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HomeMy WebLinkAboutR-414015o .-V* U) Q LU W N_ U W Z W � we H W W 2 U) �' • �_ �;� .•;ram' .�,'s4''t y��� n 2/4 DCA15 085FT STA=122+86.01 HT=85FT ELE=378.32 i 594 I T I CID CDf �i N r ■ s 560 540 520 500 480 1 1 460 440 20 400 380 340 320 i 300 280 MProject Corridor Q Potential Stringing Site ^^r^- Stream Parcel 0 0 5MAPEXTENT 0 Proposed Pole Location Recommended Access- Proposed Pole � Wetland L _ j City Jurisdiction Boundary I 2 I5 IOFeet I l Ne we a stld-7) .�� Existing Pole Location- Olympic Underground O Wetland or Stream Buffer Profile View 1 inch = 50 feet • To Be Removed Pipline (Approx. Location) Landslide Hazard Structure SOURCES: Roads and Parcels - King County (2015), Aerial Transmission Line - Proposed Wastewater Utility Line King County (2015); Streams, Wetlands and Buffers, d Landslide Hazard 50ft Buffer Conductor Landslide Hazard and Buffers, and Steep Slopes and Transmission Line - Existing ---' Water Utility Line Buffers from Watershed Company (2017). ■.r& ® Steep Slope Ground Line 517 Proposed Pole Number Underground Gas Utility Line For cartographic purposes only. Renton p O Steep Slope 50ft Buffer Major Elevation Grid C-16 Structure Type (See Appx. A) — — — Underground Phone/TV Utility Line Note:Note: Underground utility lines are surveyed in the — — d Erosion Hazard — Major Station Grid vicinity of poles only. Existing Lake Tradition poles aren't Al Construction Scenario — — — Underground Power Utility Line represented by new conductors because they are an ' Key (See Appx. B) Unknown Underground Utility Line Minor Station Grid existing line, and are being represented due to the poles being replaced. ^^ SITE PLAN BASED ON PSE ENGINEERING DESIGN REVISION N R-414015 Page 14 of 30 Date: Dec 2020 a