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Home My WebLink AboutCD-4172(PUBLIC RIGHT OF WAY)COVER SHEETVICINITY MAPSite PlanUTILITIESPHASINGOWNER:MAGGIE WANGIDEAL LIVING LLC12005 NE 173RD CTBOTHELL, WA 98011CONSULTANTSSURVEY:ABBEY ROAD GROUP LANDDEV. SERVICES COMPANYP.0. BOX 1224PUYALLUP, WA 98371LARRY WALKERLARRY.WALKER@ABBEYROADGROUP.COM(253) 435-3699 W(253) 446-3159 FTABLE OF CONTENTSPROJECT MANAGER:ABBEY ROAD GROUP LANDDEV. SERVICES COMPANYP.O. BOX 1224PUYALLUP, WA 98371(253) 435-3699 W(206) 446-3159 FPHIL.BECKER@ABBEYROADGROUP.COMCIVIL ENGINEER:ABBEY ROAD GROUP LANDDEV. SERVICES COMPANYP.O. BOX 1224PUYALLUP, WA 98371JEFF BROWN, PEJEFF.BROWN@ABBEYROADGROUP.COM(253) 435-3699 W(253) 446-3159 F1833 NE 12TH STSEWER:CITY OF RENTON1055 SOUTH GRADY WAYRENTON, WA 98057(425) 430-7212CABLE:TBDTELEPHONE:COMCAST./CENTURYLINKWATER:CITY OF RENTON1055 SOUTH GRADY WAYRENTON, WA 98057(425) 430-7210POWER:PUGET SOUND ENERGY1101 LAKE WASHINGTON BLVD N.RENTON, WA 98056(888) 225-5773REFUSE:TBDFIRE:TBDSCHOOL:RENTON #403300 SW 7TH STRENTON, WA 98057P: (425) 204-2300GAS:PUGET SOUND ENERGY1101 LAKE WASHINGTON BLVD N.RENTON, WA 98056(888)-225-5773SURVEY DATASITE DATA: ASSESSORS/TAX PARCEL NUMBER(S): 311990-0160 PARCEL/SITE SIZE: 41,000 SF / 0.94 ACRES SECTION/TOWNSHIP/RANGE: 08/23N/05E DEVELOPMENT JURISDICTION: CITY OF RENTON SITE ADDRESS: 1833 NE 12TH STREET RENTON, WA 98056ZONING: R-8 (SINGLE FAMILY)DENSITY:MIN:4 DWELLING UNITSMAX:8 DWELLING UNITSPRESENT USE: VACANT (SINGLE-FAMILY)SENSITIVE AREAS: NOWETLANDS: NOFLOOD PLAIN HAZARD AREAS: NOEROSION HAZARD AREAS: YES (HIGH)LANDSLIDE HAZARD AREAS: YES (HIGH)COAL MINE HAZARD AREAS: NOSEISMIC HAZARD AREAS: NOCREEKS/STREAMS: NOLAKES: NOSTEEP SLOPES(10% OR GREATER): YESVOLCANIC: NOWILDLIFE HABITAT: NOSHORELINE CLASSIFICATION: NOIMPERVIOUS AREAS: 1,040 SF/0.02 ACRESPERVIOUS AREAS: 39,960 SF/ 0.92 ACRESADJACENT ZONING: R-8 (SINGLE FAMILY)SITE SPECIFICATIONS(EXISTING)TRAFFIC ENGINEER:HEATH & ASSOCIATES, INC.2214 TACOMA ROADPUYALLUP, WA 98371GREG HEATH, P.E., P.T.O.E.GHEATH@HEATHTRAFFIC.COM(253) 770-1401 W(253) 720-5445 C(253) 770-1473 FGEOTECHNICAL ENGINEER:ARCHITECT:TOM COLEB9 ARCHITECTS610 2ND AVENUESEATTLE, WA 98104(206) 297-1284LANDSCAPE ARCHITECT:TBDLEGAL DESCRIPTIONHELD CALCULATED GRID BEARING OF SOUTH 89° 33' 29" EAST ALONG NORTH 12THSTREET BETWEEN CITY OF RENTON MONUMENT #71 AND CITY OF RENTONMONUMENT #57, RESPECTIVELY.BASIS OF BEARINGSVERTICAL DATUMNAVD 88 (AS PER CITY OF RENTON)THE NORTH 100 FEET OF TRACT 27, HARRIES GARDEN HOME TRACTS, AS PER PLATRECORDED IN VOLUME 34 OF PLATS, PAGE 38, RECORDS OF KING COUNTYAUDITOR. EXCEPT THE EAST 27 FEET THEREOF FOR ROAD PURPOSES; AND EXCEPTTHAT PORTION AS CONDEMNED BY THE STATE OF WASHINGTON IN SUPERIORCOURT CAUSE NO. 656773; ALSO EXCEPT THAT PORTION CONVEYED TO PUGETSOUND POWER AND LIGHT COMPANY BY DEED RECORDED UNDER REOCRDING NO.7309140293, LYING WESTERLY OF A LINE DRAWN AT RIGHT ANGLES FROM A POINTON THE NORTH LINE 85 FEET EAST FROM THE NORTHWEST CORNER THEREOF;SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON.LAND DEV. MANAGER:KRAZAN & ASSOCIATES825 CENTER STREET, SUITE ATACOMA, WA 98409VIJAY CHAUDHARYVIJAYCHAUDHARY@KRAZAN.COM(253) 939-2500 W(253) 939-2556 FELECTRICAL / MECHANICALTBDFIRE / PLUMBING:STRUCTURAL:PCS STRUCTURAL SOLUTIONS2360 PACIFIC AVENUE, STE 701TACOMA, WA 98402JACK PINKARDJPINKARD@PCS-STRUCTURAL.COM(253) 383-2797 W(253) 383-1557 F(253) 241-5777 CABBEY ROAD GROUP LANDDEV. SERVICES COMPANYGIL HULSMANNP.O. BOX 1224PUYALLUP, WA 98371(253) 435-3699 W(253) 446-3159 FGIL.HULSMANN@ABBEYROADGROUP.COMTBDPROJECT SPECIFICATIONS(PROPOSED DEVELOPMENT AREA)PROJECT DATA:PROJECT NAME: MEI LIN VIEW ABBEY ROAD JOB#: 19-174APPLICANT/AGENT:NAME: ABBEY ROAD GROUP LAND DEVELOPMENT SERVICES COMPANY ADDRESS: P.O. BOX 1224, PUYALLUP WA 98371 PHONE: (253) 435-3699PARCEL NO.311990-0160SITE ADDRESS:1833 NE 12TH STREETRENTON, WA 98056ZONING:RESIDENTIAL 8 (R-8)PARCEL SIZE:41,000 SF/0.94 ACSETBACK:FRONT- 20'REAR -20'SIDE -5'MINIMUM LOT SIZE:5000 SFAVERAGE LOT SIZE:5027 SFSMALLEST LOT SIZE:4979 SFPROPOSED LAND USE:RESIDENTIAL MEDIUM DENSITY (MD)NO. OF DWELLING UNITS:3 PER ACREDOMESTIC WATER SOURCE: CITY OF RENTONSEWAGE DISPOSAL SYSTEM: CITY OF RENTONCIVIL PLANSSHEET 1COVER SHEETSHEET 2MASTER LEGENDSHEET 3EXISTING CONDITIONSSHEET 4PRELIMINARY SHORT PLAT PLANSHEET 5PROPOSED EASEMENT DIMENSIONSSHEET 6TESC PLANSHEET 7TESC NOTESSHEET 8TESC DETAILSSHEET 9GRADING PLANSHEET 10GRADING NOTES & DETAILSSHEET 11DRAINAGE CONTROL PLANSHEET 12DRAINAGE NOTES & DETAILSSHEET 13DRAINAGE NOTES & DETAILSSHEET 14WATER PLANSHEET 15WATER NOTES & DETAILSSHEET 16SANITARY SEWER PLANSHEET 17SANITARY SEWER NOTES & DETAILSSHEET 18FRONTAGE IMPROVEMENT PLANSHEET 19FIRE ACCESS PLANLANDSCAPE PLANSSHEET 1COVER SHEETSHEET 2TREE PLANSHEET 3LANDSCAPE PLANSHEET 4 IRRIGATION PLANSHEET 5LANDSCAPE DETAILSSHEET 6 IRRIGATION DETAILSIN COMPLIANCE WITH CITY OF RENTON STANDARDSL. WALKERJ. BROWNH. JASTRZEMBSKIJ. BROWNG. HULSMANN11/24/2021MEI LIN VIEW1833 NE 12TH STRENTON, WA 98056A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SECTION 08,TOWNSHIP 23 NORTH, RANGE 05 EAST, WILLAMETTE MERIDIANCITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTONMEI LIN VIEWRoadGROUPAbbey2102 E MAIN AVE, SUITE 109 PUYALLUP, WA 98372P.O. Box 1224, Puyallup, WA 98371(253) 435-3699, Fax (253) 446-3159Abbey Road GroupLand DevelopmentServices Company, LLCPR20-000102 LUA20-000060 C21-000342 @ 2021 Abbey Road Group Land Development Services Company, LLC, Puyallup, WA All rights reserved.These drawings, plans, specifications and other documents, including those in electronic form, are owned by Abbey Road Group LandDevelopment Services Company, LLC and it retains all common law, statutory and other reserved rights, including copyrights.These drawings, plans, specifications and other documents cannot be copied, distributed, submitted to others (including governmentalagencies and lenders) without the express written consent of Abbey Road Group Land Development Services Company, LLC.CALL BEFORE YOU DIG (811)WWW.WASHINGTON811.COM19THE CONTRACTOR SHALL VERIFY THE LOCATIONOF ALL EXISTING UTILITIES PRIOR TO ANYCONSTRUCTION. AGENCIES INVOLVED SHALL BENOTIFIED WITHIN A REASONABLE TIME PRIOR TOTHE START OF CONSTRUCTION.CITY OF RENTON REDLINES 3.18.211HJ4/16/2021GHCITY OF RENTON REDLINES 5.24.212HJ5/27/2021GHCITY OF RENTON REDLINES 7.21.213HJ7/27/2021GHR-417201S-417201W-417201COVER SHEET1" = 40'CONDITIONS OF APPROVAL1. THE APPLICANT SHALL COMPLY WITH THE MITIGATION MEASURE ISSUED AS PARTOF THE DETERMINATION OF NON-SIGNIFICANCE MITIGATED, DATED AUGUST 10,2020.2. THE APPLICANT SHALL ADHERE TO THE RECOMMENDATIONS CONTAINED IN THETREE RETENTION PLAN PREPARED BY ASPEN DESIGN GROUP AND DATEDFEBRUARY 18, 2020, OR AN UPDATED REPORT SUBMITTED AT A LATER DATE.3. THE APPLICANT SHALL ADD A NOTE TO THE FACE OF THE PLAT THAT INCLUDESLANGUAGE REQUIRING ANY FUTURE HOME ON PROPOSED LOT 3 TO BECONSTRUCTED PER THE DEVELOPMENT STANDARDS IN PLACE AT THE TIME OFBUILDING PERMIT APPLICATION WITHOUT A VARIANCE OR MODIFICATION. THEAPPLICANT SHALL PROVIDE A COPY OF THE PROPOSED PREVENTATIVE LANGUAGEAT THE TIME OF FINAL SHORT PLAT APPLICATION FOR REVIEW AND APPROVAL BYTHE CURRENT PLANNING PROJECT MANAGER.4. THE APPLICANT SHALL UTILIZE A JOINT-USE DRIVEWAY OFF OF NE 12TH ST FORACCESS TO PROPOSED LOTS 1 AND 2. A NOTE TO THIS EFFECT SHALL BERECORDED ON THE FACE OF THE PLAT.5. THE APPLICANT SHALL SUBMIT AN UPDATED SHORT PLAT MAP THAT SHOWS THEENTIRE NATIVE GROWTH PROTECTION AREA WITHIN A SEPARATE TRACT. INADDITION , THE UPDATED MAP SHALL DEMONSTRATE COMPLIANCE WITH THE R-8LOT WIDTH, DEPTH, AND SIZE STANDARDS FOR EACH PROPOSED NEW LOT. THEUPDATED MAP SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THECURRENT PLANNING PROJECT MANAGER AT THE TIME OF CIVIL CONSTRUCTIONPERMIT APPLICATION.6. THE APPLICANT SHALL CREATE AND RECORD A NATIVE GROWTH PROTECTIONEASEMENT (NGPE) FOR THE AREA CONTAINED WITHIN THE PROTECTED SLOPESAND ASSOCIATED BUFFERS OVER THE UPDATED CRITICAL AREAS TRACT PRIOR TOOR CONCURRENT WITH SHORT PLAT RECORDING. EACH OWNER OF LOTS 1-3 SHALLHAVE A FRACTIONAL INTEREST IN THE CRITICAL AREAS TRACT IN ORDER TOPROTECT THE TRACT IN PERPETUITY.WTRP-27-4172 TED-40-4172 1DEVELOPMENT ENGINEERINGNJanders 12/20/2021SURFACE WATER UTILITYJFarah 12/20/2021WASTEWATER UTILITYJStowell 12/21/2021WATER UTILITYIFitzJames 12/21/2021REGIONAL FIRE AUTHORITYcthomas 12/21/2021APPROVED MASTER LEGENDWCMCMCWCSEPT.IN.SANITARY/STORMS.S.CHANNELIZATIONCHANNELIZATIONSIGNALIZATIONSIGNALIZATIONSP.SP.TTPPUTILITIESWATERS.BUSBUSSURFACE FEATURESCLEARING LIMITSFILTER FABRIC FENCECONCRETEASPHALTINTERCEPTOR SWALEPARKING COUNT1010AC = ASPHALTIC CONCRETE SURFACEBRW = BOTTOM OF RETAINING WALLBR = BOTTOM OF ROCKERYBS = BOTTOM OF SWALECB = CATCH BASIN CC=CONCRETE CURBCG = CONCRETE GUTTERCL = CENTERLINECONC = CONCRETECTR = CENTERDI = DUCTILE IRONEA = EDGE OF ASPHALTEX = EXISTINGFF = FINISH FLOORFL = FLOW LINEG = GAS MAINHC = HANDICAP PARKING STALLIE = NVERT ELEVATIONLS = LANDSCAPEOHP = OVERHEAD POWERP = PROPERTY LINEL PT = POINTPVC = POLY VINYL CHLORIDER = RADIUSROW = RIGHT OF WAYSF = SQUARE FEETSL = SLOPESS = SANITARY SEWERSSCO = SANITATY SEWER CLEANOUTSSMH = SANITARTY SEWER MANHOLESD = STORM DRAINTA = TOP OF ASPHALTTC = TOP OF CONCRETETRW = TOP OF RETAINING WALLTR = TOP OF ROCKERYTW = TOP OF SIDEWALKTYP = TYPICALW = WATERVP = VENT PIPE(P) = PER PLAT UNDER RECORDING(M) = MEASURED DATA(R) = RECORD DATAABBREVIATIONSSURFACESSURVEYIN COMPLIANCE WITH CITY OF RENTON STANDARDSL. WALKERJ. BROWNH. JASTRZEMBSKIJ. BROWNG. HULSMANN11/24/2021MEI LIN VIEW1833 NE 12TH STRENTON, WA 98056A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SECTION 08,TOWNSHIP 23 NORTH, RANGE 05 EAST, WILLAMETTE MERIDIANCITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTONMEI LIN VIEWRoadGROUPAbbey2102 E MAIN AVE, SUITE 109 PUYALLUP, WA 98372P.O. Box 1224, Puyallup, WA 98371(253) 435-3699, Fax (253) 446-3159Abbey Road GroupLand DevelopmentServices Company, LLCPR20-000102 LUA20-000060 C21-000342 @ 2021 Abbey Road Group Land Development Services Company, LLC, Puyallup, WA All rights reserved.These drawings, plans, specifications and other documents, including those in electronic form, are owned by Abbey Road Group LandDevelopment Services Company, LLC and it retains all common law, statutory and other reserved rights, including copyrights.These drawings, plans, specifications and other documents cannot be copied, distributed, submitted to others (including governmentalagencies and lenders) without the express written consent of Abbey Road Group Land Development Services Company, LLC.CALL BEFORE YOU DIG (811)WWW.WASHINGTON811.COM19THE CONTRACTOR SHALL VERIFY THE LOCATIONOF ALL EXISTING UTILITIES PRIOR TO ANYCONSTRUCTION. AGENCIES INVOLVED SHALL BENOTIFIED WITHIN A REASONABLE TIME PRIOR TOTHE START OF CONSTRUCTION.CITY OF RENTON REDLINES 3.18.211HJ4/16/2021GHCITY OF RENTON REDLINES 5.24.212HJ5/27/2021GHCITY OF RENTON REDLINES 7.21.213HJ7/27/2021GHR-417202S-417202W-417202MASTER LEGEND2WTRP-27-4172 TED-40-4172 DEVELOPMENT ENGINEERINGNJanders 12/20/2021WASTEWATER UTILITYJStowell 12/21/2021 NE 12TH ST(PUBLIC RIGHT OF WAY)MONTEREY AVE NE EXISTING CONDITIONSIN COMPLIANCE WITH CITY OF RENTON STANDARDSL. WALKERJ. BROWNH. JASTRZEMBSKIJ. BROWNG. HULSMANN11/24/2021MEI LIN VIEW1833 NE 12TH STRENTON, WA 98056A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SECTION 08,TOWNSHIP 23 NORTH, RANGE 05 EAST, WILLAMETTE MERIDIANCITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTONMEI LIN VIEWRoadGROUPAbbey2102 E MAIN AVE, SUITE 109 PUYALLUP, WA 98372P.O. Box 1224, Puyallup, WA 98371(253) 435-3699, Fax (253) 446-3159Abbey Road GroupLand DevelopmentServices Company, LLCPR20-000102 LUA20-000060 C21-000342 @ 2021 Abbey Road Group Land Development Services Company, LLC, Puyallup, WA All rights reserved.These drawings, plans, specifications and other documents, including those in electronic form, are owned by Abbey Road Group LandDevelopment Services Company, LLC and it retains all common law, statutory and other reserved rights, including copyrights.These drawings, plans, specifications and other documents cannot be copied, distributed, submitted to others (including governmentalagencies and lenders) without the express written consent of Abbey Road Group Land Development Services Company, LLC.CALL BEFORE YOU DIG (811)WWW.WASHINGTON811.COM19THE CONTRACTOR SHALL VERIFY THE LOCATIONOF ALL EXISTING UTILITIES PRIOR TO ANYCONSTRUCTION. AGENCIES INVOLVED SHALL BENOTIFIED WITHIN A REASONABLE TIME PRIOR TOTHE START OF CONSTRUCTION.CITY OF RENTON REDLINES 3.18.211HJ4/16/2021GHCITY OF RENTON REDLINES 5.24.212HJ5/27/2021GHCITY OF RENTON REDLINES 7.21.213HJ7/27/2021GHTED-40-4172 R-4172031" = 20'EXISTING CONDITIONSPROFESSIONALLANDSURVEYOR 3 MONTEREY AVE NE NE 12TH ST(PUBLIC RIGHT OF WAY)PRELIMINARY SHORT PLAT PLANIN COMPLIANCE WITH CITY OF RENTON STANDARDSL. WALKERJ. BROWNH. JASTRZEMBSKIJ. BROWNG. HULSMANN11/24/2021MEI LIN VIEW1833 NE 12TH STRENTON, WA 98056A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SECTION 08,TOWNSHIP 23 NORTH, RANGE 05 EAST, WILLAMETTE MERIDIANCITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTONMEI LIN VIEWRoadGROUPAbbey2102 E MAIN AVE, SUITE 109 PUYALLUP, WA 98372P.O. Box 1224, Puyallup, WA 98371(253) 435-3699, Fax (253) 446-3159Abbey Road GroupLand DevelopmentServices Company, LLCPR20-000102 LUA20-000060 C21-000342 @ 2021 Abbey Road Group Land Development Services Company, LLC, Puyallup, WA All rights reserved.These drawings, plans, specifications and other documents, including those in electronic form, are owned by Abbey Road Group LandDevelopment Services Company, LLC and it retains all common law, statutory and other reserved rights, including copyrights.These drawings, plans, specifications and other documents cannot be copied, distributed, submitted to others (including governmentalagencies and lenders) without the express written consent of Abbey Road Group Land Development Services Company, LLC.CALL BEFORE YOU DIG (811)WWW.WASHINGTON811.COM19THE CONTRACTOR SHALL VERIFY THE LOCATIONOF ALL EXISTING UTILITIES PRIOR TO ANYCONSTRUCTION. AGENCIES INVOLVED SHALL BENOTIFIED WITHIN A REASONABLE TIME PRIOR TOTHE START OF CONSTRUCTION.CITY OF RENTON REDLINES 3.18.211HJ4/16/2021GHCITY OF RENTON REDLINES 5.24.212HJ5/27/2021GHCITY OF RENTON REDLINES 7.21.213HJ7/27/2021GHPRELIMINARY SHORT PLAT PLANTED-40-4172 R-4172041" = 20'LOT CALCULATIONS KEYNOTES:LOT WIDTH / LOT DEPTH MEASUREMENTS PER COR 4-11-120LOT DEPTH SHALL BE THE HORIZONTAL DISTANCE BETWEEN THE FRONT AND REAR LOT LINES, MEASURED FROM MIDPOINTTO MIDPOINT, EXCEPT IN THE CASE OF FLAG SHAPED AND IRREGULAR LOTS. FOR IRREGULARLY SHAPED LOTS, THE LOTDEPTH SHALL BE MEASURED TO THE MIDPOINT OF AN IMAGINARY LINE AT LEAST 15' IN LENGTH LOCATED ENTIRELY WITHINTHE LOT AND FARTHEST REMOVED AND PARALLEL TO THE FRONT LINE OR ITS TANGENT.LOT WIDTH SHALL BE MEASURED PERPENDICULAR TO AND AT THE MIDPOINT OF THE LINE USED TO DETERMINE LOT DEPTH.4PROFESSIONALLANDSURVEYOR PROPOSED EASEMENT DIMENSIONSPROPOSED 15' EXCLUSIVE STORM EASEMENT DIMENSIONSPROPOSED 20' X 52' NON-EXCLUSIVE INGRESS AND EGRESS EASEMENT DIMENSIONSIN COMPLIANCE WITH CITY OF RENTON STANDARDSL. WALKERJ. BROWNH. JASTRZEMBSKIJ. BROWNG. HULSMANN11/24/2021MEI LIN VIEW1833 NE 12TH STRENTON, WA 98056A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SECTION 08,TOWNSHIP 23 NORTH, RANGE 05 EAST, WILLAMETTE MERIDIANCITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTONMEI LIN VIEWRoadGROUPAbbey2102 E MAIN AVE, SUITE 109 PUYALLUP, WA 98372P.O. Box 1224, Puyallup, WA 98371(253) 435-3699, Fax (253) 446-3159Abbey Road GroupLand DevelopmentServices Company, LLCPR20-000102 LUA20-000060 C21-000342 @ 2021 Abbey Road Group Land Development Services Company, LLC, Puyallup, WA All rights reserved.These drawings, plans, specifications and other documents, including those in electronic form, are owned by Abbey Road Group LandDevelopment Services Company, LLC and it retains all common law, statutory and other reserved rights, including copyrights.These drawings, plans, specifications and other documents cannot be copied, distributed, submitted to others (including governmentalagencies and lenders) without the express written consent of Abbey Road Group Land Development Services Company, LLC.CALL BEFORE YOU DIG (811)WWW.WASHINGTON811.COM19THE CONTRACTOR SHALL VERIFY THE LOCATIONOF ALL EXISTING UTILITIES PRIOR TO ANYCONSTRUCTION. AGENCIES INVOLVED SHALL BENOTIFIED WITHIN A REASONABLE TIME PRIOR TOTHE START OF CONSTRUCTION.CITY OF RENTON REDLINES 3.18.211HJ4/16/2021GHCITY OF RENTON REDLINES 5.24.212HJ5/27/2021GHCITY OF RENTON REDLINES 7.21.213HJ7/27/2021GHPROPOSED EASEMENT DIMENSIONSTED-40-4172 R-4172051" = 20'5PROFESSIONALLANDSURVEYOR DEVELOPMENT ENGINEERINGNJanders 12/20/2021 NE 12TH ST(PUBLIC RIGHT OF WAY)TESC PLANCONSTRUCTION SEQUENCE:1.PRIOR TO CONSTRUCTION OBTAIN ALL APPLICABLE DEMOLITION AND CONSTRUCTION PERMITS.2.ENSURE THAT ALL NECESSARY PRE-CONSTRUCTION MEETINGS HAVE BEEN HELD PRIOR TO DEMOLITION ACTIVITIES.3.LOCATE EXISTING UTILITIES AND INITIATE COORDINATION WITH UTILITY AGENCIES.4.PROVIDE AND/OR ARRANGE FOR DISCONNECTION OF EXISTING SERVICES.5.INSTALLATION OF EROSION CONTROL MEASURES SHALL OCCUR PRIOR TO DEMOLITION, CLEARING AND GRADING. 6. INSTALL TEMPORARY CONSTRUCTION ENTRANCE AT APPROVED LOCATION. (THIS SHEET) IMPLEMENT OTHER SILTATION CONTROL MEASURES AS DIRECTED BY THE CITY OF RENTON AUTHORITIES AND AS SHOWN ON THIS PLAN. 7. PROVIDE TEMPORARY CATCH BASIN SILT TRAPS ON CATCH BASINS, PER DETAIL, SHEET 8.8.BEGIN DEMOLITION ACTIVITIES AS SHOWN ON PLAN.9.AS SITE IS CLEARED OF BUILDINGS, FENCES, VEGETATION, ETC.,10.STRIP BUILDING AND PAVEMENT AREAS.11.OVER-EXCAVATE AND REMOVE MATERIAL TO DEPTH SPECIFIED IN SOILS REPORT.12.PLACE AND COMPACT FILL MATERIAL IN ACCORDANCE WITH SOILS ENGINEER RECOMMENDATIONS AND/OR PROJECT SPECIFICATIONS.13.BEGIN SITE STRUCTURES AND INSTALL REMAINDER OF PERMANENT STORM DRAINAGE SYSTEM PER GRADING AND STORM DRAINAGE PLAN.14.FINAL GRADE, COMPLETE SITE WORK AND PAVE SITE.15.LANDSCAPE AND PROVIDE FINAL STABILIZATION.16.OBTAIN FINAL SITE APPROVAL FROM FIELD ENGINEER AND CITY OFFICIALS.TESC CONSTRUCTION KEYNOTES:CONSTRUCTION ENTRANCE PER DETAIL SHEET 8.SILT FENCE PER DETAIL SHEET 8.TEMPORARY INLET PROTECTION PER DETAIL SHEET 8.CLEARING LIMITS TO BE MARKED.MAINTAIN VEGETATION.PROTECT EXISTING UTILITIES. AS NEEDED.ERECT 6-FOOT TALL TEMPORARY CHAIN-LINK FENCE AT EDGE OF 15-FOOT BUFFER AND ADDITIONAL 15-FOOT SETBACK.INSTALL WARNING SIGNAGE REGARDING THE RISKS OF ANY DISTURBING VEGETATION OR EARTH IN THE BUFFER ORSETBACK AREA.IN COMPLIANCE WITH CITY OF RENTON STANDARDSL. WALKERJ. BROWNH. JASTRZEMBSKIJ. BROWNG. HULSMANN11/24/2021MEI LIN VIEW1833 NE 12TH STRENTON, WA 98056A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SECTION 08,TOWNSHIP 23 NORTH, RANGE 05 EAST, WILLAMETTE MERIDIANCITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTONMEI LIN VIEWRoadGROUPAbbey2102 E MAIN AVE, SUITE 109 PUYALLUP, WA 98372P.O. Box 1224, Puyallup, WA 98371(253) 435-3699, Fax (253) 446-3159Abbey Road GroupLand DevelopmentServices Company, LLCPR20-000102 LUA20-000060 C21-000342 @ 2021 Abbey Road Group Land Development Services Company, LLC, Puyallup, WA All rights reserved.These drawings, plans, specifications and other documents, including those in electronic form, are owned by Abbey Road Group LandDevelopment Services Company, LLC and it retains all common law, statutory and other reserved rights, including copyrights.These drawings, plans, specifications and other documents cannot be copied, distributed, submitted to others (including governmentalagencies and lenders) without the express written consent of Abbey Road Group Land Development Services Company, LLC.CALL BEFORE YOU DIG (811)WWW.WASHINGTON811.COM19THE CONTRACTOR SHALL VERIFY THE LOCATIONOF ALL EXISTING UTILITIES PRIOR TO ANYCONSTRUCTION. AGENCIES INVOLVED SHALL BENOTIFIED WITHIN A REASONABLE TIME PRIOR TOTHE START OF CONSTRUCTION.CITY OF RENTON REDLINES 3.18.211HJ4/16/2021GHCITY OF RENTON REDLINES 5.24.212HJ5/27/2021GHCITY OF RENTON REDLINES 7.21.213HJ7/27/2021GHTESC PLANTED-40-4172 R-4172061" = 20'6SILT FENCECLEARING LIMITS2727DEVELOPMENT ENGINEERINGNJanders 12/20/2021 INSPECTION SEQUENCETEMPORARY EROSION AND SEDIMENT CONTROL MEASURES REQUIRING INSPECTIONFOR THIS PROJECT:1.CLEARING AND GRADING LIMITS2.TEMPORARY CONSTRUCTION ENTRANCE (ONSITE PLANS)3.TEMPORARY SILTATION FENCING4.VEGETATION AND STABILIZATION OF EXPOSED SURFACES5.STOCKPILE PLASTIC SHEETING (ONSITE PLANS)PERMANENT EROSION AND SEDIMENT CONTROL MEASURES REQUIRED FOR THISPROJECT:1.SEEDING AND/OR LANDSCAPING AND SOIL AMENDMENTS OF NON-IMPERVIOUSSURFACES.2.ASPHALT PAVING, CURB AND GUTTER, AND SIDEWALK.3.CATCH BASINS.SEEDING NOTES1.SEED MIXTURE SHALL COMPLY WITH TABLE D.2.1.2.B AND APPLICATION PERD.2.1.2.6.2.SEED BEDS PLANTED BETWEEN MAY 1 AND OCTOBER 31 WILL REQUIREIRRIGATION AND OTHER MAINTENANCE AS NECESSARY TO FOSTER ANDPROTECT THE ROOT STRUCTURE.3.FOR SEED BEDS PLANTED BETWEEN OCTOBER 31 AND APRIL 30, ARMORING OFTHE SEED BED WILL BE NECESSARY. (E.G., GEOTEXTILES, JUTE MAT, CLEARPLASTIC COVERING)4.BEFORE SEEDING, INSTALL NEEDED SURFACE RUNOFF CONTROL MEASURESSUCH AS GRADIENT TERRACES, INTERCEPTOR DIKES, SWALES, LEVELSPREADERS AND SEDIMENT BASINS.5.THE SEEDBED SHALL BE FIRM WITH A FAIRLY FINE SURFACE. FOLLOWINGSURFACE ROUGHENING, PERFORM ALL OPERATIONS ACROSS OR AT RIGHTANGLES TO THE SLOPE.6.FERTILIZERS ARE TO BE USED ACCORDING TO SUPPLIERS RECOMMENDATIONS.AMOUNTS USED SHOULD BE MINIMIZED, ESPECIALLY ADJACENT TO WATERBODIES AND WETLANDS.7.EROSION CONTROL SEEDING SHALL NOT BE USED IN AREAS SUBJECT TO WEARBY CONSTRUCTION TRAFFIC.8.EROSION CONTROL SEEDING MAY BE USED IN ALL AREAS OF 5% OR LESSSLOPE. IN AREAS BETWEEN 5 AND 10% SLOPE, EROSION CONTROL SEEDINGMAY BE USED FOR A MAXIMUM HORIZONTAL DISTANCE OF 100 FEET. USE MULCHOR NETTING OR OTHER TREATMENTS FOR STEEPER AND LONGER SLOPES.STORMWATER NOTES1.ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CITYSTANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTONSTANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION(WSDOT/APWA) AND AS AMENDED BY THE CITY OR THE STATE.2.TEMPORARY EROSION/WATER POLLUTION PREVENTION MEASURES SHALL BEREQUIRED IN ACCORDANCE WITH THE 2017 CITY OF RENTON SURFACE WATERDESIGN MANUAL APPENDIX D.SHOULD THE TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURESAS SHOWN ON THIS DRAWING NOT PROVE TO BE ADEQUATE TO CONTROLEROSION AND SEDIMENTATION, THE APPLICANT/CONTRACTOR SHALL INSTALLADDITIONAL FACILITIES AS NECESSARY TO PROTECT ADJACENT PROPERTIES,SENSITIVE AREAS, NATURAL WATER COURSES, AND/OR STORM DRAINAGESYSTEMS.3.CALL THE UNDERGROUND LOCATE LINE 1-800-424-5555 A MINIMUM OF 48 HOURSPRIOR TO ANY EXCAVATIONS.4.THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TOAPPROVED PLANS ON FILE WITH THE CITY (TYP.). ANY SIGNIFICANT DEVIATIONFROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THECITY.5.A COPY OF THE APPROVED CONSTRUCTION STORMWATER POLLUTIONPREVENTION PLAN AND STORMWATER PLANS MUST BE ON THE JOB SITEWHENEVER CONSTRUCTION IS IN PROGRESS.6.ALL EROSION CONTROL AND STORMWATER FACILITIES SHALL BE REGULARLYINSPECTED AND MAINTAINED BY THE DESIGNATED CERTIFIED EROSION ANDSEDIMENT CONTROL LEAD (CESCL) DURING CONSTRUCTION.7.IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAINSTREET USE AND OTHER RELATED OR REQUIRED PERMITS PRIOR TO ANYCONSTRUCTION ACTIVITY IN THE MUNICIPALITY'S RIGHT OF WAY. IT SHALL ALSOBE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL REQUIREDPERMITS PRIOR TO ANY CONSTRUCTION. THE CONTRACTOR SHALL ABIDE BYALL REQUIREMENTS FOR TRAFFIC CONTROL & SAFETY WHEN WORKING IN THEROAD RIGHT OF WAY.8.THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN THE EVENT ORDISCOVERY OF POOR SOILS, STANDING GROUNDWATER, OR SEVEREDISCREPANCIES FROM SOIL LOG DESCRIPTIONS AS NOTED ON THE PLANS.9.FOR PUBLIC SYSTEMS, THE CONTRACTOR SHALL CALL FOR INSPECTION 48HOURS PRIOR TO COVERING ANY DRAINAGE STRUCTURE.10.ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLE, NOTLOCATED WITHIN A TRAVELED ROADWAY OR SIDEWALK, SHALL HAVE LOCKINGLIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENTRETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS.TESC NOTESSOIL AMENDMENT NOTESSOIL AMENDMENTALL AREAS SUBJECT TO CLEARING AND GRADING THAT HAVE NOT BEEN COVERED BYIMPERVIOUS SURFACE, INCORPORATED INTO A DRAINAGE FACILITY OR ENGINEEREDAS STRUCTURAL FILL OR SLOPE SHALL, AT PROJECT COMPLETION, DEMONSTRATETHE FOLLOWING:·A TOPSOIL LAYER WITH A MINIMUM ORGANIC MATTER CONTENT OF TEN PERCENT DRY WEIGHT IN PLANTING BEDS, AND 5% ORGANIC MATTER CONTENT IN TURF AREAS, AND A PH FROM 6.0 TO 8.0 OR MATCHING THE PH OFTHE ORIGINAL UNDISTURBED SOIL.·THE TOPSOIL LAYER SHALL HAVE A MINIMUM DEPTH OF EIGHT INCHES EXCEPTWHERE TREE ROOTS LIMIT THE DEPTH OF INCORPORATION OF AMENDMENTSNEEDED TO MEET THE CRITERIA. SUBSOILS BELOW THE TOPSOIL LAYER SHOULD BE SCARIFIED 4 TO 12 INCHES WITH SOME INCORPORATION OF THEUPPER MATERIAL TO AVOID STRATIFIED LAYERS, WHERE FEASIBLE.AFTER PLANTING, MULCH PLANTING BEDS WITH 2 INCHES OF ORGANIC MATERIALS.QUALITY OF COMPOST AND OTHER MATERIALS USED TO MEET THE ORGANICCONTENT REQUIREMENTS:·THE ORGANIC CONTENT FOR "PRE-APPROVED" AMENDMENT RATES CAN BE MET ONLY USING COMPOST MEETING THE COMPOST SPECIFICATION FOR BIORETENTION (SEE SECTION C2.6 OF THE COR SURFACE WATER DESIGN MANUAL), WITH THE EXCEPTION THAT THE COMPOST MAY HAVE UP TO 35 PERCENT BIOSOLIDS OR MANURE. THE COMPOST MUST HAVE AN ORGANIC MATTER CONTENT OF 40 PERCENT TO 65 PERCENT, AND A CARBON TO NITROGEN RATIO BELOW 25:1. THE CARBON TO NITROGEN RATIO MAY BE AS HIGH AS 35:1 FOR PLANTINGS COMPOSED ENTIRELY OF PLANTS NATIVE TO THE PUGET SOUND LOWLANDS REGION.·CALCULATED AMENDMENT RATES MAY BE MET THROUGH USE OF COMPOSTEDMATERIALS AS DEFINED ABOVE; OR OTHER ORGANIC MATERIALS AMENDED TOMEET THE CARBON TO NITROGEN RATIO REQUIREMENTS, AND NOT EXCEEDING THE CONTAINMENT LIMITS IDENTIFIED IN TABLE 220-B, TESTING PARAMETERS, IN WAC 173-350-220.THE RESULTING SOIL IS CONDUCIVE TO THE TYPE OF VEGETATION TO BEESTABLISHED.MAINTENANCEREPLENISH THE SOUL ORGANIC MATTER BY LEAVING LEAF LITTER AND GRASSCLIPPINGS ONSITE (OR BY ADDING COMPOST AND MULCH REGULARLY). THIS BMP ISDESIGNED TO REDUCE THE NEED FOR IRRIGATION, FERTILIZERS, HERBICIDES, ANDPESTICIDES.SOIL QUALITY AND DEPTH SHOULD BE ESTABLISHED TOWARD THE END OFCONSTRUCTION AND ONCE ESTABLISHED, SHOULD BE PROTECTED FROMCOMPACTION, SUCH AS FROM LARGE MACHINERY USE, AND FROM EROSION.EROSION CONTROL SEED MIXTURESOIL STOCKPILE NOTES1.STOCKPILES SHALL BE STABILIZED (WITH PLASTIC COVERING OR OTHERAPPROVED DEVICE) DAILY BETWEEN OCTOBER 1 TO APRIL 30.2.IN ANY SEASON, SEDIMENT LEACHING FROM STOCK PILES MUST BEPREVENTED.3.TOPSOIL SHALL NOT BE PLACED WHILE IN A FROZEN OR MUDDY CONDITION,WHEN THE SUBGRADE IS EXCESSIVELY WET, OR WHEN CONDITIONS EXISTTHAT MAY OTHERWISE BE DETRIMENTAL TO PROPER GRADING OR PROPOSEDSODDING OR SEEDING.4.PREVIOUSLY ESTABLISHED GRADES ON THE AREAS TO BE TOPSOILED SHALLBE MAINTAINED ACCORDING TO THE APPROVED PLAN.5.STOCKPILES MUST BE LOCATED MORE THAN 50 FEET FROM ALL DRAINAGEFACILITIES.PLASTIC COVERING NOTES1.PLASTIC SHEETING SHALL HAVE A MINIMUM THICKNESS OF 6 MILS AND SHALLMEET THE REQUIREMENTS OF THE 2017 CITY OF RENTON SURFACE WATERDESIGN MANUAL SECTION D.2.1.2.4.2.COVERING SHALL BE INSTALLED AND MAINTAINED TIGHTLY IN PLACE BY USINGSANDBAGS OR TIRES ON ROPES WITH A MAXIMUM 10-FOOT GRID SPACING INALL DIRECTIONS. ALL SEAMS SHALL BE TAPED OR WEIGHTED DOWN FULLLENGTH AND THERE SHALL BE AT LEAST A 12 INCH OVERLAP OF ALL SEAMS.3.CLEAR PLASTIC COVERING SHALL BE INSTALLED IMMEDIATELY ON AREASSEEDED BETWEEN NOVEMBER 1 AND MARCH 31 AND REMAIN UNTILVEGETATION IS FIRMLY ESTABLISHED.4.WHEN THE COVERING IS USED ON UN-SEEDED SLOPES, IT SHALL BE KEPT INPLACE UNTIL THE NEXT SEEDING PERIOD.5.PLASTIC COVERING SHEETS SHALL BE BURIED TWO FEET AT THE TOP OFSLOPES IN ORDER TO PREVENT SURFACE WATER FLOW BENEATH SHEETS.6.PROPER MAINTENANCE INCLUDES REGULAR CHECKS FOR RIPS ANDDISLODGED ENDS.MULCHING NOTES1.MULCH MATERIALS USED SHALL BE HAY OR STRAW AND SHALL BE APPLIED ATA RATE PER TABLE D.2.1.2.A.2.MULCHES SHALL BE APPLIED IN ALL AREAS WITH EXPOSED SLOPES GREATERTHAN 2:1.3.MULCHING SHALL BE USED IMMEDIATELY AFTER SEEDING OR IN AREAS WHICHCANNOT BE SEEDED BECAUSE OF THE SEASON.4.ALL AREAS NEEDING MULCH SHALL BE COVERED BY NOVEMBER 1.INSPECTION SCHEDULE1.SILTATION FENCE - INSPECT: PRIOR TO CLEARING, AFTER MAJOR STORMEVENTS, MONTHLY.2.TEMPORARY CONSTRUCTION ENTRANCE - INSPECT: PRIOR TO CLEARING,AFTER MAJOR STORM EVENTS, MONTHLY.3.STOCKPILES - INSPECT: MONTHLY AND AFTER MAJOR STORM EVENTS FORRIPPING AND LOOSE SEAMS.4.INSPECTIONS SHALL CONTINUE UNTIL SITE HAS BEEN STABILIZED.THE ESC LEAD FOR THIS PROJECT WILL BE DECIDED BY THE CONTRACTOR.(A "MAJOR STORM EVENT" IS DESCRIBED AS 0.5" OR MORE INCHES OF RAINFALL IN APERIOD OF 24 HOURS OR LESS.)IN COMPLIANCE WITH CITY OF RENTON STANDARDSL. WALKERJ. BROWNH. JASTRZEMBSKIJ. BROWNG. HULSMANN11/24/2021MEI LIN VIEW1833 NE 12TH STRENTON, WA 98056A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SECTION 08,TOWNSHIP 23 NORTH, RANGE 05 EAST, WILLAMETTE MERIDIANCITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTONMEI LIN VIEWRoadGROUPAbbey2102 E MAIN AVE, SUITE 109 PUYALLUP, WA 98372P.O. Box 1224, Puyallup, WA 98371(253) 435-3699, Fax (253) 446-3159Abbey Road GroupLand DevelopmentServices Company, LLCPR20-000102 LUA20-000060 C21-000342 @ 2021 Abbey Road Group Land Development Services Company, LLC, Puyallup, WA All rights reserved.These drawings, plans, specifications and other documents, including those in electronic form, are owned by Abbey Road Group LandDevelopment Services Company, LLC and it retains all common law, statutory and other reserved rights, including copyrights.These drawings, plans, specifications and other documents cannot be copied, distributed, submitted to others (including governmentalagencies and lenders) without the express written consent of Abbey Road Group Land Development Services Company, LLC.CALL BEFORE YOU DIG (811)WWW.WASHINGTON811.COM19THE CONTRACTOR SHALL VERIFY THE LOCATIONOF ALL EXISTING UTILITIES PRIOR TO ANYCONSTRUCTION. AGENCIES INVOLVED SHALL BENOTIFIED WITHIN A REASONABLE TIME PRIOR TOTHE START OF CONSTRUCTION.CITY OF RENTON REDLINES 3.18.211HJ4/16/2021GHCITY OF RENTON REDLINES 5.24.212HJ5/27/2021GHCITY OF RENTON REDLINES 7.21.213HJ7/27/2021GHTED-40-4172 R-417207TESC NOTES7DEVELOPMENT ENGINEERINGNJanders 12/20/2021 TESC DETAILSIN COMPLIANCE WITH CITY OF RENTON STANDARDSL. WALKERJ. BROWNH. JASTRZEMBSKIJ. BROWNG. HULSMANN11/24/2021MEI LIN VIEW1833 NE 12TH STRENTON, WA 98056A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SECTION 08,TOWNSHIP 23 NORTH, RANGE 05 EAST, WILLAMETTE MERIDIANCITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTONMEI LIN VIEWRoadGROUPAbbey2102 E MAIN AVE, SUITE 109 PUYALLUP, WA 98372P.O. Box 1224, Puyallup, WA 98371(253) 435-3699, Fax (253) 446-3159Abbey Road GroupLand DevelopmentServices Company, LLCPR20-000102 LUA20-000060 C21-000342 @ 2021 Abbey Road Group Land Development Services Company, LLC, Puyallup, WA All rights reserved.These drawings, plans, specifications and other documents, including those in electronic form, are owned by Abbey Road Group LandDevelopment Services Company, LLC and it retains all common law, statutory and other reserved rights, including copyrights.These drawings, plans, specifications and other documents cannot be copied, distributed, submitted to others (including governmentalagencies and lenders) without the express written consent of Abbey Road Group Land Development Services Company, LLC.CALL BEFORE YOU DIG (811)WWW.WASHINGTON811.COM19THE CONTRACTOR SHALL VERIFY THE LOCATIONOF ALL EXISTING UTILITIES PRIOR TO ANYCONSTRUCTION. AGENCIES INVOLVED SHALL BENOTIFIED WITHIN A REASONABLE TIME PRIOR TOTHE START OF CONSTRUCTION.CITY OF RENTON REDLINES 3.18.211HJ4/16/2021GHCITY OF RENTON REDLINES 5.24.212HJ5/27/2021GHCITY OF RENTON REDLINES 7.21.213HJ7/27/2021GHTED-40-4172 R-417208TESC DETAILS8DEVELOPMENT ENGINEERINGNJanders 12/20/2021 MONTEREY AVE NE NE 12TH ST(PUBLIC RIGHT OF WAY)IN COMPLIANCE WITH CITY OF RENTON STANDARDSL. WALKERJ. BROWNH. JASTRZEMBSKIJ. BROWNG. HULSMANN11/24/2021MEI LIN VIEW1833 NE 12TH STRENTON, WA 98056A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SECTION 08,TOWNSHIP 23 NORTH, RANGE 05 EAST, WILLAMETTE MERIDIANCITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTONMEI LIN VIEWRoadGROUPAbbey2102 E MAIN AVE, SUITE 109 PUYALLUP, WA 98372P.O. Box 1224, Puyallup, WA 98371(253) 435-3699, Fax (253) 446-3159Abbey Road GroupLand DevelopmentServices Company, LLCPR20-000102 LUA20-000060 C21-000342 @ 2021 Abbey Road Group Land Development Services Company, LLC, Puyallup, WA All rights reserved.These drawings, plans, specifications and other documents, including those in electronic form, are owned by Abbey Road Group LandDevelopment Services Company, LLC and it retains all common law, statutory and other reserved rights, including copyrights.These drawings, plans, specifications and other documents cannot be copied, distributed, submitted to others (including governmentalagencies and lenders) without the express written consent of Abbey Road Group Land Development Services Company, LLC.CALL BEFORE YOU DIG (811)WWW.WASHINGTON811.COM19THE CONTRACTOR SHALL VERIFY THE LOCATIONOF ALL EXISTING UTILITIES PRIOR TO ANYCONSTRUCTION. AGENCIES INVOLVED SHALL BENOTIFIED WITHIN A REASONABLE TIME PRIOR TOTHE START OF CONSTRUCTION.CITY OF RENTON REDLINES 3.18.211HJ4/16/2021GHCITY OF RENTON REDLINES 5.24.212HJ5/27/2021GHCITY OF RENTON REDLINES 7.21.213HJ7/27/2021GHGRADING PLANGRADING PLANTED-40-4172 R-4172091" = 20'9DEVELOPMENT ENGINEERINGNJanders 12/20/2021 GRADING NOTES AND DETAILSIN COMPLIANCE WITH CITY OF RENTON STANDARDSL. WALKERJ. BROWNH. JASTRZEMBSKIJ. BROWNG. HULSMANN11/24/2021MEI LIN VIEW1833 NE 12TH STRENTON, WA 98056A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SECTION 08,TOWNSHIP 23 NORTH, RANGE 05 EAST, WILLAMETTE MERIDIANCITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTONMEI LIN VIEWRoadGROUPAbbey2102 E MAIN AVE, SUITE 109 PUYALLUP, WA 98372P.O. Box 1224, Puyallup, WA 98371(253) 435-3699, Fax (253) 446-3159Abbey Road GroupLand DevelopmentServices Company, LLCPR20-000102 LUA20-000060 C21-000342 @ 2021 Abbey Road Group Land Development Services Company, LLC, Puyallup, WA All rights reserved.These drawings, plans, specifications and other documents, including those in electronic form, are owned by Abbey Road Group LandDevelopment Services Company, LLC and it retains all common law, statutory and other reserved rights, including copyrights.These drawings, plans, specifications and other documents cannot be copied, distributed, submitted to others (including governmentalagencies and lenders) without the express written consent of Abbey Road Group Land Development Services Company, LLC.CALL BEFORE YOU DIG (811)WWW.WASHINGTON811.COM19THE CONTRACTOR SHALL VERIFY THE LOCATIONOF ALL EXISTING UTILITIES PRIOR TO ANYCONSTRUCTION. AGENCIES INVOLVED SHALL BENOTIFIED WITHIN A REASONABLE TIME PRIOR TOTHE START OF CONSTRUCTION.CITY OF RENTON REDLINES 3.18.211HJ4/16/2021GHCITY OF RENTON REDLINES 5.24.212HJ5/27/2021GHCITY OF RENTON REDLINES 7.21.213HJ7/27/2021GHGRADING NOTES AND DETAILSTED-40-4172 R-4172101" = 20'10RAMP DETAILNTSSIDEWALK DETAILNTScontinuous slopebetween these twopoints.maximum cross slopeis 1.5%7.5%243.18243.18DEVELOPMENT ENGINEERINGNJanders 12/20/2021 NE 12TH ST(PUBLIC RIGHT OF WAY)IN COMPLIANCE WITH CITY OF RENTON STANDARDSL. WALKERJ. BROWNH. JASTRZEMBSKIJ. BROWNG. HULSMANN11/24/2021MEI LIN VIEW1833 NE 12TH STRENTON, WA 98056A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SECTION 08,TOWNSHIP 23 NORTH, RANGE 05 EAST, WILLAMETTE MERIDIANCITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTONMEI LIN VIEWRoadGROUPAbbey2102 E MAIN AVE, SUITE 109 PUYALLUP, WA 98372P.O. Box 1224, Puyallup, WA 98371(253) 435-3699, Fax (253) 446-3159Abbey Road GroupLand DevelopmentServices Company, LLCPR20-000102 LUA20-000060 C21-000342 @ 2021 Abbey Road Group Land Development Services Company, LLC, Puyallup, WA All rights reserved.These drawings, plans, specifications and other documents, including those in electronic form, are owned by Abbey Road Group LandDevelopment Services Company, LLC and it retains all common law, statutory and other reserved rights, including copyrights.These drawings, plans, specifications and other documents cannot be copied, distributed, submitted to others (including governmentalagencies and lenders) without the express written consent of Abbey Road Group Land Development Services Company, LLC.CALL BEFORE YOU DIG (811)WWW.WASHINGTON811.COM19THE CONTRACTOR SHALL VERIFY THE LOCATIONOF ALL EXISTING UTILITIES PRIOR TO ANYCONSTRUCTION. AGENCIES INVOLVED SHALL BENOTIFIED WITHIN A REASONABLE TIME PRIOR TOTHE START OF CONSTRUCTION.CITY OF RENTON REDLINES 3.18.211HJ4/16/2021GHCITY OF RENTON REDLINES 5.24.212HJ5/27/2021GHCITY OF RENTON REDLINES 7.21.213HJ7/27/2021GHTED-40-4172 R-4172111" = 20'DRAINAGE CONTROL PLANDRAINAGE CONTROL PLAN11outfall location 1shall be replacedwith rip-rapconsistent withfigure 4.2.2.A andtable 4.2.2.A of theRSWDM and shallconnect with therip-rap pad percallout 2.(public)(public)(public)(public)(public)(public)(public)(private)(private)(private)(private)(private)(private)(private)(private)(private)(private)(private)(private)(private)(private)(private)(private)(private)(private)(private)(private)DEVELOPMENT ENGINEERINGNJanders 12/20/2021SURFACE WATER UTILITYJFarah 12/20/2021 DRAINAGE NOTES AND DETAILSIN COMPLIANCE WITH CITY OF RENTON STANDARDSL. WALKERJ. BROWNH. JASTRZEMBSKIJ. BROWNG. HULSMANN11/24/2021MEI LIN VIEW1833 NE 12TH STRENTON, WA 98056A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SECTION 08,TOWNSHIP 23 NORTH, RANGE 05 EAST, WILLAMETTE MERIDIANCITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTONMEI LIN VIEWRoadGROUPAbbey2102 E MAIN AVE, SUITE 109 PUYALLUP, WA 98372P.O. Box 1224, Puyallup, WA 98371(253) 435-3699, Fax (253) 446-3159Abbey Road GroupLand DevelopmentServices Company, LLCPR20-000102 LUA20-000060 C21-000342 @ 2021 Abbey Road Group Land Development Services Company, LLC, Puyallup, WA All rights reserved.These drawings, plans, specifications and other documents, including those in electronic form, are owned by Abbey Road Group LandDevelopment Services Company, LLC and it retains all common law, statutory and other reserved rights, including copyrights.These drawings, plans, specifications and other documents cannot be copied, distributed, submitted to others (including governmentalagencies and lenders) without the express written consent of Abbey Road Group Land Development Services Company, LLC.CALL BEFORE YOU DIG (811)WWW.WASHINGTON811.COM19THE CONTRACTOR SHALL VERIFY THE LOCATIONOF ALL EXISTING UTILITIES PRIOR TO ANYCONSTRUCTION. AGENCIES INVOLVED SHALL BENOTIFIED WITHIN A REASONABLE TIME PRIOR TOTHE START OF CONSTRUCTION.CITY OF RENTON REDLINES 3.18.211HJ4/16/2021GHCITY OF RENTON REDLINES 5.24.212HJ5/27/2021GHCITY OF RENTON REDLINES 7.21.213HJ7/27/2021GHDRAINAGE NOTES AND DETAILSTED-40-4172 R-41721212243.25'54" MANHOLEDETENTION TANK FLOW CONTROLSTRUCTURE ELEVATION EXHIBIT237.00'236.35'NOTCH WIDTH: 0.019'IE: 232.00' 12" PVC (W)IE: 232.00' 36" CMP (E)24"24"24" RISER5'REFER TO CITY OF RENTON DETAIL STD. PLAN 237.00 FORCONSTRUCTION STANDARDS.BOTTOM ORIFICEDIAM. 0.42"DEVELOPMENT ENGINEERINGNJanders 12/20/2021SURFACE WATER UTILITYJFarah 12/20/2021 DRAINAGE NOTES AND DETAILSIN COMPLIANCE WITH CITY OF RENTON STANDARDSL. WALKERJ. BROWNH. JASTRZEMBSKIJ. BROWNG. HULSMANN11/24/2021MEI LIN VIEW1833 NE 12TH STRENTON, WA 98056A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SECTION 08,TOWNSHIP 23 NORTH, RANGE 05 EAST, WILLAMETTE MERIDIANCITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTONMEI LIN VIEWRoadGROUPAbbey2102 E MAIN AVE, SUITE 109 PUYALLUP, WA 98372P.O. Box 1224, Puyallup, WA 98371(253) 435-3699, Fax (253) 446-3159Abbey Road GroupLand DevelopmentServices Company, LLCPR20-000102 LUA20-000060 C21-000342 @ 2021 Abbey Road Group Land Development Services Company, LLC, Puyallup, WA All rights reserved.These drawings, plans, specifications and other documents, including those in electronic form, are owned by Abbey Road Group LandDevelopment Services Company, LLC and it retains all common law, statutory and other reserved rights, including copyrights.These drawings, plans, specifications and other documents cannot be copied, distributed, submitted to others (including governmentalagencies and lenders) without the express written consent of Abbey Road Group Land Development Services Company, LLC.CALL BEFORE YOU DIG (811)WWW.WASHINGTON811.COM19THE CONTRACTOR SHALL VERIFY THE LOCATIONOF ALL EXISTING UTILITIES PRIOR TO ANYCONSTRUCTION. AGENCIES INVOLVED SHALL BENOTIFIED WITHIN A REASONABLE TIME PRIOR TOTHE START OF CONSTRUCTION.CITY OF RENTON REDLINES 3.18.211HJ4/16/2021GHCITY OF RENTON REDLINES 5.24.212HJ5/27/2021GHCITY OF RENTON REDLINES 7.21.213HJ7/27/2021GHTED-40-4172 R-417213DRAINAGE NOTES AND DETAILS13DEVELOPMENT ENGINEERINGNJanders 12/20/2021SURFACE WATER UTILITYJFarah 12/20/2021 NE 12TH ST(PUBLIC RIGHT OF WAY)WATER PLANIN COMPLIANCE WITH CITY OF RENTON STANDARDSL. WALKERJ. BROWNH. JASTRZEMBSKIJ. BROWNG. HULSMANN11/24/2021MEI LIN VIEW1833 NE 12TH STRENTON, WA 98056A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SECTION 08,TOWNSHIP 23 NORTH, RANGE 05 EAST, WILLAMETTE MERIDIANCITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTONMEI LIN VIEWRoadGROUPAbbey2102 E MAIN AVE, SUITE 109 PUYALLUP, WA 98372P.O. Box 1224, Puyallup, WA 98371(253) 435-3699, Fax (253) 446-3159Abbey Road GroupLand DevelopmentServices Company, LLCPR20-000102 LUA20-000060 C21-000342 @ 2021 Abbey Road Group Land Development Services Company, LLC, Puyallup, WA All rights reserved.These drawings, plans, specifications and other documents, including those in electronic form, are owned by Abbey Road Group LandDevelopment Services Company, LLC and it retains all common law, statutory and other reserved rights, including copyrights.These drawings, plans, specifications and other documents cannot be copied, distributed, submitted to others (including governmentalagencies and lenders) without the express written consent of Abbey Road Group Land Development Services Company, LLC.CALL BEFORE YOU DIG (811)WWW.WASHINGTON811.COM19THE CONTRACTOR SHALL VERIFY THE LOCATIONOF ALL EXISTING UTILITIES PRIOR TO ANYCONSTRUCTION. AGENCIES INVOLVED SHALL BENOTIFIED WITHIN A REASONABLE TIME PRIOR TOTHE START OF CONSTRUCTION.CITY OF RENTON REDLINES 3.18.211HJ4/16/2021GHCITY OF RENTON REDLINES 5.24.212HJ5/27/2021GHCITY OF RENTON REDLINES 7.21.213HJ7/27/2021GHWATER PLAN1" = 20'WTRP-27-4172 W-41720314DEVELOPMENT ENGINEERINGNJanders 12/20/2021WATER UTILITYIFitzJames 12/21/2021102as a condition of approval, the service line for lot 3 shall beinstalled at a 90° angle to the main. the meter box shall belocated behind the sidewalk and in a public right of way. WATER NOTES & DETAILSIN COMPLIANCE WITH CITY OF RENTON STANDARDSL. WALKERJ. BROWNH. JASTRZEMBSKIJ. BROWNG. HULSMANN11/24/2021MEI LIN VIEW1833 NE 12TH STRENTON, WA 98056A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SECTION 08,TOWNSHIP 23 NORTH, RANGE 05 EAST, WILLAMETTE MERIDIANCITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTONMEI LIN VIEWRoadGROUPAbbey2102 E MAIN AVE, SUITE 109 PUYALLUP, WA 98372P.O. Box 1224, Puyallup, WA 98371(253) 435-3699, Fax (253) 446-3159Abbey Road GroupLand DevelopmentServices Company, LLCPR20-000102 LUA20-000060 C21-000342 @ 2021 Abbey Road Group Land Development Services Company, LLC, Puyallup, WA All rights reserved.These drawings, plans, specifications and other documents, including those in electronic form, are owned by Abbey Road Group LandDevelopment Services Company, LLC and it retains all common law, statutory and other reserved rights, including copyrights.These drawings, plans, specifications and other documents cannot be copied, distributed, submitted to others (including governmentalagencies and lenders) without the express written consent of Abbey Road Group Land Development Services Company, LLC.CALL BEFORE YOU DIG (811)WWW.WASHINGTON811.COM19THE CONTRACTOR SHALL VERIFY THE LOCATIONOF ALL EXISTING UTILITIES PRIOR TO ANYCONSTRUCTION. AGENCIES INVOLVED SHALL BENOTIFIED WITHIN A REASONABLE TIME PRIOR TOTHE START OF CONSTRUCTION.CITY OF RENTON REDLINES 3.18.211HJ4/16/2021GHCITY OF RENTON REDLINES 5.24.212HJ5/27/2021GHCITY OF RENTON REDLINES 7.21.213HJ7/27/2021GHWATER NOTES & DETAILSWTRP-27-4172 W-41720415’” “” “” “” ’’DEVELOPMENT ENGINEERINGNJanders 12/20/2021WATER UTILITYIFitzJames 12/21/2021 NE 12TH ST(PUBLIC RIGHT OF WAY)SANITARY SEWER PLANIN COMPLIANCE WITH CITY OF RENTON STANDARDSL. WALKERJ. BROWNH. JASTRZEMBSKIJ. BROWNG. HULSMANN11/24/2021MEI LIN VIEW1833 NE 12TH STRENTON, WA 98056A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SECTION 08,TOWNSHIP 23 NORTH, RANGE 05 EAST, WILLAMETTE MERIDIANCITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTONMEI LIN VIEWRoadGROUPAbbey2102 E MAIN AVE, SUITE 109 PUYALLUP, WA 98372P.O. Box 1224, Puyallup, WA 98371(253) 435-3699, Fax (253) 446-3159Abbey Road GroupLand DevelopmentServices Company, LLCPR20-000102 LUA20-000060 C21-000342 @ 2021 Abbey Road Group Land Development Services Company, LLC, Puyallup, WA All rights reserved.These drawings, plans, specifications and other documents, including those in electronic form, are owned by Abbey Road Group LandDevelopment Services Company, LLC and it retains all common law, statutory and other reserved rights, including copyrights.These drawings, plans, specifications and other documents cannot be copied, distributed, submitted to others (including governmentalagencies and lenders) without the express written consent of Abbey Road Group Land Development Services Company, LLC.CALL BEFORE YOU DIG (811)WWW.WASHINGTON811.COM19THE CONTRACTOR SHALL VERIFY THE LOCATIONOF ALL EXISTING UTILITIES PRIOR TO ANYCONSTRUCTION. AGENCIES INVOLVED SHALL BENOTIFIED WITHIN A REASONABLE TIME PRIOR TOTHE START OF CONSTRUCTION.CITY OF RENTON REDLINES 3.18.211HJ4/16/2021GHCITY OF RENTON REDLINES 5.24.212HJ5/27/2021GHCITY OF RENTON REDLINES 7.21.213HJ7/27/2021GHSANITARY SEWER PLANWWP-27-4172 S-4172031" = 20'16DEVELOPMENT ENGINEERINGNJanders 12/20/2021WASTEWATER UTILITYJStowell 12/21/2021 SANITARY SEWER NOTES AND DETAILSIN COMPLIANCE WITH CITY OF RENTON STANDARDSL. WALKERJ. BROWNH. JASTRZEMBSKIJ. BROWNG. HULSMANN11/24/2021MEI LIN VIEW1833 NE 12TH STRENTON, WA 98056A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SECTION 08,TOWNSHIP 23 NORTH, RANGE 05 EAST, WILLAMETTE MERIDIANCITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTONMEI LIN VIEWRoadGROUPAbbey2102 E MAIN AVE, SUITE 109 PUYALLUP, WA 98372P.O. Box 1224, Puyallup, WA 98371(253) 435-3699, Fax (253) 446-3159Abbey Road GroupLand DevelopmentServices Company, LLCPR20-000102 LUA20-000060 C21-000342 @ 2021 Abbey Road Group Land Development Services Company, LLC, Puyallup, WA All rights reserved.These drawings, plans, specifications and other documents, including those in electronic form, are owned by Abbey Road Group LandDevelopment Services Company, LLC and it retains all common law, statutory and other reserved rights, including copyrights.These drawings, plans, specifications and other documents cannot be copied, distributed, submitted to others (including governmentalagencies and lenders) without the express written consent of Abbey Road Group Land Development Services Company, LLC.CALL BEFORE YOU DIG (811)WWW.WASHINGTON811.COM19THE CONTRACTOR SHALL VERIFY THE LOCATIONOF ALL EXISTING UTILITIES PRIOR TO ANYCONSTRUCTION. AGENCIES INVOLVED SHALL BENOTIFIED WITHIN A REASONABLE TIME PRIOR TOTHE START OF CONSTRUCTION.CITY OF RENTON REDLINES 3.18.211HJ4/16/2021GHCITY OF RENTON REDLINES 5.24.212HJ5/27/2021GHCITY OF RENTON REDLINES 7.21.213HJ7/27/2021GHNOTES AND DETAILSWWP-27-4172 S-41720417DEVELOPMENT ENGINEERINGNJanders 12/20/2021WASTEWATER UTILITYJStowell 12/21/2021 FRONTAGE IMPROVEMENT PLANIN COMPLIANCE WITH CITY OF RENTON STANDARDSL. WALKERJ. BROWNH. JASTRZEMBSKIJ. BROWNG. HULSMANN11/24/2021MEI LIN VIEW1833 NE 12TH STRENTON, WA 98056A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SECTION 08,TOWNSHIP 23 NORTH, RANGE 05 EAST, WILLAMETTE MERIDIANCITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTONMEI LIN VIEWRoadGROUPAbbey2102 E MAIN AVE, SUITE 109 PUYALLUP, WA 98372P.O. Box 1224, Puyallup, WA 98371(253) 435-3699, Fax (253) 446-3159Abbey Road GroupLand DevelopmentServices Company, LLCPR20-000102 LUA20-000060 C21-000342 @ 2021 Abbey Road Group Land Development Services Company, LLC, Puyallup, WA All rights reserved.These drawings, plans, specifications and other documents, including those in electronic form, are owned by Abbey Road Group LandDevelopment Services Company, LLC and it retains all common law, statutory and other reserved rights, including copyrights.These drawings, plans, specifications and other documents cannot be copied, distributed, submitted to others (including governmentalagencies and lenders) without the express written consent of Abbey Road Group Land Development Services Company, LLC.CALL BEFORE YOU DIG (811)WWW.WASHINGTON811.COM19THE CONTRACTOR SHALL VERIFY THE LOCATIONOF ALL EXISTING UTILITIES PRIOR TO ANYCONSTRUCTION. AGENCIES INVOLVED SHALL BENOTIFIED WITHIN A REASONABLE TIME PRIOR TOTHE START OF CONSTRUCTION.CITY OF RENTON REDLINES 3.18.211HJ4/16/2021GHCITY OF RENTON REDLINES 5.24.212HJ5/27/2021GHCITY OF RENTON REDLINES 7.21.213HJ7/27/2021GHTED-40-4172 R-417214FRONTAGE IMPROVEMENT PLAN1" = 10'18NE 12TH STCENTERLINE PROFILEHORIZONTAL SCALE: 1" = 10'VERTICAL SCALE: 1" = 5'DEVELOPMENT ENGINEERINGNJanders 12/20/2021 NE 12TH ST(PUBLIC RIGHT OF WAY)FIRE ACCESS PLANIN COMPLIANCE WITH CITY OF RENTON STANDARDSL. WALKERJ. BROWNH. JASTRZEMBSKIJ. BROWNG. HULSMANN11/24/2021MEI LIN VIEW1833 NE 12TH STRENTON, WA 98056A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SECTION 08,TOWNSHIP 23 NORTH, RANGE 05 EAST, WILLAMETTE MERIDIANCITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTONMEI LIN VIEWRoadGROUPAbbey2102 E MAIN AVE, SUITE 109 PUYALLUP, WA 98372P.O. Box 1224, Puyallup, WA 98371(253) 435-3699, Fax (253) 446-3159Abbey Road GroupLand DevelopmentServices Company, LLCPR20-000102 LUA20-000060 C21-000342 @ 2021 Abbey Road Group Land Development Services Company, LLC, Puyallup, WA All rights reserved.These drawings, plans, specifications and other documents, including those in electronic form, are owned by Abbey Road Group LandDevelopment Services Company, LLC and it retains all common law, statutory and other reserved rights, including copyrights.These drawings, plans, specifications and other documents cannot be copied, distributed, submitted to others (including governmentalagencies and lenders) without the express written consent of Abbey Road Group Land Development Services Company, LLC.CALL BEFORE YOU DIG (811)WWW.WASHINGTON811.COM19THE CONTRACTOR SHALL VERIFY THE LOCATIONOF ALL EXISTING UTILITIES PRIOR TO ANYCONSTRUCTION. AGENCIES INVOLVED SHALL BENOTIFIED WITHIN A REASONABLE TIME PRIOR TOTHE START OF CONSTRUCTION.CITY OF RENTON REDLINES 3.18.211HJ4/16/2021GHCITY OF RENTON REDLINES 5.24.212HJ5/27/2021GHCITY OF RENTON REDLINES 7.21.213HJ7/27/2021GHFIRE ACCESS PLANTED-40-4172 R-4172151" = 20'19DEVELOPMENT ENGINEERINGNJanders 12/20/2021 SITE PLANNING LANDSCAPE ARCHITECTURE A S P E N CONTACT: PAUL J. DIX ASPEN DESIGN GROUP P.O. BOX 2394 ISSAQUAH, WA 98027 (425) 292-9845 (PHONE) PAUL J. DIX CERTIFICATE NO. 620 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT Revi e w O n l yTED-40-4172L1.0MEI LIN SHORT PLATR-417216 COVER SHEET PRELIMINARY SUBDIVISION SUBMITTAL MEI LIN SHORT PLAT MEI LIN SHORT PLATPR:20-000102C:21-000342LUA:20000060LANDSCAPE SHEET INDEX MEI LIN SHORT PLAT SECTION 8, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON PROJECT ADDRESS: OWNER / DEVELOPER: LANDSCAPE SITE DATA VICINITY MAP SHEET 1 COVER SHEET SHEET 2 TREE PLAN SHEET 3 LANDSCAPE PLAN SHEET 4 IRRIGATION PLAN SHEET 5 LANDSCAPE DETAILS SHEET 6 IRRIGATION DETAILS TAX PARCEL NUMBER: SITE PARCEL AREA: CURRENT ZONING: COMPREHENSIVE PLAN: Wang Mei Lin 311990-0160 41,000 s.f. / 0.94 ACRES (+/-) RESIDENTIAL 8 (R-8) RMD - RESIDENTIAL MEDIUM DENSITY 1833 N.E. 12th Street RENTON, WA 98055 PROPOSED USE:RESIDENTIAL SHORT PLAT CRITICAL AREAS:HIGH EROSION HAZARD MODERATE TO HIGH LANDSLIDE HAZARD SENSITIVE AND PROTECTED SLOPES BLVDNPAR K D R NNE ST16TH BLVD NESUNSET PARK DR NE NENEABERDEENAVE NEHOUSERN 8th STREET SITE TREE #1TREE #2TREE #3TREE #4TREE #5TREE #6TREE #7TREE #8TREE #9TREE #10TREE #11TREE #12TREE #13TREE #14HYDRANGEATREE #15TREE #17JUNIPERSTREE #16TREE #18MONTEREY AVE NE NE 12TH ST(PUBLIC RIGHT OF WAY)SITE PLANNINGLANDSCAPEARCHITECTUREA S P E NCONTACT: PAUL J. DIXASPEN DESIGN GROUPP.O. BOX 2394ISSAQUAH, WA 98027(425) 292-9845 (PHONE)PAUL J. DIXCERTIFICATE NO. 620STATE OF WASHINGTONREGISTERED LANDSCAPE ARCHITECTReview Only TREE RETENTION NOTESMEI_LIN_SHORT_PLAT MEI_LIN_SHORT_PLAT MEI_LIN_SHORT_PLATPRELIMINARY SUBDIVISION SUBMITTALPRELIMINARY TREE PLANTED-40-4172L2.0 LUA:20-000060 C:21-000342R-417217PR:20-000102N O R T H N O R T H TREE PLANSCALE: 1" = 30.0'TREE DENSITY TABLEProtection Measures During Construction:a. Construction Storage Prohibited: Applicant may not fill, excavate, stack or b. Fenced Protection Area Required: Prior to development activities, the applicant d. Impervious Surfaces Prohibited within Drip Line: The applicant may not installe. Restrictions on Grading within the Drip Lines of Retained Trees: The grade levelf. Mulch Layer Required: All areas within the required fencing shall be covered g. Monitoring Required during Construction: The applicant shall retain a certifiedh. Alternative Protection: Alternative safeguards may be used if determined to addTREE RETENTION WORKSHEETProtection measures in this subsection shall apply for all trees that are to be retained on site and off site. Off-site trees containing drip lines that encroachonto the site under construction shall be considered protected trees unless it is determined the abutting property owner is in compliance with Subsection Cof this Section, Allowed Tree Removal Activities. All of following tree protectionmeasures shall apply:or store any equipment, dispose of any materials, supplies or fluids, operate any equipment, install impervious surfaces, or compact the earth in any way within the area defined by the drip line of any tree to be retained.shall erect & maintain a six-foot (6') high chain link temporary construction fencearound drip lines of all retained trees or at distance surrounding the tree equal to one & one-quarter feet (1-1/4') for every one inch (1") of trunk caliper, whichever is greater or along perimeter of tree protection tract. Placards shall be placed onfence every fifty feet (50') with words: “NO TRESPASSING–PROTECTED TREES"or on each side of fencing if less than fifty feet (50'). Site access to individuallyprotected trees or groups of trees shall be fenced and signed. Individual trees shall be fenced on four (4) sides. In addition, applicant shall provide supervision whenever equipment or trucks are moving near trees.c. Protection from Grade Changes: If grade level adjoining to a tree to be retained is to be raised, the applicant shall construct a dry rock wall or rock well around tree. The diameter of this wall or well must be equal to the tree’s drip line.impervious surface material within the area defined by the drip line of any tree tobe retained.around any tree to be retained may not be lowered within the greater of the following areas:(i) the area defined by the drip line of tree, or (ii) an area around the tree equal to one and one-half feet (1-1/2') in diameter for each one inch (1")of tree caliper. A larger tree protection zone based on tree size, species, soil, or other conditions may be required. (Ord. 5676, 12-3-2012)completely and evenly with a minimum of three inches (3") of bark mulch prior to installation of protective fencing. Exceptions may be approved if the mulch will adversely affect protected ground cover plants. (Ord. 5676, 12-3-2012)arborist or licensed landscape architect to ensure trees are protected from development activities and/or to prune branches and roots, fertilize and wateras appropriate for any trees and ground cover that are to be retained.equal or greater tree protection. (Ord. 5676, 12-3-2012; Ord. 5841, 6-12-2017)LOTLOT SIZEMIN. SIG.TREESREQ'D.NEWTREESRETAINEDTREESCOMPLIANTN/ATOTAL ONSITE SIGNIFICANT TREES: HAZARD TREES / LOW RETENTION VALUE / DYING:TREES INCL. FOR RETENTION CALC.: #(IN.)SPECIES(FT.)RETAINHEALTHDLRDBH14 (11 SIGNIFICANT, 3 LANDMARK)01467123459121011814"BIGLEAF MAPLEGRAND FIR15'19'12'YESYESYESYESCOMMENTSTOTALTREESMEI LIN SHORT PLATSECTION 8, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M.CITY OF RENTON, KING COUNTY, STATE OF WASHINGTONEXISTING ON-SITE TREE INVENTORY14"14"14"14"12"14"30"14"30"24"35"BIGLEAF MAPLEBIGLEAF MAPLEBIGLEAF MAPLEBIGLEAF MAPLEBIGLEAF MAPLEBIGLEAF MAPLEBIGLEAF MAPLEBIGLEAF MAPLEDOUGLAS FIRW. RED CEDARYESYESYESYESYESYESYESYESLANDMARKLANDMARKLANDMARKN/AN/AN/AN/AN/AN/A13N/A?ACER SP.YESNON-SIGNIFICANT TREE14N/A?ACER SP.YESNON-SIGNIFICANT TREE152"ACER PALMATUM161.25"ACER PALMATUM1718YESNON-SIGNIFICANT TREEYESNON-SIGNIFICANT TREEN/A8"DECIDUOUSYESN/A12"DECIDUOUSYESN/AN/AVERY GOODVERY GOODVERY GOODVERY GOODVERY GOODGOODGOODGOODGOODGOODGOODGOODGOODGOODCURRENT PLANNINGName [Date]Alex Morganroth 12/21/2021 10.0' ON-SITE LANDSCAPE AT STREET FRONTAGE V ++ + ++ ++ ++ ******+*********** * * + ** GS, 60 sf FC, 67 sf AU, 29 sf GS, 55 sf AU, 35 sf AU, 30 sf FC, 60 sf GS, 35 sf ROCK BED, 22 sf ROCK BED, 28 sf a b c d e f ROCK BED, 35 sf ROCK BED, 23 sf ROCK BED, 37 sf ROCK BED, 42 sf 8.0'(w) PLANTING STRIP 56.0' LAWN, LANDSCAPE AREA = 1,222 s.f. LANDSCAPE AREA = 652 s.f.LANDSCAPE AREA = 552 s.f. = 181 s.f.LAWN, = 280 s.f. PLPL 10.0' ON-SITE LANDSCAPE AT STREET FRONTAGE TREE #5 TREE #6 TREE #7 TREE #8 TREE #9 TREE #10 TREE #11 TREE #12 TREE #13 TREE #14 HYDRANGEA TREE #15 TREE #17 JUNIPERS TREE #16 TREE #18 +* +* + AU, 74 sf + +++ GS, 140 sf + ++ + + NE 12TH ST (PUBLIC RIGHT OF WAY) AU, 30 sf SITE PLANNING LANDSCAPE ARCHITECTURE A S P E N CONTACT: PAUL J. DIX ASPEN DESIGN GROUP P.O. BOX 2394 ISSAQUAH, WA 98027 (425) 292-9845 (PHONE) PAUL J. DIX CERTIFICATE NO. 620 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT Revi e w O n l y MEI LIN SHORT PLATMEI LIN SHORT PLATMEI LIN SHORT PLAT PRELIMINARY SUBDIVISION SUBMITTAL LANDSCAPE_PLANTED-40-4172L3.0LUA:20-000020C:21-000342R-417218 PR:20-000102N O R T H N O R T H LANDSCAPE PLAN SCALE: 1" = 20.0' LANDCAPE NOTESLANDSCAPE SCHEDULE EVERGREEN TREES ORNAMENTAL GRASS / FERNS / VINES EVERGREEN SHRUBS DECIDUOUS TREES GROUNDCOVER PLANTS DECIDUOUS SHRUBS KEY ABR.BOTANICAL NAME COMMON NAME SIZE KEY ABR.BOTANICAL NAME COMMON NAME SIZE KEY ABR.BOTANICAL NAME COMMON NAME KEY ABR.BOTANICAL NAME SIZE #ARIDCOMMON NAME A. BRILLIANCE SERVICEBERRY PACIFIC FIRE VINE MAPLE HEDGE MAPLE SHORE PINE VIRESCENS RED CEDAR 2.0" Cal. 8.0'(h) 2.0" Cal. 6'(h) Min. NATIVE YES * YES * NO YES YES * ARIDNATIVE YES *1 Gal. @ YES1 Gal. @ YES1 Gal. @ ARIDNATIVE NO1 Gal. YES2 Gal. FRAGARIA CHILOENSIS PENNISETUM ALOPECUROIDES 'HAMELN' POLYSITCHUM MUNITUM GAULTHERIA SHALLON ARCTOSTAPHYLOS u. 'VAN. JADE' BEACH STRAWBERRY HAMELN FOUNTAIN GRASS WESTERN SWORD FERN SALAL KINNIKINNICK SIZE #ARIDNATIVE SIZE #ARIDNATIVEKEYABR.BOTANICAL NAME COMMON NAME KEY ABR.BOTANICAL NAME SIZE #ARIDCOMMON NAME NATIVE RED FLOWERING CURRANT OREGON GRAPE 5 Gal. 5 Gal. YES * YES * MOCK ORANGE 5 Gal.YES* * Cultivar of Native Plant * Cultivar of Native Plant * Cultivar of Native Plant * Cultivar of Native Plant * Cultivar of Native Plant Nurseryman's Association by the American Standard for Nursery Stock. = 3 tablets = 2 tablets = 8 tablets = 6 tablets Shrub Shrub 14. 2-5 gallon 1 gallon 15. 16. 2.0" cal. - 4.0" cal. 1.5" cal. - 2.0" cal. Deciduous tree Deciduous tree Apply fertilizer tablets as indicated in the following table: A lack of maintenance shall constitute a violation of local Municipal Code. by Owner or Lessee of the property as to pruning, watering or other Landscaped areas on private property shall be reasonably maintained requirements to create an attractive, safe appearance for development. 6.All plants shall meet the minimum size specified on the plan. One plant from each grouping shall be labeled, indicating the plant name and size. Tags shall then be removed after review. 9. 8. 7. 10. 11. 12. areas adjacent to conc. pads/walks to compact, then add additional bark Planting beds shall have a mix of 2"(d) layer of medium-ground bark, or gravel rock mulch where indicated. Rake beds smooth. Tamp-down An insecticide and fungicide application shall be performed w/ type to be selected by contractor and submitted in writing for review & approval. A pre & post-emergent herbicide shall be applied except at Stormwater Tract & Street Trees. Herbicide shall be Surflan AS tank-mixed w/Roundup (4 qt's. / acre. Adhere to all product manufacturer's directions in addition to all environmental regulations. Do not apply in areas that drain directly to critical sensitive areas. Do not apply when wind speed exceeds 5 mph. Stockpile plant material upon delivery to the site in a shady location, embedded in sawdust or mulch. Stockpile all plants near a source of water - water at least once a day to maintain healthy plant stock. All plants shall be installed per the planting details. Alternate staking methods may be proposed for review and approval. All plants shall be sprayed w/a anti-dessicant w/in the first 24 hours. 13.Install all plant material during favorable weather and within seasonal planting limitations. Do not install plants when daily high temperatures exceed 90°(F) degrees or low temperatures are below 32°(F) degrees. Flowering fruit trees may need to be dug after 3 consecutive nights of temperatures less than 45 (f) degrees in the Fall or as determined by to 1/4"-1/2" below finish grade of conc. surface. (where occuring) 2. 3. 5. 4. Plants shall originate from established nurseries located w/in region of project . Plants that are not available in size specified or quantity may be secured from outside the region if submitted for review and approval. will be accepted unless submitted in writing for approval. All plants shall be balled & burlapped or container grown as specified. No container grown stock will be accepted if deemed to be root-bound. All plastic root wrapping material shall be removed. No bare root stock Landscape contractor shall field locate all utility lines prior to the start of construction. The use of on-site utility plans as a part of this contract are available for review. a 1-year warranty from date of Substantial Completion. Contractor shall from City w/living plants of equal size to original plant. Plants are under Defective/dead plants shall be replaced w/in 6 months after notification 1.Plant material shall conform to guidelines established by the American = 7 tablets6.0' - 8.0' + high Evergreen tree 17. sidewalk or asphalt, a root barrier panel shall be added on the side of At on-site tree locations that are 4.0' or less to utility structure, pipe, curb shall be Deep Root UB-24-2 24"(w) x 24"(d) ribbed panels w/intermittent the root ball that is closest to item that is to be protected. Barriers shall panel breaks as needed to allow groundwater to flow freely and not oversaturate rootball. Place root barrier panels in trench with vertical ribs facing toward rootball and align in a straight fashion. Keep top of root barrier's double-top edge at least 1/2" above finish grade. proper maintenance. Provide a written maintenance manual for complete maintain landscape under this contract for entire 1-year period to assure landscape & assist in transition of maintenance from Contractor to Owner. calendar year to the Owner to assure proper long-term maintenance of local nursery. Weather data will be from the nearest airport location to project site (Sea-Tac Airport, WA) 18. after installation for 2 weeks. Thereafter, Landscape Contractor shall Landscape Contractor shall provide watering of plants every other day water once a week for one year between April 15th-September 15th to coincide with the 1-year warranty period. New plants need to get fully established. There is no nearby water source - allow for a water truck. 19. capturing rainwater toward root zone. Add Soil-Moist polymers at plant Construct water saucers at each large shrub & tree location to assist in pits at a rate recommended by manufacturer. At steep slope locations, stake trees & provide water catchment (low berm) at low side of slope. 6'(h) Min. # # EVERGREEN HUCKLEBERRY 5 Gal.YES Landscape Contractor shall submit a "Maintenance Manual" that will identify weekly, monthly, annual & biennial maintenance regimes. SEED / TOPSOIL SCHEDULE BARK MULCH FINE TO MEDIUM BARK, HEMLOCK / FIR, PLACED TO A MINIMUM OF 3". FORMAL LAWN (FULL SUN) 80% PERENNIAL RYE SEED 20% FINE FESCUE SEED SEED RATE: 3 lbs./1,000 s.f. PREFERRED SEEDING TIME IS SPRING & FALL. ASSURE PROPER WATERING DURING ESTABLISHMENT. PROVIDE TEMPORARY FENCING FOR MIN. 3 MONTHS TO KEEP PEDESTRIANS OFF LAWN. FORMAL LAWN SEED MIX PER "COUNTRY GREEN, INC." (www.COUNTRYGREEN.com). RS FC PA Pm GS MA AU AG AC AC PC TP AMELANCHIER G. 'AUTUMN BRILLIANCE' ACER CIRCINATUM 'PACIFIC FIRE' ACER CAMPESTRE ** PINUS CONTORTA THUJA PLICATA 'VIRESCENS' RIBES SANGUINEUM 'KING EDWARD VII' MAHONIA AQUIFOLIUM PL PHILADELPHUS LEWISII 'BLIZZARD' + V VO VACCINIUM OVATUM * NO1 Gal.FESTUCA OVINA 'ELIJAH BLUE'ELIJAH BLUE FESCUEFO TOPSOIL 4"(d) 3-WAY TOPSOIL PER "PACIFIC TOPSOILS, INC.: OR EQUAL WITH 2" OF WELL-ROTTED COMPOST TILLED INTO TOP 6" OF NATIVE UNDERLYING SOIL. MEI LING SHORT PLAT SECTION 8, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON HELLO DOLLY RHODO.15"-21"(w)NORHRHODODENDRON 'HELLO DOLLY'+ 18" o.c. 24" o.c. 24" o.c. ** Utilitree for under power lines 1 1 3 4 5 8 11 7 15 13 198sf 127sf 290sf 18 26 19 DWARF MUGO PINE 5 Gal.NOPMPINUS MUGO 'PUMILLIO'10 CURRENT PLANNING Name [Date]Alex Morganroth 12/21/2021 TREE #1 TREE #2 TREE #3 TREE #4 TREE #5 TREE #6 TREE #7 TREE #8 TREE #9 TREE #10 TREE #11 TREE #12 TREE #13 TREE #14 HYDRANGEA TREE #15 TREE #17 JUNIPERS TREE #16 TREE #18 NE 12TH ST (PUBLIC RIGHT OF WAY) SITE PLANNING LANDSCAPE ARCHITECTURE A S P E N CONTACT: PAUL J. DIX ASPEN DESIGN GROUP P.O. BOX 2394 ISSAQUAH, WA 98027 (425) 292-9845 (PHONE) PAUL J. DIX CERTIFICATE NO. 620 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT Revi e w O n l y Know what's below. before you dig.Call R 48 hours MEI LIN SHORT PLATMEI LIN SHORT PLATMEI LIN SHORT PLAT PRELIMINARY SUBDIVISION SUBMITTAL IRRIGATION_PLANTED-40-4172L4.0LUA:20-000060C:21-000342R-417218 PR:20-000102N O R T H N O R T H IRRIGATION PLAN SCALE: 1" = 20.0' IRRIGATION NOTESIRRIGATION COMPONENTS -PIPE SIZING CHART An electrical permit must be obtained from the City of Renton..3. construction as seasonal pressure variations may be encountered. The ex. static water pressure shall be verified w/the City of Renton prior to Install PVC sleeving as shown at all pavement, sidewalk & wall locations. Place in straight-line segments prior to pavement installation. Extend all Adhere to all applicable codes and install irrigation components per the manufacturer's recommendations. Verify all codes, water scheduling and through each valve. Provide (1) spare wire at the end of the mainline run. to the controller. Run (1) "hot" wire to each valve and (1) common wire or strand. Splice in valve boxes only. Route all wiring in 4" elect. conduit Install 24-volt wiring (UF 600 volt) direct burial, 14 GA., solid copper wire The control wire shall be red, ground wire white & the spare blue. Irrigation controller shall be set for this site to avoid irrigation between the hours of 9:00 AM to 10:00 PM. In addition, irrigation system should not be operated during times of moderate-high wind, excessive or adequate seated ball valve w/ brass body & T-fitting for winterization. Plan indicates winterized prior to the first freeze by using compressed air. Install a teflon Provide a minimum of 10 quick coupler valves. The entire system shall be sleeving 12" beyond edge of pavement crossing. tests with the City of Renton. soil moisture or during active precipitation. 9. 4. 5. 6. 7. 8. This plan is schematic & diagrammatic. The intent of plan is to indicate basic components, locations and scope of proposed irrigation system. areas, adjustments may be required. Plan components are schematic. The contractor shall assure full and even water coverage to all planting 1. 2. project civil engineer and the City of Renton Public Works Dept. future repairs or adjustments shall have the same system components. damage which shall include excessive leakage or wear on system. Any The contractor shall inspect, prevent, detect & repair any irrigation system on a 24" x 36" mylar plan sheet to the landscape architect for review and The irrigation contractor shall provide an irrigation as-built plan submitted The irrigation contractor shall provide a written summary of the system design, including any hydraulic calculations, operating instructions and submit to the landscape architect and owner. The irrigation installer shall arrange a site visit with the owner to review operational procedures. The existing operating water pressure at the site shall be verified with the 13. approval and to the owner and city for record storage. 10. 11. 12. Landscape Contractor may make minor field adjustments as needed as a "design-build" effort to successfully complete a fully operational system. proposed quick coupler locations. submittal of shop drawings and technical data. A Hunter, Inc. product-based irrigation system may also be used upon 14. product manufacturer. Provide an irrigation master valve near P.O.C. Contractor to submit15. 360° ROTARY NOZZLES 180°120°90°45° MANUFACTURER/ DESCRIPTION SYMBOL MODEL RAD.BODY GPM 360°180°120°90°45° PSI PRECIP. RATE .861.391.823.64 40 .39 IN/HRHUNTER - POP-UP ROTARY SPRAY PROS-12-PRS40-CVMP 3000 26'-30' HUNTER - POP-UP ROTOR 3 29'PGP-ADJ-3 ON HSJ-0-2-2-2-08 SWING JOINT 4.0 50 .24 IN/HR 41'HUNTER - POP-UP ROTOR 8 3.0 50 .45 IN/HR 34'HUNTER - RISER ROTOR 2.0 PGP-00-2.0 2.0 45 .33 IN/HR ROTORS MANUFACTURER/ DESCRIPTION SYMBOL NOZZLE RAD.BODY GPM PSI PRECIP. RATE* PROS-12-PRS30-CV 30 1.68 IN/HR 360° SPRAY NOZZLES 180°120°90°45° MANUFACTURER/ DESCRIPTION SYMBOL MODEL RAD.BODY GPM 360°180°120°90°45° PSI PRECIP. RATE HUNTER - POP-UP SPRAY 6A ADJUSTABLE 6'PROS-12-SI 30 3.85 IN/HR.37.44.601.26PROS-06-SI(TURF) PROS-06-PRS30-CV (TURF) 30 .80 IN/HRLEFTCENTERRIGHTLEFTCENTERRIGHT 1.30.65 .65 5'x15'LCS-515 SS-530 RCS-515 .18 .63.841.262.52 .32HUNTER - POP-UP SPRAY 12A ADJUSTABLE 12' HUNTER - POP-UP STRIP SPRAY 5'x30' 5'x15'LCS-515 SS-530 RCS-515 PROS-12-PRS30-CV PROS-06-PRS30-CV (TURF) 3 8 PGP-ADJ-8 ON HSJ-0-2-2-2-08 SWING JOINT 2.0 * ALL PRECIPITATION RATES CALCULATED AT 180° OPERATION LINE SIZE BALL VALVE MANUFACTURER/ DESCRIPTIONSYMBOL MODEL HOUSING COMMENTS 1" WATER METER XX PSI STATIC PRESSURE HUNTER - REMOTE CONTROL VALVE W/ ADJUSTABLE PRESSURE REGULATOR ICV-XX-FS-AS-ADJ SIZE PER PLAN HUNTER 1" FLOW SENSOR HFS W/ FCT-100 WIRE DIRECTLY TO CONTROLLER A HUNTER DRIP CONTROL ZONE KIT ICZ-101-LF-25 (.5-15 GPM) HUNTER - TWO WIRE IRRIGATION CONTROLLER ACC-99D-PP W/ WSS-SEN, SOIL CLIK, AND ICD-HP 2-WIRE JACKET TO BE BLUE (ID1BLU) 1 HUNTER 1 STATION DECODER ICD-100 NOT APPLICABLESEE DETAIL FOR STAKING MV1 HUNTER 1" MASTER VALVE IBV-101G-FS SUBTERRANEAN VALVE BOX WIRE DIRECTLY TO CONTROLLER FS1 SIZE PER PLAN ICZ-101-25 (16-20 GPM) PLASTIC PEDESTAL BF 1" BACK FLOW PREVENTOR SUBTERRANEAN VALVE BOX SUBTERRANEAN VALVE BOX SUBTERRANEAN VALVE BOX SUBTERRANEAN VALVE BOX M DRIP MANUFACTURER/ DESCRIPTIONSYMBOL MODEL RAD.HOUSING GPM PSI PRECIP. RATE HUNTER - DRIP INDICATOR ECO- INDICATOR N/A N/ASEE DETAIL N/A N/A AREA OF HUNTER IN-LINE DRIP ECO-MAT N/A 0.6 GPH 25SEE DETAIL FOR BURIAL DEPTH .96 IN/HR PIPE MANUFACTURER/ DESCRIPTIONSYMBOL MODEL HOUSING COMMENTS PIPE AND WIRE SLEEVING IRRIGATION LATERAL LINE SIZE VARIES - SEE PLAN SCH 40 PVC SCH 40 PVC SCH 40 PVC DIAMETER TO BE TWICE THE SIZE OF THE PIPE BEING SLEEVED IRRIGATION MAIN LINE 1-1/2" PIPE SIZING LEGEND A 3/4" SCH 40 PVC 1" SCH 40 PVCB 1-1/4" SCH 40 PVCC (0-8 GPM) (8-12 GPM) (12-22 GPM) 1-1/2" SCH 40 PVCD (22-30 GPM) 2" SCH 40 PVCE (30-50 GPM) MISC. ITEMSMEI LIN SHORT PLAT SECTION 8, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON CURRENT PLANNING Name [Date]Alex Morganroth 12/21/2021 2-TIMES ROOTBALL CONSTRUCT A WATERING BASIN OUT OF IMPORTED TOPSOIL AT PERIMETER OF SHRUB. SCARIFY SIDES & BOTTOM OF PLANTING PIT CONSTRUCT A 4"-6" LEVELING MOUND OF COMPACTED SOIL BOTTOM OF PLANTING PIT. TO STREET STORM SYSTEM OR APPROVED OUTFALL TO DOWNSPOUT STORM SYSTEM OR APPROVED CONC. CURB OR CURB & GUTTER PER PLAN. ROAD / STREET PLANTER STRIP 4'-0" dia. PLANTING PIT (3'-0" dia. AT BOTTOM OF PIT) TIGHTLINE EQUAL (NOT A WETLAND) 12'-0" SECTION OF 4" dia. SMOOTH-WALL PVC PERF. PIPE AT EACH TREE BEDDED IN MIN. 4"(d) PEA GRAVEL RNVRLOPE (NO FILTER FABRIC). INSTALL IN ROOT-WAY PARALLEL TO ROADWAY WITH TIGHTLINE BETWEEN. CONCRETE SIDEWALK 6"6" 3'-0" MIN. TO PIPE INVERT 2'-6" MIN. TO TOP OF GRAVEL 2" dia. x 6'-0" TREATED LODGEPOLE PINE TREE STAKES. STAKE TREES OUTSIDE ROOTBALL AND PARALLEL TO ROADWAY. 1" HEAVY CHAIN-LOCK TREE TIES OR SIMILAR. REMOVE AFTER (1) 1 YEAR. SET TREE STRAIGHT AND SET ROOTBALL ON TAMPED SOIL PEDESTAL. TOP OF ROOTBALL MUST REMAIN SLIGHTLY ABOVE FINISH GRADE. BACKFILL PLANTING PIT HALF-FULL W/ IMPORTED SOIL, NO AMENDMENTS. TAMP SOIL TO STABILIZE ROOTBALL. COMPLETE BACKFILL OF PIT AND TAMP AGAIN. NOTES: PLANTING WITHIN PLANTING STRIPS OR ROOT-WAYS SHALL NOT PROCEED UNTIL SITE PREPARATION HAS BEEN APPROVED BY THE CITY IN ACCORDANCE W/ THE DEVELOPMENT STANDARDS. 1. STREET TREES SHALL BE 2.0" CALIPER OR LARGER.2. TREES SHALL CONFORM TO MOST RECENT ANSI 260.1 AMERICAN STANDARD FOR NURSERY STOCK. FIRST TREE LIMBS SHALL BE 5'-0" ABOVE GRADE OR HIGHER. NO TREES SHALL BE PLANTED UNTIL THE CITY HAS 3. APPROVED THE NURSERY STOCK WITHIN DESIGNATED INSPECTION PERIOD. EXCAVATE HOLE INTO IMPORTED TOPSOIL TO 1" LESS THAN HEIGHT OF ROOTBALL AND 2-x ROOTBALL WIDTH. TAMP BOTTOM OF PIT UNDER ROOTBALL THOROUGHLY TO KEEP TREE FROM SETTLING. BUTTRESS AT BOTTOM 4. OF PIT NO LESS THAN 3'-0"(w) IF NEED TO REINFORCE LATERAL SUPPORT. DO NOT DAMAGE BALLED & BURLAPPED ROOT BALLS WHEN PLANTING. REMOVE ALL WIRE, STRING & BURLAP FROM TOP & SIDES OF BALL ONLY AFTER PLACING IN HOLE. COMPLETELY REMOVE ALL FABRIC FROM GROW-BAG TREES 5. CUT & SPREAD KINKED ROOTS TO ELIMINATE CIRCULATING OF ROOTS AROUND CONTAINER STOCK. CONSTRUCT SOIL WATER DAM AROUND PLANTING PIT TO HOLD WATER FOR DEEPER SOAKING AT LEAST 24" FROM TRUNK. PROVIDE 3"(d) LAYER OF COMPOSTED MEDIUM TO COARSE BARK MULCH, MIN. 24" RADIUS AREA AROUND TREE, PULL BARK 3" AWAY FROM TRUNK. PLACE OSMOCOTE PLUS 15-9-12 SLOW-RELEASE FERTILIZER OR SIMILAR AT MANUFACTURER'S RECOMMENDED RATE OF APPLICATION EVENLY OVER THE SOIL OF THE PLANTING PIT. 6. NOTES (CONT.): WATER IMMEDIATELY & THOUROUGHLY TWICE PER WEEK DURING THE 1st MONTH, THEN ONCE PER WEEK THROUGH REMAINDER OF THE DRY SEASON. WATER A MIN. OF ONCE PER MONTH 7. DURING THE SECOND SUMMER SEASON. TO STREET STORM SYSTEM OR APPROVED OUTFALL. OTHER TO DOWNSPOUT STORM SYSTEM OR APPROVED PLANTER STRIP 4'-0" dia. PLANTING PIT (3'-0" dia. AT BOTTOM OF PIT) TIGHTLINE EQUAL (NOT A WETLAND) 12'-0" SECTION OF 4" dia. SMOOTH-WALL PVC PERF. PIPE AT EACH TREE BEDDED IN MIN. 4"(d) PEA GRAVEL RNVRLOPE (NO FILTER FABRIC). INSTALL IN ROOT-WAY PARALLEL TO ROADWAY WITH TIGHTLINE BETWEEN. 3'-0" MIN. TO PIPE INVERT 2'-6" MIN. TO TOP OF GRAVEL 1.5" x 1.5" x 8'-0" T-RAIL IRON STAKES INSTALLED OUTSIDE ROOTBALL WITH ONE STAKE LOCATED ON SIDE OF PREVAILING WIND. WOOD STAKES 1" HEAVY CHAIN-LOCK TREE TIES OR SIMILAR. CITY ARBORIST TO REVIEW AFTER (1) YEAR TO SET TREE STRAIGHT AND SET ROOTBALL ON TAMPED SOIL PEDESTAL. TOP OF ROOTBALL MUST REMAIN SLIGHTLY ABOVE FINISH GRADE, BACKFILL PLANTING PIT HALF-FULL W/ IMPORTED PLANTING TOPSOIL. TAMP SOIL TO STABILIZE ROOTBALL. FINISH BACKFILL OF PIT AND TAMP AGAIN. NOTES: PLANTING WITHIN PLANTING STRIPS OR ROOT-WAYS SHALL NOT PROCEED UNTIL SITE PREPARATION HAS BEEN APPROVED BY THE CITY IN ACCORDANCE W/ THE DEVELOPMENT STANDARDS. 1. TREES SHALL CONFORM TO MOST RECENT ANSI 260.1 AMERICAN STANDARD FOR NURSERY STOCK. FIRST TREE LIMBS SHALL BE 5'-0" ABOVE GRADE OR HIGHER. NO TREES SHALL BE PLANTED UNTIL THE CITY HAS 3. APPROVED THE NURSERY STOCK WITHIN DESIGNATED INSPECTION PERIOD. EXCAVATE HOLE INTO IMPORTED TOPSOIL TO 1" LESS THAN HEIGHT OF ROOTBALL AND 2-x ROOTBALL WIDTH. TAMP BOTTOM OF PIT UNDER ROOTBALL THOROUGHLY TO KEEP TREE FROM SETTLING. BUTTRESS AT BOTTOM 4. OF PIT NO LESS THAN 3'-0"(w) IF NEED TO REINFORCE LATERAL SUPPORT. DO NOT DAMAGE BALLED & BURLAPPED ROOT BALLS REMOVE ALL WIRE, STRING & BURLAP FROM TOP & SIDES OF BALL ONLY AFTER PLACING IN HOLE. COMPLETELY REMOVE ALL FABRIC FROM GROW-BAG 5. TREES. CUT & SPREAD KINKED ROOTS TO ELIMINATE CIRCULING OF ROOTS AROUND CONTAINER STOCK. CONSTRUCT SOIL WATER DAM AROUND PLANTING PIT TO HOLD WATER FOR DEEPER SOAKING AT LEAST 24" FROM TRUNK. PROVIDE 3"(d) LAYER OF COMPOSTED MEDIUM TO COARSE BARK MULCH, MIN. 24" RADIUS AREA AROUND TREE, PULL BARK 3" AWAY FROM TRUNK. PLACE OSMOCOTE PLUS 15-9-12 SLOW-RELEASE FERTILIZER OR SIMILAR AT MANUFACTURER'S RECOMMENDED RATE OF APPLICATION EVENLY OVER THE SOIL OF THE PLANTING PIT. 6. WATER IMMEDIATELY & THOUROUGHLY TWICE PER WEEK DURING THE 1st MONTH, THEN ONCE PER WEEK THROUGH REMAINDER OF THE DRY SEASON. WATER A MIN. OF ONCE PER MONTH 7. DURING THE SECOND SUMMER SEASON. ASSURE TREE IS SUFFICIENTLY SECURE IN GROUND (AT WINDY SITES) TO ASSURE LONG TERM SURVIVAL, TREE MAY NEED TO HAVE STAKES IN PLACE AN ADDITIONAL YEAR. MAY BE USED IN SHELTERED LOCATIONS WHERE BUILDING BLOCKS STRONG WINDS. THAN STREET TREE LOCATIONS, ONLY INSTALL DRAINS AT SITE LOCATIONS WHERE ADVERSE DRAINAGE OCCURS / HARDPAN / CLAY SOILS. SIMILAR TO HEIGHT OF TREE NURSERY. NOTE: AT WINDY SITES, ASSURE ALL STAKING AND TREE GUYING METHODS ARE USED SO TREE WILL BE SECURE UP TO 70 mph WIND SPEED. PRUNE DEAD / BROKEN BRANCHES. PRUNE TO SHAPE IF REQUIRED OR IN A HEDGE CONDITION. SECURE SHRUB IN AN UPRIGHT POSITION. ADD A SMALL WOOD STAKE TO SECURE PLANT AT WINDY SITES. LOOP "TIE" AROUND STEM TO SECURE, SHRUB, YET ALLOW FOR PLANT MOVEMENT. EXCAVATE SHRUB PLANTING PIT 2-x THE SIZE OF ROOTBALL. GENTLY BACKFILL w/IMPORTED PLANTING TOPSOIL, COMPACT LIGHTLY. REMOVE THE TOP 1/3 - 1/2 OF WRAPPED BURLAP. SET BASE OF SHRUB STEM AT ORIGINAL NURSERY GRADE. DO NOT COVER STEM w/BARK OR TOPSOIL. NOTE: WATER NEWLY INSTALLED SHRUBS IMMEDIATELY AFTER PLANTING & AS NEEDED IN DRY OR WINDY WEATHER. MIN. 2"(d) BARK MULCH LAYER. SPACE GROUNDCOVER PLANTS PER LANDSCAPE SCHEDULE. 2"(d) LAYER OF MEDIUM SIZED BARK MULCH. ADD MULCH PRIOR TO PLANT INSTALLATION. PLANTING TOPSOIL PER PLANS & SPECIFICATIONS. NOTES: PROVIDE GRANULAR HERBICIDE ABOVE & BELOW MULCH LAYER. PRE-EMERGENT SHALL BE PER RONSTAR, INC. OR APPROVED EQUAL. APPLICATION SHALL BE PER THE MANUFACTURER'S DIRECTIONS & SHALL ADHERE TO ALL ENVIRONMENTAL CODES AND REGULATIONS. SPACING, UNO. TRIANGULAR SCARIFY TOP 6" OF SUBGRADE TO ELIMINATE ANY COMPACTED, SMOOTH SURFACES TO ALLOW IMPROVED WATER INFILTRATION 1. KEEP PLANTS MOIST & SHADED UNTIL TIME OF PLANTING. 2. INSTALL GROUNDCOVER PLANTS IN STRAIGHT, UPRIGHT POSITION 3. LEVEL TO FINISH GRADE. AT LOCATIONS WHERE CLAY SOIL IS PRESENT, BLEND IN IMPORTED SOIL, AMENDMENTS & ORGANIC COMPOST PER AGRICULTURAL SOIL LABORATORY RESULTS AND 4. RECOMMENDATIONS. AT LOCATIONS WHERE SANDY SOIL IS PRESENT, FOLLOW NO. 4 ABOVE WITH THE ADDITION OF 5. AGED MANURE. CL CL SIDEWALKCONC. CURB ORCURB & GUTTERCONC. DRIVEWAYR.O.W. LINE12.0' PERF. PIPE, TYP.12.0' PERF. PIPE, TYP.ROOTWAY 10.0' TREE PIT, TYP.10.0' TREE PIT, TYP.STREET TREESTREET TREEPLANTING PIT4.0' PIT(TYP.)CONTINUES TOUP-SLOPE TREESPVC SMOOTH-WALLTIGHTLINE BETWEENTREES, BEDDED INNATIVE MATERIAL12.0' SECTION OF 4"dia. PVC SMOOTH WALLPERF. PIPE BEDDED IN 3/8" dia. PEA GRAVELENVELOPE.CONNECT PIPE TO STORMDRAIN LINE OR DOWNSPOUTSYSTEM, OR APPROVED EQUAL.THE "PLANTING STRIP" IS THE ENTIRE AREA BETWEEN SIDEWALK & CURB WHERE NEW STREET TREES WILL BE PLANTED. THE "TREE PIT" IS THE EXCVATED AREA FOR THE TREE PLANTING. THE "ROOT-WAY" IS NOTES: THE LOOSENED PORTION OF PLANTING STRIP. 1. INSTALL CONTINUOUS 4" dia. SUBDRAIN LINE IN PLANTER STRIP UNDER ROOT-WAY AND TREE PIT, A MINIMUM OF 3'-0" FROM INVERT OF PIPE TO FINISH GRADE (ADJUST HORIZONTAL & VERTICAL LOCATION AS REQUIRED FOR POSITIVE DRAINAGE). USE SMOOTH WALL, PVC TIGHTLINE IN ROOT-WAY & 12'-0' SMOOTH WALL, PVC PERFORATED 2. PIPE IN TREE PIT. BACKFILL WITH NATIVE MATERIAL AROUND TIGHTLINE & 3/8" dia. PEA GRAVEL ENVELOPE AROUND PERF. PIPE. INSTALL (1) CLEANOUT FLUSH WITH FINISH GRADE AT APPROX. 300'-0" o.c. OR OAT HIGH END OF EACH SYSTEM. CONNECT TO APPROVED STORM DRAIN OR OUTFALL. AT EACH TREE PIT, EXCAVATE & REMOVE ALL NATIVE SOIL TO CREATE 4'-0"x10'-0"x2'-0" DEEP PLANTING PIT. BACKFILL w/IMPORTED PLANTING TOPSOIL OVER LOOSENED, NATIVE SUBGRADE TO AVOID INTERFACE. SLIGHTLY MOUND TOPSOIL BELOW ROOT BALL FOR POSITIVE DRAINAGE. EXISTING SOIL MAY BE USED / AMENDED AS BACKFILL ONLY IF 3. FREE-DRAINING AND ALLOWING AT LEAST (1) GALLON OF WATER TO DRAIN FROM PIT IN 4.0 HOURS. BETWEEN TREE PITS CREATE A CONTINUOUS ROOT-WAY IN THE CENTER OF THE 3'-0"(w) PLANTER STRIP BY SCARIFICATION OF EX. SOIL. AVOID DAMAGE TO SUB-SURFACE DRAINAGE DURING SCARIFICATION. SET SUBGRADE APPROX. 6"-10" BELOW FINISH GRADE. PLACE 4"-5" IMPORTED TOPSOIL. 4. PLACE BACKHOE BUCKET INTO SOIL 2'-0" DEEP. LIFT & CURL BUCKET HALF-WAY OUT OF ROOT-WAY AND ROP MATERIAL BACK IN PLACE TO MIX NATIVE MATERIAL AND IMPORTED TOPSOIL. ADD ADDITIONAL 2"-3" OF IMPORTED TOPSOIL TO FINISH GRADE AND RAKE SMOOTH. SCALE: NOT TO SCALE SHRUB INSTALLATION SECTION5 SCALE: NOT TO SCALE GROUNDCOVER INSTALLATION SECTION4 SCALE: NOT TO SCALE LAWN INSTALLATION SECTION3 NOTE: STORM LINES ONLY FOR STREET TREE LOCATIONS. COORDINATE STORM DRAIN LINES WITH CIVIL PLANS TO ASSURE COMPLETE INSTALLATION. NOTE: STORM LINES ONLY FOR STREET TREE LOCATIONS. COORDINATE STORM DRAIN LINES w/ CIVIL PLANS TO ASSURE FULL INSTALLATION. SCARIFY TOP 6" - 8" OF SUBGRADE TO ELIMINATE SMOOTH, COMPACTED SURFACE AND ALLOW WATER INFILTRATION. NOTIFY ARCHITECT IF IMPORTED TOPSOIL & AMENDMENTS, DEPTH PER PLAN. PLACE IN 2 LIFTS AND TILL WHEN DEPTH IS ADVERSE DRAINAGE CONDITIONS EXIST. EARTHWORK PER CIVIL PLAN & SPECIFICATIONS. ASSURE SUBGRADE DOES NOT BECOME OVERCOMPACTED DURING CONSTRUCTION. RAKE SURFACE / REMOVE DEBRIS. ESTABLISH FINISH GRADE BY SMOOTHING / LEVELING. ROLL GREATER THAN 4" TO MINIMIZE SOIL LAYERING. TO FIRM UP SOIL, DRAG W/ RAKE TO SLIGHTLY ROUGHEN SURFACE. REMOVE 1/2"+ RECESSES. SCALE: NOT TO SCALE CONIFEROUS TREE INSTALLATION2 SCALE: NOT TO SCALE DECIDUOUS TREE INSTALLATION1 L5.0L4.0 SCALE: NOT TO SCALE STREET TREE INSTALLATION6 SITE PLANNING LANDSCAPE ARCHITECTURE A S P E N CONTACT: PAUL J. DIX ASPEN DESIGN GROUP P.O. BOX 2394 ISSAQUAH, WA 98027 (425) 292-9845 (PHONE) PAUL J. DIX CERTIFICATE NO. 620 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT Revi e w O n l yTED-40-4172L5.0MEI LIN SHORT PLATR-417219 LANDSCAPE DETAILS PRELIMINARY SUBDIVISION SUBMITTAL MEI LIN SHORT PLAT MEI LIN SHORT PLATPR:20-000102C:21-000342LUA:20-000060L5.0L4.0 L5.0L4.0 L5.0L4.0 L5.0L4.0 L5.0L4.0 CURRENT PLANNING Name [Date]Alex Morganroth 12/21/2021 18-24" COILED WIRE WATERPROOF CONNECTORS (2) JUMBO VALVE BOX DRIP ZONE KIT MODEL ICZ-101-XX WITH FILTER (TIP 45 DEGREES) REGULATOR 25 OR 40 PSI SCH 80 T.O.E. NIPPLE(2) MAIN LINE PIPE & FITTINGS BRICK SUPPORTS (4) 3/4" MINUS WASHED GRAVEL FINISH GRADE PVC SLIP UNIONS (2) FINISH GRADE 3/4" MINUS WASHED GRAVEL BRICK SUPPORTS (4) MAIN LINE PIPE & FITTINGS SCH 80 T.O.E. NIPPLE STANDARD VALVE BOX WATERPROOF CONNECTORS (2) 18-24" COILED WIRE REMOTE CONTROL VALVE MODEL ICV-101G ACCU-SYNC-ADJ PVC SLIP UNIONS MODEL ACC-XX00-PED 3/4" POWER CONDUIT: SIZE, TYPE, DEPTH PER LOCAL CODE GROUND WIRE CONDUIT, MIN. 1 1/2". GROUND PER ASIC GUIDELINES PEDESTAL BASE: CONCRETE OR PREFABRICATED FINISH GRADE CONDUIT FOR CONTROL WIRES HUNTER ACC CONTROLLER CONDUIT FROM SOLAR SYNC SENSOR TO CONTROLLER OR TO A POINT 12" BELOW GRADE SUITABLE POST, POLE, GUTTER MOUNT. MOUNT IN LOCATION THAT MAXIMIZES DIRECT SUNLIGHT, OPEN TO RAINFALL AND OUT OF SPRINKLER SPRAY PATTERN MODEL: SOLAR SYNC SENSOR CONTROLLER POWER SOURCE CONDUIT FOR VALVE CONTROL WIRE AND SOLAR SYNC COMMUNICATION WIRE COMMUNICATION WIRE, 18-2(WIRE TYPE TO MEET INSTALLATION CODE REQUIREMENTS), FROM MODULE TO SENSOR. MAXIMUM TOTAL WIRE DISTANCE, 200 FEET MAX. 200' AWAY FINISHED GRADE TURF GRASS, GROUND COVERS OR SHRUBS, SEE PLANTING PLANS AMENDED SOIL ECO MAT SUBSURFACE IRRIGATION SITE SOIL D 17mm DRIP LINE TUBING, POLYPROPYLENE FLEECE WRAPPED13.75" (35cm) RECOMMENDED ECO MAT INSTALLATION DEPTH (D): TURF AREAS:4" - 8"(10cm - 20cm) GROUND COVER AREAS:8"(20cm) SHRUB AREAS:12"(30CM) OVERLAP MAT 4" (10cm) 13.75" (35cm) 4" (10cm) SOD STAKE INSTALLED 8 FT ON CENTER OVER TUBING ICZ DRIP CONTROL ZONE KIT, SIZE PER PLAN, (1" KIT SHOWN) ECO MAT SUBSURFACE IRRIGATION MAT PVC / TUBING CONNECTION PVC SUPPLY HEADER, SIZE AS REQUIRED, SEE PLANS DRIP LINE TUBING, WRAPPED IN POLYPROPYLENE FLEECE PLD-BV, 17mm BARBED SHUT-OFF / FLUSH VALVE 17mm PLD BLANK TUBING AS DISCHARGE HEADER PLD-TEE, 17mm BARB X BARB X BARB TEE FITTING D NOTE: SEE CATALOG FOR ALLOWABLE LENGTH OF TUBING RUN (D). PVC SUPPLY HEADER AND POLY DISCHARGE HEADER. TURF GRASS, GROUND COVERS OR SHRUBS, SEE PLANTING PLANS FINISHED GRADE AMENDED SOIL ECO MAT SUBSURFACE IRRIGATION MAT WITH 17mm DRIP LINE TUBING, WRAPPED IN POLYPROPYLENE FLEECE PLD-ELB, 17mm BARB X BARB 90 DEGREE ELL PLD-075, 17mm BARB X 3/4" MIPT ADAPTER, W/ 8" OF BLANK PLD TUBING SITE SOIL PVC LATERAL LINE PVC SST TEE FITTING, LATERAL SIZE X 3/4" D1 D2 D1 - ECO MAT DEPTH PER PLANS D2 - 12" OR PER PLANS OVERLAP ECO MAT OVER CONNECTION AND TO EDGE OF PLANTED AND IRRIGATED AREA RECLAIMED CAP OPTION INSTALLED MODEL PROS-04-CV-R SPRAY HEAD W/"CV" FINISH GRADE LATERAL TEE OR ELBOW LATERAL PIPE HUNTER SWING JOINT 2"-3" BARK MULCH, OR OTHER TYPE OF MULCH AS SPECIFIED ON LANDSCAPE PLAN.12" MIN.BURIAL18" MIN.BURIALLATERAL LINE MAIN LINE CONTROL WIRES PLANTING TOPSOIL FINISH GRADE, BURIAL MEASUREMENT POINT. TRENCH BACKFILL NOTES: 1. TRENCH BACKFILL SHALL BE FREE OF ROCK OR DEBRIS GREATER THAN 1" IN SIZE. 2. DO NOT PLACE ROCK/DEBRIS DIRECTLY AGAINST PIPE. 3. IN TRENCH W/ BOTH MAIN & LATERAL LINES, OFFSET PIPES 6" IN HORIZONTAL DIRECTION UNDISTURBED NATIVE SOIL24" MIN.BURIALSCH. 40 PVC SLEEVE, FINISH GRADE, BURIAL MEASUREMENT POINT. TRENCH BACKFILL NOTES: 1. TRENCH BACKFILL SHALL BE FREE OF ROCK OR DEBRIS GREATER THAN 1" IN SIZE. 2. DO NOT PLACE ROCK/DEBRIS DIRECTLY AGAINST SLEEVE. 2(x) THE SIZE OF PIPEWHICH IT CRADLES 2" DIA. SCH. 40 PVC SLEEVE FOR ELEC. WIRES. PAVEMENT, ASPHALT OR CONCRETE COMPACTED CRUSHED COMPACTED SUBGRADE AGGREGATE PAVEMENT SUBBASE 3. EXTEND SLEEVE 12" BEYOND PAVEMENT EDGE OR AS REQ'D. PER GRADE CONDITIONS. BRICK SUPPORT (3) MAIN LINE TEE OR ELL FINISH GRADE 3/4" MINUS GRAVEL PREFABRICATED SWING JOINT 10" ROUND VALVE BOX MODEL HQ-44LRC-R QUICK COUPLER VALVE MAIN LINE PIPE #4 REBAR W/SS HOSE CLAMPS 3/4-INCH WASHED GRAVEL 6-INCH MINIMUM DEPTH OF VALVE BOX WITH COVER: FINISH GRADE/TOP OF MULCH FILTERED DRAIN VALVE: BRICK (1 OF 2) PVC LATERAL PIPE PVC SCH 40 TEE SCALE: NOT TO SCALE DRIP CONTROL ZONE VALVE1 IRRIGATION DETAIL SCALE: NOT TO SCALE SPRAY CONTROL ZONE VALVE2 IRRIGATION DETAIL SCALE: NOT TO SCALE QUICK COUPLER VALVE3 IRRIGATION DETAIL SCALE: NOT TO SCALE DRAIN VALVE4 SCALE: NOT TO SCALE POP-UP SPRAY HEAD5 SCALE: NOT TO SCALE IRRIGATION CONTROLLER6 IRRIGATION DETAIL SCALE: NOT TO SCALE SOLAR SYNC7 IRRIGATION DETAIL SCALE: NOT TO SCALE (NOT USED)8 SCALE: NOT TO SCALE TRENCH SECTIONS10 SCALE: NOT TO SCALE ECO-MAT11 IRRIGATION DETAIL PLANSECTIONCONNECTION L6.0L4.0 SITE PLANNING LANDSCAPE ARCHITECTURE A S P E N CONTACT: PAUL J. DIX ASPEN DESIGN GROUP P.O. BOX 2394 ISSAQUAH, WA 98027 (425) 292-9845 (PHONE) PAUL J. DIX CERTIFICATE NO. 620 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT Revi e w O n l y L6.0L4.0 L6.0L4.0L6.0L4.0 L6.0L4.0 L6.0L4.0 L6.0L4.0 L6.0L4.0 L6.0L4.0 L6.0L4.0 CURRENT PLANNING Name [Date]Alex Morganroth 12/21/2021