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HomeMy WebLinkAboutP_CSWPPP_Drainage_Control_Plan_210330_v4.pdfMAP CREATED BY: V4: 03/30/2021Path: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\ConceptualDrainageMemo\PSE_Renton_TESC_Index.mxdTopo Basemap - ESRI Online,Transmission Line - PSE ST169 ST900 §¨¦405 Renton Renton Newcastle KingCounty 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 1 2 3 4 5 I0 0.25 0.5 Mile RENTON TEMPORARY EROSION ANDSEDIMENT CONTROL (TESC) PLANINDEX SOURCES: APPLICANT:Ryan WiederPuget Sound EnergyP.O. Box 97034, Bellevue WA 98009-9734 (425)999 - 2244 ACREAGE IN RENTON: 44.5 acres §¨¦405 Renton Newcastle 8 8888!(D!(D&-&-4/2 C-16A A1 4/2 C-16B A1 BMP S2 BMPS2 BMPC121d BMPC120c SE 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 entonPath: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\ConceptualDrainageMemo\PSE_Renton_TESC2.mxdProject Corridor &-Proposed Pole Location !(D Existing Pole Location–To Be Removed Transmission Line - Proposed Transmission Line - Existing 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 #*Potential Stringing Site Stream Wetland Wetland or Stream Buffer Landslide Hazard Landslide Hazard 50ft Buffer Steep Slope Steep Slope 50ft Buffer Erosion Hazard Coal Mine 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 340 360 380 320 300 280 500 520 540560 400 420440 460480 340 360 380 320 300 280 500 520 540560 Profile View Structure Conductor Ground Line Major Elevation Grid Major Station Grid Minor Station Grid I0 25 50 Feet 1 inch = 50 feet MAP EXTENT 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: 2Date: 8/23/2018 Page 1 of 30 BASED ON PSE ENGINEERINGDESIGN REVISION N RENTON TEMPORARY EROSION AND SEDIMENTCONTROL (TESC) PLAN BMPC120 5/7 C-16 A1 Proposed Pole Number Structure Type (See Appx. A) Construction Scenario Key (See Appx. B) BMP Key (See Appx. C) DRAFTKing CountyPole 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 V4 Date: 03/30/2021 §¨¦405 Renton Newcastle88!(D!(D&-&-4/1 C-18A C1 4/1 C-18B C1 #*#*BMPC120c BMPC151g BMPC120c 0423059069 0423059142 3345100450K i n g C o untyC i t y o f R entonPath: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\ConceptualDrainageMemo\PSE_Renton_TESC2.mxdProject Corridor &-Proposed Pole Location !(D Existing Pole Location–To Be Removed Transmission Line - Proposed Transmission Line - Existing 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 #*Potential Stringing Site Stream Wetland Wetland or Stream Buffer Landslide Hazard Landslide Hazard 50ft Buffer Steep Slope Steep Slope 50ft Buffer Erosion Hazard Coal Mine 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 420440 460480 340 360 380 320 500 520 540560 580 600 Profile View Structure Conductor Ground Line Major Elevation Grid Major Station Grid Minor Station Grid I0 25 50 Feet 1 inch = 50 feet MAP EXTENT 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: 3Date: 8/23/2018 Page 2 of 30 BASED ON PSE ENGINEERINGDESIGN REVISION N RENTON TEMPORARY EROSION AND SEDIMENTCONTROL (TESC) PLAN BMPC120 5/7 C-16 A1 Proposed Pole Number Structure Type (See Appx. A) Construction Scenario Key (See Appx. B) BMP Key (See Appx. C) DRAFT BMPT5.12 V4 Date: 03/30/2021 §¨¦405 Renton Newcastle 888888!(D!(D!(D!(D!(D&-&-&-&-&-3/9 C-17A C1 3/9 C-17B C1 3/10 C-2A C1 3/10 C-2B C1 4/1C-18AC1 #*BMPC151 BMPC121d BMPC120c BMPC151g BMPS2 P20 P 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 Path: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\ConceptualDrainageMemo\PSE_Renton_TESC2.mxdProject Corridor &-Proposed Pole Location !(D Existing Pole Location–To Be Removed Transmission Line - Proposed Transmission Line - Existing 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 #*Potential Stringing Site Stream Wetland Wetland or Stream Buffer Landslide Hazard Landslide Hazard 50ft Buffer Steep Slope Steep Slope 50ft Buffer Erosion Hazard Coal Mine 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 I0 25 50 Feet 1 inch = 50 feet MAP EXTENT 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: 4Date: 8/23/2018 Page 3 of 30 BASED ON PSE ENGINEERINGDESIGN REVISION N RENTON TEMPORARY EROSION AND SEDIMENTCONTROL (TESC) PLAN BMPC120 5/7 C-16 A1 Proposed Pole Number Structure Type (See Appx. A) Construction Scenario Key (See Appx. B) BMP Key (See Appx. C) DRAFT C120c BMP BMPT5.12 BMPT5.12 V4 Date: 03/30/2021 §¨¦405 Renton Newcastle 8888!(D!(D!(D!(D&-&-&-&-&-3/7 C-1 A1 3/8 C-17A C1 3/8 C-17B C1 3/9 C-17A 3/9 C-17B C1 BMPS2 BMP PC151g BMPC151g BMPC120c BMPC120c S E 1 0 0 T H S T 126TH AVE SE0423059002 04280000200428000025 0428000095 04280000950428000100 0428000105 0428000155 0428000160 0428000165 0428000190 0428000195 04280002000428000205 0428000210 0428000290 0428000290 0428100530 3449820290 3449820300 3449820310 3449820320 K i n g C o untyC i t y o f R entonPath: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\ConceptualDrainageMemo\PSE_Renton_TESC2.mxdProject Corridor &-Proposed Pole Location !(D Existing Pole Location–To Be Removed Transmission Line - Proposed Transmission Line - Existing 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 #*Potential Stringing Site Stream Wetland Wetland or Stream Buffer Landslide Hazard Landslide Hazard 50ft Buffer Steep Slope Steep Slope 50ft Buffer Erosion Hazard Coal Mine 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 I0 25 50 Feet 1 inch = 50 feet MAP EXTENT 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: 5Date: 8/23/2018 Page 4 of 30 BASED ON PSE ENGINEERINGDESIGN REVISION N RENTON TEMPORARY EROSION AND SEDIMENTCONTROL (TESC) PLAN BMPC120 5/7 C-16 A1 Proposed Pole Number Structure Type (See Appx. A) Construction Scenario Key (See Appx. B) BMP Key (See Appx. C) DRAFT C1C120c BMP BMPT5.12 BMP T5.12 V4 Date: 03/30/2021 §¨¦405 Renton Newcastle8!(D!(D&-3/6 C-1 A1 BMPC120c NE21STS T NEW P ORT CTNE OLYMPIAAVENE0423059035 0428100530 0428100540 0428100545 3449820140 3449820150 3449820160 3449820170 3449820190 3449820200 3449820210 3449820220 34498202303449820240 3449820260 3449820270 3449820280 3449820460 3449820470 Path: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\ConceptualDrainageMemo\PSE_Renton_TESC2.mxdProject Corridor &-Proposed Pole Location !(D Existing Pole Location–To Be Removed Transmission Line - Proposed Transmission Line - Existing 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 #*Potential Stringing Site Stream Wetland Wetland or Stream Buffer Landslide Hazard Landslide Hazard 50ft Buffer Steep Slope Steep Slope 50ft Buffer Erosion Hazard Coal Mine Hazard Parcel City Jurisdiction Boundary I195+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 420440 460 480 340 360380 320300 500520 540560 580600 Profile View Structure Conductor Ground Line Major Elevation Grid Major Station Grid Minor Station Grid I0 25 50 Feet 1 inch = 50 feet MAP EXTENT 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: 6Date: 8/23/2018 Page 5 of 30 BASED ON PSE ENGINEERINGDESIGN REVISION N RENTON TEMPORARY EROSION AND SEDIMENTCONTROL (TESC) PLAN BMPC120 5/7 C-16 A1 Proposed Pole Number Structure Type (See Appx. A) Construction Scenario Key (See Appx. B) BMP Key (See Appx. C) DRAFT 340 360 320300 BMPC120c BMPC220i V3 Date: 03/02/2021 §¨¦405 Renton Newcastle 8 8 !(D!(D&-&-3/5 C-18A C1 3/5 C-18B C1#*#*MR01(Honey Creek)Type F BMPC151g 0423059035 0423059342 3888320090 Path: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\ConceptualDrainageMemo\PSE_Renton_TESC2.mxdProject Corridor &-Proposed Pole Location !(D Existing Pole Location–To Be Removed Transmission Line - Proposed Transmission Line - Existing 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 #*Potential Stringing Site Stream Wetland Wetland or Stream Buffer Landslide Hazard Landslide Hazard 50ft Buffer Steep Slope Steep Slope 50ft Buffer Erosion Hazard Coal Mine 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 460 480 340 360380 320300 280 260 500520 240 400 420440460 480 340 360380 320 300 280 260 500520 240 Profile View Structure Conductor Ground Line Major Elevation Grid Major Station Grid Minor Station Grid I0 25 50 Feet 1 inch = 50 feet MAP EXTENT 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: 7Date: 8/23/2018 Page 6 of 30 BASED ON PSE ENGINEERINGDESIGN REVISION N RENTON TEMPORARY EROSION AND SEDIMENTCONTROL (TESC) PLAN BMPC120 5/7 C-16 A1 Proposed Pole Number Structure Type (See Appx. A) Construction Scenario Key (See Appx. B) BMP Key (See Appx. C) DRAFT BMPT5.12 V4 Date: 03/30/2021 §¨¦405 Renton Newcastle 8 888 !(D!(D&-3/4 C-1 A1 BMP C121d BMPS3 BMPS2 NE15 TH S T0423059023 0423059097 0423059269 0423059342 Path: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\ConceptualDrainageMemo\PSE_Renton_TESC2.mxdProject Corridor &-Proposed Pole Location !(D Existing Pole Location–To Be Removed Transmission Line - Proposed Transmission Line - Existing 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 #*Potential Stringing Site Stream Wetland Wetland or Stream Buffer Landslide Hazard Landslide Hazard 50ft Buffer Steep Slope Steep Slope 50ft Buffer Erosion Hazard Coal Mine 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 I0 25 50 Feet 1 inch = 50 feet MAP EXTENT 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: 8Date: 8/23/2018 Page 7 of 30 BASED ON PSE ENGINEERINGDESIGN REVISION N RENTON TEMPORARY EROSION AND SEDIMENTCONTROL (TESC) PLAN BMPC120 5/7 C-16 A1 Proposed Pole Number Structure Type (See Appx. A) Construction Scenario Key (See Appx. B) BMP Key (See Appx. C) DRAFT V4 Date: 03/30/2021 §¨¦405 Renton Newcastle8888!(D!(D!(D!(D&-&-3/2 C-1 C1 3/3 C-1 C1 BMPC151g BMPC151g SR 9 0 0 0423059080 0423059097 0423059127 0423059145 0423059153 0423059269 Path: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\ConceptualDrainageMemo\PSE_Renton_TESC2.mxdProject Corridor &-Proposed Pole Location !(D Existing Pole Location–To Be Removed Transmission Line - Proposed Transmission Line - Existing 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 #*Potential Stringing Site Stream Wetland Wetland or Stream Buffer Landslide Hazard Landslide Hazard 50ft Buffer Steep Slope Steep Slope 50ft Buffer Erosion Hazard Coal Mine 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 I0 25 50 Feet 1 inch = 50 feet MAP EXTENT 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: 9Date: 8/23/2018 Page 8 of 30 BASED ON PSE ENGINEERINGDESIGN REVISION N RENTON TEMPORARY EROSION AND SEDIMENTCONTROL (TESC) PLAN BMPC120 5/7 C-16 A1 Proposed Pole Number Structure Type (See Appx. A) Construction Scenario Key (See Appx. B) BMP Key (See Appx. C) DRAFT V4 Date: 03/30/2021 §¨¦405 Renton Newcastle8!(D!(D&-3/1 C-1 A1 NE 12TH STLYNNWOOD AVE NE MONROE AVE NE 0423059096 04230591270423059169 0423059182 0423059316 0423059317 77361000057736100009773610001077361000157736100016 7801300000 Path: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\ConceptualDrainageMemo\PSE_Renton_TESC2.mxdProject Corridor &-Proposed Pole Location !(D Existing Pole Location–To Be Removed Transmission Line - Proposed Transmission Line - Existing 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 #*Potential Stringing Site Stream Wetland Wetland or Stream Buffer Landslide Hazard Landslide Hazard 50ft Buffer Steep Slope Steep Slope 50ft Buffer Erosion Hazard Coal Mine Hazard Parcel City Jurisdiction Boundary I165+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 I0 25 50 Feet 1 inch = 50 feet MAP EXTENT 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: 10Date: 8/23/2018 Page 9 of 30 BASED ON PSE ENGINEERINGDESIGN REVISION N RENTON TEMPORARY EROSION AND SEDIMENTCONTROL (TESC) PLAN BMPC120 5/7 C-16 A1 Proposed Pole Number Structure Type (See Appx. A) Construction Scenario Key (See Appx. B) BMP Key (See Appx. C) DRAFT V4 Date: 03/30/2021 §¨¦405 Renton Newcastle88 8 !(D!(D!(D!(D&-&-2/9 C-1 A1 2/10 C-1 A1#*BMPC120c BMPC120c MONROE AVE NE LYNNWOOD AVE NE 28548000302854800035285480004028548000452854800050 2854800055 28548000602854800065 285480007028548000752854800080 7227900028 7227900030 7801300000 Path: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\ConceptualDrainageMemo\PSE_Renton_TESC2.mxdProject Corridor &-Proposed Pole Location !(D Existing Pole Location–To Be Removed Transmission Line - Proposed Transmission Line - Existing 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 #*Potential Stringing Site Stream Wetland Wetland or Stream Buffer Landslide Hazard Landslide Hazard 50ft Buffer Steep Slope Steep Slope 50ft Buffer Erosion Hazard Coal Mine 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 I0 25 50 Feet 1 inch = 50 feet MAP EXTENT 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: 11Date: 8/23/2018 Page 10 of 30 BASED ON PSE ENGINEERINGDESIGN REVISION N RENTON TEMPORARY EROSION AND SEDIMENTCONTROL (TESC) PLAN BMPC120 5/7 C-16 A1 Proposed Pole Number Structure Type (See Appx. A) Construction Scenario Key (See Appx. B) BMP Key (See Appx. C) DRAFT V4 Date: 03/30/2021 §¨¦405 Renton Newcastle 8 !(D!(D&-2/8 C-1 A1BMP C120cNE10THST MONROE AVE NE 2854800080 2854800085285480009028548000952854800100 2854800105 2854800110 2854800115 2854800120 2854800125 7227900028 7809000005780900001078090000157809000020 7809200005 780920001078092000157809200020 Path: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\ConceptualDrainageMemo\PSE_Renton_TESC2.mxdProject Corridor &-Proposed Pole Location !(D Existing Pole Location–To Be Removed Transmission Line - Proposed Transmission Line - Existing 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 #*Potential Stringing Site Stream Wetland Wetland or Stream Buffer Landslide Hazard Landslide Hazard 50ft Buffer Steep Slope Steep Slope 50ft Buffer Erosion Hazard Coal Mine 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 320 500 520540 560580 600620 400 420440 460 480 340 360 380 320 500 520 540560 580 600620 Profile View Structure Conductor Ground Line Major Elevation Grid Major Station Grid Minor Station Grid I0 25 50 Feet 1 inch = 50 feet MAP EXTENT 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: 12Date: 8/23/2018 Page 11 of 30 BASED ON PSE ENGINEERINGDESIGN REVISION N RENTON TEMPORARY EROSION AND SEDIMENTCONTROL (TESC) PLAN BMPC120 5/7 C-16 A1 Proposed Pole Number Structure Type (See Appx. A) Construction Scenario Key (See Appx. B) BMP Key (See Appx. C) DRAFT V4 Date: 03/30/2021 §¨¦405 Renton Newcastle8!(D!(D&-2/7 C-1 A1 BMP C120c NE 8TH STNE 7TH CTMONROE AVE NE 7809000025780900003078090000357809000040780900004578090000507809000055 780920002078092000257809200030780920003578092000407809200045780920005078092000557809200060780920006578092000707809200075 Path: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\ConceptualDrainageMemo\PSE_Renton_TESC2.mxdProject Corridor &-Proposed Pole Location !(D Existing Pole Location–To Be Removed Transmission Line - Proposed Transmission Line - Existing 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 #*Potential Stringing Site Stream Wetland Wetland or Stream Buffer Landslide Hazard Landslide Hazard 50ft Buffer Steep Slope Steep Slope 50ft Buffer Erosion Hazard Coal Mine 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 I0 25 50 Feet 1 inch = 50 feet MAP EXTENT 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: 13Date: 8/23/2018 Page 12 of 30 BASED ON PSE ENGINEERINGDESIGN REVISION N RENTON TEMPORARY EROSION AND SEDIMENTCONTROL (TESC) PLAN BMPC120 5/7 C-16 A1 Proposed Pole Number Structure Type (See Appx. A) Construction Scenario Key (See Appx. B) BMP Key (See Appx. C) DRAFT V4 Date: 03/30/2021 §¨¦405 Renton Newcastle 8 8 888!(D!(D!(D!(D&-&-2/5 C-1 A1 2/6 C-1 A1 BMP C120c NE 7TH STNE 7TH PLMONROE AVE NE 7227800425 7227800426 7809200080 Path: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\ConceptualDrainageMemo\PSE_Renton_TESC2.mxdProject Corridor &-Proposed Pole Location !(D Existing Pole Location–To Be Removed Transmission Line - Proposed Transmission Line - Existing 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 #*Potential Stringing Site Stream Wetland Wetland or Stream Buffer Landslide Hazard Landslide Hazard 50ft Buffer Steep Slope Steep Slope 50ft Buffer Erosion Hazard Coal Mine 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 320 300 280 500 520 540 560 580 Profile View Structure Conductor Ground Line Major Elevation Grid Major Station Grid Minor Station Grid I0 25 50 Feet 1 inch = 50 feet MAP EXTENT 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: 14Date: 8/23/2018 Page 13 of 30 BASED ON PSE ENGINEERINGDESIGN REVISION N RENTON TEMPORARY EROSION AND SEDIMENTCONTROL (TESC) PLAN BMPC120 5/7 C-16 A1 Proposed Pole Number Structure Type (See Appx. A) Construction Scenario Key (See Appx. B) BMP Key (See Appx. C) DRAFT V4 Date: 03/30/2021 §¨¦405 Renton Newcastle8!(D!(D&-2/4 C-1 C1 BMPC151g BMPC120c NE 6TH PLNE 6TH STRENTON TECH ACRD MONROE AVE NE 7227800425 Path: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\ConceptualDrainageMemo\PSE_Renton_TESC2.mxdProject Corridor &-Proposed Pole Location !(D Existing Pole Location–To Be Removed Transmission Line - Proposed Transmission Line - Existing 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 #*Potential Stringing Site Stream Wetland Wetland or Stream Buffer Landslide Hazard Landslide Hazard 50ft Buffer Steep Slope Steep Slope 50ft Buffer Erosion Hazard Coal Mine 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 I0 25 50 Feet 1 inch = 50 feet MAP EXTENT 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: 15Date: 8/23/2018 Page 14 of 30 BASED ON PSE ENGINEERINGDESIGN REVISION N RENTON TEMPORARY EROSION AND SEDIMENTCONTROL (TESC) PLAN BMPC120 5/7 C-16 A1 Proposed Pole Number Structure Type (See Appx. A) Construction Scenario Key (See Appx. B) BMP Key (See Appx. C) DRAFT V4 Date: 03/30/2021 §¨¦405 Renton Newcastle88!(D!(D&-2/3 C-1 A1 M ONRO E AVE NE RENTON TEC H A C R D72278004257227800500 Path: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\ConceptualDrainageMemo\PSE_Renton_TESC2.mxdProject Corridor &-Proposed Pole Location !(D Existing Pole Location–To Be Removed Transmission Line - Proposed Transmission Line - Existing 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 #*Potential Stringing Site Stream Wetland Wetland or Stream Buffer Landslide Hazard Landslide Hazard 50ft Buffer Steep Slope Steep Slope 50ft Buffer Erosion Hazard Coal Mine 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 320 300 280 500 520 540 560 580 Profile View Structure Conductor Ground Line Major Elevation Grid Major Station Grid Minor Station Grid I0 25 50 Feet 1 inch = 50 feet MAP EXTENT 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: 16Date: 8/23/2018 Page 15 of 30 BASED ON PSE ENGINEERINGDESIGN REVISION N RENTON TEMPORARY EROSION AND SEDIMENTCONTROL (TESC) PLAN BMPC120 5/7 C-16 A1 Proposed Pole Number Structure Type (See Appx. A) Construction Scenario Key (See Appx. B) BMP Key (See Appx. C) DRAFT V4 Date: 03/30/2021 §¨¦405 Renton Newcastle888!(D!(D!(D!(D&-&-&-2/1 C-18A C1 2/1 C-18B C1 2/2 C-1 C1#*BMPC120c BMPC151g NE 4TH STRENTON TECH ACRD 1623059058 1623059059 1623059111 1623059112 7227800500 Path: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\ConceptualDrainageMemo\PSE_Renton_TESC2.mxdProject Corridor &-Proposed Pole Location !(D Existing Pole Location–To Be Removed Transmission Line - Proposed Transmission Line - Existing 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 #*Potential Stringing Site Stream Wetland Wetland or Stream Buffer Landslide Hazard Landslide Hazard 50ft Buffer Steep Slope Steep Slope 50ft Buffer Erosion Hazard Coal Mine 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 280 500 520 540 560 400420440 460 480 340 360 380 320300 280 260 500520 540 560 Profile View Structure Conductor Ground Line Major Elevation Grid Major Station Grid Minor Station Grid I0 25 50 Feet 1 inch = 50 feet MAP EXTENT 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: 17Date: 8/23/2018 Page 16 of 30 BASED ON PSE ENGINEERINGDESIGN REVISION N RENTON TEMPORARY EROSION AND SEDIMENTCONTROL (TESC) PLAN BMPC120 5/7 C-16 A1 Proposed Pole Number Structure Type (See Appx. A) Construction Scenario Key (See Appx. B) BMP Key (See Appx. C) DRAFT BMPT5.12 V4 Date: 03/30/2021 §¨¦405 Renton Newcastle888!(D!(D&-1/7 C-1 A1 1434000010 14340000121434000020 1623059059 Path: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\ConceptualDrainageMemo\PSE_Renton_TESC2.mxdProject Corridor &-Proposed Pole Location !(D Existing Pole Location–To Be Removed Transmission Line - Proposed Transmission Line - Existing 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 #*Potential Stringing Site Stream Wetland Wetland or Stream Buffer Landslide Hazard Landslide Hazard 50ft Buffer Steep Slope Steep Slope 50ft Buffer Erosion Hazard Coal Mine 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 540 240 Profile View Structure Conductor Ground Line Major Elevation Grid Major Station Grid Minor Station Grid I0 25 50 Feet 1 inch = 50 feet MAP EXTENT 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: 18Date: 8/23/2018 Page 17 of 30 BASED ON PSE ENGINEERINGDESIGN REVISION N RENTON TEMPORARY EROSION AND SEDIMENTCONTROL (TESC) PLAN BMPC120 5/7 C-16 A1 Proposed Pole Number Structure Type (See Appx. A) Construction Scenario Key (See Appx. B) BMP Key (See Appx. C) DRAFT BMPC120c V3 Date: 03/02/2021 §¨¦405 Renton Newcastle 88888!(D!(D&-1/6 C-1 A1 BMPC121 BMPS3 1434000010 1434000020 1623059133 Path: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\ConceptualDrainageMemo\PSE_Renton_TESC2.mxdProject Corridor &-Proposed Pole Location !(D Existing Pole Location–To Be Removed Transmission Line - Proposed Transmission Line - Existing 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 #*Potential Stringing Site Stream Wetland Wetland or Stream Buffer Landslide Hazard Landslide Hazard 50ft Buffer Steep Slope Steep Slope 50ft Buffer Erosion Hazard Coal Mine 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 540 240 400 420 440 460 480 340 360 380 320 300 280260 500520540 240 300 280260 Profile View Structure Conductor Ground Line Major Elevation Grid Major Station Grid Minor Station Grid I0 25 50 Feet 1 inch = 50 feet MAP EXTENT 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: 19Date: 8/23/2018 Page 18 of 30 BASED ON PSE ENGINEERINGDESIGN REVISION N RENTON TEMPORARY EROSION AND SEDIMENTCONTROL (TESC) PLAN BMPC120 5/7 C-16 A1 Proposed Pole Number Structure Type (See Appx. A) Construction Scenario Key (See Appx. B) BMP Key (See Appx. C) DRAFT BMPC120c V3 Date: 03/02/2021 §¨¦405 Renton Newcastle 888!(D!(D!(D!(D&-&-1/4 C-1 A1 1/5 C-1 A1 BMPC121d BMPS3 BMPS3 BMP C220i SE1STSTINDEX AVE SE1434000010 1434000020 1623059133 4307300550 4307300560 4307300570 4307300580 4307300590 4307300600 4307300610 4307301240 4307310360 4307310370 4307310380 43073103904307310400 4307330340 4307350010 4307350020 4307351230 Path: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\ConceptualDrainageMemo\PSE_Renton_TESC2.mxdProject Corridor &-Proposed Pole Location !(D Existing Pole Location–To Be Removed Transmission Line - Proposed Transmission Line - Existing 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 #*Potential Stringing Site Stream Wetland Wetland or Stream Buffer Landslide Hazard Landslide Hazard 50ft Buffer Steep Slope Steep Slope 50ft Buffer Erosion Hazard Coal Mine 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 I0 25 50 Feet 1 inch = 50 feet MAP EXTENT 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: 20Date: 8/23/2018 Page 19 of 30 BASED ON PSE ENGINEERINGDESIGN REVISION N RENTON TEMPORARY EROSION AND SEDIMENTCONTROL (TESC) PLAN BMPC120 5/7 C-16 A1 Proposed Pole Number Structure Type (See Appx. A) Construction Scenario Key (See Appx. B) BMP Key (See Appx. C) DRAFT V4 Date: 03/30/2021 §¨¦405 Renton Newcastle 88 8 !(D!(D!(D!(D&-&-1/3 C-1 A1 1/4 C-1 A1 #*BMPC220i BMPC203h BMPS3 BMPC220BMP C220 FERNDALEAVESE4307300390 4307300410 4307300420 4307300430 4307300460 4307300470 4307300480 4307300490 4307300500 4307300510 4307300520 4307300530 4307300540 4307301230 4307301240 430732022043073202304307320240430732025043073202604307320270 4307330270 4307330280 4307330290 4307330300 4307330310 4307330320 4307330330 4307330340 Path: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\ConceptualDrainageMemo\PSE_Renton_TESC2.mxdProject Corridor &-Proposed Pole Location !(D Existing Pole Location–To Be Removed Transmission Line - Proposed Transmission Line - Existing 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 #*Potential Stringing Site Stream Wetland Wetland or Stream Buffer Landslide Hazard Landslide Hazard 50ft Buffer Steep Slope Steep Slope 50ft Buffer Erosion Hazard Coal Mine 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 420 440 460 480 340 360380 320 300 280 260 180 200 220 240 Profile View Structure Conductor Ground Line Major Elevation Grid Major Station Grid Minor Station Grid I0 25 50 Feet 1 inch = 50 feet MAP EXTENT 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: 21Date: 8/23/2018 Page 20 of 30 BASED ON PSE ENGINEERINGDESIGN REVISION N RENTON TEMPORARY EROSION AND SEDIMENTCONTROL (TESC) PLAN BMPC120 5/7 C-16 A1 Proposed Pole Number Structure Type (See Appx. A) Construction Scenario Key (See Appx. B) BMP Key (See Appx. C) DRAFT V4 Date: 03/30/2021 §¨¦405 Renton Newcastle 8 8888 88!(D!(D!(D!(D!(D&-&-&-1/2 C-18B C1 1/3 C-1 A1 1/2 C-18A C1 #*#*BMPC203 BMP S3 BMPC220i BMPC220i BMPC220iBMP C151g BMPC120c C O A L M I N E H A Z A R D FERNDALEAVESES E 3 R D S T 3955901130 4307300380 4307300390 4307300400 4307300410 4307300420 4307301220 4307301230 4307301260 4307320250430732026043073202704307320280430732029043073203004307320310 Path: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\ConceptualDrainageMemo\PSE_Renton_TESC2.mxdProject Corridor &-Proposed Pole Location !(D Existing Pole Location–To Be Removed Transmission Line - Proposed Transmission Line - Existing 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 #*Potential Stringing Site Stream Wetland Wetland or Stream Buffer Landslide Hazard Landslide Hazard 50ft Buffer Steep Slope Steep Slope 50ft Buffer Erosion Hazard Coal Mine 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 I0 25 50 Feet 1 inch = 50 feet MAP EXTENT 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: 22Date: 8/23/2018 Page 21 of 30 BASED ON PSE ENGINEERINGDESIGN REVISION N RENTON TEMPORARY EROSION AND SEDIMENTCONTROL (TESC) PLAN BMPC120 5/7 C-16 A1 Proposed Pole Number Structure Type (See Appx. A) Construction Scenario Key (See Appx. B) BMP Key (See Appx. C) DRAFT BMPT5.12 V4 Date: 03/30/2021 §¨¦405 Renton Newcastle8 8!(D!(D&-1/1 C-1 A1 Not Rated B M P C1 2 0COAL MINE HAZARD COA L M I N E H A Z A R D SR 169 1623059035 1623059131 4307301220430730TRCT 430732032043073203304307320340430732TR-W Path: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\ConceptualDrainageMemo\PSE_Renton_TESC2.mxdProject Corridor &-Proposed Pole Location !(D Existing Pole Location–To Be Removed Transmission Line - Proposed Transmission Line - Existing 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 #*Potential Stringing Site Stream Wetland Wetland or Stream Buffer Landslide Hazard Landslide Hazard 50ft Buffer Steep Slope Steep Slope 50ft Buffer Erosion Hazard Coal Mine 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 320300 280 260 120 140160 180 200 220 240 Profile View Structure Conductor Ground Line Major Elevation Grid Major Station Grid Minor Station Grid I0 25 50 Feet 1 inch = 50 feet MAP EXTENT 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: 23Date: 8/23/2018 Page 22 of 30 BASED ON PSE ENGINEERINGDESIGN REVISION N RENTON TEMPORARY EROSION AND SEDIMENTCONTROL (TESC) PLAN BMPC120 5/7 C-16 A1 Proposed Pole Number Structure Type (See Appx. A) Construction Scenario Key (See Appx. B) BMP Key (See Appx. C) DRAFT V4 Date: 03/30/2021 §¨¦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 Path: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\ConceptualDrainageMemo\PSE_Renton_TESC2.mxdProject Corridor &-Proposed Pole Location !(D Existing Pole Location–To Be Removed Transmission Line - Proposed Transmission Line - Existing 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 #*Potential Stringing Site Stream Wetland Wetland or Stream Buffer Landslide Hazard Landslide Hazard 50ft Buffer Steep Slope Steep Slope 50ft Buffer Erosion Hazard Coal Mine 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 I0 25 50 Feet 1 inch = 50 feet MAP EXTENT 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: 24Date: 8/23/2018 Page 23 of 30 BASED ON PSE ENGINEERINGDESIGN REVISION N RENTON TEMPORARY EROSION AND SEDIMENTCONTROL (TESC) PLAN BMPC120 5/7 C-16 A1 Proposed Pole Number Structure Type (See Appx. A) Construction Scenario Key (See Appx. B) BMP Key (See Appx. C) DRAFT V4 Date: 03/30/2021 §¨¦405 Renton Newcastle 8 8!(D&-0/9 C-1 A1 BMPC220iBMPS2 SE8THSTHARRINGTON PL SE KIRKLAND AVE SE 1623059012 1623059078 1623059078 7701590000 Path: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\ConceptualDrainageMemo\PSE_Renton_TESC2.mxdProject Corridor &-Proposed Pole Location !(D Existing Pole Location–To Be Removed Transmission Line - Proposed Transmission Line - Existing 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 #*Potential Stringing Site Stream Wetland Wetland or Stream Buffer Landslide Hazard Landslide Hazard 50ft Buffer Steep Slope Steep Slope 50ft Buffer Erosion Hazard Coal Mine Hazard Parcel City Jurisdiction Boundary I50+00595 0/9DCT2D 100FTSTA=51+65.84 HT=86FT ELE=249.01 400420 340 360380 320300 280 260 120 140 160 180 200 220 240 Profile View Structure Conductor Ground Line Major Elevation Grid Major Station Grid Minor Station Grid I0 25 50 Feet 1 inch = 50 feet MAP EXTENT 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: 25Date: 8/23/2018 Page 24 of 30 BASED ON PSE ENGINEERINGDESIGN REVISION N RENTON TEMPORARY EROSION AND SEDIMENTCONTROL (TESC) PLAN BMPC120 5/7 C-16 A1 Proposed Pole Number Structure Type (See Appx. A) Construction Scenario Key (See Appx. B) BMP Key (See Appx. C) DRAFT!BMPC151g Existing Pole 0/11 to remain V4 Date: 03/30/2021 §¨¦405 Renton Newcastle8!(D!(D !(D !(D !(D &- &- &-&- &- 0/8 C1 0/8 C-18A C1 115-5 115-4115-3 #* #* NR02Type Ns NR04Category III BMPC103a BMPC121 COAL MINE HAZARDH A R RIN G T O N PL S E SE 8T H S T SE 8THPL 2123059003 7701570000 7701590000 Path: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\ConceptualDrainageMemo\PSE_Renton_TESC2.mxdProject Corridor &-Proposed Pole Location !(D Existing Pole Location–To Be Removed Transmission Line - Proposed Transmission Line - Existing 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 #*Potential Stringing Site Stream Wetland Wetland or Stream Buffer Landslide Hazard Landslide Hazard 50ft Buffer Steep Slope Steep Slope 50ft Buffer Erosion Hazard Coal Mine Hazard Parcel City Jurisdiction Boundary I45+00697 0/8 SCDE90 EAST 100FT/WEST 100FT STA=45+62.15 HT=100FT ELE=275.79400 420 440 460 480 340 360 380 320 300 280260 500 200220 240 Profile View Structure Conductor Ground Line Major Elevation Grid Major Station Grid Minor Station Grid I 0 25 50 Feet 1 inch = 50 feet MAP EXTENT 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: 26Date: 8/23/2018 Page 25 of 30 BASED ON PSE ENGINEERINGDESIGN REVISION N RENTON TEMPORARY EROSION AND SEDIMENTCONTROL (TESC) PLAN BMPC120 5/7 C-16 A1 Proposed Pole Number Structure Type (See Appx. A) Construction Scenario Key (See Appx. B) BMP Key (See Appx. C) DRAFT C-18B BMPT5.12 V4 Date: 03/30/2021 §¨¦405 Renton Newcastle 8 8 8!(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 BMPC121d BMPC105b BMPC101 BMPC121d FULL MAP EXTENT INCLUDES COAL MINE HAZARD 2023059001 2023059050 2123059003 Path: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\ConceptualDrainageMemo\PSE_Renton_TESC2.mxdProject Corridor &-Proposed Pole Location !(D Existing Pole Location–To Be Removed Transmission Line - Proposed Transmission Line - Existing 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 #*Potential Stringing Site Stream Wetland Wetland or Stream Buffer Landslide Hazard Landslide Hazard 50ft Buffer Steep Slope Steep Slope 50ft Buffer Erosion Hazard Coal Mine 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 I 0 25 50 Feet 1 inch = 50 feet MAP EXTENT 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: 27Date: 8/23/2018 Page 26 of 30 BASED ON PSE ENGINEERINGDESIGN REVISION N RENTON TEMPORARY EROSION AND SEDIMENTCONTROL (TESC) PLAN BMPC120 5/7 C-16 A1 Proposed Pole Number Structure Type (See Appx. A) Construction Scenario Key (See Appx. B) BMP Key (See Appx. C) DRAFT V4 Date: 03/30/2021 §¨¦405 Renton Newcastle 888 88!(D!(D!(D !(D !(D &-&- 0/5 C-1 A1 0/6 C-1 A1 NR02Category IIID BMPC121d BMP S2 BMPC101 BMPS2 FULL MAP EXTENT INCLUDES COAL MINE HAZARD FULL MAP EXTENT INCLUDES COAL MINE HAZARD C EDAR RIDGEDRSE 2023059001 2023059001 2023059050 2023059050 Path: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\ConceptualDrainageMemo\PSE_Renton_TESC2.mxdProject Corridor &-Proposed Pole Location !(D Existing Pole Location–To Be Removed Transmission Line - Proposed Transmission Line - Existing 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 #*Potential Stringing Site Stream Wetland Wetland or Stream Buffer Landslide Hazard Landslide Hazard 50ft Buffer Steep Slope Steep Slope 50ft Buffer Erosion Hazard Coal Mine 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 540 560 580 600 620 Profile View Structure Conductor Ground Line Major Elevation Grid Major Station Grid Minor Station Grid I 0 25 50 Feet 1 inch = 50 feet MAP EXTENT 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: 28Date: 8/23/2018 Page 27 of 30 BASED ON PSE ENGINEERINGDESIGN REVISION N RENTON TEMPORARY EROSION AND SEDIMENTCONTROL (TESC) PLAN BMPC120 5/7 C-16 A1 Proposed Pole Number Structure Type (See Appx. A) Construction Scenario Key (See Appx. B) BMP Key (See Appx. C) DRAFT BMPC121d V4 Date: 03/30/2021 §¨¦405 Renton Newcastle 8 8 8 !(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 #* BMPC121d BMPC151g BMPS2 FULL MAP EXTENT INCLUDES COAL MINE HAZARDBEACON WAY S 2023059001 2023059002 2023059003 2023059066 Path: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\ConceptualDrainageMemo\PSE_Renton_TESC2.mxdProject Corridor &-Proposed Pole Location !(D Existing Pole Location–To Be Removed Transmission Line - Proposed Transmission Line - Existing 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 #*Potential Stringing Site Stream Wetland Wetland or Stream Buffer Landslide Hazard Landslide Hazard 50ft Buffer Steep Slope Steep Slope 50ft Buffer Erosion Hazard Coal Mine 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=430.35 Profile View Structure Conductor Ground Line Major Elevation Grid Major Station Grid Minor Station Grid I 0 25 50 Feet 1 inch = 50 feet MAP EXTENT 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: 29Date: 8/23/2018 Page 28 of 30 BASED ON PSE ENGINEERINGDESIGN REVISION N RENTON TEMPORARY EROSION AND SEDIMENTCONTROL (TESC) PLAN BMPC120 5/7 C-16 A1 Proposed Pole Number Structure Type (See Appx. A) Construction Scenario Key (See Appx. B) BMP Key (See Appx. C) DRAFT BMPT5.12 V4 Date: 03/30/2021 §¨¦405 Renton Newcastle 88!(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#*BMPS2BMP C140f BMPC151g FULL MAP EXTENT INCLUDES COAL MINE HAZARD COAL MINE HAZARD BEACON WAY S 2023059002 2023059003 2023059051 2023059062 2023059066 2023059066 Path: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\ConceptualDrainageMemo\PSE_Renton_TESC2.mxdProject Corridor &-Proposed Pole Location !(D Existing Pole Location–To Be Removed Transmission Line - Proposed Transmission Line - Existing 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 #*Potential Stringing Site Stream Wetland Wetland or Stream Buffer Landslide Hazard Landslide Hazard 50ft Buffer Steep Slope Steep Slope 50ft Buffer Erosion Hazard Coal Mine 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 480 340 360380 320 500 520 540 560 580 600 620 640 Profile View Structure Conductor Ground Line Major Elevation Grid Major Station Grid Minor Station Grid I0 25 50 Feet 1 inch = 50 feet MAP EXTENT 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: 30Date: 8/23/2018 Page 29 of 30 BASED ON PSE ENGINEERINGDESIGN REVISION N RENTON TEMPORARY EROSION AND SEDIMENTCONTROL (TESC) PLAN BMPC120 5/7 C-16 A1 Proposed Pole Number Structure Type (See Appx. A) Construction Scenario Key (See Appx. B) BMP Key (See Appx. C) DRAFT BMPT5.12BMPT5.12 BMPT5.12 V4 Date: 03/30/2021 §¨¦405 Renton Newcastle !(D!(D!(D &- &- &-0/1 C-18A C1 0/1 C-18B C1 0/2 C-19 C1BMPC151COAL MINE HAZARDZARDBEACON WAY S 2023059003 2023059051 2023059062 2023059066 Path: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\ConceptualDrainageMemo\PSE_Renton_TESC2.mxdProject Corridor &-Proposed Pole Location !(D Existing Pole Location–To Be Removed Transmission Line - Proposed Transmission Line - Existing 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 #*Potential Stringing Site Stream Wetland Wetland or Stream Buffer Landslide Hazard Landslide Hazard 50ft Buffer Steep Slope Steep Slope 50ft Buffer Erosion Hazard Coal Mine 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 I 0 25 50 Feet 1 inch = 50 feet MAP EXTENT 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: 29Date: 8/23/2018 Page 30 of 30 BASED ON PSE ENGINEERINGDESIGN REVISION N RENTON TEMPORARY EROSION AND SEDIMENTCONTROL (TESC) PLAN BMPC120 5/7 C-16 A1 Proposed Pole Number Structure Type (See Appx. A) Construction Scenario Key (See Appx. B) BMP Key (See Appx. C) DRAFT V4 Date: 03/30/2021 STRUCTURE TYPES Appendix A Date: 8/23/2018 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' V4 Date: 03/30/2021 CONSTRUCTION SCENARIOS Appendix B Date: 8/23/2018 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 V4 Date: 03/30/2021 BEST MANAGEMENT PRACTICES Appendix C Date: 8/23/2018 BASED ON PSE ENGINEERING DESIGN REVISION N RENTON BMP Code Title Application Notes C101 Preserving Natural Vegetation Minimize disturbance to vegetation wherever possible. Maintaining vegetative cover on slopes and near water bodies is critical. Where possible, construction should be scheduled to maintain vegetation for as long as possible. C103a High Visibility Fencing High visibility plastic fence (HVF) shall be composed of a high-density polyethylene material and shall be at least four feet in height. Posts for the fencing shall be steel or wood and placed every 6 feet on center (maximum) or as needed to ensure rigidity. The fencing shall be fastened to the post every six inches with a polyethylene tie. HVF should be used to establish boundaries of all work areas as well as wetlands. HVF should be installed prior to clearing activities and should remain in place until work is complete in a given area. Silt fence can be used in lieu of HVF if it is highly visible and is at least 3' tall. C105b Stabilized Construction Entrance The construction entrance shall be composed of 4-8" quarry spalls at 1' deep with a geotextile fabric base. Where possible, the access should be a minimum of 15 feet wide and 100' long. If the entrance intersects a ditch, install a culvert to permit free flow through the ditch. In instances where ground conditions do not require the use of geotextile and rock installed at the entrance is to remain after completion of the work, the geotextile can be omitted. C120c Temporary and Permanent Seeding Apply seed to disturbed soils if they are to remain undisturbed for at least 30 days. The optimum seeding windows are from 4/1 to 6/30 and 9/1 through 10/1. Seed applied during the summer months will require irrigation until 75% area coverage is achieved. Seed applied during the winter months will require a mulch cover to prevent seed from washing away. C121d Mulching Mulch covers should be 2" thick at a minimum. Mulch should be spread over areas of disturbed soils that require temporary cover for less than 30 days. C123e Plastic Covering Plastic sheeting can be used to temporary stabilize small areas of disturbed soils. Use caution when applying plastic sheeting as it can increase run-off velocity and concentration which can contribute to erosion. Use check dams in these areas to mitigate these effects. C140f Dust Control High vehicle and equipment traffic on access roads and construction entrances make them particularly susceptible to dust generation. Vehicle speeds should be lowered where dust is being generated. Improve road surface with mulch or gravel to provide a barrier between vehicle tires and fines. Water trucks can also be used in these areas for temporary lower-traffic applications. Track-out at construction entrances is considered a problem when dust on the road becomes airborne when vehicles pass over. These areas should be swept and kept free of fines at all times. C151g Concrete Handling Eco-pans should be used to collect all extra concrete. Excess concrete should be disposed of off site. Cover eco pans and concrete formwork with plastic sheeting to prevent rainwater contamination. Eco-pans shall note be located within City of Renton rights-of-way. C203h Water Bars For narrow access roads, water bars can be used to direct stormwater to vegetated areas and decrease runoff velocity and gullying. Water bars should be a minimum of 8" high and spaced at 50' to 125' intervals (decreasing as slope increases). C207h Check Dams Check dams reduce the velocity and erosivity of stormwater and should be used ditches that may be affected by project stormwater. Straw wattles can be laid perpendicular to the slope of a ditch spaced such that the base of the upstream check dam is at the same elevation as the peak of the downstream check dam. C220i Storm Drain Inlet Protection Storm drains within 500' of a work area or those downstream of the work area should be protected with inserts. Gravel bags can also be used in a check dam application to create stilling ponds directly upstream of catch basins that allow sediment to separate from stormwater flows. C233j Silt Fence C235k Wattles S1 Wetland Matting S2 Asphalt Protection S3 Gravel Stabilization S4 Steep Slope Setback Silt fence should be applied downslope of all disturbed areas and along the perimeter of sensitive areas. Silt fence shall be wire-backed with metal posts on 6' centers and keyed in at least 4" at the base. In areas where keying will cause undue soil disturbance, straw wattles staked in along the base of a silt fence to serve as a key. In all cases, silt fence should be installed such that the post is downhill of the fabric (if pre- sewn silt fence is used, the seam will face away from the work). Wattles should be used to temporarily contain soils in disturbed areas and slopes. Install wattles perpendicular to the direction of flow. Wattles should be keyed into soils so that the wattle is securely fastened to the ground. Wattles should generally be placed at 10-25' intervals. Mats should be used in areas where permanent access improvements are not possible or practical and equipment access is required. Hog fuel can be applied below mats to stabilize accesses. Measures shall be taken to prevent damage to pavement and curbs from vehicles driving on them abnormally. This typically includes the use of matting to prevent the breakdown of pavement edges and can be used in conjunction with C105. Gravel shall be applied to all areas that are susceptible to dusting in dry weather and/or accelerated erosion. Do not add gravel to severely destabilized areas without including a geotextile base. Applied gravel should be free of fines that may contribute to dusting and/or turbidity. Gravel will be removed after work is completed. The work area is near a steep slope that is susceptible to erosion and landslide hazards. Refer to the authority having jurisdiction's requirements for setbacks and working in this area. T5.12 Sheet Flow Dispersion Sheet flow dispersion should be used for poles with impervious foundations. a D.2.1.1.1 Plastic or Metal Fence, 2017 City of Renton Surface Water Design Manual b D.2.1.4.1 Stabilized Construction Entrance, 2017 City of Renton Surface Water Design Manual (Appendix D - Std Plan 215.10 Stabilized Construction Entrance) c D.2.1.2.6 Temporary and Permanent Seeding, 2017 City of Renton Surface Water Design Manual d D.2.1.2.2 Mulching, 2017 City of Renton Surface Water Design Manual e D.2.1.2.4 Plastic Covering, 2017 City of Renton Surface Water Design Manual (Appendix D - Std Plan 213.30 Plastic Covering) f D.2.1.8 Dust Control, 2017 City of Renton Surface Water Design Manual g D.2.2.1 Concrete Handling, 2017 City of Renton Surface Water Design Manual h D.2.1.3 Triangular Silt Dike (Geotextile Encased Check Dam), 2017 City of Renton Surface Water Design Manual (Appendix D - Std Plan 217.40 Ditch Check Dams) i D.2.1.5.3 Storm Drain Inlet Protection, 2017 City of Renton Surface Water Design Manual (Appendix D - Std Plan 216.30 Catch Basin Insert) j D.2.1.3.1 Silt Fence, 2017 City of Renton Surface Water Design Manual (Appendix D - Std Plan 214.00 Silt Fence) k D.2.1.2.5 Straw Wattles, 2017 City of Renton Surface Water Design Manual (Appendix D - Std Plan 213.40 Straw Wattles) V4 Date: 03/30/2021 CITY STANDARD DETAILS Appendix D Date: 03/30/2021 BASED ON PSE ENGINEERING DESIGN REVISION N RENTON V4 Date: 03/30/2021 CITY STANDARD DETAILS Appendix D Date: 03/30/2021 BASED ON PSE ENGINEERING DESIGN REVISION N RENTON V4 Date: 03/30/2021 CITY STANDARD DETAILS Appendix D Date: 03/30/2021 BASED ON PSE ENGINEERING DESIGN REVISION N RENTON V4 Date: 03/30/2021