS.
Subject: Text Box
Page Label: 4
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/15/2017 4:21:54 PM
Color:
Depth:
SHOW MAILBOX LOCATION AND COR STD.
PLAN ON PLANS. PROVIDE POSTMASTER
APPROVAL FOR LOCATION.
Subject: Line
Page Label: 4
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/9/2017 5:03:44 PM
Color:
Depth:
Subject: Callout
Page Label: 4
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/14/2017 3:56:54 PM
Color:
Depth:
DRIVEWAY SHALL NOT BE CLOSER THAN 5'
TO ANY PROPERTY LINE PER RMC 4-4-080.
ADJUST DRIVEWAY ENTRANCE LOCATION
AND SHOW HOW ROAD TRANSITIONS BACK
TOWARDS THE PROPERTY LINE.
Subject: Callout
Page Label: 4
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/14/2017 5:08:20 PM
Color:
Depth:
RELOCATED SIGN
SPECIFY LENGTH,
SLOPE, AND MATERIAL
OF THIS PIPE SEGMENT
DRAINAGE OVER
PAVED PATH IS NOT
PERMITTED. PLEASE
REMOVE CURB CUTS.
LUA ______________________.
SHOW MAILBOX LOCATION AND COR
STD. PLAN ON PLANS. PROVIDE
POSTMASTER APPROVAL FOR
LOCATION.
DRIVEWAY SHALL NOT
BE CLOSER THAN 5' TO
ANY PROPERTY LINE
PER RMC 4-4-080.
ADJUST DRIVEWAY
ENTRANCE LOCATION
AND SHOW HOW ROAD
TRANSITIONS BACK
TOWARDS THE
PROPERTY LINE.
RELOCATED SIGN
Subject: Callout
Page Label: 4
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/13/2017 11:08:34 AM
Color:
Depth:
STATION BEGINNIG OF CURB LINE AND
PAINTED STRIPE.
Subject: Line
Page Label: 4
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/14/2017 3:53:29 PM
Color:
Depth:
Subject: Callout
Page Label: 4
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/14/2017 5:06:00 PM
Color:
Depth:
PIPE SEGMENTS WITH COVER EXCEEDING 2'
SHALL BE D.I. OR CONCRETE (TYP)
Subject: Cloud+
Page Label: 4
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/14/2017 4:57:51 PM
Color:
Depth:
PROVIDE RADIUS FOR CURB TRANSITION.
PROVIDE STATIONING.
Subject: Cloud+
Page Label: 4
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/15/2017 9:03:41 AM
Color:
Depth:
PER CONDITION OF APPROVAL #8, OBTAIN
APPROVAL FROM THE CITY OF KENT AND
SUBMIT IT TO THE CITY OF RENTON FOR
DISCHARGE INTO THE CITY OF KENT
CONVEYANCE STORMWATER CONVEYANCE
SYSTEM IN SE 192ND STREET. PROVIDE
DOCUMENTATION OF RIGHT OF WAY PERMIT
OR EQUIVALENT FOR INSALLATION OF
STORM DRAINAGE PIPES AND STRUCTURES
IN THE CITY OF KENT RIGHT OF WAY.
Subject: Callout
Page Label: 5
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/14/2017 5:30:13 PM
Color:
Depth:
THIS WORK WILL BE UNDER A CITY OF KENT
PERMIT. ADD THIS NOTE TO THE PLANS.
STATION BEGINNIG OF CURB
LINE AND PAINTED STRIPE.
PIPE SEGMENTS WITH
COVER EXCEEDING 2' SHALL
BE D.I. OR CONCRETE (TYP)
PROVIDE RADIUS FOR
CURB TRANSITION.
PROVIDE STATIONING.
PER CONDITION OF APPROVAL #8, OBTAIN
APPROVAL FROM THE CITY OF KENT AND
SUBMIT IT TO THE CITY OF RENTON FOR
DISCHARGE INTO THE CITY OF KENT
CONVEYANCE STORMWATER CONVEYANCE
SYSTEM IN SE 192ND STREET. PROVIDE
DOCUMENTATION OF RIGHT OF WAY PERMIT
OR EQUIVALENT FOR INSALLATION OF
STORM DRAINAGE PIPES AND STRUCTURES
IN THE CITY OF KENT RIGHT OF WAY.
20
THIS WORK WILL BE
UNDER A CITY OF KENT
PERMIT. ADD THIS
NOTE TO THE PLANS.
Subject: Callout
Page Label: 5
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/14/2017 5:37:19 PM
Color:
Depth:
IE OUT: 504.16
Subject: Line
Page Label: 5
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/14/2017 5:15:56 PM
Color:
Depth:
Subject: Cloud+
Page Label: 5
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/14/2017 4:59:34 PM
Color:
Depth:
THIS INFORMATION IS PROVIDED ON SHEET
4. DO YOU NEED IT AGAIN HERE? REMOVE IF
IT IS NOT NEEDED. IF YOU PLAN ON KEEPING
IT PLEASE MAKE ALL THE REVISIONS LISTED
ON SHEET 4 ON THIS PLAN AS WELL.
Subject: Cloud+
Page Label: 5
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/14/2017 5:38:17 PM
Color:
Depth:
FLOW RESTRICTOR RISER IS SHOWN IN THE
VAULT
Subject: Line
Page Label: 5
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/14/2017 5:34:34 PM
Color:
Depth:
Subject: Cloud+
Page Label: 5
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/14/2017 5:12:15 PM
Color:
Depth:
ADJUST PROFILE TO ACCOUNT FOR
DRIVEWAY PER COR STD. PLAN 104.3.
IE OUT: 504.16
³´
LUA ______________________LND ______________________________
THESE PLANS ARE APPROVED FORCONFORMANCE WITH THE CITY OF RENTONENGINEERING DIVISION REQUIREMENTS.BY:______________________________________ Date
BY:______________________________________ Date
0GRAPHIC SCALE2010 20
SCALE IN FEET1"=20'
..
(TRACT A) SCALE: HORIZ.: 1"= 20', VERT.: 1"=5'
SE 193RD PL. PRIVATE
THIS INFORMATION IS PROVIDED ONSHEET 4. DO YOU NEED IT AGAINHERE? REMOVE IF IT IS NOT NEEDED. IF YOU PLAN ON KEEPING IT PLEASEMAKE ALL THE REVISIONS LISTED ONSHEET 4 ON THIS PLAN AS WELL.
FLOW RESTRICTOR
RISER IS SHOWN IN
THE VAULT
ADJUST PROFILE TO
ACCOUNT FOR
DRIVEWAY PER COR
STD. PLAN 104.3.
Subject: Text Box
Page Label: 5
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/9/2017 1:46:30 PM
Color:
Depth:
USE CITY OF RENTON TITLE BLOCK FOR ALL
CIVIL AND LANDSCAPING PLANS
Subject: Cloud+
Page Label: 5
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/13/2017 11:16:39 AM
Color:
Depth:
STREETLIGHTING IS NOT REQUIRED FOR
SHORT PLATS OF 4 LOTS OR SMALLER
Subject: Cloud+
Page Label: 5
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/15/2017 9:11:02 AM
Color:
Depth:
PRIVATE STREET NAMING PROVIDED BY CITY
OF RENTON
Subject: Line
Page Label: 5
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/14/2017 5:15:54 PM
Color:
Depth:
Subject: Cloud+
Page Label: 6
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/15/2017 10:09:56 AM
Color:
Depth:
IS CP CONCRETE PIPE OR CORRUGATED
POLYETHYLENE? SPECIFY ON PLANS.
Subject: Cloud+
Page Label: 6
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/15/2017 9:48:10 AM
Color:
Depth:
DEDICATION SHALL BE 15.5' TO COMPLY WITH
MINOR ARTERIAL STREET STANDARDS PER
RMC 4-6-060.
LUA ______________________
LND ______________________________
THESE PLANS ARE APPROVED FOR
CONFORMANCE WITH THE CITY OF RENTON
ENGINEERING DIVISION REQUIREMENTS.PL
.
.
USE CITY OF RENTON TITLE
BLOCK FOR ALL CIVIL AND
LANDSCAPING PLANS
STREETLIGHTING IS
NOT REQUIRED FOR
SHORT PLATS OF 4
LOTS OR SMALLER
(TRACT A)
SCALE: HORIZ.: 1"= 20', VERT.: 1"
SE 193RD PL. PRIVATE
PRIVATE STREET
NAMING PROVIDED BY
CITY OF RENTON
IS CP CONCRETE PIPE
OR CORRUGATED
POLYETHYLENE?
SPECIFY ON PLANS.
DEDICATION SHALL BE
15.5' TO COMPLY WITH
MINOR ARTERIAL
STREET STANDARDS
PER RMC 4-6-060.
Subject: Line
Page Label: 6
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/15/2017 9:52:03 AM
Color:
Depth:
Subject: Callout
Page Label: 6
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/15/2017 9:57:03 AM
Color:
Depth:
AND COR STD. PLAN 103
Subject: Line
Page Label: 6
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/15/2017 9:48:30 AM
Color:
Depth:
Subject: Line
Page Label: 6
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/13/2017 10:24:44 AM
Color:
Depth:
Subject: Callout
Page Label: 6
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/15/2017 10:02:02 AM
Color:
Depth:
ADD DEBRIS BARRIER PER COR STD. PLAN
223.00
Subject: Line
Page Label: 6
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/15/2017 10:01:36 AM
Color:
Depth:
AND COR STD.
PLAN 103
ADD DEBRIS
BARRIER PER COR
STD. PLAN 223.00
Subject: Cloud+
Page Label: 6
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/15/2017 9:58:33 AM
Color:
Depth:
PER COR STD. PLAN 103, 7" HMA OVER 6"
CRUSHED ROCK IS REQUIRED FOR ARTERIAL
STREETS
Subject: Cloud+
Page Label: 6
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/15/2017 9:52:55 AM
Color:
Depth:
2.0'
Subject: Callout
Page Label: 6
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/15/2017 10:10:23 AM
Color:
Depth:
PIPE SEGMENTS WITH COVER EXCEEDING 2'
SHALL BE D.I. OR CONCRETE (TYP)
Subject: Arrow
Page Label: 6
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/15/2017 9:48:36 AM
Color:
Depth:
Subject: Text Box
Page Label: 6
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/9/2017 1:46:39 PM
Color:
Depth:
USE CITY OF RENTON TITLE BLOCK FOR ALL
CIVIL AND LANDSCAPING PLANS
Subject: Callout
Page Label: 6
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/15/2017 10:09:09 AM
Color:
Depth:
MINIMUM SLOPE SHALL BE 0.5%. ADD NOTE
TO PLAN FOR THIS PIPE SEGMENT AS YOU
ARE TIEING INTO AN EXISTING CULVERTINGPER COR STD. PLAN
103, 7" HMA OVER 6"
CRUSHED ROCK IS
REQUIRED FOR
ARTERIAL STREETS
2.0'
PIPE SEGMENTS WITH
COVER EXCEEDING 2' SHALL
BE D.I. OR CONCRETE (TYP)
LUA ______________________
LND ______________________________
THESE PLANS ARE APPROVED FOR
CONFORMANCE WITH THE CITY OF RENTON
ENGINEERING DIVISION REQUIREMENTS.
0 PL
.
.
USE CITY OF RENTON TITLE
BLOCK FOR ALL CIVIL AND
LANDSCAPING PLANS
MINIMUM SLOPE SHALL BE 0.5%.
ADD NOTE TO PLAN FOR THIS PIPE
SEGMENT AS YOU ARE TIEING
INTO AN EXISTING CULVERT
Subject: Cloud+
Page Label: 6
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/15/2017 10:06:52 AM
Color:
Depth:
4:1 MAX (TYP) FOR FIRST 3' BEHIND
SIDEWALK
Subject: Cloud+
Page Label: 6
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/15/2017 10:00:27 AM
Color:
Depth:
PER COR STD. PLAN 103, 7" HMA OVER 6"
CRUSHED ROCK IS REQUIRED FOR ARTERIAL
STREETS
Subject: Cloud+
Page Label: 6
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/14/2017 4:26:45 PM
Color:
Depth:
THIS INFORMATION IS PROVIDED ON SHEET
4. DO YOU NEED IT AGAIN HERE? REMOVE IF
IT IS NOT NEEDED. IF YOU PLAN ON KEEPING
IT PLEASE MAKE ALL THE REVISIONS LISTED
ON SHEET 4 ON THIS PLAN AS WELL.
Subject: Line
Page Label: 6
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/13/2017 10:24:35 AM
Color:
Depth:
Subject: Line
Page Label: 6
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/15/2017 10:01:36 AM
Color:
Depth:
Subject: Cloud+
Page Label: 6
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/15/2017 10:01:36 AM
Color:
Depth:
STREETLIGHTING IS NOT REQUIRED FOR
SHORT PLATS OF 4 LOTS OR SMALLER
4:1 MAX (TYP)
FOR FIRST 3'
BEHIND
SIDEWALK
PITTMAN ENGINEERINGPER COR STD. PLAN
103, 7" HMA OVER 6"
CRUSHED ROCK IS
REQUIRED FOR
ARTERIAL STREETS
LUA ______________________LND ______________________________THESE PLANS ARE APPROVED FORCONFORMANCE WITH THE CITY OF RENTONENGINEERING DIVISION REQUIREMENTS.
BY:______________________________________ Date
BY:______________________________________ Date
0
GRAPHIC SCALE
20 10 20
SCALE IN FEET1"=20'
OFPITTMAN ENGINEERINGWASHINGTONBILTI SHORT PLAT19116 116TH AVENUE SEPLAN & PROFILE 116TH AVE.RENTON11624 SE 192ND STREETJJPGLB
12-29-16
6 7
AS NOTED
..
PUBLICSCALE: HORIZ.: 1"= 20', VERT.: 1"=5'
116TH AVE SE
116TH AVE SE SE 192ND ST.SE 193RD PL.PVT.THIS INFORMATION IS PROVIDED ONSHEET 4. DO YOU NEED IT AGAINHERE? REMOVE IF IT IS NOT NEEDED. IF YOU PLAN ON KEEPING IT PLEASEMAKE ALL THE REVISIONS LISTED ONSHEET 4 ON THIS PLAN AS WELL.
STREETLIGHTING IS
NOT REQUIRED FOR
SHORT PLATS OF 4
LOTS OR SMALLER
Subject: Cloud+
Page Label: 7
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/15/2017 5:54:12 PM
Color:
Depth:
ALL INFORMATION ON THIS DETAIL SHOULD
MATCH WHAT IS SHOWN IN THE TIR. ORIFICE
ELEVATIONS ARE MISSING. NO SECOND
ORIFICE IS SHOWN. REVISE.
Subject: Cloud+
Page Label: 7
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/15/2017 5:55:37 PM
Color:
Depth:
REMOVE MESH SCREEN
Subject: Cloud+
Page Label: 7
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/15/2017 10:34:25 AM
Color:
Depth:
WHAT INLET IS THIS?
Subject: Callout
Page Label: 7
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/15/2017 10:23:32 AM
Color:
Depth:
SHOW INLET PIPE AND LABEL PIPE IE IN
Subject: Arrow
Page Label: 7
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/15/2017 10:36:34 AM
Color:
Depth:
Subject: Line
Page Label: 7
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/9/2017 1:49:22 PM
Color:
Depth:
5+&'
.681.7/'5
6'
(.19%10641.4'564+%614
%10641.5647%674'016'5
37#.+6;8#7.65'%6+10$Ä$&'6'06+109#6'437#.+6;8#7.65'%6+1
1.5%4''0
ALL INFORMATION ON THIS
DETAIL SHOULD MATCH
WHAT IS SHOWN IN THE TIR.
ORIFICE ELEVATIONS ARE
MISSING. NO SECOND
ORIFICE IS SHOWN. REVISE.
5+&'
5*'#4)#6'&'6#+.
(.19%10641.5%4''0
REMOVE MESH SCREEN
;8#7.62.#0
MAN ENGINEERINGWHAT INLET IS THIS?
SHOW INLET
PIPE AND LABEL
PIPE IE IN
Subject: Text Box
Page Label: 7
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/14/2017 5:02:02 PM
Color:
Depth:
A SEPARATE BUILDING PERMIT IS REQUIRED
FOR THE STORMWATER DETENTION VAULT.
CONTACT BUILDING DEPARTMENT FOR
SUBMITTAL REQUIREMENTS.
Subject: Cloud+
Page Label: 7
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/15/2017 10:33:18 AM
Color:
Depth:
VAULT BOTTOM SHALL SLOPE AT LEAST 5%
FROM EACH SIDE TOWARDS THE CENTER
FORMING A "V" PER SECTION 5.3.3. SHOW ON
PLAN AND SECTION.
Subject: Callout
Page Label: 7
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/15/2017 10:23:23 AM
Color:
Depth:
SHOW INLET PIPE AND PIPE IE IN
Subject: Cloud+
Page Label: 7
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/15/2017 10:43:48 AM
Color:
Depth:
INCOMPLETE / INCORRECT
Subject: Text Box
Page Label: 7
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/15/2017 5:49:26 PM
Color:
Depth:
SHOW A FOOTING DRAIN FOR THE VAULT
PER RECOMMENDATIONS IN THE
GEOTECHNICAL REPORT. SHOW ON THE
PLANS WHERE THE DRAIN WILL OUTLET.
PROVIDE A DETAIL FOR THE FOOTING DRAIN
INSTALLATION.
Subject: Cloud+
Page Label: 7
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/9/2017 1:48:01 PM
Color:
Depth:
INCOMPLETEDETENTION/
A SEPARATE BUILDING
PERMIT IS REQUIRED FOR
THE STORMWATER
DETENTION VAULT.
CONTACT BUILDING
DEPARTMENT FOR
SUBMITTAL
REQUIREMENTS.
5'%6+10#Ä#PITTMAN ENGINEET VAULT BOTTOM
SHALL SLOPE AT
LEAST 5% FROM
EACH SIDE
TOWARDS THE
CENTER FORMING A
"V" PER SECTION
5.3.3. SHOW ON
PLAN AND SECTION.
SHOW INLET
PIPE AND
PIPE IE IN
(.19%1
INCOMPLETE /
INCORRECT
'016'5
9#6'437#.+6;8#7.65'%6+10#Ä#PITTDETENTION/WQ VAULT PLAN & SECTIONSSHOW A FOOTING DRAIN FOR THE VAULT PER
RECOMMENDATIONS IN THE GEOTECHNICAL
REPORT. SHOW ON THE PLANS WHERE THE
DRAIN WILL OUTLET. PROVIDE A DETAIL FOR
THE FOOTING DRAIN INSTALLATION.
5+&'
8#7.681.7/'5
46#06%1064#%614016'
&'6'06+109#6'437#.+6;8#7.65'%6+10$Ä$INCOMPLETE
Subject: Cloud+
Page Label: 7
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/15/2017 10:19:57 AM
Color:
Depth:
DRAW TO SCALE
Subject: Cloud+
Page Label: 7
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/15/2017 10:35:37 AM
Color:
Depth:
IE IN = 503.16
Subject: Text Box
Page Label: 7
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/9/2017 1:46:50 PM
Color:
Depth:
USE CITY OF RENTON TITLE BLOCK FOR ALL
CIVIL AND LANDSCAPING PLANS
Subject: Line
Page Label: 7
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/9/2017 1:49:26 PM
Color:
Depth:
Subject: Cloud+
Page Label: 7
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/15/2017 10:20:10 AM
Color:
Depth:
DRAW TO SCALE
Subject: Cloud+
Page Label: 7
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/15/2017 5:56:28 PM
Color:
Depth:
THIS SHOULD MATCH WHAT IS SHOWN IN
THE TIR. REVISE.
8#7.681.7/'5
+/2146#06%1064#%614016'
&'6'06+109#6'437#.+6;8#7
DRAW TO SCALE
IE IN = 503.16
LUA ______________________
LND ______________________________
THESE PLANS ARE APPROVED FOR
CONFORMANCE WITH THE CITY OF RENTON
ENGINEERING DIVISION REQUIREMENTS.
.
.
USE CITY OF RENTON TITLE
BLOCK FOR ALL CIVIL AND
LANDSCAPING PLANS
&'6'06+109#6'437#.+6;8#7
DRAW TO SCALE
+/2146#0
&
THIS SHOULD MATCH
WHAT IS SHOWN IN
THE TIR. REVISE.
Subject: Text Box
Page Label: 7
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/15/2017 6:04:40 PM
Color:
Depth:
CONFIRM VAULT SIZING AND WETPOOL
SIZING CONFORM WITH THE KCRTS MODEL
PROVIDED IN THE TIR. COMPLIANCE WILL BE
CHECKED WITH THE RESUBMITTAL.
Subject: Cloud+
Page Label: 7
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/15/2017 10:19:23 AM
Color:
Depth:
DRAW TO SCALE
Subject: Callout
Page Label: 7
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/15/2017 10:44:04 AM
Color:
Depth:
IE OUT: 504.16
Subject: Text Box
Page Label: [1] L-1
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/14/2017 5:01:37 PM
Color:
Depth:
ADDRESS ALL PLANNING AND LANDSCAPE
COMMENTS FROM JILL DING
Subject: Text Box
Page Label: [1] L-1
Lock: Unlocked
Status:
Checkmark: Unchecked
Author: Ian Fitz-James
Date: 3/9/2017 1:46:57 PM
Color:
Depth:
USE CITY OF RENTON TITLE BLOCK FOR ALL
CIVIL AND LANDSCAPING PLANS
CONFIRM VAULT SIZING AND WETPOOL
SIZING CONFORM WITH THE KCRTS MODEL
PROVIDED IN THE TIR. COMPLIANCE WILL
BE CHECKED WITH THE RESUBMITTAL.
&'6'06+109#6'437#.+6;8#7.
DRAW TO SCALE
IE OUT: 504.16
ADDRESS ALL PLANNING
AND LANDSCAPE
COMMENTS FROM JILL DING
USE CITY OF RENTON TITLE
BLOCK FOR ALL CIVIL AND
LANDSCAPING PLANS