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HomeMy WebLinkAboutP_Site Plans_CUP_201229_v2.pdfMAP CREATED BY: Date: Dec 2020Topo Basemap - ESRI Online,Transmission Line - PSEI00.25 0.5 Mile RENTON COVER PAGE/SHEET INDEX SOURCES: APPLICANT: Ryan WiederPuget Sound EnergyP.O. Box 97034, Bellevue WA 98009-9734 (425)999 - 2244 ACREAGE IN RENTON: 44.5 acresSHEET_1 ENERGIZE_EASTSIDETED-40-4140R-414000 SUBMITTED TO: Sheet Title GENERAL 1 COVER PAGE/SHEET INDEX 2 SITE PLAN/KEY MAP SITE PLANS 3 SITE PLAN (PAGE 1 OF 30) 4 SITE PLAN (PAGE 2 OF 30) 5 SITE PLAN (PAGE 3 OF 30) 6 SITE PLAN (PAGE 4 OF 30) 7 SITE PLAN (PAGE 5 OF 30) 8 SITE PLAN (PAGE 6 OF 30) 9 SITE PLAN (PAGE 7 OF 30) 10 SITE PLAN (PAGE 8 OF 30) 11 SITE PLAN (PAGE 9 OF 30) 12 SITE PLAN (PAGE 10 OF 30) 13 SITE PLAN (PAGE 11 OF 30) 14 SITE PLAN (PAGE 12 OF 30) 15 SITE PLAN (PAGE 13 OF 30) 16 SITE PLAN (PAGE 14 OF 30) 17 SITE PLAN (PAGE 15 OF 30) 18 SITE PLAN (PAGE 16 OF 30) 19 SITE PLAN (PAGE 17 OF 30) 20 SITE PLAN (PAGE 18 OF 30) 21 SITE PLAN (PAGE 19 OF 30) 22 SITE PLAN (PAGE 20 OF 30) 23 SITE PLAN (PAGE 21 OF 30) 24 SITE PLAN (PAGE 22 OF 30) 25 SITE PLAN (PAGE 23 OF 30) 26 SITE PLAN (PAGE 24 OF 30) 27 SITE PLAN (PAGE 25 OF 30) 28 SITE PLAN (PAGE 26 OF 30) 29 SITE PLAN (PAGE 27 OF 30) 30 SITE PLAN (PAGE 28 OF 30) 31 SITE PLAN (PAGE 29 OF 30) 32 SITE PLAN (PAGE 30 OF 30) 33 STRUCTURE TYPES (APPENDIX A) 34 CONSTRUCTION SCENARIOS (APPENDIX B) MITIGATION PLAN 35 TALBOT MITIGATION PLAN (SHEET 1 OF 6) 36 TALBOT PLANTING PLAN (SHEET 2 OF 6) 37 HONEY DEW CREEK HABITAT TREE PLAN (SHEET 3 OF 6) 38 PLANTING, SOIL PREP & HABITAT DETAILS (SHEET 4 OF 6) 39 PLANTING & MITIGATION NOTES (1 OF 2) (SHEET 5 OF 6) 40 PLANTING & MITIGATION NOTES (2 OF 2) (SHEET 6 OF 6) APPROVED 04/13/2021 jding PLANNING DIVISION Scott Warlick 4/13/2021 MAP CREATED BY:Path: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\Landuse_CUP\PSE_Renton_Index.mxdTopo Basemap - ESRI Online,Transmission Line - PSE ST169 ST900 §¨¦405 Renton Renton Newcastle KingCounty6 7 8 9 10 11 12 13 14 15 16 1718 1920 21 22 23 2425 2627 282930 1 2 34 5 I0 0.25 0.5 Mile RENTON SITE PLAN/KEY MAP SOURCES: APPLICANT: Ryan WiederPuget Sound EnergyP.O. Box 97034, Bellevue WA 98009-9734 (425)999 - 2244 ACREAGE IN RENTON: 44.5 acresSHEET_2 ENERGIZE_EASTSIDETED-40-4140Date: Dec 2020R-414001 SUBMITTED TO: §¨¦405 Renton Newcastle 888!(D!(D&-&-4/2 C-16A A1 4/2 C-16B A1 K i n g C o un tySE 95TH WAY0423059142 33451004453345100450 3345100470 3345100475 7788000140 K i n g C o untyC i t y o f N e w cas t leC i t y o f R enton SITE PLAN Date: Dec 2020Path: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\Landuse_CUP\PSE_Renton_CUP.mxdProject Corridor &-Proposed Pole Location !(D Existing Pole Location–To Be Removed Transmission Line - Proposed Transmission Line - Existing #*Potential Stringing Site Recommended Access- Proposed Pole Olympic UndergroundPipline (Approx. Location) Wastewater Utility Line Water Utility Line Underground Gas Utility Line Underground Phone/TV Utility Line Underground Power Utility Line Unknown Underground Utility Line Stream Wetland Wetland or Stream Buffer Landslide Hazard Landslide Hazard 50ft Buffer Steep Slope Steep Slope 50ft Buffer Erosion Hazard Parcel City Jurisdiction Boundary I220+00831 4/2 SCT10 EAST 100FT/WEST 100FT STA=221+56.71 HT=88FT ELE=325.36 400 420440 460480 340 360 380 320 300 280 260 500 520 540560 400 420440 460 480 340 360 380 320 300 280260 500 520 540560 Profile View Structure Conductor Ground Line Major Elevation Grid Major Station Grid Minor Station Grid Page 1 of 30 BASED ON PSE ENGINEERINGDESIGN REVISION NI02550 Feet 1 inch = 50 feet MAP EXTENT RENTON SOURCES: Roads and Parcels - King County (2015), Aerial- King County (2015); Streams, Wetlands and Buffers,Landslide Hazard and Buffers, and Steep Slopes andBuffers from Watershed Company (2017). For cartographic purposes only. Note:Note: Underground utility lines are surveyed in thevicinity of poles only. Existing Lake Tradition poles aren'trepresented by new conductors because they are anexisting line, and are being represented due to the polesbeing replaced.MATCHLINE SHEET: 25/7 C-16 A1 Proposed Pole Number Structure Type (See Appx. A) Construction ScenarioKey (See Appx. B) 8SHEET_3 ENERGIZE_EASTSIDETED-40-4140R-414002 Pole information is provided in the plans as follows: 0/1 Pole Number SCDE90 Engineering Pole Description 110FT Total Length of Pole (includes subsurface length for direct embed poles) STA 572+38 Survey Stationing HT=110FT ELE=63 Pole Height above-ground and Pole Base Elevation above MSL §¨¦405 Renton Newcastle88!(D!(D&-&-4/1 C-18A C1 4/1 C-18B C1 #*#*0423059069 0423059142 3345100450K i n g C o untyC i t y o f R enton SITE PLANPath: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\Landuse_CUP\PSE_Renton_CUP.mxdProject Corridor &-Proposed Pole Location !(D Existing Pole Location–To Be Removed Transmission Line - Proposed Transmission Line - Existing #*Potential Stringing Site Recommended Access- Proposed Pole Olympic UndergroundPipline (Approx. Location) Wastewater Utility Line Water Utility Line Underground Gas Utility Line Underground Phone/TV Utility Line Underground Power Utility Line Unknown Underground Utility Line Stream Wetland Wetland or Stream Buffer Landslide Hazard Landslide Hazard 50ft Buffer Steep Slope Steep Slope 50ft Buffer Erosion Hazard Parcel City Jurisdiction Boundary I215+00210+00501 831 4/1 SCDE60 EAST 072FT/WEST 072FT STA=213+1.0 HT=72FT ELE=449.25 400 420 440460 480 340 360 380 320 500 520 540560 580 600 Profile View Structure Conductor Ground Line Major Elevation Grid Major Station Grid Minor Station Grid Page 2 of 30 BASED ON PSE ENGINEERINGDESIGN REVISION NI02550 Feet 1 inch = 50 feet MAP EXTENT RENTON SOURCES: Roads and Parcels - King County (2015), Aerial- King County (2015); Streams, Wetlands and Buffers,Landslide Hazard and Buffers, and Steep Slopes andBuffers from Watershed Company (2017). For cartographic purposes only. Note:Note: Underground utility lines are surveyed in thevicinity of poles only. Existing Lake Tradition poles aren'trepresented by new conductors because they are anexisting line, and are being represented due to the polesbeing replaced.MATCHLINE SHEET: 1MATCHLINE SHEET: 35/7 C-16 A1 Proposed Pole Number Structure Type (See Appx. A) Construction ScenarioKey (See Appx. B) R-414003SHEET_4 ENERGIZE_EASTSIDETED-40-4140Date: Dec 2020 §¨¦405 Renton Newcastle 888888!(D!(D!(D!(D!(D&-&-&-&-&-3/9 C-17B C1 3/10 C-2A C1 3/10 C-2B C1 4/1C-18AC1 #*S E 1 0 0 T H S T N E 2 4 T H S T 0423059002 0423059069 0423059142 0423059282 0423059313 04280000100428000015 0428000020 0428000290 K i n g C o unty C i t y o f R e n t o n SITE PLANPath: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\Landuse_CUP\PSE_Renton_CUP.mxdProject Corridor &-Proposed Pole Location !(D Existing Pole Location–To Be Removed Transmission Line - Proposed Transmission Line - Existing #*Potential Stringing Site Recommended Access- Proposed Pole Olympic UndergroundPipline (Approx. Location) Wastewater Utility Line Water Utility Line Underground Gas Utility Line Underground Phone/TV Utility Line Underground Power Utility Line Unknown Underground Utility Line Stream Wetland Wetland or Stream Buffer Landslide Hazard Landslide Hazard 50ft Buffer Steep Slope Steep Slope 50ft Buffer Erosion Hazard Parcel City Jurisdiction Boundary I210+00501 205+00418 3/10 SCA15 EAST 095FT/WEST 095FT STA=208+1.11 HT=95FT ELE=450.50 400 420 440 460 480 380 500 520 540560 580 600 620 640 660680 Profile View Structure Conductor Ground Line Major Elevation Grid Major Station Grid Minor Station Grid Page 3 of 30 BASED ON PSE ENGINEERINGDESIGN REVISION NI02550 Feet 1 inch = 50 feet MAP EXTENT RENTON SOURCES: Roads and Parcels - King County (2015), Aerial- King County (2015); Streams, Wetlands and Buffers,Landslide Hazard and Buffers, and Steep Slopes andBuffers from Watershed Company (2017). For cartographic purposes only. Note:Note: Underground utility lines are surveyed in thevicinity of poles only. Existing Lake Tradition poles aren'trepresented by new conductors because they are anexisting line, and are being represented due to the polesbeing replaced.MATCHLINE SHEET: 2MATCHLINE SHEET: 45/7 C-16 A1 Proposed Pole Number Structure Type (See Appx. A) Construction ScenarioKey (See Appx. B) 3/9 SCHDE5 EAST 050FT/WEST 050FT STA=203+76.41 HT=50FT ELE=440.87 R-414004W ( E )W (E )W ( E )W (E )W ( E )W (E )W (E )W ( E )W (E )W ( E )W (E )SHEET_5 ENERGIZE_EASTSIDETED-40-4140Date: Dec 2020 3/9 C-17A C1 PROTECT WATER MAIN IN PLACE DURING POLE REMOVAL §¨¦405 Renton Newcastle 888!(D!(D!(D!(D&-&-&-&-&-3/7 C-1 A1 3/8 C-17B C1 3/9 C-17A C1 3/9 C-17B C1 S E 1 0 0 T H S T 126TH AVE SE0423059002 04280000200428000025 0428000095 04280000950428000100 0428000105 0428000155 0428000160 0428000165 0428000190 04280002000428000205 0428000210 0428000290 0428000290 0428100530 3449820290 3449820300 3449820310 3449820320 K i n g C o untyC i t y o f R enton SITE PLANPath: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\Landuse_CUP\PSE_Renton_CUP.mxdProject Corridor &-Proposed Pole Location !(D Existing Pole Location–To Be Removed Transmission Line - Proposed Transmission Line - Existing #*Potential Stringing Site Recommended Access- Proposed Pole Olympic UndergroundPipline (Approx. Location) Wastewater Utility Line Water Utility Line Underground Gas Utility Line Underground Phone/TV Utility Line Underground Power Utility Line Unknown Underground Utility Line Stream Wetland Wetland or Stream Buffer Landslide Hazard Landslide Hazard 50ft Buffer Steep Slope Steep Slope 50ft Buffer Erosion Hazard Parcel City Jurisdiction Boundary I200+00361239 3/9 SCHDE5 EAST 050FT/WEST 050FT STA=203+76.41 HT=50FT ELE=440.87 3/8 SCHDE5 STA=200+3.60 EAST 050FT/WEST 050FT ELE = 438.00 3/7 DCT2D 90FT STA=197+97.16 HT=77FT ELE=444.87 400 420440 460480 380 500 520 540560 580600 620 640 660 Profile View Structure Conductor Ground Line Major Elevation Grid Major Station Grid Minor Station Grid Page 4 of 30 BASED ON PSE ENGINEERINGDESIGN REVISION NI02550 Feet 1 inch = 50 feet MAP EXTENT RENTON SOURCES: Roads and Parcels - King County (2015), Aerial- King County (2015); Streams, Wetlands and Buffers,Landslide Hazard and Buffers, and Steep Slopes andBuffers from Watershed Company (2017). For cartographic purposes only. Note:Note: Underground utility lines are surveyed in thevicinity of poles only. Existing Lake Tradition poles aren'trepresented by new conductors because they are anexisting line, and are being represented due to the polesbeing replaced.MATCHLINE SHEET: 3MATCHLINE SHEET: 55/7 C-16 A1 Proposed Pole Number Structure Type (See Appx. A) Construction ScenarioKey (See Appx. B) R-414005 W (E) W (E) W (E) W (E) W (E) W (E) W (E) W (E) W (E) W (E) W (E) W (E) W (E) W (E) W (E) W (E) W (E)SHEET_6 ENERGIZE_EASTSIDETED-40-4140Date: Dec 2020 3/8 C-17A C1 PROTECT WATER MAIN IN PLACE DURING POLE INSTALLATION §¨¦405 Renton Newcastle8!(D!(D&-3/6 C-1 A1 NE21STS T NEW P ORT OLYMPIAAVENE0423059035 0428100530 0428100540 0428100545 3449820140 3449820150 3449820160 3449820170 3449820190 3449820200 3449820210 3449820220 34498202303449820240 3449820250 3449820260 3449820270 3449820280 3449820460 3449820470 SITE PLANPath: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\Landuse_CUP\PSE_Renton_CUP.mxdProject Corridor &-Proposed Pole Location !(D Existing Pole Location–To Be Removed Transmission Line - Proposed Transmission Line - Existing #*Potential Stringing Site Recommended Access- Proposed Pole Olympic UndergroundPipline (Approx. Location) Wastewater Utility Line Water Utility Line Underground Gas Utility Line Underground Phone/TV Utility Line Underground Power Utility Line Unknown Underground Utility Line Stream Wetland Wetland or Stream Buffer Landslide Hazard Landslide Hazard 50ft Buffer Steep Slope Steep Slope 50ft Buffer Erosion Hazard Parcel City Jurisdiction Boundary I 195+00190+00615 3/6 DCT2D 95FT STA=191+72.13 HT=80FT ELE=401.63 852 400 420440 460480 380 500 520 540560 580600 400 420 440 460480 340 360380 320300 500 520 540560 580600 Profile View Structure Conductor Ground Line Major Elevation Grid Major Station Grid Minor Station Grid Page 5 of 30 BASED ON PSE ENGINEERINGDESIGN REVISION NI02550 Feet 1 inch = 50 feet MAP EXTENT RENTON SOURCES: Roads and Parcels - King County (2015), Aerial- King County (2015); Streams, Wetlands and Buffers,Landslide Hazard and Buffers, and Steep Slopes andBuffers from Watershed Company (2017). For cartographic purposes only. Note:Note: Underground utility lines are surveyed in thevicinity of poles only. Existing Lake Tradition poles aren'trepresented by new conductors because they are anexisting line, and are being represented due to the polesbeing replaced.MATCHLINE SHEET: 4MATCHLINE SHEET: 65/7 C-16 A1 Proposed Pole Number Structure Type (See Appx. A) Construction ScenarioKey (See Appx. B) 340 360 320300 R-414006W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E) W (E) W (E) W (E) W (E) W (E)W (E)SHEET_7 ENERGIZE_EASTSIDETED-40-4140Date: Dec 2020 PROTECT WATER MAIN AND SEWER LINE IN PLACE DURING POLE REMOVAL SIDEWALKS SHALL BE RESTORED TO CITY OF RENTON TRENCH AND RESTORATION STANDARDS. §¨¦405 Renton Newcastle 8 8 !(D!(D&-&-3/5 C-18A C1 3/5 C-18B C1#*#*MR01(Honey Creek)Type F 0423059035 0423059342 3888320090 SITE PLANPath: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\Landuse_CUP\PSE_Renton_CUP.mxdProject Corridor &-Proposed Pole Location !(D Existing Pole Location–To Be Removed Transmission Line - Proposed Transmission Line - Existing #*Potential Stringing Site Recommended Access- Proposed Pole Olympic UndergroundPipline (Approx. Location) Wastewater Utility Line Water Utility Line Underground Gas Utility Line Underground Phone/TV Utility Line Underground Power Utility Line Unknown Underground Utility Line Stream Wetland Wetland or Stream Buffer Landslide Hazard Landslide Hazard 50ft Buffer Steep Slope Steep Slope 50ft Buffer Erosion Hazard Parcel City Jurisdiction Boundary I185+00852 3/5 SCDE60 EAST 090FT/WEST 090FT STA=183+20.03 HT=90FT ELE=403.89 400 420440 460480 340 360380 320300 280 260 500520 240 400 420440460 480 340 360380 320 300 280 260 500 520 240 Profile View Structure Conductor Ground Line Major Elevation Grid Major Station Grid Minor Station Grid Page 6 of 30 BASED ON PSE ENGINEERINGDESIGN REVISION NI02550 Feet 1 inch = 50 feet MAP EXTENT RENTON SOURCES: Roads and Parcels - King County (2015), Aerial- King County (2015); Streams, Wetlands and Buffers,Landslide Hazard and Buffers, and Steep Slopes andBuffers from Watershed Company (2017). For cartographic purposes only. Note:Note: Underground utility lines are surveyed in thevicinity of poles only. Existing Lake Tradition poles aren'trepresented by new conductors because they are anexisting line, and are being represented due to the polesbeing replaced.MATCHLINE SHEET: 5MATCHLINE SHEET: 75/7 C-16 A1 Proposed Pole Number Structure Type (See Appx. A) Construction ScenarioKey (See Appx. B) R-414007SHEET_8 ENERGIZE_EASTSIDETED-40-4140Date: Dec 2020 REFER TO SHEETS 33-38 FOR MITIGATION ON PARCELS 0423059035 AND 04230590342. §¨¦405 Renton Newcastle 8 8 !(D!(D&-3/4 C-1 A1 NE15 TH S T0423059023 0423059097 0423059269 0423059342 SITE PLANPath: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\Landuse_CUP\PSE_Renton_CUP.mxdProject Corridor &-Proposed Pole Location !(D Existing Pole Location–To Be Removed Transmission Line - Proposed Transmission Line - Existing #*Potential Stringing Site Recommended Access- Proposed Pole Olympic UndergroundPipline (Approx. Location) Wastewater Utility Line Water Utility Line Underground Gas Utility Line Underground Phone/TV Utility Line Underground Power Utility Line Unknown Underground Utility Line Stream Wetland Wetland or Stream Buffer Landslide Hazard Landslide Hazard 50ft Buffer Steep Slope Steep Slope 50ft Buffer Erosion Hazard Parcel City Jurisdiction Boundary I180+00175+00672 3/4 SCDE60 105FT STA=176+67.86 HT=91FT ELE=397.38 400 420440 460 480 340 360380 320 300 500520 540560 580600 400 420 440 460480 340 360380 320300 500 520 540560 580600 Profile View Structure Conductor Ground Line Major Elevation Grid Major Station Grid Minor Station Grid Page 7 of 30 BASED ON PSE ENGINEERINGDESIGN REVISION NI02550 Feet 1 inch = 50 feet MAP EXTENT RENTON SOURCES: Roads and Parcels - King County (2015), Aerial- King County (2015); Streams, Wetlands and Buffers,Landslide Hazard and Buffers, and Steep Slopes andBuffers from Watershed Company (2017). For cartographic purposes only. Note:Note: Underground utility lines are surveyed in thevicinity of poles only. Existing Lake Tradition poles aren'trepresented by new conductors because they are anexisting line, and are being represented due to the polesbeing replaced.MATCHLINE SHEET: 6MATCHLINE SHEET: 85/7 C-16 A1 Proposed Pole Number Structure Type (See Appx. A) Construction ScenarioKey (See Appx. B) R-414008W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E) W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)SHEET_9 ENERGIZE_EASTSIDETED-40-4140Date: Dec 2020 PROTECT WATER MAIN IN PLACE DURING POLE REMOVAL §¨¦405 Renton Newcastle8888!(D!(D!(D!(D&-&-3/2 C-1 C1 3/3 C-1 C1 SR 9 0 0 0423059080 0423059097 0423059127 0423059145 0423059153 0423059269 SITE PLANPath: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\Landuse_CUP\PSE_Renton_CUP.mxdProject Corridor &-Proposed Pole Location !(D Existing Pole Location–To Be Removed Transmission Line - Proposed Transmission Line - Existing #*Potential Stringing Site Recommended Access- Proposed Pole Olympic UndergroundPipline (Approx. Location) Wastewater Utility Line Water Utility Line Underground Gas Utility Line Underground Phone/TV Utility Line Underground Power Utility Line Unknown Underground Utility Line Stream Wetland Wetland or Stream Buffer Landslide Hazard Landslide Hazard 50ft Buffer Steep Slope Steep Slope 50ft Buffer Erosion Hazard Parcel City Jurisdiction Boundary I170+00536401 3/3 DCA15 100FT STA=171+22.20 HT=100FT ELE=389.41 3/2 DCA15 090FT STA=167+21.64 HT=90FT ELE=391.71 400 420440 460 480 340 360 380 320300 500 520 540560 580600 400 420 440 460480 340 360380 320300 500 520 540560 580600 Profile View Structure Conductor Ground Line Major Elevation Grid Major Station Grid Minor Station Grid Page 8 of 30 BASED ON PSE ENGINEERINGDESIGN REVISION NI02550 Feet 1 inch = 50 feet MAP EXTENT RENTON SOURCES: Roads and Parcels - King County (2015), Aerial- King County (2015); Streams, Wetlands and Buffers,Landslide Hazard and Buffers, and Steep Slopes andBuffers from Watershed Company (2017). For cartographic purposes only. Note:Note: Underground utility lines are surveyed in thevicinity of poles only. Existing Lake Tradition poles aren'trepresented by new conductors because they are anexisting line, and are being represented due to the polesbeing replaced.MATCHLINE SHEET: 7MATCHLINE SHEET: 95/7 C-16 A1 Proposed Pole Number Structure Type (See Appx. A) Construction ScenarioKey (See Appx. B) R-414009 W ( E ) W ( E ) W ( E ) W ( E ) W ( E ) W ( E ) W ( E ) W ( E )W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)M SHEET_10 ENERGIZE_EASTSIDETED-40-4140Date: Dec 2020 PROTECT WATER MAIN AND HYDRANT IN PLACE DURING POLE REMOVAL PROTECT WATER MAIN, HYDRANT, AND WATER METER IN PLACE DURING POLE REMOVAL §¨¦405 Renton Newcastle8!(D!(D&-3/1 C-1 A1 NE 12TH STLYNNWOOD AVE NE MONROE AVE NE 0423059096 0423059127 0423059169 0423059182 0423059316 0423059317 77361000057736100009773610001077361000157736100016 7801300000 SITE PLANPath: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\Landuse_CUP\PSE_Renton_CUP.mxdProject Corridor &-Proposed Pole Location !(D Existing Pole Location–To Be Removed Transmission Line - Proposed Transmission Line - Existing #*Potential Stringing Site Recommended Access- Proposed Pole Olympic UndergroundPipline (Approx. Location) Wastewater Utility Line Water Utility Line Underground Gas Utility Line Underground Phone/TV Utility Line Underground Power Utility Line Unknown Underground Utility Line Stream Wetland Wetland or Stream Buffer Landslide Hazard Landslide Hazard 50ft Buffer Steep Slope Steep Slope 50ft Buffer Erosion Hazard Parcel City Jurisdiction Boundary I 165+00160+00564458 3/1 DCT2 125FT STA=161+67.96 HT=109FT ELE=383.42 400 420 440 460480 340 360380 320 500 520 540 560 580 600 400 420440 460480 340 360380 320 500 520 540560 580 600 Profile View Structure Conductor Ground Line Major Elevation Grid Major Station Grid Minor Station Grid Page 9 of 30 BASED ON PSE ENGINEERINGDESIGN REVISION NI02550 Feet 1 inch = 50 feet MAP EXTENT RENTON SOURCES: Roads and Parcels - King County (2015), Aerial- King County (2015); Streams, Wetlands and Buffers,Landslide Hazard and Buffers, and Steep Slopes andBuffers from Watershed Company (2017). For cartographic purposes only. Note:Note: Underground utility lines are surveyed in thevicinity of poles only. Existing Lake Tradition poles aren'trepresented by new conductors because they are anexisting line, and are being represented due to the polesbeing replaced.MATCHLINE SHEET: 8MATCHLINE SHEET: 105/7 C-16 A1 Proposed Pole Number Structure Type (See Appx. A) Construction ScenarioKey (See Appx. B) R-414010W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E )W (E)SHEET_11 ENERGIZE_EASTSIDETED-40-4140Date: Dec 2020 PROTECT WATER MAIN AND HYDRANT IN PLACE DURING POLE REMOVAL §¨¦405 Renton Newcastle 8 8 !(D!(D!(D!(D&-&-2/9 C-1 A1 2/10 C-1 A1#*MONROE AVE NE LYNNWOOD AVE NE 28548000302854800035285480004028548000452854800050 2854800055 2854800060 2854800065 285480007028548000752854800080 7227900028 7227900030 7801300000 SITE PLANPath: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\Landuse_CUP\PSE_Renton_CUP.mxdProject Corridor &-Proposed Pole Location !(D Existing Pole Location–To Be Removed Transmission Line - Proposed Transmission Line - Existing #*Potential Stringing Site Recommended Access- Proposed Pole Olympic UndergroundPipline (Approx. Location) Wastewater Utility Line Water Utility Line Underground Gas Utility Line Underground Phone/TV Utility Line Underground Power Utility Line Unknown Underground Utility Line Stream Wetland Wetland or Stream Buffer Landslide Hazard Landslide Hazard 50ft Buffer Steep Slope Steep Slope 50ft Buffer Erosion Hazard Parcel City Jurisdiction Boundary I155+00525 2/10 DCT2 100FT STA=156+96.08 HT=86FT ELE=390.15 2/9 DCT2 100FT STA=151+75.53 HT=86FT ELE=397.22 400 420440 460480 340 360380 320 500 520 540560 580 600620 400 420440 460 480 340 360380 320 500 520540 560580 600620 Profile View Structure Conductor Ground Line Major Elevation Grid Major Station Grid Minor Station Grid Page 10 of 30 BASED ON PSE ENGINEERINGDESIGN REVISION NI02550 Feet 1 inch = 50 feet MAP EXTENT RENTON SOURCES: Roads and Parcels - King County (2015), Aerial- King County (2015); Streams, Wetlands and Buffers,Landslide Hazard and Buffers, and Steep Slopes andBuffers from Watershed Company (2017). For cartographic purposes only. Note:Note: Underground utility lines are surveyed in thevicinity of poles only. Existing Lake Tradition poles aren'trepresented by new conductors because they are anexisting line, and are being represented due to the polesbeing replaced.MATCHLINE SHEET: 9MATCHLINE SHEET: 115/7 C-16 A1 Proposed Pole Number Structure Type (See Appx. A) Construction ScenarioKey (See Appx. B) R-414011SHEET_12 ENERGIZE_EASTSIDETED-40-4140Date: Dec 2020 §¨¦405 Renton Newcastle 8 !(D!(D&-2/8 C-1 A1NE10THST MONROE AVE NE 2854800080 2854800085285480009028548000952854800100 2854800105 2854800110 2854800115 2854800120 2854800125 7227900028 7809000005780900001078090000157809000020 7809200005 780920001078092000157809200020 SITE PLANPath: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\Landuse_CUP\PSE_Renton_CUP.mxd&-Proposed Pole Location !(D Existing Pole Location–To Be Removed Transmission Line - Proposed Transmission Line - Existing #*Potential Stringing Site Recommended Access- Proposed Pole Olympic UndergroundPipline (Approx. Location) Wastewater Utility Line Water Utility Line Underground Gas Utility Line Underground Phone/TV Utility Line Underground Power Utility Line Unknown Underground Utility Line Stream Wetland Wetland or Stream Buffer Landslide Hazard Landslide Hazard 50ft Buffer Steep Slope Steep Slope 50ft Buffer Erosion Hazard Parcel City Jurisdiction Boundary I 150+00145+00533542 2/8 DCT2 110FT STA=146+42.17 HT=95FT ELE=393.88 400 420440 460 480 340 360380 500 520540 560580 600620 400 420440 460 480 340 360 380 500 520 540560 580 600620 Profile View Structure Conductor Ground Line Major Elevation Grid Major Station Grid Minor Station Grid Page 11 of 30 BASED ON PSE ENGINEERINGDESIGN REVISION NI02550 Feet 1 inch = 50 feet MAP EXTENT RENTON SOURCES: Roads and Parcels - King County (2015), Aerial- King County (2015); Streams, Wetlands and Buffers,Landslide Hazard and Buffers, and Steep Slopes andBuffers from Watershed Company (2017). For cartographic purposes only. Note:Note: Underground utility lines are surveyed in thevicinity of poles only. Existing Lake Tradition poles aren'trepresented by new conductors because they are anexisting line, and are being represented due to the polesbeing replaced.MATCHLINE SHEET: 10MATCHLINE SHEET: 125/7 C-16 A1 Proposed Pole Number Structure Type (See Appx. A) Construction ScenarioKey (See Appx. B) Project Corridor R-414012SHEET_13 ENERGIZE_EASTSIDETED-40-4140Date: Dec 2020 PROTECT WATER MAIN IN PLACE DURING POLE INSTALLATION AND POLE REMOVALS §¨¦405 Renton Newcastle!(D!(D&-2/7 C-1 A1 NE 8TH STNE 7TH CTMONROE AVE NE 7809000025780900003078090000357809000040780900004578090000507809000055 780920002078092000257809200030780920003578092000407809200045780920005078092000557809200060780920006578092000707809200075 SITE PLANPath: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\Landuse_CUP\PSE_Renton_CUP.mxdProject Corridor &-Proposed Pole Location !(D Existing Pole Location–To Be Removed Transmission Line - Proposed Transmission Line - Existing #*Potential Stringing Site Recommended Access- Proposed Pole Olympic UndergroundPipline (Approx. Location) Wastewater Utility Line Water Utility Line Underground Gas Utility Line Underground Phone/TV Utility Line Underground Power Utility Line Unknown Underground Utility Line Stream Wetland Wetland or Stream Buffer Landslide Hazard Landslide Hazard 50ft Buffer Steep Slope Steep Slope 50ft Buffer Erosion Hazard Parcel City Jurisdiction Boundary I140+00615 542 2/7 DCT2 110FT STA=140+98.42 HT=95FT ELE=394.84 400 420440 460480 340 360 380 500 520 540560 580 600620 400 420 440 460 480 340360 380 500520 540 560 580 600620 Profile View Structure Conductor Ground Line Major Elevation Grid Major Station Grid Minor Station Grid Page 12 of 30 BASED ON PSE ENGINEERINGDESIGN REVISION NI02550 Feet 1 inch = 50 feet MAP EXTENT RENTON SOURCES: Roads and Parcels - King County (2015), Aerial- King County (2015); Streams, Wetlands and Buffers,Landslide Hazard and Buffers, and Steep Slopes andBuffers from Watershed Company (2017). For cartographic purposes only. Note:Note: Underground utility lines are surveyed in thevicinity of poles only. Existing Lake Tradition poles aren'trepresented by new conductors because they are anexisting line, and are being represented due to the polesbeing replaced.MATCHLINE SHEET: 11MATCHLINE SHEET: 135/7 C-16 A1 Proposed Pole Number Structure Type (See Appx. A) Construction ScenarioKey (See Appx. B) R-414013SHEET_14 ENERGIZE_EASTSIDETED-40-4140Date: Dec 2020 PROTECT WATER SERVICE (2 PRIVATE WATER SERVICE LINES) IN PLACE DURING POLE INSTALLATION AND POLE REMOVALS §¨¦405 Renton Newcastle 8 8 888!(D!(D!(D!(D&-&-2/5 C-1 A1 2/6 C-1 A1NE 7TH STNE 7TH PLMONROE AVE NE 7227800425 7227800426 7809200080 SITE PLANPath: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\Landuse_CUP\PSE_Renton_CUP.mxdProject Corridor &-Proposed Pole Location !(D Existing Pole Location–To Be Removed Transmission Line - Proposed Transmission Line - Existing #*Potential Stringing Site Recommended Access- Proposed Pole Olympic UndergroundPipline (Approx. Location) Wastewater Utility Line Water Utility Line Underground Gas Utility Line Underground Phone/TV Utility Line Underground Power Utility Line Unknown Underground Utility Line Stream Wetland Wetland or Stream Buffer Landslide Hazard Landslide Hazard 50ft Buffer Steep Slope Steep Slope 50ft Buffer Erosion Hazard Parcel City Jurisdiction Boundary I 135+00130+00601 2/6 DCT2 115FT STA=134+85.06 HT=100FT ELE=386.81 2/5 DCT2 100FT STA=128+84.48 HT=86FT ELE=378.68 400 420 440 460 480 340360 380 320 500520 540 560 580 400 420 440 460 480 340 360380 320 300 500 520 540 560 580 Profile View Structure Conductor Ground Line Major Elevation Grid Major Station Grid Minor Station Grid Page 13 of 30 BASED ON PSE ENGINEERINGDESIGN REVISION NI02550 Feet 1 inch = 50 feet MAP EXTENT RENTON SOURCES: Roads and Parcels - King County (2015), Aerial- King County (2015); Streams, Wetlands and Buffers,Landslide Hazard and Buffers, and Steep Slopes andBuffers from Watershed Company (2017). For cartographic purposes only. Note:Note: Underground utility lines are surveyed in thevicinity of poles only. Existing Lake Tradition poles aren'trepresented by new conductors because they are anexisting line, and are being represented due to the polesbeing replaced.MATCHLINE SHEET: 12MATCHLINE SHEET: 145/7 C-16 A1 Proposed Pole Number Structure Type (See Appx. A) Construction ScenarioKey (See Appx. B) 300 R-414014SHEET_15 ENERGIZE_EASTSIDETED-40-4140Date: Dec 2020 §¨¦405 Renton Newcastle8!(D!(D&-2/4 C-1 C1 NE 6TH PLNE 6TH STRENTON TECH ACRD MONROE AVE NE 7227800425 SITE PLANPath: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\Landuse_CUP\PSE_Renton_CUP.mxdProject Corridor &-Proposed Pole Location !(D Existing Pole Location–To Be Removed Transmission Line - Proposed Transmission Line - Existing #*Potential Stringing Site Recommended Access- Proposed Pole Olympic UndergroundPipline (Approx. Location) Wastewater Utility Line Water Utility Line Underground Gas Utility Line Underground Phone/TV Utility Line Underground Power Utility Line Unknown Underground Utility Line Stream Wetland Wetland or Stream Buffer Landslide Hazard Landslide Hazard 50ft Buffer Steep Slope Steep Slope 50ft Buffer Erosion Hazard Parcel City Jurisdiction Boundary I125+00120+00598 594 2/4 DCA15 085FT STA=122+86.01 HT=85FT ELE=378.32 400 420 440 460 480 340 360380 320 300280 500 520 540 560 Profile View Structure Conductor Ground Line Major Elevation Grid Major Station Grid Minor Station Grid Page 14 of 30 BASED ON PSE ENGINEERINGDESIGN REVISION NI02550 Feet 1 inch = 50 feet MAP EXTENT RENTON SOURCES: Roads and Parcels - King County (2015), Aerial- King County (2015); Streams, Wetlands and Buffers,Landslide Hazard and Buffers, and Steep Slopes andBuffers from Watershed Company (2017). For cartographic purposes only. Note:Note: Underground utility lines are surveyed in thevicinity of poles only. Existing Lake Tradition poles aren'trepresented by new conductors because they are anexisting line, and are being represented due to the polesbeing replaced.MATCHLINE SHEET: 13MATCHLINE SHEET: 155/7 C-16 A1 Proposed Pole Number Structure Type (See Appx. A) Construction ScenarioKey (See Appx. B) R-414015W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)SHEET_16 ENERGIZE_EASTSIDETED-40-4140Date: Dec 2020 §¨¦405 Renton Newcastle88!(D!(D&-2/3 C-1 A1 M ONRO E AVE NE RENTON TEC H A C R D722780042527800500 SITE PLANPath: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\Landuse_CUP\PSE_Renton_CUP.mxdProject Corridor &-Proposed Pole Location !(D Existing Pole Location–To Be Removed Transmission Line - Proposed Transmission Line - Existing #*Potential Stringing Site Recommended Access- Proposed Pole Olympic UndergroundPipline (Approx. Location) Wastewater Utility Line Water Utility Line Underground Gas Utility Line Underground Phone/TV Utility Line Underground Power Utility Line Unknown Underground Utility Line Stream Wetland Wetland or Stream Buffer Landslide Hazard Landslide Hazard 50ft Buffer Steep Slope Steep Slope 50ft Buffer Erosion Hazard Parcel City Jurisdiction Boundary I 120+00594 115+00652 2/3 DCT2 110FT STA=116+81.81 HT=95FT ELE=341.54 400 420 440 460 480 340 360380 320 300 280 500 520 540 560 Profile View Structure Conductor Ground Line Major Elevation Grid Major Station Grid Minor Station Grid Page 15 of 30 BASED ON PSE ENGINEERINGDESIGN REVISION NI02550 Feet 1 inch = 50 feet MAP EXTENT RENTON SOURCES: Roads and Parcels - King County (2015), Aerial- King County (2015); Streams, Wetlands and Buffers,Landslide Hazard and Buffers, and Steep Slopes andBuffers from Watershed Company (2017). For cartographic purposes only. Note:Note: Underground utility lines are surveyed in thevicinity of poles only. Existing Lake Tradition poles aren'trepresented by new conductors because they are anexisting line, and are being represented due to the polesbeing replaced.MATCHLINE SHEET: 14MATCHLINE SHEET: 165/7 C-16 A1 Proposed Pole Number Structure Type (See Appx. A) Construction ScenarioKey (See Appx. B) R-414016 W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)SHEET_17 ENERGIZE_EASTSIDETED-40-4140Date: Dec 2020 PROTECT WATER MAIN AND HYDRANT IN PLACE DURING POLE REMOVAL §¨¦405 Renton Newcastle88!(D!(D!(D!(D&-&-&-2/1 C-18A C12/1 C-18B C1 2/2 C-1 C1#*NE 4TH STRENTON TECH ACRD 1623059058 1623059059 1623059111 1623059112 7227800500 SITE PLANPath: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\Landuse_CUP\PSE_Renton_CUP.mxdProject Corridor &-Proposed Pole Location !(D Existing Pole Location–To Be Removed Transmission Line - Proposed Transmission Line - Existing #*Potential Stringing Site Recommended Access- Proposed Pole Olympic UndergroundPipline (Approx. Location) Wastewater Utility Line Water Utility Line Underground Gas Utility Line Underground Phone/TV Utility Line Underground Power Utility Line Unknown Underground Utility Line Stream Wetland Wetland or Stream Buffer Landslide Hazard Landslide Hazard 50ft Buffer Steep Slope Steep Slope 50ft Buffer Erosion Hazard Parcel City Jurisdiction Boundary I110+00281 2/2 DCA15D 115FT STA=110+39.98 HT=115FT ELE=340.44 2/1 SCDE30 EAST 100FT/WEST 100FT STA=107+58.76 HT=100FT ELE=339.96 105+00400 420 440 460 480 340 360380 320300 280 500 520 540 260 400420440 460 480 340 360 380 320300 280 260 500520 540 Profile View Structure Conductor Ground Line Major Elevation Grid Major Station Grid Minor Station Grid Page 16 of 30 BASED ON PSE ENGINEERINGDESIGN REVISION NI02550 Feet 1 inch = 50 feet MAP EXTENT RENTON SOURCES: Roads and Parcels - King County (2015), Aerial- King County (2015); Streams, Wetlands and Buffers,Landslide Hazard and Buffers, and Steep Slopes andBuffers from Watershed Company (2017). For cartographic purposes only. Note:Note: Underground utility lines are surveyed in thevicinity of poles only. Existing Lake Tradition poles aren'trepresented by new conductors because they are anexisting line, and are being represented due to the polesbeing replaced.MATCHLINE SHEET: 15MATCHLINE SHEET: 175/7 C-16 A1 Proposed Pole Number Structure Type (See Appx. A) Construction ScenarioKey (See Appx. B) R-414017SHEET_18 ENERGIZE_EASTSIDETED-40-4140Date: Dec 2020 §¨¦405 Renton Newcastle!(D!(D&-1/7 C-1 A1 1434000010 1434000012 1434000020 1623059059 SITE PLANPath: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\Landuse_CUP\PSE_Renton_CUP.mxdProject Corridor &-Proposed Pole Location !(D Existing Pole Location–To Be Removed Transmission Line - Proposed Transmission Line - Existing #*Potential Stringing Site Recommended Access- Proposed Pole Olympic UndergroundPipline (Approx. Location) Wastewater Utility Line Water Utility Line Underground Gas Utility Line Underground Phone/TV Utility Line Underground Power Utility Line Unknown Underground Utility Line Stream Wetland Wetland or Stream Buffer Landslide Hazard Landslide Hazard 50ft Buffer Steep Slope Steep Slope 50ft Buffer Erosion Hazard Parcel City Jurisdiction Boundary I 105+00100+00755 1/7 DCT2D 105FT STA=100+3.83 HT=91FT ELE=331.93 400 420 440 460 480 340 360380 320 300 280260 500520 540 Profile View Structure Conductor Ground Line Major Elevation Grid Major Station Grid Minor Station Grid Page 17 of 30 BASED ON PSE ENGINEERINGDESIGN REVISION NI02550 Feet 1 inch = 50 feet MAP EXTENT RENTON SOURCES: Roads and Parcels - King County (2015), Aerial- King County (2015); Streams, Wetlands and Buffers,Landslide Hazard and Buffers, and Steep Slopes andBuffers from Watershed Company (2017). For cartographic purposes only. Note:Note: Underground utility lines are surveyed in thevicinity of poles only. Existing Lake Tradition poles aren'trepresented by new conductors because they are anexisting line, and are being represented due to the polesbeing replaced.MATCHLINE SHEET: 16MATCHLINE SHEET: 185/7 C-16 A1 Proposed Pole Number Structure Type (See Appx. A) Construction ScenarioKey (See Appx. B) R-414018SHEET_19 ENERGIZE_EASTSIDETED-40-4140Date: Dec 2020 §¨¦405 Renton Newcastle!(D!(D&-1/6 C-1 A1 1434000010 1434000020 1623059133 SITE PLANPath: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\Landuse_CUP\PSE_Renton_CUP.mxdProject Corridor &-Proposed Pole Location !(D Existing Pole Location–To Be Removed Transmission Line - Proposed Transmission Line - Existing #*Potential Stringing Site Recommended Access- Proposed Pole Olympic UndergroundPipline (Approx. Location) Wastewater Utility Line Water Utility Line Underground Gas Utility Line Underground Phone/TV Utility Line Underground Power Utility Line Unknown Underground Utility Line Stream Wetland Wetland or Stream Buffer Landslide Hazard Landslide Hazard 50ft Buffer Steep Slope Steep Slope 50ft Buffer Erosion Hazard Parcel City Jurisdiction Boundary I95+0090+00673585 1/6 DCT2 105FT STA=93+31.08 HT=91FT ELE=337.03 400 420 440 460 480 340 360380 320 300 280260 500520 540 400 420 440 460 480 340 360 380 320 300 280260 500520 540 300 280260 Profile View Structure Conductor Ground Line Major Elevation Grid Major Station Grid Minor Station Grid Page 18 of 30 BASED ON PSE ENGINEERINGDESIGN REVISION NI02550 Feet 1 inch = 50 feet MAP EXTENT RENTON SOURCES: Roads and Parcels - King County (2015), Aerial- King County (2015); Streams, Wetlands and Buffers,Landslide Hazard and Buffers, and Steep Slopes andBuffers from Watershed Company (2017). For cartographic purposes only. Note:Note: Underground utility lines are surveyed in thevicinity of poles only. Existing Lake Tradition poles aren'trepresented by new conductors because they are anexisting line, and are being represented due to the polesbeing replaced.MATCHLINE SHEET: 17MATCHLINE SHEET: 195/7 C-16 A1 Proposed Pole Number Structure Type (See Appx. A) Construction ScenarioKey (See Appx. B) R-414019SHEET_20 ENERGIZE_EASTSIDETED-40-4140Date: Dec 2020 §¨¦405 Renton Newcastle!(D!(D!(D!(D&-&-1/4 C-1 A1 1/5 C-1 A1SE1STST INDEX AVE SE1434000010 1434000020 1623059133 4307300550 4307300560 4307300570 4307300580 4307300590 4307300600 4307300610 4307301240 4307310360 4307310370 4307310380 43073103904307310400 4307330340 4307350010 4307350020 4307351230 SITE PLANPath: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\Landuse_CUP\PSE_Renton_CUP.mxdProject Corridor &-Proposed Pole Location !(D Existing Pole Location–To Be Removed Transmission Line - Proposed Transmission Line - Existing #*Potential Stringing Site Recommended Access- Proposed Pole Olympic UndergroundPipline (Approx. Location) Wastewater Utility Line Water Utility Line Underground Gas Utility Line Underground Phone/TV Utility Line Underground Power Utility Line Unknown Underground Utility Line Stream Wetland Wetland or Stream Buffer Landslide Hazard Landslide Hazard 50ft Buffer Steep Slope Steep Slope 50ft Buffer Erosion Hazard Parcel City Jurisdiction Boundary I85+00583 585 1/5 DCT2 115FT STA=87+86.09 HT=100FT ELE=299.67 1/4 DCT2; 130FT STA=81+73.15 HT=113FT ELE=259.19 400 420 440 460 340 360 380 320300 280260 180 200 220240 300 280260 Profile View Structure Conductor Ground Line Major Elevation Grid Major Station Grid Minor Station Grid Page 19 of 30 BASED ON PSE ENGINEERINGDESIGN REVISION NI02550 Feet 1 inch = 50 feet MAP EXTENT RENTON SOURCES: Roads and Parcels - King County (2015), Aerial- King County (2015); Streams, Wetlands and Buffers,Landslide Hazard and Buffers, and Steep Slopes andBuffers from Watershed Company (2017). For cartographic purposes only. Note:Note: Underground utility lines are surveyed in thevicinity of poles only. Existing Lake Tradition poles aren'trepresented by new conductors because they are anexisting line, and are being represented due to the polesbeing replaced.MATCHLINE SHEET: 18MATCHLINE SHEET: 205/7 C-16 A1 Proposed Pole Number Structure Type (See Appx. A) Construction ScenarioKey (See Appx. B) R-414020SHEET_21 ENERGIZE_EASTSIDETED-40-4140Date: Dec 2020 §¨¦405 Renton Newcastle!(D!(D!(D!(D&-&-1/3 C-1 A1 1/4 C-1 A1 #*FERNDALEAVESE4307300390 4307300410 4307300420 4307300430 4307300460 4307300470 4307300480 4307300490 4307300500 4307300510 4307300520 4307300530 4307300540 4307301230 4307301240 430732022043073202304307320240430732025043073202604307320270 4307330270 4307330280 4307330290 4307330300 4307330310 4307330320 4307330330 4307330340 SITE PLANPath: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\Landuse_CUP\PSE_Renton_CUP.mxdProject Corridor &-Proposed Pole Location !(D Existing Pole Location–To Be Removed Transmission Line - Proposed Transmission Line - Existing #*Potential Stringing Site Recommended Access- Proposed Pole Olympic UndergroundPipline (Approx. Location) Wastewater Utility Line Water Utility Line Underground Gas Utility Line Underground Phone/TV Utility Line Underground Power Utility Line Unknown Underground Utility Line Stream Wetland Wetland or Stream Buffer Landslide Hazard Landslide Hazard 50ft Buffer Steep Slope Steep Slope 50ft Buffer Erosion Hazard Parcel City Jurisdiction Boundary I 1/4 DCT2; 130FT STA=81+73.15 HT=113FT ELE=259.19 80+00515548 1/3DCT2D085FTSTA=76+58.13HT=73FT ELE=306.00 75+00400 420 440 460 340 360380 320 300 280 260 180 200 220 240 Profile View Structure Conductor Ground Line Major Elevation Grid Major Station Grid Minor Station Grid Page 20 of 30 BASED ON PSE ENGINEERINGDESIGN REVISION NI02550 Feet 1 inch = 50 feet MAP EXTENT RENTON SOURCES: Roads and Parcels - King County (2015), Aerial- King County (2015); Streams, Wetlands and Buffers,Landslide Hazard and Buffers, and Steep Slopes andBuffers from Watershed Company (2017). For cartographic purposes only. Note:Note: Underground utility lines are surveyed in thevicinity of poles only. Existing Lake Tradition poles aren'trepresented by new conductors because they are anexisting line, and are being represented due to the polesbeing replaced.MATCHLINE SHEET: 19MATCHLINE SHEET: 215/7 C-16 A1 Proposed Pole Number Structure Type (See Appx. A) Construction ScenarioKey (See Appx. B) R-414021SHEET_22 ENERGIZE_EASTSIDETED-40-4140Date: Dec 2020 §¨¦405 Renton Newcastle !(D!(D!(D!(D!(D&-&-&-1/2 C-18B C1 1/3 C-1 A1 1/2 C-18A C1 #*#*FERNDALEAVESES E 3 R D S T 3955901130 4307300380 4307300390 4307300400 4307300410 4307300420 4307301220 4307301230 4307301260 4307320250430732026043073202704307320280430732029043073203004307320310 SITE PLANPath: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\Landuse_CUP\PSE_Renton_CUP.mxdProject Corridor &-Proposed Pole Location !(D Existing Pole Location–To Be Removed Transmission Line - Proposed Transmission Line - Existing #*Potential Stringing Site Recommended Access- Proposed Pole Olympic UndergroundPipline (Approx. Location) Wastewater Utility Line Water Utility Line Underground Gas Utility Line Underground Phone/TV Utility Line Underground Power Utility Line Unknown Underground Utility Line Stream Wetland Wetland or Stream Buffer Landslide Hazard Landslide Hazard 50ft Buffer Steep Slope Steep Slope 50ft Buffer Erosion Hazard Parcel City Jurisdiction Boundary I 548 75+0070+00410 1/2 SCDE60 EAST 070FT/WEST 070FT STA=71+9.79 HT=70FT ELE=334.50 400 420 440 460 480 340 360380 320300 280 260 500520 220 240 Profile View Structure Conductor Ground Line Major Elevation Grid Major Station Grid Minor Station Grid Page 21 of 30 BASED ON PSE ENGINEERINGDESIGN REVISION NI02550 Feet 1 inch = 50 feet MAP EXTENT RENTON SOURCES: Roads and Parcels - King County (2015), Aerial- King County (2015); Streams, Wetlands and Buffers,Landslide Hazard and Buffers, and Steep Slopes andBuffers from Watershed Company (2017). For cartographic purposes only. Note:Note: Underground utility lines are surveyed in thevicinity of poles only. Existing Lake Tradition poles aren'trepresented by new conductors because they are anexisting line, and are being represented due to the polesbeing replaced.MATCHLINE SHEET: 20MATCHLINE SHEET: 225/7 C-16 A1 Proposed Pole Number Structure Type (See Appx. A) Construction ScenarioKey (See Appx. B) R-414022SHEET_23 ENERGIZE_EASTSIDETED-40-4140Date: Dec 2020 §¨¦405 Renton Newcastle!(D!(D&-1/1 C-1 A1 Not Rated SR 169 1623059035 1623059131 4307301220430730TRCT 430732032043073203304307320340430732TR-W SITE PLANPath: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\Landuse_CUP\PSE_Renton_CUP.mxdProject Corridor &-Proposed Pole Location !(D Existing Pole Location–To Be Removed Transmission Line - Proposed Transmission Line - Existing #*Potential Stringing Site Recommended Access- Proposed Pole Olympic UndergroundPipline (Approx. Location) Wastewater Utility Line Water Utility Line Underground Gas Utility Line Underground Phone/TV Utility Line Underground Power Utility Line Unknown Underground Utility Line Stream Wetland Wetland or Stream Buffer Landslide Hazard Landslide Hazard 50ft Buffer Steep Slope Steep Slope 50ft Buffer Erosion Hazard Parcel City Jurisdiction Boundary I 410 65+001,524 1/1 DCT2D 090FT STA=66+89.56 HT=77FT ELE=333.62 400 340 360 380 320 300 280260 120 140 160 180 200 220 240 Profile View Structure Conductor Ground Line Major Elevation Grid Major Station Grid Minor Station Grid Page 22 of 30 BASED ON PSE ENGINEERINGDESIGN REVISION NI02550 Feet 1 inch = 50 feet MAP EXTENT RENTON SOURCES: Roads and Parcels - King County (2015), Aerial- King County (2015); Streams, Wetlands and Buffers,Landslide Hazard and Buffers, and Steep Slopes andBuffers from Watershed Company (2017). For cartographic purposes only. Note:Note: Underground utility lines are surveyed in thevicinity of poles only. Existing Lake Tradition poles aren'trepresented by new conductors because they are anexisting line, and are being represented due to the polesbeing replaced.MATCHLINE SHEET: 21MATCHLINE SHEET: 235/7 C-16 A1 Proposed Pole Number Structure Type (See Appx. A) Construction ScenarioKey (See Appx. B) R-414023SHEET_24 ENERGIZE_EASTSIDETED-40-4140Date: Dec 2020 §¨¦405 Renton Newcastle Cedar River [ND]Type S, Shoreline NR02Type Ns NR02Category II NR03Category III SR 169CEDAR RIVER TRLRIV E R VIE W P A R K WALK1623059012 16230590331623059078 162305HYDR SITE PLANPath: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\Landuse_CUP\PSE_Renton_CUP.mxdProject Corridor &-Proposed Pole Location !(D Existing Pole Location–To Be Removed Transmission Line - Proposed Transmission Line - Existing #*Potential Stringing Site Recommended Access- Proposed Pole Olympic UndergroundPipline (Approx. Location) Wastewater Utility Line Water Utility Line Underground Gas Utility Line Underground Phone/TV Utility Line Underground Power Utility Line Unknown Underground Utility Line Stream Wetland Wetland or Stream Buffer Landslide Hazard Landslide Hazard 50ft Buffer Steep Slope Steep Slope 50ft Buffer Erosion Hazard Parcel City Jurisdiction Boundary I60+0055+001,524 320 300 280260 100 120 140160 180 200 220 240 4060 80 Profile View Structure Conductor Ground Line Major Elevation Grid Major Station Grid Minor Station Grid Page 23 of 30 BASED ON PSE ENGINEERINGDESIGN REVISION NI02550 Feet 1 inch = 50 feet MAP EXTENT RENTON SOURCES: Roads and Parcels - King County (2015), Aerial- King County (2015); Streams, Wetlands and Buffers,Landslide Hazard and Buffers, and Steep Slopes andBuffers from Watershed Company (2017). For cartographic purposes only. Note:Note: Underground utility lines are surveyed in thevicinity of poles only. Existing Lake Tradition poles aren'trepresented by new conductors because they are anexisting line, and are being represented due to the polesbeing replaced.MATCHLINE SHEET: 22MATCHLINE SHEET: 245/7 C-16 A1 Proposed Pole Number Structure Type (See Appx. A) Construction ScenarioKey (See Appx. B) R-414024SHEET_25 ENERGIZE_EASTSIDETED-40-4140Date: Dec 2020 §¨¦405 Renton Newcastle!!(D&-0/9 C-1 A1 SE8THSTHARRINGTON PL SE KIRKLAND AVE SE 1623059012 1623059078 1623059078 7701590000 SITE PLANPath: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\Landuse_CUP\PSE_Renton_CUP.mxdProject Corridor &-Proposed Pole Location !(D Existing Pole Location–To Be Removed Transmission Line - Proposed Transmission Line - Existing #*Potential Stringing Site Recommended Access- Proposed Pole Olympic UndergroundPipline (Approx. Location) Wastewater Utility Line Water Utility Line Underground Gas Utility Line Underground Phone/TV Utility Line Underground Power Utility Line Unknown Underground Utility Line Stream Wetland Wetland or Stream Buffer Landslide Hazard Landslide Hazard 50ft Buffer Steep Slope Steep Slope 50ft Buffer Erosion Hazard Parcel City Jurisdiction Boundary I50+00595 0/9DCT2D 100FTSTA=51+65.84 HT=86FT ELE=249.01 400420 340 360 380 320 300 280260 120140160 180 200 220 240 Profile View Structure Conductor Ground Line Major Elevation Grid Major Station Grid Minor Station Grid Page 24 of 30 BASED ON PSE ENGINEERINGDESIGN REVISION NI02550 Feet 1 inch = 50 feet MAP EXTENT RENTON SOURCES: Roads and Parcels - King County (2015), Aerial- King County (2015); Streams, Wetlands and Buffers,Landslide Hazard and Buffers, and Steep Slopes andBuffers from Watershed Company (2017). For cartographic purposes only. Note:Note: Underground utility lines are surveyed in thevicinity of poles only. Existing Lake Tradition poles aren'trepresented by new conductors because they are anexisting line, and are being represented due to the polesbeing replaced.MATCHLINE SHEET: 23MATCHLINE SHEET: 255/7 C-16 A1 Proposed Pole Number Structure Type (See Appx. A) Construction ScenarioKey (See Appx. B) R-414025W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)SHEET_26 ENERGIZE_EASTSIDETED-40-4140Date: Dec 2020 EXISTING POLE 0/11 TO REMAIN §¨¦405 Renton Newcastle !(D !(D !(D !(D!(D &- &- &-&- &- 0/8 C-18B C1 0/8 C-18A C1 115-5 115-4115-3 #* #* NR02Type Ns NR04Category III H A R RIN G T O N PL S E SE 8T H S T SE 8THPL 2123059003 7701570000 7701590000 SITE PLANPath: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\Landuse_CUP\PSE_Renton_CUP.mxdProject Corridor &-Proposed Pole Location !(D Existing Pole Location–To Be Removed Transmission Line - Proposed Transmission Line - Existing #*Potential Stringing Site Recommended Access- Proposed Pole Olympic UndergroundPipline (Approx. Location) Wastewater Utility Line Water Utility Line Underground Gas Utility Line Underground Phone/TV Utility Line Underground Power Utility Line Unknown Underground Utility Line Stream Wetland Wetland or Stream Buffer Landslide Hazard Landslide Hazard 50ft Buffer Steep Slope Steep Slope 50ft Buffer Erosion Hazard Parcel City Jurisdiction Boundary I45+00697 0/8 SCDE90 EAST 100FT/WEST 100FT STA=45+62.15 HT=100FT ELE=275.79 400 420 440 460 480 340 360380 320300 280 260 500 200220 240 Profile View Structure Conductor Ground Line Major Elevation Grid Major Station Grid Minor Station Grid Page 25 of 30 BASED ON PSE ENGINEERINGDESIGN REVISION N I 0 25 50 Feet 1 inch = 50 feet MAP EXTENT RENTON SOURCES: Roads and Parcels - King County (2015), Aerial- King County (2015); Streams, Wetlands and Buffers,Landslide Hazard and Buffers, and Steep Slopes andBuffers from Watershed Company (2017). For cartographic purposes only. Note:Note: Underground utility lines are surveyed in thevicinity of poles only. Existing Lake Tradition poles aren'trepresented by new conductors because they are anexisting line, and are being represented due to the polesbeing replaced.MATCHLINE SHEET: 24MATCHLINE SHEET: 265/7 C-16 A1 Proposed Pole Number Structure Type (See Appx. A) Construction ScenarioKey (See Appx. B) R-414026W (E)W (E)W (E)SHEET_27 ENERGIZE_EASTSIDETED-40-4140Date: Dec 2020 PROTECT WATER MAIN AND HYDRANT IN PLACE DURING POLE REMOVAL §¨¦405 Renton Newcastle !(D !(D!(D !(D &- 0/7 C-1 A1 NR01(Ginger Creek)Type Np NR01Category III NR02Category IIINR02Category I I I D NR02 - E s t i m a t e d Category I I I NR02Category III 2023059001 2023059050 2123059003 SITE PLAN Date: 8/23/2018Path: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\Landuse_CUP\PSE_Renton_CUP.mxdProject Corridor &-Proposed Pole Location !(D Existing Pole Location–To Be Removed Transmission Line - Proposed Transmission Line - Existing #*Potential Stringing Site Recommended Access- Proposed Pole Olympic UndergroundPipline (Approx. Location) Wastewater Utility Line Water Utility Line Underground Gas Utility Line Underground Phone/TV Utility Line Underground Power Utility Line Unknown Underground Utility Line Stream Wetland Wetland or Stream Buffer Landslide Hazard Landslide Hazard 50ft Buffer Steep Slope Steep Slope 50ft Buffer Erosion Hazard Parcel City Jurisdiction Boundary I 40+0035+00702 0/7 DCT2D 110FT STA=38+95.26 HT=95FT ELE=360.45 400 420 440 460 480 340 360 380 320300 280 500520 540 560 Profile View Structure Conductor Ground Line Major Elevation Grid Major Station Grid Minor Station Grid Page 26 of 30 BASED ON PSE ENGINEERINGDESIGN REVISION N I 0 25 50 Feet 1 inch = 50 feet MAP EXTENT RENTON SOURCES: Roads and Parcels - King County (2015), Aerial- King County (2015); Streams, Wetlands and Buffers,Landslide Hazard and Buffers, and Steep Slopes andBuffers from Watershed Company (2017). For cartographic purposes only. Note:Note: Underground utility lines are surveyed in thevicinity of poles only. Existing Lake Tradition poles aren'trepresented by new conductors because they are anexisting line, and are being represented due to the polesbeing replaced.MATCHLINE SHEET: 25MATCHLINE SHEET: 275/7 C-16 A1 Proposed Pole Number Structure Type (See Appx. A) Construction ScenarioKey (See Appx. B) R-414027SHEET_28 ENERGIZE_EASTSIDETED-40-4140REFER TO SHEETS 33-38 FOR MITIGATION ON PARCEL 2023059001. §¨¦405 Renton Newcastle !(D !(D !(D!(D!(D &-&- 0/5 C-1 A1 0/6 C-1 A1 NR02Category IIID C EDAR RIDGEDRSE 2023059001 2023059001 2023059050 2023059050 SITE PLANPath: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\Landuse_CUP\PSE_Renton_CUP.mxdProject Corridor &-Proposed Pole Location !(D Existing Pole Location–To Be Removed Transmission Line - Proposed Transmission Line - Existing #*Potential Stringing Site Recommended Access- Proposed Pole Olympic UndergroundPipline (Approx. Location) Wastewater Utility Line Water Utility Line Underground Gas Utility Line Underground Phone/TV Utility Line Underground Power Utility Line Unknown Underground Utility Line Stream Wetland Wetland or Stream Buffer Landslide Hazard Landslide Hazard 50ft Buffer Steep Slope Steep Slope 50ft Buffer Erosion Hazard Parcel City Jurisdiction Boundary I30+00700 0/6 DCT2 125FT STA=31+83.14 HT=109FT ELE=400.66 400 420 440 460 480 340360 380 500520 540 560 580600 620 Profile View Structure Conductor Ground Line Major Elevation Grid Major Station Grid Minor Station Grid Page 27 of 30 BASED ON PSE ENGINEERINGDESIGN REVISION N I 0 25 50 Feet 1 inch = 50 feet MAP EXTENT RENTON SOURCES: Roads and Parcels - King County (2015), Aerial- King County (2015); Streams, Wetlands and Buffers,Landslide Hazard and Buffers, and Steep Slopes andBuffers from Watershed Company (2017). For cartographic purposes only. Note:Note: Underground utility lines are surveyed in thevicinity of poles only. Existing Lake Tradition poles aren'trepresented by new conductors because they are anexisting line, and are being represented due to the polesbeing replaced.MATCHLINE SHEET: 26MATCHLINE SHEET: 285/7 C-16 A1 Proposed Pole Number Structure Type (See Appx. A) Construction ScenarioKey (See Appx. B) 400 420440460 480 340360380 500 520 540 560 580 600 620 R-414028SHEET_29 ENERGIZE_EASTSIDETED-40-4140Date: Dec 2020 §¨¦405 Renton Newcastle !(D !(D !(D !(D!(D !(D!(D &- &- &- &- &-0/3C-19C10/5 C-1 A1 0/4 C-18A C1 0/4 C-18B C1 115-2 #*BEACON WAY S 2023059001 2023059002 2023059003 2023059066 SITE PLANPath: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\Landuse_CUP\PSE_Renton_CUP.mxdProject Corridor &-Proposed Pole Location !(D Existing Pole Location–To Be Removed Transmission Line - Proposed Transmission Line - Existing #*Potential Stringing Site Recommended Access- Proposed Pole Olympic UndergroundPipline (Approx. Location) Wastewater Utility Line Water Utility Line Underground Gas Utility Line Underground Phone/TV Utility Line Underground Power Utility Line Unknown Underground Utility Line Stream Wetland Wetland or Stream Buffer Landslide Hazard Landslide Hazard 50ft Buffer Steep Slope Steep Slope 50ft Buffer Erosion Hazard Parcel City Jurisdiction Boundary I 25+0020+00546 0/5 DCT2D 125FT STA=24+98.52 HT=109FT ELE=414.55 0/4 SCDE110 EAST 070FT/WEST 070FT STA=19+47.02 HT=70FT ELE=430.97 299 0/3 DCDE2 075FT STA=17+38.25 HT=75FT ELE=43 Profile View Structure Conductor Ground Line Major Elevation Grid Major Station Grid Minor Station Grid Page 28 of 30 BASED ON PSE ENGINEERINGDESIGN REVISION N I 0 25 50 Feet 1 inch = 50 feet MAP EXTENT RENTON SOURCES: Roads and Parcels - King County (2015), Aerial- King County (2015); Streams, Wetlands and Buffers,Landslide Hazard and Buffers, and Steep Slopes andBuffers from Watershed Company (2017). For cartographic purposes only. Note:Note: Underground utility lines are surveyed in thevicinity of poles only. Existing Lake Tradition poles aren'trepresented by new conductors because they are anexisting line, and are being represented due to the polesbeing replaced.MATCHLINE SHEET: 27MATCHLINE SHEET: 295/7 C-16 A1 Proposed Pole Number Structure Type (See Appx. A) Construction ScenarioKey (See Appx. B) 400 420440460 480 340360380 500 520 540 560 580 600 620 R-414029SHEET_30 ENERGIZE_EASTSIDETED-40-4140Date: Dec 2020 §¨¦405 Renton Newcastle !(D!(D!(D!(D!(D!(D!(D!(D&-&-&-&-&-0CC0/1C-18BC10/2 C-19 C1 0/3 C-19 C1 0/4 C-18A C10/4 C-18B C1 0/1 C-18A C1 0/4C-18A115-2#*BEACON WAY S 2023059002 2023059003 2023059051 2023059062 2023059066 2023059066 SITE PLANPath: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\Landuse_CUP\PSE_Renton_CUP.mxdProject Corridor &-Proposed Pole Location !(D Existing Pole Location–To Be Removed Transmission Line - Proposed Transmission Line - Existing #*Potential Stringing Site Recommended Access- Proposed Pole Olympic UndergroundPipline (Approx. Location) Wastewater Utility Line Water Utility Line Underground Gas Utility Line Underground Phone/TV Utility Line Underground Power Utility Line Unknown Underground Utility Line Stream Wetland Wetland or Stream Buffer Landslide Hazard Landslide Hazard 50ft Buffer Steep Slope Steep Slope 50ft Buffer Erosion Hazard Parcel City Jurisdiction Boundary I 20+000/4 SCDE110 EAST 070FT/WEST 070FT STA=19+47.02 HT=70FT ELE=430.97 15+00306 299 0/3 DCDE2 075FT STA=17+38.25 HT=75FT ELE=430.35 0/2 DCDE90 090FT STA=12+38.27 HT=90FT ELE=431.39 400 420440460 480 340360380 500 520 540 560 580 600 620 Profile View Structure Conductor Ground Line Major Elevation Grid Major Station Grid Minor Station Grid Page 29 of 30 BASED ON PSE ENGINEERINGDESIGN REVISION NI02550 Feet 1 inch = 50 feet MAP EXTENT RENTON SOURCES: Roads and Parcels - King County (2015), Aerial- King County (2015); Streams, Wetlands and Buffers,Landslide Hazard and Buffers, and Steep Slopes andBuffers from Watershed Company (2017). For cartographic purposes only. Note:Note: Underground utility lines are surveyed in thevicinity of poles only. Existing Lake Tradition poles aren'trepresented by new conductors because they are anexisting line, and are being represented due to the polesbeing replaced.MATCHLINE SHEET: 28MATCHLINE SHEET: 305/7 C-16 A1 Proposed Pole Number Structure Type (See Appx. A) Construction ScenarioKey (See Appx. B) R-414030SHEET_31 ENERGIZE_EASTSIDETED-40-4140Date: Dec 2020 §¨¦405 Renton Newcastle !(D!(D!(D &- &- &-0/1 C-18A C1 0/1 C-18B C1 0/2 C-19 C1 BEACON WAY S 2023059003 2023059051 2023059062 2023059066 SITE PLANPath: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\Landuse_CUP\PSE_Renton_CUP.mxdProject Corridor &-Proposed Pole Location !(D Existing Pole Location–To Be Removed Transmission Line - Proposed Transmission Line - Existing #*Potential Stringing Site Recommended Access- Proposed Pole Olympic UndergroundPipline (Approx. Location) Wastewater Utility Line Water Utility Line Underground Gas Utility Line Underground Phone/TV Utility Line Underground Power Utility Line Unknown Underground Utility Line Stream Wetland Wetland or Stream Buffer Landslide Hazard Landslide Hazard 50ft Buffer Steep Slope Steep Slope 50ft Buffer Erosion Hazard Parcel City Jurisdiction Boundary I 332 0/2 DCDE90 090FT STA=12+38.27 HT=90FT ELE=431.39 10+00199 0/1 SCDE110/SCDE90 075FT STA10+35.18 HT=75FT ELE=443.43 400 420440 460 480 360380 500 520 540 560 580 600 620 640 Profile View Structure Conductor Ground Line Major Elevation Grid Major Station Grid Minor Station Grid Page 30 of 30 BASED ON PSE ENGINEERINGDESIGN REVISION N I 0 25 50 Feet 1 inch = 50 feet MAP EXTENT RENTON SOURCES: Roads and Parcels - King County (2015), Aerial- King County (2015); Streams, Wetlands and Buffers,Landslide Hazard and Buffers, and Steep Slopes andBuffers from Watershed Company (2017). For cartographic purposes only. Note:Note: Underground utility lines are surveyed in thevicinity of poles only. Existing Lake Tradition poles aren'trepresented by new conductors because they are anexisting line, and are being represented due to the polesbeing replaced.MATCHLINE SHEET: 295/7 C-16 A1 Proposed Pole Number Structure Type (See Appx. A) Construction ScenarioKey (See Appx. B) R-414031SHEET_32 ENERGIZE_EASTSIDETED-40-4140Date: Dec 2020 STRUCTURE TYPES Appendix A BASED ON PSE ENGINEERING DESIGN REVISION N RENTON Structure Type Naming Convention Description SCDE C-18 A/B Single circuit deadend SCT C-16 A/B Single circuit tangent DCT C-1 / C-19 Double circuit tangent (D denotes OHGW overhead groundwire) SCHDE C-17 A/B Single circuit horizontal deadend (only under SCL line) SCA C-2 A/B Single circuit angle *number after type in table denotes angle Eastside 230 ROW and structure options.dgn 8/16/2017 2:06:44 PM Structure Height 65'-105' 85'-90' 70'-120' 50' 90'-95' R-414032SHEET_33 ENERGIZE_EASTSIDETED-40-4140Date: Dec 2020 CONSTRUCTION SCENARIOS Appendix B BASED ON PSE ENGINEERING DESIGN REVISION N RENTONStructure Type Typical Construction Scenario (Not in critical area) C-1 A1 C-2 C1 C-16 A1 C-17 C1 C-18 C1 R-414033SHEET_34 ENERGIZE_EASTSIDETED-40-4140Date: Dec 2020 11317X APPROXIMATE PARCEL BOUNDARY WETLAND BUFFER (100-FT) APPROXIMATE WETLAND BOUNDARY PROPOSED ENHANCEMENT AREA (9,500 SF) TREE TO BE REMOVED XEE230 CORRIDOR TALBOT MITIGATION PLAN 80'20'10'0 40' LEGEND NOT FOR CONSTRUCTION 1 VICINITY MAP (TALBOT) PROJECT MANAGER: DESIGNED: DRAFTED: CHECKED: SHEET SIZE: ORIGINAL PLAN IS 22" x 34". SCALE ACCORDINGLY.BY© Copyright- The Watershed Company DATEPRINTED BYFILENAMETHE WATERSHED COMPANY S c i e n c e & D e s i g n 750 Sixth Street South Kirkland WA 98033 p 425.822.5242 www.watershedco.com JOB NUMBER: SHEET NUMBER:SUBMITTALS & REVISIONSDESCRIPTIONDATENO.PSE RENTON MITIGATIONMITIGATION PLANPREPARED FOR: PUGET SOUND ENERGYENERGIZE EASTSIDEPARCEL # 2023059001, 0423059342, 0423059035RENTON, WA 98055JC LM LM JC/MF 111103.11 OF 61 01-08-2018 MITIGATION PLANLMPARCEL # 2023059001 PARCEL # 2023059003 MOWED E A S E M E N T C O R RI D O R NR01 NR05 APPROXIMATE EDGE OF SHRUBS AND LOW-GROWING TREES (UNMOWED AREA) OLYMPIC PIPELINE SCALE: 1" = 20' SHEET INDEX 1. TALBOT MITIGATION PLAN 2. TALBOT PLANTING PLAN 3. HONEY DEW CREEK HABITAT TREE PLAN 4. PLANTING, SOIL PREP & HABITAT DETAILS 5. PLANTING & MITIGATION NOTES (1 OF 2) 6. PLANTING & MITIGATION NOTES (2 OF 2) TALBOT PROJECT LOCATION PROPOSED ENHANCEMENT AREA. PREPARE SOIL PER DETAIL. F4 VICINITY MAP (HONEY DEW CREEK) HONEY DEW PROJECT LOCATION PSE RENTON MITIGATION: TALBOT AND HONEY DEW CREEK SITES SHEET_35 ENERGIZE_EASTSIDETED-40-4140 acci crdo amal acci acci acci crdo crdo crdo crdocrdo acci acci acci acci acci amal amal amal acci acci acci amal amal amal amal amal crdo acci acci crdo crdo crdo amal amal amal crdo amal amal amal amal crdo crdo crdo crdo crdo crdo crdo crdo crdo crdo crdo acci acci acci acciacciacciamal amal amal amal amal crdo crdo crdo crdo crdo crdo acci acci amal amal amal acci acciamal acci APPROXIMATE PARCEL BOUNDARY WETLAND BUFFER (100-FT) APPROXIMATE WETLAND BOUNDARY PLANT SPECIES LIST TREES SIZE SPACING QUANTITYACER CIRCINATUM / VINE MAPLE 2 GAL 9' O.C.25 CRATAEGUS DOUGLASII / BLACK HAWTHORN 2 GAL 9' O.C.28 AMELANCHIER ALNIFOLIA / PACIFIC SERVICEBERRY 2 GAL 9' O.C.25 SHRUBSCORYLUS CORNUTA / BEAKED HAZELNUT 1 GAL 6' O.C.50 MAHONIA AQUIFOLIUM / OREGON GRAPE 1 GAL 6' O.C.50 OEMLERIA CERASIFORMUS / OSOBERRY 1 GAL 6' O.C.50 SYMPHORICARPOS ALBUS / SNOWBERRY 1 GAL 6' O.C.50 HOLODISCUS DISCOLOR / OCEAN SPRAY 1 GAL 6' O.C.50 PHILADELPHUS LEWISII / MOCK ORANGE 1 GAL 6' O.C.50 GROUNDCOVERPTERIDIUM AQUILINUM / BRACKEN FERN 1 GAL 24" O.C.500 POLYSTICHUM MUNITUM / SWORD FERN 1 GAL 24" O.C.500 GAULTHERIA SHALLON / SALAL 1 GAL 24" O.C.500 acci crdo amal TALBOT PLANTING PLAN 40'10'5'0 20' LEGEND PROJECT MANAGER: DESIGNED: DRAFTED: CHECKED: SHEET SIZE: ORIGINAL PLAN IS 22" x 34". SCALE ACCORDINGLY.BY© Copyright- The Watershed Company DATEPRINTED BYFILENAMETHE WATERSHED COMPANY S c i e n c e & D e s i g n 750 Sixth Street South Kirkland WA 98033 p 425.822.5242 www.watershedco.com JOB NUMBER: SHEET NUMBER:SUBMITTALS & REVISIONSDESCRIPTIONDATENO.PSE RENTON MITIGATIONMITIGATION PLANPREPARED FOR: PUGET SOUND ENERGYENERGIZE EASTSIDEPARCEL # 2023059001, 0423059342, 0423059035RENTON, WA 98055JC LM LM JC/MF 111103.11 OF 61 01-08-2018 MITIGATION PLANLMPARCEL # 2023059001 PARCEL # 2023059003 NR01 2SCALE: 1" = 10' NOT FOR CONSTRUCTION F4 4" WOOD CHIP MULCH RINGS PROVIDE IRRIGATION FOR FIRST TWO SUMMERS, SEE MITIGATION NOTES NOTES 1. REMOVE INVASIVES AND PREPARE SITE. SEE SOIL PREP DETAIL. 2. SEE MITIGATION NOTES, SHEETS 5 AND 6.SHEET_36 ENERGIZE_EASTSIDETED-40-4140 S S S S H S SS H S H H H H H H XXXXXXXXXXXXXXXX1538 1535 1537 1534 15331541 1568 1563 1562 1564 1557 1558 1581 1583 1550 1571 1545 1570 1553 158215521551 1547 1549 1554 15551556 1559 1560 1565 1566 1573 1536 15461547 1548 1544 1542 1543 1539 1540 PSE EASEMENT BOUNDARY TREES TO BE SNAGGED (8) TREES TO BE HINGE CUT (8) TREES TO REMAIN STREAM BUFFER (115' STANDARD BUFFER, EXTENDED TO TOP OF ADJACENT PROTECTED SLOPES) PROPERTY BOUNDARY STREAM (APPROXIMATE) S HXXLEGEND PROJECT MANAGER: DESIGNED: DRAFTED: CHECKED: SHEET SIZE: ORIGINAL PLAN IS 22" x 34". SCALE ACCORDINGLY.BY© Copyright- The Watershed Company DATEPRINTED BYFILENAMETHE WATERSHED COMPANY S c i e n c e & D e s i g n 750 Sixth Street South Kirkland WA 98033 p 425.822.5242 www.watershedco.com JOB NUMBER: SHEET NUMBER:SUBMITTALS & REVISIONSDESCRIPTIONDATENO.PSE RENTON MITIGATIONMITIGATION PLANPREPARED FOR: PUGET SOUND ENERGYENERGIZE EASTSIDEPARCEL # 2023059001, 0423059342, 0423059035RENTON, WA 98055JC LM LM JC/MF 111103.11 OF 61 01-08-2018 MITIGATION PLANLMH O N E Y D E W C R E E K HEAVY VEGETATION - BLACKBERRIESAPPROXIMATE TREE LINEHONEY DEW CREEK HABITAT TREE PLAN 80'20'10'0 40' 3SCALE: 1" = 20' NOT FOR CONSTRUCTION PARCEL # 0423059035 PARCEL # 0423059342 B4 A 4 SHEET_37ENERGIZE_EASTSIDETED-40-4140 NOTES:1.SEE PLAN FOR LOCATION. VERIFY FALL DIRECTION IN FIELD WITH ASSISTANCE FROM THE RESTORATION CONSULTANT.2.TREE SHALL HAVE PLIABLE WOOD AND A MAXIMUM DBH OF 15 INCHES.4.USING ONLY A BACK CUT THAT DOES NOT FULLY SEVER THE TREE’S TRUNK FROM THE STUMP, LEAVE THE FALLEN TREECONNECTED TO THE STUMP BY A “HINGE” OF BARK.5.THE LENGTH OF THE HINGE SHOULD BE 80% OF THE DBH. VERIFY WITH RESTORATION CONSULTANT BASED ON SPECIES.6.FOR LARGER DBH TREES, PENETRATE TRUNK WITH A VERTICAL PLUNGE CUT PRIOR TO HORIZONTAL BACK CUT, OR MAKE ASHALLOW NOTCH, 1-2 INCHES DEEP, ON THE SIDE OF THE TREE FACING ITS FALL DIRECTION. HORIZONTAL BACK-CUTAT HEIGHT BETWEENTHREE AND SIX FEETABOVE GROUND LINE. PUSH TREE OVEROR PULL TRUNKTOWARD CHOSENFALL DIRECTION,AND LEAVEATTACHED TOHINGE. PLUNGE CUT AND/ORNOTCH WHENAPPROPRIATE. SEENOTES BELOW. EXISTING CONDITION STEP ONE STEP TWO 15" DBH 12" WIDE HINGE(80% OF DBH) BACK CUTHINGEOPTIONAL NOTCH PLAN VIEW OF CUT HINGE-FELLED TREESSHALL BE VERIFIED BYTHE RESTORATIONSPECIALIST. SNAG NOTES:SEE TREE SNAG TABLE FOR TREES WHICH ARE TO BERETAINED AS SNAGS. ALL TREES SHOULD BE: 1.SNAGS ON SITE ARE TO BE TOPPED BY CLIMBINGARBORIST TO HEIGHT AS INDIVIDUALLY CONFIRMEDON TREE INDEX TABLE.2.LEAVE TOP OF SNAG ON THE GROUND NEARBY ANDANGLE LOG PERPENDICULAR TO SLOPE.3.ONCE TOP HAS BEEN REMOVED ARBORIST IS TOMAKE A CORONET CUT TO GIVE A NATURAL BREAKAPPEARANCE.4.RETAIN ALL BRANCHES FOR PERCHES AND HABITATSTRUCTURES- DO NOT LIMB.5.LIVE TREES SHOULD BE DEADENED BY CUTTINGTWO 6” WIDE, ANGLED BANDS AROUND THE BASE OFTHE TREE WITH AN AXE OR BY MAKING TWO CUTSAROUND THE TREE WITH A CHAIN SAW TO A DEPTHOF APPROXIMATELY 1 INCH BELOW THE BARKLAYER. GIRDLE CUT ALL LIMBS REMAIN UPWARD BAT SLITS.MIN. 13'-0" SNAG HEIGHT, CORONET CUTOR MACHINE BREAK GROUND 6" 3' - 5' BAT ROOSTING SLIT NOTES1.TO MAKE BAT ROOSTING CUTS, BEGINAPPROXIMATELY 3'-0" BELOW CORONET CUT ATTOP OF SNAG. AT AN ANGLE OF 80 DEGREES TOTHE GROUND, CUT INTO TREE TRUNK WITH ANUPWARD SLANT. MAKE 3 PARALLEL CUTS,APPROXIMATELY 2'-0" DEEP.2.FACE OF BAT ROOST SLITS ARE TO FACE EASTOR SOUTH DEPENDING ON AVAILABILITY OFSUNLIGHT IN THE MORNING HOURS.3.TO DETER SPECIES SUCH AS WASPS FROMINHABITING ROOST AREAS IT IS RECOMMENDEDTHAT CUTS BE MADE TO A THICKNESS OF 3/4". 80° NOTES:1. PLANTING PIT SHALL NOT BE LESS THAN (2)TIMES THE WIDTH OF THE ROOT BALL DIA.2. LOOSEN SIDES AND BOTTOMS OF PLANTING PIT3. SOAK PLANTING PIT AFTER PLANTING 2X MIN DIA. ROOTBALL REMOVE FROM POT OR BURLAP & ROUGH-UPROOT BALL BEFORE INSTALLING. UNTANGLEAND STRAIGHTEN CIRCLING ROOTS - PRUNE IFNECESSARY. IF PLANT IS EXCEPTIONALLYROOT-BOUND, DO NOT PLANT AND RETURN TONURSERY FOR AN ACCEPTABLE ALTERNATIVE SPECIFIED MULCH LAYER. HOLD BACK MULCHFROM TRUNK/STEMS FINISH GRADE REMOVE DEBRIS AND LARGE ROCKS FROM PLANTINGPIT AND SCARIFY SIDES AND BASE. BACKFILL WITHSPECIFIED SOIL. FIRM UP SOIL AROUND PLANT. 3"3"NOTES:1.PLANT GROUNDCOVER AT SPECIFIED DISTANCEON-CENTER (O.C.) USING TRIANGULAR SPACING, TYP.2.LOOSEN SIDES AND BOTTOM OF PLANTING PIT ANDREMOVE DEBRIS3.LOOSEN ROOTBOUND PLANTS BEFORE INSTALLING4.SOAK PIT BEFORE AND AFTER INSTALLING PLANT SPECIFIED MULCH LAYER.HOLD BACK MULCH FROMSTEMS STEP 1 STEP 2 STEP 3 STEP 4 MIN. 8" PLANTING AREA PREPARATION STEP 1REMOVE UNDESIRABLE SPECIES. ADDRESS COMPACTION:COMPACTION LEVELS SHOULD BE APPROPRIATE FORROOT GROWTH (75-85% PROCTOR DENSITY) OR ASOTHERWISE APPROVED BY ENGINEER. DRAINAGE RATESHALL BE BETWEEN 1 - 5 INCHES PER HOUR OR ASOTHERWISE APPROVED BY THE ENGINEER. WORK WITHINEXISTING ROOT ZONES SHALL BE DONE BY HAND.PLACE TWO (2) INCHES COMPOST. STEP 2INCORPORATE COMPOST TO AN EIGHT (8) INCH DEPTH. STEP 3INSTALL MULCH RINGS FOUR (4) INCHES DEEP. STEP 4INSTALL PLANTS. 4" MULCH EXISTING 2" COMPOST 4" IF VEGETATION EXISTS WITHIN PLANTING AREA, SPACE AT 23 XFROM STEM OF EXISTINGVEGETATION 2/3 X 2/3 X AREA FOR SPACING ADJUSTMENT XXX X = PLANT SPACING= PLANT NOTE:FIRST PLACE PLANTS ALONG THEPERIMETER OF THE PLANTINGAREA, AND AROUND EXISTINGVEGETATION. THEN SPACE THEREMAINDER OF THE PLANTINGS. PLANTING, SOIL PREP & HABITAT DETAILS PROJECT MANAGER: DESIGNED: DRAFTED: CHECKED: SHEET SIZE: ORIGINAL PLAN IS 22" x 34". SCALE ACCORDINGLY.BY© Copyright- The Watershed Company DATEPRINTED BYFILENAMETHE WATERSHED COMPANY S c i e n c e & D e s i g n 750 Sixth Street South Kirkland WA 98033 p 425.822.5242 www.watershedco.com JOB NUMBER: SHEET NUMBER:SUBMITTALS & REVISIONSDESCRIPTIONDATENO.PSE RENTON MITIGATIONMITIGATION PLANPREPARED FOR: PUGET SOUND ENERGYENERGIZE EASTSIDEPARCEL # 2023059001, 0423059342, 0423059035RENTON, WA 98055JC LM LM JC/MF 111103.11 OF 61 01-08-2018 MITIGATION PLANLM4 Scale: NTS CONTAINER PLANTINGE Scale: NTS HINGE CUT TREEA Scale: NTS SOIL PREPARATIONF Scale: NTS TRIANGULAR SPACINGDScale: NTS GROUNDCOVER PLANTINGC Scale: NTS SNAG TREEB SCALE: NTS NOT FOR CONSTRUCTIONSHEET_38 ENERGIZE_EASTSIDETED-40-4140 GENERAL NOTES QUALITY ASSURANCE 1. PLANTS SHALL MEET OR EXCEED THE SPECIFICATIONS OF FEDERAL, STATE, AND LOCAL LAWS REQUIRING INSPECTION FOR PLANT DISEASE AND INSECT CONTROL. 2. PLANTS SHALL BE HEALTHY, VIGOROUS, AND WELL-FORMED, WITH WELL DEVELOPED, FIBROUS ROOT SYSTEMS, FREE FROM DEAD BRANCHES OR ROOTS. PLANTS SHALL BE FREE FROM DAMAGE CAUSED BY TEMPERATURE EXTREMES, LACK OR EXCESS OF MOISTURE, INSECTS, DISEASE, AND MECHANICAL INJURY. PLANTS IN LEAF SHALL BE WELL FOLIATED AND OF GOOD COLOR. PLANTS SHALL BE HABITUATED TO THE OUTDOOR ENVIRONMENTAL CONDITIONS INTO WHICH THEY WILL BE PLANTED (HARDENED-OFF). 3. TREES WITH DAMAGED, CROOKED, MULTIPLE OR BROKEN LEADERS WILL BE REJECTED. WOODY PLANTS WITH ABRASIONS OF THE BARK OR SUN SCALD WILL BE REJECTED. 4. NOMENCLATURE: PLANT NAMES SHALL CONFORM TO FLORA OF THE PACIFIC NORTHWEST BY HITCHCOCK AND CRONQUIST, UNIVERSITY OF WASHINGTON PRESS, 1973 AND/OR TO A FIELD GUIDE TO THE COMMON WETLAND PLANTS OF WESTERN WASHINGTON & NORTHWESTERN OREGON, ED. SARAH SPEAR COOKE, SEATTLE AUDUBON SOCIETY, 1997. DEFINITIONS 1. PLANTS/PLANT MATERIALS. PLANTS AND PLANT MATERIALS SHALL INCLUDE ANY LIVE PLANT MATERIAL USED ON THE PROJECT. THIS INCLUDES BUT IS NOT LIMITED TO CONTAINER GROWN, B&B OR BAREROOT PLANTS; LIVE STAKES AND FASCINES (WATTLES); TUBERS, CORMS, BULBS, ETC..; SPRIGS, PLUGS, AND LINERS. 2. CONTAINER GROWN. CONTAINER GROWN PLANTS ARE THOSE WHOSE ROOTBALLS ARE ENCLOSED IN A POT OR BAG IN WHICH THAT PLANT GREW. SUBSTITUTIONS 1.IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN SPECIFIED MATERIALS IN ADVANCE IF SPECIAL GROWING, MARKETING OR OTHER ARRANGEMENTS MUST BE MADE IN ORDER TO SUPPLY SPECIFIED MATERIALS. 2. SUBSTITUTION OF PLANT MATERIALS NOT ON THE PROJECT LIST WILL NOT BE PERMITTED UNLESS AUTHORIZED IN WRITING BY THE RESTORATION CONSULTANT. 3. IF PROOF IS SUBMITTED THAT ANY PLANT MATERIAL SPECIFIED IS NOT OBTAINABLE, A PROPOSAL WILL BE CONSIDERED FOR USE OF THE NEAREST EQUIVALENT SIZE OR ALTERNATIVE SPECIES, WITH CORRESPONDING ADJUSTMENT OF CONTRACT PRICE. 4. SUCH PROOF WILL BE SUBSTANTIATED AND SUBMITTED IN WRITING TO THE CONSULTANT AT LEAST 30 DAYS PRIOR TO START OF WORK UNDER THIS SECTION. INSPECTION 1. PLANTS SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY THE RESTORATION CONSULTANT FOR CONFORMANCE TO SPECIFICATIONS, EITHER AT TIME OF DELIVERY ON-SITE OR AT THE GROWER'S NURSERY. APPROVAL OF PLANT MATERIALS AT ANY TIME SHALL NOT IMPAIR THE SUBSEQUENT RIGHT OF INSPECTION AND REJECTION DURING PROGRESS OF THE WORK. 2. PLANTS INSPECTED ON SITE AND REJECTED FOR NOT MEETING SPECIFICATIONS MUST BE REMOVED IMMEDIATELY FROM SITE OR RED-TAGGED AND REMOVED AS SOON AS POSSIBLE. 3. THE RESTORATION CONSULTANT MAY ELECT TO INSPECT PLANT MATERIALS AT THE PLACE OF GROWTH. AFTER INSPECTION AND ACCEPTANCE, THE RESTORATION CONSULTANT MAY REQUIRE THE INSPECTED PLANTS BE LABELED AND RESERVED FOR PROJECT. SUBSTITUTION OF THESE PLANTS WITH OTHER INDIVIDUALS, EVEN OF THE SAME SPECIES AND SIZE, IS UNACCEPTABLE. MEASUREMENT OF PLANTS 1. PLANTS SHALL CONFORM TO SIZES SPECIFIED UNLESS SUBSTITUTIONS ARE MADE AS OUTLINED IN THIS CONTRACT. 2. HEIGHT AND SPREAD DIMENSIONS SPECIFIED REFER TO MAIN BODY OF PLANT AND NOT BRANCH OR ROOT TIP TO TIP. PLANT DIMENSIONS SHALL BE MEASURED WHEN THEIR BRANCHES OR ROOTS ARE IN THEIR NORMAL POSITION. 3. WHERE A RANGE OF SIZE IS GIVEN, NO PLANT SHALL BE LESS THAN THE MINIMUM SIZE AND AT LEAST 50% OF THE PLANTS SHALL BE AS LARGE AS THE MEDIAN OF THE SIZE RANGE. (EXAMPLE: IF THE SIZE RANGE IS 12" TO 18", AT LEAST 50% OF PLANTS MUST BE 15" TALL.). SUBMITTALS PROPOSED PLANT SOURCES 1. WITHIN 45 DAYS AFTER AWARD OF THE CONTRACT, SUBMIT A COMPLETE LIST OF PLANT MATERIALS PROPOSED TO BE PROVIDED DEMONSTRATING CONFORMANCE WITH THE REQUIREMENTS SPECIFIED. INCLUDE THE NAMES AND ADDRESSES OF ALL GROWERS AND NURSERIES. PRODUCT CERTIFICATES 1. PLANT MATERIALS LIST - SUBMIT DOCUMENTATION TO CONSULTANT AT LEAST 30 DAYS PRIOR TO START OF WORK UNDER THIS SECTION THAT PLANT MATERIALS HAVE BEEN ORDERED. ARRANGE PROCEDURE FOR INSPECTION OF PLANT MATERIAL WITH CONSULTANT AT TIME OF SUBMISSION. 2. HAVE COPIES OF VENDOR'S OR GROWERS' INVOICES OR PACKING SLIPS FOR ALL PLANTS ON SITE DURING INSTALLATION. INVOICE OR PACKING SLIP SHOULD LIST SPECIES BY SCIENTIFIC NAME, QUANTITY, AND DATE DELIVERED (AND GENETIC ORIGIN IF THAT INFORMATION WAS PREVIOUSLY REQUESTED). DELIVERY, HANDLING, & STORAGE NOTIFICATION CONTRACTOR MUST NOTIFY CONSULTANT 48 HOURS OR MORE IN ADVANCE OF DELIVERIES SO THAT CONSULTANT MAY ARRANGE FOR INSPECTION. PLANT MATERIALS 1. TRANSPORTATION - DURING SHIPPING, PLANTS SHALL BE PACKED TO PROVIDE PROTECTION AGAINST CLIMATE EXTREMES, BREAKAGE AND DRYING. PROPER VENTILATION AND PREVENTION OF DAMAGE TO BARK, BRANCHES, AND ROOT SYSTEMS MUST BE ENSURED. 2. SCHEDULING AND STORAGE - PLANTS SHALL BE DELIVERED AS CLOSE TO PLANTING AS POSSIBLE. PLANTS IN STORAGE MUST BE PROTECTED AGAINST ANY CONDITION THAT IS DETRIMENTAL TO THEIR CONTINUED HEALTH AND VIGOR. 3. HANDLING - PLANT MATERIALS SHALL NOT BE HANDLED BY THE TRUNK, LIMBS, OR FOLIAGE BUT ONLY BY THE CONTAINER, BALL, BOX, OR OTHER PROTECTIVE STRUCTURE, EXCEPT BAREROOT PLANTS SHALL BE KEPT IN BUNDLES UNTIL PLANTING AND THEN HANDLED CAREFULLY BY THE TRUNK OR STEM. 4. LABELS - PLANTS SHALL HAVE DURABLE, LEGIBLE LABELS STATING CORRECT SCIENTIFIC NAME AND SIZE. TEN PERCENT OF CONTAINER GROWN PLANTS IN INDIVIDUAL POTS SHALL BE LABELED. PLANTS SUPPLIED IN FLATS, RACKS, BOXES, BAGS, OR BUNDLES SHALL HAVE ONE LABEL PER GROUP. WARRANTY PLANT WARRANTY PLANTS MUST BE GUARANTEED TO BE TRUE TO SCIENTIFIC NAME AND SPECIFIED SIZE, AND TO BE HEALTHY AND CAPABLE OF VIGOROUS GROWTH. REPLACEMENT 1. PLANTS NOT FOUND MEETING ALL OF THE REQUIRED CONDITIONS AT THE CONSULTANT'S DISCRETION MUST BE REMOVED FROM SITE AND REPLACED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE. 2. PLANTS NOT SURVIVING AFTER ONE YEAR TO BE REPLACED AT THE CONTRACTOR'S EXPENSE. PLANT MATERIAL GENERAL 1. PLANTS SHALL BE NURSERY GROWN IN ACCORDANCE WITH GOOD HORTICULTURAL PRACTICES UNDER CLIMATIC CONDITIONS SIMILAR TO OR MORE SEVERE THAN THOSE OF THE PROJECT SITE. 2. PLANTS SHALL BE TRUE TO SPECIES AND VARIETY OR SUBSPECIES. NO CULTIVARS OR NAMED VARIETIES SHALL BE USED UNLESS SPECIFIED AS SUCH. QUANTITIES SEE PLANT LIST ON ACCOMPANYING PLANS AND PLANT SCHEDULES. ROOT TREATMENT 1. CONTAINER GROWN PLANTS (INCLUDES PLUGS): PLANT ROOT BALLS MUST HOLD TOGETHER WHEN THE PLANT IS REMOVED FROM THE POT, EXCEPT THAT A SMALL AMOUNT OF LOOSE SOIL MAY BE ON THE TOP OF THE ROOTBALL. 2. PLANTS MUST NOT BE ROOT-BOUND; THERE MUST BE NO CIRCLING ROOTS PRESENT IN ANY PLANT INSPECTED. 3.ROOTBALLS THAT HAVE CRACKED OR BROKEN WHEN REMOVED FROM THE CONTAINER SHALL BE REJECTED. PLANT INSTALLATION SPECIFICATIONS MITIGATION NOTES PLANTING & MITIGATION NOTES (1 OF 2) SCALE: NTS PROJECT MANAGER: DESIGNED: DRAFTED: CHECKED: SHEET SIZE: ORIGINAL PLAN IS 22" x 34". SCALE ACCORDINGLY.BY© Copyright- The Watershed Company DATEPRINTED BYFILENAMETHE WATERSHED COMPANY S c i e n c e & D e s i g n 750 Sixth Street South Kirkland WA 98033 p 425.822.5242 www.watershedco.com JOB NUMBER: SHEET NUMBER:SUBMITTALS & REVISIONSDESCRIPTIONDATENO.PSE RENTON MITIGATIONMITIGATION PLANPREPARED FOR: PUGET SOUND ENERGYENERGIZE EASTSIDEPARCEL # 2023059001, 0423059342, 0423059035RENTON, WA 98055JC LM LM JC/MF 111103.11 OF 61 01-08-2018 MITIGATION PLANLM5 NOT FOR CONSTRUCTION TALBOT MITIGATION PLAN PSE ENERGIZE EASTSIDE 230 - RENTON EXECUTIVE SUMMARY PSE'S ENERGIZE EASTSIDE PROJECT (THE PROJECT) PROPOSES TO UPGRADE EXISTING TRANSMISSION LINES IN RENTON IN ORDER TO INCREASE TRANSMISSION SYSTEM CAPACITY TO 230KV POWER. PROJECT ELEMENTS, EXISTING CONDITIONS, MITIGATION SEQUENCING, AND PROJECT IMPACTS TO CRITICAL AREAS ARE DISCUSSED IN THE CITY OF RENTON CRITICAL AREAS REPORT (RENTON CAR) PREPARED BY THE WATERSHED COMPANY, JANUARY 2019. THIS MITIGATION PLAN IS INTENDED TO REPRESENT THE MITIGATION PLAN REFERENCED IN THE RENTON CAR. IT HAS BEEN DESIGNED TO APPROPRIATELY MITIGATE FOR PROJECT IMPACTS OCCURRING IN WETLAND AND STREAM CRITICAL AREA BUFFERS AS DESCRIBED IN THE RENTON CAR AND REQUIRED BY THE RENTON MUNICIPAL CODE (RMC). PROPOSED PROJECT ACTIVITIES IMPACT WETLAND AND STREAM BUFFERS IN THREE POSSIBLE WAYS: PERMANENT IMPACTS RESULTING IN A CONVERSION TO A DEVELOPED CONDITION AS A RESULT OF POLE FOOTPRINTS, VEGETATION CONVERSION FROM A FORESTED VEGETATION TYPE TO A SHRUB OR HERBACEOUS COMMUNITY DUE TO VEGETATION MANAGEMENT REQUIREMENTS (CONVERSION), AND/OR TEMPORARY IMPACTS ASSOCIATED WITH CONSTRUCTION ACTIVITIES (TEMPORARY). TEMPORARY IMPACTS WILL BE RESTORED IN PLACE AFTER CONSTRUCTION WORK IS COMPLETE. CONVERSION AND PERMANENT BUFFER IMPACTS REQUIRE MITIGATION WHICH IS PRESENTED HEREIN. THE PROJECT HAS AVOIDED ALL DIRECT PERMANENT IMPACTS (FILL) TO WETLANDS, STREAMS AND STREAM BUFFERS. ONE NEW POLE WILL BE INSTALLED WITHIN A WETLAND BUFFER AND THREE REPLACEMENT POLES WILL BE INSTALLED IN THE SAME LOCATION AS EXISTING POLES WITHIN A WETLAND BUFFER, BUT WITH A LARGER FOOTPRINT. TWO EXISTING TRANSMISSION POLES WILL BE REMOVED FROM WETLAND BUFFER, RESULTING IN AN OVERALL NET INCREASE OF ONLY 68 SF OF FILL MATERIAL IN BUFFER AREAS. VEGETATION CONVERSION (TREE REMOVAL) IMPACTS OCCUR IN THE BUFFER AREA OF THREE WETLAND AND THREE STREAM FEATURES AND ARE NECESSARY TO ACCOMMODATE THE NEW 230KV TRANSMISSION LINE DESIGN AND MEET FEDERAL SAFETY STANDARDS. MITIGATION FOR IMPACTS IS PLANNED IN THE BUFFER OF WETLAND NRO1 IN THE LOWER CEDAR RIVER SUB-BASIN (TALBOT SITE). AS DISCUSSED IN THE RENTON CAR, THIS LOCATION WAS SELECTED FOR MITIGATION ACTIVITIES BASED UPON THE LOCATION OF PROJECT IMPACTS, OPPORTUNITY PRESENT, PROPERTY OWNERSHIP, PROXIMITY TO OTHER REGULATED CRITICAL AREAS, AND THE VALUE OF THE ENHANCMENT TO OVERALL CRITICAL AREA FUNCTION IN THE CORRIDOR. ADDITIONALLY, SNAG CREATION IS PROPOSED IN THE BUFFER OF HONEY DEW CREEK TO MITIGATE FOR SOME IMPACTS TO HABITAT OCCURING WITHIN THE MAY CREEK SUB-BASIN. THE MINIMUM MITIGATION AREA REQUIRED, AS PRESENTED IN THE RENTON CAR IS 9,461 SF. THIS WAS CALCULATED BASED ON A PERMANENT IMPACT MITIGATION RATIO OF 1:1 AND A VEGETATION CONVERSION MITIGATION RATIO OF 0.5:1 BASED ON ECOLOGY GUIDANCE. A TOTAL AREA OF APPROXIMATELY 9,500 SF OF DEGRADED BUFFER WILL BE ENHANCED ON THE TALBOT SITE. THE ENHANCEMENT AREAS INCLUDE INVASIVE SPECIES REMOVAL AND INSTALLATION OF NATIVE TREES, SHRUBS, AND GROUNDCOVER PLANTS. OVERVIEW THE MITIGATION PLAN CONSISTS OF APPROXIMATELY 9,500 SF OF WETLAND NRO1 BUFFER ENHANCEMENT ON THE TALBOT SITE, PLUS SNAG AND HINGE-CUT TREE CREATION IN THE BUFFER OF HONEY DEW CREEK. THE MITIGATION PLAN INCLUDES A COMPREHENSIVE FIVE-YEAR MAINTENANCE AND MONITORING PLAN, PER RMC 4-3-50.L.3. THE PLAN SPECIFIES APPROPRIATE SPECIES FOR PLANTING AND PLANTING TECHNIQUES, DESCRIBES PROPER MAINTENANCE ACTIVITIES, AND SETS FORTH PERFORMANCE STANDARDS TO BE MET YEARLY DURING MONITORING. THESE SPECIFICATIONS AND STANDARDS WILL ENSURE THAT ENHANCEMENT/RESTORATION PLANTINGS WILL BE MAINTAINED, MONITORED, AND SUCCESSFULLY ESTABLISHED WITHIN THE FIRST FIVE YEARS FOLLOWING IMPLEMENTATION. BUFFER ENHANCEMENT WILL INCLUDE REMOVAL OF INVASIVE SPECIES, INSTALLATION OF NATIVE TREES, SHRUBS, AND GROUNDCOVER, AND CREATION OF HABITAT SNAGS AND HINGE-CUT TREES FROM SUITABLE TREES PROPOSED FOR REMOVAL FROM THE HONEY DEW CREEK BUFFER THESE MITIGATION ACTIVITIES ARE INTENDED TO INCREASE NATIVE PLANT COVER, DECREASE INVASIVE SPECIES PREVALENCE, IMPROVE NATIVE SPECIES DIVERSITY, AND PROVIDE FOOD AND OTHER HABITAT RESOURCES FOR WILDLIFE. GOALS 1. ENHANCE DEGRADED CRITICAL AREA BUFFER. a. ESTABLISH DENSE AND DIVERSE VEGETATION COMMUNITIES THROUGHOUT THE MITIGATION AREA. b. INCREASE SPECIAL HABITAT FEATURES IN BUFFER AREAS THROUGH CREATION OF HABITAT SNAGS AND HINGE-CUT TREES. PERFORMANCE STANDARDS (TALBOT SITE) THE STANDARDS LISTED BELOW WILL BE USED TO JUDGE THE SUCCESS OF THE PLAN OVER TIME. IF THE STANDARDS ARE MET AT THE END OF THE FIVE-YEAR MONITORING PERIOD, THE CITY SHALL RELEASE THE PERFORMANCE BOND. 1. SURVIVAL: a. 100% SURVIVAL OF ALL INSTALLED WOODY VEGETATION AT THE END OF YEAR 1, STARTING FROM THE DATE OF SUBSTANTIALLY COMPLETE INSTALLATION. THIS STANDARD MAY BE MET THROUGH ESTABLISHMENT OF INSTALLED PLANTS OR BY REPLANTING AS NECESSARY TO ACHIEVE THE REQUIRED NUMBERS. b. 80% SURVIVAL OF ALL INSTALLED WOODY VEGETATION AT THE END OF YEAR 2. THIS STANDARD MAY BE MET THROUGH ESTABLISHMENT OF INSTALLED PLANTS OR BY REPLANTING AS NECESSARY TO ACHIEVE THE REQUIRED NUMBERS. i. SURVIVAL BEYOND YEAR 2 IS DIFFICULT TO TRACK. THEREFORE, DIVERSITY AND COVER STANDARDS ARE PROPOSED IN PLACE OF SURVIVAL (SEE BELOW). 2. NATIVE VEGETATION COVER IN PLANTED AREA: a.ACHIEVE AT LEAST 60% COVER OF NATIVE SHRUBS BY THE END OF YEAR 3. TRANSMISSION LINE-FRIENDLY NATIVE VOLUNTEER SPECIES MAY COUNT TOWARD THIS STANDARD. b. ACHIEVE AT LEAST 80% COVER OF NATIVE SHRUBS BY THE END OF YEAR 5. TRANSMISSION LINE-FRIENDLY NATIVE VOLUNTEER SPECIES MAY COUNT TOWARD THIS STANDARD. 3. SPECIES DIVERSITY IN PLANTED AREAS: a. ESTABLISH AT LEAST FOUR NATIVE SHRUB SPECIES, BY YEAR 5. TRANSMISSION LINE-FRIENDLY NATIVE VOLUNTEER SPECIES MAY COUNT TOWARD THIS STANDARD. “ESTABLISHMENT” IS CONSIDERED TO BE AT LEAST FOUR HEALTHY, INDIVIDUAL PLANTS OF A GIVEN SPECIES PRESENT WITHIN THE MITIGATION AREAS. 4. INVASIVE SPECIES STANDARD: NO MORE THAN 20% COVER OF INVASIVE SPECIES IN THE PLANTING AREA IN ANY MONITORING YEAR, EXCEPT SHALL NOT EXCEED 10% COVER AT THE END OF YEAR 5. INVASIVE SPECIES ARE DEFINED AS ANY CLASS A, B, OR C NOXIOUS WEEDS AS LISTED BY THE KING COUNTY NOXIOUS WEED CONTROL BOARD.SHEET_39 ENERGIZE_EASTSIDETED-40-4140 PLANTING & MITIGATION NOTES (2 OF 2) TALBOT MITIGATION NOTES MONITORING METHODS THIS MONITORING PROGRAM IS DESIGNED TO TRACK THE SUCCESS OF THE MITIGATION SITE OVER TIME BY MEASURING THE DEGREE TO WHICH THE PERFORMANCE STANDARDS LISTED ABOVE ARE BEING MET. A FIVE YEAR MONITORING PERIOD IS PROPOSED, CONSISTENT WITH THE METHODS OUTLINED IN RMC 4-3-50.L.3. PER RMC 4-3-50.L.3, SHOULD THE MITIGATION PROJECT FAIL TO MEET ESTABLISHED SUCCESS CRITERIA AT ANY POINT, THE MONITORING PERIOD SHALL BE STARTED OVER AT YEAR ONE. THE ADMINISTRATOR SHALL HAVE THE AUTHORITY TO MODIFY OR EXTEND THE MONITORING PERIOD AND REQUIRE ADDITIONAL MONITORING REPORTS FOR UP TO TEN (10) YEARS WHEN ANY OF THE FOLLOWING CONDITIONS APPLY: A. THE PROJECT DOES NOT MEET THE PERFORMANCE STANDARDS IDENTIFIED IN THE MITIGATION PLAN; B. THE PROJECT DOES NOT PROVIDE ADEQUATE REPLACEMENT FOR THE FUNCTIONS AND VALUES OF THE IMPACTED CRITICAL AREA; C. THE PROJECT INVOLVES ESTABLISHMENT OF FORESTED PLANT COMMUNITIES, WHICH REQUIRE LONGER TIME FOR ESTABLISHMENT. MONITORING OF THE MITIGATION SITE AND ASSOCIATED MONITORING REPORTS WILL BE CONDUCTED/PREPARED BY A RESTORATION SPECIALIST AND SUBMITTED TO THE CITY FOR REVIEW. 1. AN AS-BUILT PLAN AND REPORT WILL BE PREPARED WITHIN 30 DAYS OF SUBSTANTIALLY COMPLETE INSTALLATION OF THE MITIGATION AREA. THE AS-BUILT PLAN WILL DOCUMENT CONFORMANCE WITH THESE PLANS AND WILL DISCLOSE ANY SUBSTITUTIONS OR OTHER NON-CRITICAL DEPARTURES. FOR THE TALBOT SITE, THE AS-BUILT PLAN WILL ESTABLISH BASELINE PLANT INSTALLATION QUANTITIES, PHOTO POINTS, MONITORING TRANSECTS, AND SURVEY PLOTS THAT WILL BE USED THROUGHOUT THE MONITORING PERIOD TO MEASURE THE PERFORMANCE STANDARDS. FOR THE HONEY DEW CREEK SITE, THE AS-BUILT SHOULD NOTE THE CREATION OF ALL HABITAT TREES, AS WELL AS ANY DEVIATIONS FROM THIS PLAN SET. 2. FOR THE FIRST YEAR FOLLOWING INSTALLATION, MONITORING REPORTS SHALL BE SUBMITTED QUARTERLY TO THE CITY FOR THE TALBOT SITE. THEREAFTER ANNUAL REPORTS FOR THE TALBOT SITE SHALL BE SUBMITTED AT THE END OF THE GROWING SEASON (YEARS 2-5). ANNUAL MONITORING REPORTS WILL INCLUDE THE FOLLOWING INFORMATION: a. SUMMARY OF PREVIOUS/SPRING VISITS. b. PLANT SURVIVAL AND/OR MORTALITY IN MITIGATION AREAS. c. CALCULATION OF NATIVE SPECIES COVER IN SURVEY PLOTS USING THE POINT-FRAME METHOD AND ALONG TRANSECTS USING THE LINE-INTERCEPT METHOD. d. ESTIMATES OF NATIVE SPECIES COVER SITE WIDE. e. INVASIVE SPECIES COVER AT SURVEY PLOTS AND ALONG TRANSECTS AND ESTIMATED SITE WIDE. f. COUNTS OF ESTABLISHED NATIVE SPECIES TO DETERMINE SPECIES RICHNESS. g. PHOTOGRAPHIC DOCUMENTATION AT PERMANENT PHOTOPOINTS. h. INTRUSIONS INTO THE PLANTING AREAS, EROSION, VANDALISM, TRASH, AND OTHER ACTIONS DETRIMENTAL TO THE OVERALL HEALTH OF THE MITIGATION AREAS. i. RECOMMENDATIONS FOR MAINTENANCE IN THE MITIGATION AREAS. j. RECOMMENDATIONS FOR REPLACEMENT OF ALL DEAD OR DYING PLANT MATERIAL WITH SAME OR LIKE SPECIES AND NUMBER AS ON THE APPROVED PLAN. 3. SPRING MONITORING IS RECOMMENDED EARLY IN EACH GROWING SEASON IN YEARS 2 THROUGH 5 TO NOTIFY THE OWNER AND/OR MAINTENANCE CREWS OF NECESSARY EARLY SEASON MAINTENANCE. RECOMMENDATIONS WILL BE ISSUED IN A SPRING MEMO AND WILL NOT BE SUBMITTED TO THE CITY. CONSTRUCTION NOTES AND SPECIFICATIONS GENERAL NOTES THE RESTORATION SPECIALIST WILL OVERSEE THE FOLLOWING: 1. TREE SNAGGING AND HINGE-CUTTING. 2. INVASIVE WEED CLEARING AND SITE PREPARATION; AND 3. PLANT MATERIAL INSPECTION. a. PLANT DELIVERY INSPECTION. b. 50% PLANT INSTALLATION/LAYOUT INSPECTION. c. 100% PLANT INSTALLATION INSPECTION. WORK SEQUENCE 1. HABITAT FEATURE CREATION: a. SNAG DESIGNATED TREES ACCORDING TO PLAN DETAIL B, SHEET 4, AND CONSISTENT WITH RECOMMENDATIONS IN THE ASSOCIATED GEOTECHNICAL REPORT. i. TREES SHOULD BE ACCESSED BY FOOT. ii. SNAG TOPS SHOULD BE PLACED PERPENDICULAR TO THE SLOPE, OR ROUGHLY PARALLEL TO THE SLOPE CONTOUR, IN A STABLE POSITION. iii. REMAINING TREE DEBRIS SHOULD BE SCATTERED UPSLOPE OF THE BUFFER AREA NEARBY. b.HINGE-CUT DESIGNATED TREES ACCORDING TO PLAN DETAIL A, SHEET 4. 2. CLEAR THE PLANTING AREA OF ALL INVASIVE WOODY VEGETATION INCLUDING BUT NOT LIMITED TO HIMALAYAN BLACKBERRY. PULL OTHER HERBACEOUS INVASIVE VEGETATION AS ENCOUNTERED (E.G., REED CANARYGRASS, HERB ROBERT). 3. INSTALL EROSION CONTROLS SUCH AS WATTLES OR JUTE MAT AS DETERMINED NECESSARY IN COORDINATION WITH GEOTECHNICAL CONSULTANT. 4.PREPARE SOIL PER DETAIL F, SHEET 4. 5. INSTALL PLANTING AREAS: a. LAYOUT VEGETATION TO BE INSTALLED PER THE PLANTING PLAN AND PLANT SCHEDULE WITH CONSIDERATION OF PLANT SPECIES GROWING CONDITIONS. b. PREPARE A PLANTING PIT FOR EACH PLANT AND INSTALL PER THE PLANTING DETAILS. INSTALL PLANTS DURING DORMANT SEASON (OCTOBER 15TH/ TO MARCH 15TH/). c. MULCH EACH PLANT WITH A CIRCULAR WOOD CHIP MULCH RING, 4 INCHES THICK AND EXTENDING 9 INCHES FROM THE BASE OF THE PLANT (18-INCH DIAMETER). IF THERE ARE LOTS OF INVASIVE PLANTS REMOVED, BLANKET MULCH THE AREA. MAINTAIN THREE INCH GAP BETWEEN MULCH AND PLANT STEM. d. SCHEDULE WATERING TRUCK TO PROVIDE AT LEAST ONE INCH OF WATER PER WEEK, AS NECESSARY, FROM JUNE 1ST/ TO SEPTEMBER 30TH/ FOR AT LEAST TWO SUMMERS AFTER INITIAL PLANT INSTALLATION. ALTERNATIVE WATERING METHODS (E.G., GATOR BAGS) MAY BE UTILIZED WITH APPROVAL FROM THE RESTORATION SPECIALIST. MAINTENANCE MITIGATION PLAN AREAS SHALL BE MAINTAINED FOR FIVE YEARS FOLLOWING COMPLETION OF THE INITIAL PLANT AND SEED INSTALLATION. 1. ROUTINE MAINTENANCE OF TALBOT PLANTING AREAS: a. AT LEAST TWICE YEARLY, REMOVE BY HAND ALL COMPETING WEEDS AND WEED ROOTS FROM BENEATH EACH INSTALLED PLANT AND ANY DESIRABLE VOLUNTEER VEGETATION TO A DISTANCE OF 12 INCHES FROM THE MAIN PLANT STEM. WEEDING SHOULD OCCUR AS NEEDED DURING THE SPRING AND SUMMER. FREQUENT WEEDING WILL RESULT IN LOWER MORTALITY AND LOWER PLANT REPLACEMENT COSTS. b. DO NOT WEED THE AREA NEAR THE PLANT BASES WITH STRING TRIMMER (WEED WHACKER). NATIVE WOODY PLANTS ARE EASILY DAMAGED OR KILLED, AND WEEDS EASILY RECOVER AFTER TRIMMING. c. DURING REGULAR WEED MAINTENANCE EFFORTS (FOCUSED AROUND INSTALLED VEGETATION), ALSO GRUB OUT ANY INVASIVE SPECIES PRESENT IN DESIGNATED MITIGATION AREAS AND REMOVE FROM THE SITE. d. APPLY SLOW-RELEASE, PHOSPHOROUS-FREE, GRANULAR FERTILIZER TO EACH INSTALLED PLANT ANNUALLY IN THE SPRING (BY JUNE 1) OF YEARS 2 THROUGH 5. e. MULCH THE WEEDED AREAS BENEATH EACH PLANT WITH WOOD CHIP MULCH AS NECESSARY TO MAINTAIN A MINIMUM 4-INCH-THICK, 18-INCH-DIAMETER MULCH RING. f. ENSURE PLANTS RECEIVE A MINIMUM OF ONE INCH OF WATER PER WEEK, AS NEEDED, FROM JUNE 1ST/ THROUGH SEPTEMBER 30TH/ FOR THE FIRST TWO YEARS FOLLOWING INSTALLATION. THE MOST FEASIBLE IRRIGATION OPTION FOR THE SITE IS EXPECTED TO BE USE OF A WATERING TRUCK. IRRIGATION BEYOND THE SECOND YEAR MAY BE NEEDED BASED ON SITE PERFORMANCE OR SIGNIFICANT REPLANTING. g. FOLLOW ADDITIONAL RECOMMENDATIONS NOTED IN THE SPRING OR ANNUAL MONITORING SITE VISIT. h. AS DIRECTED, INSTALL REPLACEMENT PLANTS DURING THE UPCOMING DORMANT SEASON (OCTOBER 15TH/ TO MARCH 15TH/) TO ENSURE AN 80% SURVIVAL RATE. CONTINGENCY PLAN PER RMC 4-3-050.L.2,. A SURETY DEVICE IS REQUIRED TO ENSURE THE APPLICANT'S COMPLIANCE WITH THE TERMS OF THE MITIGATION AGREEMENT. THE DEVICE SHALL MEET THE REQUIREMENTS SET FORTH IN RMC 4-3-050.L.2. MATERIALS 1.COMPOST: SHALL MEET WSDOT STANDARDS SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, 9-14.4(8) FOR FINE COMPOST. 2.FERTILIZER (FOR NEAR AQUATIC ENVIRONMENTS): SLOW-RELEASE, PHOSPHOROUS-FREE GRANULAR FERTILIZER. LABEL MUST INDICATE THAT PRODUCT IS SAFE FOR AQUATIC ENVIRONMENTS. FOLLOW MANUFACTURER'S INSTRUCTIONS FOR USE. KEEP FERTILIZER IN WEATHER-TIGHT CONTAINER WHILE ON-SITE. FERTILIZER IS ONLY TO BE APPLIED IN YEARS TWO AND THREE, NOT IN YEAR ONE. 3.RESTORATION SPECIALIST: THE WATERSHED COMPANY [(425) 822-5242] PERSONNEL OR OTHER PERSON QUALIFIED TO EVALUATE ENVIRONMENTAL RESTORATION PROJECTS. 4.WOOD CHIP MULCH: "ARBORIST CHIPS" (CHIPPED WOODY MATERIAL) APPROXIMATELY ONE TO THREE INCHES IN MAXIMUM DIMENSION (NOT SAWDUST). THIS MATERIAL IS COMMONLY AVAILABLE IN LARGE QUANTITIES FROM ARBORISTS OR TREE-PRUNING COMPANIES. MULCH SHALL NOT CONTAIN APPRECIABLE QUANTITIES OF GARBAGE, PLASTIC, METAL, SOIL, AND DIMENSIONAL LUMBER OR CONSTRUCTION/DEMOLITION DEBRIS. PROJECT MANAGER: DESIGNED: DRAFTED: CHECKED: SHEET SIZE: ORIGINAL PLAN IS 22" x 34". SCALE ACCORDINGLY.BY© Copyright- The Watershed Company DATEPRINTED BYFILENAMETHE WATERSHED COMPANY S c i e n c e & D e s i g n 750 Sixth Street South Kirkland WA 98033 p 425.822.5242 www.watershedco.com JOB NUMBER: SHEET NUMBER:SUBMITTALS & REVISIONSDESCRIPTIONDATENO.PSE RENTON MITIGATIONMITIGATION PLANPREPARED FOR: PUGET SOUND ENERGYENERGIZE EASTSIDEPARCEL # 2023059001, 0423059342, 0423059035RENTON, WA 98055JC LM LM JC/MF 111103.11 OF 61 01-08-2018 MITIGATION PLANLM6SCALE: NTS NOT FOR CONSTRUCTIONSHEET_40 ENERGIZE_EASTSIDETED-40-4140