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Home My WebLink AboutCD-4222TALBOT RD SS. GRADY WAY (W E T L AN D )UPCIVIL PLANSFORTHE HOME DEPOT U.S.A., INC.RENTON901 S GRADY WAYCOUNTY OF KINGSTATE OF WASHINGTONVICINITY MAPNSPROJECTSITESHEET NO.SHEET TITLEC0.1COVER SHEETC0.2GENERAL NOTESC0.3GENERAL NOTESC0.4TOPOGRAPHIC PLAND1.0DEMOLITION PLANC1.0SITE PLAN - NORTHC1.1SITE PLAN - SOUTHC1.2SITE IMPROVEMENT DETAILSC1.3SITE IMPROVEMENT DETAILSC2.0GRADING PLAN - NORTHC2.1GRADING PLAN - SOUTHC2.2CONSTRUCTION DETAILSC3.0STORMWATER DRAINAGE PLAN - NORTHC3.1STORMWATER DRAINAGE PLAN - SOUTHC3.2EXISTING DRAINAGE PLANSC3.3EXISTING DRAINAGE PLANSC3.4EXISTING DRAINAGE PLANSC4.0TEMPORARY EROSION AND SEDIMENT CONTROL PLANC4.1TESC DETAILSC5.0UTILITY PLAN - NORTHC5.1UTILITY PLAN - SOUTHC5.2UTILITY DETAILSC5.3UTILITY DETAILSC5.4SEWER LINE PROFILER1.0ROW SITE PLANR2.0ROW GRADING PLANR2.1ROW GRADING SECTION AND DETAILSR3.0CONDITIONS OF APPROVALTS1.0TRAFFIC SIGNAL PLANTR1.1TRAFFIC SIGNAL DETAILSTR1.2TRAFFIC SIGNAL DETAILSIL1.0LIGHTING PLANIL1.1LIGHTING DETAILSIL1.2LIGHTING DETAILSL1.0EXISTING LANDSCAPE PLANL1.1EXISTING TREE NOTESL1.2EXISTING TREE NOTESL1.3PLANTING PLAN - SITEL1.4PLANTING PLAN - SITEL1.5PLANTING PLAN - SITEL1.6PLANTING PLAN - GRADY R.O.W.L1.7PLANTING PLAN - TALBOT R.O.W.L2.0IRRIGATION PLAN - SITEL2.1IRRIGATION PLAN - SITEL2.2SCHEDULES AND NOTESL2.3IRRIGATION PLAN - GRADY R.O.W.L2.5IRRIGATION PLAN - TALBOT R.O.W.L2.6IRRIGATION SCHEDULES - GRADY R.O.W.L3.0LANDSCAPE DETAILSL3.1LANDSCAPE DETAILSL3.2LANDSCAPE DETAILSL4.0LANDSCAPE SPECIFICATIONSL4.1LANDSCAPE SPECIFICATIONSL4.2LANDSCAPE SPECIFICATIONSL4.3LANDSCAPE SPECIFICATIONSIN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4022HOME DEPOT HOME DEPOT PR22-000065 LUA21-000456HOME DEPOTCIVIL CONSTRUCTION PERMIT10/12/202255LARS ANDERSEN & ASSOCIATES, INC.CIVIL ENGINEERS - LAND SURVEYORS - PLANNERSC22003168SHEET INDEX:CONTACT LIST:ABBREVIATIONS LIST:COVER SHEETC0.111" = 120'ESTIMATED QUANTITIES:R-042201REGIONAL FIRE AUTHORITYccappelletti 09/27/2022APPROVEDDEVELOPMENT ENGINEERINGJChavez 10/07/2022L0.0 ENCHANCED PAVING PLANcondition of approval:refer to enhanced paving planfor hardscape installation GENERAL NOTES:IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4022HOME DEPOT HOME DEPOT PR22-000065 LUA21-000456HOME DEPOTCIVIL CONSTRUCTION PERMIT10/12/202255LARS ANDERSEN & ASSOCIATES, INC.CIVIL ENGINEERS - LAND SURVEYORS - PLANNERSC22003168GENERAL NOTESC0.22R-042202 GENERAL NOTES:IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4022HOME DEPOT HOME DEPOT PR22-000065 LUA21-000456HOME DEPOTCIVIL CONSTRUCTION PERMIT10/12/202255LARS ANDERSEN & ASSOCIATES, INC.CIVIL ENGINEERS - LAND SURVEYORS - PLANNERSC22003168GENERAL NOTESC0.33R-042203 TALBOT RD SS. GRADY WAY(WETLAND)LEGEND:SURVEY NOTES:IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4022HOME DEPOT HOME DEPOT PR22-000065 LUA21-000456HOME DEPOTCIVIL CONSTRUCTION PERMIT10/12/202255LARS ANDERSEN & ASSOCIATES, INC.CIVIL ENGINEERS - LAND SURVEYORS - PLANNERSC22003168TOPOGRAHIC PLANC0.441" = 80'R-042204 TALBOT RD SS. GRADY WAY(WETLAND)IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4022HOME DEPOT HOME DEPOT PR22-000065 LUA21-000456HOME DEPOTCIVIL CONSTRUCTION PERMIT10/12/202255LARS ANDERSEN & ASSOCIATES, INC.CIVIL ENGINEERS - LAND SURVEYORS - PLANNERSC22003168DEMOLITION PLAND1.051" = 80'DEMOLITION LEGEND:DEMOLITION NOTES:DEMOLITION LEGEND:R-042205 S. GRADY WAYUPSITE AREATHE HOME DEPOT PARCEL11.68 AC508,870 SFOUTLOT 11.44 AC62,773 SFOUTLOT 21.90 AC82,611 SFROW DEDICATION AREA0.36 AC15,546 SF TOTAL SITE AREA15.38 AC669,800 SFBUILDING AREATHE HOME DEPOT135,745 SF(THD NET FLOOR AREA)130,460 SF)MEZZANINE1,451 SF SUBTOTAL137,196 SFGARDEN CENTER8,246 SFVESTIBULES0 SF TOTAL THD AREA145,442 SF TOTAL BUILDING AREA145,442 SFLOT COVERAGE29%BUILDING HEIGHTMAXIMUM BUILDING HEIGHT50'EXISTING BUILDING HEIGHT24'BULK REGULATIONSREQUIREDPROVIDEDFRONT SETBACK (BLDG.)15'/20' MAX67.4'SIDE SETBACK (BLDG.)0'29.4'REAR SETBACK (BLDG.)10'*37.2'LANDSCAPE BUFFER 35'25'LOT COVERAGE65% MAX20%FLOOR AREA RATIOTBD20%*10' LS (FREEWAY FRONTAGE)PARKING REQUIREDTHE HOME DEPOT1/500 SF261 STALLSGARDEN CENTER0.5/1000 SF4 STALLS TOTAL PARKING REQUIRED265 STALLSPARKING PROVIDEDFRONT FIELD189 STALLSSIDE FIELD / REAR135 STALLS PHASE 1 TOTAL PARKING PROVIDED324 STALLS PHASE 3 PARKING LOSS-43 STALLS TOTAL PARKING PROVIDED281 STALLSINCLUDED IN PARKING PROVIDEDACCESSIBLE STALLS (8 req. @ 301-400)8 STALLSPRO PARKING8 STALLSLOAD-N-GO2 STALLSTHD TRUCK RENTAL6 STALLSTRAILER DISPLAY5 STALLSTHD EQUIPMENT RENTAL10 STALLSNOT INCLUDED IN PARKING PROVIDEDSHED DISPLAY8 STALLSSEASONAL SALES AREA10,082 SF42 STALLSBICYCLE PARKINGPARKING REQUIRED10%27 STALLSPARKING PROVIDED30 STALLSSURFACESPARKING LOT LANDSCAPE191,261 SFPAVEMENT478,539 SFZONING CLASSIFICATIONJURISDICTIONCITY OF RENTONZONING CLASSIFICATIONCOMMERCIAL ARTERIAL (CA)THD USE PERMITTED BY RIGHTYESAPN202305-9007, 172305-9183, 915460-0010STOPYIELDIN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4022HOME DEPOT HOME DEPOT PR22-000065 LUA21-000456HOME DEPOTCIVIL CONSTRUCTION PERMIT10/12/202255LARS ANDERSEN & ASSOCIATES, INC.CIVIL ENGINEERS - LAND SURVEYORS - PLANNERSC22003168SITE PLAN - NORTHC1.061" = 50'SITE INFORMATION:IMPROVEMENT LEGEND:IMPROVEMENT NOTES:STRIPING NOTES:GENERAL NOTES:SURVEY NOTES:FACADE FACING S GRADY WAYTOTAL FACADE489 LF WEATHER PROTECTED FACADE46.5+63.9+30.8+90.1+30.8+68.9 +33.4 364.4 LF (75%)R-042206 TALBOT RD S(WETLAND )STOPYIELDIN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4022HOME DEPOT HOME DEPOT PR22-000065 LUA21-000456HOME DEPOTCIVIL CONSTRUCTION PERMIT10/12/202255LARS ANDERSEN & ASSOCIATES, INC.CIVIL ENGINEERS - LAND SURVEYORS - PLANNERSC22003168SITE PLAN - SOUTHC1.171" = 50'SITE INFORMATION:IMPROVEMENT LEGEND:STRIPING NOTES:GENERAL NOTES:SURVEY NOTES:IMPROVEMENT NOTES:SITE AREATHE HOME DEPOT PARCEL11.68 AC508,870 SFOUTLOT 11.44 AC62,773 SFOUTLOT 21.90 AC82,611 SFROW DEDICATION AREA0.36 AC15,546 SF TOTAL SITE AREA15.38 AC669,800 SFBUILDING AREATHE HOME DEPOT135,745 SF(THD NET FLOOR AREA)130,460 SF)MEZZANINE1,451 SF SUBTOTAL137,196 SFGARDEN CENTER8,246 SFVESTIBULES0 SF TOTAL THD AREA145,442 SF TOTAL BUILDING AREA145,442 SFLOT COVERAGE29%BUILDING HEIGHTMAXIMUM BUILDING HEIGHT50'EXISTING BUILDING HEIGHT24'BULK REGULATIONSREQUIREDPROVIDEDFRONT SETBACK (BLDG.)15'/20' MAX67.4'SIDE SETBACK (BLDG.)0'29.4'REAR SETBACK (BLDG.)10'*37.2'LANDSCAPE BUFFER 35'25'LOT COVERAGE65% MAX20%FLOOR AREA RATIOTBD20%*10' LS (FREEWAY FRONTAGE)PARKING REQUIREDTHE HOME DEPOT1/500 SF261 STALLSGARDEN CENTER0.5/1000 SF4 STALLS TOTAL PARKING REQUIRED265 STALLSPARKING PROVIDEDFRONT FIELD189 STALLSSIDE FIELD / REAR135 STALLS PHASE 1 TOTAL PARKING PROVIDED324 STALLS PHASE 3 PARKING LOSS-43 STALLS TOTAL PARKING PROVIDED281 STALLSINCLUDED IN PARKING PROVIDEDACCESSIBLE STALLS (8 req. @ 301-400)8 STALLSPRO PARKING8 STALLSLOAD-N-GO2 STALLSTHD TRUCK RENTAL6 STALLSTRAILER DISPLAY5 STALLSTHD EQUIPMENT RENTAL10 STALLSNOT INCLUDED IN PARKING PROVIDEDSHED DISPLAY8 STALLSSEASONAL SALES AREA10,082 SF42 STALLSBICYCLE PARKINGPARKING REQUIRED10%27 STALLSPARKING PROVIDED30 STALLSSURFACESPARKING LOT LANDSCAPE191,261 SFPAVEMENT478,539 SFZONING CLASSIFICATIONJURISDICTIONCITY OF RENTONZONING CLASSIFICATIONCOMMERCIAL ARTERIAL (CA)THD USE PERMITTED BY RIGHTYESAPN202305-9007, 172305-9183, 915460-0010R-042207 IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4022HOME DEPOT HOME DEPOT PR22-000065 LUA21-000456HOME DEPOTCIVIL CONSTRUCTION PERMIT10/12/202255LARS ANDERSEN & ASSOCIATES, INC.CIVIL ENGINEERS - LAND SURVEYORS - PLANNERSC22003168SITE IMPROVEMENT DETAILSC1.28CONCRETE WHEEL STOPDETAIL NO. 1STOP BAR AND LETTERINGDETAIL NO. 2R-042208 IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4022HOME DEPOT HOME DEPOT PR22-000065 LUA21-000456HOME DEPOTCIVIL CONSTRUCTION PERMIT10/12/202255LARS ANDERSEN & ASSOCIATES, INC.CIVIL ENGINEERS - LAND SURVEYORS - PLANNERSC22003168SITE IMPROVEMENT DETAILSC1.39R-042209 S. GRADY WAYUPHEAVY DUTY PCC PAVEMENT SECTION :12" MIN. COMPACTED SUBGRADE·95% RELATIVE COMPACTION·MIN. COMPRESSIVE STRENGTH OF4000 PSI6.0" PORTLAND CEMENT CONCRETE·CLASS ALIGHT DUTY AC PAVEMENT SECTION :12" MIN. COMPACTED NATIVE SOIL·95% RELATIVE COMPACTION4" CLASS 2 AGGREGATE BASE COURSE·95% RELATIVE COMPACTION3" AC PAVEMENT·REINFORCE WITH #4 REBAR EACH WAY AT 12"OC AT MID-DEPTH4" CLASS 2 AGGREGATE BASE COURSE·95% RELATIVE COMPACTIONHEAVY DUTY AC PAVEMENT SECTION :12" MIN. COMPACTED NATIVE SOIL·95% RELATIVE COMPACTION4" CLASS 2 AGGREGATE BASE COURSE·95% RELATIVE COMPACTION4" AC PAVEMENTIN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4022HOME DEPOT HOME DEPOT PR22-000065 LUA21-000456HOME DEPOTCIVIL CONSTRUCTION PERMIT10/12/202255LARS ANDERSEN & ASSOCIATES, INC.CIVIL ENGINEERS - LAND SURVEYORS - PLANNERSC22003168GRADING PLAN - NORTHC2.0101" = 50'GENERAL GRADING NOTES:GRADING LEGEND:GRADING NOTES:ESTIMATED QUANTITIES:GENERAL NOTES:··R-042210 TALBOT RD S(WETLAND )HEAVY DUTY PCC PAVEMENT SECTION :12" MIN. COMPACTED SUBGRADE·95% RELATIVE COMPACTION·MIN. COMPRESSIVE STRENGTH OF4000 PSI6.0" PORTLAND CEMENT CONCRETE·CLASS ALIGHT DUTY AC PAVEMENT SECTION :12" MIN. COMPACTED NATIVE SOIL·95% RELATIVE COMPACTION4" CLASS 2 AGGREGATE BASE COURSE·95% RELATIVE COMPACTION3" AC PAVEMENT·REINFORCE WITH #4 REBAR EACH WAY AT 12"OC AT MID-DEPTH4" CLASS 2 AGGREGATE BASE COURSE·95% RELATIVE COMPACTIONHEAVY DUTY AC PAVEMENT SECTION :12" MIN. COMPACTED NATIVE SOIL·95% RELATIVE COMPACTION4" CLASS 2 AGGREGATE BASE COURSE·95% RELATIVE COMPACTION4" AC PAVEMENTIN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4022HOME DEPOT HOME DEPOT PR22-000065 LUA21-000456HOME DEPOTCIVIL CONSTRUCTION PERMIT10/12/202255LARS ANDERSEN & ASSOCIATES, INC.CIVIL ENGINEERS - LAND SURVEYORS - PLANNERSC22003168GRADING PLAN - SOUTHC2.1111" = 50'GENERAL GRADING NOTES:ESTIMATED QUANTITIES:GENERAL NOTES:GRADING LEGEND:R-042211GRADING NOTES:·· IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4022HOME DEPOT HOME DEPOT PR22-000065 LUA21-000456HOME DEPOTCIVIL CONSTRUCTION PERMIT10/12/202255LARS ANDERSEN & ASSOCIATES, INC.CIVIL ENGINEERS - LAND SURVEYORS - PLANNERSC22003168CONSTRUCTION DETAILSC2.212R-042212DETAIL NO. 1CONCRETE CHANNEL S. GRADY WAYUPIN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4022HOME DEPOT HOME DEPOT PR22-000065 LUA21-000456HOME DEPOTCIVIL CONSTRUCTION PERMIT10/12/202255LARS ANDERSEN & ASSOCIATES, INC.CIVIL ENGINEERS - LAND SURVEYORS - PLANNERSC22003168STORMWATER DRAINAGE PLAN - NORTHC3.0131" = 50'STORMWATER LEGEND:STORMWATER NOTES:CATCH BASIN INDEX:GENERAL NOTES:R-042213DEVELOPMENT ENGINEERINGJChavez 10/17/2022 TALBOT RD S(WETLAND )31.25WIN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4022HOME DEPOT HOME DEPOT PR22-000065 LUA21-000456HOME DEPOTCIVIL CONSTRUCTION PERMIT10/12/202255LARS ANDERSEN & ASSOCIATES, INC.CIVIL ENGINEERS - LAND SURVEYORS - PLANNERSC22003168STORMWATER DRAINAGE PLAN - SOUTHC3.1141" = 50'CATCH BASIN INDEX:GENERAL NOTES:STORMWATER NOTES:STORMWATER LEGEND:R-042214 IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4022HOME DEPOT HOME DEPOT PR22-000065 LUA21-000456HOME DEPOTCIVIL CONSTRUCTION PERMIT10/12/202255LARS ANDERSEN & ASSOCIATES, INC.CIVIL ENGINEERS - LAND SURVEYORS - PLANNERSC22003168EXISTING DRAINAGE PLANSC3.215R-042215 IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4022HOME DEPOT HOME DEPOT PR22-000065 LUA21-000456HOME DEPOTCIVIL CONSTRUCTION PERMIT10/12/202255LARS ANDERSEN & ASSOCIATES, INC.CIVIL ENGINEERS - LAND SURVEYORS - PLANNERSC22003168EXISTING DRAINAGE PLANSC3.316R-042216 IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4022HOME DEPOT HOME DEPOT PR22-000065 LUA21-000456HOME DEPOTCIVIL CONSTRUCTION PERMIT10/12/202255LARS ANDERSEN & ASSOCIATES, INC.CIVIL ENGINEERS - LAND SURVEYORS - PLANNERSC22003168EXISTING DRAINAGE PLANSC3.417R-042217 TALBOT RD SS. GRADY WAY(WETLAND)UP··········IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4022HOME DEPOT HOME DEPOT PR22-000065 LUA21-000456HOME DEPOTCIVIL CONSTRUCTION PERMIT10/12/202255LARS ANDERSEN & ASSOCIATES, INC.CIVIL ENGINEERS - LAND SURVEYORS - PLANNERSC22003168TEMPORARY EROSION AND SEDIMENTCONTROL PLANSC4.0181" = 80'EROSION CONTROL LEGEND:GENERAL NOTES:EROSION CONTROL NOTES:EROSION CONTROL / SWPPS MEASURES:GENERAL EROSION CONTROL NOTES:DETAIL NO. 1EROSION CONTROL SIGNAGER-042218condition of approval:please see sheet L1.0 fortree protectionrequirements IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4022HOME DEPOT HOME DEPOT PR22-000065 LUA21-000456HOME DEPOTCIVIL CONSTRUCTION PERMIT10/12/202255LARS ANDERSEN & ASSOCIATES, INC.CIVIL ENGINEERS - LAND SURVEYORS - PLANNERSC22003168TESC DETAILSC4.119R-042219 S. GRADY WAYUPIN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4022HOME DEPOT HOME DEPOT PR22-000065 LUA21-000456HOME DEPOTCIVIL CONSTRUCTION PERMIT10/12/202255LARS ANDERSEN & ASSOCIATES, INC.CIVIL ENGINEERS - LAND SURVEYORS - PLANNERSC22003168UTILITY PLAN - NORTHC5.0201" = 50'SEWER CONSTRUCTION NOTES:GENERAL NOTES:WATER CONSTRUCTION NOTES:UTILITY CONSTRUCTION NOTES:PERMIT NOTES:UTILITY LEGEND:R-042220water utilities werereviewed and approvedas part of c22004541. TALBOT RD S(WETLAND )31.25WIN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4022HOME DEPOT HOME DEPOT PR22-000065 LUA21-000456HOME DEPOTCIVIL CONSTRUCTION PERMIT10/12/202255LARS ANDERSEN & ASSOCIATES, INC.CIVIL ENGINEERS - LAND SURVEYORS - PLANNERSC22003168R-042221UTILITY PLAN - SOUTHC5.1211" = 50'WATER CONSTRUCTION NOTES:SEWER CONSTRUCTION NOTES:GENERAL NOTES:UTILITY CONSTRUCTION NOTES:PERMIT NOTES:S-042201UTILITY LEGEND:water utilities werereviewed and approvedunder c22004541WASTEWATER UTILITYJStowell 09/28/2022DEVELOPMENT ENGINEERINGJChavez 10/07/2022 IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4022HOME DEPOT HOME DEPOT PR22-000065 LUA21-000456HOME DEPOTCIVIL CONSTRUCTION PERMIT10/12/202255LARS ANDERSEN & ASSOCIATES, INC.CIVIL ENGINEERS - LAND SURVEYORS - PLANNERSC22003168UTILITY DETAILSC5.222PERMIT NOTES:R-042222water utilities werereviewed and approvedas part of c22004541. IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4022HOME DEPOT HOME DEPOT PR22-000065 LUA21-000456HOME DEPOTCIVIL CONSTRUCTION PERMIT10/12/202255LARS ANDERSEN & ASSOCIATES, INC.CIVIL ENGINEERS - LAND SURVEYORS - PLANNERSC22003168UTILITY DETAILSC5.323R-042223S-042202DEVELOPMENT ENGINEERINGJChavez 10/14/2022 31.25WPROPOSED SEWER LINE PROFILE (STA: 0+00.00 TO 3+88.15)SCALE: 1" = 20' HORIZONTAL1" = 5' VERTICALIN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4022HOME DEPOT HOME DEPOT PR22-000065 LUA21-000456HOME DEPOTCIVIL CONSTRUCTION PERMIT10/12/202255LARS ANDERSEN & ASSOCIATES, INC.CIVIL ENGINEERS - LAND SURVEYORS - PLANNERSC22003168SEWER LINE PROFILEC5.424R-042224S-042203SDR-35 PVCDEVELOPMENT ENGINEERINGJChavez 10/07/2022WASTEWATER UTILITYJStowell 09/28/2022 TALBOT RD SS. GRADY WAYIN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4022HOME DEPOT HOME DEPOT PR22-000065 LUA21-000456HOME DEPOTCIVIL CONSTRUCTION PERMIT9/23/202248LARS ANDERSEN & ASSOCIATES, INC.CIVIL ENGINEERS - LAND SURVEYORS - PLANNERSC22003168ROW SITE PLANR1.0251" = 30'IMPROVEMENT NOTES:IMPROVEMENT LEGEND:GENERAL NOTES:SURVEY NOTES:R-042225DEVELOPMENT ENGINEERINGJChavez 10/14/2022 TALBOT RD SS. GRADY WAYAALEGEND:CONSTRUCTION NOTES:GENERAL NOTES:GRADING NOTES:IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4022HOME DEPOT HOME DEPOT PR22-000065 LUA21-000456HOME DEPOTCIVIL CONSTRUCTION PERMIT9/23/202248LARS ANDERSEN & ASSOCIATES, INC.CIVIL ENGINEERS - LAND SURVEYORS - PLANNERSC22003168ROW GRADING PLANR2.0261" = 30'SURVEY NOTES:SECTION A-A1"=5'R-042226DEVELOPMENT ENGINEERINGJChavez 10/14/2022 IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4022HOME DEPOT HOME DEPOT PR22-000065 LUA21-000456HOME DEPOTCIVIL CONSTRUCTION PERMIT9/23/202248LARS ANDERSEN & ASSOCIATES, INC.CIVIL ENGINEERS - LAND SURVEYORS - PLANNERSC22003168ROW GRADING SECTION AND DETAILSR2.127RAMP A1"=5'RAMP B1"=5'RAMP C1"=5'RAMP D1"=5'RAMP E1"=5'RAMP F1"=5'R-042227DEVELOPMENT ENGINEERINGJChavez 10/14/2022 IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4022HOME DEPOT HOME DEPOT PR22-000065 LUA21-000456HOME DEPOTCIVIL CONSTRUCTION PERMIT9/23/202248LARS ANDERSEN & ASSOCIATES, INC.CIVIL ENGINEERS - LAND SURVEYORS - PLANNERSC22003168CONDITIONS OF APPROVALR3.028R-042228 S. GRADY WAYLEGEND:CONSTRUCTION NOTES:IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4022HOME DEPOT HOME DEPOT PR22-000065 LUA21-000456HOME DEPOTCIVIL CONSTRUCTION PERMIT9/23/202248LARS ANDERSEN & ASSOCIATES, INC.CIVIL ENGINEERS - LAND SURVEYORS - PLANNERSC22003168TRAFFIC SIGNAL PLANTS1.0291" = 20'R-042229install ppb pole andfoundation,J-20.10-04.watershed to installpushbutton.put sign that says"crosswalk closed,use this cross walk---->". put sign ona-frame stand.pole must be 2-feetaway from rampcornerDEVELOPMENT ENGINEERINGJChavez 10/07/2022TRANSPORTATION OPERATIONCBarnes 10/11/2022 IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4022HOME DEPOT HOME DEPOT PR22-000065 LUA21-000456HOME DEPOTCIVIL CONSTRUCTION PERMIT9/23/202248LARS ANDERSEN & ASSOCIATES, INC.CIVIL ENGINEERS - LAND SURVEYORS - PLANNERSC22003168TRAFFIC SIGNAL DETAILSTS1.130R-042230DEVELOPMENT ENGINEERINGJChavez 10/07/2022TRANSPORTATION OPERATIONCBarnes 10/11/2022 IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4022HOME DEPOT HOME DEPOT PR22-000065 LUA21-000456HOME DEPOTCIVIL CONSTRUCTION PERMIT9/23/202248LARS ANDERSEN & ASSOCIATES, INC.CIVIL ENGINEERS - LAND SURVEYORS - PLANNERSC22003168TRAFFIC SIGNAL WIRINGTS1.231R-042231DEVELOPMENT ENGINEERINGJChavez 10/07/2022TRANSPORTATION OPERATIONCBarnes 10/11/2022 S. GRADY WAYIN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4022HOME DEPOT HOME DEPOT PR22-000065 LUA21-000456HOME DEPOTCIVIL CONSTRUCTION PERMIT9/23/202248LARS ANDERSEN & ASSOCIATES, INC.CIVIL ENGINEERS - LAND SURVEYORS - PLANNERSC22003168IMPROVEMENT LEGEND:CONSTRUCTION NOTES:GENERAL NOTES:ROW LIGHTING PLANIL1.0321" = 30'R-0422328ft, typ for 35-foot lightmake sure that street light extends2-feet into the street. move foundationor increase arm length accordingly, typ.if the foundation is shifted closer tocurb, shift all new streetlightfoundations for uniform installation.120W for street lights, typ.DEVELOPMENT ENGINEERINGJChavez 10/07/2022TRANSPORTATION OPERATIONCBarnes 10/11/2022TRANSPORTATION OPERATIONCBarnes 10/11/2022 IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4022HOME DEPOT HOME DEPOT PR22-000065 LUA21-000456HOME DEPOTCIVIL CONSTRUCTION PERMIT9/23/202248LARS ANDERSEN & ASSOCIATES, INC.CIVIL ENGINEERS - LAND SURVEYORS - PLANNERSC22003168ROW LIGHTING DETAILSIL1.133R-042233DEVELOPMENT ENGINEERINGJChavez 10/07/2022TRANSPORTATION OPERATIONCBarnes 10/11/2022 IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4022HOME DEPOT HOME DEPOT PR22-000065 LUA21-000456HOME DEPOTCIVIL CONSTRUCTION PERMIT9/23/202248LARS ANDERSEN & ASSOCIATES, INC.CIVIL ENGINEERS - LAND SURVEYORS - PLANNERSC22003168ROW LIGHTING DETAILSIL1.234R-042234DEVELOPMENT ENGINEERINGJChavez 10/07/2022TRANSPORTATION OPERATIONCBarnes 10/11/2022 TREES EXISTINGBOTANICAL / COMMON NAMECALQTYCedrus deodara / Deodar CedarSee Plan 5Liquidambar styraciflua / Sweet GumSee Plan 37Liriodendron tulipifera 'Fastigiata' / Columnar Tulip Poplar See Plan 2Prunus avium / Sweet CherrySee Plan 15Thuja occidentalis / American ArborvitaeSee Plan 17TREES REMOVEDBOTANICAL / COMMON NAMECALQTYLiquidambar styraciflua / Sweet GumSee Plan 24Liriodendron tulipifera 'Fastigiata' / Columnar Tulip Poplar See Plan 20Pinus spp.See Plan 18Prunus avium / Sweet CherrySee Plan 10GROUND COVERSBOTANICAL / COMMON NAMECONTQTYLandscape Area to be Removed / Existing Shrubs and Turf Existing 51,875 sfExisting landscape areas to be rmeoved. Mix of shrubsand turf. See tree legend for trees to remain and beremoved.Landscape Area to Remain / Existing Shrubs and turf Existing 149,229 sfExisting landscape areas to remain. Mix of shrubs andturf.EXISTING PLANT SCHEDULE6" Trunk6" Trunk6" Trunk6" Trunk6" Trunk4" Trunk6" Trunk6" Trunk6" Trunk6" Trunk6" Trunk6" Trunk6" Trunk6" Trunk6" Trunk6" Trunk6" Trunk6" Trunk6" Trunk6" Trunk6" Trunk6" Trunk6" Trunk6" Trunk6" Trunk6" Trunk6" Trunk6" Trunk6" Trunk6" Trunk6" Trunk6" Trunk6" Trunk6" Trunk6" Trunk6" Trunk6" Trunk6" Trunk6" Trunk6" Trunk4" Trunk6" Trunk6" Trunk6" Trunk6" Trunk18" Trunk16" Trunk6" Trunk6" Trunk6" Trunk8" Trunk8" Trunk12" Trunk12" Trunk12" Trunk12" Trunk12" Trunk12" Trunk12" Trunk12" Trunk12" Trunk12" Trunk12" Trunk12" Trunk12" Trunk12" Trunk12" Trunk12" Trunk12" Trunk12" Trunk12" Trunk12" Trunk12" Trunk12" Trunk12" Trunk6" Trunk6" Trunk6" Trunk12" Trunk18" Trunk18" Trunk18" Trunk18" Trunk12" Trunk18" Trunk18" Trunk18" Trunk18" Trunk18" Trunk6" Trunk6" Trunk6" Trunk6" Trunk6" Trunk6" Trunk6" Trunk6" Trunk6" Trunk6" Trunk6" Trunk6" Trunk6" Trunk18" Trunk18" Trunk18" Trunk18" Trunk18" Trunk18" Trunk18" Trunk18" Trunk6" Trunk6" Trunk6" Trunk6" Trunk6" Trunk6" Trunk6" Trunk6" Trunk6" Trunk6" Trunk6" Trunk6" Trunk6" TrunkS. GRADY WAYS. GRADY WAYTALBOT ROAD S.TALBOT ROAD S.TALBOT ROAD S.S. GR A D Y W A Y NORTHEXISTING LANDSCAPEPLANNO.REVISIONBY DATE APPRIN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4022HOME DEPOT HOME DEPOT PR22-000065 LUA21-000456HOME DEPOTCIVIL CONSTRUCTION PERMIT8/8/202255C C incAC U M M I N G S C U R L E Y and A S S O C I A T E S, I N CL a n d s c a p e A r c h i t e c t s 1700 Pacific Coast Highway, Suite CTel. 562.424.8182Seal Beach, California 90740California 3583 • Arizona 30100 • Nevada 578 • Utah 377204Colorado 1559 • Texas 3337 • Washington 1069 • CLARB 1848ROB E R T LAWRENCE CURLEYNO. 1069 EXP. 12. 0 1.22LICENSED LANDSCAPE AR C HITECT STA T E OF WASHINGTONRobert L. Curley, RLA1RC8/22/22RCBULLETIN #11RC9/30/22RCDELTA #1RC10/6/22RCCITY PC CORRECTION351" =60'R-042235L1.0tree protection, typ. refer to std plan on this sheet for treeprotection requirements. if work is not inclose proximity to trees, inspector candetermine whether fencing is required or not.JDing 10/14/2022CURRENT PLANNING EXISTING TREE NOTESNO.REVISIONBY DATE APPRIN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4022HOME DEPOT HOME DEPOT PR22-000065 LUA21-000456HOME DEPOTCIVIL CONSTRUCTION PERMIT8/8/202255C C incAC U M M I N G S C U R L E Y and A S S O C I A T E S, I N CL a n d s c a p e A r c h i t e c t s 1700 Pacific Coast Highway, Suite CTel. 562.424.8182Seal Beach, California 90740California 3583 • Arizona 30100 • Nevada 578 • Utah 377204Colorado 1559 • Texas 3337 • Washington 1069 • CLARB 1848ROB ER T LAWRENCE CURLEYNO. 1069 EXP. 12. 0 1 .22LICENSED LANDSCAPE AR C HITECT STA TE OF WASHINGTONRobert L. Curley, RLA1RC8/22/22RCBULLETIN #11RC9/30/22RCDELTA #1RC10/6/22RCCITY PC CORRECTION36R-042236L1.1JDing 10/14/2022CURRENT PLANNING NO.REVISIONBY DATE APPRIN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4022HOME DEPOT HOME DEPOT PR22-000065 LUA21-000456HOME DEPOTCIVIL CONSTRUCTION PERMIT8/8/202255C C incAC U M M I N G S C U R L E Y and A S S O C I A T E S, I N CL a n d s c a p e A r c h i t e c t s 1700 Pacific Coast Highway, Suite CTel. 562.424.8182Seal Beach, California 90740California 3583 • Arizona 30100 • Nevada 578 • Utah 377204Colorado 1559 • Texas 3337 • Washington 1069 • CLARB 1848ROB ER T LAWRENCE CURLEYNO. 1069 EXP. 12. 0 1 .22LICENSED LANDSCAPE AR C HITECT STA TE OF WASHINGTONRobert L. Curley, RLA1RC8/22/22RCBULLETIN #11RC9/30/22RCDELTA #1RC10/6/22RCCITY PC CORRECTION37EXISTING TREE NOTESR-042237Tree protection measures to be installed to protect retained trees during construction in compliance with RMC 4-4-130: Protection Measures During Construction: Protection measures in this subsection shall apply for all trees that are to be retained on site and off site. Off-site trees containing driplines that encroach onto the site under construction shall be considered protected trees unless the applicant obtains written permission from the abutting property owner to removethe off-site trees and it is determined that the tree removal on the abutting property is in compliance with subsection C of this Section, Allowed Tree Removal Activities. All of thefollowing tree protection measures shall apply:a. Temporary Tree Protection Fencing: Prior to development activities, the applicant shall erect and maintain a six-foot (6') high, post-driven, chain-link temporary constructionfence around the drip lines of all retained trees, or if a tree protection tract or easement is provided, along the perimeter of the tree protection tract or easement. The temporary treeprotection fencing shall be installed with steel posts driven at a depth that will adequately ensure the fence remains in an upright position for the duration of the development. Thetemporary tree protection fencing shall not be disturbed, removed, or relocated until the conclusion of construction activities. Protected trees may be fenced individually or in groupsof trees. Individual trees shall be fenced on four (4) sides. If some tree or vegetation removal is necessary in order to gain access to retained trees for the purposes of installingtemporary tree protection fencing, the applicant shall submit a phased tree removal plan for review and approval by the Administrator, prior to all development activities.b. Tree Protection Signage: Signage shall be placed on the tree protection fencing at intervals of no more than twenty feet (20') along the entirety of the protective tree fence.The sign(s) shall be designed, constructed, and installed in accordance with official specifications provided by the Administrator and shall convey the information deemed necessaryby the Administrator.c. Construction Storage Prohibited: The applicant may not fill, excavate, stack, or store any equipment, dispose of any materials, supplies or fluids, operate any equipment, orcompact the earth in any way within the area defined by the drip line of any tree to be retained.d. Protection From Grade Changes: If the 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 the tree.The diameter of this wall or well must be equal to the tree drip line.e. Impervious Surfaces Prohibited Within the Drip Line: The applicant may not install impervious surface material within the area defined by the drip line of any tree to beretained, unless otherwise approved by the City. (Ord. 5958, 12-9-2019)f. Utilities Prohibited Within the Drip Line: The applicant may not install utilities within the area defined by the drip line of any tree to be retained, unless otherwise approved bythe City.g. Restrictions on Grading Within the Drip Lines of Retained Trees: The grade level around any tree to be retained may not be lowered within the greater of the following areas:Tree protection zone based on tree size, species, soil, or other conditions may be required. (Ord. 5676, 12-3-2012)h. Vegetation and Undergrowth Protection: With the exception of invasive species removal which has received prior written approval from the City, removal of the existingvegetation within the drip line of protected trees is prohibited during development activities. Native understory trees, shrubs, and other vegetation shall be protected within thedesignated tree protection area for the duration of the development activities. All areas within the required fencing shall be covered evenly with a minimum of three inches (3") ofbark mulch prior to installation of the protective fencing, except in areas where mulch will adversely affect protected ground cover plants. (Ord. 5676, 12-3-2012)i. Monitoring Required During Construction: For all protected trees required to be retained in compliance with a land use decision, the applicant shall retain an ISA certifiedarborist or ASCA certified consultant to ensure trees are protected from development activities and/or to prune branches and roots, fertilize, and water as appropriate for any treesand ground cover that are to be retained. The ISA certified arborist or ASCA certified consultant shall supervise the installation of any required tree protection fencing, permanent ortemporary.j. Alternative Protection: Alternative safeguards may be used if determined by the Administrator that such safeguards would provide equal or greater tree protection.L1.2JDing 10/14/2022CURRENT PLANNING LIMIT OF WORK S. G R A D Y W A Y S. GRADY WAYTALBOT ROAD S. S. G R A D Y W A Y S. G R A D Y W A Y NORTHPLANTING PLANSITENO.REVISIONBY DATE APPRIN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4022HOME DEPOT HOME DEPOT PR22-000065 LUA21-000456HOME DEPOTCIVIL CONSTRUCTION PERMIT8/8/202255C C incAC U M M I N G S C U R L E Y and A S S O C I A T E S, I N CL a n d s c a p e A r c h i t e c t s 1700 Pacific Coast Highway, Suite CTel. 562.424.8182Seal Beach, California 90740California 3583 • Arizona 30100 • Nevada 578 • Utah 377204Colorado 1559 • Texas 3337 • Washington 1069 • CLARB 1848ROB E R T LAWRENCE CURLEYNO. 1069 EXP. 12 . 0 1.22LICENSED LANDSCAPE AR C H ITECT STA T E OF WASHINGTONRobert L. Curley, RLA1RC8/22/22RCBULLETIN #11RC9/30/22RCDELTA #1RC10/6/22RCCITY PC CORRECTION381" =30'R-042238L-101L-101L-101L-101L1.3L-101L-101L-101L-101SYMBOLDESCRIPTIONQTYPure Modern Cube Planter, XX Large2439"L x 39"W, x 39"H Charcoal Gray w/ Drain Holes866-538-5001L-101Landscape NotesJDing 10/14/2022CURRENT PLANNING C C C C C C C C C C C C C C C CCCCCCCCCCCCCCCCTALBOT ROAD S.TALBOT ROAD S.NORTHPLANTING PLANSITENO.REVISIONBY DATE APPRIN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4022HOME DEPOT HOME DEPOT PR22-000065 LUA21-000456HOME DEPOTCIVIL CONSTRUCTION PERMIT8/8/202255C C incAC U M M I N G S C U R L E Y and A S S O C I A T E S, I N CL a n d s c a p e A r c h i t e c t s 1700 Pacific Coast Highway, Suite CTel. 562.424.8182Seal Beach, California 90740California 3583 • Arizona 30100 • Nevada 578 • Utah 377204Colorado 1559 • Texas 3337 • Washington 1069 • CLARB 1848ROB E R T LAWRENCE CURLEYNO. 1069 EXP. 12 . 0 1.22LICENSED LANDSCAPE AR C H ITECT STA T E OF WASHINGTONRobert L. Curley, RLA1RC8/22/22RCBULLETIN #11RC9/30/22RCDELTA #1RC10/6/22RCCITY PC CORRECTION391" =30'R-042239L-101L-101L-101L-101L-101L-101L-101L-101L-101L-101L-101L-101L-101L-101L-101L-101SYMBOLDESCRIPTIONQTYPure Modern Cube Planter, XX Large2439"L x 39"W, x 39"H Charcoal Gray w/ Drain Holes866-538-5001L-101Landscape NotesL1.4EXISTING LANDSCAPETO REMAINEXISTING LANDSCAPETO REMAINJDing 10/14/2022CURRENT PLANNING GENERAL LANDSCAPE NOTES:1. Contractor is responsible for obtaining all necessary permits from the appropriate agency prior to commencingwork. Contractor shall contact Line Locators (811) a min. of 48 hours prior to any digging or trenching. If thereare any discrepancies with existing lines and landscaping, it is the contractor's responsibility to contact thelandscape architect and request a site visit to address the conflicts. Contractor shall comply and conform to anyand all local and state codes for work, schedules and any other project related requirements.2. Contractor shall coordinate directly with the landscape architect for all landscape related issues, concerns,inspections and approvals. Contractor shall provide the landscape architect with a written request for a site visitto address any related items.3. Scope of work shall include any and all specified and unspecified but related incidental work to achieve thedesign indicated on the landscape plans. All labor, materials, subcontractors, equipment, and related incidentalitems shall be supplied and installed to achieve a complete project, unless directed otherwise by the generalcontractor or landscape architect.4. Contractor to verify all sub grades are set below required amendments to insure the finished grade will matchwhat is intended by civil or drainage design. All sub grades and finished or final grades shall be graded to drainto the designed drainage system with positive drainage away from all structures.5. Grade Preparation:A.Slopes used for grass plantings or turf shall be less than 3:1 or 33 percent. Otherwise plantings should notrequire mechanized mowing equipment.6. Plant Spacing Provisions.A.Trees shall be planted on a spacing approximating 30 feet on-center.B.Shrubs shall be planted on a spacing appropriately to the mature size.C.Groundcover. Vegetative groundcover shall be installed so that complete coverage will be achieved in three orfour years.1. The spacing of the planting material shall be appropriate to the chosen species based on an approved landscape plan2. Groundcover will be spaced in a manner to achieve general coverage within two years.3. Where a four-inch container is used, groundcover shall be spaced at a minimum of 12 inches on-center. Wherea one-gallon container is used, groundcover shall be spaced at a minimum of 24 inches on-center. Groundcoveris not required beneath the drip line of shrubs.D.Turf grass is prohibited as a groundcover in interior parking lot applications and within any perimeter landscaperequirement less than 10 feet in width.Soil Preparation and Mulching.1. Soil Preparation.A.Planting beds should be deep tilled to a depth of at least 12 inches. Soils shall be enhanced through theaddition of the following materials: bark and forestry by-products, organic matter such as composted yardwaste, organics and other amendments as needed through a soils test.B.On project sites where topsoil is limited or nonexistent, a minimum depth of 6 (six) inches of sandy loam topsoilshould be tilled into the soil to a depth of 12 inches through all planting areas.C.For all newly planted areas, three cubic yards of composted organic matter per 1,000 square feet of landscapearea should be added to a depth of four inches to the top of the soil.D.Seeded areas shall be fine graded and rolled.2. Mulching of Newly Planted or Replanted Areas.A.Mulches must be applied to the following depths: a minimum 3 (three) inches over bare soil, and two incheswhere plant materials will cover.B.Mulches must include organic materials, such as wood chips and shredded bark.C.Nonporous materials, such as plastic sheeting, shall not be used in any area of the landscape because ofdown-slope erosion and potential soil contamination from herbicide washing.D.Mulch should be applied regularly to and maintained in all planting areas to assist soils in retaining moisture,reducing weed growth, and minimizing erosion.7. Contractor shall field layout all plant material and contactthe landscape architect for a site visit to approve the layout. Any field modifications shall be done by thelandscape architect prior to planting.3. Contractor shall immediately notify the landscape architect of any poor drainage condition in landscape areas.No standing water shall be permitted in any landscape areas - either on the surface or below the topsoil. Thelandscape architect shall coordinate the drainage solution with the general contractor and civil engineer. Oncethe concerns have been remedied planting shall commence.4. All groundcover to be planted in a triangular spacing formation, equal in all directions to the centers of thegroundcovers in distances indicated in the legend. Contractor shall verify all quantities of groundcovers by areacalculations and spacing requirements.5. Landscaping is to be per plan. Plant substitutions due to availability or otherwise will be allowed only withlandscape architect, owner and agency approval. Any substitutions will be with material of similar size, growthcharacteristics, and quality.6. All trees must be staked as necessary so as to maintain material in a healthy, vigorous growing condition.7. Landscaping shall be installed in a professional workmanlike manner that is consistent and accepted throughoutthe industry. All landscape and irrigation work shall be performed by experienced persons familiar with scope ofproject.8. All landscape material and labor is to be guaranteed for a period of one full year from the time of completion.9. When planting 'Balled and Burlapped' product, gently place root ball in prepared hole with burlap still on the rootball. Remove all wire from any B&B plant material, cut jute strings and roll burlap off top of root ball. If burlap isgreen in color, carefully remove the entire burlap bag and all binding from the root ball.10. Street trees shall have caliper size of at least 3" measure per American Association of Nurserymen Standards.11. Street trees shall be high branching with canopy that starts at least 6' above finish grade.12. All plant I.D. tags are to remain on the plant material until final inspection has been completed. Once approvedall plant I.D. tags shall be removed and discarded appropriately.13. Trees shall be cared for in accordance with the American National Standards Institute (ANSI) standard practicesfor trees, shrubs and other woody plant maintenance (ANSI 300) in order to allow them to reach there matureheight and form.14. Pruning of street trees shall be performed per the ANSI 300 standards so as to maintain the natural form of thetree, encourage vigorous growth to a mature spread and height, and avoid weakening the tree to create ahazard. Street trees shall not be topped pollarded, or otherwise pruned in a manner contrary to these goals,unless there is no practicable alternative that would preserve essential utility services.15. Plant material selected is drought tolerant or native species. The project proponent shall be responsible formaintaining and watering all plant material throughout the first growing season and in times of drought.Temporary irrigation shall be provided via a hose bib located on the building.PLANTING PLANSITENO.REVISIONBY DATE APPRIN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4022HOME DEPOT HOME DEPOT PR22-000065 LUA21-000456HOME DEPOTCIVIL CONSTRUCTION PERMIT8/8/202255C C incAC U M M I N G S C U R L E Y and A S S O C I A T E S, I N CL a n d s c a p e A r c h i t e c t s 1700 Pacific Coast Highway, Suite CTel. 562.424.8182Seal Beach, California 90740California 3583 • Arizona 30100 • Nevada 578 • Utah 377204Colorado 1559 • Texas 3337 • Washington 1069 • CLARB 1848ROB ER T LAWRENCE CURLEYNO. 1069 EXP. 12. 0 1 .22LICENSED LANDSCAPE AR C HITECT STA TE OF WASHINGTONRobert L. Curley, RLA1RC8/22/22RCBULLETIN #11RC9/30/22RCDELTA #1RC10/6/22RCCITY PC CORRECTION401" =30'R-042239L1.5TREESCODEQTYBOTANICAL / COMMON NAMECALH/WBOX SIZEFA 24 Fraxinus pennsylvanica 'Cimmzam' TM / Cimmaron Green Ash2"6`H x 4`W B&BMP 24 Magnolia grandiflora 'Little Gem' / Little Gem Dwarf Southern Magnolia 1-1/2"15 galInstall in pot planter specified by others.ML 4 Magnolia grandiflora 'Little Gem' / Little Gem Dwarf Southern Magnolia 2"6`H x 4`W B&B15' height maximum in PSE easementQG 1Quercus garryana / Oregon White Oak2"6`H x 4`W B&BRP 14 Rhamnus purshiana / Cascara2"6`H x 4`W B&BInstall with DeWitt Dew Right Tree Watering Bag. Bag to remain until treeis established.SHRUBSCODEQTYBOTANICAL / COMMON NAMECONTSPACINGH/WBC 392 Berberis thunbergii 'Crimson Pygmy' / Crimson Pygmy Japanese Barberry #02Per Plan Full in CanBR 7 Berberis thunbergii 'Rose Glow' / Rose Glow Japanese Barberry#05Per Plan Full in CanEK 252 Erica x darleyensis 'Kramer's Rote' / Kramers Red Darley Heath#01Per Plan Full in CanEG 58 Euonymus fortunei 'Emerald Gaiety' / Emerald Gaiety Wintercreeper #05Per Plan Full in CanIB 57 Ilex crenata 'Bennett's Compacta' / Bennett's Compact Holly#0148" OC Full in CanMC 29 Myrica californica / Pacific Wax Myrtle#0148" OC Full in CanNG 21 Nandina domestica 'Gulf Stream' TM / Gulf Stream Heavenly Bamboo #02Per Plan Full in CanSHRUB AREASCODEQTYBOTANICAL / COMMON NAMECONTAU 568 sf Arctostaphylos uva-ursi / Kinnikinnick1 GalGROUND COVERSCODEQTYBOTANICAL / COMMON NAMECONTSPACINGFC 134 sf Fragaria chiloensis / Beach StrawberryFlats8" o.c.PB 3,229 sf Perfect Blend Grass / LawnSodWW 9,847 sf Water Warden / Hard Tall FescueSeed / OverseedRemove moss with moss killerr & rake out the remains once moss hasturned black. Remove or kill weeds. Remove thatch using a thatch rake.Aerate soil if the ground is poorly drained. Use compost or pumice to fillaeration holes.Add soil in low partsPLANT SCHEDULESYMBOLDESCRIPTIONQTYPure Modern Cube Planter, XX Large2439"L x 39"W, x 39"H Charcoal Gray w/ Drain Holes866-538-5001L-101Landscape NotesJDing 10/14/2022CURRENT PLANNING S. G R A D Y W A Y 166AU6AU0ATCH L,NE A0ATCH L,NE A0ATCH L,NE %0ATCH L,NE %AU103 sfAU2,495 sfS. G R A D Y W A Y S. G R A D Y W A Y 6AUAU2300ATCH L,NE A0ATCH L,NE AAU35AU103 sfAU2,495 sf166AU0ATCH L,NE %0ATCH L,NE %S. G R A D Y W A YNORTH T5EESC2DE4T<%2TAN,CAL C2002N NA0ECALH:%2; S,=EC59CRUQXs NRXsD [ QXWWDOOLL C.N1442C 5Rs\ THDFXSs DRJZRRG2Ԁ6CH [ 4C:...4*294XHUFXs JDUU\DQD 2UHJRQ :KLWH 2DN26CH [ 4C: % %ST5EET T5EESC2DE4T<%2TAN,CAL C2002N NA0ECALH:%2; S,=E*E6*LQNJR ELORED %ODJRQ T0 *ROGsSLUH 0DLGHQKDLU TUHH26CH [ 4C: % %SH5U%SC2DE4T<%2TAN,CAL C2002N NA0EC2NTSPAC,N*H:E.4EULFD [ GDUOH\HQsLs .UDPHU s 5RWH .UDPHUs 5HG DDUOH\ HHDWK 01PHU PODQ )XOO LQ CDQ0C20\ULFD FDOLfRUQLFD PDFLfLF :D[ 0\UWOH014 2C )XOO LQ CDQS.295S\PSKRULFDUSRs DOEXs SQRZEHUU\0142 2C )XOO LQ CDQSH5U% A5EASC2DE4T<%2TAN,CAL C2002N NA0EC2NTSPAC,N*AU 16,903 sfAUFWRsWDSK\ORs XYDXUsL .LQQLNLQQLFN1 *DO36 RF*52UND C29E5SC2DE4T<%2TAN,CAL C2002N NA0EC2NTSPAC,N*)C 1,39 sf )UDJDULD FKLORHQsLs %HDFK SWUDZEHUU\)ODWs RFP%929 sfPHUfHFW %OHQG *UDss LDZQSRG:: 1,02 sf :DWHU :DUGHQ HDUG TDOO )HsFXHSHHG 2YHUsHHG5HPRYH PRss ZLWK PRss NLOOHUU UDNH RXW WKH UHPDLQs RQFHPRss KDs WXUQHG EODFN 5HPRYH RU NLOO ZHHGs 5HPRYH WKDWFKXsLQJ D WKDWFK UDNH AHUDWH sRLO Lf WKH JURXQG Ls SRRUO\ GUDLQHGUsH FRPSRsW RU SXPLFH WR fLOO DHUDWLRQ KROHsAGG sRLO LQ ORZ SDUWsPLANT SCHEDULENO.REVISIONBY DATE APPR,N C20PL,ANCE :,TH C,T< 2) 5ENT2N STANDA5DSTED404022H20E DEP2T H20E DEP2T P522000065 LUA21000456H20E DEP2TC,9,L C2NST5UCT,2N PE50,T202255C C incAC U M M I N G S C U R L E Y and A S S O C I A T E S, I N CL a n d s c a p e A r c h i t e c t s 1700 Pacific Coast Highway, Suite CTel. 562.424.8182Seal Beach, California 90740California 3583 • Arizona 30100 • Nevada 578 • Utah 377204Colorado 1559 • Texas 3337 • Washington 1069 • CLARB 184852 % E 5T LA:5ENCE CU5LE<N2 1069 E;P 12 0 1 22L,CENSED LANDSCAPE A5C H ,TECT STA T E 2) :ASH,N*T2NRobert L. Curley, RLA1RC8/22/22RCBULLETIN #11RC9/30/22RCDELTA #1RC10/6/22RCCITY PC CORRECTION504224041PLANTING PLANGRADY R.O.W.1 20 L16condition ofapproval:Surface mountedutility equipment shallbe screened withlandscaping.JDing 10/14/2022CURRENT PLANNING AU2,387 sfAU2,109 sf0ATCH L,NE D0ATCH L,NE DTALBO T R O A D S.AU1,915 sfAU3,381 sf0ATCH L,NE D0ATCH L,NE D0ATCH L,NE ETALBOT ROAD S.AU743 sf0ATCH L,NE E0ATCH L,NE ETALBOT ROAD S.NORTHT5EESC2DE4T<%2TAN,CAL C2002N NA0ECALH:%2; S,=EC59CRUQXs NRXsD [ QXWWDOOLL C.N1442C 5Rs\ THDFXSs DRJZRRG2ԀCH [ 4C:...4*294XHUFXs JDUU\DQD 2UHJRQ :KLWH 2DN2CH [ 4C: % %ST5EET T5EESC2DE4T<%2TAN,CAL C2002N NA0ECALH:%2; S,=E*E *LQNJR ELORED %ODJRQ T0 *ROGsSLUH 0DLGHQKDLU TUHH2CH [ 4C: % %SH5U%SC2DE4T<%2TAN,CAL C2002N NA0EC2NTSPAC,N*H:E.4EULFD [ GDUOH\HQsLs .UDPHU s 5RWH .UDPHUs 5HG DDUOH\ HHDWK 01PHU PODQ )XOO LQ CDQ0C20\ULFD FDOLfRUQLFD PDFLfLF :D[ 0\UWOH0148 2C )XOO LQ CDQS.295S\PSKRULFDUSRs DOEXs SQRZEHUU\0142 2C )XOO LQ CDQSH5U% A5EASC2DE4T<%2TAN,CAL C2002N NA0EC2NTSPAC,N*AU1,903 sf AUFWRsWDSK\ORs XYDXUsL .LQQLNLQQLFN1 *DO3 RF*52UND C29E5SC2DE4T<%2TAN,CAL C2002N NA0EC2NTSPAC,N*)C1,389 sf)UDJDULD FKLORHQsLs %HDFK SWUDZEHUU\)ODWs8 RFP%929 sfPHUfHFW %OHQG *UDss LDZQSRG::1,027 sf:DWHU :DUGHQ HDUG TDOO )HsFXHSHHG 2YHUsHHG5HPRYH PRss ZLWK PRss NLOOHUU UDNH RXW WKH UHPDLQs RQFHPRss KDs WXUQHG EODFN 5HPRYH RU NLOO ZHHGs 5HPRYH WKDWFKXsLQJ D WKDWFK UDNH AHUDWH sRLO Lf WKH JURXQG Ls SRRUO\ GUDLQHGUsH FRPSRsW RU SXPLFH WR fLOO DHUDWLRQ KROHsAGG sRLO LQ ORZ SDUWsPLANT SCHEDULENO.REVISIONBY DATE APPR,N C20PL,ANCE :,TH C,T< 2) 5ENT2N STANDA5DSTED404022H20E DEP2T H20E DEP2T P52200005 LUA2100045H20E DEP2TC,9,L C2NST5UCT,2N PE50,T88202255C C incAC U M M I N G S C U R L E Y and A S S O C I A T E S, I N CL a n d s c a p e A r c h i t e c t s 1700 Pacific Coast Highway, Suite CTel. 562.424.8182Seal Beach, California 90740California 3583 • Arizona 30100 • Nevada 578 • Utah 377204Colorado 1559 • Texas 3337 • Washington 1069 • CLARB 184852 % E 5T LA:5ENCE CU5LE<N2 109 E;P 12 0 1 22L,CENSED LANDSCAPE A5C H ,TECT STA T E 2) :ASH,N*T2NRobert L. Curley, RLA1RC8/22/22RCBULLETIN #11RC9/30/22RCDELTA #1RC10/6/22RCCITY PC CORRECTION504224042PLANTING PLANTALBOT R.O.W.1 20 L17condition of approval:Street trees and streetlighting required withinrow planting stripalong Talbot Rd S,unless waived.JDing 10/14/2022CURRENT PLANNING LIMIT OF WORKLIMIT OF WORK 41.1234"34"34"1"114"BBBBBBBB1415.41"1"20.821"1231"14.31"15.051"114"1"303030303030309111"1"1"1"1"1312.81"1"1"114"1"12GPM30PSIBBBBBBBBBBBBBBBB1711.21"1813.61"1"1"1"1"1541"34"34"114"RS. G R A D Y W A Y S. GRADY WAYTALBOT ROAD S. S. G R A D Y W A Y 30303030309111"1"1"1"1"S. G R A D Y W A YNORTHEXISTING VALVES.CONNECT NEW VALVES INTOEXISTING MAIN LINE.EXISTING CONTROLLERLOCATED INSIDE BUILDING.REPLACE WITH NEW CONTROLLER PER SCHEDULE.VERIFY SIZE REQUIRED.REMOVE EXISTING IRRIGATION.CAP MAINS OF ALL VALES NO LONGER REQUIRED.PLACE IN 6" ROUND VALVE BOX. TYPICALREWORK EXISTING IRRIGATIONTO MAINTAIN COVERAGETYPICALIRRIGATION PLANSITENO.REVISIONBY DATE APPRIN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4022HOME DEPOT HOME DEPOT PR22-000065 LUA21-000456HOME DEPOTCIVIL CONSTRUCTION PERMIT8/8/202255C C incAC U M M I N G S C U R L E Y and A S S O C I A T E S, I N CL a n d s c a p e A r c h i t e c t s 1700 Pacific Coast Highway, Suite CTel. 562.424.8182Seal Beach, California 90740California 3583 • Arizona 30100 • Nevada 578 • Utah 377204Colorado 1559 • Texas 3337 • Washington 1069 • CLARB 1848ROB E R T LAWRENCE CURLEYNO. 1069 EXP. 12 . 0 1.22LICENSED LANDSCAPE AR C H ITECT STA T E OF WASHINGTONRobert L. Curley, RLA1RC8/22/22RCBULLETIN #11RC9/30/22RCDELTA #1RC10/6/22RCCITY PC CORRECTION431" =30'R-042241DEWITT DEW RIGHT TREE WATERING BAGBAG TO REMAIN UNTIL TREESBECOME ESTABLISHED.TYPICALL2.0R.O.W. P.O.C.JDing 10/14/2022CURRENT PLANNING C C C C C C C C C C C C C C C CCCCCCCCCCCCCCCC7111"4"114"BBBBBBBBBB1"15.051"34"BBBBBBBBBBBBBBBBBBBBBBBBBBBBB1"1"66.591"34"814.41"114"114"1071"911.91"34"34"34"34"1"1"1110.61"1"1"114"1"1941"1"1"14.3161"34"114"TALBOT ROAD S.TALBOT ROAD S.DEWITT DEW RIGHT TREE WATERING BAGBAG TO REMAIN UNTIL TREESBECOME ESTABLISHED.TYPICALIRRIGATION PLANSITENO.REVISIONBY DATE APPRIN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4022HOME DEPOT HOME DEPOT PR22-000065 LUA21-000456HOME DEPOTCIVIL CONSTRUCTION PERMIT8/8/202255C C incAC U M M I N G S C U R L E Y and A S S O C I A T E S, I N CL a n d s c a p e A r c h i t e c t s 1700 Pacific Coast Highway, Suite CTel. 562.424.8182Seal Beach, California 90740California 3583 • Arizona 30100 • Nevada 578 • Utah 377204Colorado 1559 • Texas 3337 • Washington 1069 • CLARB 1848ROB E R T LAWRENCE CURLEYNO. 1069 EXP. 12 . 0 1.22LICENSED LANDSCAPE AR C H ITECT STA T E OF WASHINGTONRobert L. Curley, RLA1RC8/22/22RCBULLETIN #11RC9/30/22RCDELTA #1RC10/6/22RCCITY PC CORRECTION44NORTH1" =30'R-042242L2.1JDing 10/14/2022CURRENT PLANNING NUMBERMODELSIZETYPEGPMDESIGN PSIFRICTION LOSSVALVE LOSSPSIPSI @ POCPRECIP1Rain Bird XCZ-100-PRB-COM1"Area for Dripline4.3 300.73.334.0 36.30.61 in/h2Rain Bird XCZPGA-100-PRF1"Area for Dripline20.83 305.615.551.153.20.77 in/h3Rain Bird PEB1"Bubbler12304.52.036.5 39.21.7 in/h4Rain Bird XCZ-075-PRF3/4"Area for Dripline1.12300.16.236.3 36.41.36 in/h5Rain Bird XCZPGA-100-PRF1"Area for Dripline15.02 305.415.550.9 56.20.75 in/h6Rain Bird XCZPGA-100-PRF1"Area for Dripline6.59 301.35.636.9 39.50.69 in/h7Rain Bird PEB1"Bubbler11304.61.936.542.41.7 in/h8Rain Bird XCZ-100-PRB-COM1"Area for Dripline14.42305.912.348.2 58.60.66 in/h9Rain Bird XCZ-100-PRB-COM1"Area for Dripline11.85303.79.443.1 53.00.67 in/h10Rain Bird PEB1"Bubbler7301.61.733.4 37.51.7 in/h11Rain Bird XCZ-100-PRB-COM1"Area for Dripline10.63 302.18.040.1 52.50.65 in/h11Rain Bird PEB1"Turf Rotor9 351.41.838.1 39.20.6 in/h13Rain Bird PEB1"Turf Rotor12.75 352.52.139.6 40.20.74 in/h14Rain Bird XCZPGA-100-PRF1"Area for Dripline15.36 300.715.546.2 48.80.67 in/h15Rain Bird PEB1"Bubbler4300.81.632.4 35.11.7 in/h16Rain Bird XCZ-100-PRB-COM1"Area for Dripline14.31 302.912.245.147.10.66 in/h17Rain Bird XCZ-100-PRB-COM1"Area for Dripline11.2303.58.742.244.60.64 in/h18Rain Bird XCZ-100-PRB-COM1"Area for Dripline13.56 301.611.443.0 46.10.73 in/h19Rain Bird PEB1"Bubbler4300.91.632.5 33.01.71 in/hUnknownCap for ROW irrigaitonCap (as indicated for future use)1230 30.5UnknownVALVE SCHEDULEGenerated:2022-10-11 16:10P.O.C. NUMBER: 01Water Source Information: Existing main line at valve. locate in the field.FLOW AVAILABLEPoint of Connection Size:2"Flow Available77.18 GPMPRESSURE AVAILABLEStatic Pressure at POC:60 PSIPressure Available:60 PSIDESIGN ANALYSISMaximum Station Flow:20.83 GPMFlow Available at POC:77.18 GPMResidual Flow Available:56.35 GPMCritical Station:8 Design Pressure:30 PSI Friction Loss:5.35 PSI Fittings Loss:0.53 PSI Elevation Loss:0 PSI Loss through Valve:12.34 PSIPressure Req. at Critical Station: 48.22 PSILoss for Fittings:0.95 PSILoss for Main Line:9.45 PSILoss for POC to Valve Elevation: 0 PSILoss for Backflow:0 PSICritical Station Pressure at POC: 58.62 PSIPressure Available:60 PSIResidual Pressure Available: 1.38 PSICRITICAL ANALYSISSYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYARCPSIGPMRADIUSRain Bird 1804-SAM-1400 Flood 1402Flood Bubbler 4.0" popup with check valve76360 30 0.5 3'SYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYPSIGPMRADIUSRain Bird 5006-SAM-PC,FC-MPR 30Turf Rotor, 6.0" Pop-Up, Plastic Riser, Matched Precipitation Rotor(MPR nozzle). Arc and Radius as per Symbol. 25 ft=red, 30 ft=green,35ft=beige. With Seal-A-Matic Check Valve.73530'SYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYRain Bird XCZ-075-PRFLow Flow Drip Control Kit, 3/4" Low Flow Valve, 3/4" PressureRegulating RBY Filter, and 30psi pressure regulator. 0.2GPM-5GPM.1Rain Bird XCZ-100-PRB-COMWide Flow Drip Control Kit for Commercial Applications. 1" Ball Valvewith 1" PESB Valve and 1" Pressure Regulating 40psi Quick-CheckBasket Filter. 0.3 GPM-20 GPM7Rain Bird XCZPGA-100-PRFMedium Flow, 3-15 GPM, with 1" PGA valve and 1" PressureRegulating RBY filter and 40psi pressure regulator. It is 2 wirecompatible residential control zone kit.4Rain Bird MDCFCAPDripline Flush Valve cap in compression fitting coupler.21Netafim TLAVRVAir/Vacuum relief valve, 1/2" male pipe thread.4Area to Receive DriplineNetafim TLHCVXR-CS-033-12Techline HCVXR-CS Pressure Compensating Landscape Driplinewith Copper Stripe, Check Valve and Anti-Siphon feature. 0.33 GPHemitters at 12" O.C. Dripline laterals spaced at 12" apart, with emittersoffset for triangular pattern. 17mm.24,806 l.f.SYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYRain Bird PEB1", 1-1/2", 2" Plastic Industrial Valves. Low Flow Operating Capability,Globe Configuration.7Rain Bird 33-DRC3/4" Brass Quick-Coupling Valve, with Corrosion-Resistant StainlessSteel Spring, Thermoplastic Rubber Cover, Double Track Key Lug,and 2-Piece Body.6Rain Bird ESPLXME2-LXMMSS-LXMMSSPED w/ (3) ESPLXMSM1248 Station, Traditionally-Wired, Commercial Controller. (1)ESPLXME2 12-Station, Indoor/Outdoor, Plastic Wall-Mount Enclosurew/ (3) ESPLXMSM12 - 12-Station Expansion Modules. Install inLXMMSS-LXMMSSPED Stainless Steel Cabinet w/ Pedestal.1Rain Bird WR2-RFCWireless Rain and Freeze Sensor Combo, includes 1 receiver and 1rain/freeze sensor transmitter.1Dew Right Tree Watering BagDeWitt Dew Right Tree Watering Bag. Bag to remain until tree isestablished.45Point of Connection 2"Existing main line at valve. locate in the field.1Point of Connection 2"Existing main line at valve. locate in the field.1Irrigation Lateral Line: PVC Schedule 404,504 l.f.Irrigation Mainline: PVC Schedule 402,216 l.f.Pipe Sleeve: PVC Schedule 401,248 l.f.30RBValve NumberValve SizeValve FlowValve Callout###"SITE / HD IRRIGATION SCHEDULEIrrigation.1.The system is based on a static 60 p.s.i. and 16 g.p.m. available at the discharge outlet of the meter orother point of connection. The contractor shall verify the same at the award of the contract. Thecontractor shall notify the landscape architect immediately if the data is significantly different and wouldadversely affect the operation of the system. Such notice shall be in writing and shall occur within 5days of contract award for projects anticipated to take two weeks or longer or 72 hours prior tocommencement.2. Construction of the improvements shown on this plan require connections to, and partial demolition ofthe existing irrigation system. Under this contract make any required modifications to layout shown toconform to actual as built conditions of existing system at no additional cost.3. Prior to any work, schedule a site visit with the owner=s representative and general contractor to surveythe existing system. Operate the entire system and document on a plan any non-functioning zones orareas within and outside the limits of work. This walk through will be the basis of an understandingbetween the general contractor and the owner as to the status of the system prior to the constructionproject. Repair any systems damaged during construction to restore the system to at least the standardreviewed at the time of walk through. Prepare a proposal to the general contractor for any additionalwork outside of the scope of work shown on these drawings, for repair at the owner=s option.4.Provide temporary continuous service during the duration of the construction project to water all existingareas that may be affected during construction. Hand water any areas temporarily that do not receivewater during project duration.5. Remove all irrigation piping, sleeving or heads in areas to be modified. Existing wiring may be extendedprovided that splices are located on the as built and installed in a valve box using water tight connectorsas specified. Irrigation heads may be re used provided that they are the same as specified for the newwork and that they are in perfect operating condition. Irrigation piping may not be re used.6.During installation of the work by general or subcontractors, note the location of any existing irrigationinfrastructure encountered and clearly note on new record drawings. Notify the owner of any damageand repair damage immediately.7. The location of irrigation mainline, lateral, sleeving, and valves are schematic only and shall occur inplanting areas unless sleeving is shown. Make minor adjustments as required to coordinate with as builtdimensions and conditions.8. Where sleeving is required across existing asphalt, saw cut and excavate a smooth, straight eventrench. After installing the piping or wiring, repair all paving in accordance with civil plans and details.Provide compaction consistent with surrounding area and coordinate all work with general contractor.9.Identify wiring runs from existing controller to abandoned zones and provide one location for a splicebox for these wires. Verify existing controller location prior to work. Verify extra spare wires as availablefor use.10. After connection to the site mainline or laterals and before placement of heads, flush the entire systemin accordance with the specifications insuring that there are no contaminants whatsoever in the new orexisting piping.11. After installation of the new work, run the entire system throughout the site from the controller to makesure there is wiring continuity to all valves and sufficient flow to all zones. Flag zone numberspermanently on both sides of any splices in valve box, and at controller. Test and repair or replace anywiring which is shorted, damaged, not functioning with new wire as specified in PVC sleeve, at coderequired depth. If not feasible, submit request to use doubler by transitional system mfg. Co., tel. (530)751 2610.12. Repair any damage to landscape throughout site, even beyond limits of work if damage caused bycontractors operations, installation or failure to adhere to requirements noted above.13. Repair or provide new piping and heads where damaged by removal of existing plantings or duringinstallation of new plantings. Provide entirely new lateral lines and heads along zone 5, alongpedestrian walkways north of us bank.14. Refer to irrigation specification for additional requirements.15. Adjust all irrigation heads to provide maximum coverage, minimum over spray, and no fogging. Set allheads back from curbs and walls as specified.16. Location of irrigation mainline, laterals, and sleeving are schematic only, and shall occur in plantingareas unless sleevlng is shown. Make minor changes to coordinate with actual as built dimensions andconditions.17. Where piping is required under existing pavement, b0re underneath pavement with approved methodand install piping and sleeves at specified depths.18. Reclaimed water is not currently available on site. If reclaimed water becomes available prior to startof construction, irrigation system shall be installed to use reclaimed water source. Contact owner'srepresentative for irrigation system requirements for use with reclaimed water.19. Refer to irrigation specification for additional requirements.20. Install heads with built in drain check valves in all zones21. The system features are shown schematically for graphic clarity: install all piping and valves incommon trenches (the minimum cover noted in the legend is required for the upper most line) wherefeasible and inside planting areas. Valves and main lines shall be located in planter areas.22. The irrigation system and all other mechanical, electrical, and structural systems shall be installed inaccordance with all federal, state, and local codes and manufacture specifications recommendationsand requirements. Notify the landscape architect immediately in writing prior to signing a contract withthe owner of any conflicts. Conflicts noted after signing or after the commencement of work shall bethe sole responsibility of the contractor.23. The contractor is required to provide the owner with a complete project. He/she shall install anyadditional heads, nozzle changes, valves, irrigation lines, wire, etc. as necessary to accommodate anynecessary field changes. The contractor shall make all needed changes as directed by the landscapearchitect and provide the owner with a complete project at no additional cost to the owner.24. Install check valves at the base of any heads that display low end drainage. These shall be includedin the contractors price and shall be added as directed by the landscape architect and provide theowner with a complete project with no additional cost to the owner.25. The contractor shall be responsible for providing adequately sized sleeving for all irrigation pipes,landscape lighting and other components. The drawings are intended to be used as a guide only.Sleeves shall be clearly marked during construction and shall occur under all paved areas and shallextend 1' minimum beyond all paving. Sleeves must be 2x the diameter of pipe running through it.26. The contractor shall guarantee the irrigation system and all its components for the period of one yearafter final acceptance by the landscape architect. The contractor shall be responsible for all materialsand labor associated with the guarantee, including but not limited to the loss of plant material ordamage to structures due to the failure of the irrigation system.27. All exposed 110v wires shall be placed in rigid metal conduit and hard wired directly to 110v service.All exposed low voltage wire for irrigation and lighting shall also be placed in rigid metal conduit.28. Lateral and mainline sizing:Irrigation lateral and mainline pipe shall be sized as follows, based on maximum GPM demand:0-10 gpm: 1" Schedule 40 PVC pipe10-18 gpm: 1 1/4" Schedule 40 PVC pipe18-26 gpm: 1 1/2" Schedule 40 PVC pipe26-40 gpm: 2" Class 315 PVC pipe40-60 gpm: 2 1/2" Class 315 PVC pipe60-95 gpm: 3" Class 315 PVC pipeSCHEDULES AND NOTESNO.REVISIONBY DATE APPRIN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4022HOME DEPOT HOME DEPOT PR22-000065 LUA21-000456HOME DEPOTCIVIL CONSTRUCTION PERMIT8/8/202255C C incAC U M M I N G S C U R L E Y and A S S O C I A T E S, I N CL a n d s c a p e A r c h i t e c t s 1700 Pacific Coast Highway, Suite CTel. 562.424.8182Seal Beach, California 90740California 3583 • Arizona 30100 • Nevada 578 • Utah 377204Colorado 1559 • Texas 3337 • Washington 1069 • CLARB 1848ROB E R T LAWRENCE CURLEYNO. 1069 EXP. 12 . 0 1.22LICENSED LANDSCAPE AR C H ITECT STA T E OF WASHINGTONRobert L. Curley, RLA1RC8/22/22RCBULLETIN #11RC9/30/22RCDELTA #1RC10/6/22RCCITY PC CORRECTION451" =30'R-042242L2.2JDing 10/14/2022CURRENT PLANNING 34"249.961"21131"1"11.6231"34"3030303034"207.061"221"1"1"1"1RS. G R A D Y W A YMATCH LINE AMATCH LINE AMATCH LINE BMATCH LINE B249.961"2761"34"1"308.191"1"1"34"114"2514.81"26111"2911.41"1"1"288.131"S . G R A D Y W A Y MATCH LINE AMATCH LINE AMATCH LINE BMATCH LINE BS. G R A D Y W A Y SYMBOLMANUFACTURER/MODEL/DESCRIPTIONRain Bird 1804-SAM-1400 Flood 1402Flood Bubbler 4.0" popup with check valveRain Bird 1804-SAM-1400 Flood 1404Flood Bubbler 4.0" popup with check valveSYMBOLMANUFACTURER/MODEL/DESCRIPTIONRain Bird 5006-SAM-PC,FC-MPR 30Turf Rotor, 6.0" Pop-Up, Plastic Riser, Matched Precipitation Rotor(MPR nozzle). Arc and Radius as per Symbol. 25 ft=red, 30 ft=green,35ft=beige. With Seal-A-Matic Check Valve.SYMBOLMANUFACTURER/MODEL/DESCRIPTIONRain Bird XCZ-100-PRB-COMWide Flow Drip Control Kit for Commercial Applications. 1" Ball Valvewith 1" PESB Valve and 1" Pressure Regulating 40psi Quick-CheckBasket Filter. 0.3 GPM-20 GPMRain Bird MDCFCAPDripline Flush Valve cap in compression fitting coupler.Netafim TLAVRVAir/Vacuum relief valve, 1/2" male pipe thread.Area to Receive DriplineNetafim TLHCVXR-CS-033-12Techline HCVXR-CS Pressure Compensating Landscape Driplinewith Copper Stripe, Check Valve and Anti-Siphon feature. 0.33 GPHemitters at 12" O.C. Dripline laterals spaced at 12" apart, with emittersoffset for triangular pattern. 17mm.SYMBOLMANUFACTURER/MODEL/DESCRIPTIONRain Bird PEB1", 1-1/2", 2" Plastic Industrial Valves. Low Flow Operating Capability,Globe Configuration.Rain Bird 33-DRC3/4" Brass Quick-Coupling Valve, with Corrosion-Resistant StainlessSteel Spring, Thermoplastic Rubber Cover, Double Track Key Lug,and 2-Piece Body.Rain Bird ESPLXME2-LXMMSS-LXMMSSPED w/ (3) ESPLXMSM1248 Station, Traditionally-Wired, Commercial Controller. (1)ESPLXME2 12-Station, Indoor/Outdoor, Plastic Wall-Mount Enclosurew/ (3) ESPLXMSM12 - 12-Station Expansion Modules. Install inLXMMSS-LXMMSSPED Stainless Steel Cabinet w/ Pedestal.Rain Bird WR2-RFCWireless Rain and Freeze Sensor Combo, includes 1 receiver and 1rain/freeze sensor transmitter.Point of Connection 2"Existing main line at valve. locate in the field.Point of Connection 2"Existing main line at valve. locate in the field.Irrigation Lateral Line: PVC Schedule 40Irrigation Mainline: PVC Schedule 40Pipe Sleeve: PVC Schedule 4030RValve NumberValve SizeValve FlowValve Callout###"IRRIGATION SCHEDULEEXISTING CONTROLLERLOCATED INSIDE BUILDING.REPLACE WITH NEW CONTROLLER PER SCHEDULE.VERIFY SIZE REQUIRED.NORTHNO.REVISIONBY DATE APPRIN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4022HOME DEPOT HOME DEPOT PR22-000065 LUA21-000456HOME DEPOTCIVIL CONSTRUCTION PERMIT8/8/202255C C incAC U M M I N G S C U R L E Y and A S S O C I A T E S, I N CL a n d s c a p e A r c h i t e c t s 1700 Pacific Coast Highway, Suite CTel. 562.424.8182Seal Beach, California 90740California 3583 • Arizona 30100 • Nevada 578 • Utah 377204Colorado 1559 • Texas 3337 • Washington 1069 • CLARB 1848ROB E R T LAWRENCE CURLEYNO. 1069 EXP. 12 . 0 1.22LICENSED LANDSCAPE AR C H ITECT STA T E OF WASHINGTONRobert L. Curley, RLA1RC8/22/22RCBULLETIN #11RC9/30/22RCDELTA #1RC10/6/22RCCITY PC CORRECTIONR-04224346IRRIGATION PLANGRADY R.O.W.1" =20'L2.3REMOVE EXISTING IRRIGATION.CAP MAINS OF ALL VALES NO LONGER REQUIRED.PLACE IN 6" ROUND VALVE BOX. TYPICALREWORK EXISTING IRRIGATIONTO MAINTAIN COVERAGETYPICALJDing 10/14/2022CURRENT PLANNING 1"34"3110.91"3281"3316.51"3411.01"1"114"MATCH LINE DMATCH LINE DTALBO T R O A D S.3514.61"36101"3713.31"3817.91"114"1"114"1"114"MATCH LINE DMATCH LINE DMATCH LINE EMATCH LINE ETALBOT ROAD S.TALBOT ROAD S.MATCH LINE EMATCH LINE ETALBOT ROAD S.SYMBOLMANUFACTURER/MODEL/DESCRIPTIONRain Bird 1804-SAM-1400 Flood 1402Flood Bubbler 4.0" popup with check valveRain Bird 1804-SAM-1400 Flood 1404Flood Bubbler 4.0" popup with check valveSYMBOLMANUFACTURER/MODEL/DESCRIPTIONRain Bird 5006-SAM-PC,FC-MPR 30Turf Rotor, 6.0" Pop-Up, Plastic Riser, Matched Precipitation Rotor(MPR nozzle). Arc and Radius as per Symbol. 25 ft=red, 30 ft=green,35ft=beige. With Seal-A-Matic Check Valve.SYMBOLMANUFACTURER/MODEL/DESCRIPTIONRain Bird XCZ-100-PRB-COMWide Flow Drip Control Kit for Commercial Applications. 1" Ball Valvewith 1" PESB Valve and 1" Pressure Regulating 40psi Quick-CheckBasket Filter. 0.3 GPM-20 GPMRain Bird MDCFCAPDripline Flush Valve cap in compression fitting coupler.Netafim TLAVRVAir/Vacuum relief valve, 1/2" male pipe thread.Area to Receive DriplineNetafim TLHCVXR-CS-033-12Techline HCVXR-CS Pressure Compensating Landscape Driplinewith Copper Stripe, Check Valve and Anti-Siphon feature. 0.33 GPHemitters at 12" O.C. Dripline laterals spaced at 12" apart, with emittersoffset for triangular pattern. 17mm.SYMBOLMANUFACTURER/MODEL/DESCRIPTIONRain Bird PEB1", 1-1/2", 2" Plastic Industrial Valves. Low Flow Operating Capability,Globe Configuration.Rain Bird 33-DRC3/4" Brass Quick-Coupling Valve, with Corrosion-Resistant StainlessSteel Spring, Thermoplastic Rubber Cover, Double Track Key Lug,and 2-Piece Body.Rain Bird ESPLXME2-LXMMSS-LXMMSSPED w/ (3) ESPLXMSM1248 Station, Traditionally-Wired, Commercial Controller. (1)ESPLXME2 12-Station, Indoor/Outdoor, Plastic Wall-Mount Enclosurew/ (3) ESPLXMSM12 - 12-Station Expansion Modules. Install inLXMMSS-LXMMSSPED Stainless Steel Cabinet w/ Pedestal.Rain Bird WR2-RFCWireless Rain and Freeze Sensor Combo, includes 1 receiver and 1rain/freeze sensor transmitter.Point of Connection 2"Existing main line at valve. locate in the field.Point of Connection 2"Existing main line at valve. locate in the field.Irrigation Lateral Line: PVC Schedule 40Irrigation Mainline: PVC Schedule 40Pipe Sleeve: PVC Schedule 4030RValve NumberValve SizeValve FlowValve Callout###"IRRIGATION SCHEDULENORTHNO.REVISIONBY DATE APPRIN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4022HOME DEPOT HOME DEPOT PR22-000065 LUA21-000456HOME DEPOTCIVIL CONSTRUCTION PERMIT8/8/202255C C incAC U M M I N G S C U R L E Y and A S S O C I A T E S, I N CL a n d s c a p e A r c h i t e c t s 1700 Pacific Coast Highway, Suite CTel. 562.424.8182Seal Beach, California 90740California 3583 • Arizona 30100 • Nevada 578 • Utah 377204Colorado 1559 • Texas 3337 • Washington 1069 • CLARB 1848ROB E R T LAWRENCE CURLEYNO. 1069 EXP. 12 . 0 1.22LICENSED LANDSCAPE AR C H ITECT STA T E OF WASHINGTONRobert L. Curley, RLA1RC8/22/22RCBULLETIN #11RC9/30/22RCDELTA #1RC10/6/22RCCITY PC CORRECTIONR-04224047IRRIGATION PLANTALBOT R.O.W.1" =20'L2.5REWORK EXISTING IRRIGATIONTO MAINTAIN COVERAGETYPICALREWORK EXISTING IRRIGATIONTO MAINTAIN COVERAGETYPICALJDing 10/14/2022CURRENT PLANNING SYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYARCPSIGPMRADIUSRain Bird 1804-SAM-1400 Flood 1402Flood Bubbler 4.0" popup with check valve66360 30 0.5 3'Rain Bird 1804-SAM-1400 Flood 1404Flood Bubbler 4.0" popup with check valve12360 3013'SYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYPSIGPMRADIUSRain Bird 5006-SAM-PC,FC-MPR 30Turf Rotor, 6.0" Pop-Up, Plastic Riser, Matched Precipitation Rotor(MPR nozzle). Arc and Radius as per Symbol. 25 ft=red, 30 ft=green,35ft=beige. With Seal-A-Matic Check Valve.43530'SYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYRain Bird XCZ-100-PRB-COMWide Flow Drip Control Kit for Commercial Applications. 1" Ball Valvewith 1" PESB Valve and 1" Pressure Regulating 40psi Quick-CheckBasket Filter. 0.3 GPM-20 GPM12Rain Bird MDCFCAPDripline Flush Valve cap in compression fitting coupler.12Netafim TLAVRVAir/Vacuum relief valve, 1/2" male pipe thread.16Area to Receive DriplineNetafim TLHCVXR-CS-033-12Techline HCVXR-CS Pressure Compensating Landscape Driplinewith Copper Stripe, Check Valve and Anti-Siphon feature. 0.33 GPHemitters at 12" O.C. Dripline laterals spaced at 12" apart, with emittersoffset for triangular pattern. 17mm.26,964 l.f.SYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYRain Bird PEB1", 1-1/2", 2" Plastic Industrial Valves. Low Flow Operating Capability,Globe Configuration.7Rain Bird 33-DRC3/4" Brass Quick-Coupling Valve, with Corrosion-Resistant StainlessSteel Spring, Thermoplastic Rubber Cover, Double Track Key Lug,and 2-Piece Body.6Rain Bird ESPLXME2-LXMMSS-LXMMSSPED w/ (3) ESPLXMSM1248 Station, Traditionally-Wired, Commercial Controller. (1)ESPLXME2 12-Station, Indoor/Outdoor, Plastic Wall-Mount Enclosurew/ (3) ESPLXMSM12 - 12-Station Expansion Modules. Install inLXMMSS-LXMMSSPED Stainless Steel Cabinet w/ Pedestal.1Rain Bird WR2-RFCWireless Rain and Freeze Sensor Combo, includes 1 receiver and 1rain/freeze sensor transmitter.1Point of Connection 2"Existing main line at valve. locate in the field.1Point of Connection 2"Existing main line at valve. locate in the field.2Irrigation Lateral Line: PVC Schedule 401,904 l.f.Irrigation Mainline: PVC Schedule 401,653 l.f.Pipe Sleeve: PVC Schedule 4086.8 l.f.30RValve NumberValve SizeValve FlowValve Callout###"IRRIGATION SCHEDULENUMBERMODELSIZETYPEGPMDESIGN PSIFRICTION LOSSVALVE LOSSPSIPSI @ POCPRECIP2Rain Bird XCZ-100-PRB-COM1"Area for Dripline8.13 300.66.136.7 38.40.67 in/h3Rain Bird XCZ-100-PRB-COM1"Area for Dripline10.91300.48.338.7 39.90.63 in/h4Rain Bird PEB1"Bubbler8301.51.833.2 35.21.71 in/h5Rain Bird XCZ-100-PRB-COM1"Area for Dripline16.49 300.715.846.6 51.10.67 in/h6Rain Bird XCZ-100-PRB-COM1"Area for Dripline11.01 300.58.539.041.70.62 in/h7Rain Bird XCZ-100-PRB-COM1"Area for Dripline14.64 300.112.642.744.60.62 in/h8Rain Bird PEB1"Bubbler10 301.81.833.6 35.31.7 in/h9Rain Bird XCZ-100-PRB-COM1"Area for Dripline13.26 300.411.041.4 44.20.67 in/h10Rain Bird XCZ-100-PRB-COM1"Area for Dripline17.91302.018.550.5 56.20.61 in/h12Rain Bird PEB1"Turf Rotor7.06351.01.737.741.90.66 in/h13Rain Bird PEB1"Bubbler6301.51.733.2 33.93.4 in/h14Rain Bird PEB1"Bubbler4300.41.632.0 32.71.7 in/h15Rain Bird XCZ-100-PRB-COM1"Area for Dripline9.96 300.87.338.142.20.67 in/h16Rain Bird XCZ-100-PRB-COM1"Area for Dripline11.64 302.09.241.246.10.63 in/h17Rain Bird XCZ-100-PRB-COM1"Area for Dripline14.78 300.212.842.9 49.90.62 in/h18Rain Bird PEB1"Bubbler11304.01.935.9 39.21.7 in/h19Rain Bird PEB1"Bubbler6301.81.733.5 34.63.42 in/h20Rain Bird XCZ-100-PRB-COM1"Area for Dripline11.39 300.48.939.342.20.63 in/h21Rain Bird XCZ-100-PRB-COM1"Area for Dripline8.19300.86.136.9 38.40.68 in/hUnknownCap for ROW irrigaitonCap (as indicated for future use)124248.1UnknownUnknownCap for ROW irrigaitonCap (as indicated for future use)1436 36.6UnknownUnknownCap for ROW irrigaitonCap (as indicated for future use)13.536 36.4UnknownVALVE SCHEDULEGenerated:2022-10-07 09:07P.O.C. NUMBER: 01Water Source Information: Existing main line at valve. locate in the field.FLOW AVAILABLEPoint of Connection Size:2"Flow Available77.18 GPMPRESSURE AVAILABLEStatic Pressure at POC:60 PSIPressure Available:60 PSIDESIGN ANALYSISMaximum Station Flow:15.9 GPMFlow Available at POC:77.18 GPMResidual Flow Available:61.28 GPMCritical Station:21 Design Pressure:30 PSI Friction Loss:0.63 PSI Fittings Loss:0.06 PSI Elevation Loss:0 PSI Loss through Valve:14.71 PSIPressure Req. at Critical Station: 45.41 PSILoss for Fittings:0.82 PSILoss for Main Line:8.18 PSILoss for POC to Valve Elevation: 0 PSILoss for Backflow:0 PSICritical Station Pressure at POC: 54.41 PSIPressure Available:60 PSIResidual Pressure Available: 5.59 PSICRITICAL ANALYSISIRRIGATION SCHEDULESGRADY R.O.W.NO.REVISIONBY DATE APPRIN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4022HOME DEPOT HOME DEPOT PR22-000065 LUA21-000456HOME DEPOTCIVIL CONSTRUCTION PERMIT8/8/202255C C incAC U M M I N G S C U R L E Y and A S S O C I A T E S, I N CL a n d s c a p e A r c h i t e c t s 1700 Pacific Coast Highway, Suite CTel. 562.424.8182Seal Beach, California 90740California 3583 • Arizona 30100 • Nevada 578 • Utah 377204Colorado 1559 • Texas 3337 • Washington 1069 • CLARB 1848ROB E R T LAWRENCE CURLEYNO. 1069 EXP. 12 . 0 1.22LICENSED LANDSCAPE AR C H ITECT STA T E OF WASHINGTONRobert L. Curley, RLA1RC8/22/22RCBULLETIN #11RC9/30/22RCDELTA #1RC10/6/22RCCITY PC CORRECTIONR-04224448L2.6JDing 10/14/2022CURRENT PLANNING EXCAVATE 12" OF SOILBELOW THE ROOTBARRIER SYSTEM, ANDREPLACE WITH FIRMLYCOMPACTED AMENDEDBACKFILL.KEEP MULCH 6"-8" FROM THE BASEOF THE TREE TRUNK.SET ROOT BALL CROWN 112" HIGHER THAN THEFINISHED GRADE. SLOPE BACKFILL AWAY FROMROOT BALL FOR POSITIVE DRAINAGE.3" THICK LAYEROF MULCH.4" MIN. BETWEENROOT BALL ANDBARRIER.4" MIN. GRAVELBACKFILL.34" CRUSHED ROCK ALLAROUND OUTSIDE OFBARRIER.6" HIGH WATERWELL ATSHRUBS.RECESS 1" ATTURF TO ALLOWFOR MULCH.KEEP TURF CLEAR FORA 18" RADIUS MUCLHAREA AROUND THETREE.PLANT TABLETSAS NOTED.PLANT PIT DETAIL24" DEEP ROOT BARRIERSYSTEM. ROOT GUIDINGRIBS MUST BE FACING THEROOT BALL.AMENDEDBACKFILL ASNOTED.STAKING DETAILROOT BALLSHRUB AREAS.PLANTING ATTURF AREAS.PLANTING ATENSURE THAT ROOTBARRIER IS 12" TO 1" ABOVEGRADE.ROOT BARRIER TREE PLANTING1" = 1'-0"Deep Root UB 24-2 PanelsFormula to determine the quantity of panels required for aLinear application use: Estimated Diameter of the TreeCanopy at Maturity 2' (61cm) = Length of Barrier perSide.Per One Side of Tree: Expected TreeFeet of Number ofCanopy at Maturity Barrier Panels12' (3.6m) Dia. 2' (61cm) = ̀ 14' (4.2m) 7 Panels18' (5.5m) Dia. 2' (61cm) = ̀ 20' (6.1m) 10 Panels24' (7.3m) Dia. 2' (61cm) = ̀ 26' (7.9m) 13 Panels122331. TREE TRUNK 2- DEEP ROOT- UB 24-2 LINEAR BARRIER2. EDGE OF HARDSCAPE (CURB, PAVING, PAD, ETC.)1FX-PL-FX-TREE-121" = 1'-0"TREE PLANTING MULTI-STAKEPLANTING ATTURF AREAS.PLANT PIT DETAILSTAKING DETAILPLANTING ATSHRUB AREAS.FX-PL-FX-TREE-152SHRUB - MODIFIED SOIL3/4" = 1'-0"Notes:1- Shrubs shall be of quality prescribed in the root observations detail and specifications.2- See specifications for further requirements related to this detail.Modified soil.Depth varies. (Seespecifications for soilmodification).Root ball.4" high x 8" wide round - topped soilberm above root ball surface shall beconstructed around the root ball.Berm shall begin at root ball periphery.Prior to mulching, lightly tamp soilaround the root ball in 6" lifts to braceshrub. Do not over compact. When theplanting hole has been backfilled, pourwater around the root ball to settle thesoil.4" layer of mulch.No more than 1" ofmulch on top ofroot ball. (Seespecifications formulch).Root ball rests onexisting orrecompacted soil.Existing soil.Finished grade.Shrub.SECTION VIEWURBAN TREE FOUNDATION © 2014OPEN SOURCE FREE TO USEFX-PL-FX-SHRB-034SLEEVE AT ROAD1 1/2" = 1'-0"6FX-IR-FX-AUXEQ-15PIPE BENEATH PAVEMENT1 1/2" = 1'-0"Pavement.Base rock.3'-0"Notes:1- See irrigation legend for mainline size and type.2- All sleeves shall be Sch. 40 PVC pipe.3- All sleeves shall extend 12" beyond the edge of pavement.4- End of sleeves shall be located with a wooden stake or PVC pipe. Locators shall run continuously from the end of the sleeve to finished grade.Clean backfill, 95% relative compactionunder paving or per civil engineer's plans.Control wires, sleeve under paving. Installadjacent to pressurized mainline. Bundleshall be no more than 50% of pipe diameter.Mainline, sleeve under paving to be twotimes the diameter of the pressurizedmainline pipe.Non-pressurized line, sleeve under paving tobe two times the diameter of the lateral line.URBAN TREE FOUNDATION © 2014OPEN SOURCE FREE TO USEFX-IR-FX-AUXEQ-0531 1/2" = 1'-0"WIRE BUNDLE JUNCTION BOXFX-IR-FX-AUXEQ-165LANDSCAPE DETAILSNO.REVISIONBY DATE APPRIN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4022HOME DEPOT HOME DEPOT PR22-000065 LUA21-000456HOME DEPOTCIVIL CONSTRUCTION PERMIT8/8/202255C C incAC U M M I N G S C U R L E Y and A S S O C I A T E S, I N CL a n d s c a p e A r c h i t e c t s 1700 Pacific Coast Highway, Suite CTel. 562.424.8182Seal Beach, California 90740California 3583 • Arizona 30100 • Nevada 578 • Utah 377204Colorado 1559 • Texas 3337 • Washington 1069 • CLARB 1848ROB ER T LAWRENCE CURLEYNO. 1069 EXP. 12. 0 1 .22LICENSED LANDSCAPE AR C HITECT STA TE OF WASHINGTONRobert L. Curley, RLA1RC8/22/22RCBULLETIN #11RC9/30/22RCDELTA #1RC10/6/22RCCITY PC CORRECTION49R-042245L3.0JDing 10/14/2022CURRENT PLANNING RROOT WATERING SYSTEM-B-C-1402NOT TO SCALE1ROOT WATERING SYSTEM:RAIN BIRD RWS-B-C-1402 (INCLUDES RETAINER, 36” (91.4 cm) TUBE, 0.5GPM (1.9 L/M) BUBBLER & INTEGRATED CHECK VALVE, 4” (10.2 cm)GRATE, VERSATILE SWING ASSEMBLY WITH 1/2” (1.3 cm) M NPT INLET)12BUBBLER: RAIN BIRD 1402 0.5 GPM (1.9 L/M) (INCLUDED)23FINISH GRADE/TOP OF MULCH344" (10.2 cm) LOCKING GRATE (INCLUDED)4512" (30.5 cm) SWING ASSEMBLY (INCLUDED)561/2" (1.3 cm) MALE NPT INLET (INCLUDED)67PVC SCH 40 TEE OR EL78PVC OR POLYETHYLENE LATERAL PIPE894" (10.2 cm) WIDE X 36" (91.4 cm) LONGRIGID BASKET WEAVE CANISTER (INCLUDED)910OPTIONAL SOCK (RWS-SOCK) FOR SANDYSOILS1014FX-IR-RB-DRIP-07LANDSCAPE DETAILSTREE PLANTING - POTNOT TO SCALESPECIFIED LIGHT WEIGHT SOILSEE NOTE ON PLANTING PLAN(TEST FOR SALINITY)TREEGRO POWER PLANT TABLETSREFER TO MANUFACTURERSSPECIFICATIONS OR AS PERSUPPLIERS RECOMMENDATIONS4"-3/4"Ø CRUSHED ROCKDIVIDE GAVEL AND SOIL WITHTREVIRA'S SPUNBOND #S1145PLANT CROWN OF TREE 1" MIN.2" MAX.ABOVE FINISHEDGRADEPAINT ALL CUTS OVER I" DIA.STAKE ABOVE FIRST BRANCHESOR AS NECESSARY FOR FIRMSUPPORTCONTAINER SIZE & # OF TABLETS2 FOR 5 GALLON4 FOR 15 GALLON5 FOR 24" BOX6 FOR 36" BOXSEE PLANTING PLANFOR SPECIFIED POT2"Ø PVC SCH. 40 SUMP PIPEEXTEND 2" INTO GRAVEL2" PVC CAP. DO NOT GLUE329363-0112POT IRRIGATION - RB RWSNOT TO SCALEPOT OR PLANTERDRILL AND SEAL HOLE FORLATERAL LINE IN POT AND DECK328403.53-0113NO.REVISIONBY DATE APPRIN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4022HOME DEPOT HOME DEPOT PR22-000065 LUA21-000456HOME DEPOTCIVIL CONSTRUCTION PERMIT8/8/202255C C incAC U M M I N G S C U R L E Y and A S S O C I A T E S, I N CL a n d s c a p e A r c h i t e c t s 1700 Pacific Coast Highway, Suite CTel. 562.424.8182Seal Beach, California 90740California 3583 • Arizona 30100 • Nevada 578 • Utah 377204Colorado 1559 • Texas 3337 • Washington 1069 • CLARB 1848ROB ER T LAWRENCE CURLEYNO. 1069 EXP. 12. 0 1 .22LICENSED LANDSCAPE AR C HITECT STA TE OF WASHINGTONRobert L. Curley, RLA1RC8/22/22RCBULLETIN #11RC9/30/22RCDELTA #1RC10/6/22RCCITY PC CORRECTION501" = 1'-0"WALL MOUNT CONTROLLERFX-IR-FX-CONT-0771 1/2" = 1'-0"DRIP VALVE W/ FILTERSxT TEE W/ 2" NIPPLE ATMAINLINE.SCH. 80 RISER.PRESSURE REGULATOR ASSPECIFIED.PVC TRUE UNION BALLVALVE.PLASTIC VALVE BOX.2" ABOVE GRADE ATSHRUBS.FILTER AS SPECIFIED.RCV AS SPECIFIED.CONTROLLER WIRE WITH 30 INCH LINEARLENGTH OF COIL, WITH PLASTIC I.D. TAG ANDWATERPROOF CONNECTORS.12" BELOW GRADE.12" WIRE CLOTH GOPHERSCREEN, WRAP UP SIDES.TWO 6X2X16 CONCRETE BLOCK CAPS, ONEON EACH SIDE OF THE BOX.OUTLET PIPE SAME SIZE ASVALVE, 24" MIN. LENGTH TOFIRST FITTING.PVC UNION W/ SHORTNIPPLES.3" MIN.SET BOX FLUSHAT TURF.FX-IR-FX-DRIP-139NOTES:1- ALL THREADED CONNECTION POINTS BETWEEN SCH. 40 PVC AND SCH. 80PVC FITTING SHALL BE INSTALLED USING TEFLON TAPE.2- CONTRACTOR SHALL COMPACT SOIL AROUND ROTOR AND RISER PRIOR TOPLANTING, PLUGGING, SEEDING, OR LAYING OF SOD.ROTOR SPRAYHEAD1 1/2" = 1'-0"POP-UP ROTOR TO BE SET AT FINISH GRADE. (SEEIRRIGATION LEGEND FOR MAKE AND MODEL).FINISHED GRADE.SCH. 80 PVC NIPPLE (OPTIONAL).SWING JOINT. SEE DETAIL.SCH. 40 PVC TEE OR ELBOW.PVC LATERAL IRRIGATIONPIPE. (SEE IRRIGATIONPLANS FOR PIPE SIZEAND TYPE).11FX-IR-FX-HEAD-013" = 1'-0"DRIP AIR RELIEF VALVE IN BOX34"X1"MPT ADAPTER.1" FPTXMPT ELL.AS SPECIFIED.AIR RELIEF VALVEDRIPLINE OR 1/2" DRIP TUBING.34"FPT X 12" DRIP TUBINGADAPTER.DRIP TUBING COUPLING.GRADE.FINISHED6" DRIP BOX.2"3" THICK LAYER OF WASHEDGRAVEL. THE BOX SHALL RESTUPON THE ROCK BED. DO NOTEXTEND GRAVEL INTO BOX.FX-IR-FX-DRIP-088NETAFIM TECHLINE FLUSH VALVE1"TWO BRICKS FOR BOXSUPPORT.10R-042246L3.1JDing 10/14/2022CURRENT PLANNING 1 1/2" = 1'-0"QUICK COUPLING VALVE IN BOXFX-IR-FX-QUIC-0313NOTES:1- See irrigation legend for mainline and lateral line pipe size and type.2- Direct burial control wires shall be installed in Sch. 40 PVC electrical conduit if required.3- 2-wire irrigation wire shall be installed in Sch. 40 PVC electrical conduit.4- Detectable locator tape shall be located six inches (6") above the entire mainline run.Direct burial low voltagecontrol wires.Pavement.IRRIGATION TRENCHING1 1/2" = 1'-0"24" min.1'-0" In planting area 1'-6" in planting area 3'-0" underneath pavement Non-pressurized line (lateral line).Detectable locator tape.Pressurized line (mainline).6"Finished grade.URBAN TREE FOUNDATION © 2014OPEN SOURCE FREE TO USEFX-IR-FX-AUXEQ-08183" = 1'-0"DRIPLINE SUB GRADEDRIPLINE STAKE AT COUPLER.DRIPLINE WITH EMITTERS AS NOTED.DRIPLINE STAKING AS NOTED.COMPRESSION TEE AS OCCURS.2"MULCH. SEE PLANS FOR DEPTHAMENDED SOIL / PLANTER SOIL 328413.43-0217LANDSCAPE DETAILSNO.REVISIONBY DATE APPRIN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4022HOME DEPOT HOME DEPOT PR22-000065 LUA21-000456HOME DEPOTCIVIL CONSTRUCTION PERMIT8/8/202255C C incAC U M M I N G S C U R L E Y and A S S O C I A T E S, I N CL a n d s c a p e A r c h i t e c t s 1700 Pacific Coast Highway, Suite CTel. 562.424.8182Seal Beach, California 90740California 3583 • Arizona 30100 • Nevada 578 • Utah 377204Colorado 1559 • Texas 3337 • Washington 1069 • CLARB 1848ROB ER T LAWRENCE CURLEYNO. 1069 EXP. 12. 0 1 .22LICENSED LANDSCAPE AR C HITECT STA TE OF WASHINGTONRobert L. Curley, RLA1RC8/22/22RCBULLETIN #11RC9/30/22RCDELTA #1RC10/6/22RCCITY PC CORRECTION51PVC MAINLINE.AIR/VACUUM RELIEF VALVEPLUMBED TO TECLINE AT EACHHIGH POINT.CENTER FEED EXAMPLEEND FEED EXAMPLEDRIP VALVE / FILTER /REGULATOR.12" POLYETHYLENE OR PVC HEADER.TYPICAL OFFSET2" FROMHARDSCAPE, 4"FROM PLANTEDAREA.BLANK TECHLINE TUBINGCENTERED ON MOUND ORBERM.SLOPED CONDITION NOTES:TYPICAL OFFSET 2" FROMHARDSCAPE, 4" FROMPLANTED AREA.TYPICAL SUPPLYHEADER.TYPICAL TECHLINEDRIPPER LINE TUBING.TYPICAL PVC OR POLYSUPPLY OR EXHAUSTHEADER.SLOPE 3%LAYOUTISLANDDOWN SLOPE - 1MEDIAN ISLAND,SLOPE 3%DOWN SLOPE - 2MEDIAN ISLAND,TRIANGULARIRREGULAR AREAS:ODD CURVESIRREGULAR AREAS:TOTAL LENGTH OF TECHLINE TUBING INTHIS AREA CAN NOT EXCEED THE MAX.LENGTH OF RUN.TYPICAL START CONNECTIONON EXHAUST HEADER.TYPICAL START CONNECTION ONSUPPLY HEADER.SEESUB-HEADERDETAIL.TYPICAL TECHLINE STARTCONNECTION.PARKING ISLAND TYPICAL LAYOUTTECHLINE MAXIMUM LENGTH OF SINGLE LATERAL (FEET)TECHLINE FLOW PER 100 FEETTYPICAL NETAFIM TECHLINE REQUIREMENTSEXAMPLES LEGEND15R-042247L3.2WIRELESS RAIN SENSOR3/4" = 1'-0"OUTSIDE WALL321MV COMSENSORSENSORGND24V24VWATERINGSUSPENDEDSIGNALNOSENSORBYPASSTESTMODEBATTERYLOWMODEPROGRAMSOLIDFLASHRECEIVERWIRELESS SENSORSWITCHRED WIREBLACK WIREGREEN WIREBROWN WIREORANGEWIRESNOTE:MAXIMUM LINE OF SIGHT FROM RAIN SENSOR TO RECEIVER IS 500-FT.RAIN BIRD CONTROLLERSENSOR RECEIVER:RAIN BIRD WIRELESS DISTANCE IS LESS IF OBSTRUCTIONS EXIST.RAIN SENSORRAIN SENSOREND POINTED UPINSTALLED WITH CURVED MOUNTING BRACKET:ROOF LINE/ TOP OF PARAPETSENSOR TRANSMITTER:RAIN BIRD WIRELESS19328409.83-01JDing 10/14/2022CURRENT PLANNING LANDSCAPESPECIFICATIONSNO.REVISIONBY DATE APPRIN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4022HOME DEPOT HOME DEPOT PR22-000065 LUA21-000456HOME DEPOTCIVIL CONSTRUCTION PERMIT8/8/202255C C incAC U M M I N G S C U R L E Y and A S S O C I A T E S, I N CL a n d s c a p e A r c h i t e c t s 1700 Pacific Coast Highway, Suite CTel. 562.424.8182Seal Beach, California 90740California 3583 • Arizona 30100 • Nevada 578 • Utah 377204Colorado 1559 • Texas 3337 • Washington 1069 • CLARB 1848ROB ER T LAWRENCE CURLEYNO. 1069 EXP. 12. 0 1 .22LICENSED LANDSCAPE AR C HITECT STA TE OF WASHINGTONRobert L. 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EDUEHG 90 HOERZV ILWWLQJV SL[ EDUEHG WHH ILWWLQJV SL[ 180 2-ZD\ DGDSWHU WHHV SL[ PDOH DGDSWHUV ZLWK LQFK 19 PP )PT8 OQH VSDUH ILOWHU HOHPHQW RI WKH PHVK VL]H LQGLFDWHG RQ WKH LUULJDWLRQ OHJHQG9) One line flushing valve10)Two regulator springs of the colored and regulating pressure indicated on the irrigationlegend.11)Six dripper plug rings.12)The above-mentioned equipment shall be turned over to the Owner at the conclusionof the project. Before final review can occur, evidence that the Owner has receivedmaterial must be shown to the Landscape Architect.1.5 PRODUCT DELIVERY, STORAGE AND HANDLINGA. Handling of PVC pipe and fittings: The Contractor is cautioned to exercise care in handling,loading, unloading, and storing PVC pipe and fittings. All PVC pipe shall be transported in avehicle which allows the length of pipe to lie flat so as not to subject it to undue bending orconcentrated external load at any point. Any section of pipe that has been dented or damagedwill be discarded, and, if installed, shall be replaced with new piping.B. 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PEBBLE SHORE MC1502 COLORDAYTON SUPERIOR TOPCAST 03 ACID ETCH FINISHBASF PHAILSTORM MC1501 COLORDAYTON SUPERIOR TOPCAST 05 LIGHT SANDBLAST FINISH18" x 12" SAWCUTTYPICALBASF PEBBLE SHORE MC1502 COLORDAYTON SUPERIOR TOPCAST03 ACID ETCH FINISHBASF PHAILSTORM MC1501 COLORDAYTON SUPERIOR TOPCAST05 LIGHT SANDBLAST FINISH18" x 12" SAWCUTTYPICALPROPOSED PLAZA(1,023 SF)BASF PEBBLE SHORE MC1502 COLORDAYTON SUPERIOR TOPCAST 03 ACID ETCH FINISHBASF PHAILSTORM MC1501 COLORDAYTON SUPERIOR TOPCAST 05 LIGHT SANDBLAST FINISHNATURAL GRAY COLORDAYTON SUPERIOR TOPCAST 25 MEDIUM ETCH FINISH(USE SMALL PUMP MIX FOR AGGREGATE)POURED IN PLACE CONCRETE SEAT WALLNATURAL GRAY SACKED FINISHINSTALL SKATE STOPS ON EDGE.PEDESTRIAN SCALEPOLE LIGHTSPER THE CITY OF RENTONRENTON STANDARD SIDEWALKCONCRETE MIXNORTHENHANCED PAVINGSUBMITTALNO.REVISIONBYDATEAPPRIN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4022HOME DEPOT HOME DEPOT PR22-000065 LUA21-000456HOME DEPOTCIVIL CONSTRUCTION PERMIT8/8/202255C C incAC U M M I N G S C U R L E Y and A S S O C I A T E S, I N CL a n d s c a p e A r c h i t e c t s 1700 Pacific Coast Highway, Suite CTel. 562.424.8182Seal Beach, California 90740California 3583 • Arizona 30100 • Nevada 578 • Utah 377204Colorado 1559 • Texas 3337 • Washington 1069 • CLARB 1848RO B E RT LAWRENCE CURLEYNO. 1069 EXP. 12. 0 1 .22 LICENSED LANDSCAPE ARCH I T ECT S T A T E OF WASHINGTONRobert L. Curley, RLA1RC8/22/22RCBULLETIN #11RC9/30/22RCDELTA #1RC10/6/22RCCITY PC CORRECTION.1" =30'R-042238L0.0Condition of approval: Seat wall detail shall be provided tothe current planning projectManager for review and approval.Condition of approval: Lighting detail shall be provided to thecurrent planning project manager forreview and approval.JDing 10/14/2022CURRENT PLANNING