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HomeMy WebLinkAboutAPPROVED_Canopy PUD_Civil_Construction_Plans_220510SITE IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING CANOPY CANOPYCANOPY4196 LINCOLN AVE NE, RENTON, WA 98056 C: 21000838LUA: 19-000223PR: 19-000387LANDSCAPE ARCHITECT OWNER/APPLICANT ENGINEER/PLANNER/SURVEYOR/ VICINITY MAP GEOTECHNICAL ENGINEER TRANSPORTATION ENGINEER COVER SHEET C1.01 CAUTION: UTILITY CONFLICTS ARCHITECT CANOPY ADJACENT LAND USE SHEET INDEX UTILITY CONTACTS SITE STATISTICS 4196 LINCOLN AVE NE RENTON, WA 98056 ROAD & STORM CONSTRUCTION PLANS C1.01VERTICAL DATUM BASIS OF BEARING REFERENCES LEGAL DESCRIPTION EXCEPTIONS CONTAINED IN A TITLE NOTESTED-40-4179R-417901 CITY OF RENTON MONUMENTS W-417901T-417901TRO-41-4179WTRP-27-4179SURFACE WATER UTILITY JFarah 05/06/2022 REGIONAL FIRE AUTHORITY cthomas 05/09/2022 APPROVED DEVELOPMENT ENGINEERING msippo 05/10/2022 WATER UTILITY agafour 05/10/2022 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING CANOPY CANOPYCANOPY4196 LINCOLN AVE NE, RENTON, WA 98056 C: 21000838LUA: 19-000223PR: 19-000387CONDITIONS OF APPROVAL C1.02C1.02CONDITIONS OF APPROVAL PER HEARING EXAMINERS DECISION ’’ ’ ’ ’ ’ ’ ’ “” ‘’ ‘’ ’ ’ ’ TED-40-4179R-417902 DEVELOPMENT ENGINEERING msippo 05/10/2022 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING CANOPY CANOPYCANOPY4196 LINCOLN AVE NE, RENTON, WA 98056 C: 21000838LUA: 19-000223PR: 19-000387BOUNDARY/TOPOGRAPHIC SURVEYC1.10C1.10BASIS OF BEARINGS REFERENCES LEGAL DESCRIPTION VERTICAL DATUM CITY OF RENTON MONUMENTS EXCEPTIONS CONTAINED IN TITLE NOTESTED-40-4179R-417903 WELL NOTE DEVELOPMENT ENGINEERING msippo 05/10/2022 112TH AVE SE (NOT OPEN)LINCOLN AVE NENE 40TH STREET (NOT OPEN)COAL CREEK UTILITY DISTRICT WATER SERVICE BOUNDARY CITY OF RENTON WATER SERVICE BOUNDARY SE 80TH ST.IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING CANOPY CANOPYCANOPY4196 LINCOLN AVE NE, RENTON, WA 98056 C: 21000838LUA: 19-000223PR: 19-000387SCALE: 1" = 50' BOUNDARY/TOPOGRAPHIC SURVEYC1.11C1.11TED-40-4179R-417904 DEVELOPMENT ENGINEERING msippo 05/10/2022 TRACT F TRACT B TRACT G TRACT C TR. K TR. J ROAD A ALLEY 2 ALLEY 3 NE 40TH STALLEY 1 LINCOLN AVE NESE 80TH ST2 441 55 6 3 9 8 7 10 1615151413131211 5555 3435 31 39 3237363833 5151 4647 22 23 2417 2518 261920 2721 28 29 50504948 53535252 5454 45 44 43 42 4041 30 TRACT H TRACT A ALLEY2AVAULT ACCESS RDVAULTACCESS RD A TRACT D NORTH VAULT ACCESS RD IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING CANOPY CANOPYCANOPY4196 LINCOLN AVE NE, RENTON, WA 98056 C: 21000838LUA: 19-000223PR: 19-000387OVERALL SITE PLAN C1.20C1.20LEGENDTED-40-4179R-417905 DEVELOPMENT ENGINEERING msippo 05/10/2022 ALLEY 1 TR. K TR. J TRACT G TRACT H TRACT A 9 8 7 10 1615 14131211 2 4 1 5 63 ROAD ALINCOLN AVE NE VAULTACCESS RD VAULT ACCESS RD A TRACT D NORTH VAULT ACCESS ROAD LINCOLN AVE NE SE 80THSTIN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING CANOPY CANOPYCANOPY4196 LINCOLN AVE NE, RENTON, WA 98056 C: 21000838LUA: 19-000223PR: 19-000387SEE SHEET C1.22 KEY MAP LINCOLN NE 40TH STAVENE HORIZONTAL CONTROL PLAN C1.21SEE SHEET C1.24C1.21TED-40-4179R-417906SEE BELOW, RIGHTSEE ABOVE,LEFTDEVELOPMENT ENGINEERING msippo 05/10/2022 ROAD A ALLEY 2 ALLEY 3 TRACT C TRACT F 454545 44 4343 42 41 50 535353525252 545454 49 48 5551 464646 47 TRACT BALLEY 2AIN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING CANOPY CANOPYCANOPY4196 LINCOLN AVE NE, RENTON, WA 98056 C: 21000838LUA: 19-000223PR: 19-000387SEE SHEET C1.21 KEY MAP LINCOLN NE 40TH STAVENE HORIZONTAL CONTROL PLAN C1.22SEE SHEET C1.23C1.22TED-40-4179R-417907 DEVELOPMENT ENGINEERING msippo 05/10/2022 ALLEY 3 ROAD A NE 40TH STTRACT F TRACT C 40 30 22 23 24 17 25 18 26 19 20 27 21 28 29 3435 31 39 32 37 3638 33 TRACT G IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING CANOPY CANOPYCANOPY4196 LINCOLN AVE NE, RENTON, WA 98056 C: 21000838LUA: 19-000223PR: 19-000387SEE SHEET C1.24 KEY MAP LINCOLN NE 40TH STAVENE HORIZONTAL CONTROL PLAN C1.23SEE SHEET C1.22C1.23TED-40-4179R-417908 DEVELOPMENT ENGINEERING msippo 05/10/2022 TRACT G NE 40TH STLINCO L N A V E N E IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING CANOPY CANOPYCANOPY4196 LINCOLN AVE NE, RENTON, WA 98056 C: 21000838LUA: 19-000223PR: 19-000387KEY MAP LINCOLN NE 40TH STAVENE HORIZONTAL CONTROL PLAN C1.24SEE SHEET C1.21SEE SHEET C1.23 C1.24TED-40-4179R-417909 DEVELOPMENT ENGINEERING msippo 05/10/2022 ALLEY 1 TR. K TR. J TRACT G TRACT H TRACT A 9 8 7 10 1615 14131211 2 4 1 5 6 3 ROAD ALINCOLN AVE NE VAULTACCESS RD TRACT D NORTH VAULT ACCESS ROAD VAULT ACCESSRD A LINCOLN AVE NE IN COMPLIANCE WITH CITY OF RENTON STANDARDS CANOPY CANOPYCANOPY4196 LINCOLN AVE NE, RENTON, WA 98056 C: 21000838LUA: 19-000223PR: 19-000387SEE SHEET C1.32 KEY MAP LINCOLN NE 40TH STAVENE SITE PLAN C1.31SEE SHEET C1.33C1.31LEGENDTED-40-4179R-417910SEE BELOW, RIGHTSEE ABOVE,LEFTDEVELOPMENT ENGINEERING msippo 05/10/2022 ROAD A ALLEY 2 ALLEY 3 TRACT C TRACT F 45 44 43 42 41 50 5352 54 49 48 5551 46 47 TRACT B ALLEY 2AIN COMPLIANCE WITH CITY OF RENTON STANDARDS CANOPY CANOPYCANOPY4196 LINCOLN AVE NE, RENTON, WA 98056 C: 21000838LUA: 19-000223PR: 19-000387SEE SHEET C1.31 KEY MAP LINCOLN NE 40TH STAVENE SITE PLAN C1.32SEE SHEET C1.33C1.32LEGENDTED-40-4179R-417911 DEVELOPMENT ENGINEERING msippo 05/10/2022 ALLEY 3 ROAD A NE 40TH STTRACT F TRACT C 40 30 22 23 24 17 25 18 26 19 20 27 21 28 29 3435 31 39 32 37 3638 33 TRACT G IN COMPLIANCE WITH CITY OF RENTON STANDARDS CANOPY CANOPYCANOPY4196 LINCOLN AVE NE, RENTON, WA 98056 C: 21000838LUA: 19-000223PR: 19-000387SEE SHEET C1.34 KEY MAP LINCOLN NE 40TH STAVENE SITE PLAN C1.33SEE SHEET C1.32C1.33LEGENDTED-40-4179R-417912 DEVELOPMENT ENGINEERING msippo 05/10/2022 TRACT G NE 40TH STLINCOL N A V E N E IN COMPLIANCE WITH CITY OF RENTON STANDARDS CANOPY CANOPYCANOPY4196 LINCOLN AVE NE, RENTON, WA 98056 C: 21000838LUA: 19-000223PR: 19-000387KEY MAP LINCOLN NE 40TH STAVENE SITE PLAN C1.34SEE SHEET C1.31SEE SHEET C1.33 C1.34LEGENDTED-40-4179R-417913 DEVELOPMENT ENGINEERING msippo 05/10/2022 ROAD ALINCOLN AVE. NE. LINCOLN AVE. NE. IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING CANOPY CANOPYCANOPY4196 LINCOLN AVE NE, RENTON, WA 98056 C: 21000838LUA: 19-000223PR: 19-000387SEE SHEET C2.02 KEY MAP LINCOLN NE 40TH STAVENE TEMPORARY EROSION & SEDIMENTATION CONTROL PLAN C2.01SEE SHEET C2.04EROSION LEGEND NOTES C2.01TED-40-4179R-417914SEE BELOW RIGHTSEE UPPERLEFTDEVELOPMENT ENGINEERING msippo 05/10/2022 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING CANOPY CANOPYCANOPY4196 LINCOLN AVE NE, RENTON, WA 98056 C: 21000838LUA: 19-000223PR: 19-000387SEE SHEET C2.01 KEY MAP LINCOLN NE 40TH STAVENE C2.02SEE SHEET C2.03TEMPORARY EROSION & SEDIMENTATION CONTROL PLAN SEE LEFT SEE RIGHT C2.02NOTESTED-40-4179R-417915EROSION LEGEND DEVELOPMENT ENGINEERING msippo 05/10/2022 ROAD A NE 40TH STIN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING CANOPY CANOPYCANOPY4196 LINCOLN AVE NE, RENTON, WA 98056 C: 21000838LUA: 19-000223PR: 19-000387SEE SHEET C2.04 KEY MAP LINCOLN NE 40TH STAVENESEE SHEET C2.02C2.03TEMPORARY EROSION & SEDIMENTATION CONTROL PLANC2.03NOTESTED-40-4179R-417916EROSION LEGEND DEVELOPMENT ENGINEERING msippo 05/10/2022 NE 40TH STLINCOL N A V E N E IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING CANOPY CANOPYCANOPY4196 LINCOLN AVE NE, RENTON, WA 98056 C: 21000838LUA: 19-000223PR: 19-000387KEY MAP LINCOLN NE 40TH STAVENESEE SHEET C2.01SEE SHEET C2.03 C2.04TEMPORARY EROSION & SEDIMENTATION CONTROL PLANC2.04NOTESTED-40-4179R-417917EROSION LEGEND ensure to keep the grading within the grading limit, typical to all DEVELOPMENT ENGINEERING msippo 05/10/2022 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING CANOPY CANOPYCANOPY4196 LINCOLN AVE NE, RENTON, WA 98056 C: 21000838LUA: 19-000223PR: 19-000387TEMPORARY EROSION & SEDIMENTATION CONTROL NOTES C2.31 CONSTRUCTION SEQUENCE GENERAL STOCKPILE NOTES STORMWATER POLLUTION PREVENTION NOTES DEWATERING CONTROL DUST CONTROL WET WEATHER CONSTRUCTION NOTE:C2.31TEMPORARY COVER PERMANENT COVER MAINTENANCETED-40-4179R-417918 DEVELOPMENT ENGINEERING msippo 05/10/2022 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING CANOPY CANOPYCANOPY4196 LINCOLN AVE NE, RENTON, WA 98056 C: 21000838LUA: 19-000223PR: 19-000387TEMPORARY EROSION & SEDIMENTATION CONTROL STANDARD DETAILS C2.32C2.32TED-40-4179R-417919 DEVELOPMENT ENGINEERING msippo 05/10/2022 ALLEY 1 ROAD ALINCOLN AVE NE VAULT ACCESS RD TR. K TR. J TRACT G TRACT HTRACT A 9 8 7 10 16 15 14131211 2 4 1 5 63 TRACT D NORTH VAULT ACCESS RD.VAULTACCESS AIN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING CANOPY CANOPYCANOPY4196 LINCOLN AVE NE, RENTON, WA 98056 C: 21000838LUA: 19-000223PR: 19-000387SEE SHEET C3.02 KEY MAP LINCOLN NE 40TH STAVENE GRADING PLAN C3.01SEE SHEET C3.04C3.01LEGEND SOIL AMENDMENTTED-40-4179R-417920 adjust the contour line to keep the existing sheet flow dispersion to the shoulder, typical DEVELOPMENT ENGINEERING msippo 05/10/2022 ROAD A ALLEY 2 ALLEY 3 TRACT C TRACT F 45 44 43 42 41 50 5352 54 49 48 5551 46 47 TRACT BALLEY 2A IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING CANOPY CANOPYCANOPY4196 LINCOLN AVE NE, RENTON, WA 98056 C: 21000838LUA: 19-000223PR: 19-000387SEE SHEET C3.01 KEY MAP LINCOLN NE 40TH STAVENE GRADING PLAN C3.02SEE SHEET C3.03C3.02LEGENDSOIL AMENDMENTTED-40-4179R-417921 DEVELOPMENT ENGINEERING msippo 05/10/2022 ALLEY 3 ROAD A NE 40TH STTRACT F TRACT C 40 30 22 23 24 17 25 18 26 19 20 27 21 28 29 3435 31 39 32 373737 3638 33 TRACT G IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING CANOPY CANOPYCANOPY4196 LINCOLN AVE NE, RENTON, WA 98056 C: 21000838LUA: 19-000223PR: 19-000387SEE SHEET C3.04 KEY MAP LINCOLN NE 40TH STAVENE GRADING PLAN C3.03SEE SHEET C3.02C3.03LEGENDSOIL AMENDMENTTED-40-4179R-417922 DEVELOPMENT ENGINEERING msippo 05/10/2022 NE 40TH STLINCOL N A V E N E TRACT G IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING CANOPY CANOPYCANOPY4196 LINCOLN AVE NE, RENTON, WA 98056 C: 21000838LUA: 19-000223PR: 19-000387KEY MAP LINCOLN NE 40TH STAVENE GRADING PLAN C3.04SEE SHEET C3.01SEE SHEET C3.03 LEGENDC3.04SOIL AMENDMENTTED-40-4179R-417923 DEVELOPMENT ENGINEERING msippo 05/10/2022 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING CANOPY CANOPYCANOPY4196 LINCOLN AVE NE, RENTON, WA 98056 C: 21000838LUA: 19-000223PR: 19-000387TYPICAL ROAD SECTIONS C3.31C3.31ROAD 'A' ALLEY 2 ALLEY 3 LINCOLN AVE NE NE 40TH ST ≥ LINCOLN AVE NE SURFACING SECTION ASPHALT PAVEMENTTED-40-4179R-417924 ALLEY 1 ALLEY 2A ASPHALT THICKENED EDGE DETAIL SURFACING SECTION WALKWAY VAULT ACCESS ROADSPAVEMENT SECTION ARTERIAL COLLECTOR DEVELOPMENT ENGINEERING msippo 05/10/2022 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING CANOPY CANOPYCANOPY4196 LINCOLN AVE NE, RENTON, WA 98056 C: 21000838LUA: 19-000223PR: 19-000387SITE DETAILS C3.32C3.32NOTE REDI-ROCK WALLSTED-40-4179R-417925 DEVELOPMENT ENGINEERING msippo 05/10/2022 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING CANOPY CANOPYCANOPY4196 LINCOLN AVE NE, RENTON, WA 98056 C: 21000838LUA: 19-000223PR: 19-000387SITE DETAILS C3.33C3.33NOTETED-40-4179R-417926 DEVELOPMENT ENGINEERING msippo 05/10/2022 ROAD A NE 40TH STROAD A ALL E Y 3 TRACT A ROAD ALINCOLN AVE NE TRACT AROAD AVAULT A C C E S S R D NORTH VAULT ACCESS RD ALLEY 1 R O A D A ROAD A ALLEY 2 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING CANOPY CANOPYCANOPY4196 LINCOLN AVE NE, RENTON, WA 98056 C: 21000838LUA: 19-000223PR: 19-000387KEY MAP LINCOLN NE 40TH STAVENE GRADING DETAILS C3.34C3.34GRADING DETAIL #1 GRADING DETAIL #2 GRADING DETAIL #3 GRADING DETAIL #4 GRADING DETAIL #5 GRADING DETAIL #6TED-40-4179R-417927 DEVELOPMENT ENGINEERING msippo 05/10/2022 112TH AVE SE (NOT OPEN)LINCOLN AVE NE ALLEY 3 NE 40TH STNE 40TH STLINCO L N A V E N E 140 150 140 150 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING CANOPY CANOPYCANOPY4196 LINCOLN AVE NE, RENTON, WA 98056 C: 21000838LUA: 19-000223PR: 19-000387KEY MAP LINCOLN NE 40TH STAVENE GRADING DETAILS C3.35C3.35GRADING DETAIL #9TED-40-4179R-417927 GRADING DETAIL #7 GRADING DETAIL #8 GRADING DETAIL #10 RAISED CROSSING SECTION ensure to keep the grading within the grading limit, typical to all DEVELOPMENT ENGINEERING msippo 05/10/2022 R-417928 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING CANOPY CANOPYCANOPY4196 LINCOLN AVE NE, RENTON, WA 98056 C: 21000838LUA: 19-000223PR: 19-000387ROAD STANDARD DETAILS C3.41C3.41TED-40-4179R-417928 DEVELOPMENT ENGINEERING msippo 05/10/2022 R-417929 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING CANOPY CANOPYCANOPY4196 LINCOLN AVE NE, RENTON, WA 98056 C: 21000838LUA: 19-000223PR: 19-000387ROAD STANDARD DETAILS C3.42C3.42TED-40-4179R-417929 DOWNTOWN BOLLARD DEVELOPMENT ENGINEERING msippo 05/10/2022 R-417930 ALLEY 1 ROAD ALINCOLN AVE NE VAULT ACCESS RD TR. K TR. J TRACT G TRACT H TRACT A 9 8 7 10 1615 14131211 2 41 5 6 3 TRACT D IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING CANOPY CANOPYCANOPY4196 LINCOLN AVE NE, RENTON, WA 98056 C: 21000838LUA: 19-000223PR: 19-000387SEE SHEET C4.02 KEY MAP LINCOLN NE 40TH STAVENE ROAD & STORM DRAINAGE PLAN C4.01SEE SHEET C4.04LEGENDC4.01SEE BELOW, RIGHTSEE ABOVE, LEFTTED-40-4179R-417930 STANDARD NOTES SURFACE WATER UTILITY JFarah 05/09/2022 DEVELOPMENT ENGINEERING msippo 05/10/2022 R-417931 ROAD A ALLEY 2 ALLEY 3 TRACT C TRACT F 45 44 43 42 41 50 53525252 54 49 48 5551 4646 47 TRACT BALLEY 2AIN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING CANOPY CANOPYCANOPY4196 LINCOLN AVE NE, RENTON, WA 98056 C: 21000838LUA: 19-000223PR: 19-000387SEE SHEET C4.01 PIPE MATERIALKEY MAP LINCOLN NE 40TH STAVENE ROAD & STORM DRAINAGE PLAN C4.02SEE SHEET C4.03C4.02LEGENDTED-40-4179R-417931STANDARD NOTES SURFACE WATER UTILITY JFarah 05/09/2022 DEVELOPMENT ENGINEERING msippo 05/10/2022 R-417932 ALLEY 3 ROAD A NE 40TH STTRACT F TRACT C 40 30 22 23 24 17 25 18 26 19 20 2721 28 29 3435 31 39 32373638 33 TRACT G IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING CANOPY CANOPYCANOPY4196 LINCOLN AVE NE, RENTON, WA 98056 C: 21000838LUA: 19-000223PR: 19-000387SEE SHEET C4.04 PIPE MATERIALKEY MAP LINCOLN NE 40TH STAVENE ROAD & STORM DRAINAGE PLAN C4.03SEE SHEET C4.02C4.03LEGENDTED-40-4179R-417932STANDARD NOTES SURFACE WATER UTILITY JFarah 05/09/2022 DEVELOPMENT ENGINEERING msippo 05/10/2022 R-417933 NE 40TH STLINCOL N A V E N E TRACT G IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING CANOPY CANOPYCANOPY4196 LINCOLN AVE NE, RENTON, WA 98056 C: 21000838LUA: 19-000223PR: 19-000387PIPE MATERIALKEY MAP LINCOLN NE 40TH STAVENE ROAD & STORM DRAINAGE PLAN C4.04SEE SHEET C4.01SEE SHEET C4.03 C4.04LEGENDTED-40-4179R-417933STANDARD NOTES SURFACE WATER UTILITY JFarah 05/09/2022 DEVELOPMENT ENGINEERING msippo 05/10/2022 R-417934 ALLEY 1 ROAD ALINCOLN AVE NE VAULT ACCESS RD TR. K TR. J TRACT G TRACT H TRACT A 9 8 7 10 161514131211 2 4 1 5 6 3 TRACT D IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING CANOPY CANOPYCANOPY4196 LINCOLN AVE NE, RENTON, WA 98056 C: 21000838LUA: 19-000223PR: 19-000387SEE SHEET C4.11 KEY MAP LINCOLN NE 40TH STAVENE STORM DRAINAGE SERVICE PLANC4.10 LEGENDC4.10TED-40-4179R-417930 PIPE MATERIAL NOTE SURFACE WATER UTILITY JFarah 05/09/2022 DEVELOPMENT ENGINEERING msippo 05/10/2022 R-417935 ROAD A ALLEY 2 ALLEY 3 TRACT C TRACT F 45 44 43 42 41 50 53525252 54 49 48 5551 46 47 TRACT BALLEY 2AIN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING CANOPY CANOPYCANOPY4196 LINCOLN AVE NE, RENTON, WA 98056 C: 21000838LUA: 19-000223PR: 19-000387SEE SHEET C4.10 KEY MAP LINCOLN NE 40TH STAVENE STORM DRAINAGE SERVICE PLANC4.11SEE SHEET C4.12C4.11TED-40-4179R-417931LEGEND PIPE MATERIAL NOTE SURFACE WATER UTILITY JFarah 05/09/2022 DEVELOPMENT ENGINEERING msippo 05/10/2022 R-417936 ALLEY 3 ROAD A NE 40TH STTRACT F TRACT C 40 30 22 23 24 17 25 18 26 19 20 27 21 28 29 3435 31 39 3237363833 TRACT G IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING CANOPY CANOPYCANOPY4196 LINCOLN AVE NE, RENTON, WA 98056 C: 21000838LUA: 19-000223PR: 19-000387KEY MAP LINCOLN NE 40TH STAVENE STORM DRAINAGE SERVICE PLANC4.12SEE SHEET C4.11C4.12TED-40-4179R-417932LEGEND PIPE MATERIAL NOTE SURFACE WATER UTILITY JFarah 05/09/2022 DEVELOPMENT ENGINEERING msippo 05/10/2022 R-417937 ROAD A50 60 70 80 90 100 110 120 130 50 60 70 80 90 100 110 120 130 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 ROAD A 100 110 120 130 140 150 160 170 100 110 120 130 140 150 160 170 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 19+75 16+50 17+00 17+50 18+00 18+50 19+00 19+50 19+75 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING CANOPY CANOPYCANOPY4196 LINCOLN AVE NE, RENTON, WA 98056 C: 21000838LUA: 19-000223PR: 19-000387(ROAD A)C4.21C4.21SEE BELOWROAD & STORM DRAINAGE PROFILESSEE ABOVESEE SHEET C4.22TED-40-4179R-417934 STANDARD NOTES ROAD A SURFACE WATER UTILITY JFarah 05/09/2022 DEVELOPMENT ENGINEERING msippo 05/10/2022 R-417938 ROAD A120 130 140 150 160 170 180 190 120 130 140 150 160 170 180 190 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 ALLEY 1 60 70 80 90 100 110 120 130 60 70 80 90 100 110 120 130 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 ALLEY 2A 120 130 140 150 160 170 120 130 140 150 160 170 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING CANOPY CANOPYCANOPY4196 LINCOLN AVE NE, RENTON, WA 98056 C: 21000838LUA: 19-000223PR: 19-000387(ROAD A, ALLEY 1 & ALLEY 2A)C4.22C4.22SEE SHEET C4.21ROAD & STORM DRAINAGE PROFILESTED-40-4179R-417935 STANDARD NOTES SURFACE WATER UTILITY JFarah 05/09/2022 DEVELOPMENT ENGINEERING msippo 05/10/2022 R-417939 ALLEY 2120 130 140 150 160 170 180 120 130 140 150 160 170 180 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+30 ALLEY 3 110 120 130 140 150 160 170 110 120 130 140 150 160 170 60+00 60+50 61+00 61+50 62+00 62+50 63+00 63+50 64+00 64+50 65+00 65+50 ALLEY 3 120 130 140 150 160 66+00 66+50 ROAD & STORM DRAINAGE PROFILES IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING CANOPY CANOPYCANOPY4196 LINCOLN AVE NE, RENTON, WA 98056 C: 21000838LUA: 19-000223PR: 19-000387(ALLEY 2 & ALLEY 3)C4.23C4.23SEE BELOWSEE ABOVETED-40-4179R-417936 STANDARD NOTES SURFACE WATER UTILITY JFarah 05/09/2022 DEVELOPMENT ENGINEERING msippo 05/10/2022 R-417940 VAULT ACCESS ROAD 60 70 80 90 100 110 60 70 80 90 100 110 70+50 71+00 71+50 72+00 72+50 72+75 NE 40TH ST90 100 110 120 130 140 150 160 170 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 VAULT ACCESS A 70 80 90 100 70 80 90 100 80+00 80+50 80+86 NORTH VAULT ACCESS ROAD 50 60 70 80 90 50 60 70 80 90 120+50 121+00 121+45 ROAD & STORM DRAINAGE PROFILES IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING CANOPY CANOPYCANOPY4196 LINCOLN AVE NE, RENTON, WA 98056 C: 21000838LUA: 19-000223PR: 19-000387(NE 40TH ST, VAULT ACCESS ROADS)C4.24C4.24TED-40-4179R-417937STANDARD NOTES SURFACE WATER UTILITY JFarah 05/09/2022 DEVELOPMENT ENGINEERING msippo 05/10/2022 R-417941 40 50 60 70 80 90 90+00 90+50 91+00 91+50 92+00 92+50 93+00 93+50 94+00 94+50 95+00 95+50 LINCOLN AVE NE LINCOLN AVE NE 70 80 90 100 110 70 80 90 100 110 103+50 104+00 104+50 105+00 105+50 106+00 106+50 107+00 107+50 108+00 108+50 109+00 109+25 60 70 80 90 95+50 96+00 96+50 97+00 97+50 ROAD & STORM DRAINAGE PROFILES IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING CANOPY CANOPYCANOPY4196 LINCOLN AVE NE, RENTON, WA 98056 C: 21000838LUA: 19-000223PR: 19-000387(LINCOLN AVE NE)C4.25C4.25SEE ABOVESEE BELOW, LEFTSEE ABOVE, RIGHTTED-40-4179R-417938STANDARD NOTES SURFACE WATER UTILITY JFarah 05/09/2022 DEVELOPMENT ENGINEERING msippo 05/10/2022 R-417942 SD-1 50 60 70 80 90 50 60 70 80 90 SD-2 100 110 120 130 140 150 160 170 100 110 120 130 140 150 160 170 CB46 - OUTFALL 45A 60 70 80 90 100 60 70 80 90 100 0+50 1+00 1+50 ROAD & STORM DRAINAGE PROFILES IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING CANOPY CANOPYCANOPY4196 LINCOLN AVE NE, RENTON, WA 98056 C: 21000838LUA: 19-000223PR: 19-000387(SD-1, SD-2 & OUTFALL)C4.26C4.26TED-40-4179R-417937STANDARD NOTES SURFACE WATER UTILITY JFarah 05/09/2022 DEVELOPMENT ENGINEERING msippo 05/10/2022 R-417943 CELL 4CELL 3CELL 2CELL 1VA U L T A C C E S S R D A A B B C C TRACT H CELL 4CELL 3CELL 2CELL 1TRACT H IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING CANOPY CANOPYCANOPY4196 LINCOLN AVE NE, RENTON, WA 98056 C: 21000838LUA: 19-000223PR: 19-000387KEY MAP LINCOLN NE 40TH STAVENE STORM DRAINAGE VAULT PLAN SOUTH VAULT C4.31C4.31SOUTH VAULT - INTERIOR SOUTH VAULT - EXTERIORSEE SHEET C4.33TED-40-4179R-417939 STANDARD NOTES NOTE SURFACE WATER UTILITY JFarah 05/09/2022 DEVELOPMENT ENGINEERING msippo 05/10/2022 R-417944 CELL 1 CELL 1 SOUTH VAULT SECTION A-A SOUTH VAULT SECTION C-C CELL 4 SOUTH VAULT SECTION B-B CELL 2 CELL 3 CELL 4 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING CANOPY CANOPYCANOPY4196 LINCOLN AVE NE, RENTON, WA 98056 C: 21000838LUA: 19-000223PR: 19-000387KEY MAP LINCOLN NE 40TH STAVENE STORM DRAINAGE VAULT DETAILS SOUTH VAULT C4.32C4.32ELBOW DETAIL CONTROL STRUCTURE SOUTH VAULTTED-40-4179R-417940 SURFACE WATER UTILITY JFarah 05/09/2022 DEVELOPMENT ENGINEERING msippo 05/10/2022 R-417945 CELL 3CELL 2CELL 1LINCOLN AVE NE B B A A C C TRACT A CELL 3CELL 2CELL 1TRACT A IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING CANOPY CANOPYCANOPY4196 LINCOLN AVE NE, RENTON, WA 98056 C: 21000838LUA: 19-000223PR: 19-000387KEY MAP LINCOLN NE 40TH STAVENE STORM DRAINAGE VAULT PLAN NORTH VAULT C4.33C4.33NORTH VAULT - INTERIOR NORTH VAULT - EXTERIOR SEE SHEET C4.31TED-40-4179R-417941 WATER QUALITY VENTING SURFACE WATER UTILITY JFarah 05/09/2022 DEVELOPMENT ENGINEERING msippo 05/10/2022 R-417946 CELL 3 CELL 3 NORTH VAULT SECTION A-A NORTH VAULT SECTION C-C CELL 2 CELL 1 CELL 1 NORTH VAULT SECTION B-B IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING CANOPY CANOPYCANOPY4196 LINCOLN AVE NE, RENTON, WA 98056 C: 21000838LUA: 19-000223PR: 19-000387KEY MAP LINCOLN NE 40TH STAVENE STORM DRAINAGE VAULT DETAILS NORTH VAULT C4.34C4.34ELBOW DETAIL CONTROL STRUCTURE NORTH VAULTTED-40-4179R-417942 SURFACE WATER UTILITY JFarah 05/09/2022 DEVELOPMENT ENGINEERING msippo 05/10/2022 R-417947 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING CANOPY CANOPYCANOPY4196 LINCOLN AVE NE, RENTON, WA 98056 C: 21000838LUA: 19-000223PR: 19-000387STORM DRAINAGE DETAILS C4.35C4.35TED-40-4179R-417943 SOUTH VAULT ACCESS ROADNORTH VAULT ACCESS ROAD SOUTH VAULT ACCESS A DEVELOPMENT ENGINEERING msippo 05/10/2022 R-417948 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING CANOPY CANOPYCANOPY4196 LINCOLN AVE NE, RENTON, WA 98056 C: 21000838LUA: 19-000223PR: 19-000387STORM DRAINAGE STANDARD DETAILS C4.36C4.36TED-40-4179R-417944 DEVELOPMENT ENGINEERING msippo 05/10/2022 R-417929R-417949 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING CANOPY CANOPYCANOPY4196 LINCOLN AVE NE, RENTON, WA 98056 C: 21000838LUA: 19-000223PR: 19-000387STORM DRAINAGE STANDARD DETAILS C4.37C4.37TED-40-4179R-417945 DEVELOPMENT ENGINEERING msippo 05/10/2022 R-417950 LINCOLN AVE NE ROAD A VAULT ACCESS RD ALLEY 1TR. K TR. J TRACT G TRACT H TRACT A 9 8 7 10 1615 14131211 2 4 1 5 63 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING CANOPY CANOPYCANOPY4196 LINCOLN AVE NE, RENTON, WA 98056 C: 21000838LUA: 19-000223PR: 19-000387SEE SHEET C6.02 WATER PLAN C6.01 KEY MAP LINCOLN NE 40TH STAVENE C6.01VERTICAL DATUM VALVESPRESSURE REDUCING BASIS OF BEARING LEGENDWTRP-27-4179GENERAL NOTES W-417902 WATER UTILITY agafour 05/10/2022 DEVELOPMENT ENGINEERING msippo 05/10/2022 ROAD A ALLEY 2 ALLEY 3 TRACT C TRACT F 9 10 1615 14131211 505050 535353525252 545454 4949 48 55 51 TRACT B IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING CANOPY CANOPYCANOPY4196 LINCOLN AVE NE, RENTON, WA 98056 C: 21000838LUA: 19-000223PR: 19-000387SEE SHEET C6.01 WATER PLAN C6.02 KEY MAP LINCOLN NE 40TH STAVENE C6.02VERTICAL DATUM VALVESPRESSURE REDUCING BASIS OF BEARING LEGEND WTRP-27-4179GENERAL NOTES W-417903 (DCVA to be located onprivate property) WATER UTILITY agafour 05/10/2022 DEVELOPMENT ENGINEERING msippo 05/10/2022 ROAD A50 60 70 80 90 100 110 120 130 140 50 60 70 80 90 100 110 120 130 140 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 110 120 130 140 150 160 170 110 120 130 140 150 160 170 ROAD A 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 19+75 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING CANOPY CANOPYCANOPY4196 LINCOLN AVE NE, RENTON, WA 98056 C: 21000838LUA: 19-000223PR: 19-000387SEE BELOWSEE ABOVEWATER PROFILES (ROAD A)C6.21C6.21WTRP-27-4179W-417904 WATER UTILITY agafour 05/10/2022 DEVELOPMENT ENGINEERING msippo 05/10/2022 ALLEY 1 60 70 80 90 100 110 120 130 60 70 80 90 100 110 120 130 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 91+50 92+00 92+50 93+00 93+50 94+00 94+50 95+00 95+50 96+00 96+50 97+00 LINCOLN AVE NE 40 50 60 70 80 90 100 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING CANOPY CANOPYCANOPY4196 LINCOLN AVE NE, RENTON, WA 98056 C: 21000838LUA: 19-000223PR: 19-000387WATER PROFILES (ALLEY 1 & LINCOLN AVE NE NEW)C6.22C6.22WTRP-27-4179W-417905 WATER UTILITY agafour 05/10/2022 DEVELOPMENT ENGINEERING msippo 05/10/2022 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING CANOPY CANOPYCANOPY4196 LINCOLN AVE NE, RENTON, WA 98056 C: 21000838LUA: 19-000223PR: 19-000387 WATER STANDARD DETAILS C6.31C6.31WTRP-27-4179W-417906 WATER UTILITY agafour 05/10/2022 DEVELOPMENT ENGINEERING msippo 05/10/2022 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING CANOPY CANOPYCANOPY4196 LINCOLN AVE NE, RENTON, WA 98056 C: 21000838LUA: 19-000223PR: 19-000387 WATER STANDARD DETAILS & NOTES C6.32C6.31WTRP-27-4179WATER NOTES AND SPECIFICATIONS ’ “” “” “” “” ’ ’ W-417907 WATER UTILITY agafour 05/10/2022 DEVELOPMENT ENGINEERING msippo 05/10/2022 SSMH 25 SSMH 16 SSMH 14 SSMH 26 SSMH 27 SSMH 24 SSMH 13 SSMH 28 SSMH 23 SSMH 19 SSMH 12 SSMH 20 SSMH 22 SSMH 11 SSMH 10 SSMH 9 SSMH 8 SSMH 7 SSMH 6 SSMH 5 SSMH 4 SSMH 18SSMH 17 SSMH 3 SSMH 2 SSMH 1 CB 26 CB 19 CB 19B CB 18 CB 18B CB 25 CB 25B CB 32 CB 24 CB 33 CB 16BCB 34CB 35 CB 23CB 22 CB 15 CB 21 CB 41 CB 14CB 12 CB 12B CB 20 CB 11B CB 11 CB 10 CB 10B CB 38 CB 31 CB 9 CB 37 CB 8B CB 8 CB 36 CB 30 CB 7 CB 29 CB 28 CB 6 CB 6B CB 27 CB 5 CB 4B CB 3 CB 4 CB 43B CB 44 CB 43 CB 42 CB 2CB 1 ROAD AALLEY 2 ALLEY 3 NE 40TH STALLEY 1 LINCOLN AVE NESE 80TH STTRACT F TRACT B TRACT G TRACT C TR. K TR. J TRACT A TRACT H ALLEY 2ATRACT D CB 39 SSMH 15 SSMH 21 CB 3B CB 13 CB 17 CB 40 CB 46 CB 45 CB 47 CB 32B IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING CANOPY CANOPYCANOPY4196 LINCOLN AVE NE, RENTON, WA 98056 C: 21000838LUA: 19-000223PR: 19-000387COMPOSITE UTILITY PLAN C7.01C7.01WTRP-27-4179W-417908 DEVELOPMENT ENGINEERING msippo 05/10/2022 ALLEY 1 CELL 4CELL 3CELL 2CELL 1CELL 3CELL 2CELL 1ROAD ALINCOLN AVE NE VAULT ACCESS RD TR. K TR. J TRACT G TRACT H TRACT A 9 8 7 10 1615 14131211 2 4 1 5 63 TRACT D IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING CANOPY CANOPYCANOPY4196 LINCOLN AVE NE, RENTON, WA 98056 C: 21000838LUA: 19-000223PR: 19-000387SEE SHEET C7.03 KEY MAP LINCOLN NE 40TH STAVENE UTILITY CROSSING PLAN C7.02C7.02TED-40-4179W-417908 DEVELOPMENT ENGINEERING msippo 05/10/2022 ROAD A ALLEY 2 ALLEY 3 TRACT C TRACT F 45 44 43 42 41 50 53525252 54 49 48 5551 46 47 TRACT BALLEY 2A161514131211 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING CANOPY CANOPYCANOPY4196 LINCOLN AVE NE, RENTON, WA 98056 C: 21000838LUA: 19-000223PR: 19-000387SEE SHEET C7.02 KEY MAP LINCOLN NE 40TH STAVENE UTILITY CROSSING PLAN C7.03SEE SHEET C7.04C7.03TED-40-4179W-417909 DEVELOPMENT ENGINEERING msippo 05/10/2022 ALLEY 3 ROAD A NE 40TH STTRACT F TRACT C 40 30 22 23 24 17 25 18 26 19 20 27 21 28 29 3435 31 39 32373638 33 TRACT G IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING CANOPY CANOPYCANOPY4196 LINCOLN AVE NE, RENTON, WA 98056 C: 21000838LUA: 19-000223PR: 19-000387KEY MAP LINCOLN NE 40TH STAVENE UTILITY CROSSING PLAN C7.04SEE SHEET C7.03C7.04TED-40-4179W-417910 DEVELOPMENT ENGINEERING msippo 05/10/2022 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING CANOPY CANOPYCANOPY4196 LINCOLN AVE NE, RENTON, WA 98056 C: 21000838LUA: 19-000223PR: 19-000387UTILITY CROSSING DATA C7.05C7.05TED-40-4179W-417911 STANDARD NOTES DEVELOPMENT ENGINEERING msippo 05/10/2022 TRACT F TRACT B TRACT G TRACT C TR. K TR. J TRACT A TRACT H ROAD A ALLEY 2 ALLEY 3 NE 40TH STALLEY 1 LINCOLN AVE NE 2 44 1 55 63 9 8 7 10 1615151413131211 5555 3435 31393237363833 5151 4647 22 23 2417 2518 261920 2721 28 29 50504948 53535252 5454 45 44 43 42 4041 30 ALLEY 2ATRACT DSE 80TH STIN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING CANOPY CANOPYCANOPY4196 LINCOLN AVE NE, RENTON, WA 98056 C: 21000838LUA: 19-000223PR: 19-000387SIGNAGE AND CHANNELIZATION PLANC8.01 LEGENDC8.01NO PARKING SIGN DETAILSTRO-41-4179T-417902 DEVELOPMENT ENGINEERING msippo 05/10/2022 LINCOLN AVE NE535254494855TRACT B3435313932373638335146475022232417251826192027212829TRACT FTRACT C40413045444342TRACT A98710161514131211241563TR. KTRACT GTRACT HTR. JALLEY 1TRACT D1064610649NE 40TH ST 4/18/2022 10:58 AMJ:\2018\18054\LANDSCAPE\FINAL\SHEETS\18054 L1.01.DWG PROTECTION MEASURES DURING CONSTRUCTION:PROTECTION MEASURES IN THIS SUBSECTION SHALL APPLY FOR ALL TREES THAT ARE TO BERETAINED ON SITE AND OFFSITE. OFFSITE TREES CONTAINING DRIP LINES THAT ENCROACHONTO THE SITE UNDER CONSTRUCTION SHALL BE CONSIDERED PROTECTED TREES UNLESS ITIS DETERMINED THE ABUTTING PROPERTY OWNER IS IN COMPLIANCE WITH SUBSECTION C OFTHIS SECTION, ALLOWED TREE REMOVAL ACTIVITIES. ALL OF THE FOLLOWING TREE PROTECTIONMEASURES SHALL APPLY:A. CONSTRUCTION STORAGE PROHIBITED: THE APPLICANT MAY NOT FILL, EXCAVATE, STACK ORSTORE ANY EQUIPMENT, DISPOSE OF ANY MATERIALS, SUPPLIES OR FLUIDS, OPERATE ANYEQUIPMENT, INSTALL IMPERVIOUS SURFACES, OR COMPACT THE EARTH IN ANY WAY WITHINTHE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE RETAINED.B. FENCED PROTECTION AREA REQUIRED: PRIOR TO DEVELOPMENT ACTIVITIES THE APPLICANTSHALL ERECT AND MAINTAIN SIX-FOOT (6') HIGH CHAIN LINK TEMPORARY CONSTRUCTIONFENCING AROUND THE CRITICAL ROOT ZONE OF ALL RETAINED TREES OR AT A DISTANCESURROUNDING THE TREE EQUAL TO ONE AND ONE-QUARTER FEET (1-1/4') FOR EVERY ONEINCH (1") OF TRUNK CALIPER, WHICEVER4 IS GREATER, OR ALONG THE PERIMETER OF A TREEPROTECTION TRACT. PLACARDS SHALL BE PLACED ON FENCING EVERY FIFTY FEET (50')INDICATING THE WORDS, "NO TRESPASSING- PROTECTED TREES", OR ON EACH SIDE OF THEFENCING IF LESS THAN FIFTY FEET (50') . SITE ACCESS TO INDIVIDUALLY PROTECTED TREES ORGROUPS OF TREES SHALL BE FENCED AND SIGNED. INDIVIDUAL TREES SHALL BE FENCED ONFOUR (4) SIDES. IN ADDITION, THE APPLICANT SHALL PROVIDE SUPERVISION WHENEVEREQUIPMENT TOR TRUCKS ARE MOVING NEAR TREES.C. PROTECTION FROM GRADE CHANGES: IF THE GRADE LEVEL ADJOINING TO A TREE TO BERETAINED IS TO BE RAISED, THE APPLICANT SHALL CONSTRUCT A DRY ROCK WALL OR ROCKWELL AROUND THE TREE. THE DIAMETER OF THIS WALL OR WELL MUST BE EQUAL TO THETREE'S DRIP LINE.D. IMPERVIOUS SURFACES PROHIBITED WITHIN THE DRIP LINE: THE APPLICANT MAY NOTINSTALL IMPERVIOUS SURFACE MATERIAL WITHIN THE AREA DEFINED BY THE DRIP LINE OFANY TREE TO BE RETAINED, UNLESS OTHERWISE APPROVED BY THE CITY (ORD. 5958,12-9-2019)E. RESTRICTION ON GRADING WITHIN THE DRIP LINES OF RETAINED TREES: THE GRADE LEVELAROUND ANY TREE TO BE RETAINED MAY NOT BE LOWERED WITHIN THE GREATER OF THEFOLLOWING AREAS: (I) THE AREA DEFINED BY THE DRIP LINE OF THE TREE, OR (II) AN AREAAROUND THE TREE EQUAL TO ONE AND ONE-HALF (1-1/2') IN DIAMETER FOR EACH ONE INCH(1") OF TREE CALIPER. A LARGER TREE PROTECTION ZONE BASED ON THE TREE SIZE, SPECIES,SOIL, OR OTHER CONDITIONS MAY BE REQUIRED. (ORD. 5676, 12-3-2012)F. MULCH LAYER REQUIRED: ALL AREAS WITHIN THE REQUIRED FENCING SHALL BE COVEREDCOMPLETELY AND EVENLY WITH A MINIMUM OF THREE INCHES ( 3") OF BARK MULCH PRIOR TOINSTALLATION OF THE PROTECTIVE FENCING. EXCEPTIONS MAY BE APPROVED IF THE MULCHWILL ADVERSELY AFFECT PROTECTED GROUND COVER PLANTS. (ORD. 5676, 12-3-2012)G. MONITORING REQUIRED DURING CONSTRUCTION: THE APPLICANT SHALL RETAIN ACERTIFIED ARBORIST OR LICENSED LANDSCAPE ARCHITECT TO ENSURE TREES ARE PROTECTEDFROM DEVELOPMENT ACTIVITIES AND/OR TO PRUNE BRANCHES AND ROOTS, FERTILIZER, ANDWATER AS APPROPRIATE FOR ANY TREES AND GROUND COVER THAT ARE TO BE RETAINED.H. ALTERNATIVE PROTECTION: ALTERNATIVE SAFECUARDS MAY BE USED IF DETERMINED TOPROVIDE EQUAL OR GREATER TREE PROTECTION. (ORD. 5676, 12-3-2012; ORD.5841-6-12-2017)DETAIL: TREE PROTECTION FENCINGNOT TO SCALETREE RETENTION CALCULATIONSTOTAL NUMBER OF TREES OVER 6" DIAMETER, OR ALDER OR COTTONWOOD TREESAT LEAST 8" IN DIAMETER ON PROJECT SITE:DEDUCTIONS: CERTAIN TREES ARE EXCLUDED FROM THE RETENTIONCALCULATION:TREES THAT ARE DEAD, DISEASED, OR DANGEROUS IN BUILDABLE AREA:TREES IN PROPOSED PUBLIC STREETSTREES IN CRITICAL AREAS AND BUFFERSTOTAL NUMBER OF EXCLUDED TREES:375 EXISTING TREES - 173 EXCLUDED TREES =202 TREES * 30% RETENTION REQUIRED:TOTAL NUMBER OF TREES REQUIRED TO BE RETAINED:TOTAL NUMBER OF TREES PROPOSED TO BE RETAINED:(TRACT G- 17 TREES, TRACT C- 21 TREES, TRACT A- 2 TREES)TOTAL NUMBER OF REQUIRED REPLACEMENT TREES:12 INCHES * 21 REPLACEMENT TREES :252 INCHES / 2 INCH CALIPER REPLACEMENT TREES:NOTES·FOR MORE DETAILED INFORMATION REGARDING THE TREES, PLEASE SEE ARBORISTREPORT BY WASHINGTON FORESTRY CONSULTANTS, INC.·DEAD TREES ARE NOT SHOWN ON THIS PLAN. PLEASE, SEE THE ARBORIST REPORT FORREFERENCE.375685451173202 TREES IN BUILDABLE AREA61 TREES614021252 INCHES126 REQUIREDREPLACEMENTTREESLEGENDPROPERTY LINEPROPOSED PUBLIC STREET/RIGHT-OF-WAYIN COMPLIANCE WITH CITY OF RENTON STANDARDSDESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYINGCANOPYCANOPY CANOPY 4196 LINCOLN AVE NE, RENTON, WA 98056C: 21000838LUA: 19-000223PR: 19-000387TREE RETENTION PLANL1.01STREAM/WETLAND AND STEEP SLOPE BUFFERTREE IN NGPA AREA TO BE REMOVED (TYP.)(DUE TO BEING A HAZARD OR IN ROAD ROW)WETLAND BOUNDARY (TYP.)TREE TO REMAIN IN NGPA AREA (TYP.)TREE IN ROW TO BE REMOVED (TYP.)OFFSITE TREE (TYP.)TREE TO BE RETAINED (TYP.)STEEP SLOPE BOUNDARYTREE TO REMAIN IN CRITICAL AREA (TYP.)BUILDING SETBACKCRITICAL AREA BOUNDARYBUILDING SETBACKTREE IN CRITICAL AREA TO BE REMOVED (TYP.)(DUE TO BEING A HAZARD OR IN ROAD ROW)TREE TO BE REMOVED (TYP.)WETLAND SETBACK BOUNDARY (TYP.)OFFSITE TREETREE TO BE REMOVEDTREE TO BE RETAINEDCRITICAL AREA TREESTREAMPROTECTION FENCINGDRIPLINE METHODCHAIN LINK PROTECTION FENCE (TYP.)PROTECTION FENCE(TYP.)RETAINED OFFSITE TREE CRITICAL ROOT ZONE (TYP.)RETAINED OFFSITE TREE DRIP LINE (TYP.)REMOVED OFFSITE TREE CRITICAL ROOT ZONE (TYP.)REMOVED OFFSITE TREE DRIP LINE (TYP.)R-417946OFFSITE TREE WITH CRZTO BE RETAINEDOFFSITE TREE WITHCRZ TO BE REMOVEDPROTECTION FENCE (TYP.)CURRENT PLANNINGMHerrera 05/10/2022DEVELOPMENT ENGINEERINGmsippo 05/10/2022R-417951 ROW 3ROW 2535254494855TRACT B34353139323736383351464750ALLEY 222232417251826192027212829TRACT FTRACT CALLEY 3ROW 140413045444342TRACT A98710161514131211241563TR. KTRACT GTRACT HTR. JALLEY 1TRACT DLINCOLN AVE NENE 40TH ST 4/18/2022 10:55 AMJ:\2018\18054\LANDSCAPE\FINAL\SHEETS\18054 L1.02 TREE DENSITY EXHIBIT.DWG REPLACEMENT TREE CALCULATIONSREQUIRED REPLACEMENT TREES: 126PROPOSED ON SITE REPLACEMENT TREES IN LANDSCAPE PLAN : 143PROPOSED ON SITE REPLACEMENT TREES IN STREETSCAPE PLAN : 72PROPOSED ON SITE REPLACEMENT TREES IN MITIGATION PLAN : 104TOTAL PROPOSED ON SITE REPLACEMENT TREES: 318IN COMPLIANCE WITH CITY OF RENTON STANDARDSDESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYINGCANOPYCANOPY CANOPY 4196 LINCOLN AVE NE, RENTON, WA 98056C: 21000838LUA: 19-000223PR: 19-000387TREE DENSITY EXHIBITL1.02TREE DENSITY CALCULATIONS PER LOTDETACHED SINGLE-FAMILY DEVELOPMENT: TWO (2) SIGNIFICANT TREES FOR EVERY FIVETHOUSAND (5,000) SQ. FT. OF LOT AREA.PER REVIEWER COMMENTS LOTS WITH 3,750 SQ. FT.ARE ROUNDED UP TO 5,000 SQ. FT.51 LOTS UNDER 3,750 SQ. FT. = 51 TREES, (1 TREE ON EACH LOT)1 LOT UNDER 3,750 SQ. FT.=5 TREES ON THE LOT3 LOTS OVER 3,750 SQ. FT = 7 TREES (2 OR MORE TREES ON EACH LOT)TOTAL TREES =63 TREESR-417947CURRENT PLANNINGMHerrera 05/10/2022DEVELOPMENT ENGINEERINGmsippo 05/10/2022R-417952 ROW 3ROW 2535254494855TRACT B34353139323736383351464750ALLEY 222232417251826192027212829TRACT FTRACT CALLEY 3ROW 140413045444342TRACT A98710161514131211241563TR. KTRACT GTRACT HTR. JALLEY 1TRACT DNE 43RD ST NE 43RD ST NE 40TH STLINCOLN AVE NE4/18/2022 10:41 AMJ:\2018\18054\LANDSCAPE\FINAL\SHEETS\18054 L1.03 SOILS PLANS.DWG SOIL DIVERSITY PLANL1.03NOTES1.EXCEPT FOR CRITICAL AREAS, ALL PORTIONS OF THE DISTURBEDDEVELOPMENT AREA NOT COVERED BY STRUCTURES, REQUIRED PARKINGACCESS, CIRCULATION OR SERVICE AREAS, WILL BE LANDSCAPED WITH NATIVE,DROUGHT-RESISTANT VEGETATIVE COVER.2.HEIGHT OF PROPOSED BUILDINGS OUTLINED IN ARCHITECTURAL PLAN.3.FOR LANDSCAPE AREAS THAT ARE UNDERLAIN BY ALDERWOOD SANDY LOAMTHE NATIVE MATERIAL SHOULD BE SCARIFIED TO A DEPTH OF 18 INCHES WITHINTHE LANDSCAPE AREA TO ALLOW FOR ROOT GROWTH AND IMPROVE DRAINAGEAROUND TREES.  THE LANDSCAPE CONTRACTOR SHOULD BE CAUTIOUS NOT TOSCARIFY MATERIAL OUTSIDE OF THE LANDSCAPE AREA. SEE GEOTECH REPORT FORFURTHER DETAILS.IN COMPLIANCE WITH CITY OF RENTON STANDARDSDESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYINGCANOPYCANOPY CANOPY 4196 LINCOLN AVE NE, RENTON, WA 98056C: 21000838LUA: 19-000223PR: 19-000387 AREAS OF ALDERWOOD SANDY LOAM SOILCRITICAL AREA BUFFERR-417948CURRENT PLANNINGMHerrera 05/10/2022DEVELOPMENT ENGINEERINGmsippo 05/10/2022R-417953 N.E. 43RD ST.LINCOLN AVE NENE 40TH ST535254494855TRACT B3435313932373638335146475022232417251826192027212829TRACT FTRACT C40413045444342TRACT A98710161514131211241563TR. KTRACT GTRACT HTR. JALLEY 1TRACT DLINCOLN AVE NE4/18/2022 11:51 AMJ:\2018\18054\LANDSCAPE\FINAL\SHEETS\18054 L2.01-L2.06 STREETSCAPE.DWG COMPOSITE STREETSCAPE PLANL2.01STREET TREE CALCULATIONS(1) STREET TREE REQUIRED PER ADDRESS:UNITS/ADDRESSES55STREET TREES PROPOSED72 TOTAL55 STREET TREES IN R.O.W. FOR ROAD A6 STREET TREES IN LOTS 1-68 STREET TREES IN R.O.W. LINCOLN AVE.3 STREET TREES IN R.O.W. N.E. 40TH ST.NOTES1.)EXCEPT FOR CRITICAL AREAS, ALL PORTIONS OF THE DISTURBEDDEVELOPMENT AREA NOT COVERED BY STRUCTURES, REQUIRED PARKINGACCESS, CIRCULATION OR SERVICE AREAS, WILL BE LANDSCAPED WITH NATIVE,DROUGHT-RESISTANT VEGETATIVE COVER.2.)HEIGHT OF PROPOSED BUILDINGS OUTLINED IN 'ARCHITECTURALELEVATIONS'LANDSCAPE ANALYSIS, LOT COVERAGE, AND PARKING ANALYSISTOTAL SQUARE FOOTAGE OF THE SITE AND THE FOOTPRINTS OF ALL BUILDINGS:LESS THAN 50% PROPOSEDTOTAL SQUARE FOOTAGE OF EXISTING AND PROPOSED IMPERVIOUS SURFACE AREA(S):41% PROPOSEDSQUARE FOOTAGE (BY FLOOR AND OVERALL TOTAL) OF EACH INDIVIDUAL BUILDING AND/OR USESEE PLAN ABOVEPERCENTAGE OF LOT COVERED BY BUILDINGS OR STRUCTURESLESS THAN 50% PROPOSEDPARKING SPACES PROVIDED:2 CAR GARAGE110 = 55 UNITS * 2 SPACES PER UNITTOTAL110 MIN. SPACESSHEET L2.02SHEET L2.03SHEET L2.04IN COMPLIANCE WITH CITY OF RENTON STANDARDSDESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYINGCANOPYCANOPY CANOPY 4196 LINCOLN AVE NE, RENTON, WA 98056C: 21000838LUA: 19-000223PR: 19-000387SIGNIFICANT TREE TO REMAIN (TYP.)OFFSITE TREE (TYP.)CRITICAL AREA BUFFER (TYP.)WETLAND BOUNDARY (TYP.)UNEXCAVATED WOOD CHIP TRAIL TO EXTEND TO NE 43RD ST.TRAIL SHALL BE FIELD FIT, AVOIDING TREES, SENSITIVE AREAS, AND OTHER OBSTRUCTIONS.MITIGATION SHALL BE PROVIDED WHERE NECESSARY FOR UNAVOIDABLE IMPACTS.SHEET L2.05SHEET L2.04CRITICAL AREA TREE TO REMAIN (TYP.)R-417949CURRENT PLANNINGMHerrera 05/10/2022DEVELOPMENT ENGINEERINGmsippo 05/10/2022R-417954 LINCOLN AVE NEROW 3ROW 2TRACT A98710161514131211241563TR. KTRACT GTRACT HTR. JALLEY 1TRACT DLINCOLN AVE NE4/18/2022 11:51 AMJ:\2018\18054\LANDSCAPE\FINAL\SHEETS\18054 L2.01-L2.06 STREETSCAPE.DWG L2.02STREETSCAPE PLANSEE SHEET L2.03IN COMPLIANCE WITH CITY OF RENTON STANDARDSDESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYINGCANOPYCANOPY CANOPY 4196 LINCOLN AVE NE, RENTON, WA 98056C: 21000838LUA: 19-000223PR: 19-000387SIGNIFICANT TREE TO REMAIN (TYP.)SHRUB (TYP.)GROUND COVER (TYP.)STREET TREE (TYP.)WETLAND BOUNDARY (TYP.)CRITICAL AREA BUFFER (TYP.)CRITICAL AREA TREE TO BE RETAINED (TYP.)ROOT BARRIER (TYP.)DECORATIVE STAMPED CONCRETE PEDESTRIANCONNECTION AND TRAFFIC CALMING FEATURE.SEE SHEET L2.33 & CIVIL SHEETS FOR DETAILSR-417950STREET LIGHT (TYP.)CURRENT PLANNINGMHerrera 05/10/2022DEVELOPMENT ENGINEERINGmsippo 05/10/2022R-417955 535254494855TRACT B51464750ALLEY 2TRACT FROW 14041454443424/18/2022 11:51 AMJ:\2018\18054\LANDSCAPE\FINAL\SHEETS\18054 L2.01-L2.06 STREETSCAPE.DWG STREETSCAPE PLANL2.03SEE SHEET L2.02SEE SHEET L2.04IN COMPLIANCE WITH CITY OF RENTON STANDARDSDESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYINGCANOPYCANOPY CANOPY 4196 LINCOLN AVE NE, RENTON, WA 98056C: 21000838LUA: 19-000223PR: 19-000387 SIGNIFICANT TREE TO REMAIN (TYP.)STREET TREE (TYP.)DECORATIVE STAMPED CONCRETE PEDESTRIANCONNECTION AND TRAFFIC CALMING FEATURE.SEE SHEET L2.33 & CIVIL SHEETS FOR DETAILSSHRUB (TYP.)GROUND COVER (TYP.)CRITICAL AREA BUFFER (TYP.)ROOT BARRIER (TYP.)BUILDING SETBACK LINE (TYP.)R-417951BOLLARDS (TYP.)STREET LIGHT (TYP.)MAILBOXESCURRENT PLANNINGMHerrera 05/10/2022DEVELOPMENT ENGINEERINGmsippo 05/10/2022R-417956 NE 40TH ST 34353139323736383322232417251826192027212829ALLEY 340304/18/2022 11:52 AMJ:\2018\18054\LANDSCAPE\FINAL\SHEETS\18054 L2.01-L2.06 STREETSCAPE.DWG L2.04STREETSCAPE PLANSEE SHEET L2.03 IN COMPLIANCE WITH CITY OF RENTON STANDARDSDESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYINGCANOPYCANOPY CANOPY 4196 LINCOLN AVE NE, RENTON, WA 98056C: 21000838LUA: 19-000223PR: 19-000387 OFFSITE TREE (TYP.)CRITICAL AREA TREETO REMAIN (TYP.)STREET TREE (TYP.)SHRUB (TYP.)GROUND COVER (TYP.)CRITICAL AREA BUFFERSEE SHEET HEREONSEE SHEET HEREONROOT BARRIER (TYP.)SIGNIFICANT TREETO REMAIN (TYP.)PROPERTY LINE (TYP.)R-417952NE 40TH STOFFSITE TREE TO REMAIN CRZ(TYP.)OFFSITE TREE TO REMAINDRIP LINE (TYP.)STREET LIGHT (TYP.)CURRENT PLANNINGMHerrera 05/10/2022DEVELOPMENT ENGINEERINGmsippo 05/10/2022R-417957 N.E. 43RD ST.4/18/2022 11:52 AMJ:\2018\18054\LANDSCAPE\FINAL\SHEETS\18054 L2.01-L2.06 STREETSCAPE.DWG STREETSCAPE PLANNORTH TRAILL2.05IN COMPLIANCE WITH CITY OF RENTON STANDARDSDESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYINGCANOPYCANOPY CANOPY 4196 LINCOLN AVE NE, RENTON, WA 98056C: 21000838LUA: 19-000223PR: 19-000387 SEE SHEET HEREON OFFSITE TREE (TYP.)CRITICAL AREA TREE TO REMAIN (TYP.)CRITICAL AREA BUFFER (TYP.)SEE SHEET HERON UNEXCAVATED WOOD CHIP TRAIL TO EXTEND TO NE 43RD ST. TRAIL SHALL BE FIELD FIT,AVOIDING TREES, SENSITIVE AREAS, AND OTHER OBSTRUCTIONS. MITIGATION PLANPROVIDED FOR NECESSARY UNAVOIDABLE IMPACTS.SEE SHEET L2.33PEDESTRIAN FOOT BRIDGE (TYP.);SEE MITIGATION PLAN FOR DETAILS,PERMITTING TO BE SEPARATE.STREAMSEE SHEET L2.03PEDESTRIAN BOARD WALK (TYP.);SEE MITIGATION PLAN FOR DETAILS,PERMITTING TO BE SEPARATEPROPERTY LINE (TYP.)R-417953CURRENT PLANNINGMHerrera 05/10/2022DEVELOPMENT ENGINEERINGmsippo 05/10/2022R-417958 STREET TREESQTYBOTANICAL NAMECOMMON NAMESIZESPACING9ACER PSUEDOPLATANUSSYCAMORE MAPLE2" CAL. MIN.50` O.C. OR AS SHOWN13CARPINUS BETULUSEUROPEAN HORNBEAM2" CAL. MIN.50` O.C. OR AS SHOWN11CERCIDIPHYLLUM JAPONICUMKATSURA TREE2" CAL. MIN.50` O.C. OR AS SHOWN14FAGUS SYLVATICAGREEN BEECH2" CAL. MIN.50` O.C. OR AS SHOWN6OXYDENDRON ARBOREUMSOURWOOD2" CAL. MIN.40` O.C. OR AS SHOWN8TILIA TOMENTOSASILVER LINDEN2" CAL. MIN.50` O.C. OR AS SHOWN11ULMUS X `PIONEER'PIONEER ELM2" CAL. MIN.50` O.C. OR AS SHOWNSHRUBSQTYBOTANICAL NAMECOMMON NAMESIZESPACING112ABELIA X GRANDIFLORA `KALEIDOSCOPE`KALEIDOSCOPE ABELIA2 GAL.3` O.C.162BERBERIS THUNBERGII `CRIRUZAM`CRIMSON RUBY JAPANESE BARBERRY2 GAL.2.5` O.C.27BUXUS SEMPERVIRENS `SUFFRUTICOSA`TRUE DWARF BOXWOOD5 GAL/18"HT. MIN.3` O.C.68CERASTIUM TOMENTOSUMSNOW IN SUMMER1 GAL1.5` O.C.19ERICA CARNEA `VIVELLII`HEATH2 GAL/15" HT. MIN.2` O.C.30EUONYMUS COLORATUSPURPLE WINTERCREEPER1 GAL.2.5` O.C.19EUONYMUS FORTUNEI `EMERALD GAIETY` TMEMERALD GAIETY WINTERCREEPER2 GAL.2.5` O.C.19EUONYMUS FORTUNEI `EMERALD `N GOLD`EMERALD `N GOLD WINTERCREEPER2 GAL.4` O.C.30KALMIA LATIFOLIA `MINUET`MINUET MOUNTAIN LAUREL2 GAL./12" HT.2.5` O.C.80LAVANDULA ANGUSTIFOLIA `HIDCOTE`HIDCOTE LAVENDER2 GAL./12" HT.2` O.C.2NANDINA DOMESTICA `FIREPOWER`HEAVENLY BAMBOO2 GAL./12" HT.3` O.C.10NANDINA DOMESTICA `SIENNA SUNRISE`HEAVENLY BAMBOO2 GAL/15" HT. MIN.4` O.C.14PRUNUS LAUROCERASUS `OTTO LUYKEN`LUYKENS LAUREL2 GAL./12" HT.3` O.C.13SARCOCOCCA HOOKERIANA HUMILISSWEETBOX3 GAL./24" HT. MIN.4` O.C.55SPIRAEA JAPONICA `MAGIC CARPET`MAGIC CARPET SPIREA5 GAL. / 15" HT. MIN.4` O.C.1VIBURNUM TINUS `COMPACTUM`SPRING BOUQUET VIBURNUM5 GAL/18"HT. MIN.5` O.C.2YUCCA FILAMENTOSA `COLOR GUARD`COLOR GUARD ADAM`S NEEDLE2 GAL./12" HT.3` O.C.ORNAMENTAL GRASSESQTYBOTANICAL NAMECOMMON NAMESIZESPACING54FESTUCA GLAUCA `ELIJAH BLUE`ELIJAH BLUE FESCUE1 GAL.2.5` O.C.71HELICTOTRICHON SEMPERVIRENSBLUE OAT GRASS1 GALADAPTIVE53MUHLENBERGIA CAPILLARIS `LENCA`REGAL MIST PINK MUHLY1 GAL.3` O.C.188PENNISETUM ALOPECUROIDES `LITTLE BUNNY`LITTLE BUNNY FOUNTAIN GRASS1 GAL1.5` O.C.GROUND COVERSQTYBOTANICAL NAMECOMMON NAMESIZESPACING4,308ARCTOSTAPHYLOS UVA-URSIKINNIKINNICK4" POT24" O.C.116CALLUNA VULGARIS `FIREFLY`FIREFLY HEATHER1 GAL24" O.C.1,545COTONEASTER DAMMERIBEARBERRY COTONEASTER4" POT24" O.C.4/18/2022 11:52 AMJ:\2018\18054\LANDSCAPE\FINAL\SHEETS\18054 L2.01-L2.06 STREETSCAPE.DWG STREETSCAPE NOTES& PLANT SCHEDULEL2.061.ALL PORTIONS OF A LOT NOT USED FOR BUILDINGS, FUTURE BUILDINGS, PARKING,STORAGE OR ACCESSORY USES, AND PROPOSED LANDSCAPED AREAS SHALL BE RETAINEDIN A “NATIVE” OR PREDEVELOPED STATE OR RESTORED TO SUCH STATE WITH APPROPRIATEENHANCED PLANTINGS AS DETERMINED BY THE DIRECTOR; PROVIDED, THAT SCHOOLS INPUBLIC ZONES SHALL NOT BE SUBJECT TO THIS REQUIREMENT.2.SLOPES IN AREAS THAT HAVE BEEN LANDSCAPED WITH LAWN SHALL GENERALLY BE ATHREE-TO-ONE RATIO OR LESS, WIDTH TO HEIGHT (HORIZONTAL TO VERTICAL), TO ASSIST INMAINTENANCE AND TO ALLOW IRRIGATION SYSTEMS TO FUNCTION EFFICIENTLY.3.WITH THE EXCEPTION OF LAWN AREAS, NEW LANDSCAPING MATERIALS (I.E., TREES,SHRUBS AND GROUNDCOVER) SHALL CONSIST OF DROUGHT-TOLERANT SPECIES ANDPACIFIC NORTHWEST ADAPTIVE VEGETATION. ALL DEVELOPMENTS ARE REQUIRED TOINCLUDE NATIVE PACIFIC NORTHWEST AND DROUGHT-TOLERANT PLANT MATERIALS FOR ALLPROJECTS.4.DECIDUOUS TREES SHALL HAVE A CALIPER OF AT LEAST TWO INCHES AT THE TIME OFPLANTING MEASURED FOUR AND ONE-HALF FEET ABOVE THE ROOT BALL OR ROOT.5.EVERGREEN TREES SHALL BE A MINIMUM SIX FEET IN HEIGHT MEASURED FROMTREETOP TO THE GROUND AT THE TIME OF PLANTING.6.SHRUBS SHALL BE A MINIMUM OF 18 INCHES IN HEIGHT (MEASURED FROM TOP OFSHRUB TO THE GROUND) AT THE TIME OF PLANTING.7.GROUNDCOVER SHALL BE PLANTED AND SPACED TO RESULT IN TOTAL COVERAGE OF ALANDSCAPED AREA WITHIN THREE YEARS OF PLANTING.8.AREAS PLANTED WITH GRASS/LAWN SHALL:a.CONSTITUTE NO MORE THAN 40 PERCENT OF LANDSCAPED AREAS; PROVIDED,THERE SHALL BE AN EXCEPTION FOR BIOFILTRATION SWALES, EXCEPT FOR SCHOOLS INPUBLIC ZONES; ANDb.BE A MINIMUM OF FIVE FEET WIDE AT THE SMALLEST DIMENSION.10. GRASS AND REQUIRED LANDSCAPING AREAS SHALL CONTAIN AT LEAST TWO ANDONE-HALF INCHES OF COMPOST OR IMPORTED TOPSOIL WITH FIVE TO 10 PERCENT SOILORGANIC MATTER CONTENT.11. EXISTING CLAY OR SANDY SOILS WHERE LANDSCAPING IS TO BE INSTALLEDSHALL BE AUGMENTED WITH AN ORGANIC SUPPLEMENT.12. LANDSCAPE AREAS SHALL BE COVERED WITH AT LEAST THREE INCHES OF MULCHTO MINIMIZE EVAPORATION.13. MULCH SHALL BE USED IN CONJUNCTION WITH LANDSCAPING IN ALL PLANTINGAREAS TO ASSIST VEGETATIVE GROWTH AND MAINTENANCE OR TO VISUALLY COMPLEMENTPLANT MATERIAL, EXCEPT THAT UNDISTURBED NATIVE VEGETATION NEED NOT BE MULCHED.NONVEGETATIVE MATERIAL SHALL NOT BE AN ALLOWABLE SUBSTITUTE FOR PLANTMATERIAL.14. LANDSCAPING AND FENCING SHALL NOT VIOLATE THE SIGHT DISTANCE SAFETYREQUIREMENTS AT STREET INTERSECTIONS AND POINTS OF INGRESS/EGRESS FOR THEDEVELOPMENT.15. ALL TREE TYPES SHALL BE SPACED APPROPRIATELY FOR THE COMPATIBILITY OFTHE PLANTING AREA AND THE CANOPY AND ROOT CHARACTERISTICS OF THE TREE.16. FOUNDATION LANDSCAPING IS ENCOURAGED TO MINIMIZE IMPACTS OF THESCALE, BULK AND HEIGHT OF STRUCTURES.17. ALL LOADING AREAS SHALL BE FULLY SCREENED FROM PUBLIC RIGHTS-OF-WAYOR NONINDUSTRIAL/MANUFACTURING USES WITH TYPE I LANDSCAPING.18. USE OF PRODUCTS MADE FROM POST-CONSUMER WASTE IS ENCOURAGEDWHENEVER POSSIBLE.19. WALKWAYS, DECORATIVE PAVING, FOUNTAINS, BENCHES, PICNIC TABLES ANDOTHER FEATURES OR AMENITIES ARE ENCOURAGED IN LANDSCAPING AREAS. THESEFEATURES ARE IN ADDITION TO THE LANDSCAPING REQUIREMENT, NOT IN LIEU OF SUCHREQUIREMENT.GENERAL LANDSCAPING REQUIREMENTSSTREETSCAPE PLANT SCHEDULEIN COMPLIANCE WITH CITY OF RENTON STANDARDSDESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYINGCANOPYCANOPY CANOPY 4196 LINCOLN AVE NE, RENTON, WA 98056C: 21000838LUA: 19-000223PR: 19-000387 TOTAL STREET TREES72R-417954PERSIAN PARROTIA 'VANESSA' PERSIAN IRONWOOD2' O.C.Need to refer to city approvedstreet tree list as it relatesto species and mature sizes.Work with Matt Herrera onfinalizing the street treeplant schedule.CURRENT PLANNINGMHerrera 05/10/2022DEVELOPMENT ENGINEERINGmsippo 05/10/2022R-417959 NE 43RD ST LINCOLN AVE NEROW 3ROW 2535254494855TRACT B34353139323736383351464750ALLEY 222232417251826192027212829TRACT FTRACT CALLEY 3ROW 140413045444342TRACT A98710161514131211241563TR. KTRACT GTRACT HTR. JALLEY 1TRACT DNE 40TH ST N.E. 43RD ST.4/18/2022 11:56 AMJ:\2018\18054\LANDSCAPE\FINAL\SHEETS\18054 L2.06-L2.10 LANDSCAPE PLAN.DWG IN COMPLIANCE WITH CITY OF RENTON STANDARDSDESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYINGCANOPYCANOPY CANOPY 4196 LINCOLN AVE NE, RENTON, WA 98056C: 21000838LUA: 19-000223PR: 19-000387COMPOSITE LANDSCAPE PLAN&NOTESL2.07SHEET L2.09SHEET L2.101.ALL PORTIONS OF A LOT NOT USED FOR BUILDINGS,FUTURE BUILDINGS, PARKING, STORAGE OR ACCESSORYUSES, AND PROPOSED LANDSCAPED AREAS SHALL BERETAINED IN A “NATIVE” OR PREDEVELOPED STATE ORRESTORED TO SUCH STATE WITH APPROPRIATE ENHANCEDPLANTINGS AS DETERMINED BY THE DIRECTOR; PROVIDED,THAT SCHOOLS IN PUBLIC ZONES SHALL NOT BE SUBJECTTO THIS REQUIREMENT.2.SLOPES IN AREAS THAT HAVE BEEN LANDSCAPED WITHLAWN SHALL GENERALLY BE A THREE-TO-ONE RATIO ORLESS, WIDTH TO HEIGHT (HORIZONTAL TO VERTICAL), TOASSIST IN MAINTENANCE AND TO ALLOW IRRIGATIONSYSTEMS TO FUNCTION EFFICIENTLY.3.WITH THE EXCEPTION OF LAWN AREAS, NEWLANDSCAPING MATERIALS (I.E., TREES, SHRUBS ANDGROUNDCOVER) SHALL CONSIST OF DROUGHT-TOLERANTSPECIES AND PACIFIC NORTHWEST ADAPTIVE VEGETATION.ALL DEVELOPMENTS ARE REQUIRED TO INCLUDE NATIVEPACIFIC NORTHWEST AND DROUGHT-TOLERANT PLANTMATERIALS FOR ALL PROJECTS.4.DECIDUOUS TREES SHALL HAVE A CALIPER OF AT LEASTTWO INCHES AT THE TIME OF PLANTING MEASURED FOURAND ONE-HALF FEET ABOVE THE ROOT BALL OR ROOT.5.EVERGREEN TREES SHALL BE A MINIMUM SIX FEET INHEIGHT MEASURED FROM TREETOP TO THE GROUND ATTHE TIME OF PLANTING.6.SHRUBS SHALL BE A MINIMUM OF 18 INCHES IN HEIGHT(MEASURED FROM TOP OF SHRUB TO THE GROUND) AT THETIME OF PLANTING.7.GROUNDCOVER SHALL BE PLANTED AND SPACED TORESULT IN TOTAL COVERAGE OF A LANDSCAPED AREAWITHIN THREE YEARS OF PLANTING.8.AREAS PLANTED WITH GRASS/LAWN SHALL:a.CONSTITUTE NO MORE THAN 40 PERCENT OFLANDSCAPED AREAS; PROVIDED, THERE SHALL BE ANEXCEPTION FOR BIOFILTRATION SWALES, EXCEPT FORSCHOOLS IN PUBLIC ZONES; ANDb.BE A MINIMUM OF FIVE FEET WIDE AT THESMALLEST DIMENSION.10. GRASS AND REQUIRED LANDSCAPING AREASSHALL CONTAIN AT LEAST TWO AND ONE-HALF INCHES OFCOMPOST OR IMPORTED TOPSOIL WITH FIVE TO 10PERCENT SOIL ORGANIC MATTER CONTENT.11. EXISTING CLAY OR SANDY SOILS WHERELANDSCAPING IS TO BE INSTALLED SHALL BE AUGMENTEDWITH AN ORGANIC SUPPLEMENT.12. LANDSCAPE AREAS SHALL BE COVERED WITH ATLEAST THREE INCHES OF MULCH TO MINIMIZEEVAPORATION.13. MULCH SHALL BE USED IN CONJUNCTION WITHLANDSCAPING IN ALL PLANTING AREAS TO ASSISTVEGETATIVE GROWTH AND MAINTENANCE OR TO VISUALLYCOMPLEMENT PLANT MATERIAL, EXCEPT THATUNDISTURBED NATIVE VEGETATION NEED NOT BEMULCHED. NONVEGETATIVE MATERIAL SHALL NOT BE ANALLOWABLE SUBSTITUTE FOR PLANT MATERIAL.14. LANDSCAPING AND FENCING SHALL NOT VIOLATETHE SIGHT DISTANCE SAFETY REQUIREMENTS AT STREETINTERSECTIONS AND POINTS OF INGRESS/EGRESS FOR THEDEVELOPMENT.15. ALL TREE TYPES SHALL BE SPACEDAPPROPRIATELY FOR THE COMPATIBILITY OF THE PLANTINGAREA AND THE CANOPY AND ROOT CHARACTERISTICS OFTHE TREE.16. FOUNDATION LANDSCAPING IS ENCOURAGED TOMINIMIZE IMPACTS OF THE SCALE, BULK AND HEIGHT OFSTRUCTURES.17. ALL LOADING AREAS SHALL BE FULLY SCREENEDFROM PUBLIC RIGHTS-OF-WAY ORNONINDUSTRIAL/MANUFACTURING USES WITH TYPE ILANDSCAPING.18. USE OF PRODUCTS MADE FROMPOST-CONSUMER WASTE IS ENCOURAGED WHENEVERPOSSIBLE.19. WALKWAYS, DECORATIVE PAVING, FOUNTAINS,BENCHES, PICNIC TABLES AND OTHER FEATURES ORAMENITIES ARE ENCOURAGED IN LANDSCAPING AREAS.THESE FEATURES ARE IN ADDITION TO THE LANDSCAPINGREQUIREMENT, NOT IN LIEU OF SUCH REQUIREMENT.GENERAL LANDSCAPINGREQUIREMENTSCRITICAL AREA BUFFER (TYP.)UNEXCAVATED WOOD CHIP TRAIL TO EXTEND TO NE 43RD ST.TRAIL SHALL BE FIELD FIT, AVOIDING TREES, SENSITIVE AREAS, AND OTHER OBSTRUCTIONS.MITIGATION SHALL BE PROVIDED WHERE NECESSARY FOR UNAVOIDABLE IMPACTS.SEE SHEET L2.33SHEET L2.08R-417955SHEET L2.10CURRENT PLANNINGMHerrera 05/10/2022DEVELOPMENT ENGINEERINGmsippo 05/10/2022R-417960 LINCOLN AVE NEROW 3ROW 2TRACT A98710161514131211241563TR. KTRACT GTRACT HTR. JALLEY 1TRACT D4/18/2022 11:56 AMJ:\2018\18054\LANDSCAPE\FINAL\SHEETS\18054 L2.06-L2.10 LANDSCAPE PLAN.DWG IN COMPLIANCE WITH CITY OF RENTON STANDARDSDESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYINGCANOPYCANOPY CANOPY 4196 LINCOLN AVE NE, RENTON, WA 98056C: 21000838LUA: 19-000223PR: 19-000387L2.08BENCH (TYP.)SEE SHEET L2.32EVERGREEN TREE (TYP.)DECIDUOUS TREE (TYP.)THROUGHWAYSEATING AREA 1SEATINGAREA 2 LANDSCAPE PLANLOTS 1-16 & TRACTS A,H,K,J, & GTRAIL W/ TREATED TIMBER STEPS,FIELD FITVIEW STATION OFCRITICAL AREAADJOINED TO TRAILFIELD FITSEE SHEET L2.09LAWN (TYP.)PICNIC TABLE (TYP.);SEE SHEET L2.32SPLIT 3 RAIL FENCE (TYP.)SEE DETAIL SHEET L2.31SHRUB (TYP.)GROUND COVER (TYP.)WETLAND BOUNDARY (TYP.)CRITICAL AREA BUFFER (TYP.)NATIVE SLOPE REVEGETATION (TYP.)GATHERING SPACE (PAVERSW/ BORDER) (TYP.)TO BE DETERMINED BYOWNERS REPRESENTATIVESEE VAULT 1 IN TRACT H SURFACINGSPECIFICATION HEREON. SEE SHEET L2.13 FORVAULT ELEVATIONS AND LOCATIONS OFEXPOSURE ABOVE GROUND.VAULT 1 IN TRACT H SURFACING SPECIFICATION:GUNITE VENEER TO BE SHAPED/ SCULPTED TO IMITATE SLATESTONE FINISH WITH NATURAL IMPERFECTIONS IN APPEARANCEOVER EXPOSED PORTIONS OF VAULT WALLS. SEE PICTURE BELOWFOR EXAMPLE.CONCRETE WALL SURFACE SHALL BE PROPERLY PREPARED,CLEANED AND REINFORCED PRIOR TO GUNITE APPLICATION.GUNITE VENEER SHALL MEET ALL STANDARDS SET FORTH INAMERICAN SHOTCRETE INSTITUTE (ASI)) SECTION 506, AND HAVE2" MINIMUM THICKNESS.GUNITE VENEER SHALL ONLY BE APPLIED BY A CERTIFIED,EXPERIENCED NOZZLEMAN.GUNITE SHALL BE PROPERLY CURED BEFORE CONCRETE STAINAPPLICATION. GUNITE SHALL BE STAINED WITH BUTTERFIELD"ELEMENTS" TRANSPARENT CONCRETE STAIN IN "GREY" AND"TANNIN" (OR SIMILAR), TO RESEMBLE NATURAL STONE LOOK.VAULT WALL TREATMENT SHALL BE VERIFIED BY STRUCTURALENGINEER PRIOR TO APPLICATION.BOLLARD (TYP.)ROOT BARRIER (TYP.)DECORATIVE STAMPED CONCRETE PEDESTRIANCONNECTION AND TRAFFIC CALMING FEATURESEE SHEET L2.33 & CIVIL SHEETS FOR DETAILSR-417956STREET LIGHT (TYP.)CURRENT PLANNINGMHerrera 05/10/2022DEVELOPMENT ENGINEERINGmsippo 05/10/2022R-417961 535254494855TRACT B51464750ALLEY 2TRACT FROW 14041454443424/18/2022 11:56 AMJ:\2018\18054\LANDSCAPE\FINAL\SHEETS\18054 L2.06-L2.10 LANDSCAPE PLAN.DWG IN COMPLIANCE WITH CITY OF RENTON STANDARDSDESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYINGCANOPYCANOPY CANOPY 4196 LINCOLN AVE NE, RENTON, WA 98056C: 21000838LUA: 19-000223PR: 19-000387LANDSCAPE PLANLOTS 41-55 & TRACTS F & BL2.09DECIDUOUS TREE (TYP.)BENCH (TYP.)SEE SHEET L2.32ENGINEERED WOOD FIBER SAFETY SURFACE (TYP.)SEE SHEET L2.31PLAY EDGE (TYP.)SEE DETAIL SHEET L2.31TRAIL W/ TREATED TIMBER STEPS,FIELD FITSEE SHEET L2.08SEE SHEET L2.10 DECORATIVE STAMPED CONCRETE PEDESTRIANCONNECTION AND TRAFFIC CALMING FEATURESEE SHEET L2.33 & CIVIL SHEETS FOR DETAILSCRITICAL AREA BUFFER (TYP.)SPINNER BOWLSEE SHEET L2.32SCOOTERSEE SHEET L2.32 ARC TUNNELSEE SHEET L2.32DOUBLE BUCKET SWINGSEE SHEET L2.32AGILITY PACKAGE 16SEE SHEET L2.32TALK & TUMBLE WITH NETSEE SHEET L2.32EVERGREEN TREE (TYP.)SHRUB (TYP.)GROUND COVER (TYP.)NATIVE SLOPE REVEGETATION (TYP.)LAWN (TYP.)CITY BIKESEE SHEET L2.32BOLLARD (TYP.)R-417957MAILBOXESSTREET LIGHT (TYP.)CURRENT PLANNINGMHerrera 05/10/2022DEVELOPMENT ENGINEERINGmsippo 05/10/2022R-417962 34353139323736383322232417251826192027212829ALLEY 34030NE 40TH ST 4/18/2022 11:56 AMJ:\2018\18054\LANDSCAPE\FINAL\SHEETS\18054 L2.06-L2.10 LANDSCAPE PLAN.DWG IN COMPLIANCE WITH CITY OF RENTON STANDARDSDESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYINGCANOPYCANOPY CANOPY 4196 LINCOLN AVE NE, RENTON, WA 98056C: 21000838LUA: 19-000223PR: 19-000387L2.10LANDSCAPE PLANLOTS 17-40SEE SHEET L2.09 DECIDUOUS TREE (TYP.)SHRUB (TYP.)GROUND COVER (TYP.)CRITICAL AREA BUFFER (TYP.)EVERGREEN TREE (TYP.)NATIVE SLOPEREVEGETATION (TYP.)R-417958STREET LIGHT (TYP.)SEE SHEET HEREONSEE SHEET HEREONCURRENT PLANNINGMHerrera 05/10/2022DEVELOPMENT ENGINEERINGmsippo 05/10/2022R-417963 NATIVE SLOPE REVEGETATION PLANTS:POLYSTICHUM MUNITUMGAULTHERIA SHALLONKINNIKINNICK UVA - URSIMAHONIA REPENSSYRINGA VULGARISROSA RUGOSAHOLODISCUS DISCOLOROEMLARIA CERASIFORMISSYMPHOCARPUS ALBUSRUBUS SPECTABILISRIBES SANGUINEUMCORNUS SERICEAVACCINIUM OVATUMWESTERN SWORD FERNSALALKINNIKINNICKCREEPING OREGON GRAPECOMMON LILACBEACH ROSEOCEAN SPRAYINDIAN PLUMSNOWBERRYSALMONBERRYRED-FLOWERING CURRANTRED-OSIER DOGWOODEVERGREEN HUCKLEBERRY4/18/2022 11:57 AMJ:\2018\18054\LANDSCAPE\FINAL\SHEETS\18054 L2.06-L2.10 LANDSCAPE PLAN.DWG IN COMPLIANCE WITH CITY OF RENTON STANDARDSDESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYINGCANOPYCANOPY CANOPY 4196 LINCOLN AVE NE, RENTON, WA 98056C: 21000838LUA: 19-000223PR: 19-000387LANDSCAPEPLANT SCHEDULEL2.11PLANT SCHEDULEPLANT SCHEDULE (CONT.)TOTAL86TOTAL57R-4179591 GAL.1.5' O.C.24" O.C.CURRENT PLANNINGMHerrera 05/10/2022DEVELOPMENT ENGINEERINGmsippo 05/10/2022R-417964 60704/18/2022 2:02 PMJ:\2018\18054\LANDSCAPE\FINAL\SHEETS\18054 L2.11-L2.14 TRACT ENLARGEMENTS AND SECTIONS.DWG IN COMPLIANCE WITH CITY OF RENTON STANDARDSDESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYINGCANOPYCANOPY CANOPY 4196 LINCOLN AVE NE, RENTON, WA 98056C: 21000838LUA: 19-000223PR: 19-000387TRACT A ENLARGEMENT & SECTION AL2.12TRACT A ENLARGEMENTSECTION A - A'SCALE: 1" = 10'SCALE: 1" = 10'EVERGREEN TREE (TYP.)STREET TREE (TYP.)TABLE (TYP.)SEE SHEET L2.32BENCH (TYP.)SEE SHEET L2.32PROPOSED GRADEEXISTING GRADEGROUND COVERLAWNSLOPE REVEGETATION (TYP.)SPLIT 3 RAIL FENCE (TYP.)SEE SHEET L2.31LAWN (TYP.)DECIDUOUS TREE (TYP.)SHRUB (TYP.)AA'GROUNDCOVER (TYP.)ROOT BARRIER (TYP.)R-417960LANDSCAPE AREAPATHLANDSCAPEAREATOP OF NORTH VAULTSTREET LIGHT (TYP.)NOTE:THERE IS NO VAULT EXPOSURE BASED ONROUGH GRADING FOR THE NORTHERNVAULT. THE FINAL LEVEL OF SOIL COVERAGEOVER THE VAULT WILL BE DETERMINED ONSITE DURING THE FINE GRADING PROCESSAND INSTALLATION OF LANDSCAPE ANDHARDSCAPE ELEMENTS.CURRENT PLANNINGMHerrera 05/10/2022DEVELOPMENT ENGINEERINGmsippo 05/10/2022R-417965 607080904/28/2022 2:23 PMJ:\2018\18054\LANDSCAPE\FINAL\SHEETS\18054 L2.11-L2.14 TRACT ENLARGEMENTS AND SECTIONS.DWG TRACT H ENLARGEMENT & SECTION HL2.13TRACT H ENLARGEMENTSECTION H - H'SCALE: 1" = 10'SCALE: 1" = 10'IN COMPLIANCE WITH CITY OF RENTON STANDARDSDESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYINGCANOPYCANOPY CANOPY 4196 LINCOLN AVE NE, RENTON, WA 98056C: 21000838LUA: 19-000223PR: 19-000387 DECIDUOUS TREE (TYP.)SHRUB (TYP.)GROUND COVER (TYP.)EVERGREEN TREE (TYP.)BENCH (TYP.)SEE SHEET L2.32LAWN (TYP.)SIDEWALKEXISTING GRADEPROPOSED GRADEVAULTSCREENINGPLANTINGGENERAL PLANTINGSEATING AREAPAVED ROADHH'NATIVE SLOPE REVEGETATION (TYP.)GATHERING SPACE (PAVERS W/ BORDER) (TYP.)TO BE DETERMINED BY OWNERS REPRESENTATIVESPLIT 3 RAIL FENCE (TYP.)SEE DETAIL SHEET L2.31ROOT BARRIER (TYP.)STREET TREE (TYP.)R-417961PLANTERSTRIP&CURBROADTOP OF SOUTH VAULTH'HAPPROXIMATELY 3' HEIGHT OFVAULT EXPOSURE ABOVE GROUNDSTREET LIGHT (TYP.)0.5' VAULT EXPOSUREABOVE GROUND2.5' VAULT EXPOSUREABOVE GROUND3.5' VAULT EXPOSUREABOVE GROUND2.5' VAULT EXPOSUREABOVE GROUND0.5' VAULT EXPOSUREABOVE GROUNDNOTE:SOUTHERN VAULT EXPOSURE LEVELS AREAPPROXIMATE AND BASED ON ROUGHGRADING. THE FINAL LEVEL OF SOILCOVERAGE OVER THE VAULT WILL BEDETERMINED ON SITE DURING THE FINEGRADING PROCESS AND INSTALLATION OFLANDSCAPE AND HARDSCAPE ELEMENTS.CURRENT PLANNINGMHerrera 05/10/2022DEVELOPMENT ENGINEERINGmsippo 05/10/2022R-417966 8714'7080901001104/18/2022 2:02 PMJ:\2018\18054\LANDSCAPE\FINAL\SHEETS\18054 L2.11-L2.14 TRACT ENLARGEMENTS AND SECTIONS.DWG IN COMPLIANCE WITH CITY OF RENTON STANDARDSDESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYINGCANOPYCANOPY CANOPY 4196 LINCOLN AVE NE, RENTON, WA 98056C: 21000838LUA: 19-000223PR: 19-000387TRACT K AND J ENLARGEMENT &SECTION KL2.14TRACT K AND J ENLARGEMENTSECTION K - K'SCALE: 1" = 10'SCALE: 1" = 10'GENERAL LANDSCAPINGPICNIC AREAGENERALLANDSCAPINGROADWAYGENERAL LANDSCAPINGPROPOSED GRADEEXISTING GRADEKK'DECIDUOUS TREE (TYP.)SHRUB (TYP.)GROUND COVER (TYP.)EVERGREEN TREE (TYP.)TABLE (TYP.)SEE SHEET L2.32BENCH (TYP.)SEE SHEET L2.32LAWN (TYP.)GATHERING SPACE (PAVERS W/ BORDER) (TYP.)TO BE DETERMINED BY OWNERS REPRESENTATIVE4' CONCRETE PATH (TYP.)ROOT BARRIER (TYP.)STREET TREE (TYP.)R-417962GATHERING AREAPATHGENERALLANDSCAPINGK'KSTREET LIGHT (TYP.)CURRENT PLANNINGMHerrera 05/10/2022DEVELOPMENT ENGINEERINGmsippo 05/10/2022R-417967 TRACT B4'1301401501604/28/2022 2:23 PMJ:\2018\18054\LANDSCAPE\FINAL\SHEETS\18054 L2.11-L2.14 TRACT ENLARGEMENTS AND SECTIONS.DWG IN COMPLIANCE WITH CITY OF RENTON STANDARDSDESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYINGCANOPYCANOPY CANOPY 4196 LINCOLN AVE NE, RENTON, WA 98056C: 21000838LUA: 19-000223PR: 19-000387TRACT B ENLARGEMENT & SECTION BL2.15TRACT B ENLARGEMENTSECTION B - B'SCALE: 1" = 10'SCALE: 1" = 10'BENCH (TYP.)SEE SHEET L2.32DECORATIVE STAMPED CONCRETE PEDESTRIANCONNECTION AND TRAFFIC CALMING FEATURESEE SHEET L2.33PROPOSED GRADEEXISTING GRADESTREET FRONTAGE PLANTINGPLAY AREAGENERAL LANDSCAPINGDECIDUOUS TREE (TYP.)BB'STREET TREE (TYP.)SHRUB (TYP.)MAIL BOXESENGINEERED WOOD FIBERSAFETY SURFACE (TYP.)SEE SHEET L2.31LAWN (TYP.)AGILITY PACKAGE 16SEE SHEET L2.32TALK & TUMBLE WITH NETSEE SHEET L2.32SCOOTER (TYP.)SEE SHEET L2.324' CONCRETE PATH (TYP.)ROOT BARRIER (TYP.)CITY BIKE (TYP.)SEE SHEET L2.32R-417963GROUND COVER (TYP.)STREET LIGHT (TYP.)CURRENT PLANNINGMHerrera 05/10/2022DEVELOPMENT ENGINEERINGmsippo 05/10/2022R-417968 TRACT F4'1301401504/28/2022 2:23 PMJ:\2018\18054\LANDSCAPE\FINAL\SHEETS\18054 L2.11-L2.14 TRACT ENLARGEMENTS AND SECTIONS.DWG IN COMPLIANCE WITH CITY OF RENTON STANDARDSDESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYINGCANOPYCANOPY CANOPY 4196 LINCOLN AVE NE, RENTON, WA 98056C: 21000838LUA: 19-000223PR: 19-000387TRACT F ENLARGEMENT & SECTION FL2.16SECTION J - J'TRACK J ENLARGEMENTSCALE: 1" = 10'BENCH (TYP.)SEE SHEET L2.33DECORATIVE STAMPED CONCRETE PEDESTRIANCONNECTION AND TRAFFIC CALMING FEATURESEE SHEET L2.33PROPOSED GRADEEXISTING GRADEDECIDUOUS TREE (TYP.)SCALE: 1" = 10'GENERAL LANDSCAPINGPLAY AREAGENERALLANDSCAPINGJJ'STREET TREE (TYP.)SHRUB (TYP.)GROUND COVER (TYP.)ENGINEERED WOOD FIBER SAFETY SURFACE (TYP.)SEE SHEET L2.31LAWN (TYP.)SPINNER BOWLSEE SHEET L2.32ARC TUNNELSEE SHEET L2.32DOUBLE BUCKET SWINGSEE SHEET L2.324' CONCRETE PATH (TYP.)CITY BIKE (TYP.)SEE SHEET L2.33ROOT BARRIER (TYP.)R-417964STREET LIGHT (TYP.)CURRENT PLANNINGMHerrera 05/10/2022DEVELOPMENT ENGINEERINGmsippo 05/10/2022R-417969 41SITE-61501601701801904/28/2022 2:29 PMJ:\2018\18054\LANDSCAPE\FINAL\SHEETS\18054 L2.11-L2.14 TRACT ENLARGEMENTS AND SECTIONS.DWG IN COMPLIANCE WITH CITY OF RENTON STANDARDSDESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYINGCANOPYCANOPY CANOPY 4196 LINCOLN AVE NE, RENTON, WA 98056C: 21000838LUA: 19-000223PR: 19-000387OPEN SPACE ENLARGEMENT & SECTION OL2.17OPEN SPACE ENLARGEMENTSECTION O - O'SCALE: 1" = 10'SCALE: 1" = 10'EVERGREEN TREE (TYP.)PROPOSED GRADEEXISTING GRADEDECIDUOUS TREE (TYP.)GENERALLANDSCAPINGSLOPE PLANTINGRETAININGWALLOO'NATIVE SLOPE REVEGETATION (TYP.)TRAIL W/ TREATED TIMBER STEPS,FIELD FITR-417965O'OCURRENT PLANNINGMHerrera 05/10/2022DEVELOPMENT ENGINEERINGmsippo 05/10/2022R-417970 3'1 12 XROOTBALLDIMENSION1'DETAIL: PLANTING DECIDUOUS TREESTAKES SHALLEXTEND A MIN. OF 12"INTO UNDISTURBEDSOIL2 x ROOTBALL DIA.RUBBER HOSE AT TREE; HOSESHALL BE LONG ENOUGH TOACCOMMODATE 1 YEAR'SGROWTH AND BUFFER ALLBRANCHES FROM THE WIRE3 HARDWOOD STAKES OR OTHERAPPROVED MATERIAL; ALLSTAKES TO BE DRIVEN OUTSIDETHE ROOTBALLL, AT 120° SPACINGGALVANIZED WIRED OR CABLE;TWIST WIRE TO TIGHTEN ONLYENOUGH TO KEEP FROM SLIPPING(ALLOW FOR SOME TRUNKMOVEMENT)STAKING NOTES:PLANT TREE SO THAT THE TRUNKCROWN IS VISIBLE AT THE TOP OFTHE ROOTBALL; SET TOP OFROOTBALL FLUSH TO GRADE; DONOT COVER THE TOP OF THEROOTBALL WITH SOILMIN. 2" MULCH; DO NOT PLACE INCONTACT WITH TRUNK4" HIGH EARTH SAUCER AROUNDEDGE OF PLANTING PITFINISH GRADEROUGHEN EDGES OF PITREMOVE ALL TWINE, WIREAND BURLAP FROM TOPHALF OF ROOTBALL; NONBIODEGRADABLE MATERIALSHALL BE REMOVEDCOMPLETELYTAMP TOPSOIL BACKFILLAROUND ROOTBALL BASEFIRMLY WITH FOOTPRESSURE TO AVOID SHIFTOF ROOTBALLPLACE ROOTBALL ONUNEXCAVATED/UNDISTRUBEDNATIVE SOIL PEDESTAL TOPREVENT SETTLINGPRUNE TREE AS DIRECTED INPLANTING NOTESDETAIL: PLANTING CONIFER TREEPLANT TREE SO THAT THETRUNK CROWN IS VISIBLE ATTHE TOP OF THE ROOTBALL; SETTOP OF ROOTBALL FLUSH TOGRADE; DO NOT COVER THE TOPOF THE ROOTBALL WITH SOILMIN. 2" MULCH; DO NOT PLACEIN CONTACT WITH TRUNK4" HIGH EARTH SAUCERAROUND EDGE OFPLANTING PIT3'1 12 XROOTBALLDIMENSION1'FINISH GRADEREMOVE ALL TWINE, WIRE, ANDBURLAP FROM TOP HALF OFROOTBALL; NON-BIODEGRADABLEMATERIAL SHALL BE REMOVEDCOMPLETELYROUGHEN EDGES OF PITTAMP TOPSOIL BACKFILLAROUND ROOTBALL BASEFIRMLY WITH FOOT PRESSURETO AVOID SHIFT OF ROOTBALLPLACE ROOTBALL ONUNEXCAVATED/UNDISTRUBEDNATIVE SOIL PEDESTAL TOPREVENT SETTLINGNOT TO SCALENOT TO SCALE2 x ROOTBALL DIA.GROUNDCOVER2" LAYER OF MULCH; TAPER TOCROWNFINISHED GRADEROOTBALLTOPSOIL BACKFILL & FERTILIZERCUT NEW ROOT MASS TOSTIMULATE NEW ROOT GROWTHUNDISTURBED NATIVE SOIL2 X ROOTBALL DIA.1 12 XROOTBALLDIA.DETAIL: PLANTING GROUNDCOVERNOT TO SCALEPLANTSET CROWN OF PLANT ATFINISHED GRADE2" LAYER MULCH;TAPER TO CROWNSAUCER 2" HIGHFINISHED GRADEROOTBALLTOPSOIL BACKFILL &FERTILIZERROUGHEN ALL SURFACESOF PITCUT NEW ROOT MASS TOSTIMULATE NEWROOT GROWTHUNDISTURBED NATIVE SOIL2 X ROOTBALL DIA.1 12 XROOTBALLDIA.DETAIL: PLANTING SHRUBNOT TO SCALENOTE:TO AVOID LANDSCAPE INTRUSION INTOPATHS, THE FOLLOWING PLANTING SPACINGOFF-SETS FROM EDGE OF ALL PATHS, DRIVES,ACCESS ROUTES, ETC. SHALL BE MET:GROUND COVER: 18"SMALL SHRUBS (UNDER 3' TALL): 30"MEDIUM SHRUBS (FROM 3' TALL TO 6'): 42"LARGE SHRUBS (OVER 6' TALL): 48"LAWNPLASTIC LANDSCAPE EDGING (OLY-OLA 'SLIMEDGE' OR SIMILAR, INSTALL PERMANUFACTURER'S SPECS.) TOP OF EDGING TOBE A MAXIMUM OF 1/2" ABOVE FINISHED GRADE2" MIN. GROUND BARK MULCH; TAPER TOEDGINGFINISHED GRADECOMPACTED SOIL ADJACENT TO EDGING TOAVOID SETTLINGANCHOR STAKES PER MANUFACTURER'SSPECSNOTE: LANDSCAPE EDGING TO BE INSTALLEDPER MANUFACTURER'S SPECIFICATIONS.DETAIL: LANDSCAPE EDGINGNOT TO SCALEAANOTES:1. ALL WOOD SHALL BE PRESSURE TREATED, WOLMANIZED,OR EQUAL. NO CCA TREATMENT ALLOWED.2. TO BE FIELD FIT AS NECESSARY.1.500.301' (TYP.)#4 REBAR, 3'-0" LONG (TYP.)INSTALL AT MIDPOINTCRUSHED ROCK FILLED TREAD,EXTENDS BELOW UPPER RISER60D GALV.NAIL (TYP.)4" X 6" TREATED TIMBER (TYP.)12" RAD. (TYP.)60D GALV.NAIL (TYP.)DETAIL: TIMBER STAIRSNOT TO SCALE6"EQ.EQ.6"4"4"UNDISTURBED SOIL4" AGGREGATE BASE4" OF AGGREGATE BACKFILLHOLES IN POST FOR RAILS (TYP.)2"X4" SPLIT CEDAR RAIL (TYP .)4"X4" CEDAR POSTFINISHED GRADE2.52 MIN.FOOTING DEPTH4" (TYP.)14" (TYP.)4"4"4.01NOT TO SCALESPLIT (3) RAIL FENCENOT TO SCALE12"4"18"6"6" CONCRETE CURB,18" DEEP MIN.PLAY SURFACINGMATERIAL SHALL BE 1"BELOW TIMBER EDGE TOREDUCE SPILLOVER OFSURFACE MATERIALIF ADJACENT SURFACE ISPAVEMENT, INSTALL FLUSHW/TIMBER EDGE AND SLOPEAWAY AT 2% (TYP.)SLOPEPERIMETER DRAIN; 4" DIA.PERFORATED PIPE;CONNECT TO SITE STORMDRAINAGE SYSTEM12" OF ENGINEERED WOODFIBERGEOTEXTILE FABRIC34" DRAINROCKCOMPACTEDSUBGRADE2% SLOPE TOWARD DRAINFROM CENTER2%NOTE:MAINTAIN MIN. FALL ZONE CLEARANCE FROM ALLHARD SURFACES PLAY EQUIPMENT PER EQUIPMENTMANUFACTURER'S SPECIFICATIONS.4"2%DETAIL: ENGINEERED WOOD FIBER SAFETY SURFACESTAKES SHALL EXTEND A MIN. OF 1' INTOUNDISTURBED SOIL - SEE DECIDUOUS TREEPLANTING DETAIL FOR MORE INFORMATION1' MIN.1 12 xROOTBALLDIA.3' MIN.PRUNE TREE ASDIRECTED INPLANTING NOTESPLANT TREE SO THATTHE TRUNK CROWN ISVISIBLE AT THE TOP OFTHE ROOTBALL; SET TOPOF ROOTBALL ATSURFACE OF SLOPE; DONOT COVER TOP OF THEROOTBALL WITH SOILMIN. 2" MULCH; DO NOTPLACE IN CONTACT WITHTRUNK4" HIGH EARTH SAUCERAROUND EDGE OFPLANTING PITROUGHEN EDGES OF PITTAMP TOPSOILBACKFILL AROUNDROOTBALL BASE FIRMLYWITH FOOT PRESSURETO AVOID SHIFT OFROOTBALLPLACE ROOTBALL ONUNEXCAVATED/UNDISTURBED NATIVESOIL TO PREVENT SETTLINGBACKFILL - 2:1 MAX. SLOPEFILTER FABRIC1 MAN BOULDER. (3) PERTREE MIN. W/ FILTERFABRIC BEHIND TOPREVENT SOILWASH-THROUGH; BURY AMIN. OF 13 OF BOULDERBELOW EXISTING SLOPESURFACE FOR STABILITYNOTE ON SOIL STABILIZATION:SECURE ALL EXPOSED CUT AND FILLSLOPES ADJACENT TO NEW PLANTINGWITH HYDROSEED, BIODEGRADABLEEROSION CONTROL MESH OR MATTING,OR OTHER APPROVED METHODEXISTING GRADE;2:1 SLOPE MAX.DETAIL: PLANTING CONIFER TREE ON SLOPEUPPER CUTSLOPE: 2:1MAX.REMOVE ALL TWINE, WIRE,AND BURLAP FROM TOPHALF OF ROOTBALL;NON-BIODEGRADABLEMATERIAL SHALL BEREMOVED COMPLETELYREMOVE ALL TWINE, WIRE, ANDBURLAP FROM TOP HALF OFROOTBALL; NON-BIODEGRADABLEMATERIAL SHALL BE REMOVEDCOMPLETELYTAMP TOPSOIL BACKFILLAROUND ROOTBALL BASEFIRMLY WITH FOOT PRESSURETO AVOID SHIFTING OFROOTBALLPLACE ROOTBALL ON UNEXCAVATEDSOIL/UNDISTURBED NATIVE SOIL TO PREVENTSETTLINGPRUNE TREE AS DIRECTED INPLANTING NOTESPLANT TREE SO THAT THE TRUNKCROWN IS VISIBLE AT THE TOP OF THEROOTBALL; SET TOP OF ROOTBALL ATSURFACE OF SLOPE; DO NOT COVERTOP OF THE ROOTBALL WITH SOILMIN. 2" MULCH; DO NOT PLACE INCONTACT WITH TRUNK4" HIGH EARTH SAUCERAROUND EDGE OFPLANTING PITROUGHEN EDGES OF PITBACKFILL - 2:1 MAX. SLOPEFILTER FABRIC1 MAN BOULDER. (3) PERTREE MIN. W/ FILTER FABRICBEHIND TO PREVENT SOILWASH-THROUGH; BURY AMIN. OF 13 OF BOULDERBELOW EXISTING SLOPESURFACE FOR STABILITYNOTE ON SOIL STABILIZATION:SECURE ALL EXPOSED CUT ANDFILL SLOPES ADJACENT TO NEWPLANTING WITH HYDROSEED,BIODEGRADABLE EROSIONCONTROL MESH OR MATTING,OR OTHER APPROVED METHOD.EXISTINGGRADE; 2:1SLOPE MAX.UPPER CUTSLOPE: 2:1MAX.RUBBER HOSE AT TREE; HOSESHALL BE LONG ENOUGH TOACCOMMODATE 1 YEAR'SGROWTH AND BUFFER ALLBRANCHES FROM THE WIRE3 HARDWOOD STAKES OR OTHERAPPROVED MATERIAL; ALL STAKESTO BE DRIVEN OUTSIDE THEROOTBALL, AT 120° SPACINGGALVANIZED WIRE OR CABLE;TWIST WIRE TO TIGHTEN ONLYENOUGH TO KEEP FROM SLIPPING(ALLOW FOR SOME TRUNKMOVEMENT)STAKES SHALL EXTEND A MIN. OF12" INTO UNDISTURBED SOIL1 12 xROOTBALLDIA.3' MIN.DETAIL: PLANTING DECIDUOUS TREE ON SLOPENOT TO SCALENOT TO SCALE2.0'PLANTER STRIPINSTALL ROOT BARRIER ON ONEOR BOTH SIDES AS NECESSARYDETAIL: ROOT BARRIERNOT TO SCALENOTES:1. INSTALL PRODUCT PER MANUFACTURER'S SPECIFICATIONS.2. INSTALL PRODUCT A MINIMUM OF 3' BEYOND CENTER OF TREE IN EACH DIRECTION PARALLEL TOUTILITY LINE.3. ALL TREES LOCATED WITHIN CLOSE PROXIMITY TO UTILITIES TO RECEIVE ROOT BARRIER.4/18/2022 12:48 PMJ:\2018\18054\LANDSCAPE\FINAL\SHEETS\18054 L2.31.DWG LANDSCAPE DETAILSL2.31IN COMPLIANCE WITH CITY OF RENTON STANDARDSDESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYINGCANOPYCANOPY CANOPY 4196 LINCOLN AVE NE, RENTON, WA 98056C: 21000838LUA: 19-000223PR: 19-000387R-417966CURRENT PLANNINGMHerrera 05/10/2022DEVELOPMENT ENGINEERINGmsippo 05/10/2022R-417971 DETAIL: SPINNER BOWLSOURCE: KOMPANNOT TO SCALEDETAIL: AGILITY PACKAGE 16SOURCE: KOMPANNOT TO SCALEDETAIL: ARC TUNNELSOURCE: KOMPANNOT TO SCALEDETAIL: DOUBLE BUCKET SWINGSOURCE: KOMPANNOT TO SCALEDETAIL: TALK & TUMBLE WITH NETSOURCE: KOMPANNOT TO SCALEDETAIL: SCOOTERSOURCE: KOMPAN NOT TO SCALEDETAIL: PICNIC TABLEDETAIL: BENCHSOURCE: PACIFIC OUTDOOR PRODUCTS NOT TO SCALESOURCE: PACIFIC OUTDOOR PRODUCTS NOT TO SCALENOTE:ADA OPTION IS OFFERED BY PACIFIC OUTDOOR PRODUCTS.DETAIL: CITY BIKESOURCE: KOMPANNOT TO SCALE4/18/2022 12:48 PMJ:\2018\18054\LANDSCAPE\FINAL\SHEETS\18054 L2.31.DWG LANDSCAPE DETAILSL2.32IN COMPLIANCE WITH CITY OF RENTON STANDARDSDESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYINGCANOPYCANOPY CANOPY 4196 LINCOLN AVE NE, RENTON, WA 98056C: 21000838LUA: 19-000223PR: 19-000387R-417967CURRENT PLANNINGMHerrera 05/10/2022DEVELOPMENT ENGINEERINGmsippo 05/10/2022R-417972 2% PITCH- INSTALL 1/4"x2" "DUMMY" JOINTS W/ PRE-MOLDED JOINT MATERIAL@12' O.C.CONCRETE PAVING NOTES:3" (TYP.)- TOOL TO PROVIDE 14" "V" GROOVES @ 4' O.C. BETWEEN DUMMY JOINTS.5'4"4"3000 PSI CONCRETE SLAB(MEDIUM BROOM FINISH)SET FINISH GRADE BELOW PAVINGSURFACE AS REQ. TO ALLOW FOR FREEDRAINAGE OFF OF PAVING AFTERTURF/MULCH INSTALLATION (TYP.)10X10X6X6 WWMCRUSHED ROCK BASE COURSE(COMPACT TO 95%)SUBGRADE COMPACTED TO 95%NOT TO SCALEDETAIL: CONCRETE WALK PAVEMENT1. UNLESS OTHERWISE NOTED ON PLANS, CONTRACTION JOINTS TO BE SPACED EQUAL TO PATH WIDTH, TYP. (SEE DIAGRAM)2. EXPANSION JOINT SPACED EVERY THIRD JOINT LOCATION AND AT INTERSECTIONS, TYP. (SEE DIAGRAM)JOINT NOTES:3/8"EXPANSION JOINTCONTRACTION JOINT1/8"-1/4"JOINT LOCATION DIAGRAMSPACINGEQUALSPATH WIDTHPATHWIDTHNOT TO SCALEDETAIL: CONCRETE PAVING AND JOINTSNOTES:1. APPROPRIATE DRAINAGE SHALL BE PROVIDED PER CITY OF MONROE REQUIREMENTS.2. TRAIL ALIGNMENTS SUBJECT TO REVIEW AND APPROVAL BY THE ENGINEER PRIOR TO START OFCONSTRUCTION OF TRAIL.3. TRAIL SUBGRADE TO BE COMPACTED TO 95% DENSITY. SUBGRADE SHALL CONSIST OFUNDISTURBED NATIVE SOIL.4. TRAIL SUBGRADE TO BE TREATED WITH APPROVED HERBICIDE PRIOR TO FINAL INSTALLATION OFWOOD CHIP SURFACE.5. TRAIL WIDTH TO BE SPECIFIED BY THE ENGINEER. GENERAL WIDTHS RANGE FROM 4' TO 6'.6. TRAIL SHALL HAVE A 2' MINIMUM HORIZONTAL CLEARANCE TO ANY OBSTRUCTION AND A 7' MINIMUMVERTICAL (BRANCH) CLEARANCE FROM TRAIL SURFACE. OBSTRUCTION CLEARANCE REQUIRED BOTHSIDES OF TRAIL.7. TRAIL SIDESLOPE SHALL BE GRADED WITH TOPSOIL BACKFILL AT A 3:1 SLOPE. GRADING SHALL BEDONE SO THAT ACCUMULATION OF RUN-OFF DOES NOT COLLECT AT BOTTOM OF SLOPE. COMPACTAS REQUIRED.8. MINIMUM 2' WIDE TRANSITION EDGE REQUIRED PRIOR TO START OF SIDE SLOPE. COVER WITHTOPSOIL AND SEED AS REQUIRED BY THE ENGINEER.TRAIL CROSS SLOPE IS 2% OR AS DIRECTED BY THE ENGINEER. TRAIL SURFACE DEPTH SHALL BE 4"OF MEDIUM BARK CHIPS. INSTALL FILTER FABRIC BETWEEN WOOD CHIPS AND SUBGRADE ASSPECIFIED BY THE ENGINEER.10. INSTALL FILTER FABRIC BETWEEN BASE COURSE AND SUBGRADE AS SPECIFIED BY THEENGINEER.5'EXISTING GRADETRAIL SUBGRADE COMPACTEDFILTER FABRICWOOD CHIPDETAIL: UNEXCAVATED WOOD CHIP TRAILNOT TO SCALE2%2'12"2'DISTANCE VARIES PER PLANNOTE:PAVING PATTERN IS GRAPHIC INNATURE AND FOR VISUALPURPOSES ONLYJOINT CONCRETE1/8" WIDE x 1/4" DEEPSAW CUT GROOVE12" COLORED CONCRETE BANDSCORED CONCRETE 2' X 2'SQUARES - COLOR STANDARD(OR SIMILAR)NOT TO SCALEDETAIL: DECORATIVE STAMPED CONCRETEJOINT RUNS FULL DEPTH OF MATERIALFELT OR JOINT FILLER BOARDEASE EDGES; 38" TO 12" RADIUS, TYP.EXPANSION JOINT, TYP.CONTRACTION JOINT, TYP.4/18/2022 12:48 PMJ:\2018\18054\LANDSCAPE\FINAL\SHEETS\18054 L2.31.DWG LANDSCAPE DETAILSL2.33IN COMPLIANCE WITH CITY OF RENTON STANDARDSDESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYINGCANOPYCANOPY CANOPY 4196 LINCOLN AVE NE, RENTON, WA 98056C: 21000838LUA: 19-000223PR: 19-000387R-417968PATHCURRENT PLANNINGMHerrera 05/10/2022DEVELOPMENT ENGINEERINGmsippo 05/10/2022R-417973 LINCOLN AVE NE535254494855TRACT B3435313932373638335146475022232417251826192027212829TRACT FTRACT C40413045444342TRACT A98710161514131211241563TR. KTRACT GTRACT HTR. JALLEY 1TRACT DN.E. 43RD ST.M2 M1BFBF2C1C231.31112"31.72112"323.4112"431.6112"531.2112"626.5112"30.27112"828.4112"919.6112"1025.4112"31.211112"1226.5112"16.116112"12.913112"1414.8112"206.87112"1927.0112"2427.9112"10.522112"2318.8112"3022.0112"30.627112"27.228112"16.729112"7829.7112"22.971112"21.673112"7422.9112"21.869112"27.468112"6713.9112"6630.8112"6222.1112"6323.9112"16.664112"29.876112"33.352112"5325.0112"32.254112"5531.2112"18.359112"14.956112"5828.6112"30.360112"3"3"2119.6112"2533.3112"21.731112"13.151112"5719.3112"29.032112"1526.1112"1834.02"30.0352"3422.92"3324.0112"7527.0112"28.572112"7027.02"20.8652"30.577112"2631.2112"20.4612"1732.7112"1" WATER METER 1 (TYP.)4/18/2022 12:45 PMJ:\2018\18054\LANDSCAPE\FINAL\SHEETS\18054 L3.01-L3.07.DWG IN COMPLIANCE WITH CITY OF RENTON STANDARDSDESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYINGCANOPYCANOPY CANOPY 4196 LINCOLN AVE NE, RENTON, WA 98056C: 21000838LUA: 19-000223PR: 19-000387L3.01 IRRIGATION COMPOSITE PLANSEE SHEET L3.02SEE SHEET L3.03SEE SHEET L3.04SEE SHEET L3.05SEE SHEET L3.04BACK FLOW DEVICE 1 (TYP.)CONTROLLER 1 (TYP.)1" WATER METER 2 (TYP.)BACK FLOW DEVICE 2 (TYP.)CONTROLLER 2 (TYP.)R-417969CURRENT PLANNINGMHerrera 05/10/2022DEVELOPMENT ENGINEERINGmsippo 05/10/2022R-417974 LINCOLN AVE NETRACT A98710161514131211241563TR. KTRACT GTRACT HTR. JALLEY 1TRACT D7829.7112"22.971112"21.673112"7422.9112"21.869112"27.468112"6713.9112"6630.8112"6222.1112"6323.9112"16.664112"29.876112"33.352112"5325.0112"32.254112"5531.2112"18.359112"14.956112"5828.6112"30.360112"13.151112"5719.3112"7527.0112"28.572112"7027.02"20.8652"30.577112"20.4612"4/18/2022 12:45 PMJ:\2018\18054\LANDSCAPE\FINAL\SHEETS\18054 L3.01-L3.07.DWG IN COMPLIANCE WITH CITY OF RENTON STANDARDSDESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYINGCANOPYCANOPY CANOPY 4196 LINCOLN AVE NE, RENTON, WA 98056C: 21000838LUA: 19-000223PR: 19-000387 SEE SHEET L3.03 LANDSCAPE PLANLOTS 1-16 & TRACTS A,H,K,J, & GL3.02SHRUB SPRAY (TYP.)TURF SPRAY (TYP.)LATERAL LINE (TYP.)MAIN LINE (TYP.)PIPE SLEEVE (TYP.)VALVE (TYP.)R-417970CURRENT PLANNINGMHerrera 05/10/2022DEVELOPMENT ENGINEERINGmsippo 05/10/2022R-417975 535254494855TRACT B51464750TRACT F404145444342M2 BF2C21414.8112"206.87112"1927.0112"2427.9112"10.522112"2318.8112"3022.0112"30.627112"27.228112"16.729112"3"2119.6112"2533.3112"21.731112"29.032112"1526.1112"1834.02"2631.2112"1732.7112"4/18/2022 12:45 PMJ:\2018\18054\LANDSCAPE\FINAL\SHEETS\18054 L3.01-L3.07.DWG IN COMPLIANCE WITH CITY OF RENTON STANDARDSDESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYINGCANOPYCANOPY CANOPY 4196 LINCOLN AVE NE, RENTON, WA 98056C: 21000838LUA: 19-000223PR: 19-000387SEE SHEET L3.02SEE SHEET L3.04 L3.03IRRIGATION PLANLOTS 41-55 & TRACTS F & BSHRUB SPRAY (TYP.)TURF SPRAY (TYP.)LATERAL LINE (TYP.)MAIN LINE (TYP.)PIPE SLEEVE (TYP.)VALVE (TYP.)1" WATER METER 2 (TYP.)BACK FLOW DEVICE 2 (TYP.)CONTROLLER 2 (TYP.)R-417971CURRENT PLANNINGMHerrera 05/10/2022DEVELOPMENT ENGINEERINGmsippo 05/10/2022R-417976 343531393237363833222324172518261920272128294030M1BFC131.31112"31.72112"323.4112"431.6112"531.2112"626.5112"30.27112"828.4112"919.6112"1025.4112"31.211112"1226.5112"16.116112"12.913112"3"30.0352"3422.92"3324.0112"4/18/2022 12:45 PMJ:\2018\18054\LANDSCAPE\FINAL\SHEETS\18054 L3.01-L3.07.DWG IN COMPLIANCE WITH CITY OF RENTON STANDARDSDESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYINGCANOPYCANOPY CANOPY 4196 LINCOLN AVE NE, RENTON, WA 98056C: 21000838LUA: 19-000223PR: 19-000387L3.04IRRIGATION PLANLOTS 17-40SEE SHEET L3.03 SEE SHEET HEREONSEE SHEET HEREON1" WATER METER 1 (TYP.)SHRUB SPRAY (TYP.)LATERAL LINE (TYP.)MAIN LINE (TYP.)PIPE SLEEVE (TYP.)VALVE (TYP.)BACK FLOW DEVICE 1 (TYP.)CONTROLLER 1 (TYP.)R-417972CURRENT PLANNINGMHerrera 05/10/2022DEVELOPMENT ENGINEERINGmsippo 05/10/2022R-417977 N.E. 43RD ST.4/18/2022 12:45 PMJ:\2018\18054\LANDSCAPE\FINAL\SHEETS\18054 L3.01-L3.07.DWG IN COMPLIANCE WITH CITY OF RENTON STANDARDSDESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYINGCANOPYCANOPY CANOPY 4196 LINCOLN AVE NE, RENTON, WA 98056C: 21000838LUA: 19-000223PR: 19-000387IRRIGATION PLANNORTH TRAILL3.05SEE SHEET HEREONOFFSITE TREE (TYP.)CRITICAL AREA TREE TO REMAIN (TYP.)CRITICAL AREA BUFFERSEE SHEET HERON UNEXCAVATED WOOD CHIP TRAIL TO EXTEND TO NE 43RD ST. TRAIL SHALL BE FIELD FIT,AVOIDING TREES, SENSITIVE AREAS, AND OTHER OBSTRUCTIONS. MITIGATION PLANPROVIDED FOR NECESSARY UNAVOIDABLE IMPACTS.SEE SHEET L2.33PEDESTRIAN FOOT BRIDGE (TYP.);SEE MITIGATION PLAN FOR DETAILS,PERMITTING TO BE SEPARATE.STREAMNO IRRIGATION PROPOSEDSEE SHEET L3.03PEDESTRIAN BOARD WALK (TYP.);SEE MITIGATION PLAN FOR DETAILS,PERMITTING TO BE SEPARATER-417973CURRENT PLANNINGMHerrera 05/10/2022DEVELOPMENT ENGINEERINGmsippo 05/10/2022R-417978 SYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYPSIHUNTER PROS-06-PRS40-CV SHORT RADIUS NOZZLESTURF SPRAY, 40PSI REGULATED 6" POP-UP, DRAIN CHECK VALVE440HUNTER PROS-06-PRS40-CV 8` RADIUSTURF SPRAY, 40PSI REGULATED 6" POP-UP, DRAIN CHECK VALVE440HUNTER PROS-06-PRS40-CV 10` RADIUSTURF SPRAY, 40PSI REGULATED 6" POP-UP, DRAIN CHECK VALVE2040HUNTER PROS-06-PRS40-CV ADJUSTABLE ARCTURF SPRAY, 40PSI REGULATED 6" POP-UP, DRAIN CHECK VALVE1540HUNTER PROS-00 SHORT RADIUS NOZZLESSHRUB SPRAY, FIXED RISER. CO-MOLDED WIPER SEAL WITH UV RESISTANTMATERIAL.2540HUNTER PROS-00 5` STRIP SPRAYSHRUB SPRAY, FIXED RISER. CO-MOLDED WIPER SEAL WITH UV RESISTANTMATERIAL.4140HUNTER PROS-00 5` RADIUSSHRUB SPRAY, FIXED RISER. CO-MOLDED WIPER SEAL WITH UV RESISTANTMATERIAL.540HUNTER PROS-00 8` RADIUSSHRUB SPRAY, FIXED RISER. CO-MOLDED WIPER SEAL WITH UV RESISTANTMATERIAL.3240HUNTER PROS-00 9` SIDE STRIP SPRAYSHRUB SPRAY, FIXED RISER. CO-MOLDED WIPER SEAL WITH UV RESISTANTMATERIAL.21740HUNTER PROS-00 10` RADIUSSHRUB SPRAY, FIXED RISER. CO-MOLDED WIPER SEAL WITH UV RESISTANTMATERIAL.2240HUNTER PROS-00 12` RADIUSSHRUB SPRAY, FIXED RISER. CO-MOLDED WIPER SEAL WITH UV RESISTANTMATERIAL.2240HUNTER PROS-00 15` RADIUSSHRUB SPRAY, FIXED RISER. CO-MOLDED WIPER SEAL WITH UV RESISTANTMATERIAL.840HUNTER PROS-00 17` RADIUSSHRUB SPRAY, FIXED RISER. CO-MOLDED WIPER SEAL WITH UV RESISTANTMATERIAL.3940HUNTER PROS-00 ADJUSTABLE ARCSHRUB SPRAY, FIXED RISER. CO-MOLDED WIPER SEAL WITH UV RESISTANTMATERIAL.9140HUNTER MP3000 PROS-04-PRS40-CVTURF ROTATOR, 4" POP-UP WITH FACTORY INSTALLED CHECK VALVE,PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY.B=BLUE ADJ ARC 90-210, Y=YELLOW ADJ ARC 210-270, A=GRAY 360 ARC.640HUNTER MP3500 PROS-04-PRS40-CVTURF ROTATOR, 4" POP-UP WITH FACTORY INSTALLED CHECK VALVE,PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY.LB=LIGHT BROWN ADJUSTABLE ARC, 90-210.740SYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYHUNTER PGV-151 GLOBE1-1/2" PLASTIC ELECTRIC REMOTE CONTROL VALVE, FOR RESIDENTIAL/LIGHTCOMMERCIAL USE. FEMALE NPT INLET/OUTLET, WITH FLOW CONTROL. GLOBECONFIGURATION.32HUNTER PGV-201 GLOBE2" PLASTIC ELECTRIC REMOTE CONTROL VALVE, FOR RESIDENTIAL/LIGHTCOMMERCIAL USE. FEMALE NPT INLET/OUTLET, WITH FLOW CONTROL. GLOBECONFIGURATION.3ZURN 950XL 1"DOUBLE CHECK VALVE ASSEMBLY1WATER METER 1"COAL CREEK WATER DISTRICT12H2Q4H4Q6Q6HFHTQQTHF2H2Q4H4Q6Q6HESTCSTSSTRCSLCSQHFFHTQSSTQTHFQTHTTTQFQTHTTTQFHQ30003500BFM1SYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYPSIDETAILHUNTER PROS-06-PRS40-CV 10` RADIUSTURF SPRAY, 40PSI REGULATED 6" POP-UP, DRAIN CHECK VALVE1040HUNTER PROS-06-PRS40-CV 15` RADIUSTURF SPRAY, 40PSI REGULATED 6" POP-UP, DRAIN CHECK VALVE140HUNTER PROS-06-PRS40-CV 17` RADIUSTURF SPRAY, 40PSI REGULATED 6" POP-UP, DRAIN CHECK VALVE240HUNTER PROS-06-PRS40-CV ADJUSTABLE ARCTURF SPRAY, 40PSI REGULATED 6" POP-UP, DRAIN CHECK VALVE1740HUNTER PROS-00 5` STRIP SPRAYSHRUB SPRAY, FIXED RISER. CO-MOLDED WIPER SEAL WITH UV RESISTANTMATERIAL.540HUNTER PROS-00 5` RADIUSSHRUB SPRAY, FIXED RISER. CO-MOLDED WIPER SEAL WITH UV RESISTANTMATERIAL.140HUNTER PROS-00 8` RADIUSSHRUB SPRAY, FIXED RISER. CO-MOLDED WIPER SEAL WITH UV RESISTANTMATERIAL.2440HUNTER PROS-00 9` SIDE STRIP SPRAYSHRUB SPRAY, FIXED RISER. CO-MOLDED WIPER SEAL WITH UV RESISTANTMATERIAL.17940HUNTER PROS-00 10` RADIUSSHRUB SPRAY, FIXED RISER. CO-MOLDED WIPER SEAL WITH UV RESISTANTMATERIAL.1340HUNTER PROS-00 12` RADIUSSHRUB SPRAY, FIXED RISER. CO-MOLDED WIPER SEAL WITH UV RESISTANTMATERIAL.1040HUNTER PROS-00 15` RADIUSSHRUB SPRAY, FIXED RISER. CO-MOLDED WIPER SEAL WITH UV RESISTANTMATERIAL.740HUNTER PROS-00 17` RADIUSSHRUB SPRAY, FIXED RISER. CO-MOLDED WIPER SEAL WITH UV RESISTANTMATERIAL.1240HUNTER PROS-00 ADJUSTABLE ARCSHRUB SPRAY, FIXED RISER. CO-MOLDED WIPER SEAL WITH UV RESISTANTMATERIAL.6440HUNTER MP2000 PROS-04-PRS40-CVTURF ROTATOR, 4" POP-UP WITH FACTORY INSTALLED CHECK VALVE,PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY.K=BLACK ADJ ARC 90-210, G=GREEN ADJ ARC 210-270, R=RED 360 ARC.240HUNTER MP3000 PROS-04-PRS40-CVTURF ROTATOR, 4" POP-UP WITH FACTORY INSTALLED CHECK VALVE,PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY.B=BLUE ADJ ARC 90-210, Y=YELLOW ADJ ARC 210-270, A=GRAY 360 ARC.1440HUNTER MP3500 PROS-04-PRS40-CVTURF ROTATOR, 4" POP-UP WITH FACTORY INSTALLED CHECK VALVE,PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY.LB=LIGHT BROWN ADJUSTABLE ARC, 90-210.1740SYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYDETAILHUNTER PGV-151 GLOBE1-1/2" PLASTIC ELECTRIC REMOTE CONTROL VALVE, FOR RESIDENTIAL/LIGHTCOMMERCIAL USE. FEMALE NPT INLET/OUTLET, WITH FLOW CONTROL. GLOBECONFIGURATION.25HUNTER PGV-201 GLOBE2" PLASTIC ELECTRIC REMOTE CONTROL VALVE, FOR RESIDENTIAL/LIGHTCOMMERCIAL USE. FEMALE NPT INLET/OUTLET, WITH FLOW CONTROL. GLOBECONFIGURATION.3ZURN 950XL 1"DOUBLE CHECK VALVE ASSEMBLY1WATER METER 1"CITY OF RENTON1QTHFQTHTTTQFHQESTCSTSSTRCSLCSQHFFHTQSSTQTHFQTHTTTQFQTHTTTQFHQ200030003500BF2M2NUMBERMODELSIZETYPEGPMWIREPSIPRECIP1HUNTER PGV-151 GLOBE1-1/2"SHRUB SPRAY31.3347.252.15 in/h2HUNTER PGV-151 GLOBE1-1/2"SHRUB SPRAY31.6652.431.36 in/h3HUNTER PGV-151 GLOBE1-1/2"SHRUB SPRAY23.4250.721.67 in/h4HUNTER PGV-151 GLOBE1-1/2"SHRUB SPRAY31.6348.522.04 in/h5HUNTER PGV-151 GLOBE1-1/2"SHRUB SPRAY31.2045.962.28 in/h6HUNTER PGV-151 GLOBE1-1/2"SHRUB SPRAY26.5244.72.47 in/h7HUNTER PGV-151 GLOBE1-1/2"SHRUB SPRAY30.2546.142.17 in/h8HUNTER PGV-151 GLOBE1-1/2"SHRUB SPRAY28.3846.751.14 in/h9HUNTER PGV-151 GLOBE1-1/2"SHRUB SPRAY19.5749.51.04 in/h10HUNTER PGV-151 GLOBE1-1/2"SHRUB SPRAY25.4245.782.32 in/h11HUNTER PGV-151 GLOBE1-1/2"SHRUB SPRAY31.2046.832.27 in/h12HUNTER PGV-151 GLOBE1-1/2"SHRUB SPRAY26.5245.622.42 in/h13HUNTER PGV-151 GLOBE1-1/2"TURF SPRAY12.9141.791.23 in/h14HUNTER PGV-151 GLOBE1-1/2"SHRUB SPRAY14.8145.121.15 in/h15HUNTER PGV-151 GLOBE1-1/2"SHRUB SPRAY26.1045.770.94 in/h16HUNTER PGV-151 GLOBE1-1/2"SHRUB SPRAY16.0645.122.0 in/h17HUNTER PGV-151 GLOBE1-1/2"SHRUB SPRAY32.7458.630.92 in/h18HUNTER PGV-201 GLOBE2"SHRUB SPRAY34.0362.690.92 in/h19HUNTER PGV-151 GLOBE1-1/2"TURF SPRAY26.9649.960.92 in/h20HUNTER PGV-151 GLOBE1-1/2"SHRUB SPRAY6.8744.761.52 in/h21HUNTER PGV-151 GLOBE1-1/2"SHRUB SPRAY19.6347.191.22 in/h22HUNTER PGV-151 GLOBE1-1/2"SHRUB ROTARY10.5154.940.23 in/h23HUNTER PGV-151 GLOBE1-1/2"SHRUB SPRAY18.7546.781.94 in/h24HUNTER PGV-151 GLOBE1-1/2"SHRUB SPRAY27.8945.292.14 in/h25HUNTER PGV-151 GLOBE1-1/2"SHRUB SPRAY33.2845.722.71 in/h26HUNTER PGV-151 GLOBE1-1/2"SHRUB SPRAY31.2051.312.26 in/h27HUNTER PGV-151 GLOBE1-1/2"SHRUB SPRAY30.6252.442.61 in/h28HUNTER PGV-151 GLOBE1-1/2"SHRUB SPRAY27.1748.11.31 in/h29HUNTER PGV-151 GLOBE1-1/2"SHRUB ROTARY16.6556.790.34 in/h30HUNTER PGV-151 GLOBE1-1/2"SHRUB SPRAY22.0145.161.83 in/h31HUNTER PGV-151 GLOBE1-1/2"SHRUB SPRAY21.7048.531.05 in/h32HUNTER PGV-151 GLOBE1-1/2"SHRUB SPRAY28.9943.791.01 in/h33HUNTER PGV-151 GLOBE1-1/2"SHRUB SPRAY24.0049.581.86 in/h34HUNTER PGV-201 GLOBE2"SHRUB SPRAY22.8745.621.14 in/h35HUNTER PGV-201 GLOBE2"SHRUB SPRAY29.9949.450.81 in/hNUMBERMODELSIZETYPEGPMWIREPSIPRECIP51HUNTER PGV-151 GLOBE1-1/2"SHRUB SPRAY13.1248.031.3 in/h52HUNTER PGV-151 GLOBE1-1/2"SHRUB SPRAY33.2847.132.29 in/h53HUNTER PGV-151 GLOBE1-1/2"SHRUB SPRAY24.9645.732.46 in/h54HUNTER PGV-151 GLOBE1-1/2"SHRUB SPRAY32.1846.362.69 in/h55HUNTER PGV-151 GLOBE1-1/2"SHRUB SPRAY31.2046.282.26 in/h56HUNTER PGV-151 GLOBE1-1/2"SHRUB ROTARY14.8751.350.3 in/h57HUNTER PGV-151 GLOBE1-1/2"TURF SPRAY19.3145.021.11 in/h58HUNTER PGV-151 GLOBE1-1/2"SHRUB SPRAY28.6149.311.84 in/h59HUNTER PGV-151 GLOBE1-1/2"SHRUB SPRAY18.2745.871.53 in/h60HUNTER PGV-151 GLOBE1-1/2"SHRUB SPRAY30.2847.172.29 in/h61HUNTER PGV-201 GLOBE2"SHRUB ROTARY20.3644.30.27 in/h62HUNTER PGV-151 GLOBE1-1/2"TURF SPRAY22.1145.921.02 in/h63HUNTER PGV-151 GLOBE1-1/2"SHRUB SPRAY23.9246.441.54 in/h64HUNTER PGV-151 GLOBE1-1/2"SHRUB SPRAY16.6444.632.14 in/h65HUNTER PGV-201 GLOBE2"TURF ROTARY20.7546.280.34 in/h66HUNTER PGV-151 GLOBE1-1/2"SHRUB SPRAY30.8446.611.64 in/h67HUNTER PGV-151 GLOBE1-1/2"SHRUB SPRAY13.9144.811.25 in/h68HUNTER PGV-151 GLOBE1-1/2"SHRUB SPRAY27.4145.831.38 in/h69HUNTER PGV-151 GLOBE1-1/2"SHRUB SPRAY21.7845.12.39 in/h70HUNTER PGV-201 GLOBE2"TURF ROTARY27.0044.240.42 in/h71HUNTER PGV-151 GLOBE1-1/2"SHRUB SPRAY22.8644.732.24 in/h72HUNTER PGV-151 GLOBE1-1/2"SHRUB SPRAY28.5044.761.23 in/h73HUNTER PGV-151 GLOBE1-1/2"SHRUB SPRAY21.6548.190.84 in/h74HUNTER PGV-151 GLOBE1-1/2"SHRUB SPRAY22.8846.12.26 in/h75HUNTER PGV-151 GLOBE1-1/2"SHRUB SPRAY27.0445.572.25 in/h76HUNTER PGV-151 GLOBE1-1/2"SHRUB SPRAY29.7848.031.05 in/h77HUNTER PGV-151 GLOBE1-1/2"SHRUB SPRAY30.5147.012.23 in/h78HUNTER PGV-151 GLOBE1-1/2"SHRUB SPRAY29.7046.470.84 in/hC142 STATION OUTDOOR MODULAR CONTROLLER. WITH FIVE ACM-600 MODULE.HIGH-END COMMERCIAL USE. METAL PEDESTAL.1COAL CREEK WATER DISTRICTIRRIGATION LATERAL LINE: PVC SCHEDULE 407,142 L.F.IRRIGATION MAINLINE: DUCTILE IRON PIPE- CLASS 3502,171 L.F.#"#Valve NumberValve SizeValve FlowValve Callout#C242 STATION OUTDOOR MODULAR CONTROLLER. WITH FIVE ACM-600 MODULE.HIGH-END COMMERCIAL USE. METAL PEDESTAL.1IRRIGATION LATERAL LINE: PVC SCHEDULE 405,032 L.F.IRRIGATION MAINLINE: DUCTILE IRON PIPE- CLASS 3501,652 L.F.#"#Valve NumberValve SizeValve FlowValve Callout#WATER METER 1: IRRIGATION SCHEDULE4/18/2022 12:46 PMJ:\2018\18054\LANDSCAPE\FINAL\SHEETS\18054 L3.01-L3.07.DWG IN COMPLIANCE WITH CITY OF RENTON STANDARDSDESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYINGCANOPYCANOPY CANOPY 4196 LINCOLN AVE NE, RENTON, WA 98056C: 21000838LUA: 19-000223PR: 19-000387IRRIGATION SCHEDULESL3.06WATER METER 2: IRRIGATION SCHEDULEWATER METER 1: VALVE SCHEDULEWATER METER 2: VALVE SCHEDULER-417974CURRENT PLANNINGMHerrera 05/10/2022DEVELOPMENT ENGINEERINGmsippo 05/10/2022R-417979 4/18/2022 12:46 PMJ:\2018\18054\LANDSCAPE\FINAL\SHEETS\18054 L3.01-L3.07.DWG IN COMPLIANCE WITH CITY OF RENTON STANDARDSDESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYINGCANOPYCANOPY CANOPY 4196 LINCOLN AVE NE, RENTON, WA 98056C: 21000838LUA: 19-000223PR: 19-000387 PART 1.GENERAL1.1SCOPE OF WORKA.FURNISH AND INSTALL A COMPLETE PERMANENT UNDERGROUND IRRIGATION SYSTEM TO PROVIDE ADEQUATE IRRIGATION OF ALL AREAS SHOWN ON THE IRRIGATION PLAN.1.2WORK INCLUDEDA.FURNISH ALL LABOR, MATERIALS, TOOLS AND EQUIPMENT AS NECESSARY FOR PROPER EXECUTION AND COMPLETION OF ALL IRRIGATION WORK. RECORD DRAWINGS SHALL BE COMPILED BY IRRIGATIONCONTRACTOR.B.IRRIGATION SYSTEM LAYOUT IS DIAGRAMMATIC. EXACT LOCATIONS OF PIPING, DRIPLINE, SPRINKLER HEADS, VALVES, AND OTHER COMPONENTS SHALL BE ESTABLISHED BY CONTRACTOR IN THE FIELD AT TIMEOF INSTALLATION. MINOR ADJUSTMENTS IN SYSTEM LAYOUT WILL BE PERMITTED TO CLEAR EXISTING FIXED OBSTRUCTIONSC.ANY IRRIGATION RE-DESIGN WORK OR SHOP DRAWINGS SHALL BE REVIEWED AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. DRAWINGS MUST BE NEATLY DRAFTED (ON MYLAROR IN AN ELECTRONIC FORMAT (AUTOCAD 2000 OR LATER)) AND INCLUDE ALL NECESSARY INFORMATION FOR A COMPLETE DESIGN REVIEW.1.3RELATED WORKA.ROUGH GRADING: SITE TO BE CLEARED, GRUBBED AND SUB-GRADES SET BY GENERAL CONTRACTOR PRIOR TO INSTALLATION OF IRRIGATION SYSTEM.B.GENERAL CONTRACTOR TO SUPPLY AND INSTALL WATER SERVICE CONNECTION AND WATER METER, WITH THREADED STUB-OUT AT DISCHARGE SIDE OF WATER METER TO CORRESPOND TO IRRIGATION SYSTEMMAINLINE PIPE SIZE.C.GENERAL CONTRACTOR TO SUPPLY 110 VOLT POWER TO CONTROLLER; AND TO PROVIDE ANY SLEEVING REQUIRED TO PENETRATE STRUCTURES OR WALLS.D.GENERAL CONTRACTOR TO SUPPLY ALL SLEEVES FOR IRRIGATION SYSTEMS AT TWO (2) TIMES DIAMETER OF LINE SIZE MINIMUM.E.ANY CHANGES AND/ OR ADJUSTMENTS TO LOCATIONS OF SLEEVES, ONCE INSTALLED, SHALL BE DONE AT THE EXPENSE OF THE GENERAL CONTRACTOR.1.4RESPONSIBILITYA.THE IRRIGATION CONTRACTOR WILL BE REQUIRED PER STATE LAW TO CALL THE UNDERGROUND UTILITIES LOCATOR SERVICE AT (1-800-424-5555) BEFORE WORK COMMENCES. THE IRRIGATION CONTRACTORSHALL BE HELD RESPONSIBLE FOR ANY DAMAGE TO AND PROTECTION OF EXISTING UTILITIES AND STRUCTURES. THE IRRIGATION CONTRACTOR WILL ALSO COMPLY WITH THE FOLLOWING CODES ANDSTANDARDS:1. THE LOCAL JURISDICTIONAL ORDINANCES AND BUILDING CODES;2. NATIONAL ELECTRICAL CODE;3. AMERICAN SOCIETY FOR TESTING AND MATERIALS, (ASTM);4. NATIONAL SANITATION FOUNDATION, (NSF);5. EXCAVATING, BACKFILLING, AND COMPACTING OPERATIONS;6. PROTECT EXISTING TREES, PLANTS, LAWNS, AND OTHER FEATURES DESIGNATED TO REMAIN AS PART OF THE FINAL LANDSCAPE WORK.7. OBTAIN OWNER'S REPRESENTATIVE'S ACCEPTANCE OF INSTALLED AND TESTED IRRIGATION SYSTEM PRIOR TO INSTALLING BACKFILL MATERIALS. NOTIFICATION MUST PRECEDE REQUESTED INSPECTION BY 24 HOURS.B.THE IRRIGATION CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGES TO THE GROUNDS, WALKS, CURBS, ROADS, BUILDINGS, EXISTING VEGETATION, PIPING SYSTEMS, ELECTRICAL SYSTEMS AND THEIREQUIPMENT AND CONTENTS CAUSED BY LEAKS IN THE IRRIGATION SYSTEM BEING INSTALLED OR HAVING BEEN INSTALLED BY THEM. THE IRRIGATION CONTRACTOR SHALL REPAIR ALL DAMAGES AT THEIREXPENSE AND IN A MANNER WHICH IS SATISFACTORY TO THE GENERAL CONTRACTOR AND THE OWNER.1.5QUALIFICATION OF INSTALLERA.CONTRACTOR MUST BE A LICENSED AND/OR BONDED IRRIGATION CONTRACTOR. THE IRRIGATION SYSTEM MUST BE INSTALLED BY AN EXPERIENCED IRRIGATION INSTALLER.1.6VERIFICATIONA.BEFORE PROCEEDING WITH ANY WORK, THE IRRIGATION CONTRACTOR SHALL INSPECT THE SITE, CAREFULLY CHECK ALL GRADES AND VERIFY ALL DIMENSIONS AND CONDITIONS AFFECTING THE WORK TOSATISFY HIMSELF THAT HE MAY PROCEED SAFELY AND ACCEPT THE SITE AS READY FOR HIS WORK TO BEGIN.1.7PIPE SLEEVESA.PROVIDED AND INSTALLED BY THE GENERAL CONTRACTOR WHERE IRRIGATION LINES CROSS WALKS, SIDEWALKS, DRIVEWAYS AND/OR PARKING LOTS. THE IRRIGATION CONTRACTOR SHALL COORDINATELOCATION AND INSTALLATION OF PIPE SLEEVING WITH THE GENERAL CONTRACTOR.1.8SYSTEM FAMILIARIZATIONA.UPON ACCEPTANCE OF SYSTEM BY OWNER, THE IRRIGATION CONTRACTOR SHALL PROVIDE NECESSARY KEYS AND/OR OTHER TOOLS NECESSARY TO OPERATE, DRAIN AND ACTIVATE SYSTEM, AND SHALL SPENDSUFFICIENT TIME WITH OWNER TO INSURE THAT SYSTEM OPERATION, MAINTENANCE, AND WINTERIZING CAN CONTINUE ON AFTER THE DEPARTURE OF CONTRACTORS. THE IRRIGATION CONTRACTOR SHALLLABEL CIRCUITS CLEARLY ON CONTROLLER.1.9“AS BUILT” RECORD DRAWINGSA.A NEAT AND LEGIBLE REPRODUCIBLE DRAWING (ON MYLAR OR IN AN ELECTRONIC FORMAT (AUTOCAD 2000 OR LATER)), SHOWING THE ACTUAL INSTALLED LOCATIONS OF ALL IRRIGATION EQUIPMENT SHALL BEPROVIDED WITHIN THEIR (30) DAYS OF FINAL ACCEPTANCE.1.10 SUBMITTALSA.PRODUCT DATA: MANUFACTURER'S TECHNICAL DATA AND INSTALLATION INSTRUCTIONS.1.11 WARRANTY AND REPLACEMENTA.MATERIALS AND WORKMANSHIP SHALL BE FULLY GUARANTEED FOR ONE (1) YEAR FOLLOWING OWNER'S FINAL ACCEPTANCE OF PROJECT AT 100% COMPLETION. THIS WARRANTY EXCLUDES WORK DONE ONSYSTEM BY OTHERS AFTER FINAL ACCEPTANCE. VANDALISM OR ANY DAMAGE DONE BY OTHERS OR DUE TO ACTS OF GOD ARE NOT COVERED. MANUFACTURER'S WARRANTY SHALL EXTEND BEYOND 1 YEAR IFAPPLICABLE.B.REPAIRS, ADJUSTMENTS AND REPLACEMENT OF DEFECTIVE IRRIGATION SYSTEM MATERIALS, INCLUDING MATERIALS THAT HAVE BEEN INSTALLED ON THE WORK DURING THE WARRANTY PERIOD SHALL BE ATCONTRACTOR'S EXPENSE.PART 2.MATERIALS2.1MATERIALA.ALL MATERIALS TO BE INCORPORATED IN THIS SYSTEM SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS AND OF QUALITY AND PERFORMANCE AS SPECIFIED, AND MEETING THE REQUIREMENTS OF THESYSTEM. 1.NO SUBSTITUTIONS OF SMALLER PIPE SIZES WILL BE PERMITTED BUT SUBSTITUTIONS OF LARGER SIZES OF SAME TYPE AT NO EXTRA COST WITH APPROVAL ARE ACCEPTABLE.2.NO SUBSTITUTIONS WILL BE PERMITTED WHICH HAVE NOT BEEN SUBMITTED FOR PRIOR WRITTEN APPROVAL.2.2GALVANIZED PIPEA.SHALL BE SCHEDULE 40, DOMESTIC MANUFACTURE, AND SHALL CONFORM TO ASTM DESIGNATION A 120-65. FITTINGS SHALL BE MALLEABLE GALVANIZED.2.3PLASTIC PIPEA.SHALL BE SCHEDULE 40 PVC AND CLASS 200 PVC., MINIMUM PIPE SIZE TO BE 34".B.PIPE SHALL BE MARKED WITH MANUFACTURER'S NAME, CLASS OF PIPE, NSF SEAL AND DATE AND SHIFT OF MANUFACTURING RUN. PIPE SHALL BEAR NO EVIDENCE OF INTERIOR OR EXTERIOR EXTRUSIONMARKS.C.PIPE WALLS SHALL BE UNIFORM, SMOOTH AND GLOSSY. PIPE MAY BE PRE-BELLED OR WITH INDIVIDUAL SOLVENT-WELD COUPLINGS.D.FITTINGS SHALL BE SCHEDULE 40 WEIGHT, FULL SIZE. FITTINGS, CEMENT, AND THINNER SHALL BE A BRAND(S) RECOMMENDED BY MANUFACTURER OF PIPE.E.PVC SOLVENT WELD PIPE: PVC 1120 AND 1220 MATERIAL, 200 PSI MINIMUM PRESSURE RATING WITH SDR 21 WALLS WHICH CONFORM TO ASTM D 2241.2.4DRIPLINE SYSTEMA. DRIPLINE AND INTEGRAL DRIPLINE COMPONENTS: THE DRIPLINE SHALL BE PRESSURE COMPENSATING DRIPLINE. DRIPPER FLOW RATE AND SPACING SHALL BE AS INDICATED ON SCHEDULE.1.DRIPLINE FITTINGS: ALL DRIPLINE CONNECTIONS SHALL BE MADE WITH APPROVED INSERT FITTINGS; MANUFACTURER EQUAL TO THAT OF DRIPLINE.2.SOIL STAPLES: ALL ON-SURFACE/UNDER MULCH DRIPLINE INSTALLATIONS SHALL BE HELD IN PLACE WITH SOIL STAPLES SPACED EVENLY EVERY 5' ON CENTER, AND AT EACH FITTING3.LINE FLUSHING VALVES: ALL DRIPLINE SYSTEMS SHALL BE INSTALLED WITH MANUAL OR AUTOMATIC LINE FLUSHING VALVES, AS SPECIFIED ON DRAWINGS.4.AIR/VACUUM RELIEF VALVES: DRIPLINE SYSTEMS SHALL BE INSTALLED WITH AIR/VACUUM RELIEF VALVES ONLY WHERE INDICATED ON DRAWINGS.5.DISC FILTER: A DISC FILTER SHALL BE INSTALLED AT EACH ZONE VALVE OR ON THE MAIN LINE TO ENSURE PROPER FILTRATION . THE FILTER SHALL BE AS SPECIFIED ON PLAN SET OR APPROVEDSUBSTITUTE.2.5HEAD SYSTEMA.MANUFACTURER'S STANDARD UNIT DESIGNED TO PROVIDE UNIFORM COVERAGE OVER ENTIRE AREA OF SPRAY INDICATED AT AVAILABLE WATER PRESSURE, AS FOLLOWS:1. POP-UP SPRAY: FIXED PATTERN, WITH SCREW-TYPE FLOW ADJUSTMENT AND STAINLESS STEEL RETRACTION SPRING. SEE SCHEDULE ON PLAN FOR SPECIFIC MODEL TYPE.2. POP-UP ROTARY SPRAY: GEAR DRIVEN, FULL CIRCLE AND ADJUSTABLE PART CIRCLE TYPE. SEE SCHEDULE ON PLAN FOR SPECIFIC MODEL TYPE.2.6REMOTE CONTROL VALVESA.MANUFACTURER'S STANDARD OF TYPE AND SIZE INDICATED. SEE SCHEDULE ON PLAN.2.7AUTOMATIC CONTROLLERA.GENERAL: FURNISH LOW VOLTAGE SYSTEM MANUFACTURED EXPRESSLY FOR CONTROL OF AUTOMATIC CIRCUIT VALVES OF UNDERGROUND IRRIGATION SYSTEMS. PROVIDE UNIT OF CAPACITY TO SUIT NUMBEROF CIRCUITS. SEE SCHEDULE ON PLAN.B.CONTROL ENCLOSURE - EXTERNAL APPLICATIONS: MANUFACTURER'S STANDARD WEATHERPROOF ENCLOSURE WITH LOCKING COVER ON PEDESTAL. SEE SCHEDULE ON PLAN.C.CONTROLLER WIRING ABOVE GROUND SHALL BE INSTALLED IN A CONDUIT.2.8CONTROL WIREA.#14-1 UF DIRECT BURIAL WIRE. WHITE SHALL BE COMMON, RED THE VALVE IMPULSE, WITH A THIRD COLOR AS A SPARE WIRE TO RUN FROM CONTROLLER TO THE END VALVE ON EACH LEG OF THE MAINLINE.IDENTIFY EACH SPARE AT THE CONTROLLER. IDENTIFY WIRE COLOR ON THE AS-BUILTS.B.WIRE MUST BE INSULATED SINGLE STRAND COPPER DESIGNED FOR TWO (2) TO FIFTY (50) VOLTS AND UL APPROVED AS TYPE U.F.C.MULTI-STRAND CABLE MAY BE USED WITH PRIOR APPROVAL OF OWNER'S REPRESENTATIVE.2.9BACKFLOW PREVENTION DEVICESA.DOUBLE CHECK VALVE ASSEMBLY SHALL BE INSTALLED ON THE DISCHARGE SIDE OF THE WATER METER. DOUBLE CHECK VALVES SHALL BE OF HEAVY DUTY CONSTRUCTION WITH ALL BRONZE BODIES, CHECKVALVES AND TEST COCKS. DOUBLE CHECK VALVES SHALL BE DESIGNED TO OPERATE UNDER CONTINUOUS PRESSURE PERMITTING THE FREE FLOW OF WATER AT ALL TIMES. SEE DETAILS.B.DOUBLE CHECK VALVES SHALL BE FURNISHED WITH APPROVED CHECK VALVES, INLET AND DISCHARGE SHUT-OFF VALVES AND FIELD TESTING COCKS. UNLESS OTHERWISE SPECIFIED, DOUBLE CHECK VALVESSHALL HAVE A SERVICE RATING OF 300 PSI FOR NON-SHOCK COLD WATER.D.DOUBLE CHECK VALVE ASSEMBLY PER IRRIGATION SCHEDULE OR EQUAL AS APPROVED BY THE STATE DEPT. OF HEALTH.2.10PRESSURE REGULATING VALVEA.SHALL BE PER IRRIGATION SCHEDULE OR APPROVED EQUAL.B.USE PRESSURE REGULATING VALVES AS REQUIRED TO CONTROL IRRIGATION SYSTEM WATER PRESSURE.2.12QUICK COUPLING VALVESA.QUICK COUPLING VALVES SHALL BE AS SPECIFIED ON PLAN SET, OR APPROVED SUBSTITUTE. PROVIDE LUG KEYS WITH HOSE SWIVEL ELLS AS QUICK COUPLING VALVES2.13VALVE BOXESA.ALL VALVES TO BE ENCLOSED IN A VALVE BOX. REMOTE CONTROL VALVES TO BE INSTALLED IN AN ARMOR ACCESS AS SPECIFIED ON DETAILS, OR EQUAL.2.14 MAINLINE PVC PIPE SHALL BE SCHEDULE 40, BURIED AT A MINIMUM 18" DEPTH TO TOP OF PIPE. LATERAL PVC PIPE SHALL BE SCHEDULE 40 AND BE BURIED AT A MINIMUM 12" DEPTH TO TOP OF PIPE. UNLESSSTATED, MINIMUM PIPE SIZE IS 3/4".2.15 SLEEVING SHALL BE FOUR/SIX INCH DIAMETER (4"/6") SCH. 40 PVC. EXTEND SLEEVE 6" PAST THE EDGE OF CONCRETE FLATWORK/WALLS.PART 3EXECUTION3.1VPRE-CONSTRUCTIONA.PRIOR TO STARTING WORK, CONTRACTOR SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE WITH OWNER'S PROJECT MANAGER/SUPERINTENDENT, OWNER'S REPRESENTATIVE AND/OR LANDSCAPEARCHITECT TO DISCUSS PROJECT REQUIREMENTS, CHANGED SITE CONDITIONS, PHASING AND OTHER ISSUES.3.2VERIFICATIONA.BEFORE PROCEEDING WITH ANY WORK, THE IRRIGATION CONTRACTOR SHALL INSPECT THE SITE, CAREFULLY CHECK ALL GRADES AND VERIFY ALL DIMENSIONS AND CONDITIONS AFFECTING THE WORK TOSATISFY HIMSELF THAT HE MAY PROCEED SAFELY AND ACCEPT THE SITE AS READY FOR HIS WORK TO BEGIN.B.REPORT ANY DEVIATIONS BETWEEN THE CONTRACTOR-PREPARED IRRIGATION DRAWINGS AND THE SITE. FAILURE TO DO SO PRIOR TO THE INSTALLING OF EQUIPMENT, AND RESULTING IN REPLACING, AND/ORRELOCATING, OR ADDITIONAL EQUIPMENT, SHALL BE DONE AT CONTRACTOR'S EXPENSE.C.AVAILABLE PRESSURE VERIFICATION: PRIOR TO THE START OF ANY WORK, VERIFY THE STATIC PRESSURE AT POINT OF CONNECTION. NOTIFY OWNER IN WRITING OF PRESSURE AVAILABLE FOR APPROVAL TOPROCEED.D.CONFLICT WITH UTILITIES AND PLANT MATERIALS: LOCATE IRRIGATION LINES TO AVOID EXISTING AND PROPOSED UTILITY LINES, AND PROPOSED PLANT MATERIAL LOCATIONS AND ANY EXISTING TREES. MINORFIELD ADJUSTMENTS TO SHRUBS MAY BE MADE WITH APPROVAL, TO AVOID EQUIPMENT.3.3PREPARATIONA.LAY OUT AND STAKE THE LOCATION OF EACH PIPE RUN AND ALL SPRINKLER HEADS AND SPRINKLER VALVES.3.4INSTALLATIONA.TRENCHING: TRENCHES SHALL BE STRAIGHT AND WITHOUT ABRUPT GRADE CHANGES. TRENCH BOTTOMS SHALL BE FLAT AND CLEAN OF ANY LARGE OR SHARP ROCK. THE TRENCH DEPTH SHALL BE DEEPENOUGH TO ALLOW 18 INCHES OF COVER OVER MAIN LINE AND 12 INCHES OF COVER OVER LATERALS OR AS PER APPLICABLE MUNICIPAL CODES AND 4" - 8" INCHES COVER OVER DRIPLINE. PIPE SLEEVESSHALL BE AT A MINIMUM DEPTH OF 18 INCHES AND A MAXIMUM DEPTH OF 24 INCHES. MAINTAIN A MINIMUM CLEARANCE OF THREE (3) INCHES BETWEEN IRRIGATION LINES IF IN A COMMON TRENCH.B.DRIPLINE:1.INSTALL ALL DRIPLINE AS INDICATED ON DRAWINGS. USE ONLY TEFLON TAPE ON ALL THREADED CONNECTIONS.2.SUPPLY AND EXHAUST HEADERS SHOULD BE INDENTED 2"-4" FROM EDGE OF PLANTER BED, SIDEWALK OR STRUCTURE.3.ALL DRIPLINE HEADERS TO BE 3/4" DIA. UNLESS OTHERWISE CALLED OUT ON PLANS.4.SPACE DRIPLINE AT INTERVALS AS INDICATED ON SCHEDULE.5.CLAMP DRIPLINE FITTINGS WITH OETIKER CLAMPS, OR APPROVED SUBSTITUTE, WHEN OPERATING PRESSURE EXCEEDS SPECIFIC DRIPLINE FITTING REQUIREMENTS.6.WHEN INSTALLING DRIPLINE, INSTALL SOIL STAPLES AS LISTED BELOW:6.A.ONE STAPLE EVERY THREE (3') FEET AND AT EACH FITTING (TEE, ELBOW, OR CROSS).7.CAP OR PLUG ALL OPENINGS AS SOON AS LINES HAVE BEEN INSTALLED TO PREVENT THE ENTRANCE OF MATERIALS THAT WOULD OBSTRUCT THE PIPE. LEAVE IN PLACE UNTIL REMOVAL IS NECESSARYFOR COMPLETION OF INSTALLATION.8.THOROUGHLY FLUSH ALL WATER LINES BEFORE INSTALLING VALVES AND OTHER COMPONENTS.9.TEST IN ACCORDANCE WITH STANDARD PRACTICES.10.FLUSH VALVES TO BE INSTALLED AT LOWEST ELEVATION OF DRIPLINE IRRIGATION AREA.C.SPRINKLER HEADS:1.INSTALL PER DETAIL AND MANUFACTURER'S RECOMMENDATION.2.AFTER COMPLETION OF GRADING, SEEDING OR SODDING, AND ROLLING OF GRASS AREAS, ADJUST HEADS TO BE FLUSH WITH FINISHED GRADES.D.DOUBLE CHECK VALVE ASSEMBLY:1.BACKFLOW PREVENTION DEVICES SHALL HAVE SUFFICIENT CLEARANCE FROM OTHER MATERIALS FOR PROPER MAINTENANCE. MINOR ADJUSTMENTS OF LOCATION MAY BE REQUIRED FOR TECHNICALPURPOSES OR TO SATISFY LOCAL GOVERNING AGENCIES AT NO ADDITIONAL COST TO THE CONTRACT2.INSTALL ACCORDING TO MANUFACTURER'S SPECIFICATIONS, AND TO LOCAL MUNICIPAL CODE3.INSTALL PER DETAIL.E.REMOTE CONTROL VALVES:1.BEFORE INSTALLATION, SUPPLY LINE SHALL BE THOROUGHLY FLUSHED.2.ENCLOSE VALVE IN VALVE BOX.3.INSTALL PER DETAILF.QUICK COUPLING VALVES:1.ENCLOSE IN VALVE BOX.2.PROVIDE ONE CUBIC FOOT OF 3/4” MINUS WASHED GRAVEL SUMP UNDER EACH VALVE.3.INSTALL PER DETAIL OF PLAN SET AND AT LOCATIONS INDICATED ON PLAN.G.CONTROL WIRE:1.CONTROL WIRE SHALL BE TAPED TOGETHER AT 10-FOOT INTERVALS.2.WIRING SHALL OCCUPY THE SAME TRENCH AND SHALL BE INSTALLED ALONG THE SAME ROUTE AS PRESSURE SUPPLY OR LATERAL LINKS WHENEVER POSSIBLE.3.PROVIDE A 24 INCH LOOP OF CONTROL WIRE IN EACH VALVE BOX.4.ALL SPLICES MUST BE MADE WATERTIGHT DRI-SPLICE DS-400, OR APPROVED SUBSTITUTE, AND CONTAINED IN VALVE BOXES.5.SPLICES WILL BE PERMITTED ONLY AT THE VALVES AND NEVER BETWEEN VALVES OR VALVE AND CONTROLLER. THERE MUST BE A SEPARATE LEAD OR “HOT” WIRE TO EACH AUTOMATIC VALVE. ONE (1)COMMON WIRE WILL BE ACCEPTABLE. ONE (1) SPARE WIRE MUST BE RUN TO THE FARTHEST VALVE FROM THE CONTROLLER AS AN EXTRA WIRE.H.AUTOMATIC CONTROLLERS:1.ELECTRICAL WIRING SHALL BE INSTALLED ACCORDING TO LOCAL CODE. THE COST OF ALL ELECTRICAL WORK NECESSARY TO MAKE THE AUTOMATIC EQUIPMENT OPERATE PROPERLY SHALL BEINCLUDED IN THIS CONTRACT.2.LOCATION AND TYPE OF CONTROLLER SHALL BE PER PLANS.3.MOUNT THE PANEL ENCLOSURE SO ADJUSTMENTS CAN BE CONVENIENTLY MADE BY THE OPERATOR.4.PROVIDE A CONTROLLER CHART SHOWING THE AREA CONTROLLER BY THE AUTOMATIC CONTROLLER. CHART SIZE SHALL BE MAXIMUM SIZE TO FIT IN THE CONTROLLER DOOR. CHART SHALL BE AREDUCTION OF THE “AS-BUILT” DRAWINGS.5.SUPPLY OWNER WITH TWO CONTROLLER KEYS.I.PIPE FITTINGS:1.THE CONTRACTOR SHALL EXERCISE CARE IN HANDLING, LOADING, UNLOADING AND STORING TO AVOID DAMAGE. DELIVER PLASTIC PIPING IN BUNDLES, PACKAGED TO PROVIDE ADEQUATE PROTECTIONOF PIPE ENDS, EITHER THREADED OR PLAIN.THE PIPE SHALL BE TRANSPORTED IN A VEHICLE WITH A BED LONG ENOUGH TO ALLOW THE LENGTH OF PIPE TO LAY FLAT, SO AS NOT TO BE SUBJECT TOUNDUE BENDING OR CONCENTRATED EXTERNAL LOAD AT ANY POINT. FITTINGS SHALL BE STORED UNDER COVER.2.PVC CEMENT SHALL BE IPS WELD-ON. SOLVENT WELDING JOINTS SHALL BE GIVEN AT LEAST 15 MINUTES SET-UP TIME BEFORE MOVING OR HANDLING. PIPE SHALL BE CENTER LOADED TO PREVENTSLIPPING. NO WATER SHALL BE PERMITTED IN PIPE UNTIL A PERIOD RECOMMENDED BY MANUFACTURER.3.BACK FILLING SHALL BE DONE WHEN PIPE IS NOT IN AN EXPANDED CONDITIONS DUE TO HEAT OR PRESSURE.4.BEFORE PRESSURE TESTING, SOLUBLE WELD JOINTS SHALL BE GIVEN CURING TIME AS RECOMMENDED BY MANUFACTURER.5.NO PVC PIPE MAY BE THREADED OR CONNECTED TO A THREADED FITTING WITHOUT AN ADAPTER.6.GREAT CARE MUST BE TAKEN TO INSURE THAT THE INSIDE OF THE PIPE IS ABSOLUTELY CLEAN. ANY PIPE ENDS NOT BEING WORKED ON SHOULD BE PROTECTED AND NOT LEFT OPEN.J.PIPE SLEEVES:1.WHEREVER IRRIGATION LINES OR WIRE CROSS BENEATH PAVED SURFACES, PIPING AND WIRE SHALL BE INSTALLED IN SLEEVES. SIZE TO BE TWO TIMES PIPE DIAMETER, MINIMUM TWO INCH SLEEVESHALL BE PROVIDED FOR WIRE. SET SLEEVES AT 24" BELOW GRADE. COORDINATE INSTALLATION WITH GENERAL CONTRACTOR.K.MANUAL DRAINS:1.INSTALL PER MANUFACTURER'S RECOMMENDATIONS AS SHOWN ON IRRIGATION PLAN.2.INSTALL BY TEEING DOWN TO 3/4-INCH DRAIN VALVE. PROVIDE A DRAINAGE SUMP SIZED TO RECEIVE VOLUME OF DRAIN WATER.3.MAKE MANUAL DRAIN VALVES ACCESSIBLE BY INSTALLING AN ADJUSTABLE PIPE SLEEVE TO MEET FINISHED GRADE WITH LOCKING VALVE MARKER LID FLUSH WITH FINISH GRADE.L.PRESSURE REGULATOR:1.SET MAX. OPERATING PRESSURE AT 35 PSI.M. PIPE INSULATION PER PLAN:1. APPLY POLYETHYLENE PIPE WRAP INSULATION TO ALL EXPOSED PIPE.3.5SYSTEM FLUSHINGA.ENTIRE SYSTEM SHALL BE FLUSHED PRIOR TO INSTALLATION OF DRIPLINE AND SPRINKLER HEADS.3.6PERFORMANCE TESTS/SUBSTANTIAL COMPLETIONA.UPON COMPLETION OF SYSTEM INSTALLATION, CONTRACTOR SHALL OPERATE SYSTEM BY MEANS OF THE AUTOMATIC CONTROLLER IN PRESENCE OF OWNER'S REPRESENTATIVE.B.AUTOMATIC SYSTEM SHALL BE CYCLED ELECTRICALLY AND AUTOMATICALLY TO THE SATISFACTION OF OWNER'S REPRESENTATIVE.3.7DISPOSAL OF WASTE MATERIALA.STOCKPILE, HAUL FROM SITE, AND LEGALLY DISPOSE OF WASTE MATERIALS, INCLUDING UNSUITABLE EXCAVATED MATERIALS, ROCK, TRASH, AND DEBRIS. DEBRIS MUST BE REMOVED AT THE END OF WORKTIME EACH DAY.B. MAINTAIN PAVEMENT AND CURB CLEAR, CLEAN, AND FREE OF DEBRIS AND SOIL. PAVEMENT AND CURB SHALL REMAIN CLEAR, CLEAN AND FREE OF DEBRIS.3.8SURFACE RESTORATIONA.PROTECT EXISTING LANDSCAPING; REMOVE AND REPLANT AS NECESSARY TO COMPLETE INSTALLATION. REPLACE DAMAGED LAWN AREAS AND PLANTS WITH NEW PLANTS TO MATCH EXISTING.3.9CLEAN-UPA.CLEAN ALL WORK AREAS ADJOINING AREA, SUCH AS PAVING, CURBS, CATCH BASINS, MANHOLES AND LAWN, OR DEBRIS CAUSED BY THE WORK ON THIS PROJECT, OR ANY PART OF PROJECT, ON COMPLETIONOF OPERATIONS AND PRIOR TO WATERING. ALL HARD SURFACED AREAS SHALL BE WASHED CLEAN.3.10FINAL COMPLETIONA.UPON COMPLETION AND APPROVAL OF ALL TESTS.B.PROVIDE OWNER WITH A LETTER FOR HIS SIGNATURE OUTLINING COMPLETION OF JOB AND OWNER'S FINAL ACCEPTANCE WITH START AND STOP DATES OF WARRANTY PERIOD.3.11WARRANTYA.SHOULD ANY TROUBLE DEVELOP WITHIN ONE (1) YEAR WHICH, IS DUE TO INFERIOR OR FAULTY MATERIAL AND/OR WORKMANSHIP, THE TROUBLE SHALL BE CORRECTED, WITHOUT DELAY, TO THE SATISFACTIONOF THE AUTHORIZED OWNER'S REPRESENTATIVE AND AT THE CONTRACTOR'S EXPENSE.B.SYSTEM PROTECTION: AS PART OF WARRANTY UNDER THIS CONTRACT, CONTRACTOR SHALL BE RESPONSIBLE FOR DEACTIVATING AND DRAINING OF SYSTEM PRIOR TO ONSET OF FREEZING SEASON AS PERLOCAL SEASON REQUIRES, AND FOR REACTIVATING THE SYSTEM AT ONSET OF SPRING GROWING SEASON; EACH EVENT THE SYSTEM IS COMPLETED IN A SEASON WHEN SYSTEM WILL NOT BE IN USE,CONTRACTOR WILL WINTERIZE THE SYSTEM AS PER LOCAL SEASON REQUIRES, UPON COMPLETION OF TESTING AND APPROVAL BY OWNER AND REACTIVATE THE SYSTEM IN SPRING.END OF SECTIONIRRIGATION SPECIFICATIONSIRRIGATION NOTESL3.07R-417975CURRENT PLANNINGMHerrera 05/10/2022DEVELOPMENT ENGINEERINGmsippo 05/10/2022R-417980 APPROVED VALVE BOX WITH BOLT DOWNMCMQNOTES:1. DO NOT ALLOW VAULT TO REST ON PIPE USE EXTENSIONS AS NECESSARY.2. VALVE TO BE SET PLUMB & CENTERED IN VALVE BOX.3. CONTRACTOR TO PROVIDE (1) EACH QCV KEY AND SWIVEL HOSE ELL PER PROJECT.4. PROVIDE 6" DEPTH DRAIN ROCK.REMOTE CONTROL VALVESPRINKLER HEADIRRIGATION WATER METER (1")MASTER CONTROL VALVEVALVE BOXCONNECTION AND WATER METERGALVANIZED PIPE TO POINT OF CONNECTIONBRASS QUICK COUPLER VALVE (RAINBIRD 44LRC)VALVE BOX (CARSON JUMBO BOX)APPROVED DOUBLE CHECK VALVE (SEE DETAIL HEREON)PVC IRRIGATION MAIN (SCHEDULE 40)FLOW SENSORFROM SOURCEWILKENS Y5 100 STRAINER 1 1/2"PVC PIPE (SCHEDULE 80)MUELLER SHUT OFF VALVEPRESSURE REDUCING VALVEDRAIN VALVENOT TO SCALEDETAIL - POINT OF CONNECTION PLAN WITH PRVHEAD TO HEAD SPACING MAY BE DEFINED AS EACH HEAD'S SPRAY HITTING EACHADJACENT HEAD, ALL DIRECTIONS. FOR EXAMPLE, 12' RADIUS HEADS SHALL NOT BESPACED FURTHER THAN 12' ALL DIRECTIONS.HEAD TO HEAD LAYOUT NOTE: PLAN VIEWALL SHRUB HEADS TO BE IN SHRUB BED, AND TURF HEADS SHALL BE PLACED IN THETURF, 4" FROM EDGE OF BED.NOTES:1.USE 4" POP-UPS IN TURF AREAS AND 12" POP-UPS IN SHRUB OR GROUND COVERAREAS.DETAIL - HEAD LAYOUTVALVE NOTES:1.DO NOT ALLOW VAULT TO REST ON PIPE.2.ALL PIPE AND FITTINGS WITHIN VAULT TO BE SCH 40 PVC SAME SIZE AS OUTLET LATERAL.3.ALL BOLT COVERS TO BE LOCKING TYPE, BOLT INSTALLED.4.NO FEMALE ADAPTERS PERMITTED.5.TEFLON TAPE ONLY. USE NO PIPE DOPE.6.PROVIDE 6" WASHED DRAIN ROCK BENEATH VAULT.DETAIL - ZONE CONTROL VALVE24" MIN18" MIN AUTOMATIC CONTROL VALVEPLASTIC ISOLATION BALL VALVESAME SIZE AS CONTROL VALVEVAULT FLUSH W/ FINISH GRADESCHEDULE 40 PVC NIPPLE, TYP.LENGTH AS REQUIREDSCHEDULE 40 PVC 90BLULOCK & PVC CLASS 200USE CARSON STANDARD VALVE BOX FOR 1"VALVES,CARSON JUMBO VALVE BOX FOR 1-1/2"VALVES,ANDSUPER-JUMBO VALVE BOX FOR 2"VALVES. VAULT TO EXTEND MIN. 6" BELOWVALVE. USE EXTENSIONS AS NECESSARY.PVC UNIONS, TYP. USE 3" LENGTH NIPPLES BOTH SIDES OF UNION.LATERAL LINE4" CLEAR3" MIN.CLEARFLOWNOTES:1.DO NOT ALLOW VAULT TO REST ON PIPE.2.ALL PIPE AND FITTINGS TO BE 1 SIZE LARGER THAN COMPONENTS. USE REDUCING BUSHINGS.3.ALL SCHEDULE 40 PVC PIPE AND FITTINGS FROM METER ASSEMBLY TO DOWN STREAM OF SECOND VAULT. NO FEMALE ADAPTERSOR CLOSE NIPPLES.4.INSTALLATION SHALL CONFORM WITH CITY OF ISSAQUAH STANDARD DETAIL NO. W-20. REVIEW CURRENT CITY STANDARDS FORREVISIONS.5.TEST COCKS MUST HAVE 12" CLEARANCE.3" MIN.6" MAX.12" MIN.6" MINIMUMBOTH SIDES6.FOR 34" & 1" DEVICES, USE TWO 'CARSON JUMBO' MODEL BOXES WITH THE BOTTOM BOX INVERTED. FOR 1-12" AND 2" DEVICES,INSTALL TWO 'FOG TITE #2' REINFORCED CONCRETE BOXES OF THE SAME SIZE OR LARGER7.TEFLON TAPE ONLY. USE NO PIPE DOPE.PLAN VIEWSECTION VIEWTO FLOW SENSORDOUBLE CHECK ASSEMBLY WITH PRV AND MASTER VALVEBALL VALVEMAIN SHUT OFFPRESSURE REDUCING VALVEINSTALL SIDEWAYSFLUSH WITH FINISH GRADEDOUBLE CHECK VALVESCH. 80 PVC UNION, TYP.QUICK COUPLER VALVE34" MASTER VALVEVAULT PER SPECSUNION, TYP.CHANGE FROM SCH. 80 TOSCH. 40 -2" MAIN LINEWYE STRAINER WITH BLOWOFF INSTALLED4" CPP TO BB IF AVAILABLEWASHED DRAIN ROCK, 12" DEPTH THROUGHOUTNOT TO SCALEDETAIL - CONTROLLER WITH PEDESTALHUNTER MODEL ACC-4800-PED3/4" POWER CONDUIT: SIZE,TYPE, DEPTH PER LOCAL CODEGROUND WIRE CONDUIT,MIN. 1 1/2". GROUND PERASIC GUIDELINESPEDESTAL BASE: CONCRETEOR PREFABRICATEDFINISH GRADECONDUIT FOR GCBL WIRINGCONDUIT FOR CONTROL WIRESNOT TO SCALENOT TO SCALENOT TO SCALENOT TO SCALEDETAIL - TRENCHINGFINISH GRADE24"12"CONCRETE SIDEWALKROOT BARRIER12"MAINLINE AND LATERAL TRENCHING24"1. SLEEVES REQUIRED UNDER ALL PAVED AREAS.2. DUCT TAPE ENDS OF SLEEVE PIPE3. SURVEYOR TO LOCATE ALL HARD SURFACES PRIORTO SLEEVE PIPE INSTALLATION.SLEEVE TRENCHING24"BARE COPPER TRACE WIRE 12" GAUGE TAPEDON MAINLINE 15" O.C.1. IN SIDEWALK PLANTING STRIPS PLACE MAINLINEAT 24" DEPTH AND 12" IN FROM SIDEWALK.2. IN SIDEWALK PLANTING STRIPS PLACELATERALS AT 12" DEPTH AND 18" IN FROMSIDEWALK.COMPACTEDCLEAN BACKFILLPVC LATERAL PIPEPVC MAINLINEFIELD CONTROL WIRESTAPED TOGETHER AT10" 0.C. LOCATE 6"FROM SIDE OF MAINLINECOMPACTED CLEANBACK-FILL OR BEDDINGSAND, 6" DEPTH BELOWPIPEASPHALT, CONCRETE OR MASONRY PAVED SURFACE BY OTHERSCOMPACTED BACKFILL FROM NATIVE SOIL5/8 MINUS CRUSHED ROCK BEDDINGPVC SLEEVE4/15/2022 2:02 PMJ:\2018\18054\LANDSCAPE\FINAL\SHEETS\18054 L3.31.DWG IN COMPLIANCE WITH CITY OF RENTON STANDARDSDESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYINGCANOPYCANOPY CANOPY 4196 LINCOLN AVE NE, RENTON, WA 98056C: 21000838LUA: 19-000223PR: 19-000387IRRIGATION DETAILSL3.31R-417976CURRENT PLANNINGMHerrera 05/10/2022DEVELOPMENT ENGINEERINGmsippo 05/10/2022R-417981 LINCOLN AVE NENE 40TH ST33'-10"131'-11"122'-3"75'52'-1 "51' -10 "65'-1"72'17'-1 "8'29'-10 " 38'-1"4'102'-1"19'-10"31' - 1 0 "21' - 7 "43'-11"69'-4 "53'-10"71'-2"55'15'-8"101'-11"16'-9"116'-11"13'-4" 112'67'-8"85'-1" 42'-7" 21' - 1 0 "111'-7"32'10 5 ' - 3 "11' - 1 0 "47'-11 " 69'-5" 5 8 ' -11 "40'-2"72'-5"79'-9"70'-3 "30' 15'30' 15'71'-1"63'-11"15' 1 5 ' - 2 " 7'-10"43'-1"43'-8"15'-8" 15'-8"39'-2"38'-11"1'-11" 7'- 1 "14'- 2 " 14'-2"40'-4"40'-4"34'-6" 20'-9"21'20'-6 " 10'-1"3'-2" 20'-1"18'-3 " 50'-10" 2 0 ' - 8 "108'-8 "74'-4"NE 43RD ST ROW 3ROW 2535254494855TRACT B34353139323736383351464750ALLEY 222232417251826192027212829TRACT FTRACT CALLEY 3ROW 140413045444342TRACT A98710161514131211241563TR. KTRACT GTRACT HTR. JALLEY 1TRACT D21'-8" N.E. 43RD ST.4/15/2022 2:39 PMJ:\2018\18054\LANDSCAPE\FINAL\SHEETS\18054 L4.01-L4.04 OPEN SPACE.DWG IN COMPLIANCE WITH CITY OF RENTON STANDARDSDESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYINGCANOPYCANOPY CANOPY 4196 LINCOLN AVE NE, RENTON, WA 98056C: 21000838LUA: 19-000223PR: 19-000387L4.01CONCRETE PASSIVE TRAILVIEW STATION OF CRITICAL AREAADJOINED TO TRAIL, FIELD FITPASSIVE TRAIL TO CONNECTTO THE CITY OFNEWCASTLE'S PEDESTRIANTRAIL ALONG THENE 43RD ST R.O.W.OPEN SPACE MUST EQUAL AT LEAST TEN PERCENT (10%) OF THE DEVELOPMENT SITE'S GROSSLAND AREA.GROSS LAND AREA: 10.06 ACRES (438,213.6 S.F.)(438,213.6 S.F.) * (.10) = 43,821 S.F. REQUIRED TOTAL OPEN SPACE (PASSIVE/ACTIVE)TRACT A:13,272 S.F.TRACT B:5,779 S.F.TRACT C (TRAIL): 2,043 S.F.TRACT G (TRAIL): 2,210 S.F.TRACT H: 14,233 S.F.TRACT J:2,246 S.F.TRACT K: 3,176 S.F.ALLEY 2:3,178 S.F.TOTAL: 46,137 S.F.(46,137 S.F. ) - (43,821 S.F.) = 2,316 S.F. SURPLUSPUBLIC: OPEN SPACE CALCULATIONSPUBLIC: OPEN SPACE (PASSIVE/ACTIVE RECREATION)REQUIRED43,821 S.F.PROVIDED46,137 S.F.SURPLUS 2,316 S.F.PUBLIC: CONCENTRATED OPEN SPACE(55 UNITS) * (50 S.F.) = 2,750 S.F. REQUIRED5,745 S.F. PROPOSED (TRACT F)2,955 S.F. SURPLUSOPEN SPACE LEGENDPRIVATE: OPEN SPACE(55 UNITS) * (225 S.F.) = 12,375 S.F. REQUIRED42,705 S.F. PROPOSED30,330 S.F. SURPLUSSEE SHEET L4.02-L4.04 FOR INDIVIDUAL SQUARE FOOTAGE NUMBERS ANDSPECIFIC PRIVATE OPEN SPACE CATEGORIESOPEN SPACE PLANUNEXCAVATED WOOD CHIP TRAIL TO EXTEND TO NE 43RD ST.TRAIL SHALL BE FIELD FIT, AVOIDING TREES, SENSITIVE AREAS, AND OTHER OBSTRUCTIONS.MITIGATION SHALL BE PROVIDED WHERE NECESSARY FOR UNAVOIDABLE IMPACTS.SEE SHEET L2.33SEE SHEET L4.02SEE SHEET L4.03SEE SHEET L4.04R-417977CURRENT PLANNINGMHerrera 05/10/2022DEVELOPMENT ENGINEERINGmsippo 05/10/2022R-417982 33'-10"131'-11"122'-3"75'52'-1"51'-10"65'-1"72'17'-1"8'29'-10 " 38'-1"4'102'-1"19'-10"31 ' -10 "21'-7 "43'-11"69' -4"53'-10"71'-2"55'15'-8"101'-11" 116'-11"13'-4" 112'67'-8"85'-1"42'-7" 2 1 ' - 1 0 "18'-3" 50'-10" 2 0 ' - 8 "108'-8 "74'-4"ROW 3ROW 2TRACT A98710161514131211241563TR. KTRACT GTRACT HTR. JALLEY 1TRACT D14'-2"23'-1"16' -11" 12'-7" 12'-10"23'-11"6'-6"17'-2" 46'-1"15'-6"21'-9"38'-7" 34'-11"10'-5"21'-9"22'-9" 21'-7"25'-4"6'-6"15'-9"25'-4"20'-2"16'-10"31'-9"14'-9"21'-9"14'-10"31'-3"14'-10"15'10'-11"14'-8"29'-10"20'-3"10'-11"27'-11"15'6'-9"14'-6"16'-6"25'-2" 5'-7"5'-6"19'-2"5'-6"13'-10"15'-9"5'-4"8'-9"5'-4"8'5'-4"8'5'-4"8'-8"10'-2"8'5'-6"9'5'-5"9'5'-6"9'14'-7"8'-11"18'-1"13' 5'-6"9'-5"12'-8"23'-11"17'-8"12'-6" 5'-6"9'-5"12'-8"9'-4"16'-3"12' 5'-6"22'-7"22'-11"16'-1"12' 5'-6"22'-11"11'-11"9'11'-11"32'-3" 11'-11"13'-2"5'-6" 11'-11" 17'-5"19'-3"12'5'10'-8"5'-4"18'4'-5"6'-4"13'-2"5'-8"4'-9"4'-5"18'-3"6'-6"11'-8"5'-8"4'-10"5'-11"6'-6"6'-7"11'-4"11'-4"6'-1"6'-7"5'-6"6'-7"11'-4"6'23'-2"5'10"1'5'-10"11'-6"17'-3"6'-2"16'-1"5'-4"10"11"5'11'-6" 16'6'-2"5'6'-3" 16'-2"5'-3"10"1'-1"5'-10"11'-4" 16'-3"5'-1"6'-5" 16'-3"5'-8"10"1'-1"5'-10"11'-2"16'-3" 5'-1"6'-6"16'-2"5'10"10"5'11'-6"16'6'-6"16'5'10"5'10"5'16'5'11'-6"6'-6"16'5'-1"10"1'-1"5'-10"11'-6"16'-2"5'-1"17'-6"5'-1"10"6'-6"1'5'-10"11'-7"6'-6"10'-10"3'-10"21'5'10"6'-7"9'-10"10"5'19'-2" 8'-5"11'-6"23'-7"5'10"6'-6"10"10'-6"21'-7" 11'-2"6'-6"24'-5" 20'-3"6'-6"10'-1"3'-9"3'-9"3'-9"3'-9"3'-9"32'-10" 23'-6" 23'-5" 24'-11"PRIVATE OPEN SPACE AREA (TYP.)SEE TABLE HEREON FOR TABULATEDTOTAL AREA PER LOT.4/15/2022 2:39 PMJ:\2018\18054\LANDSCAPE\FINAL\SHEETS\18054 L4.01-L4.04 OPEN SPACE.DWG IN COMPLIANCE WITH CITY OF RENTON STANDARDSDESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYINGCANOPYCANOPY CANOPY 4196 LINCOLN AVE NE, RENTON, WA 98056C: 21000838LUA: 19-000223PR: 19-000387L4.02PRIVATE OPEN SPACEENLARGEMENT: LOTS 1-16PRIVATE OPEN SPACE SQUARE FOOTAGE LOTS 1-16SEE SHEET L4.03STREETSCAPE LANDSCAPINGFRONT AND BACK YARDSNOTE: TO BE PROVIDED PRIOR TO OCCUPANCYPRIVATE OPEN SPACE CATAGORIESPORCHES, PATIOS, DECKSLINCOLN AVE NER-417978CURRENT PLANNINGMHerrera 05/10/2022DEVELOPMENT ENGINEERINGmsippo 05/10/2022R-417983 16'-9"111'-7"32'105 ' -3 "11'-10 "47'-11 " 69'-5"58'-11 "40'-2"79'-9"70' -3"30'15'30'15'71'-1"63'-11"15' 1 5 ' - 2 " 7'-10"43'-1"43'-8"15'-8" 15'-8"39'-2"38'-11"1'-11" 7' - 1 " 1 4 ' -2 " 14'-2"40'-4"40'-4"34'-6" 20'-9"21'20' -6" 10'-1" 3'-2" 20'-1"535254494855TRACT B51464750ALLEY 2TRACT FTRACT CROW 1414544434221'-8"6'-6"5'-8"6'-6"5'-6"1'-10"6'-8"6'-6"7'-5"20'-7"20'-5"15'-11"18'-3"6'-11"20'-5"12'-4"16'-3"20'-5" 17'-10"20'-5"11'-3" 18'-2"20'-6"11'-1" 19'-3"20'-5"21'-8"20'-6"17'-9" 21'-5"6'-6"16'-1"20'-4"16'-2"5'-5"10'5'-5"10'5'-4" 5'-5"9'-11"9'-4"5'-5"9'-4"5'-5"7'-11"5'-4"6'-6"6'-7"5'-9"6'-6"4'-10" 6'6'-6"5'-1"6'-6"5'-9"6'-6"7'-4"15'-2"15'-1"1'-10"7'-5"20'-1"6'-6"15'-2"15'-3"1'-10"20'-10"7'-8"20'-2"6'-8"15'-9" 16'7'-9"15'-11"7'-8"15'-2"1'-10"14'-6" 12'6'-6"1'-10"12' 17'6'-8"40'-6"5'-10"40'-4"5'40'-1"5'40'-1"6'-6"35'-3"9'34'-11"9'-1"35' 6'-4" 16'-8"6'-8"12'1'-10" 11'-11"8'-4"21'6'-8" 15'-4"1' -10" 15'13' -3"8'-2"5'7'-3"6'8'-3"5'-2"7'-3"6'-2"7'-3"6'-2"8'-2"5'8'-1"5'8'-2"5'6'-7"23'-3" 15'-1" 5'5' 5' 5' 5' 5' 5'12'-10"8'-6"10'-8"13'-1"9'-1"26'-1"2'-6"16'-5"5'-8"5'-8"6'-7"20'-5"6'-8"6'-7"PRIVATE OPEN SPACE AREA (TYP.)SEE TABLE HEREON FOR TABULATEDAREA PER LOT4/15/2022 2:39 PMJ:\2018\18054\LANDSCAPE\FINAL\SHEETS\18054 L4.01-L4.04 OPEN SPACE.DWG IN COMPLIANCE WITH CITY OF RENTON STANDARDSDESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYINGCANOPYCANOPY CANOPY 4196 LINCOLN AVE NE, RENTON, WA 98056C: 21000838LUA: 19-000223PR: 19-000387L4.03PRIVATE OPEN SPACEENLARGEMENT: LOTS 41-55PRIVATE OPEN SPACE SQUARE FOOTAGELOTS 41-55SEE SHEET L4.02SEE SHEET L4.04STREETSCAPE LANDSCAPINGFRONT AND BACK YARDSNOTE: TO BE PROVIDED PRIOR TO OCCUPANCYPORCHES, PATIOS, DECKSPRIVATE OPEN SPACE CATAGORIESPROPERTY BOUNDARY (TYP.)R-417979CURRENT PLANNINGMHerrera 05/10/2022DEVELOPMENT ENGINEERINGmsippo 05/10/2022R-417984 NE 40TH ST 72'-5"34353139323736383322232417251826192027212829ALLEY 340301'-10"11'-2" 11'-2" 11'-2"6'-6"5'-1"6'-7"1'-6"1'-6"1'-8"1'-8"1'-8"11'-2" 11'-2" 11'-2" 11'-2"1'-8"1'-8"1'-8"1'-8"1'-8"30'-9"7'-9"60'5'26'-6"21'21'21'11'-8"21'6'-6"21'3'-6"5'11'-2"5'21'3'-6"21'6'-6"6'-6"21' 21'3'-6"5'11'-2" 11'-2"5'21'3'-7"21'6'-6"21'6'-6"21'3'-5"5'5'21'3'-5"21'6'-6"21'6'-6"21'3'-6"21'3'-6"21'6'-6"6'-6"21' 21'3'-5"21'-1"3'-6"21'35'5'35'5'35'5'43'35'10'-2"35'5'35'35'10'-2"35'10'-2"35'-3"5'6'-6"20'-6"20'-6"14'-11"6'-5"20'-6"21'-2"15'6'-6"14'-11"20'-5"20'-6"6'-5"20'-6"20'-6"14'-11"20'-6"15' 20'-6"6'-6"20'-5"14'-11" 15'20'-5"20'-6"6'-6"14'-10"20'-6"15' 20'-6"6'-6"15'20'-5"6'-6"20'-6"30'-6"15'16'-7"15' 14'-11"10'-4"10'-4"15'16'-8"15'10'-4"15' 15'-2" 11'-6" 11'-6" 11'-6" 11'-6" 11'-6"6'-7"11'-6" 11'-6"16'-7"11'-6" 11'-6"6'-7"11'-6" 11'-5"6'-7"11'-6"6'-5"11'-6"6'-7"11'-6" 11'-6"6'-7"11'-6"6'-7"11'-6"6'-7"11'-6" 11'-6"6'-7"11'-6" 11'-6"6'-7"11'-6" 11'-6"6'-5"6'-7"11'-5"11'-6"11'-6"6'-5"20'-6"6'-6"8'-1"5'-9"8'-1"5'-9"7'-5"5'-9"7'-11"5'-9"8'-1"5'-9"7'-5"5'-9"7'-11"5'-9"8'-2"5'-9"7'-5"5'-9"7'-11"5'-9"9'5'-6"9'5'-6"9'5'-9"8'-2"8'-2"8'-2"8'-2"5'-1"5'5'5'8'-2"8'-2"8'-2"8'-2"8'-2"8'-2"5'6'-5"6'-5"6'-5"6'-5"6'-5"6'-5"6'-5"6'-5"6'-5"6'-5"20'-6" 20' 20'-6"12'-11"14'-10"PRIVATE OPEN SPACE AREA (TYP.)SEE TABLE HEREON FOR TABULATEDAREA PER LOT.4/15/2022 2:39 PMJ:\2018\18054\LANDSCAPE\FINAL\SHEETS\18054 L4.01-L4.04 OPEN SPACE.DWG IN COMPLIANCE WITH CITY OF RENTON STANDARDSDESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYINGCANOPYCANOPY CANOPY 4196 LINCOLN AVE NE, RENTON, WA 98056C: 21000838LUA: 19-000223PR: 19-000387L4.04PRIVATE OPEN SPACEENLARGEMENT: LOTS 17-40PRIVATE OPEN SPACE SQUARE FOOTAGELOTS 17-40SEE SHEET L4.03STREETSCAPE LANDSCAPINGFRONT AND BACK YARDSNOTE: TO BE PROVIDED PRIOR TO OCCUPANCYPORCHES, PATIOS, DECKSPRIVATE OPEN SPACE CATAGORIESPROPERTY BOUNDARY (TYP.)R-417980CURRENT PLANNINGMHerrera 05/10/2022DEVELOPMENT ENGINEERINGmsippo 05/10/2022R-417985 BUFFER ENHANCEMENT AREA A 6,788 SF WRI PROJECT #18158Date: 7/14/2021SHEET 1/2FINAL MITIGATION PLAN - STREAM SCANOPY - LINCOLN PL NERENTON, WASHINGTONPREPARED FOR: Blue Fern Development, LLCAttn: Michelle Branley1414 Market St, #200Kirkland, WA 980039505 19TH AVE SE, SUITE 106EVERETT, WA 98208TEL: 425.337.3174FAX: 425.337.3045Drawn by: A. RichardsonPROJECT MONITORING PROGRAM Requirements for monitoring project: 1. Initial compliance/as-built report 2. Site inspection (twice per year) for five years 3. Annual reports (one report submitted during each monitored year) Purpose for Monitoring The purpose for monitoring this mitigation project shall be to evaluate its success. Success will be determined if monitoring shows at the end of five years that the definitions of success stated below are met. The property owner shall grant access to the mitigation area for inspection and maintenance to the contracted landscape and/or wetland specialist and City of Renton during the monitoring period or until the project is evaluated as successful. Monitoring Monitoring shall be conducted twice annually for five years in accordance with the approved Mitigation Plan. The monitoring period will begin once the City receives written notification confirming the mitigation plan has been implemented and City staff inspects the site and issues approval of the installation. Vegetation Monitoring Sampling points or transects will be established for vegetation monitoring and photo points will be established from which photos will be taken throughout the monitoring period. Permanent sampling points must be identified on the mitigation site plans in the first monitoring report (they may be drawn on approved plans by hand). Each sampling point shall detail herbaceous, shrub, and tree coverage. Monitoring of vegetation sampling points shall occur once per monitored year. Wetland Hydrology Monitoring To ensure that wetland hydrology is not impacted by the development, the wetland boundaries will be reviewed during the spring monitoring visit of each monitored year. If it appears that any existing wetland areas are no longer saturated or inundated for sufficient duration to support wetland conditions, those areas will be demarcated in the field and depicted on a map. Additional mitigation may need to be provided, as described in the contingency plan in Section 15, below. Photo points No less than four permanent photo points will be established within the mitigation areas. Photographs will be taken from these points to visually record condition of the mitigation areas. Photos shall be taken annually between May 15 and September 30 (prior to leaf drop), unless otherwise specified. CONTINGENCY PLAN If 20% of the plants are severely stressed during any of the inspections, or it appears 20 percent may not survive, additional plantings of the same species may be added to the planting area. Elements of a contingency plan may include, but will not be limited to: more aggressive weed control, pest control, mulching, replanting with larger plant material, species substitution, fertilization, soil amendments, and/or irrigation. PROJECT NOTES Pre-Construction Meeting Mitigation projects are typically more complex to install than to describe in plans. Careful monitoring by a wetland professional for all portions of this project is strongly recommended. Construction timing and sequencing is important to the success of this type of project. There will be a pre-construction meeting on this site between the Permittee, the consulting wetland professional, and laborers. The objective will be to verify the location of erosion control facilities, verify the location of mitigation areas, and to discuss project sequencing. Inspections A wetland professional shall be contracted to periodically inspect the mitigation installation described in this plan. Minor adjustments to the original design may be necessary prior to and during construction due to unusual or hidden site conditions. A City of Renton representative and/or the consulting professional will make these decisions during construction. INTRODUCTION The subject property is composed of five King County tax parcels (3345700015, 3345700016, 3345700017, 3345700018, 3345700020). The site is approximately 10.1-acres, located at and adjacent to 8314 110th Pl SE and 4130 Lincoln Ave NE in the City of Renton, Washington (Section 32, Township 24N, Range 5E, W.M.). Access is via a driveway from Lincoln Ave NE. SITE DESCRIPTION The subject property is located within the May Creek sub-basin of the Cedar River/Lake Washington Watershed (WRIA 8). Lake Washington is approximately 3,000 feet west of the subject property. Surrounding land use is mixed, including residential, commercial, and industrial uses; with I-405 approximately 1,100 feet to the west. The site is partially developed; in the south, there are multiple single-family residences and associated infrastructure, while the northern portion contains naturally vegetated pasture and forested areas. Topography slopes steeply to the west, and, according to King County iMap, is underlain by high erosion hazard areas, with slopes in excess of 20 percent. Four wetlands (Wetlands A through D) and one stream (Stream S) were identified within the investigation area. Pursuant to Renton Municipal Code (RMC), on-site wetlands were classified under the Washington State Wetland Rating System for Western Washington: 2014 Update (Hruby 2014). Wetlands A through D are classified as Category IV wetlands. Per RMC (7)(a) Stream S was classified based on the WAC 222-16-030. As such, Stream S is classified as a Type Np Stream. Per 4-3-050(G)(2), Category IV wetlands typically receive 50-foot buffers (when adjacent to non-low impact land uses) and Type Np streams typically receive 75-foot buffers. In addition, geological hazards were identified on-site by the geotechnical engineer, Terra Associates, Inc. Geological hazards identified include protected slopes, high erosion hazard area, and low seismic hazard area. Per RMC 4-3-050G(2), protected slopes require a 15 foot structure setback. MONITORING REPORT CONTENTS Monitoring reports shall be submitted by December 31 of each year during the monitoring period. As applicable, monitoring reports must include descriptions / data for: PROJECT SUCCESS & COMPLIANCE Criteria for Success Upon completion of the proposed mitigation project, an inspection by a qualified biologist will be made to determine plan compliance. A compliance report will be supplied to the City of Renton within 30 days after the completion of planting. A landscape professional or wetland professional will perform condition monitoring of the plantings in the spring and fall of each monitored year. A written report describing the monitoring results will be submitted to the City after each site inspection of each monitored year. Final inspection will occur five years after completion of this project. The contracted consultant will prepare a report as to the success of the project. Definition of Success The planting areas shall meet the following performance standards: *Volunteering native species may be included in the aerial cover calculations. The species mix should resemble that proposed in the planting plans, but strict adherence to obtaining all of the species shall not be a criterion for success. a) End of Year 1 • 100 percent survival of newly planted species and • Less than 10 percent cover of weedy/invasive species b) End of Year 2 • 80 percent survival of newly planted species • Less than 10 percent cover of weedy/invasive species c) End of Year 3 • At least 50 percent native vegetation coverage within the mitigation areas* • Less than 10 percent cover of weedy/invasive species d) End of Year 5 • At least 80 percent aerial cover of native woody plant species*, • Less than 10 percent cover of weedy/invasive species. 1. Site plan and vicinity map 2. Historic description of project, including date of installation, current year of monitoring, restatement of mitigation/restoration goals, and performance standards 3. Plant survival, vigor, and areal coverage for every plant community (transect or sampling point data), and explanation of monitoring methodology in the context of assessing performance standards 4. Wetland and buffer conditions, e.g., surrounding land use, use by humans, and/or wild and domestic creatures 5. Observed wildlife, including amphibians, avians, and others 6. Assessment of nuisance / exotic biota and recommendations for management 7. Color photographs taken from permanent photo-points that shall be depicted on the monitoring report map PROJECT DESCRIPTION The applicant is proposing to develop a 56-lot residential development and associated infrastructure. To accommodate this development, the applicant will do a combination of buffer width averaging and wetland/buffer impacts, to be mitigated for on-site. As a result of required frontage improvements and stormwater infrastructure, the applicant will permanently impact the entirety of Wetland A (and a portion of an associated ditch), totaling 1,585 square feet, and a small portion (240 square feet) of Wetland B’s buffer. In addition, the applicant will utilize buffer averaging to accommodate the proposed development adjacent to Wetland B, Wetland D, and Stream S. As mitigation for the impacts, the applicant is proposing a combination of on-site and off-site mitigation. A portion of the compensation (meeting City of Renton requirements) for Wetland A impacts will be provided by enhancing the entirety of the on-site portions of Wetlands B and D (totaling 4,865 square feet). This exceeds the 3:1 (enhancement to impact) ratio for Category IV wetlands, per RMC 4-3-050(J)(4)(c). The aforementioned impact to the buffer of Wetland B will be mitigated for via enhancement of 700 square feet of buffer located between Wetland B and Lincoln Ave NE (exceeding the 1:1 mitigation to impact ratio required by RMC 4-3-050(J)(4)(d)). To accommodate Stream S buffer width averaging, the applicant proposes to enhance a 6,788 square feet of stream buffer, per RMC 4-3-050(I)(2)(b)(v). As part of the proposed development the City of Renton is requiring an on-site and off-site trail to connect the development to the City of Newcastle’s pedestrian trail located along the NE 43rd Street right-of-way, north of the subject property. The off-site portion of the trail will be located within the unopened right-of-way of 112th Avenue SE, that parallels the eastern property boundary. The trail shall be 5 feet wide, with the majority consisting of wood chips underlain with filter fabric, and will be field fit to avoid trees. The trail will cross portions of wetland, stream, and buffer. Per RMC 4-3-050C(3) and RMC 4-3-050C(4), trails are exempt and allowed within critical areas and their associated buffers as long as they meet certain requirements. The portion of trail crossing the wetland will consist of a boardwalk and supported by pin piles. The slatted decking of the boardwalk and grated top of the dock will allow precipitation to move through the structure. This design minimizes impacts to the wetland and aquatic area and avoids any fill or grading within the wetland. Disturbance within the wetland will be limited to vegetation impacted for boardwalk installation. This portion of the trail will impact approximately 134 square feet of vegetation associated with Wetland D. To mitigate for any temporal loss of vegetation from installation of the boardwalk, buffer enhancement of a portion of Wetland D’s on-site buffer is proposed at a 3:1 enhancement to impact ratio. The bridge proposed over Stream S will be approximately 6 feet wide and will consist of concrete slabs and metal railings. The crossing will be consistent with WDFW stream crossing guidelines. SD SDSD SD SDSD SDSDSD 1098111345637545355504956(OPEN SPACE)TRACT B35363240333837393452474851(OPEN SPACE)TRACT Q2324251826192720(OPEN SPACE)TR. E2128222930(OPEN SPACE)TRACT F(OPEN SPACE)TR. D214117151614423112464544(STORM/ OPEN SPACE)TRACT H(OPEN SPACE)TRACT G(OPEN SPACE)TRACT I(STORM/OPEN SPACE)TRACT A43X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X STEEP SLOPE AREA 436 SF STEEP SLOPE AREA 9,997 SF WETLAND A TO BE FILLED 1,585 SF APPROXIMATE BOUNDARY OF STREAM S EX. DITCH UTILITY EASEMENT WETLAND B CATEGORY IV 50' BUFFER WETLAND C CATEGORY IV 50' BUFFER WETLAND D CATEGORY IV 50' BUFFER STREAM S TYPE NP 75' BUFFER APPROXIMATE LOCATION OF TRAIL IMPACT APPROXIMATE LOCATION OF TRAIL TO CONNECT TO CITY OF NEWCASTLES TRAIL ALONG NE 43RD ST RIGHT-OF-WAY APPROXIMATE LOCATION OF STREAM CROSSING UNOPENED RIGHT-OF-WAY OF 112TH AVE SE PROPOSED TRAIL 1050495247485146X X X X X X X X X X X X X X X X X X X X X WETLAND CSTREAM S STREAM S BUFFER REDUCTION 2,635 SF STREAM S BUFFER ADDITION 2,695 SF52'15'97'BUFFER IMPACT 380 SF BUFFER IMPACT 401 SF BUFFER ENHANCEMENT AREA B 781 SF Scale 1" = 60' 6030 90 1200 LEGEND WETLAND ENHANCEMENT BUFFER IMPACT BUFFER ENHANCEMENT BUFFER AVERAGING (REDUCTION) BUFFER AVERAGING (ADDITION) WETLAND PROPERTY BOUNDARY STREAM STANDARD BUFFER 75% OF STANDARD BUFFER 15' BUFFER STRUCTURE SETBACK APPROX. STREAM BOUNDARY FINAL BUFFER/PERMANENT FENCE/SIGNSXXWETLAND IMPACT RIGHT-OF-WAY Scale 1" = 100' 10050 150 2000TED-40-4179R-417981 98 of 107 DEVELOPMENT ENGINEERING msippo 05/10/2022 R-417986 WRI PROJECT #18158Date: 7/14/2021SHEET 2/2FINAL MITIGATION PLAN - STREAM SCANOPY - LINCOLN PL NERENTON, WASHINGTONPREPARED FOR: Blue Fern Development, LLCAttn: Michelle Branley1414 Market St, #200Kirkland, WA 980039505 19TH AVE SE, SUITE 106EVERETT, WA 98208TEL: 425.337.3174FAX: 425.337.3045Drawn by: A. RichardsonPLANT INSTALLATION GUIDELINES SHRUB PLANTING DETAIL No Scale Compacted topsoil water thoroughly Water basin with 3-4" of mulch Prune diseased and broken branches Planting hole min. twice size of root ball TREE PLANTING DETAIL No Scale Prune diseased and broken branches Lath stakes driven securely in to the ground Water basin with 3-4" mulch Unglazed planting pit surface 1/2 topsoil, 1/2 native soil, water thoroughly, fertilize Planting pit min. twice size of rootball 6" min. FENCING & SIGNAGE Per RMC 4-3-050(G)(3)(f)-(h) outlines fencing and signage requirements. Prior to construction, the outer extent of the approved critical area buffer and areas not to be disturbed shall be marked with high visibility orange construction fencing and silt fencing. Subsequently, permanent fencing of the native growth protection area containing critical area shall be installed, along with permanent signs (made of wood or metal, adhered to treated or metal posts). Sign locations and size specifications shall be approved by the city. RMC 4-3-050(G)(3)(h) recommends the following wording for signs, “Protection of this natural area is in your care. Alteration or disturbance is prohibited by law.” MAINTENANCE The mitigation areas will require periodic maintenance to remove undesirable species and replace vegetation mortality. Maintenance shall occur in accordance with the approved plans. Chemical control, only if approved by City staff, shall be applied by a licensed applicator following all label instructions. Duration and Extent In order to achieve performance standards, the permittee shall have the mitigation area maintained for the duration of the five-year monitoring period. Maintenance will include: watering, weeding around the base of installed plants, pruning, replacement, re-staking, removal of all classes of noxious weeds (see Washington State Noxious Weeds List, WAC 16-750-005) as well as Himalayan blackberry, and any other measures needed to ensure plant survival. The landscape designer and/or wetland professional shall direct all maintenance. Survival The permittee shall be responsible for the health of 100% of all newly installed plants for one growing season after installation has been accepted by the City of Renton. A growing season for these purposes is defined as occurring from spring to spring (March 15 to March 15 of the following year). For fall installation (often required), the growing season will begin the following spring. The permittee shall replace any plants that are: failing, weak, defective in manner of growth, or dead during this growing season, as directed by the landscape designer, wetland professional, and/or City of Renton staff. Installation Timing for Replacement Plants Replacement plants shall be installed between September 15 and January 15, unless otherwise determined by the landscape designer, wetland professional, and/or City of Renton staff. Standards for Replacement Plants Replacement plants shall meet the same standards for size and type as those specified for the original installation, unless otherwise directed by the landscape designer, wetland professional, and/or City of Renton staff. Replanting Plants that have settled in their planting pits too deep, too shallow, loose, or crooked shall be replanted as directed by the landscape designer, wetland professional, and/or City of Renton staff. Herbicides / Pesticides In general, chemical controls shall not be used in the mitigation area, sensitive areas, or their buffers. However, limited use of herbicides may be approved depending on site-specific conditions, only if approved by City of Renton staff. Irrigation / Watering Water shall be provided during the dry season (July 1 through October 15) for the first two years after installation to ensure plant survival and establishment. A temporary above ground irrigation system shall be installed within the Stream S buffer enhancement area and Wetland B buffer enhancement area to provide water. Water shall be applied at a rate of 1” of water twice per week for year one and 1” per week during year two. If the mitigation plantings meet 80 percent survival at the end of year two, the system may be removed. General The permittee shall include in general maintenance activities the replacement of any vandalized or damaged signs, habitat features, fences, or other structural components of this mitigation site. PLANTING NOTES Plant in the early spring or late fall and obtain all plants from a reputable nursery. Care and handling of all plant materials is extremely important to the overall success of the project. The origin of all plant materials specified in this plan shall be native plants, nursery grown in the Puget Sound region of Washington. Some limited species substitution may be allowed, only with the agreement of the landscape designer, wetland professional, and/or City staff. Pre-Planting Meeting Prior to control of invasive species or installation of mitigation plantings, a site meeting between the contracted landscaper and the consulting wetland professional shall occur to resolve any questions that may arise. During this meeting a discussion regarding plant spacing and locations of plant species including wetland verses buffer species shall occur between the landscape contractor and the consulting wetland professional. Handling Plants shall be handled so as to avoid all damage, including: breaking, bruising, root damage, sunburn, drying, freezing or other injury. Plants must be covered during transport. Plants shall not be bound with wire or rope in a manner that could damage branches. Protect plant roots with shade and wet soil in the time period between delivery and installation. Do not lift container stock by trunks, stems, or tops. Do not remove from containers until ready to plant. Water all plants as necessary to keep moisture levels appropriate to the species horticultural requirements. Plants shall not be allowed to dry out. All plants shall be watered thoroughly immediately upon installation. Soak all containerized plants thoroughly prior to installation. PLANTING NOTES CONT'D Storage Plants stored by the Permittee for longer than one month prior to planting shall be planted in nursery rows and treated in a manner suitable to those species’ horticultural requirements. Plants must be re-inspected by the wetland professional and/or landscape designer prior to installation. Damaged plants Damaged, dried out, or otherwise mishandled plants will be rejected at installation inspection. All rejected plants shall be immediately removed from the site. Plant Names Plant names shall comply with those generally accepted in the native plant nursery trade. Any question regarding plant species or variety shall be referred to the landscape designer, wetland professional, or City staff. All plant materials shall be true to species and variety and legibly tagged. Quality and condition Plants shall be normal in pattern of growth, healthy, well-branched, vigorous, with well-developed root systems, and free of pests and diseases. Damaged, diseased, pest-infested, scraped, bruised, dried out, burned, broken, or defective plants will be rejected. Plants with pruning wounds over 1-inch in diameter will be rejected. Roots All plants shall be balled and burlapped (B &B) or containerized, unless explicitly authorized by the landscape designer and/or wetland professional. Rootbound plants or B&B plants with damaged, cracked, or loose rootballs (major damage) will be rejected. Immediately before installation, plants with minor root damage (some broken and/or twisted roots) must be root-pruned. Matted or circling roots of containerized plantings must be pruned or straightened and the sides of the root ball must be roughened from top to bottom to a depth of approximately half an inch in two to four places. Bare root plantings of woody material are allowed only with permission from the landscape designer, wetland professional and/or City staff. Sizes Plant sizes shall be the size indicated in the plant schedule in approved plans. Larger stock may be acceptable provided that it has not been cut back to the size specified, and that the root ball is proportionate to the size of the plant. Smaller stock may be acceptable, and preferable under some circumstances, based on site-specific conditions. Measurements, caliper, branching, and balling and burlapping shall conform to the American Standard of Nursery Stock by the American Association of Nurserymen (latest edition). Form Evergreen trees shall have single trunks and symmetrical, well-developed form. Deciduous trees shall be single trunked unless specified as multi-stem in the plant schedule. Shrubs shall have multiple stems and be well-branched. Timing of Planting Unless otherwise approved by City staff, all planting shall occur between November 1 and March 1. Overall, the earlier plants go into the ground during the dormant period, the more time they have to adapt to the site and extend their root systems before the water demands of spring and summer. Weeding Existing and exotic vegetation in the mitigation areas will be hand-weeded from around all newly installed plants at the time of installation and on a routine basis throughout the monitoring period. No chemical control of vegetation on any portion of the site is recommended. Site conditions The contractor shall immediately notify the landscape designer and/or wetland professional of drainage or soil conditions likely to be detrimental to the growth or survival of plants. Planting operations shall not be conducted under the following conditions: freezing weather, when the ground is frozen, excessively wet weather, excessively windy weather, or in excessive heat. Planting Pits Planting pits shall be circular or square with vertical sides, and shall be 6” deeper and 12” larger in diameter than the root ball of the plant. Break up the sides of the pit in compacted soils. Set plants upright in pits. Burlap shall be removed from the planting pit. Backfill shall be worked back into holes such that air pockets are removed without adversely compacting down soils. Fertilizer Slow release fertilizer may be used if pre-approved by City of Renton staff. Fertilizers shall be applied only at the base of plantings underneath the required covering of mulch (that does not make contact with stems of the plants). No soil amendment or fertilizers will be placed in planting holes. Staking Most shrubs and many trees DO NOT require any staking. If the plant can stand alone without staking in a moderate wind, do not use a stake. If the plant needs support, then strapping or webbing should be used as low as possible on the trunk to loosely brace the tree with two stakes. Do not brace the tree tightly or too high on the trunk. If the tree is unable to sway, it will further lose the ability to support itself. Do not use wire in a rubber hose for strapping as it exerts too much pressure on the bark. As soon as supporting the plant becomes unnecessary, remove the stakes. All stakes must be removed within two (2) years of installation. Plant Location Colored surveyors ribbon or other appropriate marking shall be attached to the installed plants to assist in locating the plants while removing the competing non-native vegetation and during the monitoring period. Arrangement and Spacing The plants shall be arranged in a pattern with the appropriate numbers, sizes, species, and distribution that are required in accordance with the approved plans. The actual placement of individual plants shall mimic natural, asymmetric vegetation patterns found on similar undisturbed sites in the area. Spacing of the plantings may be adjusted to maintain existing vegetation with the agreement of the landscape designer, wetland professional, and/or City staff. Inspection(s) A wetland professional shall be present on site to inspect the plants prior to planting. Minor adjustments to the original design may be required prior to and during construction. Woodchip Mulch All landscaped areas denuded of vegetation and soil surface surrounding all planting pit areas shall receive no less than 2 to 4 inches of certified woodchip mulch after planting. A layer of woodchip mulch will be placed around the base of each plant in a 3-foot radius and at a depth of 2 to 4 inches. The woodchip mulch shall not be allowed to contact plant stems in order to avoid plant decay and rot. SPLIT RAIL FENCE NOTES: 1. Sign placement shall be subject to the approval of the City of Renton. Alternative sign designs may be submitted to the City of Renton for approval. 3. All signs must be secure and permanent. CRITICAL AREA PROTECTION AREA SIGN INSTALLATION GUIDELINES NOT TO SCALE CRITICAL AREA PROTECTION AREA 12"x 18" Aluminum sign with white reflective background. Install one per protected feature in a conspicuous place. Minimum of two galvanized or stainless steel wood lag bolts to firmly secure sign.5 ft. 2 ft. min. 4' X 4' pressure treated wooden post with 1/2" chamfer at top. Magnetic locator pin (e.g., pipe, rebar, 20 penny nail, etc.) placed 8-12" from post along CAPA line. Quick-set concrete Compacted native material6" THIS AREA IS PROTECTED TO PROVIDE WILDLIFE HABITAT AND MAINTAIN CRITICALAREA(S) FUNCTIONS/VALUES. PROTECTION OF THIS NATURAL AREA IS IN YOUR CARE. ALTERATION OR DISTURBANCE IS PROHIBITED BY LAW STREAM S BUFFER ENHANCEMENT PLAN If soils associated with the old road grade are compacted, site preparation including soil decompaction and amendment will occur prior to planting. If necessary, soils will be decompacted and 3 inches of premium topsoil shall be tilled into the top 6 inches of existing soil. The topsoil amendment shall have at least 15 percent organic content. Prior to planting, invasive woody species including (but not limited to) Himalayan blackberry (Rubus armeniacus) will be removed from the buffer enhancement area. Any existing native plants within the buffer shall be retained and protected. The following native trees and shrubs will be planted in the buffer enhancement area and any disturbed areas will be seeded with the buffer grass seed mix specified below: TYPICAL LARGE WOODY DEBRIS PLACEMENT NOTES: 1) LOGS TO BE AT LEAST 10" IN DIAMETER, AND ≥ 8' LENGTH CONIFER SPECIES (CEDAR, HEMLOCK, FIR). 2) PLACEMENT OF HABITAT LOGS TO BE DETERMINED IN THE FIELD. NOTES: 1) LOGS TO BE A MINIMUM OF 4" IN DIAMETER AND MINIMUM 15' LENGTH 2) EACH CLUSTER SHALL INCLUDE 2-3 LOGS OF DIFFERING DIAMETERS 3) LOGS WITH ROOTWADS SHALL BE SET IN A SLIGHT DEPRESSION WITHIN BUFFER ENHANCEMENT AREAS CEDAR, HEMLOCK, OR FIR WITH INTACT ROOTWAD, BURIED ≥2/3 LENGTH INTO STREAMBED LWD CROSS-SECTION No Scale STREAM BED ROOTWAD IN CONTACT WITH STREAM, FACING UPSTREAM IN-STREAM LARGE WOODY DEBRIS In addition to the enhancement plantings, any trees measuring four or more inches in diameter that are removed within 200-feet of Stream S, during the clearing and grading process, will be added to the Stream S buffer enhancement area. A minimum of one (1) piece of large woody debris (LWD) will be placed within the stream channel. Minimum size of this LWD will be 10-inch diameter and at least 8-feet in length. This LWD should be an evergreen species preferably cedar, hemlock, or fir, as they have relatively slower decay rates than deciduous species and have complex root systems. In-channel LWD shall be buried with a minimum of two-thirds of its length into the graded stream bank at an approximate 60-degree angle with its root-wad in contact with the stream and facing upstream. TWO-LOG FEATURE DETAIL No Scale THREE-LOG FEATURE DETAIL No ScaleTED-40-4179R-417982 99 of 107 DEVELOPMENT ENGINEERING msippo 05/10/2022 R-417987 37.5' 15' 37 .5'50'Scale 1" = 100' 10050 150 2000 WRI PROJECT #18158Date: 7/14/2021SHEET 1/2FINAL MITIGATION PLAN - WETLANDS B AND DCANOPY - LINCOLN PL NERENTON, WASHINGTONPREPARED FOR: Blue Fern Development, LLCAttn: Michelle Branley1414 Market St, #200Kirkland, WA 980039505 19TH AVE SE, SUITE 106EVERETT, WA 98208TEL: 425.337.3174FAX: 425.337.3045Drawn by: A. RichardsonINTRODUCTION The subject property is composed of five King County tax parcels (3345700015, 3345700016, 3345700017, 3345700018, 3345700020). The site is approximately 10.1-acres, located at and adjacent to 8314 110th Pl SE and 4130 Lincoln Ave NE in the City of Renton, Washington (Section 32, Township 24N, Range 5E, W.M.). Access is via a driveway from Lincoln Ave NE. SITE DESCRIPTION The subject property is located within the May Creek sub-basin of the Cedar River/Lake Washington Watershed (WRIA 8). Lake Washington is approximately 3,000 feet west of the subject property. Surrounding land use is mixed, including residential, commercial, and industrial uses; with I-405 approximately 1,100 feet to the west. The site is partially developed; in the south, there are multiple single-family residences and associated infrastructure, while the northern portion contains naturally vegetated pasture and forested areas. Topography slopes steeply to the west, and, according to King County iMap, is underlain by high erosion hazard areas, with slopes in excess of 20 percent. Four wetlands (Wetlands A through D) and one stream (Stream S) were identified within the investigation area. Pursuant to Renton Municipal Code (RMC), on-site wetlands were classified under the Washington State Wetland Rating System for Western Washington: 2014 Update (Hruby 2014). Wetlands A through D are classified as Category IV wetlands. Per RMC (7)(a) Stream S was classified based on the WAC 222-16-030. As such, Stream S is classified as a Type Np Stream. Per 4-3-050(G)(2), Category IV wetlands typically receive 50-foot buffers (when adjacent to non-low impact land uses) and Type Np streams typically receive 75-foot buffers. In addition, geological hazards were identified on-site by the geotechnical engineer, Terra Associates, Inc. Geological hazards identified include protected slopes, high erosion hazard area, and low seismic hazard area. Per RMC 4-3-050G(2), protected slopes require a 15 foot structure setback. PROJECT MONITORING PROGRAM Requirements for monitoring project: 1. Initial compliance/as-built report 2. Site inspection (twice per year) for five years 3. Annual reports (one report submitted during each monitored year) Purpose for Monitoring The purpose for monitoring this mitigation project shall be to evaluate its success. Success will be determined if monitoring shows at the end of five years that the definitions of success stated below are met. The property owner shall grant access to the mitigation area for inspection and maintenance to the contracted landscape and/or wetland specialist and City of Renton during the monitoring period or until the project is evaluated as successful. Monitoring Monitoring shall be conducted twice annually for five years in accordance with the approved Mitigation Plan. The monitoring period will begin once the City receives written notification confirming the mitigation plan has been implemented and City staff inspects the site and issues approval of the installation. Vegetation Monitoring Sampling points or transects will be established for vegetation monitoring and photo points will be established from which photos will be taken throughout the monitoring period. Permanent sampling points must be identified on the mitigation site plans in the first monitoring report (they may be drawn on approved plans by hand). Each sampling point shall detail herbaceous, shrub, and tree coverage. Monitoring of vegetation sampling points shall occur once per monitored year. Wetland Hydrology Monitoring To ensure that wetland hydrology is not impacted by the development, the wetland boundaries will be reviewed during the spring monitoring visit of each monitored year. If it appears that any existing wetland areas are no longer saturated or inundated for sufficient duration to support wetland conditions, those areas will be demarcated in the field and depicted on a map. Additional mitigation may need to be provided, as described in the contingency plan in Section 15, below. Photo points No less than four permanent photo points will be established within the mitigation areas. Photographs will be taken from these points to visually record condition of the mitigation areas. Photos shall be taken annually between May 15 and September 30 (prior to leaf drop), unless otherwise specified. PROJECT NOTES Pre-Construction Meeting Mitigation projects are typically more complex to install than to describe in plans. Careful monitoring by a wetland professional for all portions of this project is strongly recommended. Construction timing and sequencing is important to the success of this type of project. There will be a pre-construction meeting on this site between the Permittee, the consulting wetland professional, and laborers. The objective will be to verify the location of erosion control facilities, verify the location of mitigation areas, and to discuss project sequencing. Inspections A wetland professional shall be contracted to periodically inspect the mitigation installation described in this plan. Minor adjustments to the original design may be necessary prior to and during construction due to unusual or hidden site conditions. A City of Renton representative and/or the consulting professional will make these decisions during construction. CONTINGENCY PLAN If 20% of the plants are severely stressed during any of the inspections, or it appears 20 percent may not survive, additional plantings of the same species may be added to the planting area. Elements of a contingency plan may include, but will not be limited to: more aggressive weed control, pest control, mulching, replanting with larger plant material, species substitution, fertilization, soil amendments, and/or irrigation. SD SDSD SD SDSD SDSDSD 1098111345637545355504956(OPEN SPACE)TRACT B35363240333837393452474851(OPEN SPACE)TRACT Q2324251826192720(OPEN SPACE)TR. E2128222930(OPEN SPACE)TRACT F(OPEN SPACE)TR. D214117151614423112464544(STORM/ OPEN SPACE)TRACT H(OPEN SPACE)TRACT G(OPEN SPACE)TRACT I(STORM/OPEN SPACE)TRACT A43X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X STEEP SLOPE AREA 436 SF STEEP SLOPE AREA 9,997 SF WETLAND A TO BE FILLED 1,585 SF APPROXIMATE BOUNDARY OF STREAM S EX. DITCH INSET 2 SHT 2: UTILITY EASEMENT WETLAND B CATEGORY IV 50' BUFFER WETLAND C CATEGORY IV 50' BUFFER WETLAND D CATEGORY IV 50' BUFFER STREAM S TYPE NP 75' BUFFER APPROXIMATE LOCATION OF TRAIL IMPACT APPROXIMATE LOCATION OF TRAIL TO CONNECT TO CITY OF NEWCASTLES TRAIL ALONG NE 43RD ST RIGHT-OF-WAY APPROXIMATE LOCATION OF STREAM CROSSING UNOPENED RIGHT-OF-WAY OF 112TH AVE SE PROPOSED TRAIL SDSD SD 67(OPEN SPACE)TRACT QX X X X X X X X X X X X X X474246454443 X X X X X X X X X X X X X X X WETLAND D TO BE ENHANCED 3,100 SF BUFFER REDUCTION 2,095 SF BUFFER ADDITION 645 SF BUFFER ADDITION 1,660 SF WETLAND B TO BE ENHANCED 1,765 SF BUFFER REDUCTION 1,032 SF BUFFER ADDITION 1,092 SF BUFFER IMPACT 240 SF BUFFER ENHANCEMENT 700 SF 15' BUFFER ENHANCEMENT 1,356 SF WETLAND IMPACT 134 SF BUFFER IMPACT 274 SF BUFFER IMPACT 680 SF TWO-LOG FEATURE DETAIL No Scale THREE-LOG FEATURE DETAILNo Scale TYPICAL LARGE WOODY DEBRIS PLACEMENT NOTES: 1) LOGS TO BE A MINIMUM OF 10" IN DIAMETER AND MINIMUM 15' LENGTH 2) EACH CLUSTER SHALL INCLUDE 2-3 LOGS OF DIFFERING DIAMETERS 3) LOGS WITH ROOTWADS SHALL BE SET IN A SLIGHT DEPRESSION LARGE WOODY DEBRIS In addition to the enhancement plantings, a minimum of two (2) pieces of woody debris (per wetland) will be added to Wetlands B and D. If possible, material removed from the site for development will be salvaged for use as woody debris within the buffer enhancement area. Woody debris shall consist of coniferous logs or root wads. Minimum size of the woody debris will be 10-inch diameter and 15 feet in length, or 10-foot diameter root-wads. LEGEND WETLAND ENHANCEMENT BUFFER IMPACT BUFFER ENHANCEMENT BUFFER AVERAGING (REDUCTION) BUFFER AVERAGING (ADDITION) WETLAND PROPERTY BOUNDARY STREAM STANDARD BUFFER 75% OF STANDARD BUFFER 15' BUFFER STRUCTURE SETBACK APPROX. STREAM BOUNDARY FINAL BUFFER/PERMANENT FENCE/SIGNSXXWETLAND IMPACT RIGHT-OF-WAY Scale 1" = 40' 4020 60 800 Scale 1" = 40' 4020 60 800 PROJECT DESCRIPTION The applicant is proposing to develop a 56-lot residential development and associated infrastructure. To accommodate this development, the applicant will do a combination of buffer width averaging and wetland/buffer impacts, to be mitigated for on-site. As a result of required frontage improvements and stormwater infrastructure, the applicant will permanently impact the entirety of Wetland A (and a portion of an associated ditch), totaling 1,585 square feet, and a small portion (240 square feet) of Wetland B’s buffer. In addition, the applicant will utilize buffer averaging to accommodate the proposed development adjacent to Wetland B, Wetland D, and Stream S. As mitigation for the impacts, the applicant is proposing a combination of on-site and off-site mitigation. A portion of the compensation (meeting City of Renton requirements) for Wetland A impacts will be provided by enhancing the entirety of the on-site portions of Wetlands B and D (totaling 4,865 square feet). This exceeds the 3:1 (enhancement to impact) ratio for Category IV wetlands, per RMC 4-3-050(J)(4)(c). The aforementioned impact to the buffer of Wetland B will be mitigated for via enhancement of 700 square feet of buffer located between Wetland B and Lincoln Ave NE (exceeding the 1:1 mitigation to impact ratio required by RMC 4-3-050(J)(4)(d)). To accommodate Stream S buffer width averaging, the applicant proposes to enhance a 6,788 square feet of stream buffer, per RMC 4-3-050(I)(2)(b)(v). As part of the proposed development the City of Renton is requiring an on-site and off-site trail to connect the development to the City of Newcastle’s pedestrian trail located along the NE 43rd Street right-of-way, north of the subject property. The off-site portion of the trail will be located within the unopened right-of-way of 112th Avenue SE, that parallels the eastern property boundary. The trail shall be 5 feet wide, with the majority consisting of wood chips underlain with filter fabric, and will be field fit to avoid trees. The trail will cross portions of wetland, stream, and buffer. Per RMC 4-3-050C(3) and RMC 4-3-050C(4), trails are exempt and allowed within critical areas and their associated buffers as long as they meet certain requirements. The portion of trail crossing the wetland will consist of a boardwalk and supported by pin piles. The slatted decking of the boardwalk and grated top of the dock will allow precipitation to move through the structure. This design minimizes impacts to the wetland and aquatic area and avoids any fill or grading within the wetland. Disturbance within the wetland will be limited to vegetation impacted for boardwalk installation. This portion of the trail will impact approximately 134 square feet of vegetation associated with Wetland D. To mitigate for any temporal loss of vegetation from installation of the boardwalk, buffer enhancement of a portion of Wetland D’s on-site buffer is proposed at a 3:1 enhancement to impact ratio. The bridge proposed over Stream S will be approximately 6 feet wide and will consist of concrete slabs and metal railings. The crossing will be consistent with WDFW stream crossing guidelines. MONITORING REPORT CONTENTS Monitoring reports shall be submitted by December 31 of each year during the monitoring period. As applicable, monitoring reports must include descriptions / data for: PROJECT SUCCESS & COMPLIANCE Criteria for Success Upon completion of the proposed mitigation project, an inspection by a qualified biologist will be made to determine plan compliance. A compliance report will be supplied to the City of Renton within 30 days after the completion of planting. A landscape professional or wetland professional will perform condition monitoring of the plantings in the spring and fall of each monitored year. A written report describing the monitoring results will be submitted to the City after each site inspection of each monitored year. Final inspection will occur five years after completion of this project. The contracted consultant will prepare a report as to the success of the project. Definition of Success The planting areas shall meet the following performance standards: *Volunteering native species may be included in the aerial cover calculations. The species mix should resemble that proposed in the planting plans, but strict adherence to obtaining all of the species shall not be a criterion for success. a) End of Year 1 • 100 percent survival of newly planted species and • Less than 10 percent cover of weedy/invasive species b) End of Year 2 • 80 percent survival of newly planted species • Less than 10 percent cover of weedy/invasive species c) End of Year 3 • At least 50 percent native vegetation coverage within the mitigation areas* • Less than 10 percent cover of weedy/invasive species d) End of Year 5 • At least 80 percent aerial cover of native woody plant species*, • Less than 10 percent cover of weedy/invasive species. 1. Site plan and vicinity map 2. Historic description of project, including date of installation, current year of monitoring, restatement of mitigation/restoration goals, and performance standards 3. Plant survival, vigor, and areal coverage for every plant community (transect or sampling point data), and explanation of monitoring methodology in the context of assessing performance standards 4. Wetland and buffer conditions, e.g., surrounding land use, use by humans, and/or wild and domestic creatures 5. Observed wildlife, including amphibians, avians, and others 6. Assessment of nuisance / exotic biota and recommendations for management 7. Color photographs taken from permanent photo-points that shall be depicted on the monitoring report mapTED-40-4179R-417983 100 of 107 DEVELOPMENT ENGINEERING msippo 05/10/2022 R-417988 WRI PROJECT #18158Date: 7/14/2021SHEET 2/2FINAL MITIGATION PLAN - WETLANDS B AND DCANOPY - LINCOLN PL NERENTON, WASHINGTONPREPARED FOR: Blue Fern Development, LLCAttn: Michelle Branley1414 Market St, #200Kirkland, WA 980039505 19TH AVE SE, SUITE 106EVERETT, WA 98208TEL: 425.337.3174FAX: 425.337.3045Drawn by: A. RichardsonPLANT INSTALLATION GUIDELINES SHRUB PLANTING DETAIL No Scale Compacted topsoil water thoroughly Water basin with 3-4" of mulch Prune diseased and broken branches Planting hole min. twice size of root ball TREE PLANTING DETAIL No Scale Prune diseased and broken branches Lath stakes driven securely in to the ground Water basin with 3-4" mulch Unglazed planting pit surface 1/2 topsoil, 1/2 native soil, water thoroughly, fertilize Planting pit min. twice size of root ball 6" min. SPLIT RAIL FENCE FENCING & SIGNAGE Per RMC 4-3-050(G)(3)(f)-(h) outlines fencing and signage requirements. Prior to construction, the outer extent of the approved critical area buffer and areas not to be disturbed shall be marked with high visibility orange construction fencing and silt fencing. Subsequently, permanent fencing of the native growth protection area containing critical area shall be installed, along with permanent signs (made of wood or metal, adhered to treated or metal posts). Sign locations and size specifications shall be approved by the city. RMC 4-3-050(G)(3)(h) recommends the following wording for signs, “Protection of this natural area is in your care. Alteration or disturbance is prohibited by law.” PLANTING NOTES CONT'D Arrangement and Spacing The plants shall be arranged in a pattern with the appropriate numbers, sizes, species, and distribution that are required in accordance with the approved plans. The actual placement of individual plants shall mimic natural, asymmetric vegetation patterns found on similar undisturbed sites in the area. Spacing of the plantings may be adjusted to maintain existing vegetation with the agreement of the landscape designer, wetland professional, and/or City staff. Inspection(s) A wetland professional shall be present on site to inspect the plants prior to planting. Minor adjustments to the original design may be required prior to and during construction. Woodchip Mulch All landscaped areas denuded of vegetation and soil surface surrounding all planting pit areas shall receive no less than 2 to 4 inches of certified woodchip mulch after planting. A layer of woodchip mulch will be placed around the base of each plant in a 3-foot radius and at a depth of 2 to 4 inches. The woodchip mulch shall not be allowed to contact plant stems in order to avoid plant decay and rot. PLANTING NOTES Plant in the early spring or late fall and obtain all plants from a reputable nursery. Care and handling of all plant materials is extremely important to the overall success of the project. The origin of all plant materials specified in this plan shall be native plants, nursery grown in the Puget Sound region of Washington. Some limited species substitution may be allowed, only with the agreement of the landscape designer, wetland professional, and/or City staff. Pre-Planting Meeting Prior to control of invasive species or installation of mitigation plantings, a site meeting between the contracted landscaper and the consulting wetland professional shall occur to resolve any questions that may arise. During this meeting a discussion regarding plant spacing and locations of plant species including wetland verses buffer species shall occur between the landscape contractor and the consulting wetland professional. Handling Plants shall be handled so as to avoid all damage, including: breaking, bruising, root damage, sunburn, drying, freezing or other injury. Plants must be covered during transport. Plants shall not be bound with wire or rope in a manner that could damage branches. Protect plant roots with shade and wet soil in the time period between delivery and installation. Do not lift container stock by trunks, stems, or tops. Do not remove from containers until ready to plant. Water all plants as necessary to keep moisture levels appropriate to the species horticultural requirements. Plants shall not be allowed to dry out. All plants shall be watered thoroughly immediately upon installation. Soak all containerized plants thoroughly prior to installation. Storage Plants stored by the Permittee for longer than one month prior to planting shall be planted in nursery rows and treated in a manner suitable to those species’ horticultural requirements. Plants must be re-inspected by the wetland professional and/or landscape designer prior to installation. Damaged plants Damaged, dried out, or otherwise mishandled plants will be rejected at installation inspection. All rejected plants shall be immediately removed from the site. Plant Names Plant names shall comply with those generally accepted in the native plant nursery trade. Any question regarding plant species or variety shall be referred to the landscape designer, wetland professional, or City staff. All plant materials shall be true to species and variety and legibly tagged. Quality and condition Plants shall be normal in pattern of growth, healthy, well-branched, vigorous, with well-developed root systems, and free of pests and diseases. Damaged, diseased, pest-infested, scraped, bruised, dried out, burned, broken, or defective plants will be rejected. Plants with pruning wounds over 1-inch in diameter will be rejected. Roots All plants shall be balled and burlapped (B &B) or containerized, unless explicitly authorized by the landscape designer and/or wetland professional. Rootbound plants or B&B plants with damaged, cracked, or loose rootballs (major damage) will be rejected. Immediately before installation, plants with minor root damage (some broken and/or twisted roots) must be root-pruned. Matted or circling roots of containerized plantings must be pruned or straightened and the sides of the root ball must be roughened from top to bottom to a depth of approximately half an inch in two to four places. Bare root plantings of woody material are allowed only with permission from the landscape designer, wetland professional and/or City staff. Sizes Plant sizes shall be the size indicated in the plant schedule in approved plans. Larger stock may be acceptable provided that it has not been cut back to the size specified, and that the root ball is proportionate to the size of the plant. Smaller stock may be acceptable, and preferable under some circumstances, based on site-specific conditions. Measurements, caliper, branching, and balling and burlapping shall conform to the American Standard of Nursery Stock by the American Association of Nurserymen (latest edition). Form Evergreen trees shall have single trunks and symmetrical, well-developed form. Deciduous trees shall be single trunked unless specified as multi-stem in the plant schedule. Shrubs shall have multiple stems and be well-branched. Timing of Planting Unless otherwise approved by City staff, all planting shall occur between November 1 and March 1. Overall, the earlier plants go into the ground during the dormant period, the more time they have to adapt to the site and extend their root systems before the water demands of spring and summer. Weeding Existing and exotic vegetation in the mitigation areas will be hand-weeded from around all newly installed plants at the time of installation and on a routine basis throughout the monitoring period. No chemical control of vegetation on any portion of the site is recommended. Site conditions The contractor shall immediately notify the landscape designer and/or wetland professional of drainage or soil conditions likely to be detrimental to the growth or survival of plants. Planting operations shall not be conducted under the following conditions: freezing weather, when the ground is frozen, excessively wet weather, excessively windy weather, or in excessive heat. Planting Pits Planting pits shall be circular or square with vertical sides, and shall be 6” deeper and 12” larger in diameter than the root ball of the plant. Break up the sides of the pit in compacted soils. Set plants upright in pits. Burlap shall be removed from the planting pit. Backfill shall be worked back into holes such that air pockets are removed without adversely compacting down soils. Fertilizer Slow release fertilizer may be used if pre-approved by City of Renton staff. Fertilizers shall be applied only at the base of plantings underneath the required covering of mulch (that does not make contact with stems of the plants). No soil amendment or fertilizers will be placed in planting holes. Staking Most shrubs and many trees DO NOT require any staking. If the plant can stand alone without staking in a moderate wind, do not use a stake. If the plant needs support, then strapping or webbing should be used as low as possible on the trunk to loosely brace the tree with two stakes. Do not brace the tree tightly or too high on the trunk. If the tree is unable to sway, it will further lose the ability to support itself. Do not use wire in a rubber hose for strapping as it exerts too much pressure on the bark. As soon as supporting the plant becomes unnecessary, remove the stakes. All stakes must be removed within two (2) years of installation. Plant Location Colored surveyors ribbon or other appropriate marking shall be attached to the installed plants to assist in locating the plants while removing the competing non-native vegetation and during the monitoring period. MAINTENANCE The mitigation areas will require periodic maintenance to remove undesirable species and replace vegetation mortality. Maintenance shall occur in accordance with the approved plans. Chemical control, only if approved by City staff, shall be applied by a licensed applicator following all label instructions. Duration and Extent In order to achieve performance standards, the permittee shall have the mitigation area maintained for the duration of the five-year monitoring period. Maintenance will include: watering, weeding around the base of installed plants, pruning, replacement, re-staking, removal of all classes of noxious weeds (see Washington State Noxious Weeds List, WAC 16-750-005) as well as Himalayan blackberry, and any other measures needed to ensure plant survival. The landscape designer and/or wetland professional shall direct all maintenance. Survival The permittee shall be responsible for the health of 100% of all newly installed plants for one growing season after installation has been accepted by the City of Renton. A growing season for these purposes is defined as occurring from spring to spring (March 15 to March 15 of the following year). For fall installation (often required), the growing season will begin the following spring. The permittee shall replace any plants that are: failing, weak, defective in manner of growth, or dead during this growing season, as directed by the landscape designer, wetland professional, and/or City of Renton staff. Installation Timing for Replacement Plants Replacement plants shall be installed between September 15 and January 15, unless otherwise determined by the landscape designer, wetland professional, and/or City of Renton staff. Standards for Replacement Plants Replacement plants shall meet the same standards for size and type as those specified for the original installation, unless otherwise directed by the landscape designer, wetland professional, and/or City of Renton staff. Replanting Plants that have settled in their planting pits too deep, too shallow, loose, or crooked shall be replanted as directed by the landscape designer, wetland professional, and/or City of Renton staff. Herbicides / Pesticides In general, chemical controls shall not be used in the mitigation area, sensitive areas, or their buffers. However, limited use of herbicides may be approved depending on site-specific conditions, only if approved by City of Renton staff. Irrigation / Watering Water shall be provided during the dry season (July 1 through October 15) for the first two years after installation to ensure plant survival and establishment. A temporary above ground irrigation system shall be installed within the Stream S buffer enhancement area and Wetland B buffer enhancement area to provide water. Water shall be applied at a rate of 1” of water twice per week for year one and 1” per week during year two. If the mitigation plantings meet 80 percent survival at the end of year two, the system may be removed. General The permittee shall include in general maintenance activities the replacement of any vandalized or damaged signs, habitat features, fences, or other structural components of this mitigation site. NOTES: 1. Sign placement shall be subject to the approval of the City of Renton. Alternative sign designs may be submitted to the City of Renton for approval. 3. All signs must be secure and permanent. CRITICAL AREA PROTECTION AREA SIGN INSTALLATION GUIDELINES NOT TO SCALE CRITICAL AREA PROTECTION AREA 12"x 18" Aluminum sign with white reflective background. Install one per protected feature in a conspicuous place. Minimum of two galvanized or stainless steel wood lag bolts to firmly secure sign.5 ft. 2 ft. min. 4' X 4' pressure treated wooden post with 1/2" chamfer at top. Magnetic locator pin (e.g., pipe, rebar, 20 penny nail, etc.) placed 8-12" from post along CAPA line. Quick-set concrete Compacted native material6" THIS AREA IS PROTECTED TO PROVIDE WILDLIFE HABITAT AND MAINTAIN CRITICALAREA(S) FUNCTIONS/VALUES. PROTECTION OF THIS NATURAL AREA IS IN YOUR CARE. ALTERATION OR DISTURBANCE IS PROHIBITED BY LAW MITIGATION PLAN Wetland Enhancement Due to required frontage improvements and stormwater infrastructure, the applicant is proposing to fill the entirety of Wetland A (1,585 square feet). Mitigation for the fill of Wetland A will be provided through on-site wetland enhancement of Wetlands B and D, totaling 4,865 square feet. The proposed wetland enhancement plantings and large woody debris will increase diversity and density of native plants within Wetlands B and D, while providing increased opportunities for wildlife habitat. Wetland B Enhancement Plan Prior to planting, invasive woody species including (but not limited to) Himalayan blackberry (Rubus armeniacus), English holly (Ilex aquifolium), and English ivy (Hedera helix) will be removed from the wetland. Any existing native plants within the wetlands shall be retained and protected. Only shrubs will be planted within Wetland B, as a dense native overstory and moderate native understory currently exist. In order to provide dense vegetative cover to compete with potentially encroaching Himalayan blackberry (Rubus armeniacus), spacing of shrubs is at 5 feet on-center. This will allow the thicket forming species (twinberry, rose, and salmonberry) to outcompete non-native species. Wetland D Enhancement Plan Prior to planting, invasive woody species including (but not limited to) Himalayan blackberry (Rubus armeniacus) will be removed from the wetland. Any existing native plants within the wetlands shall be retained and protected. In order to provide dense vegetative cover to compete with potentially encroaching Himalayan blackberry (Rubus armeniacus), spacing trees at 10 feet on-center and shrubs at 5 feet on-center. This will allow the thicket forming species (twinberry, rose, and salmonberry) to outcompete non-native species. Buffer Enhancement To compensate for minor impacts (240 square feet) to the buffer of Wetland B associated with frontage improvements, a total of 700 square feet of buffer located between Lincoln Ave NE and Wetland B will be enhanced with a variety of native vegetation and large woody debris. To compensate for minor impacts to Wetland D (134 square feet) and Wetland D’s buffer (954 square feet) for installation of the pedestrian trail, a total of 1,536 square feet of buffer will be enhanced. The proposed buffer enhancement plantings and large woody debris will increase diversity and density of native plants within Wetlands B and D, while providing increased opportunities for wildlife habitat. Wetland B Buffer Enhancement Prior to planting, invasive woody species including (but not limited to) Himalayan blackberry (Rubus armeniacus) and English holly (Ilex aquifolium) will be removed from the buffer enhancement area. Any existing native plants within the buffer shall be retained and protected. As the overstory of Wetland B and surrounding buffer is dense with red alder and black cottonwood, a variety of native shrubs and herbaceous species will be planted in the understory. The following native shrubs and groundcover will be planted in the buffer enhancement area: Wetland D Buffer Enhancement Prior to planting, invasive woody species including (but not limited to) Himalayan blackberry (Rubus armeniacus) and English holly (Ilex aquifolium) will be removed from the buffer enhancement area. Any existing native plants within the buffer shall be retained and protected. The following native trees, shrubs, and groundcover will be planted in the buffer enhancement area and any disturbed areas will be seeded with the buffer grass seed mix specified below: Any disturbed areas within the buffer enhancement areas will be seeded with the buffer grass seed mix specified below:TED-40-4179R-417984 101 of 107 DEVELOPMENT ENGINEERING msippo 05/10/2022 R-417989 WRI PROJECT #19300Date: 2/10/2021SHEET 1/2FINAL MITIGATION PLANOFF-SITE BENEFIT PARCELRENTON, WASHINGTONPREPARED FOR: Blue Fern Development, LLCAttn: Michelle Branley1414 Market St, #200Kirkland, WA 980039505 19TH AVE SE, SUITE 106EVERETT, WA 98208TEL: 425.337.3174FAX: 425.337.3045Drawn by: A. RichardsonWETLAND A CATEGORY IV 50' BUFFER WETLAND B CATEGORY IV 50' BUFFER WETLAND C CATEGORY IV 50' BUFFER STREAM A TYPE F 115' BUFFER STREAM B TYPE Ns 50' BUFFER LEGEND WETLAND STREAM BUFFER BUFFER ENHANCEMENT FENCING CRITICAL AREA SIGNS X BUFFER ENHANCEMENT 40,359 SF Scale 1" = 30' 3015 45 600 X X X X X X X X X X X X X X X LAKE WASHINGTON BLVDNES88°47'49"E 287.93 S00°55'52"W414.74S81°12'12"E 68.16 N28°48'38"E442.451 1 5 '50'50'CONTINEGENCY PLAN If 20% of the plants are severely stressed during any of the inspections, or it appears 20 percent may not survive, additional plantings of the same species may be added to the planting area. Elements of a contingency plan may include, but will not be limited to: more aggressive weed control, pest control, mulching, replanting with larger plant material, species substitution, fertilization, soil amendments, and/or irrigation. PROJECT SUCCESS & COMPLIANCE Criteria for Success Upon completion of the proposed mitigation project, an inspection by a qualified biologist will be made to determine plan compliance. A compliance report will be supplied to the City of Renton within 30 days after the completion of planting. A landscape professional or wetland professional will perform condition monitoring of the plantings in the spring and fall of each monitored year. A written report describing the monitoring results will be submitted to the City after each site inspection of each monitored year. Final inspection will occur five years after completion of this project. The contracted consultant will prepare a report as to the success of the project. Definition of Success The planting areas shall meet the following performance standards: a)End of Year 1 • 100 percent survival of newly planted species and • Less than 20 percent cover of weedy/invasive species b)End of Year 2 • 80 percent survival of newly planted species • Less than 20 percent cover of weedy/invasive species c)End of Year 3 • At least 50 percent native vegetation coverage within the mitigation areas* • Less than 20 percent cover of weedy/invasive species d)End of Year 5 • At least 80 percent aerial cover of native woody plant species*, • Less than 20 percent cover of weedy/invasive species. *Volunteering native species may be included in the aerial cover calculations. The species mix should resemble that proposed in the planting plans, but strict adherence to obtaining all of the species shall not be a criterion for success. MONITORING REPORT CONTENTS Monitoring reports shall be submitted by December 31 of each year during the monitoring period. As applicable, monitoring reports must include descriptions / data for: 1. Site plan and vicinity map 2. Historic description of project, including date of installation, current year of monitoring, restatement of enhancement goals, and performance standards 3. Plant survival, vigor, and areal coverage for every plant community (transect or sampling point data), and explanation of monitoring methodology in the context of assessing performance standards 4. Wetland and buffer conditions, e.g., surrounding land use, use by humans, and/or wild and domestic creatures 5. Observed wildlife, including amphibians, avians, and others 6. Assessment of nuisance / exotic biota and recommendations for management 7. Color photographs taken from permanent photo-points that shall be depicted on the monitoring report map PROJECT MONITORING PROGRAM Requirements for Monitoring Project: 1. Initial compliance/as-built report 2. Site inspection (twice per year) for five years 3. Annual reports (one report submitted during each monitored year) Purpose for Monitoring The purpose for monitoring this mitigation project shall be to evaluate its success. Success will be determined if monitoring shows at the end of five years that the definitions of success stated below are met. The property owner shall grant access to the mitigation area for inspection and maintenance to the contracted landscape and/or wetland specialist and City of Renton during the monitoring period or until the project is evaluated as successful. Monitoring Monitoring shall be conducted twice annually for five years in accordance with the approved Mitigation Plan. The monitoring period will begin once the City receives written notification confirming the mitigation plan has been implemented and City staff inspects the site and issues approval of the installation. Vegetation Monitoring Sampling points or transects will be established for vegetation monitoring and photo points will be established from which photos will be taken throughout the monitoring period. Permanent sampling points must be identified on the mitigation site plans in the first monitoring report (they may be drawn on approved plans by hand). Each sampling point shall detail herbaceous, shrub, and tree coverage. Monitoring of vegetation sampling points shall occur once per monitored year. Wetland Hydrology Monitoring To ensure that wetland hydrology is not impacted by the development, the wetland boundaries will be reviewed during the spring monitoring visit of each monitored year. If it appears that any existing wetland areas are no longer saturated or inundated for sufficient duration to support wetland conditions, those areas will be demarcated in the field and depicted on a map. Additional mitigation may need to be provided, as described in the contingency plan in Section 15, below. Photo points No less than four permanent photo points will be established within the mitigation areas. Photographs will be taken from these points to visually record condition of the mitigation areas. Photos shall be taken annually between May 15 and September 30 (prior to leaf drop), unless otherwise specified. INTRODUCTION Wetland Resources, Inc. (WRI) conducted site investigations on October 18, 2019 to locate wetlands and streams on and in the vicinity of the investigation area, which is composed of King County tax parcel 3343300861. The site is approximately 1.9-acres, located west of the intersection of Lake Washington Boulevard NE and Southeast 73rd Street in the City of Renton, Washington (Section 29, Township 24N, Range 5E, W.M. The body of this report presents findings regarding the wetlands and streams on-site. SITE DESCRIPTION The investigation area is located within the May Creek sub-basin of the Cedar River/Lake Washington Watershed (WRIA 8). Lake Washington is approximately 600 feet west of the subject property. Surrounding land use is generally residential and undeveloped land with Interstate 405 border the site along its western boundary. The site is undeveloped, and vegetation is mostly dominated by native species with areas of Himalayan blackberry in the understory. Topography is generally a moderate to steep west aspect Three wetlands (Wetlands A through C) and two stream (Streams A and B) were identified within the investigation area. Pursuant to Renton Municipal Code (RMC), on-site wetlands were classified under the Washington State Wetland Rating System for Western Washington: 2014 Update (Hruby 2014). Wetlands A, B, and C are classified as Category IV wetlands. Per RMC (7)(a) the on-site streams were classified based on the WAC 222-16-030. As such, Stream A is classified as a Type F Stream and Stream B is classified as a Type Ns. Per 4-3-050(G)(2), Category IV wetlands typically receive 50-foot buffers, (when adjacent to non-low impact land uses), Type F streams typically receive a 115-foot buffer, and Type Ns streams typically receive 50-foot buffers. PROJECT DESCRIPTION The applicant has purchased this property for the purpose of conservation. The intent is to enhance and permanently protect this property for the public benefit. BUFFER ENHANCEMENT PLAN As part of the conservation plan for the off-site benefit parcel, the applicant is proposing to enhance the degraded portions of the buffers associated with all the on-site critical areas. The buffer enhancement will involve removing invasive species and planting native trees and shrubs. Prior to planting, invasive woody species including (but not limited to) Himalayan blackberry (Rubus armeniacus) and English holly (Ilex aquifolium) will be removed from the buffer enhancement area. Any existing native plants within the buffer shall be retained and protected. The following native trees, shrubs, and groundcover will be planted in the buffer enhancement area. **Please note that plant quantities provided above are estimates. Actual plant quantities will be determined in the field following invasive species removal to achieve the specified plant densities.** PROJECT NOTES Pre-Construction Meeting Mitigation projects are typically more complex to install than to describe in plans. Careful monitoring by a wetland professional for all portions of this project is strongly recommended. Construction timing and sequencing is important to the success of this type of project. There will be a pre-construction meeting on this site between the Permittee, the consulting wetland professional, and laborers. The objective will be to verify the location of erosion control facilities, verify the location of mitigation areas, and to discuss project sequencing. Inspections A wetland professional shall be contracted to periodically inspect the mitigation installation described in this plan. Minor adjustments to the original design may be necessary prior to and during construction due to unusual or hidden site conditions. A City of Renton representative and/or the consulting professional will make these decisions during construction.TED-40-4179R-417985 102 of 107 DEVELOPMENT ENGINEERING msippo 05/10/2022 R-417990 WRI PROJECT #19300Date: 2/10/2021SHEET 2/2FINAL MITIGATION PLANOFF-SITE BENEFIT PARCELRENTON, WASHINGTONPREPARED FOR: Blue Fern Development, LLCAttn: Michelle Branley1414 Market St, #200Kirkland, WA 980039505 19TH AVE SE, SUITE 106EVERETT, WA 98208TEL: 425.337.3174FAX: 425.337.3045Drawn by: A. RichardsonSPLIT RAIL FENCE NOTES: 1. Sign placement shall be subject to the approval of the City of Renton. Alternative sign designs may be submitted to the City of Renton for approval. 3. All signs must be secure and permanent. CRITICAL AREA PROTECTION AREA SIGN INSTALLATION GUIDELINES NOT TO SCALE CRITICAL AREA PROTECTION AREA 12"x 18" Aluminum sign with white reflective background. Install one per protected feature in a conspicuous place. Minimum of two galvanized or stainless steel wood lag bolts to firmly secure sign.5 ft. 2 ft. min. 4' X 4' pressure treated wooden post with 1/2" chamfer at top. Magnetic locator pin (e.g., pipe, rebar, 20 penny nail, etc.) placed 8-12" from post along CAPA line. Quick-set concrete Compacted native material6" THIS AREA IS PROTECTED TO PROVIDE WILDLIFE HABITAT AND MAINTAIN CRITICALAREA(S) FUNCTIONS/VALUES. PROTECTION OF THIS NATURAL AREA IS IN YOUR CARE. ALTERATION OR DISTURBANCE IS PROHIBITED BY LAW FENCING & SIGNAGE Per RMC 4-3-050(G)(3)(f)-(h) outlines fencing and signage requirements. Prior to construction, the outer extent of the approved critical area buffer and areas not to be disturbed shall be marked with high visibility orange construction fencing and silt fencing. Subsequently, permanent fencing of the native growth protection area containing critical area shall be installed, along with permanent signs (made of wood or metal, adhered to treated or metal posts). Sign locations and size specifications shall be approved by the city. RMC 4-3-050(G)(3)(h) recommends the following wording for signs, “Protection of this natural area is in your care. Alteration or disturbance is prohibited by law.” PLANTING NOTES CONT'D Fertilizer Slow release fertilizer may be used if pre-approved by City of Renton staff. Fertilizers shall be applied only at the base of plantings underneath the required covering of mulch (that does not make contact with stems of the plants). No soil amendment or fertilizers will be placed in planting holes. Staking Most shrubs and many trees DO NOT require any staking. If the plant can stand alone without staking in a moderate wind, do not use a stake. If the plant needs support, then strapping or webbing should be used as low as possible on the trunk to loosely brace the tree with two stakes. Do not brace the tree tightly or too high on the trunk. If the tree is unable to sway, it will further lose the ability to support itself. Do not use wire in a rubber hose for strapping as it exerts too much pressure on the bark. As soon as supporting the plant becomes unnecessary, remove the stakes. All stakes must be removed within two (2) years of installation. Plant Location Colored surveyors ribbon or other appropriate marking shall be attached to the installed plants to assist in locating the plants while removing the competing non-native vegetation and during the monitoring period. Arrangement and Spacing The plants shall be arranged in a pattern with the appropriate numbers, sizes, species, and distribution that are required in accordance with the approved plans. The actual placement of individual plants shall mimic natural, asymmetric vegetation patterns found on similar undisturbed sites in the area. Spacing of the plantings may be adjusted to maintain existing vegetation with the agreement of the landscape designer, wetland professional, and/or City staff. Inspection(s) A wetland professional shall be present on site to inspect the plants prior to planting. Minor adjustments to the original design may be required prior to and during construction. Woodchip Mulch All landscaped areas denuded of vegetation and soil surface surrounding all planting pit areas shall receive no less than 2 to 4 inches of certified woodchip mulch after planting. A layer of woodchip mulch will be placed around the base of each plant in a 3-foot radius and at a depth of 2 to 4 inches. The woodchip mulch shall not be allowed to contact plant stems in order to avoid plant decay and rot. MAINTENANCE The mitigation areas will require periodic maintenance to remove undesirable species and replace vegetation mortality. Maintenance shall occur in accordance with the approved plans. Chemical control, only if approved by City staff, shall be applied by a licensed applicator following all label instructions. Duration and Extent In order to achieve performance standards, the permittee shall have the mitigation area maintained for the duration of the five-year monitoring period. Maintenance will include: watering, weeding around the base of installed plants, pruning, replacement, re-staking, removal of all classes of noxious weeds (see Washington State Noxious Weeds List, WAC 16-750-005) as well as Himalayan blackberry, and any other measures needed to ensure plant survival. The landscape designer and/or wetland professional shall direct all maintenance. Survival The permittee shall be responsible for the health of 100% of all newly installed plants for one growing season after installation has been accepted by the City of Renton. A growing season for these purposes is defined as occurring from spring to spring (March 15 to March 15 of the following year). For fall installation (often required), the growing season will begin the following spring. The permittee shall replace any plants that are: failing, weak, defective in manner of growth, or dead during this growing season, as directed by the landscape designer, wetland professional, and/or City of Renton staff. Installation Timing for Replacement Plants Replacement plants shall be installed between September 15 and January 15, unless otherwise determined by the landscape designer, wetland professional, and/or City of Renton staff. Standards for Replacement Plants Replacement plants shall meet the same standards for size and type as those specified for the original installation, unless otherwise directed by the landscape designer, wetland professional, and/or City of Renton staff. Replanting Plants that have settled in their planting pits too deep, too shallow, loose, or crooked shall be replanted as directed by the landscape designer, wetland professional, and/or City of Renton staff. Herbicides / Pesticides In general, chemical controls shall not be used in the mitigation area, sensitive areas, or their buffers. However, limited use of herbicides may be approved depending on site-specific conditions, only if approved by City of Renton staff. Irrigation / Watering Water shall be provided during the dry season (July 1 through October 15) for the first two years after installation to ensure plant survival and establishment. A temporary above ground irrigation system shall be installed within the Stream S buffer enhancement area and Wetland B buffer enhancement area to provide water. Water shall be applied at a rate of 1” of water twice per week for year one and 1” per week during year two. If the mitigation plantings meet 80 percent survival at the end of year two, the system may be removed. General The permittee shall include in general maintenance activities the replacement of any vandalized or damaged signs, habitat features, fences, or other structural components of this mitigation site. PLANTING NOTES Plant in the early spring or late fall and obtain all plants from a reputable nursery. Care and handling of all plant materials is extremely important to the overall success of the project. The origin of all plant materials specified in this plan shall be native plants, nursery grown in the Puget Sound region of Washington. Some limited species substitution may be allowed, only with the agreement of the landscape designer, wetland professional, and/or City staff. Pre-Planting Meeting Prior to control of invasive species or installation of mitigation plantings, a site meeting between the contracted landscaper and the consulting wetland professional shall occur to resolve any questions that may arise. During this meeting a discussion regarding plant spacing and locations of plant species including wetland verses buffer species shall occur between the landscape contractor and the consulting wetland professional. Handling Plants shall be handled so as to avoid all damage, including: breaking, bruising, root damage, sunburn, drying, freezing or other injury. Plants must be covered during transport. Plants shall not be bound with wire or rope in a manner that could damage branches. Protect plant roots with shade and wet soil in the time period between delivery and installation. Do not lift container stock by trunks, stems, or tops. Do not remove from containers until ready to plant. Water all plants as necessary to keep moisture levels appropriate to the species horticultural requirements. Plants shall not be allowed to dry out. All plants shall be watered thoroughly immediately upon installation. Soak all containerized plants thoroughly prior to installation. Storage Plants stored by the Permittee for longer than one month prior to planting shall be planted in nursery rows and treated in a manner suitable to those species’ horticultural requirements. Plants must be re-inspected by the wetland professional and/or landscape designer prior to installation. Damaged plants Damaged, dried out, or otherwise mishandled plants will be rejected at installation inspection. All rejected plants shall be immediately removed from the site. Plant Names Plant names shall comply with those generally accepted in the native plant nursery trade. Any question regarding plant species or variety shall be referred to the landscape designer, wetland professional, or City staff. All plant materials shall be true to species and variety and legibly tagged. Quality and condition Plants shall be normal in pattern of growth, healthy, well-branched, vigorous, with well-developed root systems, and free of pests and diseases. Damaged, diseased, pest-infested, scraped, bruised, dried out, burned, broken, or defective plants will be rejected. Plants with pruning wounds over 1-inch in diameter will be rejected. Roots All plants shall be balled and burlapped (B &B) or containerized, unless explicitly authorized by the landscape designer and/or wetland professional. Rootbound plants or B&B plants with damaged, cracked, or loose rootballs (major damage) will be rejected. Immediately before installation, plants with minor root damage (some broken and/or twisted roots) must be root-pruned. Matted or circling roots of containerized plantings must be pruned or straightened, and the sides of the root ball must be roughened from top to bottom to a depth of approximately half an inch in two to four places. Bare root plantings of woody material are allowed only with permission from the landscape designer, wetland professional and/or City staff. Sizes Plant sizes shall be the size indicated in the plant schedule in approved plans. Larger stock may be acceptable provided that it has not been cut back to the size specified, and that the root ball is proportionate to the size of the plant. Smaller stock may be acceptable, and preferable under some circumstances, based on site-specific conditions. Measurements, caliper, branching, and balling and burlapping shall conform to the American Standard of Nursery Stock by the American Association of Nurserymen (latest edition). Form Evergreen trees shall have single trunks and symmetrical, well-developed form. Deciduous trees shall be single trunked unless specified as multi-stem in the plant schedule. Shrubs shall have multiple stems and be well-branched. Timing of Planting Unless otherwise approved by City staff, all planting shall occur between November 1 and March 1. Overall, the earlier plants go into the ground during the dormant period, the more time they have to adapt to the site and extend their root systems before the water demands of spring and summer. Weeding Existing and exotic vegetation in the mitigation areas will be hand-weeded from around all newly installed plants at the time of installation and on a routine basis throughout the monitoring period. No chemical control of vegetation on any portion of the site is recommended. Site conditions The contractor shall immediately notify the landscape designer and/or wetland professional of drainage or soil conditions likely to be detrimental to the growth or survival of plants. Planting operations shall not be conducted under the following conditions: freezing weather, when the ground is frozen, excessively wet weather, excessively windy weather, or in excessive heat. Planting Pits Planting pits shall be circular or square with vertical sides, and shall be 6” deeper and 12” larger in diameter than the root ball of the plant. Break up the sides of the pit in compacted soils. Set plants upright in pits. Burlap shall be removed from the planting pit. Backfill shall be worked back into holes such that air pockets are removed without adversely compacting down soils. Prune diseased and broken branches Water basin with 3-4" mulch Unglazed planting pit surface 1/2 topsoil, 1/2 native soil, water thoroughly, fertilize TREE PLANTING DETAILNo Scale Planting pit min. twice size of root ball 6" min. SHRUB PLANTING DETAIL No Scale Compacted topsoil water thoroughly, fertilize as req'd Water basin with 3-4" of mulch Prune diseased and broken branches Planting hole min. twice size of root ball PLANT INSTALLATION GUIDELINES TED-40-4179R-417986 103 of 107 DEVELOPMENT ENGINEERING msippo 05/10/2022 R-417991 IN COMPLIANCE WITH CITY OF RENTON STANDARDSCANOPYCANOPY CANOPY 4196 LINCOLN AVE NE, RENTON, WA 98056C: 21000838LUA: 19-000223PR: 19-000387TENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004 | Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Glen DuBreuilPhone: 425-250-058204/15/2022ILLUMINATION PLANILLUMINATION PLAN·····TRO-41-4179 T-417903TED-40-4179 TRANSPORTATION OPERATIONCBarnes 05/06/2022DEVELOPMENT ENGINEERINGmsippo 05/10/2022 IN COMPLIANCE WITH CITY OF RENTON STANDARDSCANOPYCANOPY CANOPY 4196 LINCOLN AVE NE, RENTON, WA 98056C: 21000838LUA: 19-000223PR: 19-000387TENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004 | Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Glen DuBreuilPhone: 425-250-058204/15/2022ILLUMINATION PLANILLUMINATION PLAN·····TRO-41-4179 T-417904TED-40-4179 TRANSPORTATION OPERATIONCBarnes 05/06/2022DEVELOPMENT ENGINEERINGmsippo 05/10/2022 IN COMPLIANCE WITH CITY OF RENTON STANDARDSCANOPYCANOPY CANOPY 4196 LINCOLN AVE NE, RENTON, WA 98056C: 21000838LUA: 19-000223PR: 19-000387TENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004 | Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Glen DuBreuilPhone: 425-250-058204/15/2022ILLUMINATION PLANILLUMINATION PLAN·TRO-41-4179 T-417905TED-40-4179 TRANSPORTATION OPERATIONCBarnes 05/06/2022DEVELOPMENT ENGINEERINGmsippo 05/10/2022 IN COMPLIANCE WITH CITY OF RENTON STANDARDSCANOPYCANOPY CANOPY 4196 LINCOLN AVE NE, RENTON, WA 98056C: 21000838LUA: 19-000223PR: 19-000387TENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004 | Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Glen DuBreuilPhone: 425-250-058204/15/2022ILLUMINATION PLANILLUMINATION PLANILLUMINATION DETAILSTRO-41-4179 T-417906TED-40-4179 TRANSPORTATION OPERATIONCBarnes 05/06/2022DEVELOPMENT ENGINEERINGmsippo 05/10/2022