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HomeMy WebLinkAboutRS_Critical_Area_Study_240607_v1 STRIDE Bus Rapid Transit South Renton Transit Center (SRTC) Site Plan Review, Conditional Use Permit, Master Site Plan Review, and Lot Line Adjustment Application Attachment 27 Critical Area Study June 2024 Prepared by the Stride Bus Rapid Transit – South Renton Transit Center & Roadway Improvements Critical Areas Report D3458607 June 2024 Prepared by the S Renton TC Critical Areas Report Sound Transit Critical Areas Report Stride Bus Rapid Transit Project No: D3458607 Document Title: Critical Areas Report Document No.: 230301145806_953b50cf Revision: 5 Document Status: Final Date: June 2024 Client Name: Sound Transit Client No: Program Manager: Paul Gasson Author: Tess Amen, Emily Drew, and Denny Mengel File Name: OA 0206-19 19.08.01 BT105 South Renton Critical Areas Report_V5-rev3 © Copyright 2021 Central Puget Sound Regional Transit Authority (Sound Transit). The concepts and information contained in this document are the property of Sound Transit. Use or copying of this document in whole or in part without the written permission of Sound Transit constitutes an infringement of copyright. Limitation: This document has been prepared on behalf of, and for the exclusive use of Jacobs’ client, Sound Transit, and is subject to, and issued in accordance with, the provisions of the contract between Jacobs and Sound Transit. Jacobs accepts no liability or responsibility whatsoever for, or in respect of, any use of, or reliance upon, this document by any third party. Document history and status Revision Date Description Author Checked Reviewed Approved Rev1 4/14/2023 Address ST OTS Comments Amen/Drew/Mengel M. Hunnewell M. Hunnewell M. Hunnewell V2 7/12/2023 Address ST Review comments Amen/Drew/Mengel Amy Rotondo E. Drew M. Hunnewell V3 8/21/2023 Address ST Review comments Amen/Drew/Mengel Carl Rykaczewski E. Drew M. Hunnewell V4 4/23/2024 Address ST Review Rotondo/Drew/Mengel Tess Amen E. Drew M. Hunnewell V5 5/24/2024 Address ST Review Mengel E. Drew Mengel M. Hunnewell V5 rev2 6/2/2024 Address ST comment on stormwater pond E. Drew Rebecca McAndrew E. Drew Rebecca McAndrew Critical Areas Report i Executive Summary I-405 Bus Rapid Transit (BRT) Project (Project) will provide BRT service within the Interstate 405 (I-405) corridor for 37 miles between Lynnwood and Burien. Within the City of Renton, the Project includes improvements at the proposed site for the South Renton Transit Center and roadway improvements along adjacent roadways to accommodate the BRT service. The proposed South Renton Transit Center site (acquired by Sound Transit in April 2020) will include 2 transit center islands with 8 active bus bays, 13 bus layover spaces in the transit-only loop area, parking areas, and associated roadway and sidewalk improvements to facilitate bus, cyclist and pedestrian movements/circulations. This Critical Area Report documents the potential critical area impacts of the South Renton Transit Center and adjacent road improvements. The South Renton Transit Center site and surrounding roadways are located within a seismic hazard area and wellhead protection area (Zone 2) per City of Renton mapping (City of Renton n.d.). Additionally, road improvements on the southern boundary of the transit center overlap with an area mapped as a flood hazard area along the pavement of S Grady Way, and road improvements on the southeastern corner of the transit center overlap an area that meets the City’s definition of medium landslide hazard. No other critical areas or associated buffers (including wetlands, streams, lakes, habitat conservation areas, sensitive or protected slopes, or coal mine hazards) are located within 300 feet of the South Renton Transit Center site or surrounding roadways. There are no proposed tree removals within critical areas. The parcels where the Project is planned is currently almost entirely paved, with buildings, utility poles, and narrow landscaping strips along the roadside boundaries. The Project will have no impacts to the following critical areas present at the Project site: ▪ Seismic hazard area: Construction would occur in an area mapped as a seismic hazard and determined to have liquefaction potential. A geotechnical analysis has been prepared, and the Project features in these locations are self-mitigating by design. As such, no impacts are proposed, and no further mitigation is required. ▪ Wellhead protection area: No impacts are anticipated, as there will be no releases to groundwater from the Project during construction or operation. Additionally, mitigation actions would be taken when drilling augercast piles by removing soil within the temporary casing, sealing the bottom of the casing using bentonite, and then drilling the augercast pile through the bentonite seal to depth. The Project will meet all Renton Municipal Code requirements for activities and materials stored in wellhead protection areas. Shannon and Wilson (2024) reported that all near surface contamination has been remediated. No mitigation is required. ▪ Flood hazard area: Roadway improvements would occur within a mapped flood hazard area; the area identified as flood hazard area is currently paved road. The proposed work in this area would not result in any rise in elevation to the roadway and no additional fill in the flood zone will occur. No mitigation is required. ▪ Landslide hazard areas: No structures will be constructed within the landslide hazard area; only roadway paving work will occur at this hazard location. This roadwork will meet recommendations of a geotechnical report prepared for the Project; therefore, the Project work will be self-mitigating. Critical Areas Report ii Contents Executive Summary ............................................................................................................................................................ i 1. Introduction ..................................................................................................................................................... 1-1 2. Project Description ......................................................................................................................................... 2-1 2.1 Purpose ..........................................................................................................................................................2-1 2.2 Project Location ...........................................................................................................................................2-1 2.3 Project Improvements ...............................................................................................................................2-4 2.3.1 South Renton Transit Center Site Facilities .......................................................................2-4 2.3.2 Roadway Improvements and Traffic Flow ..........................................................................2-4 2.3.3 Construction Activities, Equipment, and Methods ..........................................................2-5 3. Critical Areas Assessment ............................................................................................................................ 3-1 3.1 Flood Hazard Areas ....................................................................................................................................3-1 3.1.1 Definition .......................................................................................................................................3-1 3.1.2 Methodology and Results ........................................................................................................3-2 3.2 Geologic Hazard Areas ..............................................................................................................................3-2 3.2.1 Definition .......................................................................................................................................3-2 3.2.2 Methodology and Results ........................................................................................................3-5 3.3 Habitat Conservation Areas .....................................................................................................................3-6 3.3.1 Definition .......................................................................................................................................3-6 3.3.2 Methodology and Results ........................................................................................................3-6 3.4 Streams and Lakes .....................................................................................................................................3-7 3.4.1 Definition .......................................................................................................................................3-8 3.4.2 Methodology and Results ........................................................................................................3-8 3.5 Wellhead Protection Areas ......................................................................................................................3-8 3.5.1 Definition .......................................................................................................................................3-8 3.5.2 Methodology and Results ........................................................................................................3-9 3.6 Wetlands ..................................................................................................................................................... 3-10 3.6.1 Definition .................................................................................................................................... 3-10 3.6.2 Methodology and Results ..................................................................................................... 3-10 4. Critical Areas Impacts .................................................................................................................................... 4-1 4.1 Flood Hazard Areas ....................................................................................................................................4-1 4.1.1 Impact Description .....................................................................................................................4-1 4.1.2 Project Compliance with RMC for Flood Hazard Areas ..................................................4-1 4.2 Geologic Hazard Areas ..............................................................................................................................4-1 4.2.1 Impact Description .....................................................................................................................4-1 4.2.2 Project Compliance with RMC for Seismic Hazards ........................................................4-2 4.3 Wellhead Protection Areas ......................................................................................................................4-3 4.3.1 Impact Description .....................................................................................................................4-3 4.3.2 Project Compliance with RMC for Wellhead Protection Areas ....................................4-4 5. Probable Cumulative Impacts ..................................................................................................................... 5-1 Critical Areas Report iii 6. Mitigation ......................................................................................................................................................... 6-1 7. Limitations ....................................................................................................................................................... 7-1 8. References ........................................................................................................................................................ 8-1 Appendices Appendix A Project Plans Appendix B Geologic Recommendation Report Tables Table 3-1. City of Renton Critical Areas Assessed within the Study Area ................................................................3-1 Table 4-1. South Renton Transit Center - Flood Hazard Impact Area ......................................................................4-1 Figures Figure 1-1. I-405 Bus Rapid Transit Project .......................................................................................................................1-2 Figure 2-1. South Renton Transit Center Project Vicinity .............................................................................................2-2 Figure 2-2. South Renton Transit Center and Adjacent Road Improvements........................................................2-3 Figure 3-1. Flood Hazards, Steep Slopes, and Landslide Hazards in the Study Area ..........................................3-3 Figure 3-2. Seismic Hazard and Wellhead Protection Areas in the Study Area. ....................................................3-4 Figure 3-3. Habitat Conditions at South Renton Transit Center Project Site (looking northeast) ..................3-7 Figure 3-4. Habitat Conditions at the Stormwater Pond ............................................................................................ 3-11 Figure 4-1. South Renton Transit Center – Roadwork in Flood Hazard Area .........................................................4-2 Figure 4-2. Typical Roadwork Section on S Grady Way. ................................................................................................4-3 Figure 4-3. Medium Landslide Hazard Location at Lake Avenue S and S Grady Way .........................................4-1 Critical Areas Report iv Acronyms and Abbreviations BRT Bus Rapid Transit City City of Renton EPA U.S. Environmental Protection Agency ESA Endangered Species Act FEMA Federal Emergency Management Agency GIS geographic information system I- Interstate PHS Priority Habitats and Species Project I-405 Bus Rapid Transit RCW Revised Code of Washington RMC Renton Municipal Code SR State Route WAC Washington Administrative Code WDFW Washington Department of Fish and Wildlife Critical Areas Report 1-1 1. Introduction The I-405 Bus Rapid Transit (BRT) Project (Project) will provide BRT service within the Interstate 405 (I-405) corridor for 37 miles between Lynnwood and Burien. Within the City of Renton (City), the Project includes improvements at the proposed site for the South Renton Transit Center and roadway improvements along adjacent roadways to accommodate the BRT service. The transit center will be located just north of the I-405/State Route (SR) 167 intersection (Figure 1-1). The proposed South Renton Transit Center site (acquired by Sound Transit in April 2020) will include 2 transit center islands with 8 active bus bays, 13 bus layover spaces in the transit-only loop area, parking areas, and associated roadway and sidewalk improvements to facilitate bus, cyclist and pedestrian movements/circulations. The parcels where the Project is planned are currently almost entirely paved, contain utility poles and parking areas, and have narrow landscaping strips along the roadside boundaries. This Critical Area Report documents the potential critical area impacts of the South Renton Transit Center and adjacent road improvements. Critical areas are defined in Renton Municipal Code (RMC) 4-3-050. This report was prepared by Emily Drew and Tess Amen at Jacobs, both qualified professionals using best available science. Emily is a career biologist with 26 years of experience in natural resource sciences, as a biologist at federal agencies and as an environmental consultant. Her experience includes preparing critical area studies for municipalities throughout the Puget Sound area. Tess Amen is a biologist and permitting specialist with over 6 years of experience in delineating and characterizing wetlands and streams in Washington State, Oregon, Idaho, and Wyoming. She has extensive experience permitting development in and around these aquatic features at local, state, and federal levels. Information in this critical area report related to geologically hazardous areas has been reviewed by currently licensed Washington State civil engineers and qualified geotechnical consultants (HWA GeoSciences Inc. and WSP USA). Critical Areas Report 1-2 Figure 1-1. I-405 Bus Rapid Transit Project Bus Base North Critical Areas Report 2-1 2. Project Description The Project will provide BRT service within the I-405 corridor for 37 miles between Lynnwood and Burien. The I-405 BRT service would operate as two routes, including a north BRT line with terminal stations at the Lynnwood City Center and the Bellevue Transit Center, and a south BRT line with terminal stations at the Burien Transit Center and the Bellevue Transit Center. The two routes would connect at the Bellevue Transit Center, where passengers would be able to transfer between the north and south I-405 BRT lines to other bus routes and connect to Link light rail. This report describes subcomponents of the I-405 BRT Project within the City: the new South Renton Transit Center facility and roadway improvements (Figure 2-1). The Project limits include the South Renton Transit Center site, which will include a new transit center island with 8 active bus bays, 13 bus layover spaces in the transit-only loop area, parking areas, and bus charging equipment in the bus layover areas. The Project limits also include associated roadway and sidewalk improvements to facilitate bus and pedestrian movements/circulations (Figure 2-2). The design was modified to include the construction of a two-way cycle track along the northernmost part of Lake Avenue (Figure 2-2). The new cycle track will tie into the existing 2-way cycle track along Shattuck Avenue to the east and connect to the future northernmost multi-use path along the future South Renton Transit Center. 2.1 Purpose Jacobs has prepared this report for the Land Use – Critical Areas Review permit application per RMC. In Section 3, this report identifies, classifies, and describes all critical areas defined in RMC 4-3-050, in addition to any temporary and permanent impacts to these critical areas and their buffers resulting from the Project. This report also discusses the mitigation sequencing used during Project design (refer to Section 4). 2.2 Project Location The South Renton Transit Center facility and associated roadway improvements will occur within the City of Renton, Washington (within Section 19, Township 23N, Range 5E). The Project is in Water Resource Inventory Area 9 (Duwamish-Green) and in U.S. Geological Survey Hydrological Unit Code #17110013. The South Renton Transit Center facility will be located on an 8.3-acre site (comprised of the following Sound Transit owned parcels: King County parcel IDs 1923059035, 1923059063, 1923059068, and 1923059074). Associated roadway improvements will occur within City and Washington State Department of Transportation rights-of-way north of I-405, in the northeast corner of the intersection of S Grady Way and Rainier Avenue S (SR 167), and along the northern side of S Grady Way bordering the transit center area. The parcels where the Project is planned are currently almost entirely paved and include parking areas, utility poles, and narrow landscaping strips along the roadside boundaries with Lake Avenue S, S Grady Way, and Rainier Avenue S. Critical Areas Report 2-2 Figure 2-1. South Renton Transit Center Project Vicinity Critical Areas Report 2-3 Figure 2-2. South Renton Transit Center and Adjacent Road Improvements Critical Areas Report 2-4 2.3 Project Improvements 2.3.1 South Renton Transit Center Site Facilities Facilities at the South Renton Transit Center will include the following: ▪ Two new transit center islands and a bus loop area will be built along the northern portion of the site, extending from Rainier Avenue S on the west side to Lake Avenue S on the east side. The smaller transit center island near Rainier Avenue S will have one bus bay, while the larger transit center island, just east of the smaller transit center island, will have seven 120-foot active bus bays, for a total of eight active bus bays on the site. ▪ South of the transit center island and bus loop areas, 13 bus layover spaces (12 with charging stations) will be provided in the center of the site. ▪ Surface parking area on the southwest portion of the site, with parking for approximately 190 vehicles. ▪ Support facilities, including a core facility building, a telecommunication building, a security building, a storage building, and an equipment yard. ▪ Pedestrian access to the transit center site will be from the existing and reconstructed sidewalks along Rainier Avenue S and S Grady Way. A new sidewalk will be constructed along the frontage of Lake Avenue S on the eastern side of the South Renton Transit Center. Pedestrian walkways will also be constructed within the transit center site along the north side of the bus loop, from Rainier Avenue S and Lake Avenue S. The site plan includes new street trees planted along the northern, eastern, and southern boundaries of the proposed South Renton Transit Center, and landscaping strips with trees, shrubs, and grass within the interior of the transit center, between parking areas and facilities. Along the southern boundary under the transmission easement, some of this landscaping will cover areas that are currently completely paved. The South Renton Transit Center facilities and internal circulation have been designed to leave the southwest portion of the site open for potential future transit-oriented development. Complete plans can be viewed in the plan sheets in Appendix A. 2.3.2 Roadway Improvements and Traffic Flow Northbound business access and transit vehicles accessing the transit center would use the eastmost northbound lane from S Grady Way to the transit center. These vehicles would turn right into the transit center’s bus loop from a new signalized intersection at Rainier Avenue S and Hardie Avenue SW. This new intersection would also be the exit point for buses leaving the transit center and would be the primary ingress and egress location for the buses. Within this intersection, the existing raised, landscaped median in Rainier Avenue S would be removed to allow for turning movements, and crosswalks would be provided at each of the four roadway crossings. North of this intersection, the existing center median within Rainier Avenue S would be removed for a new southbound bus-only left-turn pocket that would allow buses to turn left into the transit center. At the connection to Rainier Avenue S, Hardie Avenue SW would be reconstructed slightly; the northbound and southbound lanes will be separated by a landscape island. Critical Areas Report 2-5 A new 2-way cycle track would be constructed along the northernmost part of Lake Avenue S, would tie into the existing 2-way cycle track along Shattuck Avenue S, and would connect to the future northernmost multi-use path along the future South Renton Transit Center. The roadway centerline would shift to the east and include a 3-foot landscape buffer. Where the cycle track work extends eastward along Lake Avenue, the work is limited to repainting lane lines on existing pavement. A secondary bus access into the South Renton Transit Center’s bus loop would be from the east side of the site from Lake Avenue S. This secondary access would also provide connectivity to the bus bays and layover spaces at the existing South Renton Park-and-Ride located just east of the South Renton Transit Center. BRT vehicles leaving the South Renton Transit Center would turn left onto Rainier Avenue S into an existing, southbound business access and transit lane. Road improvements include adjustments to the north side of S Grady Way where it abuts the proposed South Renton Transit Center. The nearest two existing lanes will be upgraded with new surfacing; the new surface will match the existing roadway elevation. Adjacent to the road, the Project will add curb, planter strips, and a shared-use path. The path and planting strips may be up to 2 feet higher than the current elevation at this road edge. In the southern portion (adjacent to S Grady Way) and the eastern portion of the South Renton Transit Center site (adjacent to Lake Avenue S) there is an existing Bonneville Power Administration power line easement. Before the start of construction, Sound Transit would coordinate with the Bonneville Power Administration, and other utility providers, as needed, to ensure construction activities will not interfere with their facilities and service. The easement area under the transmission lines would primarily be green space (where existing pavement would be removed) or would consist of ground-level improvements. 2.3.3 Construction Activities, Equipment, and Methods For construction of the South Renton Transit Center, the contractor would likely stage the necessary equipment and materials onsite. For construction of roadwork along Rainier Avenue S, the contractor may stage equipment and materials within the existing right-of-way. The existing buildings onsite and most foundations were removed in 2022, and associated materials were properly disposed of. Onsite remediation occurred in 2022 and 2023 and is considered complete. Well monitoring onsite will be ongoing for a couple of years. Before construction, some remaining foundations would be removed, and new monitoring wells would be installed. The site would be cleared and graded as needed for the proposed transit center features and to provide adequate drainage. Construction equipment may include heavy equipment such as graders, loaders, backhoes, concrete trucks, flatbed trucks, sawcut machines, vibratory rollers, dump trucks, cranes, and lift/bucket trucks. A crane will be needed to construct the station canopy and other equipment. Forklifts will be used to move materials around the site. During construction, pile driving may be required to construct the foundation of structures. Construction debris or spoil materials would be hauled away to approved disposal sites. Haul routes connecting the Project site to I-405 and SR 167 would mainly use arterials, avoiding the use of smaller side streets as much as possible. Some work elements, such as roadway widening or utility trenching, may require closing two lanes for short durations and narrowing the roadway to one lane in each direction. Critical Areas Report 3-1 3. Critical Areas Assessment The City regulates the following critical areas (RMC 4-3-050B): flood hazard areas, geologic hazard areas, habitat conservation areas, streams and lakes, wellhead protection areas, and wetlands. These critical areas are beneficial to the City and its residents, and their alteration may pose a threat to public safety, public and private property, and/or the environment. The Project’s study area consists of the South Renton Transit Center and associated roadway improvements on surrounding right-of-way and all areas within 300 feet of the South Renton Transit Center and these roadway improvements. Critical areas assessed in the study area are listed in Table 3-1 and described in further detail in the following sections. Table 3-1. City of Renton Critical Areas Assessed within the Study Area City of Renton Critical Areas Critical Area in the Project Study Area? Does Project Overlap Mapped Critical Area or Their Buffer? Flood Hazard Areas Yes: 100-year floodplain Yes Geologic Hazard Areas Yes: seismic hazard, medium landslide hazard Yes: seismic hazard, medium landslide hazard Habitat Conservation Areas No Not applicable Streams and Lakes No Not applicable Wellhead Protection Areas Yes: Zone 2 Yes: Zone 2 Wetlands No Not applicable 3.1 Flood Hazard Areas The Federal Emergency Management Agency (FEMA) and the City map one part of the study area as a frequently flooded area (flood hazard area), as described in the following subsections. 3.1.1 Definition The City defines flood hazard areas in RMC 4-3-050G.4 as follows: Flood hazard areas are defined as the land in the floodplain subject to one percent (1%) or greater chance of flooding in any given year. Designation on flood maps always includes the letters A or V…. The City shall determine the components of the flood hazard areas after obtaining, reviewing and utilizing base flood elevations and available floodplain data for a flood having a one percent (1%) chance of being equaled or exceeded in any given year, often referred to as the “one hundred (100) year flood.” The City does not apply buffers to flood hazard areas (RMC 4-3-050G.2). Critical Areas Report 3-2 The City defines the floodway (also known as FEMA Floodway) in RMC 4-11-060 as: The channel of river or other watercourse and the adjacent land areas that must be reserved in order to discharge the base flood without cumulatively increasing the water surface elevation more than a designated height. Also referred to as ‘Regulatory Floodway’.” 3.1.2 Methodology and Results FEMA (2020) mapped floodplains in Renton. Based on this mapping, a FEMA flood zone (Zone AH; 100-year floodplain) occurs along S Grady Way, originating from streams outside of the study area (Figure 3-1). Zone AH is defined as an area of shallow flooding (usually areas of ponding) where average depths are between 1 and 3 feet. In the study area, the flood zone overlays paved lots, paved roads, and landscaping strips along roads to the south. This flood zone also appears in King County and City geographic information system (GIS) mapping (King County n.d.; City of Renton n.d.). The southern edge of roadway improvements along S Grady Way intersects with this flood zone. This overlap area is currently paved roadway. No FEMA-mapped floodway occurs in the study area (King County n.d.; City of Renton n.d.). The nearest floodway is about 0.8 mile to the west of the study area. 3.2 Geologic Hazard Areas A seismic hazard area and a landslide hazard area are geologic hazard types found within the study area (Figures 3-1 and 3-2). A medium landslide hazard area is found within the Project footprint in the southeast corner of the site. All Project activities overlap the high seismic hazard area (Figure 3-2). 3.2.1 Definition The City defines geologic hazard areas in RMC 4-11-070 as follows: Areas which may be prone to one or more of the following conditions: erosion, flooding, landslides, coal mine hazards, or seismic activity. The City defines steep slope areas in RMC 4-3-050G.5.a.i-ii as follows: ▪ Sensitive slope: A hillside, or portion thereof, characterized by: (a) an average slope of twenty five percent (25%) to less than forty percent (40%) as identified in the City of Renton Steep Slope Atlas or in a method approved by the City; or (b) an average slope of forty percent (40%) or greater with a vertical rise of less than fifteen feet (15') as identified in the City of Renton Steep Slope Atlas or in a method approved by the City; (c) abutting an average slope, of twenty five percent (25%) to forty percent (40%) as identified in the City of Renton Steep Slope Atlas or in a method approved by the City. This definition excludes engineered retaining walls. ▪ Protected slope: A hillside, or portion thereof, with an average slope of forty percent (40%) or greater grade and having a minimum vertical rise of fifteen feet (15') as identified in the City of Renton Steep Slope Atlas or in a method approved by the City. S GRADY W A Y S 7TH STSW 7TH ST SW GRADY W A Y SHATTUCK AVE SMAPLE AVE SWSW 12TH ST HARDIE AVE SWRAINIERAVESLAKEAVES167 167 5 405 Data Source: City of Renton, USGS, WSDOTBackground: King County Aerial, 2021 6/4/2024 Figure 3-1. Steep Slopes, Landslide, and Flood Hazard South Renton Transit Center ³0 10050Yards Project Limits Study Area 100-year Floodplain Slope Percent >15% & <=25% (Medium Landslide Hazard) >25% & <=40% (Sensitive Steep Slope Hazard) RentonTukwila Stormwater Pond S GRADY W A Y S 7TH STSW 7TH ST SW GRADY W A Y SHATTUCK AVE SMAPLE AVE SWSW 12TH ST HARDIE AVE SWRAINIERAVESLAKEAVES167 167 5 405 Data Source: City of Renton, USGS, WSDOTBackground: King County Aerial, 2021 5/24/2024 Figure 3-2. Wellhead Protection Areas and Seismic Hazard Areas South Renton Transit Center ³0 10050Yards Project Limits Study Area High Seismic Hazard Severity Wellhead Protection Area (Zone 2) Five Year Capture Zone Ten Year Capture Zone RentonTukwila Critical Areas Report 3-5 The City defines seismic hazards in RMC 4-3-050G.5.d.i-ii as follows: ▪ Low Seismic Hazard: Areas underlain by dense soils or bedrock. These soils generally have site classifications of A through D, as defined in the International Building Code, 2012. ▪ High Seismic Hazard: Areas underlain by soft or loose, saturated soils. These soils generally have site classifications E or F, as defined in the International Building Code, 2012. The City defines landslide hazards in RMC 4-3-050G.5.b.i-iv as follows: 1. Low Landslide Hazard (LL): Areas with slopes less than fifteen percent (15%). 2. Medium Landslide Hazard (LM): Areas with slopes between fifteen percent (15%) and forty percent (40%) and underlain by soils that consist largely of sand, gravel, or glacial till. 3. High Landslide Hazards (LH): Areas with slopes greater than forty percent (40%), and areas with slopes between fifteen percent (15%) and forty percent (40%) and underlain by soils consisting largely of silt and clay. 4. Very High Landslide Hazards (LV): Areas of known mapped or identified landslide deposits. The City determines the boundaries of regulated steep slopes, seismic hazards, and landslide areas based on the City’s online mapping applications (RMC 4-3-050E) and requires geotechnical studies for proposed developments in or within 50 feet of sensitive and protected slopes, high seismic, and medium, high, or very high landslide hazard areas (RMC 4-3-050F). The City does not establish buffer widths around sensitive slopes or landslide hazards (unless considered very high hazards), seismic hazards, or coal mine hazards. A very high landslide hazard is given a 50-foot buffer width. In addition, there are 15-foot structure setbacks from protected steep slopes and very high landslide hazards (RMC 4-3-050G.2). 3.2.2 Methodology and Results Jacobs conducted a background review and analysis of the following: ▪ Washington Department of Natural Resources Geologic Information Portal (n.d.) ▪ Geotechnical engineering report (Appendix B) ▪ City GIS (City of Renton n.d.) The geotechnical engineering report, prepared by WSP (Appendix B) notes that the four borings excavated by HWA Geosciences Inc. within the study area exhibited groundwater and that this area has moderate to high susceptibility to liquefaction, which could contribute to substantial seismic settlement. Denser soils were encountered below the soils that are subject to liquefaction. These denser soils are anticipated to provide adequate foundation support (see Appendix B). The geotechnical report describes design and earthwork recommendations for Project design. Additional analysis and borings performed in 2021 determined that the Project sits on three different soil layers below the surface: fill, upper alluvium, and lower alluvium. Based on the geotechnical study’s review of the 4 previous borings and 7 new borings, it was found that extensive portions of the upper alluvium layer are susceptible to liquefaction. This layer extends to an average depth of approximately 40 feet below ground surface, but as deep as 60 feet. The estimated magnitude of liquefaction-induced settlement during a seismic event is equal to an average of 6 to 12 inches, but as much as 24 inches, across the Project site. The City GIS maps the entire study area as a high seismic hazard area. All transit station construction and road improvements will occur in this mapped area. Critical Areas Report 3-6 Per King County and City mapping (City of Renton n.d.), no sensitive or protected steep slopes are in the study area. Per City GIS, some isolated slopes are present in the study area and within the Project footprint. They do not exceed 25 percent (as shown on Figure 3-1) and are not mapped as sensitive or protected steep slopes. However, per the City definitions in RMC 4-3-050G.5.b, 15 to 40 percent slopes are considered medium landslide hazard areas if they are on sand, gravel, or glacial till. The March 2022 geotechnical engineering report for the Project (Appendix B) describes the subsurface soils at the site as fill soils over a 5- to 25-foot-deep layer of alluvial deposits. These alluvial deposits contain very loose to medium dense silty sands and poorly graded sands. Based on the sand content of the underlying soils, the isolated slopes within the study area would meet the City definition of medium landslide hazard. 3.3 Habitat Conservation Areas No habitat conservation areas are present within the study area. Details of the analysis are provided in the following subsections. 3.3.1 Definition The City defines habitat conservation areas in RMC 4-03-050G.6 as: Habitats that have a primary association with the documented presence of non-salmonid or salmonid species proposed or listed by the Federal government or State of Washington as endangered, threatened, sensitive and/or of local importance. The City defines critical habitat in RMC 4-11-030 as: Habitat areas associated with threatened, endangered, sensitive, monitored, or priority species of plants or wildlife and which, if altered, could reduce the likelihood that the species would maintain and reproduce over the long term. The City requires a habitat assessment in the following circumstances (RMC 4-3-050F.2.b): Based upon subsection G6 of this Section, Habitat Conservation Areas, the City shall require a habitat/wildlife assessment for activities that are located within or abutting a critical habitat, defined in RMC 4-11-030, or that are adjacent to a critical habitat, and have the potential to significantly impact a critical habitat. The assessment shall determine the extent, function and value of the critical habitat and potential for impacts and mitigation consistent with report requirements in RMC 4-8-120D. 3.3.2 Methodology and Results Jacobs conducted a background review and analysis of the following: ▪ Washington Department of Fish and Wildlife (WDFW) Priority Habitat and Species (PHS) Map data (n.d.) ▪ Statewide Washington Integrated Fish Distribution dataset (NWIFC and WDFW n.d.) ▪ City GIS (City of Renton n.d.) According to WDFW PHS data (WDFW n.d.), no listed threatened or endangered species are mapped as occurring on or near the study area. The nearest federally listed and state protected species occur approximately 0.5 mile south of the Project, within Springbrook Creek. Federally listed species within Critical Areas Report 3-7 Springbrook Creek include Chinook salmon (Oncorhynchus tshawytscha) and steelhead trout (Oncorhynchus mykiss); state protected species include Cutthroat trout (Oncorhynchus clarkii), coho salmon (Oncorhynchus kisutch), and chum salmon (Oncorhynchus keta) (NWIFC and WDFW n.d.). Section 7 of the Endangered Species Act (ESA) consultation with U. S. Fish and Wildlife Service and National Oceanic and Atmospheric Administration Fisheries is not warranted due to the absence of listed species and designated critical habitat for listed species in the study area. Provisions of Section 9 of the ESA, Prohibited Acts, will be followed. Within the study area, most habitat is paved with no habitat features, such as snags or large woody debris, and with low habitat value (refer to Figure 3-3 for a photograph of typical conditions at the site). However, there are street trees along Rainier Avenue S and S Grady Way, as well as a patch of street trees and landscaping shrubs around the Welcome to Renton sign at the corner of Rainier Avenue S and S Grady Way. These trees may provide limited perching opportunities for urban birds. Wildlife species within the study area are those typical of an urban environment and street trees, such as birds (e.g., American robin [Turdus migratorius], American crow [Corvus brachyrynchos], and common pigeon [Columba livia]) and small mammals (e.g., Virginia opossum [Didelphis virginiana], eastern cottontail [Sylvilagus floridanus], and eastern gray squirrel [Sciurus carolinensis]) that are well adapted to living in a highly altered landscape and can tolerate or benefit from human disturbance. Based on these results, there are no habitat conservation areas in the study area. Therefore, per RMC 4- 3- 050F.2.b, further analysis is not required. Figure 3-3. Habitat Conditions at South Renton Transit Center Project Site (looking northeast) 3.4 Streams and Lakes No streams, lakes, or associated buffers are present within the study area. Details of the analysis are provided in the following subsections. Critical Areas Report 3-8 3.4.1 Definition The City classifies bodies of water (streams and lakes) in RMC 4-3-050G.7.a. This classification system is based on the State’s Permanent Water Typing System in the Washington Administrative Code (WAC) 222-16-030. Stream and lake buffer widths are based on the following rating system: Type S: Waters inventoried as “Shorelines of the State” under chapter 90.58 Revised Code of Washington (RCW). These waters are regulated under Renton’s Shoreline Master Program Regulations, RMC 4-3-090. Type F: Waters that are known to be used by fish or meet the physical criteria to be potentially used by fish and that have perennial (year-round) or seasonal flows. Type Np: Waters that do not contain fish or fish habitat and that have perennial (year- round) flows. Perennial stream waters do not go dry any time of a year of normal rainfall. However, for the purposes of water typing, Type Np waters do include the intermittent dry portions of the perennial channel below the uppermost point of perennial flow. Type Ns: Waters that do not contain fish or fish habitat and have intermittent flows. These are seasonal, non-fish habitat streams in which surface flow is not present for a t least some portion of a year of normal rainfall and are not located downstream from any stream reach that is a Type Np Water. Ns Waters must be physically connected by an above-ground channel system to Type S, F or Np Waters. Buffer widths for streams and lakes are 115 feet for Type F, 75 feet for Type Np, and 50 feet for Type Ns per RMC 4-3-050G.2. 3.4.2 Methodology and Results Background information reviewed to evaluate waterbodies located in the study area included: ▪ City GIS (City of Renton n.d.) ▪ King County GIS (n.d.) Based on review of this information, no streams, lakes, or associated buffers are present within the study area. In addition, desktop analysis of aerial photos and publicly available street-view photos did not locate any potential streams or lakes within the study area. The entire study area is paved except for sidewalk landscape strips. Thus, no onsite evaluations were undertaken to delineate streams or lakes. 3.5 Wellhead Protection Areas Wellhead protection areas occur throughout the study area, as described in the following subsections. 3.5.1 Definition The City defines wellhead protection areas (also referred to as aquifer protection areas) in RMC 4- 11-010 as: …the portion of an aquifer within the zone of capture and recharge area for a well or well field owned or operated by the City, and as identified in the City of Renton’s COR Maps, the Critical Areas Report 3-9 City’s online interactive mapping application available through the City’s website. The term shall be synonymous with “wellhead protection area.” Wellhead protection areas are divided into three zones designated to provide graduated levels of wellhead protection area recharge. They are defined in RMC 4-3-050G.8 as: Zone 1: The land area situated between a well or well field owned by the City and the three hundred sixty five (365) day groundwater travel time contour. Zone 1 Modified: The same land area described for Zone 1 but for the purpose of protecting a high-priority well, wellfield, or spring withdrawing from a confined aquifer with a partial leakage in the overlying or underlying confining layers. Uses, activities, and facilities located in this area are regulated as if located within Zone 1 except as provided by this subsection G8. Zone 2: The land area situated between the three hundred sixty five (365) day groundwater travel time contour and the boundary of the zone of potential capture for a well or well field owned or operated by the City. If the aquifer supplying water to such a well, well field, or spring is naturally protected by confining overlying and underlying geologic layers, the City may choose not to subdivide a Wellhead Protection Area into two (2) zones. In such a case, the entire Wellhead Protection Area will be designated as Zone 2. Zone 1 and Zone 1 (Modified) have more strict development standards than Zone 2, but both are regulated as critical areas with specific development and operation standards by the City. Per RMC 4-3-050F.2.d: The City may require an applicant to prepare a hydrogeologic study if the proposal has the potential to significantly impact groundwater quantity or quality, and sufficient information is not readily available. Such a report shall be prepared by a qualified professional at the applicant’s expense. Report content requirements may be specified by the City in accordance with State or Federal guidelines or tailored to the particular development application. 3.5.2 Methodology and Results The following information was reviewed to assess for critical aquifer recharge areas in the study area: ▪ Washington Department of Health’s Source Water Assessment Program Mapping Application (n.d.) ▪ City GIS (City of Renton n.d.) ▪ King County iMap (n.d.) All three sources map wellhead protection area (Zone 2) within the study area (Figure 3-2). The City maps wellhead protection area, Zone 2 overlapping all portions of the proposed Project limits. No Zone 1 wellhead protection areas are located in the Project limits or study area. Critical Areas Report 3-10 3.6 Wetlands Based on review of publicly available information, no wetlands or associated buffers are present within the study area. Details of the analysis are provided in the following subsections. 3.6.1 Definition The City defines wetlands in RMC 4-11-230 as: Areas that are inundated or saturated by surface water or groundwater at a frequency and duration sufficient to support, and that under normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil conditions. Wetlands generally include swamps, marshes, bogs, and similar areas. Wetlands do not include those artificial wetlands intentionally created from nonwetland sites, including, but not limited to, irrigation and drainage ditches, grass-lined swales, canals, detention facilities, wastewater treatment facilities, farm ponds, and landscape amenities, or those wetlands created after July 1, 1990, that were unintentionally created as a result of the construction of a road, street, or highway. Wetlands include artificial wetlands created from nonwetland areas to mitigate the conversion of wetlands. Wetland buffers range from 200 feet to 40 feet based on the category of wetland and/or the habitat function points per RMC 4-3-050G.2. 3.6.2 Methodology and Results Background information reviewed to evaluate potential wetlands or buffers located in the study area includes the following: ▪ Hydric soils data derived from the U.S. Department of Agriculture Natural Resources Conservation Service soil database (USDA NRCS n.d.) ▪ National Wetland Inventory (U.S. Fish and Wildlife Service n.d.) ▪ City GIS (City of Renton n.d.) ▪ King County GIS (n.d.) Based on review of this information, no wetlands or associated buffers are present within the study area. In addition, the study area is almost entirely paved except for sidewalk landscape strips and a vegetated stormwater pond northeast of Shattuck Avenue S. Desktop analysis of aerial photos and publicly available street-view photos did not locate any vegetated areas within the study area that could potentially contain wetland conditions except for the stormwater pond (this stormwater pond is indicated on Figure 3-1). The stormwater pond is an oval depression within chain-link fencing; it contains emergent vegetation consisting of low grasses and obligate wetland plants such as cattails (Typha latifolia). No trees or tall shrubs are present within the stormwater pond boundaries (Figure 3-4), though some street trees are present nearby, outside the fencing. City of Renton GIS, King County GIS, and the National Wetland Inventory do not map this stormwater pond as wetland. It is functionally separated from the project limits by a paved two-lane road with cycle track (Shattuck Avenue S) and a large parking lot. Critical Areas Report 3-11 A wetland assessment was not performed at this feature for the following reasons: ▪ The stormwater pond is a constructed feature for detaining stormwater and is therefore not regulated as critical areas per RMC 4-3-05B.1: Regulated wetlands do not include those artificial wetlands intentionally created from nonwetland sites, including, but not limited to, irrigation and drainage ditches, grass-lined swales, canals, detention facilities, wastewater treatment facilities, farm ponds, and landscape amenities, or those wetlands created after July 1, 1990, that were unintentionally created as a result of the construction of a road, street, or highway. ▪ The stormwater pond is about 215 feet from the nearest project work, and over 300 feet from any ground-disturbing work. (The only work within 300 feet would be repainting existing pavement for the cycle track along Lake Avenue S.) Per RMC 4-3-050F.2.e.i, this is outside the 200-foot area in which a wetland categorization would be required: The applicant shall be required to conduct a study to determine the categorization of the wetland if the subject property or project area is within two hundred feet (200') of a wetland even if the wetland is not located on the subject property but it is determined that alterations of the subject property are likely to impact the wetland in question or its buffer. If there is a potential Category I or II wetland within three hundred feet (300') of a proposal, the City may require an applicant to conduct a study even if the wetland is not located on the subject property but it is determined that alterations of the subject property are likely to impact the wetland in question or its buffer. Even if the stormwater pond were a regulated feature, it does not contain the habitat complexity that would be required for it to be rated as Category I or II (and thus potentially needing assessment per RMC 4-3-050F.2.e.i) and is not likely to be impacted by the project in any way because it is functionally separated from the nearest project work by Shattuck Avenue S and other paved areas. Per 4-3-05G.2 Footnote 6: Areas that are functionally and effectively disconnected from the wetland by a permanent road or other substantially developed surface of sufficient width and with use characteristics such that buffer functions are not provided shall not be counted toward the minimum buffer unless these areas can be feasibly removed, relocated or restored to provide buffer functions. Figure 3-4. Habitat Conditions at the Stormwater Pond (Left: Street view looking east-northeast from Shattuck Ave S. Right: Aerial photo.) Critical Areas Report 4-1 4. Critical Areas Impacts Impacts to critical areas were assessed by comparing the locations of proposed work within each mapped critical area. Proposed work is based on the 90 percent Project design plan set (April 2024). Construction staging locations have not been finalized but would be limited to onsite paved areas. This section focuses on those critical areas that occur within the Project limits: flood hazards, landslide hazards, seismic hazards, and wellhead protection areas. No other critical areas are found within the Project limits. 4.1 Flood Hazard Areas 4.1.1 Impact Description The roadway improvements along S Grady Way intersect with a mapped FEMA flood zone (Zone AH; 100-year floodplain), as shown in Table 4-1 and on Figure 4-1. Work occurring in the flood zone consists of roadway improvements to upgrade paving in the northern two lanes of S Grady Way. Work on sidewalk planting strips, shared-use path, and curb are outside the FEMA-mapped flood zone. Excavation of road lanes within the flood zone will occur. The existing pavement will be removed as well as a portion of the subgrade. Base course and pavement will be added in the excavated areas to match existing roadway surface elevations (as shown on Figure 4-2). Therefore, the roadway improvements would not change the elevation of the roadway, and no additional fill in the flood zone will occur. As such, the Project will result in no net rise in flood elevations within this area. Table 4-1. South Renton Transit Center - Flood Hazard Impact Area Critical Area Temporary Work in Flood Hazard Area Permanent Impact Flood Hazard Areas Approximately 4,200 square feet for roadway improvements None; no net rise after construction 4.1.2 Project Compliance with RMC for Flood Hazard Areas The development standards in RMC 4-3-050G.4.c, d, and f apply to buildings and other facilities, and design and anchoring of such facilities in flood hazard areas. Only roadwork in an existing roadway will occur within the FEMA flood zone, so these codes do not apply. Development standards in RMC 4-3-050G.4.e address encroachments into the floodway (as well as AE and A1-30 FEMA-mapped flood zones). As noted in Section 3.1, no floodway occurs in the study area. The flood zone in the Project limits is mapped as Zone AH, and no new encroachment will occur. Compensatory storage requirements in RMC 4-3-050G.4.g require the following: Development proposals and other alterations shall not reduce the effective base flood storage volume of the floodplain. If grading or other activity will reduce the effective storage volume, compensatory storage shall be created on the site or off the site if legal arrangements can be made to assure that the effective compensatory storage volume will be preserved over time. S GRADY WA Y 167 5 405 Data Source: City of Renton, WSDOTBackground: King County Aerial, 2021 2/24/2023Draft³0 5025Yards Project Linework Edge of Road Work RentonTukwila South Renton Transit Center Figure 4-1. Roadwork in Flood Hazard Area Temporary Work Occurring in 100-year Floodplain 100-year Floodplain Critical Areas Report 4-3 Figure 4-2. Typical Roadwork Section on S Grady Way. Critical Areas Report 4-1 This Project will not reduce the effective base flood storage in the floodplain, where work is being performed along S Grady Way. Therefore, no compensatory storage is required. Where the Project overlaps the 100-year floodplain, there will be no net rise in flood elevation. The proposed roadwork will not increase flood levels during a flooding event, will not result in any adverse impacts to property, and does not require compensatory storage. No work is proposed in the floodway. 4.2 Geologic Hazard Areas 4.2.1 Impact Description The Project is located entirely within an area mapped by King County and the City as a high seismic hazard area. As documented in the geotechnical report (Appendix B), geologists identified areas of geologic instability at the site of the proposed Project and identified design measures to mitigate the risk of building on potentially liquifiable soils that are underlain by denser soils. The Project design, including the foundation design, will reduce the risks to public safety and is therefore considered self-mitigating. For this reason, no mitigation is proposed. One medium landslide hazard area occurs in the Project limits, in the southeast corner of the Project limits (Figure 3-1). No structures will be built at this location, which is across Lake Avenue S from the proposed transit center. Work occurring in this landslide hazard will consist of pavement removal, repaving, and road painting for crosswalks connected to a cement pedestrian island with a light pole at the intersection of Lake Avenue S and S Grady Way. Figure 4-3 provides a photo of the impact location indicated by the orange arrow and encircled, orange area. Figure 4-3. Medium Landslide Hazard Location at Lake Avenue S and S Grady Way Two additional medium landslide hazard areas are located outside of the Project limits, but within 12.6 feet of the northeast corner of the Project limits and 5.6 feet northeast of the Project limits, near work for the proposed 2-way cycle track. This medium landslide hazard area was evaluated in the Critical Areas Report 4-2 geotechnical report (Appendix B). However, the Project work is outside the hazard; is primarily limited to repainting lane lines along Lake Avenue; and the City does not regulate buffers on medium landslide hazards; therefore, no impact would occur. Geologists identified design measures to mitigate the risk of building on areas with slopes between 15 and 40 percent and underlain by dense soils (Appendix B). These design measures have been incorporated into site preparation, dewatering, subgrade preparation, and pavement design. The Project design would reduce the risks to public safety and is therefore considered self-mitigating. For this reason, no mitigation is proposed. 4.2.2 Project Compliance with RMC for Seismic Hazards RMC 4-3.050F.2.a requires that proposed developments occurring in a high seismic hazard area shall require geotechnical studies by licensed professionals: 2. Plans and Studies Required: When an application is submitted for any building permit or land use review and/or to obtain approval of a use, development or construction, the location of the critical areas and buffers on the site shall be indicated on the plans submitted based upon an inventory provided by a qualified specialist. a. Geologically Hazardous Areas: i. Whenever a proposed development requires a development permit and a geologic hazard is present on the site of the proposed development or on abutting or adjacent sites within fifty feet (50') of the subject site, geotechnical studies by licensed professionals, such as a geotechnical engineer and/or engineering geologist, shall be required. Specifically, geotechnical studies are required for developments proposed on sites with any of the following geologically hazardous areas: (a) Sensitive and protected slopes; (b) Medium, high, or very high landslide hazards; (c) High erosion hazards; (d) High seismic hazards; (e) Medium or high coal mine hazards. ii. The required studies shall demonstrate the following review criteria can be met: (a) The proposal will not increase the threat of the geological hazard to adjacent or abutting properties beyond pre-development conditions; and (b) The proposal will not adversely impact other critical areas; and (c) The development can be safely accommodated on the site. iii. A mitigation plan may be required consistent with subsection L of this Section. A geotechnical report has been prepared and is included as Appendix B. This meets the requirements of RMC 4-3-050F.2.a.i. for work at or adjacent to the medium landslide hazard in the southeast corner of the site, and within 50 feet of the medium landslide hazard just north of the northeast corner of the site. Critical Areas Report 4-3 Project elements have been designed to incorporate recommendations from the geotechnical report, to ensure that the Project is self-mitigating in regard to geologic hazards. The geotechnical recommendations have been incorporated into site preparation, dewatering, subgrade preparation, and pavement design. The threat of geologic hazards to adjoining properties will not increase over pre-development conditions. There will be no impact to other geologic hazard critical areas. 4.3 Wellhead Protection Areas 4.3.1 Impact Description The Project will be entirely within a Zone 2 wellhead protection area. Deep foundation piles are expected to be required for construction of Project elements, to address potential liquefaction under these elements (see Section 3.2.2). The following Project elements are expected to require deep pile foundations: ▪ The bus shelter canopy is a series of cantilever columns with a roof over the bus stops. ▪ The charging gantry is an elevated truss on columns that supports the pantographs that will charge the buses. ▪ The core facilities building, which used to be composed of separate temporary structures, is a permanent steel building that will house security offices, storage, and bathrooms. Given the estimated liquefaction-induced settlement during a seismic event, the consultant team analyzed the different structures under such movement. The team found that the structures mentioned above would not collapse under the noted settlement but would most likely not be usable in the future. Furthermore, given the considerable movement that could occur, there is a possibility that non-structural elements attached to the structures would not function properly after a seismic event. One of these non- structural elements could be exterior doors in the core facilities building that may be unable to open and would effectively lock users in the building. The use of deep foundations would minimize the settlements experienced by the different structures. The foundation options currently being considered are both deep and shallow foundations (though deep foundations are expected to be required). Other options such as ground improvement techniques (particularly stone columns) were rejected because of the liquefaction potential of the soil on the site, and the protected aquifer that sits at an estimated depth of 7.5 feet below ground surface. If contaminated soil was present, cross-contamination of the aquifer could occur during ground improvement activities. [Note that based on the Remedial Action Report prepared for the project in 2024, near-surface contaminated soils on site have been fully remediated and are no longer present (Shannon and Wilson 2024).] The consultant team selected auger cast-in-place piles for the deep foundation system to support the bus shelter canopy, charging gantry, and the core facility building. This system consists of 18-inch-diameter piles drilled with a continuous flight hollow stem auger to a specified depth. Concrete or grout is then pumped through the hollow stem, starting from the bottom depth and continuing to the surface as the auger is removed from the subsurface. A reinforcing steel cage is then placed through the freshly placed concrete/grout to the bottom of pile elevation. Because of the presence of liquefiable soil to depths of up to 50 feet below ground surface, the augercast piles would need to be installed to a depth of 66 feet, which would result in the piles penetrating the aquifer. To mitigate potential for any near-surface contamination (if present) to enter the aquifer during/after installation of auger cast-in-place piles, a temporary casing with a minimum diameter of 24 inches should be installed to a depth of 10 feet. The soil inside of the casing should be removed prior to augering below the casing and properly disposed of Critical Areas Report 4-4 off-site. In addition, the bottom 2 feet of the casing should be sealed with bentonite grout prior to augering below the casing for pile installation. The temporary casing would be removed after the completion of the grouting of the piles. As noted above, based on the Remedial Action Report, near- surface contaminated soils on site are no longer present (Shannon and Wilson 2024). For the remaining large structure in the project—the BEB Equipment Yard Canopy—deep foundations are not necessary; instead, shallow foundations will be used (footings connected with grade beams). Various types of shallow foundations will also be used for the miscellaneous structures in the project such as light poles, equipment pads, and retaining walls. Due to the relatively superficial depth of the shallow foundations, it is unlikely that the aquifer will be touched during their excavation and construction. Additionally, the Project will not discharge untreated water to the groundwater during construction or operation. Therefore, it is not anticipated that there would be impacts to the wellhead protection area. 4.3.2 Project Compliance with RMC for Wellhead Protection Areas General Requirements: The Project must comply with construction activity standards applicable in wellhead protection area Zone 2, as outlined in 4-4-030.C.8. These include a designated person onsite, secondary containment, securing hazardous materials, removal of leaking vehicles and equipment, flammable and combustible liquids. Storage and dispensing, cleanup equipment and supplies, and unauthorized releases will be addressed in the Spill Prevention, Control, and Countermeasures Plan to be provided by the contractor. The City requires that any facility operating in an aquifer protection area meet the aquifer protection requirements in critical areas code section RMC 4-3-050G.8.b through RMC 4-3-050G.8.k. These requirements state prohibited and allowed uses of land in aquifer protection areas, and conditions for onsite storage of hazardous materials. In short, new projects must not impact the short-term, long-term, or cumulative quantity or quality of groundwater (RMC 4-9-015G.1), specifically hazardous materials shall not be spilled, leaked, emitted, discharged, disposed, or allowed to escape or leach into the air, into groundwater, surface water, surface soils, or subsurface soils. The Project will not release any waters or hazardous materials to groundwater during construction or operation. The Project’s stormwater facilities will comply with local stormwater and drainage regulations. The City’s regulations are based on the King County Surface Water Design Manual (King County 2021). Specific issues related to prohibited activities, hazardous material storage, and pesticides are detailed in this section. Prohibited Activities: Per RMC 4-3-050C.5.c.iii, the following are prohibited activities in Zone 2 wellhead protection areas: ▪ Surface impoundments (as defined in Chapters 173-303 and 173-304 WAC); ▪ Recycling facilities that handle hazardous materials; ▪ Hazardous waste treatment storage, and disposal facilities; ▪ Solid waste landfills; ▪ Transfer stations; ▪ New heating systems using fuel oil stored in underground storage tanks; and ▪ Petroleum product pipelines. None of these activity types are proposed. Hazardous Material Storage: Allowances and Storage: RMC 4-3-050G.8.b and 4-3-050G.8.c provide regulations on use and storage of hazardous materials in wellhead protection areas. The following Critical Areas Report 4-5 regulations would apply to the South Renton Transit Center, in a Zone 2 wellhead protection area except where indicated: RMC 4-3-050G.8.b Facilities i. Hazardous Materials – Use, Production, Storage, Treatment, Disposal, or Management: Persons that store, handle, treat, use, or produce a hazardous material as defined by RMC 4-11-080, Definitions H, which are new, existing, or to be closed, shall be subject to the requirements of this Section, and as further specified below: [RMC 4-3-050G.8.b.i a through d (not listed below) and RMC 4-3-050G.8.b.ii refer to application processes] ii. New Facilities – Zones 1 and 2: All proposals for new facilities within any zone of a Wellhead Protection Area must be reviewed for compliance with this Section prior to issuance of any development permits for uses in which hazardous materials are stored, handled, treated, used or produced or which increase the quantity of hazardous materials stored, handled, treated, used, or produced. iii. Prohibited Facilities – Zone 1 [Regulation not applicable] v. Existing Facilities – Allowances in Zone 2: The storage, handling, treatment, use or production of hazardous materials at existing facilities shall be allowed within Zone 2 of a Wellhead Protection Area upon compliance with the permit requirements, release reporting requirements, and closure requirements of this Section. vi. Requirements for Facilities – Zones 1 and 2: The following conditions in subsections G.8.b.vi(a) to (d) of this Section will be required as part of any operating permit issued for facilities in Zone 1 of a Wellhead Protection Area. Conditions in subsections G.8.b.vi(s) to (c) shall apply to facilities in Zone 2 of a Wellhead Protection Area. (a) Secondary Containment – Zones 1 and 2: (1) Materials Stored in Tanks Subject to DOE – Zones 1 and 2: Hazardous materials stored in tanks that are subject to regulation by the Washington Department of Ecology under chapter 173-360 WAC are exempt from containment requirements in subsection G8bvi(a)(2) of this Section, Secondary Containment – Zones 1 and 2, but are subject to applicable requirements in RMC 4-5-120, Underground Storage Tank Secondary Containment Regulations. (2) Secondary Containment Devices Required in Zones 1 and 2: Every owner of a facility shall provide secondary containment devices adequate in size to contain on site any unauthorized release of hazardous materials from any area where these substances are either stored, handled, treated, used, or produced. Secondary containment devices shall prevent hazardous materials from contacting soil, surface water, and groundwater and shall Critical Areas Report 4-6 prevent hazardous materials from entering storm drains and, except for authorized and permitted discharges, the sanitary sewer. (A) Design requirements for secondary containment devices are as follows: [RMC 4-3-050 G.8.b.vi.a.2.A.i through ix present specific requirements for containment devices, outdoor storage covering, and securing hazardous materials.] (b) Monitoring Required: See RMC 4-9-015. (c) Emergency Collection Devices – Zones 1 and 2: Vacuum suction devices, absorbent scavenger materials, or other devices approved by the Department shall be present on site (or available within an hour by contract with a cleanup company approved by the Department), in sufficient quantity to control and collect the total quantity of hazardous materials plus absorbent material. The presence of such emergency collection devices and/or cleanup contract are the responsibility and at the expense of the owner and shall be documented in the operating permit. For any hazardous materials stored in the transit center’s facility buildings and equipment yard, appropriate storage will be used. Emergency collection devices sufficient to meet the needs of the facility (e.g., vacuum suction devices, absorbent scavenger materials, or other devices approved by the Washington State Department of Ecology) shall be stored onsite (RMC 4-3-050G.8.b.vi.c) or available within an hour by contract with a cleanup company approved by the Washington State Department of Ecology, in sufficient quantity to control and collect the total quantity of hazardous materials plus absorbent material. The Project’s operating procedures will meet the applicable hazardous material requirements for wellhead protection areas, as listed in RMC 4-9-015B.1 and RMC 4-9-15E and 4-3-050G.8.vi.a through 4-3- 050G.8.b.vi(c). Hazardous Material Storage: Limited Exemptions RMC 4-3-050G.8.c, Limited Exemptions allows the following activities to be exempt from some, but not all, provisions of Section RMC 4-3-050G.8: RMC 4-3-050G.8.c, Limited Exemptions i. Hazardous Materials: (a) Materials for Sale in Original Small Containers: Hazardous materials offered for sale in their original containers of five (5) gallons or less shall be exempt from requirements in subsection G8bvi of this Section. (b) Activities Exempt from Specified Wellhead Protection Areas Requirements: The following are exempt from requirements in subsections G8bvi(a) through (d) of this Section, the requirements pertaining to review of proposed facilities in subsection C5d of this Section, Prohibited Changes in Land Use and Types of New Facilities – Wellhead Protection Areas, and the requirements pertaining to prohibited facilities in subsection G8biii(a) of this Section: (1) Hazardous materials use, storage, and handling in de minimis amounts (aggregate quantities totaling twenty (20) gallons or less at the facility or construction site). Weights of solid hazardous materials will be converted to volumes for purposes of determining whether de minimis amounts are exceeded. Ten (10) pounds shall be considered equal to one gallon. Critical Areas Report 4-7 (2) Noncommercial residential use, storage, and handling of hazardous materials; provided, that no home occupation business (as defined by chapter 4-11 RMC) that uses, stores, or handles more than twenty (20) gallons of hazardous material is operated on the premises. (3) Hazardous materials in fuel tanks and fluid reservoirs attached to a private or commercial motor vehicle and used directly in the operation of that vehicle. (4) Fuel oil used in existing heating systems. (5) [Not applicable] (6) Fueling of equipment not licensed for street use; provided, that such fueling activities are conducted in a containment area that is designed and maintained to prevent hazardous materials from coming into contact with soil, surface water, or groundwater except for refueling associated with construction activity regulated by RMC 4-4-030(C)(8), Construction Activity Standards – Zones 1 and 2. (7) Hazardous materials contained in properly operating sealed units (transformers, refrigeration units, etc.) that are not opened as part of routine use. (8) Hazardous materials in fuel tanks and fluid reservoirs attached to private or commercial equipment and used directly in the operation of that equipment. (9) Hazardous materials in aerosol cans. (10) [Not applicable] (11) Hazardous materials used for janitorial purposes at the facility where the products are stored. (12) Hazardous materials used for personal care by workers or occupants of the facility at which the products are stored including but not limited to soaps, hair treatments, grooming aids, health aids, and medicines. Per the limited exemptions in RMC 4-3-050G.8.c, activities in Zone 2 wellhead protection areas include properly stored hazardous materials and fuel in existing vehicle tanks. Larger amounts of hazardous materials must meet the storage requirements and emergency cleanup plans listed in RMC 4-3-050G.8.b.vi including primary and secondary containment devices. Fuel in fuel tanks, and de minimus amounts of hazardous material are exempt from the requirements in RMC 4-3-050G.8.b.vi. During construction, refueling of construction equipment and a hazardous materials inventory will follow the Spill Prevention, Control, and Countermeasures Plan and be consistent with applicable City standards, including RMC 4-3-050G.8 and 4-4-030C.8, to be provided by the contractor. During the Project’s operation, use of buses and cars would be a permitted activity onsite. For any hazardous materials stored in the transit center’s facility buildings and equipment yard, appropriate storage will be used. Emergency collection devices sufficient to meet the needs of the facility shall be stored onsite (RMC 4-3-050G.8.b.vi.c). The Project’s operating procedures will meet all the applicable hazardous material requirements for wellhead protection areas, as listed in RMC 4-9-015B.1 and RMC 4-9-15E and 4-3-050G.8.vi.a-d. Critical Areas Report 4-8 Pesticide and Nitrate Use: Pesticide and nitrate use in Wellhead Protection Areas is outlined in RMC 4-3-050G.8.d.i through ii, as follows: ▪ Use of pesticides: The application of hazardous materials such as pesticides shall be allowed in a Wellhead Protection Area, except within one hundred feet (100’) of a City owned well or two hundred feet (200’) of a City owned spring; provided that: – The application is in strict conformity with the use requirements as set forth by the [U.S. Environmental Protection Agency] EPA and as indicated on the containers in which the substances are sold. – Persons who are required to keep pesticide application records by RCW 17.21.100.1 and WAC 16-228-190 shall provide a copy of the required records to the Department within seventy-two hours of the application. ▪ Fertilizers/Nitrate-Containing Materials: The application of fertilizers containing nitrates shall be allowed in a Wellhead Protection Area except within one hundred feet of a City owned well or two hundred feet of a spring; provided that: – [Provides limits of amount of nitrate=containing materials allowed per square feet of project area] – [Provides reporting requirements when using these materials] No use of pesticides and fertilizers is proposed. Should any pesticides or fertilizers be necessary, they would be used in strict conformity with EPA, WAC, and RCW use guidelines and would not be within 100 feet of a City-owned well or within 200 feet of a spring. Critical Areas Report 5-1 5. Probable Cumulative Impacts The Project will have no permanent cumulative effects on critical areas as described below. The roadway improvements along S Grady Way intersect with a mapped FEMA flood zone (Zone AH; 100-year floodplain; Section 4.1.1), The roadway improvements will not change the elevation of the roadway, and no additional fill in the flood zone will occur. As such, the Project will result in no net rise in flood elevations within this area, and thus will not add to any cumulative impacts to floodplains when combined with other proposed projects in the area. The Project is located entirely within an area mapped by King County and the City as a high seismic hazard area (Section 4.2.1). The Project design will follow geotechnical recommendations that reduce risks to public safety related to seismic events and is therefore considered self-mitigating. For this reason, no further mitigation is proposed and there will be no cumulative impacts to seismic hazard areas when considered with other proposed projects in the area. The Project is entirely within a Zone 2 wellhead protection area (Section 4.3.1). Remediation efforts have removed all near-surface potentially contaminated soil (Shannon and Wilson 2024). During deep foundation construction, the foundations will be drilled using a combination of temporary steel casing around the pile hole and placement of a bentonite seal; these features will isolate near-surface soil from the drilled pile hole, which will further mitigate risk to the aquifer. Therefore, there will be no cumulative impacts when considered with other proposed projects in the area. Critical Areas Report 6-1 6. Mitigation RMC 4-3-050.L.1.b describes the mitigation sequencing process to be followed when a non-exempt project occurs in critical areas. The Project has been designed to first avoid and then minimize impacts to critical areas and their buffers in accordance with provisions (i) and (ii) in RMC 4-3-050.L.1.b. The Project avoided impacts by selecting a Project site in an area with few critical areas present. The Project minimized impacts in the following ways: ▪ Project work in the flood hazard area has been minimized to the extent feasible by locating work within paved areas; the Project will have no net rise in elevations within this area. ▪ To address the seismic hazard area underlying the Project limits, the Project has incorporated recommendations from the geotechnical report ensuring self-mitigation via site preparation, dewatering, subgrade preparation, and pavement design (Appendix B). ▪ Work within the medium landslide hazard area will not include any structures and will follow recommendations from the geotechnical report (Appendix B). ▪ To address wellhead protection requirements, the Project will meet all code requirements for projects taking place in a Zone 2 wellhead protection area. No additional compensation is required because there will be no permanent or temporary impacts to critical areas that are not considered self-mitigating as a result of the Project. Critical Areas Report 7-1 7. Limitations This report was prepared for the exclusive use of Sound Transit and its representatives. The findings and conclusions documented in this report have been prepared for specific application to this Project. They have been developed in a manner consistent with that level of care and skill normally exercised by members of the environmental science profession currently practicing under similar conditions in the area. The conclusions and recommendations presented in this report, and the accuracy thereof, are professional opinions based on interpretation of information currently available to us considering the assumptions if any, stated in the analytical sections, and made within the operational scope, budget, and schedule constraints of this Project. The degree of hazard and risk from the Project both on the site and on surrounding properties are discussed in Section 4. These conclusions are subject to review and approval by Sound Transit and its representatives. No warranty, expressed or implied, is made. Critical Areas Report 8-1 8. References City of Renton. n.d. Maps and GIS. Online database. Accessed February 2023. https://rentonwa.gov/city_hall/executive_services/Information_technology/maps___g_i_s_data. Federal Emergency Management Agency (FEMA). 2020. The Flood Insurance Study for King County, Washington and Incorporated Areas. Flood Insurance Study Map Numbers 53033C0977G and 53033C0979G. Accessed February 2023. King County. 2021. Surface Water Design Manual. Department of Natural Resources and Parks. July 2021. https://kingcounty.gov/services/environment/water-and-land/stormwater/documents/surface-water- design-manual.aspx. King County. n.d. King County iMap. Accessed February 2023. https://gismaps.kingcounty.gov/iMap/. Northwest Indian Fisheries Commission and Washington Department of Fish and Wildlife (NWIFC and WDFW). n.d. Statewide Washington Integrated Fish Distribution dataset. Accessed February 2023. https://geo.wa.gov/datasets/wdfw::statewide-washington-integrated-fish-distribution. Shannon and Wilson. 2024. Remedial Action Report, Sound Ford Renton (Sound Transit ROW Nos. RTN001-RTN004), Renton Washington. February. U.S. Department of Agriculture, Natural Resources Conservation Service (USDA NRCS). n.d. Web Soil Survey. Mapping database. Accessed February 2023. https://websoilsurvey.sc.egov.usda.gov/App/HomePage.htm. U.S. Fish and Wildlife Service. n.d. National Wetland Inventory Wetlands Mapper. Accessed February 2023. https://www.fws.gov/wetlands/. Washington Department of Fish and Wildlife (WDFW). n.d. Priority Habitat and Species Map. Accessed February 2023. http://apps.wdfw.wa.gov/phsontheweb/. Washington Department of Health. n.d. Source Water Assessment Program Mapping Application. Accessed February 2023. https://fortress.wa.gov/doh/swap/index.html. Washington Department of Natural Resources. n.d. Washington Geologic Information Portal. Accessed February 2023. https://geologyportal.dnr.wa.gov/2d-view#natural_hazards?-13939287,- 13000029,5803322,6244822?Surface_Geology,500k_Surface_ Geology,Geologic_Units_500K. Appendix A Project Plans CENTRAL PUGET SOUND REGIONAL TRANSIT AUTHORITYDRAWING No.:SHEET No.:REV:LOCATION ID:THE PREPARATION OF THIS DOCUMENT HAS BEEN FINANCED IN PART THROUGH A GRANT FROM THEU.S. DEPARTMENT OF TRANSPORTATION FEDERAL TRANSIT ADMINISTRATION UNDER THE URBANMASS TRANSPORTATION ACT OF 1964, AS AMENDED, AND IN PART BY THE CENTRAL PUGET SOUNDREGIONAL TRANSIT AUTHORITY DISTRICT OF WASHINGTON, AND THE STATE OF WASHINGTONREVIEWED BY:NAME:TITLE:DATE:03/22/24 | 1:58 PM | CSAXEC:\PWWORKING\JACOBS_B&I\JEG_EX-SAXEC\D0436120\S1-BT120-GZT001.DWG PREPARED BY:SUBMITTED BY:NAME:TITLE:DATE:STRIDE BUS RAPID TRANSITRTA/OA AE 0206-19SOUTH RENTON TRANSIT CENTER90% SUBMITTALAPRIL 2024RICARDO PARGASPROJECT MANAGERJOEY ALTCHECHPROJECT MANAGERBOOK #BT120-GZT001BT120S1-BT105VOLUME 1AND ROADWAY IMPROVEMENTSGENERAL ENGINEERING CONSULTANTSERVICESCONTRACT LOCATION MAPPROJECT LOCATIONN001VOLUME 1 BOOK 1 OF 4 R879.8024R890.8024BT105 - PSE Boom TruckCustom( c) 2023 Tr ansof t Solut i ons, I nc. Al l r i ght s r eser ved.BT105 - PSE Boom TruckCustom(c) 2023 Transoft Solutions, Inc. All rights reserved.17.57ftBT105 - PSE Boom TruckCustom(c) 2023 Transoft Solutions, Inc. All rights reserved.BT105 - PSE Boom TruckCustom(c) 2023 Transoft Solutions, Inc. All rights reserved.15.64ft BT105 - PSE Boom TruckCustom(c) 2023 Transoft Solutions, Inc. All rights reserved.BT105 - PSE Boom TruckCustom(c) 2023 Transoft Solutions, Inc. All rights reserved.BT105 - PSE Boom TruckCustom14.35ftBT105 - PSE Boom TruckCustom(c) 2023 Transoft Solutions, Inc. All rights reserved.BT105 - PSE Boom TruckCustom(c) 2023 Transoft Solutions, Inc. All rights reserved.17.57ftBT105 - PSE Boom TruckCustom(c) 2023 Transoft Solutions, Inc. All rights reserved.BT105 - PSE Boom TruckCustom(c) 2023 Transoft Solutions, Inc. All rights reserved.14.54ftBT105 - PSE Boom TruckCustom(c) 2023 Transoft Solutions, Inc. All rights reserved.BT105 - PSE Boom TruckCustom(c) 2023 Transoft Solutions, Inc. All rights reserved.15.54ft BT105 - PSE Boom TruckCustom(c) 2023 Transoft Solutions, Inc. All rights reserved.BT105 - PSE Boom TruckCustom(c) 2023 Transoft Solutions, Inc. All rights reserved.14.28ftBT105 - PSE Boom TruckCustom(c) 2023 Transoft Solutions, Inc. All rights reserved.BT105 - PSE Boom TruckCustom(c) 2023 Transoft Solutions, Inc. All rights reserved.14.36ftBT105 - PSE Boom TruckCustom( c) 2023 Tr ansof t Solut i ons, I nc. Al l r i ght s r eser ved.BT105 - PSE Boom TruckCustom(c) 2023 Transoft Solutions, Inc. All rights reserved.17.91ftBT105 - PSE Boom TruckCustom(c) 2023 Transoft Solutions, Inc. All rights reserved.BT105 - PSE Boom TruckCustom(c) 2023 Transoft Solutions, Inc. All rights reserved.17.21ftrec. no. 8702250475LIMITS OF PUBLIC UTILITYEASEMENTREC NO. 7407300476ELECTRIC TRANSMISSION /DISTRIBUTION EASEMENT OVERPARCEL CREC NO. 910311084420' PUBLIC UTILITYEASEMENTREC NO. 86030200379,OVERHEAD POWER ESMT TOSEATTLE CITY LIGHTREC NO. 86030200379,OVERHEAD POWER ESMT TOSEATTLE CITY LIGHTAFN 3180315, OVERHEADPOWER ESMT TO SEATTLECITY LIGHT, LESS THEEASTERLY PORTIONTHEREOF RELEASED BUTREPLACED BY REC NO.86030200379. LIES N OFFORMER RR R/WAFN 3364759, 162.5' WIDEELEC POWER TRANSMISSIONESM , LYING SOUTH OF 7THSt AND NORTH OF FORMERRR R/WREC NO. 20110812001718VARYING WIDTH SLOPE &UTILITY EASEMENTPSE EASEMENTREC NO. 201108120017184' SLOPE & UTILITY EASEMENTPSE TRANSMISSION POLEPSE TRANSMISSION POLEPSE CONDUCTOR LINESSCL LINESSCL 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MRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGRGRGRGRGVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDRGRGRGRGRGRGRGRGVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDCECECECECECECECECECECECECECECECECECECECECECECECECSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFVDMRMRMRMRMRMRNDNDNDNDNDNDNDNDNDNDNDNDNDRGRGRGRGRGRGRGRGCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCSRGCSCSCSCSCGCGCGCGCGCGCGCGCGRGRGRGRGRGRGRGRGRGCSCSCSCSCSCSCSCSCSMPMPMPMPMPMPMPMPMPMPMPMPMPMPNDNDNDVDVDVDNDNDNDMRMRMRMRMRMRVDVDCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFVDVDVDNDVDVDMRMRMRMRMRMRNDNDNDVDVDCGCGCGCGCGCGSFSFSFSFSFSFVDVDNDNDNDVDVDVDMRMRMRMRMRMRCGCGCGCGCGCGNDNDNDVDVDVDNDNDCGCGCGCGCGCGSFSFSFSFSFSFVDVDVDVDNDMRMRMRMRMRMRNDNDNDVDVDVDVDVDVDNDNDCGCGCGCGCGCGCGCGCGCGCGNDNDNDVDCGCGCGCGCGCGVDVDNDNDVDSFSFSFSFSFSFNDNDNDVDVDVDNDNDNDVDVDVDNDNDNDCSNDNDNDNDNDNDNDNDNDNDCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGRGRGRGRGRGRGRGRGRGRGCSCSCSCSCSCSCSCSCSCSCSCSRGRGRGRGRGCGCGCGCGCGCGCGCSCSCSCSCSCSCGCGCGCGCGCGNDNDNDNDNDNDCGCGCGCGCGCGCGCGCGCGRGCSRGRGRGRGCSCSCSNDCGCGCGCGNDNDCGCGCGCGCSCSRGRGRGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFCSCSCSCSCSCSCSCSCSCSCSCSCSNDCEMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGNDNDNDNDNDNDNDNDNDNDSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSMRRGRGRGRGRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRCGCGCGCGCGCGCGCGNDNDNDNDNDNDCGCGCGCGCGCGCGCSCSCSRGRGRGCGCGCGCGCGCGCGNDNDNDNDNDCGCGCGCGCGCGCGCSCSCSCSCSCSRGRGRGRGCGCGCGCGCGCGCGCGCGCGCSCSCSCSCSCSCSRGRGRGRGCGCGCGCGCGCGNDNDNDNDCGCGCGCGRGRGRGCSCSCSCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDCGCGCGCGCGCGCSCSCSCSRGRGRGCGCGCGNDNDCGCGCGCGCSCSRGRGCGCGCGCGCGCGCSCSCSNDNDNDNDNDCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCSCSCSCSCSCSCSCSCSRGRGRGRGRGRGRGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDNDNDNDCGCGCGCGCGCGNDNDNDNDNDCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDCSCSCSCSCSCSCGCGCGCGCGCGNDNDNDNDNDCSCSCSCSCSCSCSCSCSCSCSCSCSCSNDNDNDNDNDNDNDNDNDNDNDNDNDCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCSCSCSCSCSCSCSCGCGCGCGCG CSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDNDNDCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDNDNDNDNDCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDNDNDNDNDCSCSCSCSCSCSCSCSCSRGSFSFSFCGCGCGCGCGCGCGCGCGRGMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMR CSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGMRMRMRCGNDNDNDCSCSCSCSCSCSNDNDNDCSCSCSSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMR CSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMR CSMRMRMRMRMR MRCSCSCSMRMR DETVDETV DETV DETVPCBUS BAY 1BUS BAY 2BUS BAY 8BUS BAY 7BUS BAY 3BUS BAY 6BUS BAY 4BUS BAY 5CORE FACILITYSECURITYGENERATORHIGH POWER LINE TOWERSEQUIPMENT YARDBUS CHARGING STATIONSREFUSE AND RECYCLING AREA9849REGISTERED ARCHITECTCHAN LAM CHEANGSTATE OF WASHINGTONNDRAWING NO.:FACILITY ID:SHEET No:REV:SCALE:FILENAME:CONTRACT No.:SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:NOT FOR CONSTRUCTIONBIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt4/5/2024 2:40:28 PM1" = 40'-0"BT120S1-BT120-A-v2020RTA/OA 0206-1910/22/202404/12/2024C. CHEANGJ. CHAND. HOGANC. CHEANGSTRIDE BUS RAPID TRANSITSOUTH RENTON TRANSIT CENTERBT105 BT120-ASP20104/12/2024R. PARGASJ. ALTCHECHARCHITECTURESITE PLANTRANSIT CENTER90% SUBMITTALSCALE IN FEET402004080SCALE: 1" = 40'-0"SITE PLANABDKEY PLANPLATFORMGHFECGANTRYEQUIP YARDCOREFACILITYJKN373 APPLICABLE CODES AND STANDARDS2018 IBC (WAC 51-50)2018 IMC (WAC 51-50)2018 UPC (WAC 51-56 & 51-57)2020 NEC (NFPA 70)2018 WASHINGTON STATE ENERGY CODE (WAC 51-51C)REMARKS:1. FIRE EXTINGUISHERS ARE LOCATED PER NFPA102. PORTABLE FIRE EXTINGUISHERS LOCATED AT ANCILLARY SPACES -PROVIDE CARBON DIOXIDE FIRE EXTINGUISHERS AT ALL ELECTRICAL ROOMS.3. INTERIOR FINISH MATERIALS ARE IN COMPLIANCE WITH FLAME SPREAD RATING PER CHAPTER 8 2017FLAME SPREAD RATING FIRE RETARDANT TREATED WOODCLASS AGYP BOARD CLASS AMETAL PANEL CLASS ACONCRETE CLASS ACONCRETE MASONRY UNITSCLASS ACONSTRUCTION TYPE: VB SINGLE OCCUPANCYMINIMUM CONSTRUCTION TYPE PER IBC 2018 & WAC 51-50, SECTION 602, PER TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS)BUILDING ELEMENTS FOR TYPE VB:PRIMARY STRUCTURAL FRAME 0 HR NON-BEARING WALLS AND PARTITION INTERIOR 0 HRFLOOR CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS 0 HRROOF CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS 0 HRTABLE 602, FIRE SEPARATION BY DISTANCEEXTERIOR WALLS TYPE VB, 0 HR, DISTANCE EQUAL OR LARGER THAN 10 FT.FIRE ALARM SYSTEMNOT PROVIDEDBASIC ALLOWABLE HEIGHT AND AREA (TABLE 504 & 506)ALLOWABLE HEIGHT (TABLE 504.3):40 FEETALLOWABLE STORIES (TABLE 504.4):2 STORIESTABLE 504.4 ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE, TYPE V-B CONSTRUCTION (NON SPRINKLERED) OCCUPANCY B:2 STORIESALLOWABLEBUILDINGS: 1 STORYPROPOSEDCODE REVIEWTOTAL ALLOWABLE BUILDING AREA: (506.2)B9,000 SF TYPE VB CONSTRUCTION (NON SPRINKLERED) TOTAL BUILDING AREA:CORE FACILITY 2,651 SFBUILDING DESCRIPTION1. THE TRANSIT CENTER CONSISTS OF CENTER BOARDING PLATFORM THAT ASSIGNS 8 BUS BAYS. BENCHES, WINDSCREENS ARE PROVIDED. (3) CANOPIES ARE PROVIDED FOR WEATHER PROTECTION. THE EAST CANOPY IS DESIGNED TO BE CLEAR FROM OVERHEAD POWER LINE EASEMENT. WINDSCREEN WALLS ARE 8 FT HIGH IN BETWEEN OPEN CANOPY COLUMNS. 2. CORE FACILITY IS COMPOSED OF SECURITY, STORAGE, COMFORT STATIONS, JANITOR ROOMS, LACTATION ROOM, TELECOM ROOM AND ELECTRICAL ROOM. IT IS A STEEL FRAMED STRUCTURE WITH CMU VENEER. INSULATED PER SEATTLE ENERGY CODE.PROPERTY INFORMATIONADDRESS: 780 RAINIER AVENUE SOUTH,RENTON, WA 98055ZONE CODE: PUBLIC TRANSIT CENTERLAND USE CODE: 8862 -MISCELLANEOUS -GOVERNMENT OWNED PROPERTY -TRANSPORTATION - GENERALPARCEL NUMBERS1923059035, 1923059063, 1923059068, 1923059074LEGAL DESCRIPTIONFOR PARCEL No. 1923059035:LOT 2 LESS HWY PER DEED #20110812001717 OF RENTON LLA #LUA-02-025-LLA REC 20020515900009 LOCATED IN NW 1/4 OF NE 1/4FOR PARCEL No. 1923059063:POR OF NW QTR OF NE QTR STR 19-23-05 DAF: BEG AT NE COR SD SEC 19 TH N 89-50-24 W ALG N LN SD NE QTR 2179.38 FT TH S 00-09-36 W AT R/A TO SD N LN 510.35 FT TO TPOB TH CONTG S 00-09-36 W 260.0 FT TO NLY MGN OF BN RR R/W (FORMERLY NP RR R/W) TH N 77-20-05 E ALG SD MGN 414.00 FT TO ORIGINAL C/L OF BONNEVILLE POWER TRANSMISSION LINE R/W TH N 00-29-24 W ALG SD C/L 168.13 FT TO PT FROM WCH TPOB BEARS N 89-50-24 W TH N 89-50-24 W TO TPOB LESS W 0.98 FT THOFFOR PARCEL No. 1923059068:POR OF ABANDONED BN RR R/W (FORMERLY NP RR) LY WLY OF FOLG DESC LN: BEG AT NXN OF ORIGINAL C/L OF BONNEVILLE POWER TRANSMISSION LINE R/W WITH N LN OF NE QTR STR 19-23-05 SD PT BEING 1783.40 FT W OF NE COR SD SEC 19 LESS HWY PER DEED #20110812001717FOR PARCEL No. 1923059074:POR OF PUGET SOUND POWER & LIGHT CO R/W IN NE QTR STR 19-23-05 LY NORTH OF NLY MGN OF S GRADY WAY & WLY OF FOLG DESC LN -BEG AT NXN OF ORIGINAL C/L OF BONNEVILLE POWER TRANSMISSION LINE R/W SD PT BEING 1783.40 FT W OF NE COR SD SEC 19 TH S 00-29-24 W ALG SD C/L TO NLY LN SD S GRADY WAY LESS POR LY WLY OF ELY LN OF RAINIER AVE S (STATE RD NO 167) & LESS POR CONDEMNED BY STATE OF WASHINGTON IN SCC NO 861445 LESS HWY PER DEED #20110812001717OWNERS CONTACT INFORMATIONSOUND TRANSIT401 S. JACKSON STREET, SEATTLE WASHINGTON 98104AUTHORITY HAVING JURISDICTION: CITY OF RENTONZONING AND LAND USEZONING DISTRICT COMMERCIAL ARTERIAL (CA) LAND USE DESIGNATION: MIXED USE (CMU)OVERLAY DISTRICT: URBAN DESIGN DISTRICT DDEVELOPMENT STANDARDS: RENTON MUNICIPAL CODE ( RMC) TITLEIV -DEVELOPMENT REGULATIONSALLOWABLE BLDG HT: 50 FTPROPOSED STRUCTURES: 28 FT (TRANSIT CENTER), 29 FT (GRANTRY),15 FT (CORE FACILITY), AND 14 FT (BEB EQUIPMENT YARD)THE 15 FT INCREASE IS ALLOWED FOR BUILDINGS WITH PITCH ROOF FOR 60% OR MORE OF THE STRUCTURE. GIVEN THE FUNCTION OF THE TRANSIT CENTER AND ITS SUPPORT FACILITIES, THE INTENT IS TO MEET THE CODE REQUIREMENTS THROUGH FACADE DESIGN AND ARTICULATION.CORE FACILITYEQUIPMENT YARDPLATFORM WESTPLATFORM CENTER WESTPLATFORM EASTPLATFORM CENTER EASTGENERATOR PADREFUSE AND RECYCLING AREA9849REGISTERED ARCHITECTCHAN LAM CHEANGSTATE OF WASHINGTONNDRAWING NO.:FACILITY ID:SHEET No: REV:SCALE:FILENAME:CONTRACT No.:SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:NOT FOR CONSTRUCTIONBIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt4/5/2024 2:40:31 PMBT120S1-BT120-A-v2020RTA/OA 0206-1910/22/202404/12/2024C. CHEANGJ. CHAND. HOGANC. CHEANGSTRIDE BUS RAPID TRANSITSOUTH RENTON TRANSIT CENTERBT105 BT120-ASZ20104/12/2024R. PARGASJ. ALTCHECHARCHITECTURELIFE SAFETY PLAN AND CODE INFORMATIONTRANSIT CENTER1" = 30' -0"90% SUBMITTALSCALE: 1" = 30'-0"LIFE SAFETY374 X-#-X-DATUMNAVD '88ALL DIMENSIONS SHOWN IN FEETUNLESS OTHERWISEDESIGNATED.SCALE BAR (SCALE AS NOTED ON SHEET)NAVD 88 DATUM NNORTH ARROWSCALE IN FEET0(CUSTOM)####DETAIL TITLESCALE:#XXELEVATION TITLESCALE:XXXELEVATION TITLESCALE:X-DETAIL TITLESCALE:#-SECTIONSCALE:XXXSECTION TITLESCALE:X-SECTIONDESIGNATION(LETTER)SECTION CUT ON THESAME SHEET ONLYELEVATION CUT ONTHE SAME SHEET ONLYELEVATIONDESIGNATION(LETTER)ELEVATIONDESIGNATION(LETTER)DRAWING NUMBER OFFIRST SHEET WHERE THEELEVATION IS CUT FROMSECTIONDESIGNATION(LETTER)#-SYMBOLSNB 000+00275.2320.12 PROPOSEDELEV OR PGL (T/LR)EXIST ELEVTYPICAL PROFILEELEVATION DATAELEVATIONDESIGNATION(LETTER)DRAWING NUMBER OF SHEETWHERE THE ELEVATION IS SHOWN(DASH IF ON SAME SHEET ONLY)SECTIONDESIGNATION(LETTER)DRAWING NUMBER OF SHEETWHERE THE SECTION IS SHOWN(DASH IF ON SAME SHEET ONLY)DETAILDESIGNATION(NUMBER)DRAWING NUMBER OF SHEETWHERE THE DETAIL IS SHOWN(DASH IF ON SAME SHEET ONLY)DETAILDESIGNATION(NUMBER)DETAILDESIGNATION(NUMBER)DASH IF FROMSAME SHEET ONLYLEGENDNOTE: HATCH PATTERNS AND SYMBOLS MAY BE SHOWN AT DIFFERENT ORIENTATIONS AND/OR OVERLAP ON DRAWINGS.PERMANENT EASEMENTCONCRETE SIDEWALK /CONCRETE PAVEMENTGRAVEL SURFACINGTEMP CONSTRUCTION EASEMENT (TCE) TEMP CONSTRUCTION AIRSPACE LEASE (TCAL)GUIDEWAY EASEMENTOVERLAYFEE ACQUISITIONACCESS EASEMENTREMOVE EXISTINGSTRUCTUREREMOVE CONCRETE PAVEMENTTIEBACK/SOILNAIL EASEMENTHMA PAVEMENTPERMANENT WSDOTAIRSPACE LEASE (ASL)REMOVE BY OTHERSTEMP ENVIRONMENTALMONITORING EASEMENT AREA IMPACTED BY EXISTINGEXCAVATION SUPPORT SYSTEMCONSERVATIONEASEMENTWETLANDTEMPORARY CRANESWING EASEMENTPROPOSED RESOURCECONSERVATION AREADRAWING NUMBER OFFIRST SHEET WHERE THESECTION IS CUT FROMDRAWING NUMBER OFFIRST SHEET WHERE THEDETAIL IS SHOWNREMOVE ASPHALT PAVEMENTEMBANKMENTBALLASTSUBBALLASTPOROUS CONCRETENOT IN CONTRACTEXISTING CONCRETE SIDEWALK /EXISTING CONCRETE PAVEMENTEXISTING WETLANDRSTRIDE BUS RAPID TRANSITSOUTH RENTON TRANSIT CENTERBT105R. PARGAS04/12/2024J. ALTCHECH 4/12/2024GENERALGENERAL SYMOBLS AND LEGEND BT120-GZN006BT120E. GOLLERC. SAXEL. GILBERTR. PARGAS RTA/LR 0206-19NTSNo.DATEDSNCHKAPPREVISIONSUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:CONTRACT No.:FILENAME:SCALE:DRAWING No.:SHEET No.:REV:LINE IS 1" ATFULL SCALE DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:03/22/24 | 1:59 PM | CSAXEC:\PWWORKING\JACOBS_B&I\JEG_EX-SAXEC\D0436120\S1-BT120-GZN006.DWGS1-BT120-GZN006FACILITY ID:NOT FOR CONSTRUCTION 90% SUBMITTALXrefs: xBRT-CUD05-TB22x34 GB-SEAL-JKH53550016 SYMBOLSUNKFACILITY TO ABANDONFACILITY TO REMOVETRAFFIC SIGNAL POLETRAFFIC SIGNAL POLE WITH LUMINAIRECAMERACABLE VAULT\INFORMATIONTECHNOLOGY SERVICESDOUBLE LUMINAIRESTANDPIPE WITH HOSE VALVEWATER METERWATER MANHOLETHRUST BLOCKFIRE HYDRANTFIRE DEPARTMENT CONNECTIONBUTTERFLY VALVE, M.J.GATE VALVEIRRIGATION CONTROL VALVEGAS VALVEELECTRIC VAULTELECTRIC MANHOLEELECTRIC METERUTILITY POLEUTILITY POLE ANCHORUTILITY POLE W/ LIGHTTELEPHONE RISERUTILITY VAULTUNKNOWN VAULTTELEPHONE MANHOLECABLE TV MANHOLEFIBER OPTIC MANHOLETELEPHONE VAULTFIBER OPTIC VAULTCABLE TV VAULTTRAFFIC CABINETSAN. SEWER CLEAN OUTSAN. SEWER MANHOLEWSDOT SYMBOLSVMSCHCVBPBTVMS/LED CABINETVARIABLE MESSAGE SIGNADVANCED WARNING SIGNCCTV CONTROLLER CABINETCOMMUNICATIONS HUBITS CABLE VAULTINDUCTION LOOP VEHICLE DETECTOR (TYPE R1)TRAFFIC CONTROLL GATETYPE 1 JUNCTION BOXTYPE 3 JUNCTION BOXNEMA 4X JUNCTION BOXTYPE 6 JUNCTION BOX NEMA 7 JUNCTION BOXJUNCTION BOX TYPE AJUNCTION BOX TYPE BELECTRIC SERVICE SERVICE CABINET (SUA)MOTORIST AID TELEPHONELIGHT STANDARD, 2-ARM, METALLIGHT STANDARD, SINGLE ARM, METALHIGH MAST LIGHT STANDARD, 4 ARMS, METALHIGH MAST LIGHT STANDARD, 3 ARMS, METALITS PULL BOXELECTRONIC SIGNTRANSFORMER CABINETUNDERDECK LUMINAIREHARS CONTROLLER CABINETGUY POLE W/ ANCHOR TYPE 2 INDUCTION LOOP VEHICLE DETECTOROVERHEAD CHANGEABLE MESSAGE SIGN (CMS)TYPE 2 JUNCTION BOXTYPE 1 SIGNAL STANDARD WITH SIGNAL HEADSCCTV CAMERATYPE 2 SIGNAL POLE WITH 2 SIGNALSORFOOEOEECOCOETOETCEFOOECOEFOTCTCOETFOCABLE TV UNDERGROUNDCABLE TV OVERHEADELECTRIC UNDERGROUNDELECTRIC/FIBER OPTIC UNDERGROUNDELECTRIC OVERHEADELECTRIC/CABLE TV OVERHEADELECTRIC/TELEPHONE OVERHEADELECTRIC/TELEPHONE/CABLE OVERHEADELECTRIC/FIBER OPTIC OVERHEADFIBER OPTICTELEPHONE/CABLE/FIBER OPTICTELEPHONE/CABLE TVETETELECTRIC/TELEPHONEGGASWSDOTOTTUDSSUTILITY LINESANITARY SEWERSTORM DRAINTELEPHONETELEPHONE OVERHEADWATERTELEPHONE/FIBER OPTIC DUCT BANKWATERSTORM DRAINSANITARY SEWERELECTRIC DUCT BANK24" W 24" SD24" ECONCRETE CULVERT24" CC24" GGASTELEPHONE DUCT BANKT (2' W X 2' D DB)T&FO (2' W X 2' D DB)24" SSPEDESTRIAN SIGNAL HEADSIGNAL CONTROLLER CABINETSERVICE CABINETCOUPLINGAIR RELEASE VALVEPROPOSEDWOROREFOOECOEFOTCTCFOEXISTINGE (2'W X 2'D DB)24" SS24" SD24" WT&FO (2'W X 2'D DB)OCCEOEFOGTOTSDW24" GOET24" CCOECT (2'W X 2'D DB)ETSSXFENCEXXCFXXXSAW CUTMAJOR CONTOURTOP OF CUTMINOR CONTOURGUARD RAILTOE OF FILLCONTRACTOR WORKING LIMITSCLEARING AND GRUBBING LIMITSCONCRETE BARRIERXXXEXISTINGPROPOSEDEXISTINGPROPOSEDSTORM DRAIN CASINGCONSTRUCTION FENCEGRADE LINETYPE 1, PS, OR PEDESTRIANPUSHBUTTON POLEMODIFIED TYPE 2 INDUCTION LOOPVEHICLE DETECTORCONTROLLER CABINET(RAMP METER OR DATA STATION)EXISTINGPROPOSEDWALL RAILINGOCS POLE FOUNDATIONOCS DOWN GUY FOUNDATIONUNDERDRAINUDIMPACT AREA LIMITUNDERGROUND UTILITIES W/ A DIAMETER OR WIDTH 24" & GREATERACOUSTIC PANELSNOISE WALLSAPAPNW^^^GUY WIRE///////////////)()(||lll NWNWUTILITY SETTLEMENT POINTSURFACE SETTLEMENT POINTUSPSSPDITCH LINEESTIMATED STREAMESMECHANICAL FIRE PIPEDSPCVITSWICVICVEVEVEEEMEMUTUTTCFOFOCTTFOFOCCTCBTCBCOCOJUNCTION BOX TYPE IRAILROAD CROSSING GATETCBTCBSTORM DRAIN CULVERTSTORM DRAIN CLEAN OUTROCK PROTECTION OUTFALLSTORM DRAIN CATCH BASINSTORM FACILITY ACCESS LIDCOSTORM DRAIN GRATE INLETMAINTENANCE HOLESTORM TRENCH DRAINSTORM AERIAL DRAINSTORM DOWNSPOUTCURB CUT INLET>BALLAST WALLRETAINING WALL ALIGNMENT(REVERSIBLE CUT/FILL)(((FDC CONNECTIONMONITORING WELLOHWM Axx Axx/////////////////////////////MISCELLANEOUS LINETYPESLANDSCAPE PROTECTION FENCINGNo.ST ROW NUMBERPARCEL NUMBER(TAX ACCOUNT NO.)No.SURVEY MONUMENTTREEINVENTORYNUMBERR/W NO.12344John DoeMISCELLANEOUS SYMBOLSWCLWCL/////////BUILDING OUTLINE/////////STMBSTMBCOS INLETPIPE LABEL FLOW ARROW<////////////////////PERMANENT EASEMENT LINETEMPORARY EASEMENT LINEPROPOSED RIGHT-OF-WAY/PROPERTY LINELIGHT RAIL TRANSIT WAYFUTURE NOT-IN-CONTRACTEXISTING RIGHT-OF-WAY LINEEXISTING PROPERTY/LOT LINESECTION LINEEXISTING CENTERLINEEXISTING EASEMENT LINEWSDOT LIMITED ACCESS LINEEXISTING ORDINARY HIGH WATER MARKEXISTING WETLAND BOUNDARYEXISTING WETLAND BUFFERWSDOT COMPATIBILITY LINESTREAM BUFFERSTORM DRAIN - PIPE CASINGSTORM DRAIN - PROPOSED CROSSINGSTORM DRAIN - DITCH TOE BOUNDSSTORM DRAIN - DITCH CLABANDON UTILITYREMOVE UTILITYSTRIDE BUS RAPID TRANSITSOUTH RENTON TRANSIT CENTERBT105R. PARGAS04/12/2024J. ALTCHECH4/12/2024GENERALGENERAL SYMOBLS AND LEGEND BT120-GZN007BT120E. GOLLERC. SAXEL. GILBERTR. PARGAS RTA/LR 0206-19NTSNo.DATEDSNCHKAPPREVISIONSUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:CONTRACT No.:FILENAME:SCALE:DRAWING No.:SHEET No.:REV:LINE IS 1" ATFULL SCALE DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:03/22/24 | 1:59 PM | CSAXEC:\PWWORKING\JACOBS_B&I\JEG_EX-SAXEC\D0436120\S1-BT120-GZN007.DWGS1-BT120-GZN007FACILITY ID:NOT FOR CONSTRUCTION 90% SUBMITTALXrefs: xBRT-CUD05-TB22x34 GB-SEAL-JKH53550017 XXXXXXXXXXXCOWFOCOFOFOTWWWXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX//////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////SLSL EEEESSSSSSSSSSSDWSDOT FOFOVLT3'11"DP6'4" DP6'3" DP6'7" DPCO6'11"8'11"3'1"2'11"3'3"///27.1327.4727.9427.6626.6026.6526.4726.3626.2026.3527.6427.4527.4427.7827.5028.3126.6426.5827.3026.2024252627 252526272627282729282726272827LAKE AVE SS GRADY WAYRAINIER AVE S HARDIE AVE SWSCALE IN FEET040208040(1" = 40')N01/10/24 | 2:58 PM | LREDMANC:\PWWORKING\JACOBS_B&I\JEG_EX-REDMANL\D0512859\TOPOMAP.DWGTOPOGRAPHY MAPSTRIDE BUS RAPID TRANSITSOUTH RENTON TRANSIT CENTER EX 3.0'MEDIANEX 12.0'THRU LANE EX 11.0'THRU LANE EX 13.2'THRU LANE EX 0.5'CURBEX 5.0'PLANTER EX 8.0'SIDEWALKEX 0-13.0'LEFT TURN LANEEX 11.0'THRU LANEEX 11.0'THRU LANEEX 11.0'THRU LANEEX 12.0'RIGHT TURN LANEEX 5.0'PLANTEREX 8.0'SIDEWALK EX 0.5'CURBEX.PEDESTRIANRAILINGEX.VERTICALWALLEX.PARKINGLOT CL EX ROADWAYSURFACE VARIESSIDEWALK1.5%35STA 204+45.71 - STA 205+44.24R/W STA 200+46.37 TO STA 201+33.616.5'VARIES VARIES2191414138.50' - 175.70'R/W R/WEX 3.1' -17.0'MEDIAN & PLANTEREX 12.0'THRU LANE EX 11.0'THRU LANE EX 13.7'THRU LANE12.3' - 11.1'THRU LANE 11.0'THRU LANE 13.0'THRU LANEEX VARIESSIDEWALK 0.5'CURB 0' - 12.5'LEFT TURNLANECL14 8.0'SIDEWALK1.5%35STA. 206+05.47 TO STA 206+28.07219 EX 4.0'PLANTER 12.0'THRU LANE 11.0'THRU LANE 13.7'THRU LANER/W 138.50' - 175.70'R/W R/W661.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.2.SEE SHEETS BT120-RPP101-107 AND BT120-RPP201-205 FORRIGHT-OF-WAY PLANS.3.SEE SHEETS BT120-CAP101-107 AND BT120-CAP201-205 FOR ALIGNMENT PLANS. 4.SEE SHEETS BT120-CSP101-107 AND BT120-CSP201-205 FOR SITE PREPARATION PLANS. 5.SEE SHEETS BT120-CPP101-107 AND BT120-CPP201-205 FOR PAVING PLANS. GENERAL NOTES 10" HMA CL. 1/2" PG 58H-22CEMENT CONCRETE SIDEWALK PER CITY OFRENTON STD. PLAN -- 1024" CRUSHED SURFACING TOP COURSE CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD. PLAN -- 101 2" HMA GRIND AND OVERLAY 10" CRUSHED SURFACING BASE COURSE CONSTRUCTION NOTES235 14 19 6 HMACRUSHED SURFACING TOP COURSECEMENT CONCRETE PAVEMENT PLANTER STRIP CRUSHED SURFACING BASE COURSE HMA GRIND AND OVERLAY STABILIZED BASE LAYER LEGEND 12.0'THRU LANE 11.0'THRU LANE 13.7'THRU LANE12.3' - 11.1'THRU LANE 11.0'THRU LANE 13.0'THRU LANEVARIESSIDEWALK 0.5' CURB 0' - 12.5'LEFT TURNLANECL1.5%3 5 25 272527 3.0'VALLEYGUTTER175.70' - 126.42'R/W R/WR/W 6 26 26 RAINIER AVE S 13.5" CEMENT CONCRETE PAVEMENT4.2" CRUSHED SURFACING BASE COURSE4.2" STABILIZED BASE LAYER252627 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 04/12/2024 J. ALTCHECH 10/22/2024 4/12/2024 CIVIL TYPICAL SECTIONS RAINIER AVE S BT120-CRY101 BT120 L. REDMAN Y. SHEN L. GILBERT L. REDMAN RTA/LR 0206-19 NTS RAINIER AVE S TYPICAL SECTIONRAINIER STA 200+00.00 - 205+44.53RAINIER AVE S TYPICAL SECTIONRAINIER STA 205+44.53 - STA 206+28.07 No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY:03/21/24 | 1:26 PM | YSHENC:\PWWORKING\JACOBS_B&I\JEG_EX-SHENY\D0436120\S1-BT120-CRY101-105.DWGS1-BT120-CRY101-105 FACILITY ID: NOT FOR CONSTRUCTION 90% SUBMITTAL Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CRY001 GB-SEAL-JKH53550 RAINIER AVE S TYPICAL SECTIONRAINIER STA 206+28.07 - STA 207+76.56 044 11.9'THRU LANE 11.0' -12.5''THRU LANE 13.2'BAT LANE 0.5'CURBVARIESSIDEWALK1.5%3EX 11.1' - 12.3'THRU LANEEX 11.0'THRU LANEEX 13.0'TURN LANE 56 0' - 13.0'LEFT TURN LANEMATCH EX13.0' - 0'BUS ONLY LANE EX 0.5'CURB9.5' - 0' - 17.0'MEDIAN & LSCPEX 8.0'SIDEWALK EX 0.5'CURBEX 5.0'PLANTER 19 10 17 STA 207+97.93 TO STA 210+85.35EX 0.5'CURBEX 8.0'SIDEWALKCL0.5'CURB 8 2 EX 11.9'THRU LANE EX 11.0' -12.5''THRU LANE EX 13.2'BAT LANEEX 0' - 13.0'LEFT TURN LANEEX 0.5'CURB EXROADWAYSURFACE1719R/W 123.06' - 128.10'R/W R/W24.0'TURN LANE 0.5'CURB 15.0' TO 25.0'SIDEWALK0' - 15.0'SIDEWALK35EXPLANTER1.5%2.0%14HARDIE CL 1.5%35 EXPLANTER2.0%0.5'CURB0.5'CURB HARDIE STA 308+79.37 - STA 309+21.25EX 8.0'SIDEWALK EX 7.5'PLANTER20160' - 10.0'6660.0' - 71.4'MEDIAN PLANTER20161424.0' TO 26.1'THRU LANE 0' - 11.3'6 0.5'CURB 8R/W 72.00' - 224.9'R/W R/W1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.2.SEE SHEETS BT120-RPP101-107 AND BT120-RPP201-205 FORRIGHT-OF-WAY PLANS.3.SEE SHEETS BT120-CAP101-107 AND BT120-CAP201-205 FOR ALIGNMENT PLANS. 4.SEE SHEETS BT120-CSP101-107 AND BT120-CSP201-205 FOR SITE PREPARATION PLANS. 5.SEE SHEETS BT120-CPP101-107 AND BT120-CPP201-205 FOR PAVING PLANS. GENERAL NOTES 10" HMA CL. 1/2" PG 58H-22CEMENT CONCRETE SIDEWALK PER CITY OFRENTON STD. PLAN -- 1024" CRUSHED SURFACING TOP COURSE CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD. PLAN -- 101 TOPSOIL TYPE A (SEE SPECIFICATIONS) 10" CEMENT CONCRETE PAVEMENT CONSTRUCTION NOTES235 6 8 10 HMACRUSHED SURFACING TOP COURSECEMENT CONCRETE PAVEMENT PLANTER STRIP CRUSHED SURFACING BASE COURSE HMA GRIND AND OVERLAY STABILIZED BASE LAYER LEGEND 2" HMA GRIND AND OVERLAY8" HMA CL. 1/2" PG 58H-22CEMENT CONCRETE TRAFFIC CURB PER CITY OFRENTON STD. PLAN -- 101 10" CRUSHED SURFACING BASE COURSE 12" CRUSHED SURFACING BASE COURSE 161417 20 19 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 04/12/2024 J. ALTCHECH 10/22/2024 4/12/2024 CIVIL TYPICAL SECTIONS RAINIER AVE S AND HARDIE AVE SW BT120-CRY102 BT120 L. REDMAN Y. SHEN L. GILBERT L. REDMAN RTA/LR 0206-19 NTS No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY:03/21/24 | 1:26 PM | YSHENC:\PWWORKING\JACOBS_B&I\JEG_EX-SHENY\D0436120\S1-BT120-CRY101-105.DWGS1-BT120-CRY101-105 FACILITY ID: NOT FOR CONSTRUCTION 90% SUBMITTAL Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CRY001 GB-SEAL-JKH53550 RAINIER AVE S TYPICAL SECTIONRAINIER STA 207+76.56 - STA 210+85.35HARDIE AVE SW TYPICAL SECTIONHARDIE STA 308+79.37 - 309+57.64 045 15.0'BUS LANE0.5'CURBVARIES6.7' - 11.4'PLANTER12.0'MULTI-PURPOSE PATH 15.0'BUS LANE 0.5'CURB 35.0'BUS PLATFORM 0.5'CURB 15.0'BUS LANE VARIES BUS PARKING LOT2181859112491.5%2.0%2.0%1.0%2.0%2.0%2.0%24 9 15.0'BUS LANE 1.5%CL N TC CL STCEX.PARKINGLOT 21537.5' - 41.6'R/WR/W 7 21 5N TC STA 514+02.00 - STA 517+69.63 0.5'CURB VARIESSIDEWALK351.5%0.5'CURB 2.0%VARIES CARPARKING LOT1111131280' - 13.2'PLANTER0'-0.5'CURBN TC STA 516+90.14 - STA 517+69.637N TC STA 510+74.64 - STA 512+46.75N TC STA 512+87.62 - STA 513+71.33SLOPE VARIES N TC STA 513+71.33 - STA 514+02.000.3% - 0.5%7 70.3% - 0.5%VARIES BUS PARKING LOTVARIES222392411110'-0.5'CURB9 2415.0'BUS LANE 15.0'BUS LANE 0.5'CURB VARIESSIDEWALK3524936.0'CONCRETE PAVEMENT15.0'BUS LANE0.5'CURBVARIES6.9' - 8.0'PLANTER12.0'MULTI-PURPOSE PATH 15.0'BUS LANE81891.5%2.0%2.0%2.0%0.1% - 1.5%2.0%2.0%1.5%CL NTC CL STC 0.5'CURB 2.0%40.7' - 41.4'R/WR/W VARIES CAR PARKING LOT11249111113120.1% - 1.5%N TC STA 517+69.66 - STA 518+04.668VARIESPLANTER0.5'CURB 1.5%EX.PARKINGLOT22231.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.2.SEE SHEETS BT120-RPP101-107 AND BT120-RPP201-205 FORRIGHT-OF-WAY PLANS.3.SEE SHEETS BT120-CAP101-107 AND BT120-CAP201-205 FOR ALIGNMENT PLANS. 4.SEE SHEETS BT120-CSP101-107 AND BT120-CSP201-205 FOR SITE PREPARATION PLANS. 5.SEE SHEETS BT120-CPP101-107 AND BT120-CPP201-205 FOR PAVING PLANS. GENERAL NOTES CEMENT CONCRETE SIDEWALK PER CITY OFRENTON STD. PLAN -- 102. SEE HARDSCAPE PLAN.4" CRUSHED SURFACING TOP COURSE9" CEMENT DOWELED CURB PER DETAIL ON SHEET BT120-CRD119 TOPSOIL TYPE A (SEE SPECIFICATIONS) 6" CRUSHED SURFACING BASE COURSE INTEGRAL DOWELED CURB PER KCM STD PLAN D109 CONSTRUCTION NOTES357 8 9 11 HMACRUSHED SURFACING TOP COURSECEMENT CONCRETE PAVEMENT PLANTER STRIP CRUSHED SURFACING BASE COURSE HMA GRIND AND OVERLAY STABILIZED BASE LAYER LEGEND PLAN D1095" HMA CL. 1/2" PG 58H-228" CRUSHED SURFACING BASE COURSE4" HMA CL. 1/2" PG 58H-22 6" BUS PLATFORM PER STRUCTURAL DETAILS RETAINING WALL PER STRUCTRAL DETAILS 131218 22 21 TRANSIT CENTER FENCE PER DETAIL ON SHEETSBT120-CRD122-12412.5" CEMENT CONCRETE PAVEMENT2324 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 04/12/2024 J. ALTCHECH 10/22/2024 4/12/2024 CIVIL TYPICAL SECTIONS S RENTON TRANSIT CENTER BT120-CRY103 BT120 L. REDMAN Y. SHEN L. GILBERT L. REDMAN RTA/LR 0206-19 NTS No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY:03/21/24 | 1:26 PM | YSHENC:\PWWORKING\JACOBS_B&I\JEG_EX-SHENY\D0436120\S1-BT120-CRY101-105.DWGS1-BT120-CRY101-105 FACILITY ID: NOT FOR CONSTRUCTION 90% SUBMITTAL Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CRY001 GB-SEAL-JKH53550 TRANSIT CENTER - PLATFORM TYPICAL SECTIONTRANSIT CENTER - NO PLATFORM - TYPICAL SECTIONN TC STA 512+46.75 - STA 512+87.62N TC STA 517+69.63 - STA 518+04.66N TC STA 510+74.64 - STA 512+46.75N TC STA 512+87.62 - STA 517+69.63 046 EX 11.0'THRU LANE EX 11.0'THRU LANEEX 0.5'CURB EX 5.0'SIDEWALK EXPLANTEREX 0' -11.0'TURN LANEEX 0' - 11.0TURN LANE'EX 0' - 4.0'GORE11.0'THRU LANE11.0'THRU LANE0.5'CURB0'-10.0'PLANTER16.0'SHARED-USE PATH18 89 416MATCH EX1.5%CL8.0'PLANTER MATCH EXVARIES1.5%8 EXROADWAYSURFACESAWCUTR/W R/W50.0' R/W 50.0' R/WEX 12.0'THRU LANE EX 11.0'THRU LANE EX 0' - 12.0'TURN LANEEX 0.5'CURBEX 4.0'PLANTER EX 5.0'SIDEWALKEX 0' - 6.2'TURN LANEEX 1.0'CURB11.0'THRU LANE0.5'CURB 426MATCH EX CL16.0'SHARED-USE PATH 18 891.5%1.5%8.0'PLANTER 10.0'PLANTER1.5%MATCH EX8 EXROADWAYSURFACESAWCUTVARIESTHRU LANER/W R/W50.0' R/W 50.0' R/WVARIES1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.2.SEE SHEETS BT120-RPP101-107 AND BT120-RPP201-205 FORRIGHT-OF-WAY PLANS.3.SEE SHEETS BT120-CAP101-107 AND BT120-CAP201-205 FOR ALIGNMENT PLANS. 4.SEE SHEETS BT120-CSP101-107 AND BT120-CSP201-205 FOR SITE PREPARATION PLANS. 5.SEE SHEETS BT120-CPP101-107 AND BT120-CPP201-205 FOR PAVING PLANS. GENERAL NOTES 10.5" CEMENT CONCRETE PAVEMENT10" HMA CL. 1/2" PG 58H-229" CRUSHED SURFACING BASE COURSE CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD. PLAN -- 101 TOPSOIL TYPE A (SEE SPECIFICATIONS) 6" CRUSHED SURFACING BASE COURSE CONSTRUCTION NOTES124 6 8 9 HMACRUSHED SURFACING TOP COURSECEMENT CONCRETE PAVEMENT PLANTER STRIP CRUSHED SURFACING BASE COURSE HMA GRIND AND OVERLAY STABILIZED BASE LAYER LEGEND 4" HMA CL. 1/2" PG 58H-2218 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 04/12/2024 J. ALTCHECH 10/22/2024 4/12/2024 CIVIL TYPICAL SECTIONS GRADY WAY BT120-CRY104 BT120 L. REDMAN Y. SHEN L. GILBERT L. REDMAN RTA/LR 0206-19 NTS No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY:03/21/24 | 1:26 PM | YSHENC:\PWWORKING\JACOBS_B&I\JEG_EX-SHENY\D0436120\S1-BT120-CRY101-105.DWGS1-BT120-CRY101-105 FACILITY ID: NOT FOR CONSTRUCTION 90% SUBMITTAL Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CRY001 GB-SEAL-JKH53550 S GRADY WAY TYPICAL SECTIONGRADY STA 150+91.42 - STA 155+86.55S GRADY WAY TYPICAL SECTIONGRADY STA 155+86.55 - STA 158+34.08 047 0.0' - 18.2'THRU LANE15.0' - 18.0'THRU LANE0.5'CURB8.0'SIDEWALK 8.0'PLANTER385 2 191312VARIESRAINIER AND LAKE DRIVEWAY 2.0%2.0%1.5%1.5%VARIES 6 CLLAKE STA 401+63.00 TO STA 402+15.003.0%EX GROUND38.0' - 42.8'R/WR/W EX CURB 15.0' - 28.2 'THRU LANEVARIESTRANSIT CENTER 14.5'THRU LANE 0.5'CURBEX VARIESSIDEWALK2492.0%VARIES CLMATCH TRANSIT CENTER 2492.0%LAKE STA 404+06.93 TO STA 404+31.66 0.5'CURB6619214.8' - 18.4'THRU LANE16.7' - 22.6'THRU LANE0.5'CURB21.0' - 30.5'THRU LANE0.5'CURB8.0'SIDEWALK35 26 6191.5%2.0%2.0%CL4H:1V 4H:1VEX GROUND 38.1' - 78.8'R/WR/W 82.0%3.0'PLANTER LAKE STA 404+91.15 TO STA 405+04.1214 12.0'THRU LANE12.0'THRU LANE 0.5'CURB0.5'CURBVARIES PLANTER VARIES PLANTER868613122.0%2.0%1.5%1.5% - 2.5%CL 1312 1.3%VARIES TURNAROUNDRAILAKDW STA 718+27.00 TO STA 719+02.1935VARIES0.5'CURBVARIES SIDEWALKRAILAKDW STA 716+00.00 TO STA 717+02.651.5%924VARIES PARKING LOTRAILAKDW STA 717+02.65 TO STA 717+28.451.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.2.SEE SHEETS BT120-RPP101-107 AND BT120-RPP201-205 FORRIGHT-OF-WAY PLANS.3.SEE SHEETS BT120-CAP101-107 AND BT120-CAP201-205 FOR ALIGNMENT PLANS. 4.SEE SHEETS BT120-CSP101-107 AND BT120-CSP201-205 FOR SITE PREPARATION PLANS. 5.SEE SHEETS BT120-CPP101-107 AND BT120-CPP201-205 FOR PAVING PLANS. GENERAL NOTES 10" HMA CL. 1/2" PG 58H-22CEMENT CONCRETE SIDEWALK PER CITY OFRENTON STD. PLAN -- 1024" CRUSHED SURFACING TOP COURSE CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD. PLAN -- 101 TOPSOIL TYPE A (SEE SPECIFICATIONS) 6" CRUSHED SURFACING BASE COURSE CONSTRUCTION NOTES235 6 8 9 HMACRUSHED SURFACING TOP COURSECEMENT CONCRETE PAVEMENT PLANTER STRIP CRUSHED SURFACING BASE COURSE HMA GRIND AND OVERLAY STABILIZED BASE LAYER LEGEND 5" HMA CL. 1/2" PG 58H-228" CRUSHED SURFACING BASE COURSE2" HMA GRIND AND OVERLAY 10" CRUSHED SURFACING BASE COURSE 12.5" CEMENT CONCRETE PAVEMENT 131214 19 24 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 04/12/2024 J. ALTCHECH 10/22/2024 4/12/2024 CIVIL TYPICAL SECTIONS LAKE AVE S AND RAINIER AND LAKE DRIVEWAY BT120-CRY105 BT120 L. REDMAN Y. SHEN L. GILBERT L. REDMAN RTA/LR 0206-19 NTS No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY:03/26/24 | 1:51 PM | YSHENC:\PWWORKING\JACOBS_B&I\JEG_EX-SHENY\D0436120\S1-BT120-CRY101-105.DWGS1-BT120-CRY101-105 FACILITY ID: NOT FOR CONSTRUCTION 90% SUBMITTAL Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CRY001 GB-SEAL-JKH53550 LAKE AVE S TYPICAL SECTIONLAKE STA 400+06.45 - STA 402+78.45 LAKE AVE S TYPICAL SECTIONLAKE STA 402+78.45 - STA 404+31.66LAKE AVE S TYPICAL SECTIONLAKE STA 404+31.66 - STA 405+04.12 GRADY, RAINIER AND LAKE DRIVEWAYS - TYPICAL SECTIONRAILAKDW STA 716+00.00 - STA 722+12.25 048 EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN NOTES:1.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING SHALLBE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS CITY, AND THE APPLICANT'S CONTRACTOR.2.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY(ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THEAPPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGYASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT.3.THE ESC PLAN SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THATSHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST-PROJECT CLEANUP IN ORDER TOFULFILL PROJECT ESC REQUIREMENTS.4.THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OFVEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLYDELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OFRENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION.DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BEPERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THEDURATION OF CONSTRUCTION.5.STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION ANDMAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEELWASH SYSTEMS OR WASH PAD, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEANAND TRACK-OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IFSEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY,OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERINGWATERS OF THE STATE.6.WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF-SITE OR IN DESIGNATED CONCRETEWASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND, OR TO STORM DRAINSOR OPEN DITCHES. ON-SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATEDCONCRETE WASHOUT AREAS.7.ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/ORCONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMSAND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTILSUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON-SITE EROSIONHAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SITE HASBEEN STABILIZED TO ENSURE POTENTIAL FOR ON-SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION,MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITYOF THE APPLICANT.8.ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALLBE DISPOSED OF PROPERLY.9.THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEETANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONALCONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TOENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OFCONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE APPLICANT TO ADDRESS ANYNEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVERAND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES ANDWATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM.10.APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGEDESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR STORMWATER FACILITIES.11.ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BESUBMITTED TO THE CITY FOR REVIEW AND APPROVAL.12.ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FORTWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THEDRY SEASON (MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THEAPPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCEWITH APPENDIX D OF THE RENTON SWDM.13.WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL30TH, UNLESS OTHERWISE APPROVED BY THE CITY.14.ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BEADDRESSED WITHIN SEVEN (7) DAYS.15.THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTHOR WITHIN 24 HOURS FOLLOWING A STORM EVENT. INSPECTION AND MAINTENANCE SHALL OCCUR MOREFREQUENTLY AS REQUIRED BY THE CITY. 16.BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. 17.AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE CATCH BASIN SUMP. ALLCATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATIONSHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM.18.ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BEMODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THETEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE,THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEASTTHREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY.19.AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR ON-SITE BMPS(AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLY FENCED ANDPROTECTED USING BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION.20.PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1ST), ALL DISTURBED AREAS SHALL BEINSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTERRAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WETSEASON. AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAINUNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW.21.PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENTSEDIMENT-LADEN WATER FROM LEAVING THE PROJECT SITE, ALL ESC BMPS SHALL BE REMOVED, ANDSTORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON-SITE BMPS SHALL BE RESTORED TO THEIR FULLYFUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OROTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDEDAND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL.MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST.22.NOT USED.23.THE CONTRACTOR SHALL EMPLOY DUST CONTROL MEASURES AS NEEDED TO PREVENT SURFACE AND AIRMOVEMENT OF DUST FROM EXPOSED SOIL SURFACES.24.SOIL STOCKPILES SHALL BE STABILIZED FROM EROSION, PROTECTED WITH SEDIMENT TRAPPING MEASURES,AND WHERE POSSIBLE, LOCATED AWAY FROM STORM DRAIN INLETS.25.THE CONTRACTOR SHALL MAINTAIN A SWPPP DOCUMENT ON-SITE AND KEEP IT UPDATED AS CONSTRUCTIONPROGRESSES.SEQUENCE OF CONSTRUCTIONTHE TYPICAL CONSTRUCTION SEQUENCE SHALL BE AS FOLLOWS:A.CONDUCT PRE-CONSTRUCTION MEETING.B.POST SIGN WITH NAME AND PHONE NUMBER OF TESC SUPERVISOR.C.INSTALL PERIMETER PROTECTION (SILT FENCE, ETC.)D.INSTALL CATCH BASIN INLET PROTECTION.E.CLEAR AND GRUB THE SITE.F.MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH PLANS AND MANUFACTURER'SRECOMMENDATIONS.G.INSTALL NEW STORM DRAIN.H.EXCAVATE COMPOST AMENDED BIOSWALE.I.INSTALL COMPOST AMENDED SOILJ.INSTALL COMPOST BLANKET.K.RESTORE ROADWAY AND SIDEWALKS.L.INSTALL IRRIGATION SYSTEM.M.INSTALL PLANTSK.RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONSCHANGE, THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY ECOLOGYTESC MINIMUM REQUIREMENTS.L.STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN 7 DAYS.M.SEED, SOD AND STABILIZE ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS.N.UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BESTMANAGEMENT PRACTICES BE APPLIED TO REMOVAL OF CONTROLS IF APPROPRIATE. STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 04/12/2024 J. ALTCHECH 10/22/2024 4/12/2024 CIVIL STANDARD TESC NOTES---- BT120-CTN101 BT120 J. YUEN S.GOGIA R. PARISH L. THOMSEN -------- ------------------------ ------------------------ ------------------------ ------------------------ ------------------------ ------------------------ ------------------------ RTA/LR 0206-19 NO SCALE No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY:03/22/24 | 12:46 PM | SAKSHIGC:\PWWORKING\JACOBS_B&I\SAKSHIG@OSBORNCONSULTING.COM\D0436120\S1-BT120-CTN101.DWGS1-BT120-CTN101 FACILITY ID: NOT FOR CONSTRUCTION 90% SUBMITTAL Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CTN101 GB-SEAL-JY35420 OSBORNCONSULTINGINCORPORATED 049 GENERAL NOTES:1.CONTRACTOR SHALL MAINTAIN AND ADJUSTTEMPORARY EROSION AND SEDIMENT CONTROL(TESC), AS NEEDED.2.PROTECT EXISTING TREES AND SHRUBS UNLESSNOTED FOR REMOVAL. FOR SITE PREPARATIONPLANS, SEE DRAWINGS BT120-CSP101-106, ANDBT120-CSP201-205.3.PROTECT EXISTING DRAINAGE STRUCTURES SUCHAS CATCH BASINS, MANHOLES AND PIPES UNLESSNOTED FOR REMOVAL. SEE DRAWINGSBT120-CSP101-106, AND BT120-CSP201-205.4.FOR DRAINAGE PLANS, SEE DRAWINGSBT120-CDP101-106, AND BT120-CDP201-205.5.FOR ADDITIONAL INLET PROTECTION, A SANDBAGBARRIER SHALL BE PLACED UPSTREAM OF CATCHBASIN PER CITY OF RENTON STANDARD PLAN216.50.6.CLEARING LIMITS IN LANDSCAPING AREAS WITHINTHE PROJECT LIMITS SHALL BE DELINEATED WITH SILT FENCE INSTALLED AT A 2-FOOT OFFSET FROM THE INSIDE OF THE CHAIN LINK FENCE EXCEPT AT DRIVEWAY AND SIDEWALK LOCATIONS.. 7.AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. INLET PROTECTIONSILT FENCECOMPOST SOCKCONSTRUCTION FENCELEGEND:SFSF STABILIZED CONSTRUCTION ENTRANCECONCRETE WASHOUT AREAKEY NOTES: 1 INSTALL INLET PROTECTION WITH DANDY CURB SACK ORAPPROVED EQUAL. SEE DRAWING BT120-CTD102 FOR DETAILS.CONSTRUCTION PHASES:PHASE 1COMPLETE ALL DEMOLITION AND CONSTRUCTION ALONG RAINIER AVE S INCLUDE THE FOLLOWING:·RAINIER AVE S/HARDIE AVE SW INTERSECTION IMPROVEMENTS.·SOUTHBOUND LEFT-TURN LANE AT RAINIER AVE S/HARDIE AVE SW INTERSECTION.PHASE 2COMPLETE ALL DEMOLITION AND CONSTRUCTION ALONG NORTH SIDE OF S GRADY WAY INCLUDE THEFOLLOWING:·ROADWAY ( TWO WESTBOUND LANES) AND DRAINAGE IMPROVEMENTS.·SIDEWALK AND LANDSCAPE AREA.PHASE 3COMPLETE ALL DEMOLITION AND CONSTRUCTION WITHIN THE LAKE AVE S INCLUDE THE FOLLOWING:·TRANSIT CENTER EAST ENTRANCE/EXIT CONNECTION TO LAKE AVE S.·ROADWAY AND DRAINAGE IMPROVEMENTS.·SIDEWALK AND LANDSCAPE AREA.CONCURRENT TO CONSTRUCTION PHASESCOMPLETE ALL DEMOLITION AND CONSTRUCTION WITHIN THE PROJECT SITE INCLUDE THE FOLLOWING: ·SRTC ZONE A - TRANSIT CENTER. ·SRTC ZONE B - BUS LAYOVER AREA. ·SRTC ZONE C - INTERNAL ACCESSES, SIDEWALK, BIORETENTION SWALE AND LANDSCAPE AREA. ·SURFACE PARKING AREA.HSSMH36"Ø CONCRIM=27.97IE 8" VC NE=14.5IE 8" CONC S=13.9CB2.3' X 2.0' CONCRIM=25.66IE 12" DI W=22.2WAT=22.2 BOT=20.8INLETRIM=25.37CB2.1' X 1.9' CONCRIM=26.61IE 12" DI SE=22.7IE 12" DI W=22.7WAT=22.6 BOT=19.8INLETRIM=26.88SDMH48"Ø CONCRIM=29.43IE 12" DI N=20.6IE 36" DI E=20.0IE 36" CMP S=20.2IE 12" CONC W=20.0WAT=20.4 BOT=19.7INLETRIM=28.75SDMH48"Ø BRICKRIM=28.89IE 30" CONC E=19.9IE 24" CONC W=19.8WAT=20.4 BOT=19.5INLETRIM=28.64INLETRIM=28.72INLETRIM=28.38INLETRIM=28.22INLETRIM=28.22INLETRIM=27.70UNABLE TO SEE PIPESWAT=20.3 BOT=18.8CBRIM=26.67INLETRIM=25.93INLETRIM=25.85SSMHRIM=28.40IE 8" CONC N=13.2IE 18" CONC SE=10.4IE 18" CONC NW=10.2SDSDSSSSSSSSSSSSSSSSSSSSSSSD36" CMP 36" DI8" CONC18" CONCYIELDFHCONCBENCHYIELD8" TREE9' DLN4' WOOD FNC USECROSSWALKCWGRASS37" TREE40' DLNCONC BENCHCONC BENCHYIELDARTWORKLANDSCAPINGCONC DRW5" TREE8' DLN5" TREE11' DLNSWOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOELANDSCAPINGDRWEEEWEEINLETRIM= 28.66WVWV3WVWVWVWVHHHHHHHHHHHHHHHH3HHHHHHHHHHHHHHHHHHHHELEC VLT4ELEC VLTELECVLTELECVLT3IRRG2IRRGWMEEEEE WWWWWWWWE WWFOEE E E EEEEEWWWW GGGE E E E E E E E E E E EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOWWWWFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSSSSSSSSSSSSSSSSSSSSSSEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOXXXXXXXXXX6' TEMP CLEFXCBRIM=25.53MISCVALV SSMHRIM=28.66NEEDS TRAFFIC CONTROLSSMHRIM=28.75NEEDS TRAFFIC CONTROLINLETRIM EL=27.01NEEDS TRAFFIC CONTROLINLET60" CONCRIM EL=25.34IE 24" CPP N=20.1IE 12" CPP E=20.7IE 6" PVC S=22.2IE 24" CPP S=23.0WAT=20.4 BOT=18.0INLETRIM EL=26.78UNABLE TO OPENCB60" CONCRIM EL=28.35IE 24" CPP N=19.4IE 30" CPP NE=19.8IE 12" CPP S=21.7IE 36" CPP SW=19.6BOT=17.8SDMH48" CONCRIM EL=28.71IE 12" DI N=22.6IE 12" DI S=22.8WAT=22.6 BOT=20.6CB1.9' X 2.2' CONCRIM EL=28.02TOP OF 12" DI SE=24.3IE 12" DI N=23.2WAT=23.3 BOT=22.1CB1.9' x 2.2' CONCRIM EL=26.82IE 12" DI NE=23.7WAT=23.8 BOT=22.2CBRIM EL=27.36NEEDS TRAFFIC CONTROL30" CPP 24" CPPSSSSSSSSSSSSSSSSSSSSFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOEEEFOFOFOFOFOFOCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCAST2-PSE3-PSE PSE2-PSERENTONRENTONRENTONRENTONRENTONRENTONRENTONRENTONRENTONRENTONRENTONWSDOT FOWSDOT FO2-ZAYO FOPSE GASPSE GAS PSE GASEEUTIL VLTHHEEE POTHOLE 13GND EL=29.052" POWER CNDTOP OF CND EL=26.84POTHOLE 14GND EL=25.962" POWER CNDTOP OF CND EL=23.96POTHOLE 01GND EL=29.054" FIBER OPTICTOP OF CND EL=27.01BOREHOLEGA-13EL=26.06BOREHOLEP-15EL=25.662'5" DP1'8" DP2'1" DP1'11" DP2'5" DP2' DP2'4"DP2'10" DP2'5" DP2' DP2'4"DP2'5" DP5'4" DP5' DP5'5" DP4'8" DP4'DP3'7"DP2' DP4'11" DP5'2" DPEE 2'8" DP2'5" DP 2'7" DP 2'6" DP2'4" DP2'6" DP'3'4" DP2'9" DP5' DP2'8" DP3' DP2' DP2'10" DP 2'3" DP2'6" DP2'DP12"W 12"W 12"W2' DP2' DP3' DP2'3" DP1'11" DP3' DP1' 11" DP5'2" DP4'4" DP1'7" DP1'8" DP4'5" DP5'6" DP3'1"DP3'3" DP1' 8" DP3'2" DP2'5" DP1'9" DP1' DP1'11" DP2'10"1'9"1'1'5"1'7"1'7"1'10"1'8"1'7"2'11"4'9"4'11"REC NO. 201108120017184' SLOPE & UTILITYEASEMENT//////////////////////////////////////////GRADY 149+00GRADY 150+00GRADY 151+00RAINIER 200+00 RAINIER 201+00 RAINIER 202+00 RAINIER 203+00 RAINIER 204+00RAINIER STA 200+00.07= GRADY STA 150+00.02 RAINIER AVE SSW GRADY WAYS GRADY WAYSDSDSDSDSFSFSFSFSFSFSFSFSFCONCCONCCONCSIGNDEBRISSIGNSIGNSIGN////CONCUTUT UT UTHHHHHHHVLTVLTVLTVLTVLTVLT HH VLTS VLTTRASHBIN TRASHBINBUS SIGNPOWERCABINETSW SW SW SWDRWDRWTRASHBINSWSWSWDRWDRWSWSWDRWSW SW SWSW DRWCONC WALL36" CMP36" DI 30" CONC 30" CONC 27" CONC 27" CONC 27" CONC 24" CMP12" CONC4" CONC6" DI12" CPP12" CPP12" CONC 6" CONC 6" CONC 6" CONC6" PVC 12" DI 12" CONC12" CONC6" CONC 15" CMP15" CMP6" CONC8" VC8" CONC 18" CONC HH TTTETS SLHHTMHGV2WVFOFO2FOMHGVGVGVITSVLT2TS LTVLT WV4WVLTVLT TC SLHHLTHHCENTURYLINKVLTWVELECVLTWVGVTS LTHHTS LTVLTELECVLT2 MISCMHTS-LTVLTGVGVSLHHHHLTHHTCHHFOFOMHFOFOMHFOFOMHTS LTHH LTHHTMHICVICV2WVTMHGV WVWVWV BROADBANDVLTLTHHICVICVICVICVICVHHWVWVELECVLTHHICVICV2HHWMELECVLTLT HHWVELEC VLT2WMWVLT HH ELECVLTLTHHWMICV GV GATE CWSW SW FH CONCBENCH 4' WOOD FNC CW SW CONC B E N C H CONC BENCHARTW O R K CONCDRW DRWSW CONC SEAMS (TYP) SW SW SWDRWDRWECOEEEEEEEEW E EE EEEE WVWV3WVWVWV3WVWVWVWVWV3WVWVWVWVHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH3HHHHHH HH HHHH HHHHHHHHHH HHHH HHHH HH2 HH HHELEC VLTELECVLTELEC VLT 4ELEC VLTELECVLTELECVLT 2ELEC VLT ELECVLT 3IRRG2IRRG 2IRRG GVGVGVWMHH MW WMELECVLT E HH2WVHHELECVLTHHHHWMCOGVGVGMWMWMWMWMWVWV3WVWVWMW VLT2VLTSHH TTSHHHHHHHHHHHHTMHVLTTS VLTHH VLT2" DROP 2" DROP HHGM6" CONC HH HH 16" CMP/////////////6' CLEF6' TEMP CLEF6' TEMP CLEF6' TEMP CLEF 6' TEMPCLEF 8' CLEF 5.5' CLEFPPPPPP SW2' FNC GATE//6' CLEF5.5' CLEF6' CLEF BLDGEQUIPCONCELECEQUIP SWSWSWSWSWSWSWSW//////CONC BASEREMOVED LT 4 BLRD3 BLRD3 BLRD 2 BLRDPM 6' TEMP CLEF 6' CLEF 2 BLRD/////////////////////////////3 BLRD6' TEMP CLEF BLDEQUIPSIGN POST ONCONC BASE6' CLEFPIVGATESTORAGESHED MISCVALV INLETRIM EL=24.52NEEDS TRAFFIC CONTROLCBRIM=25.13NEEDS TRAFFIC CONTROL 12" RCP8" CONC 8" CONC4" CONC30" CPP24" CPP 18" DI 18" DI 12" CPP 12" CPP12" CPPSS METAL POLEMETAL POLEMETAL POLE////SL SL FOFO W SD SSSSCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCAST COMCAST COMCASTCOMCAST COMCAST COMCAST COMCAST COMCAST COMCASTCOMCAST COMCAST COMCAST FO COMCASTCENTURYLINKCENTURYLINK FO CENTURYLINK FO CENTURYLINK FOCENTURYLINK FO CENTURYLINK FOCENTURYLINK FOCENTURYLINK FORENTONRENTONRENTONRENTONRENTONRENTONRENTONRENTON RENTON RENTON RENTON RENTONRENTON RENTON RENTON RENTONRENTONWSDOT FOWSDOT F O 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO2-ZAYO FO 2-ZAYO FOPSE GAS PSE GASPSE GASPSE GAS PSE GAS PSE GAS PSE GAS PSE GASPSE GAS PSE GAS PSE GASPSE GAS PSE GASPSE GASPSE GAS UTIL VLTHH HHHH UNKNOWN UTILITY UTILVLT HHHH HHELECVAULT HH2WM HHGV IRRG 5'4" DP6'8" DP5' DP4' DP4' DP 3' DP3'9" DP3'4" DP2'11" DP6'9" DP1'DP1'11" DP2'3"DP2' DP2' DP3'11" DP 3'6" DP 5'9" DP7'2" DP6'11" DP7' DP 6'6" DP 4'4" DP4'3" DP3'7" DP2' DP4'10" DP 5'9" DP 4'7" DP1'11" DP1'11" DP2'6" DP5' DP1'4" DP2'6" DP2'2" DP3'1" DP2'6" DP 1'7" DP1'9" DP1'8" DP1'6" DP1'6" DP1'7" DP1'6" DP 1'9" DP 7'11" DP11' DP4'9" DP4'9" DP13'6" DP6'3" DP5'8" DP4'1" DP 3'6" DP 4'8" DP 12'6" DP13'6" DP11'6"DP10' DP8'5" DP8'11" DP8'10" DP9' DP3'3" DP3'1" DP3'2" DP2'10" DP1'6" DP1'3" DP1'9" DP1'7" DP2'5" DP1'7" DP1'7" DP1'4" DP1'5" DP1'10" DP3'1" DP1' DP 1'10" DP1'11" DP 2' DP3'1" DP3'1" DP 2'2" DP 2'8" DP2'7" DP2'8" DP 3'6"DP 3'6" DP3'9" DP3'10" DP4'3" DP2'3" DP1'7" DP2'9" DP2'1" DP1'9" DP1'6" DP2'1" DP2'3" DP2'1" DP2'3" DP1'11" DP1'11" DP1'11" DP2'5" DP1'8" DP2'1" DP1'11" DP2'5" DP2' DP2'4"DP2'10" DP2'5" DP2' DP2'4"DP2'5" DP5'4" DP5' DP5'5" DP4'8" DP 4'DP3'7"DP2' DP4'11" DP5'2" DP 4'6"DP3'5"DP 1'9" DP 2' DP4' DP 1'9" DP5'7" DP2'7"DP2'4"DP2'4" DP 2' DP 1'10" DP 2'1" DP5'8" DP3' DP3'9" DP 3'6" DP3'11"DP6'4" DP6'3" DP6'7" DP 2' DP3'2"DP2'6" DP7' DP7' DP 2'8" DP4'11" DP6'3" DP8' DP2'2" DP1'3"DP4'11" DP3'11" DP 2'8" DP3'10" DP2'7" DP2'4" DP3'4" DP3'10" DP3'5" DP3'2" DP3'11" DP3'9" DP3'3" DP5'5"DP4'10" DP4'4" DP5'3" DP4' DP1'9" DP2'8" DP2' DP1'11" DP4'4" DP6' DP5' DP2'8" DP3'8" DP3'10" DP2'8" DP2' DP3'7" DP2'2" DP2'4" DP3'8" DP3' DP3' DP3'11" DP3'9" DP3'7" DP1'8" DP4' DP5'11" DP3' DP1'10" DP1'2" DP1'6" DP5'6" DP2'4" DP5'4" DP 2'4" DP1'6" DP1'4"DP1'8" DP 1'5" DP1'1" DP1'4" DP1'3" DP1'6" DP1'8" DP1'5" DP1'5" DP1'4" DP1'5" DP1'8" DP1'7" DP2'3" DP 1'7" DP 4' DP2'6" DP3' DP1'5" DP 1'6" DP1'7" DP2'2" DP2'5" DP4' DP2'5" DP2'2" DP1'11" DP2' DP2'1" DP2'2" DP1'11" DP1'6" DP2'4" DP2'4" DP2'4" DP1'8" DP1'10" DP 2' DP2'8" DP2'4" DP3' DP 3'8" DP1'9" DP 4' DP 7'11" DP6'7" DP4'5" DP2'8" DP2'2" DP2' DP2' DP2'6" DP2'2" DP1'9" DP1' DP3' DP3' DP3' DP2'5" DP2'6" DP2'2" DP2'6" DP2'5" DP2'7" DP2'8" DP2'5" DP2'7" DP2'6" DP2'4" DP2'6" DP'3'4" DP2'9" DP5' DP2'8" DP3' DP2' DP 2'10" DP4'8" DP5' DP5'9" DP5'10" DP5'8" DP5'10" DP 3' DP6'9" DP6' DP7'6" DP2'1" DP 5'6" DP4' DP2'4" DP2'5" DP2'5" DP2'8" DP2'3" DP 1' DP 2'5" DP2'5" DP1'6" DP1'5" DP2'6" DP2'DP 4'DP4'DP2'5" DP2'DP PSE12"W12"W12"W 12"W12"W12"W 12"W 12"W 12"W 12"WABAN-WABAN-WABAN-WABAN-WABAN-WABAN-WABAN-WABAN-WABAN-WABAN-W 12"W12"W12"W12"W12"W12"W400404 418CONC SEAMS (TYP)WVWVCO2 BLRDFH2'4'HH3'11" DP4'11" DP3'5" DP 2'6" DP1'3" DP1'11" DP3'9" DP1' DP3' DP2' DP4' DP3'10" DP2'5" DP2'3" DP2'2" DP 2' DP1'11" DP1'5" DP5'11" DP3'8" DP 1' DP2'8" DP2' DP2' DP3' DP2'3" DP 1'11" DP3' DP 1' 11" DP2'3" DP3'11" DP1'8" DP1'10" DP 4'11" DP5'2" DP4'4" DP1'7" DP 1'8" DP4'5" DP5'6" DP3'1"DP 3'3" DP1' 8" DP3'2" DP2'5" DP 1'9" DP1' DP 1'11" DP 1'5" DP 1'5" DP3'8" DP4'9" DP 1'4" DP 3' DP5'8" DP 5'10" DP6'2" DP5'5" DP 6' DP4' DP1'7" DP 1'9" DP3' DP1'5" DP1'7" DP 2'8" DP2'4" DP2' DP1'9" DP1'5" DP 1'5" DP2'6" DP1'4" DP1'5" DP1'9" DP2'4" DP2'4" DP2'6" DP3'10" DP 2' DP2' DP3'5" DP1'8" DP 4'2" DP2'4" DP12' DP 2'4" DP1' DP1' DP6'11"3'6" 4'8" 8'11"1'7"2'3'9"4'10"1'1"1'5"1'4"1'7"1'10"1'7"1'11"2'2"1'0'11"6'9"4'5"1' 2'10"1'9"1' 3'ED(TYP.)ED(TYP.)ED(TYP.)ED(TYP.)1'2"1'10"2'9"2'3"2'2'3'3'4"1'3"4'3'2"3'4'2'6"2'3'3'1'8"1'2"1'2"2'7"2'5"2'7"3'8"2'2"1'7"2'9"4'2'3'3'3'3'3'10"4'1"4'9"7"4'1"3'11"5'9"2'1"1'11"1'9"2'1"1'8"4'3"3'9"4'7"3'11"3'7"3'11"10"1'9"1'7"5"2'1"1'11"9"2'4"3'11"3'5'2"4'1"4'7"2'11"2'9"1'4"1'7"2'9"2'1"2'7"2'11"3'4"3'9"2'10"2'2"2'11"1'9"1'5"1'7"1'7"1'10"1'8"1'7"2'11"2'1"2'2'3"1'9"1'6"1'8"1'7"1'11"2'1"1'7"1'6"1'6"1'2"1'4"1'5"2'3"2'1"2'7"3'1"3'1"2'3'4"3'3"1'11"3'5"2'1"2'3"2'9"2'1"2'4"1'4"1'5"1'4"1'3"1'6"1'6"1'11"1'5"2'3'10"1'3"1'6"1'4"3'9"1'5"1'11"3'11"3'9"1'7"3'10"4'10"4'9"4'10"1'3"1'8"4'1"4'9"4'9"2'7"2'10"4'1"6'6"5'7"2'9"1'1"2'7"3'4"2'10"2'3"1'10"8"10"2'9"2'6"2'1"1'8"1'11"2'5"2'3"2'7"2'11"1'7"1'9"2'2"2'2"1'7"4'9"4'11"2'8"2'1"2'8"2'7"2'5"7"1'1"1'4"2'2'1"2'9"6'3"5'4"5'3"4'9"5'7"3'10"4'11"5'11"6'8"6'11"3'10"1'6"4'1"4'2"4'7"5'9"5'8"4'8"5'11"3'11"4'1"3'9"4'5"2'11"3'1"5'2"4'11"4'7"4'1"4'6"4'8"4'6"5'3"4'6"4'9"4'11"3'7"4'1'HHHHHHHHELEC VLT2 WMELEC VLT HHHH SLHHSLHHWVELECPEDGROUNDROD6" TREE30' DLN 1.5' RET WALLPLANTER1.5' RET WALLPLANTER INLET PROTECTIONSUMPSILT FENCETEMPORARY CURBTEMPORARY SLOPE DRAINHIGH VISIBILITY FENCEHIGH VISIBILITY SILT FENCECONSTRUCTION STORMWATERCONVEYANCE PIPETEMPORARY DRAIN PIPEINTERCEPTOR DIKESTRAW BALESSTRAW WATTLESBIODEGRADABLE CHECK DAMSCONSTRUCTION STORMWATER STORAGESLOPE PROTECTIONSTABILIZED CONSTRUCTION ENTRANCE(STEEL PLATE)LANDSLIDE HAZARD AREANEW RIGHT OF WAY AREATEMPORARY CONSTRUCTION EASEMENTAREA 20 40 SCALE IN FEET 01020 (1" = 20') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 04/12/2024 J. ALTCHECH 10/22/2024 4/12/2024 CIVIL TESC PLAN RAINIER STA 200+00 TO RAINER STA 204+00 BT120-CTP101 BT120 J. YUEN S. GOGIA R. PARISH L. THOMSEN ------------------------ ------------------------ ------------------------ ------------------------ ------------------------ ------------------------ ------------------------ RTA/LR 0206-19 1"=20' N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY:03/22/24 | 12:43 PM | SAKSHIGC:\PWWORKING\JACOBS_B&I\SAKSHIG@OSBORNCONSULTING.COM\D0436120\S1-BT120-CTP101-107.DWGS1-BT120-CTP101-107 FACILITY ID: NOT FOR CONSTRUCTION 90% SUBMITTAL Xrefs: xS1-BT120-VRX001 xS1-BTP120-VSF100 xS1-BT120-CPP001 xBRT-CUD05-TB22x34 xS1-BTP120-GZK020 xS1-BT120-CAP001 xS1-BT120-CMP001 xS1-BT120-CTP001 xS1-BT120-CTN101 GB-SEAL-JY35420 OSBORNCONSULTINGINCORPORATED 1 MATCHLINE: RAINIER STA 204+00SEE DWG BT120-CTP102MATCHLINE: GRADY STA 151+00SEE DWG BT120-CTP104 MATCHLINE:SEE DWG BT120-CTP205 MATCHLINE:SEE DWG BT120-CTP205 102 103 106201202203204205SW 7TH STRAINIERAVE SHARDIEAVE SWSR-167KEY MAP SW GRADY WAY 101 104 105 107 050 GENERAL NOTES:1.CONTRACTOR SHALL MAINTAIN AND ADJUSTTEMPORARY EROSION AND SEDIMENT CONTROL(TESC), AS NEEDED.2.PROTECT EXISTING TREES AND SHRUBS UNLESSNOTED FOR REMOVAL. FOR SITE PREPARATIONPLANS, SEE DRAWINGS BT120-CSP101-106, ANDBT120-CSP201-205.3.PROTECT EXISTING DRAINAGE STRUCTURES SUCHAS CATCH BASINS, MANHOLES AND PIPES UNLESSNOTED FOR REMOVAL. SEE DRAWINGSBT120-CSP101-106, AND BT120-CSP201-205.4.FOR DRAINAGE PLANS, SEE DRAWINGSBT120-CDP101-106, AND BT120-CDP201-205.5.FOR ADDITIONAL INLET PROTECTION, A SANDBAGBARRIER SHALL BE PLACED UPSTREAM OF CATCHBASIN PER CITY OF RENTON STANDARD PLAN216.50.6.CLEARING LIMITS IN LANDSCAPING AREAS WITHINTHE PROJECT LIMITS SHALL BE DELINEATED WITH SILT FENCE INSTALLED AT A 2-FOOT OFFSET FROM THE INSIDE OF THE CHAIN LINK FENCE EXCEPT AT DRIVEWAY AND SIDEWALK LOCATIONS.. 7.AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. KEY NOTES: 1 INSTALL INLET PROTECTION WITH DANDY CURB SACK ORAPPROVED EQUAL. SEE DRAWING BT120-CTD102 FOR DETAILS. 2 INSTALL INLET PROTECTION PER COR STD PLAN 216.30 4 INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02.WHEN COMPOST SOCKS ARE USED ON PAVEMENT, HEAVYCONCRETE BLOCKS SHALL BE USED BEHIND THE COMPOSTSOCKS TO HELP STABILIZE DURING RAINFALL/RUNOFF EVENTS.INLET PROTECTIONSILT FENCECOMPOST SOCKCONSTRUCTION FENCELEGEND:SFSF STABILIZED CONSTRUCTION ENTRANCECONCRETE WASHOUT AREASIGNSIGNSIGN/////////////////////////////////////////////////////UT HHHHVLTVLT VLTVLTS 6" TREE±12' DLN4" TREE±22' DLN6" TREE±12' DLN6" TREE±14' DLN 6" TREE±14' DLNSWINLETRIM=25.25 CB1.7' X 2.2' CONCRIM=24.74IE 6" CONC W=23.9WAT=23.8 BOT=22.0CB2.1' X 1.7' CONCRIM=24.64IE 8" CONC N=23.2IE 4" CONC E=23.3IE 6" CONC E=23.3IE 6" X 6" SQUARE CONC W =23.1WAT=23.2 BOT=22.4INLETRIM=25.12INLETRIM=23.62SDMH36"Ø CONCRIM=25.78IE 12" CONC N=20.5WAT=20.6 BOT=19.3 SDCB2.2' X 1.9' CONCRIM=24.94IE 12" DI SE=23.1IE 6" CONC W=23.2WAT=23.0 BOT=21.2CB1.6' X 2.1' CONCRIM=24.49IE 6" CONC E=23.5WAT=23.7 BOT=21.8SDSSSSSDSDSDSDSDSDSD SDSD 12" CONC 6" CONC6" CONC35MPH6" TREE12' DLN5" TREE11' DLN 5" TREE13' DLN6" TREE13' DLN DRW5" TREE15' DLN 6" TREE14' DLN 8" TREE16' DLN 5" TREE12' DLNLANDSCAPING6" TREE14' DLN5" TREE11' DLNLANDSCAPING ECOEEEE WV3WVWVWV3WVWVWV HHHHHHHHHHHHHHHHHHHHHHELEC VLTELECVLT 2IRRG GVGVWM GGFO FO FO FO FOEEEEEEEGGGGGEEEEEEEEEEEEEEEGGGGGGFOFOFOFOFOFOFOFOFOSDSDFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDEEEEEEEEFOFOFOFOFOFO6" CONCCB2.2' X 1.8' CONCRIM EL=23.60IE 18" DI NE=20.5IE 12" CPP SE=20.8IE 18" DI SW=20.6WAT=20.5 BOT=19.4INLETRIM EL=25.09 INLETRIM EL=25.04INLETRIM EL=24.37INLETRIM EL=25.70NEEDS TRAFFIC CONTROLINLETRIM EL=27.01NEEDS TRAFFIC CONTROL18" DI SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSFOFO FOFOFO FOWWWSS SS SS SDSDSDSDCOMCASTCOMCAST2-PSE PSE RENTONRENTONRENTONRENTONPSE GAS PSE GAS PSE GASPSE GAST T T T T T T T TGVIRRGBOREHOLEP-14EL=25.43 BOREHOLEP-12EL=25.14BOREHOLEP-15EL=25.66 6'9" DP1'DP1'11" DP2'3"DP2' DP2' DP3'11" DP1'7" DP2'9" DP2'1" DP1'9" DP1'6" DP2'1" DP2'3" DP2'1" DP2'3" DP 4'6"DP3'5"DP3' DP3'9" DPDP8'6" DP3'8" DP3'11"DP5'1" DP5'3" DP5'2" DP6'4" DP6'3" DP6'7" DP2'5" DP 1'10" DP 2'3" DP 4'11" DP3'11" DP 2'8" DP3'6"DP3'10" DP 2'7" DP2'4" DP3'4" DP3'10" DP3'5" DP 3'2" DP 3'11" DP3'9" DP2'4" DP3'3" DP5'5"DP4'10" DP4'4" DP5'3" DP 4' DP1'9" DP2'8" DP 2' DP1'11" DP4'4" DP 6' DP 5' DP2'8" DP3'8" DP 3'10" DP 2'8" DP 2' DP3'11" DP3'9" DP3'7" DP 1'8" DP4' DP 5'11" DP 3' DP1'8" DP2'3" DP5'6" DP2'4" DP 5'4" DP1'8" DP2'6" DP2'2" DP1'9" DP1' DP3' DP3' DP3' DP2'5" DP2'6" DP2'2" DP2'6" DP 4'8" DP 5' DP 5'9" DP 5'10" DP 5'8" DP 5'10" DP2'1" DP PSEGG12"W 12"W 12"WABAN-WABAN-WABAN-WABAN-WABAN-W ABAN-W12"W12"W12"W 12"W4042'3" DP2'2" DP2'11" DP1' DP2'8" DP 2'3" DP3'11" DP1'8" DP1'10" DP4'11" DP3'9"4'10"1'ED(TYP.)ED(TYP.)RAINIER AVE SHARDIE AVE SWN TC 509+53N TC 510+00S TC 609+53S TC 610+00 HARDIE 310+00HARDIE 309+00HARDIE 310+00RAINIER 204+00 RAINIER 205+00 RAINIER 206+00 RAINIER 207+00 RAINIER 208+00 RAINIER 209+00N TC STA 510+04.91= RAINIER STA 207+16.93S TC STA 610+02.99= RAINIER STA 206+67.81 SDET CONC CONCCONCSIGN DEBRISSIGNSIGNSIGN////CONCUTUT UT UTHHHHHHHVLTVLTVLTVLTVLT HH VLTS VLTTRASHBIN TRASHBINSW SW SW SWDRWDRWTRASHBINSWSWSWDRWDRWSWSWDRWSW SW SWSW DRWCONC WALLSSMH36"Ø CONCRIM=25.17IE 8" PVC N=20.7IE 6" PVC W=20.7 SSMH36"Ø CONCRIM=27.97IE 8" VC NE=14.5IE 8" CONC S=13.9 SSMH36"Ø CONCRIM=26.49IE 18" CONC NW=12.3IE 18" CONC E=12.3IE 8" CONC S=13.0 SSMHRIM=27.27UNABLE TO OPENSSMH48"Ø CONCRIM=25.79IE 8" CONC NE=17.1IE 6" CONC E=18.5IE 8" DI SE=21.8IE 8" VC SW=18.2SSMHRIM=28.40IE 8" CONC N=13.2IE 18" CONC SE=10.4IE 18" CONC NW=10.2 6" CONC8" VC8" CONC 18" CONC TTTETMHGVCO2WVFOFOGVGVGVCOWV4WVWVWVGV2 MISCMHGVGVFOFOFOTMHICVICV2WVTMHGVWVWVWV ICVICVICVICVICVWVWVCOCOICVICVWMWV2WMWVWMICVGV GATE CWSW SW FH CONCBENCH 4' WOOD FNC CW SW CONC B E N C H CONC BENCHART W O R K CONCDRW DRWSW CONC SEAMS (TYP) SW SW SWDRWDRWECOEEEEEEEEW E EE EEEE WVWV3WVWVWV3WVWVWVWVWV3WVWVWVWV3IRRG2IRRG2IRRGGVGVGVWM MW WM E 2WVWMCOGVGVGMWMWMWMWMWVWV3WVWVWMW VLT2VLTSHH TTMHGM6' CLEF6' TEMP CLEF6' TEMP CLEF6' TEMP CLEF 6' TEMPCLEF 8' CLEF 5.5' CLEF SW2' FNC GATE 6' CLEF5.5' CLEF6' CLEF BLDGEQUIPCONC SW SWSWSWSWSWSWSWCONC BASEREMOVED LT 4 BLRD3 BLRD3 BLRD 2 BLRD 6' TEMP CLEF6' CLEF 2 BLRD3 BLRD6' TEMP CLEF SIGN POST ONCONC BASE6' CLEFPIVGATESTORAGESHED MISCVALV SSMHRIM=25.21NEEDS TRAFFICCONTROLSSMHRIM=26.31NEEDS TRAFFIC CONTROLSSMHRIM=24.31NEEDS TRAFFIC CONTROLSSMHRIM=28.66NEEDS TRAFFIC CONTROLSSMHRIM=28.75NEEDS TRAFFIC CONTROLSS METAL POLEMETAL POLEMETAL POLE////SL SL FOFO W SD SSSSCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCAST COMCAST COMCASTCOMCAST COMCAST COMCAST COMCAST COMCAST COMCASTCOMCAST COMCAST COMCAST FO COMCASTCENTURYLINKCENTURYLINK FO CENTURYLINK FO CENTURYLINK FOCENTURYLINK FO CENTURYLINK FOCENTURYLINK FOCENTURYLINK FOPSE2-PSE2-PSE3-PSEPSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSEPSEPSEPSEPSEPSEPSEPSEPSEPSE PSE PSE PSE PSE PSE PSE RENTONRENTONRENTONRENTONRENTONRENTONRENTONRENTON RENTON RENTON RENTON RENTONRENTON RENTON RENTON RENTONRENTONWSDOT FOWSDOT F O 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO2-ZAYO FO 2-ZAYO FOPSE GAS PSE GASPSE GASPSE GAS PSE GAS PSE GAS PSE GAS PSE GASPSE GAS PSE GAS PSE GASPSE GAS PSE GASPSE GASPSE GAS FOVLT 2WM HHGVIRRG 5'4" DP6'8" DP5' DP4' DP4' DP 3' DP3'9" DP3'4" DP2'11" DP6'9" DP1'DP1'11" DP2'3"DP2' DP2' DP3'11" DP 3'6" DP 5'9" DP7'2" DP6'11" DP7' DP 6'6" DP 4'4" DP4'3" DP3'7" DP2' DP4'10" DP 5'9" DP 4'7" DP1'11" DP1'11" DP2'6" DP5' DP1'4" DP2'6" DP2'2" DP3'1" DP2'6" DP 1'7" DP1'9" DP1'8" DP1'6" DP1'6" DP1'7" DP1'6" DP 1'9" DP 7'11" DP11' DP4'9" DP4'9" DP13'6" DP6'3" DP5'8" DP4'1" DP3'6" DP 4'8" DP12'6" DP13'6" DP11'6"DP10' DP8'5" DP8'11" DP8'10" DP9' DP3'3" DP3'1" DP3'2" DP2'10" DP1'6" DP1'3" DP1'9" DP1'7" DP2'5" DP1'7" DP1'7" DP1'4" DP1'5" DP1'10" DP3'1" DP1' DP 1'10" DP1'11" DP 2' DP3'1" DP3'1" DP 2'2" DP 2'8" DP2'7" DP2'8" DP 3'6"DP 3'6" DP3'9" DP3'10" DP4'3" DP2'3" DP1'7" DP1'7" DP2'9" DP2'1" DP1'9" DP1'6" DP2'1" DP2'3" DP2'1" DP2'3" DP1'11" DP1'11" DP1'11" DP2'5" DP1'8" DP2'1" DP1'11" DP2'5" DP2' DP2'4"DP2'10" DP2'5" DP2' DP2'4"DP2'5" DP5'4" DP5' DP5'5" DP4'8" DP 4'DP3'7"DP2' DP4'11" DP5'2" DP 4'6"DP3'5"DP 1'9" DP 2' DP4' DP 1'9" DP5'7" DP2'7"DP2'4"DP2'4" DP 2' DP 1'10" DP 2'1" DP5'8" DP3' DP3'9" DP 3'6"DP 4'11" DP6'7" DP3'9" DP2'2" DP2'4" DP5'8" DP8'6" DP9'11" DP10' DP2'DP5'10" DP10' DP3'8" DP3'11"DP 5'1" DP5'3" DP5'2" DP6'4" DP6'3" DP6'7" DP 2' DP3'2"DP2'6" DP1'4" DP2'1" DP7' DP7' DP 2'8" DP4'11" DP6'3" DP 8' DP2'2" DP1'3"DP2'5" DP1'10" DP2'3" DP4'11" DP3'11" DP 2'8" DP3'6"DP3'10" DP2'7" DP2'4" DP3'4" DP3'10" DP3'5" DP3'2" DP3'11" DP3'9" DP2'4" DP3'3" DP5'5"DP4'10" DP4'4" DP5'3" DP4' DP1'9" DP2'8" DP2' DP1'11" DP4'4" DP6' DP5' DP2'8" DP3'8" DP3'10" DP2'8" DP2' DP3'7" DP2'2" DP2'4" DP3'8" DP3' DP3' DP3'11" DP3'9" DP3'7" DP1'8" DP4' DP5'11" DP3' DP1'10" DP1'2" DP1'6" DP 1'8" DP2'3" DP5'6" DP2'4" DP5'4" DP 4'8" DP5'8" DP3'11" DP6'1" DP6'4" DP6'1" DP5'4" DP 2'4" DP1'6" DP1'4"DP1'8" DP 1'5" DP1'1" DP1'4" DP1'3" DP1'6" DP1'8" DP1'5" DP1'5" DP1'4" DP1'5" DP1'8" DP1'7" DP2'3" DP 1'7" DP 4' DP2'6" DP3' DP1'5" DP 1'6" DP1'7" DP2'2" DP2'5" DP4' DP2'5" DP2'2" DP1'11" DP2' DP2'1" DP2'2" DP1'11" DP1'6" DP2'4" DP2'4" DP2'4" DP1'8" DP 4' DP5'4" DP4'11"DP1'10" DP2' DP2'8" DP2'4" DP3' DP3'8" DP1'9" DP 4' DP4' DP3'6" DP 5' DP5'11" DP6'9" DP5'4" DP7'11" DP6'7" DP4'5" DP2'8" DP2'2" DP2' DP2' DP2'6" DP2'2" DP1'9" DP1' DP3' DP3' DP3' DP2'5" DP2'6" DP2'2" DP2'6" DP2'5" DP2'7" DP2'8" DP2'5" DP2'7" DP2'6" DP2'4" DP2'6" DP'3'4" DP2'9" DP5' DP2'8" DP3' DP2' DP2'10" DP4'8" DP5' DP5'9" DP5'10" DP5'8" DP5'10" DP 2'8" DP3' DP6'9" DP6' DP7'6" DP2'1" DP 5'6" DP4' DP2'4" DP2'5" DP2'5" DP2'8" DP2'3" DP 1' DP 2'5" DP2'5" DP1'6" DP1'5" DP2'6" DP2'DP 4'DP4'DP1'9" DP2'5" DP2'DP PSE12"W12"W12"W 12"W12"W12"W 12"W 12"W 12"W 12"WABAN-WABAN-WABAN-WABAN-WABAN-WABAN-WABAN-WABAN-WABAN-WABAN-W 12"W12"W12"W12"W12"W12"W400404 418CONC SEAMS (TYP)WVWVCOSSMHRIM EL=25.10IE 6" DI NE=23.3IE 6" PVC SW=22.83WAT=22.9 BOT=19.4IT IS BELIEVED THIS STRUCTUREAND THE ASSOCIATED PIPES MAYBE STORM DRAIN, NOT SEWER.2 BLRDFH 3'11" DP4'11" DP3'5" DP 5'5" DP2'6" DP1'3" DP1'11" DP3'9" DP1' DP3' DP2' DP4' DP3'10" DP2'5" DP2'3" DP2'2" DP 2'2" DP2' DP1'11" DP1'5" DPBROADBANDVAULT2'11" DP5'11" DP3'8" DP 1' DP2'8" DP2' DP2' DP3' DP2'3" DP 1'11" DP3' DP 1' 11" DP2'3" DP3'11" DP1'8" DP1'10" DP 4'11" DP5'2" DP4'4" DP1'7" DP 1'8" DP4'5" DP5'6" DP3'1"DP 3'3" DP1' 8" DP3'2" DP2'5" DP 1'9" DP1' DP 1'11" DP 1'5" DP1'5" DP3'8" DP4'9" DP 1'4" DP 3' DP5'8" DP 5'10" DP6'2" DP5'5" DP 6' DP4' DP1'7" DP 1'9" DP3' DP1'5" DP1'7" DP2'8" DP2'4" DP2' DP1'9" DP1'5" DP 1'5" DP2'6" DP1'4" DP1'5" DP1'9" DP2'4" DP2'4" DP2'6" DP3'10" DP 2' DP2' DP5'5"DP6'7" DP3'5" DP1'8" DP 4'2" DP2'4" DP12' DP 2'4" DP1' DP1' DP6'11"3'6" 4'8" 8'11"1'7"2'3'9"4'10"1'1"1'5"1'4"1'7"1'10"1'7"1'11"2'2"1'0'11"6'9"4'5"1' 2'10"1'9"1' 3'ED(TYP.)ED(TYP.)ED(TYP.)ED(TYP.)1'2"1'10"2'9"2'3"2'2'3'3'4"1'3"4'3'2"3'4'2'6"2'3'3'1'8"1'2"1'2"2'7"2'5"2'7"3'8"2'2"1'7"3'10"4'1"4'9"7"4'1"3'11"5'9"2'1"1'11"1'9"2'1"1'8"4'3"3'9"4'7"3'11"3'7"3'11"10"1'9"1'7"5"2'1"1'11"9"2'4"3'1"2'11"3'3"3'11"3'5'2"4'1"4'7"2'11"2'9"1'4"1'7"2'9"2'1"2'7"2'11"3'4"3'9"2'10"2'2"2'11"1'9"1'5"1'7"1'7"1'10"1'8"1'7"2'11"2'1"2'2'3"1'9"1'6"1'8"1'7"1'11"2'1"1'7"1'6"1'6"1'2"1'4"1'5"2'3"2'1"2'7"3'1"3'1"2'3'4"3'3"1'11"3'5"2'1"2'3"2'9"2'1"2'4"1'4"1'5"1'4"1'3"1'6"1'6"1'11"1'5"2'3'10"1'3"1'6"1'4"3'9"1'5"1'11"3'11"3'9"1'7"3'10"4'10"4'9"4'10"1'3"1'8"4'1"4'9"4'9"2'7"2'10"4'1"6'6"5'7"2'9"1'1"2'7"3'4"2'10"2'3"1'10"8"10"2'9"2'6"2'1"1'8"1'11"2'5"2'3"2'7"2'11"1'7"1'9"2'2"2'2"1'7"4'9"4'11"2'8"2'1"2'8"2'7"2'5"7"1'1"1'4"2'2'1"2'9"6'3"5'4"5'3"4'9"5'7"3'10"4'11"5'11"6'8"6'11"3'10"1'6"4'1"4'2"4'7"5'9"5'8"4'8"5'11"3'11"4'1"3'9"4'5"2'11"3'1"5'2"4'11"4'7"4'1"4'6"4'8"4'6"5'3"4'6"4'9"4'11"3'7"2 WMWV6" TREE30' DLN 1.5' RET WALLPLANTER1.5' RET WALLPLANTER 20 40 SCALE IN FEET 01020 (1" = 20') N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY:03/27/24 | 1:09 PM | SAKSHIGC:\PWWORKING\JACOBS_B&I\SAKSHIG@OSBORNCONSULTING.COM\D0436120\S1-BT120-CTP101-107.DWGS1-BT120-CTP101-107 FACILITY ID: NOT FOR CONSTRUCTION 90% SUBMITTAL Xrefs: xS1-BT120-VRX001 xS1-BTP120-VSF100 xS1-BT120-CPP001 xBRT-CUD05-TB22x34 xS1-BTP120-GZK020 xS1-BT120-CAP001 xS1-BT120-CMP001 xS1-BT120-CTP001 xS1-BT120-CTN101 GB-SEAL-JY35420 OSBORNCONSULTINGINCORPORATED MATCHLINE:SEE DWG BT120-CTP201MATCHLINE:SEE DWG BT120-CTP203MATCHLINE: RAINIER STA 204+00SEE DWG BT120-CTP101MATCHLINE: RAINIER STA 208+50SEE DWG BT120-CTP103EX ROWEX ROW 102 103201 202203204205SW 7TH STRAINIERAVE SHARDIEAVE SWSR-167KEY MAP SW GRADY WAY 101 104 105106 107211422EXIST. CB NOT SHOWN IN VIEWPORT.APPROX. LOCATION AT STA 308+25.7, 23.0' RT2 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 04/12/2024 J. ALTCHECH 10/22/2024 4/12/2024 CIVIL TESC PLAN RAINER STA 204+00 TO RAINIER STA 208+50 BT120-CTP102 BT120 J. YUEN S. GOGIA R. PARISH L. THOMSEN ------------------------ ------------------------ ------------------------ ------------------------ ------------------------ ------------------------ ------------------------ RTA/LR 0206-19 1"=20' 051 SIGN SW SW SWDRW18" TREE±46' DLN YIELD ±8' DLN10" TREE±10' DLN6" TREE±12' DLN 4" TREE±22' DLN BUSSIGN6" TREE±10' DLN //////BUS SHELTERTRASHBIN YIELD6" TREE±16' DLN 6" TREE±18' DLN6" TREE±12' DLN 8" TREE±14' DLN 8" TREE±20' DLN6" TREE±14' DLN6" TREE±14' DLN6" TREE±14' DLN 6" TREE±14' DLN SWSWDRWDRWSW SW DRW SW SW SWCONC WALLCB1.7' X 2.1' CONCRIM=24.68IE 6" CONC N=23.4IE 6" CPP E=23.5IE 6" CONC S=23.3YARD DRAIN0.9' X 0.9' CONCRIM=24.96IE 6" PVC SW=24.0YARD DRAIN0.9' X 0.9' CONCRIM=25.17IE 6" PVC NE=24.0IE 6" PVC SW=24.0BOT=23.7INLETRIM=24.20CB2.2' X 1.9' CONCRIM=24.07IE 12" DI SE=21.5WAT=21.5 BOT=19.6CB2.3' X 2.1' CONCRIM=24.58IE 6" CONC NE=23.4WAT=23.4 BOT=20.7INLETRIM=23.97 CBRIM=23.79 CBRIM=24.51 CB2.2' X 1.9' CONCRIM=24.25IE 6" DI N=22.3IE 12" DI SE=21.7IE 12" DI NW=21.6WAT=21.7 BOT=20.1CB2.2' X 1.9' CONCRIM=24.47IE 12" DI NW=21.4WAT=21.3 BOT=19.8 CB2.2' X 1.9' CONCRIM=26.37IE 12" CONC NE=22.9IE 6" CONC S=22.8IE 12" CONC SW=22.9WAT=22.9 BOT=21.7 SD SD SDSDSDSDSDSDCBRIM=25.85UNABLE TO OPENDUE TO BROKEN HANDLESDCB2.2' X 1.9' CONCRIM=25.44CB2.3' X 1.9' CONCRIM=24.81IE 6" DI SW=22.7WAT=21.0 BOT=20.7SDCB2.2' X 1.9' CONCRIM=24.94IE 12" DI SE=23.1IE 6" CONC W=23.2WAT=23.0 BOT=21.2 SDSDCB2.2' X 1.9' CONCRIM=24.77IE 6" PVC S=21.4IE 6" CONC SW=21.7WAT=21.4 BOT=20.1CB1.6' X 2.1' CONCRIM=24.49IE 6" CONC E=23.5WAT=23.7 BOT=21.8 SD6" CONC6" CONC6" PVC 12" DI12" CONC 12" CONC6" CONCINLETRIM=24.46CBRIM=24.46 T TE COITSVLT2TS LTVLT WV4WVLTVLT LTHH WVWVGVTS LTHHTS LTVLTELECVLT2 MISCMHTS-LTVLT GVGVLTHHTMHTMHGVWVWVWV BROADBANDVLTLTHHICVICVICVICVICVHHWVWVELECVLTHHCOCOICVICV2HHWMELECVLTLT HHWVELEC VLT2WMWV LT HH ELECVLT LTHHWM ICV GVDRWWVWVHHHHGV FOGGFOFOFOFOFOEEEEEGGGGGGGGGGGGGGGGEEEEEEEEEEEEEEEEEEEETTTTTTFOFO FO FO FOEEEEEFOFOFOFOFOFOEEEEEEEFOTT TTT T T T T TTTTTTTTTTTTTTEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEWWWWWWWWWWWWWWWWWWWWWWWWGGGGGGGGGGGGGGGGGGGEEFOFOFOFOFOFOFOFOFOFOFO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOWSDSDSDSDSDFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOSDMHRIM=25.47SDMHRIM=24.78 INLETRIM EL=26.25NEEDS TRAFFIC CONTROLCB2.2' X 1.8' CONCRIM EL=25.62IE 12" CPP SE=22.5IE 12" CPP NW=22.6WAT=22.5 BOT=20.7 SDMHRIM=25.6912" CPP E=NANEEDS TRAFFIC CONTROL CB2.2' X 1.8' CONCRIM EL=25.20IE 6" DI E=21.6IE 12" CPP W=21.6WAT=21.6 BOT=19.7SDMHRIM=25.67NEEDS TRAFFIC CONTROL INLETRIM EL=24.94NEEDS TRAFFIC CONTROLINLETRIM EL=25.16NEEDS TRAFFIC CONTROLSDMHRIM=26.0412" CPP SW=NANEEDS TRAFFIC CONTROLCB2.2' X 1.8' CONCRIM EL=25.36IE 12" CPP NE=21.5IE 12" CPP SE=21.5IE 12" CPP SW=21.6WAT=21.7 BOT=19.9SDMHRIM=24.9912" CPP NW=NANEEDS TRAFFIC CONTROLCB2.2' X 1.8' CONCRIM EL=24.60IE 12" CPP SE=20.8WAT=20.8 BOT=19.1 SDMHRIM=25.59NEEDS TRAFFIC CONTROLNEEDS TRAFFIC CONTROL SDMHRIM=24.66NEEDS TRAFFIC CONTROLSDMHRIM=25.13NEEDS TRAFFIC CONTROLRIM=24.99NEEDS TRAFFIC CONTROLCB2.2' X 1.8' CONCRIM EL=24.71IE 12" CPP NE=21.4IE 12" CPP SE=21.5IE 18" DI SW=21.5WAT=21.5 BOT=20.3INLETRIM EL=24.21NO PIPE, FULL OFPACKED DIRT/SILT/DEBRISCB36" CONCRIM EL=24.29IE 18" DI N=20.8IE 8" CPP NE=21.1IE 12" CPP E=21.2IE 18" DI SW=20.8WAT=20.9 BOT=17.8 SSMHRIM=26.31NEEDS TRAFFIC CONTROLCB2.3' X 1.9' CONCRIM EL=25.74IE 12" PVC SE=22.2WAT=22.1 BOT=20.6 SDSDMHRIM=25.7712" CPP NW=NANEEDS TRAFFIC CONTROLSDSD18" DI 12" CPP12" CPP12" CPP SS SS SS SSEEEEEEFOFOFOFOEESS SSFOSSSSSS SSSSSSCOMCASTCOMCASTCOMCASTCOMCASTCOMCAST FOCENTURYLINKCENTURYLINK FOPSEPSE PSERENTONRENTONRENTONPSE GASPSE GAS PSE GASTPOTHOLE 49GND EL=24.522 x 2" POWERTOP OF CND EL=22.63BOREHOLEP-12EL=25.14 5'4" DP 6'8" DP5' DP 4' DP 4' DP 3' DP 3'9" DP3'4" DP1'10" DP1'11" DP 2' DP 3'1" DP3'1" DP 2'2" DP 2'8" DP 2'7" DP2'8" DP 3'6"DP 3'6" DP 3'9" DP 3'10" DP 4'3" DP2'3" DP1'7" DP1'9" DP 2' DP4' DP 1'9" DP5'7" DP2'7"DP2'4"DP2'4" DP1'10" DP 2'1" DP 5'8" DP3' DP3'9" DP3'6"DP4'11" DP6'7" DP3'9" DP 2' DP 3'2"DP2'6" DP 1'4" DP2'1" DP7' DP7' DP2'8" DP4'11" DP 6'3" DP 8' DP 2'2" DP 1'3"DP1'8" DP 4' DP5'4" DP4'11"DP 1'10" DP 2' DP 2'8" DP 2'4" DP3' DP 3'8" DP1'9" DP 4' DP4' DP 3'6" DP 5' DP 5'11" DP 6'9" DP 5'4" DP7'11" DP6'7" DP4'5" DP2'8" DP2'2" DP2' DP2' DP 2'8" DP3' DP 6'9" DP6' DP7'6" DP5'6" DP4' DP 2'4" DP 2'5" DP2'5" DP2'8" DP1' DP 1'9" DP2'5" DP12"W 12"W 12"W 12"WABAN-WABAN-WABAN-WABAN-WCBRIM=23.75 CB1.7' X 2.2' CONCRIM EL=23.75IE 6" CONC NW=22.42'3'11" DP4'11" DP3'5" DP 5'5" DP2'6" DP1'3" DP1'11" DP3'9" DP1' DP3' DP 2' DP4' DP3'10" DPSSSSSSSSSS SS SS SS SS SS SS SS SS SSSSSS1'7"2'3'9"6'9"4'5"ED(TYP.)2'S 7TH STSW 7TH ST 249+00 SW 7TH ST 250+00 SW 7TH ST 251+00RAINIER 208+00 RAINIER 209+00 RAINIER 210+00 RAINIER 211+00 RAINIER 212+00 RAINIER 213+00 RAINIER 214+00SW 7TH ST STA 249+99.98= RAINIER STA 212+42.13RAINIER AVE S SW 7TH STGENERAL NOTES:1.CONTRACTOR SHALL MAINTAIN AND ADJUSTTEMPORARY EROSION AND SEDIMENT CONTROL(TESC), AS NEEDED.2.PROTECT EXISTING TREES AND SHRUBS UNLESSNOTED FOR REMOVAL. FOR SITE PREPARATIONPLANS, SEE DRAWINGS BT120-CSP101-106, ANDBT120-CSP201-205.3.PROTECT EXISTING DRAINAGE STRUCTURES SUCHAS CATCH BASINS, MANHOLES AND PIPES UNLESSNOTED FOR REMOVAL. SEE DRAWINGSBT120-CSP101-106, AND BT120-CSP201-205.4.FOR DRAINAGE PLANS, SEE DRAWINGSBT120-CDP101-106, AND BT120-CDP201-205.5.FOR ADDITIONAL INLET PROTECTION, A SANDBAGBARRIER SHALL BE PLACED UPSTREAM OF CATCHBASIN PER CITY OF RENTON STANDARD PLAN216.50.6.CLEARING LIMITS IN LANDSCAPING AREAS WITHINTHE PROJECT LIMITS SHALL BE DELINEATED WITH SILT FENCE INSTALLED AT A 2-FOOT OFFSET FROM THE INSIDE OF THE CHAIN LINK FENCE EXCEPT AT DRIVEWAY AND SIDEWALK LOCATIONS.. 7.AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. KEY NOTES: 1 INSTALL INLET PROTECTION WITH DANDY CURB SACK ORAPPROVED EQUAL. SEE DRAWING BT120-CTD102 FOR DETAILS. 2 INSTALL INLET PROTECTION PER COR STD PLAN 216.30 4 INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02.WHEN COMPOST SOCKS ARE USED ON PAVEMENT, HEAVYCONCRETE BLOCKS SHALL BE USED BEHIND THE COMPOSTSOCKS TO HELP STABILIZE DURING RAINFALL/RUNOFF EVENTS.CONCSIGN DEBRISSIGNSIGNSIGN////UTUT UT UTHHHHHHHVLTVLTVLTVLTVLTVLT HH VLTS VLTBUS SHELTERTRASHBINBUSSIGNTRASHBINBUS SIGNPOWERCABINETSW SW SW SWDRWDRW YIELDBUSSIGNBUS SHELTERTRASHBIN YIELDSWSWSWDRW DRWSW SW DRW SW SW SWSW DRWCONC WALLSSMH36"Ø CONCRIM=25.17IE 8" PVC N=20.7IE 6" PVC W=20.7 SSMH36"Ø CONCRIM=27.97IE 8" VC NE=14.5IE 8" CONC S=13.9 SSMH36"Ø CONCRIM=26.49IE 18" CONC NW=12.3IE 18" CONC E=12.3IE 8" CONC S=13.0 SSMHRIM=27.27UNABLE TO OPENSSMH48"Ø CONCRIM=25.79IE 8" CONC NE=17.1IE 6" CONC E=18.5IE 8" DI SE=21.8IE 8" VC SW=18.2SSMHRIM=28.40IE 8" CONC N=13.2IE 18" CONC SE=10.4IE 18" CONC NW=10.2 6" CONC8" VC8" CONC 18" CONC HH TTTETS SLHHTMHGVCO2WVFOFO2FOMHGVGVGVCOITSVLT2TS LTVLT WV4WVLTVLT TC SLHHLTHHCENTURYLINKVLTWVELECVLTWVGVTS LTHHTS LTVLTELECVLT2 MISCMHTS-LTVLTGVGVSLHHHHLTHHTCHHFOFOMHFOFOMHFOFOMHTS LTHHMW LTHHTMHICVICV2WVTMHGV WVWVWV BROADBANDVLTLTHHICVICVICVICVICVHHWVWVELECVLTHHCOCOICVICV2HHWMELECVLTLT HHWVELEC VLT2WMWVLT HH ELECVLTLTHHWMICV GV GATE CWSW SW YIELDFH CONCBENCH YIELD 4' WOOD FNC USECROSSWALK CW SW CONC B E N C H CONC BENCHYIELDARTWORKCONCDRW35MPHDRWSW CONC SEAMS (TYP) SW SW SWDRWDRWECOEEEEEEEEW E EE EEEE WVWV3WVWVWV3WVWVWVWVWV3WVWVWVWVHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH3HHHHHH HH HHHH HHHHHHHHHH HH HH HHHH HH 2 HH HHELEC VLTELECVLTELEC VLT 4ELEC VLTELECVLTELECVLT 2ELEC VLT ELECVLT 3IRRG2IRRG 2IRRG GVGVGVWMHH MW WMELECVLT E HH2WVHHELECVLTHHHHWMCOMWGVGVGMWMWMWMWMWVWV3WVWVWMMWW VLT MW2VLTSHH TTSHHHHHHHHHHHHTMHVLTTS VLTHH VLT2" DROP 2" DROP HHGMHHHH/////////////6' CLEF6' TEMP CLEF6' TEMP CLEF6' TEMP CLEF 6' TEMPCLEFSOUNDCOLLISIONCENTER 8' CLEF 5.5' CLEFPPPPPP SIGNLOADLIMITUSECROSSWALKSWPARK &RIDEUSECROSSWALK2' FNC GATE//6' CLEF5.5' CLEF6' CLEF BLDGEQUIPGAZEBOCONCELECEQUIPSIGN ONCONC BASESIGN ONCONC BASESIGN ONCONC BASE SIGN ONCONC BASE SOUNDCOLLISIONCENTER SW SWSWSWSWMAZDASIGNSWSWSW//////SIGN ONCONC BASE SIGN ONCONC BASECONC BASEREMOVED LT 4 BLRD3 BLRD3 BLRD 2 BLRDPM 6' TEMP CLEF6' CLEFWELCOME TOTRUCK CITY SIGNSIGN 2 BLRD/////////////////////////////3 BLRD6' TEMP CLEFSIGN ONCONC BASE BLDEQUIPSIGN POST ONCONC BASE6' CLEFSIGNPIVGATESTORAGESHED MISCVALV SHELTERCANOPY 15 MPHSIGNBLDGBLDGBLDGBLDGSSMHRIM=25.21NEEDS TRAFFICCONTROLSSMHRIM=26.31NEEDS TRAFFIC CONTROLSSMHRIM=24.31NEEDS TRAFFIC CONTROLSSMHRIM=28.66NEEDS TRAFFIC CONTROLSSMHRIM=28.75NEEDS TRAFFIC CONTROLSS METAL POLEMETAL POLEMETAL POLE////SL SL FOFO W SD SSSSCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCAST COMCAST COMCASTCOMCAST COMCAST COMCAST COMCAST COMCAST COMCASTCOMCAST COMCAST COMCAST FO COMCASTCENTURYLINKCENTURYLINK FO CENTURYLINK FO CENTURYLINK FOCENTURYLINK FO CENTURYLINK FOCENTURYLINK FOCENTURYLINK FOPSE2-PSE2-PSE3-PSEPSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSEPSEPSEPSEPSEPSEPSEPSEPSEPSE PSE PSE PSE PSE PSE PSE RENTONRENTONRENTONRENTONRENTONRENTONRENTONRENTON RENTON RENTON RENTON RENTONRENTON RENTON RENTON RENTONRENTONWSDOT FOWSDOT F O 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO2-ZAYO FO2-ZAYO FOPSE GAS PSE GASPSE GASPSE GAS PSE GAS PSE GAS PSE GAS PSE GASPSE GAS PSE GAS PSE GASPSE GAS PSE GASPSE GASPSE GAS UTIL VLTHH HHHH UNKNOWN UTILITY UTILVLTFOVLT HHHH HHELECVAULT HH2WM HHGVIRRG BOREHOLEGA-10EL=26.31BOREHOLESB-1EL=27.17BOREHOLEGA-14EL=26.36BOREHOLEP-14EL=25.43 BOREHOLEP-12EL=25.14 BOREHOLEGA-1EL=25.09 BOREHOLEGA-2EL=25.98 MWEL=25.08 BOREHOLERW10EL=25.30 MWGWMW-3EL=26.16 MWGWMW-4EL=26.41MWGWMW-2EL=26.06BOREHOLEGA-3EL=25.97MWGWMW-1EL=26.60 BOREHOLEGA-4EL=26.06BOREHOLESH-5EL=26.22BOREHOLEGA-8EL=26.69 BOREHOLEGA-5EL=27.71 BOREHOLEGA-7EL=27.67BOREHOLEGA-6EL=27.90BOREHOLESB-2EL=27.29BOREHOLEGA12EL=26.45BOREHOLEGA-13EL=26.06BOREHOLEP-15EL=25.66 1'11" DP1'11" DP2'6" DP5' DP1'4" DP2'2" DP3'1" DP 1'7" DP1'9" DP1'8" DP1'6" DP1'6" DP1'7" DP1'6" DP 1'9" DP 7'11" DP11' DP4'9" DP4'9" DP13'6" DP6'3" DP5'8" DP4'1" DP3'6" DP4'8" DP12'6" DP13'6" DP11'6"DP10' DP1'6" DP1'3" DP1'9" DP1'7" DP2'5" DP1'7" DP1'7" DP1'4" DP1'5" DP1'10" DP1' DP 1'10" DP1'11" DP 2' DP3'1" DP3'1" DP 2'2" DP 2'8" DP2'7" DP2'8" DP 3'6"DP 3'6" DP3'9" DP3'10" DP4'3" DP2'3" DP1'7" DP1'7" DP2'9" DP2'1" DP1'9" DP1'6" DP2'1" DP2'3" DP2'1" DP2'3" DP1'11" DP1'11" DP1'11" DP2'5" DP1'8" DP2'1" DP1'11" DP2'5" DP2' DP2'4"DP2'10" DP2'5" DP2' DP2' DP4'11" DP5'2" DP 4'6"DP3'5"DP 1'9" DP 2' DP1'9" DP5'7" DP2'7"DP2'4"DP2'4" DP 2' DP 1'10" DP 2'1" DP5'8" DP3' DP3'9" DP 3'6"DP 4'11" DP6'7" DP3'9" DP2'2" DP2'4" DP5'8" DP8'6" DP9'11" DP10' DP2'DP5'10" DP10' DP3'8" DP3'11"DP 5'1" DP5'3" DP5'2" DP6'4" DP6'3" DP6'7" DP 2' DP3'2"DP2'6" DP1'4" DP2'1" DP7' DP7' DP 2'8" DP4'11" DP6'3" DP 8' DP2'2" DP1'3"DP2'5" DP1'10" DP2'3" DP4'11" DP3'11" DP 2'8" DP3'6"DP3'10" DP2'7" DP2'4" DP3'4" DP3'10" DP3'5" DP3'2" DP3'11" DP3'9" DP2'4" DP3'3" DP5'5"DP4'10" DP4'4" DP5'3" DP1'10" DP1'2" DP1'6" DP 1'8" DP2'3" DP5'6" DP 4'8" DP5'8" DP3'11" DP6'1" DP6'4" DP6'1" DP5'4" DP4' DP5'4" DP4'11"DP 4' DP3'6" DP 5' DP5'11" DP6'9" DP5'4" DP7'11" DP6'7" DP4'5" DP 2'8" DP6'9" DP6' DP7'6" DP 5'6" DP 1'9" DP2'5" DP12"W12"W12"W12"W12"W12"W 12"W 12"W 12"W 12"WABAN-WABAN-WABAN-WABAN-WABAN-WABAN-WABAN-WABAN-WABAN-WABAN-W 12"W12"W12"W12"W12"W12"W400404 418CONC SEAMS (TYP)WVWVCOSSMHRIM EL=25.10IE 6" DI NE=23.3IE 6" PVC SW=22.83WAT=22.9 BOT=19.4IT IS BELIEVED THIS STRUCTUREAND THE ASSOCIATED PIPES MAYBE STORM DRAIN, NOT SEWER.2 BLRDFH HH3'11" DP4'11" DP3'5" DP 5'5" DP2'6" DP1'3" DP1'11" DP3'9" DP3'10" DP2'2" DP 2'2" DP1'5" DPBROADBANDVAULT2'11" DP 3' DP2'3" DP 1'11" DP1' 11" DP2'3" DP3'11" DP 4'11" DP5'2" DP4'4" DP1'7" DP 1' 8" DP2'5" DP1'11" DP 1'4" DP 1'5" DP1'7" DP2'8" DP2'4" DP2'6" DP5'5"DP6'7" DP 4'2" DP2'4" DP12' DP6'11"3'6" 4'8" 8'11"1'7"2'3'9"4'10"6'9"4'5"ED(TYP.)ED(TYP.)ED(TYP.)ED(TYP.)2'5"2'7"3'8"2'2"3'10"4'1"4'9"7"4'1"3'11"5'9"5"2'1"1'11"9"2'4"3'1"2'11"3'3"3'11"3'5'2"4'1"4'7"2'11"2'9"1'4"1'7"2'9"2'1"2'7"2'11"3'4"3'9"2'10"6'3"5'4"5'3"4'9"5'7"3'10"4'11"5'11"6'8"6'11"3'10"1'6"4'1"4'2"4'7"5'9"5'8"4'8"5'11"3'11"4'1"3'9"4'5"2'11"3'1"5'2"4'11"4'7"4'1"4'6"4'8"4'6"5'3"4'6"4'9"4'11"3'7"HHHHHHHHELEC VLT2 WMELEC VLT HHHH SLHHSOUTHRENTONRULES &REGULATIONSLOADLIMITLP W / SPEEDLIMIT SIGNSLHHHANDICAPGUIDELINESPERMITPRKGBIKESTORAGEHANDICAPNO PARKFIRE LANE WV ELECPEDGROUNDRODSTOPSIGN BUSINFO STOPSIGNSTOPSIGNBUSINFOHANDICAPSOUTHRENTONSOUTHRENTONSOUTHRENTONPERMITPRKGPERMITPRKG1.5' RET WALLPLANTER1.5' RET WALLPLANTERINLET PROTECTIONSILT FENCECOMPOST SOCKCONSTRUCTION FENCELEGEND:SFSF STABILIZED CONSTRUCTION ENTRANCECONCRETE WASHOUT AREA 20 40 SCALE IN FEET 01020 (1" = 20') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 04/12/2024 J. ALTCHECH 10/22/2024 4/12/2024 CIVIL TESC PLAN RAINIER STA 208+50 TO RAINIER STA 212+42.13 BT120-CTP103 BT120 J. YUEN S. GOGIA R. PARISH L. THOMSEN ------------------------ ------------------------ ------------------------ ------------------------ ------------------------ ------------------------ ------------------------ RTA/LR 0206-19 1"=20' NMATCHLINE: RAINIER STA 208+50SEE DWG BT120-CTP102No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY:03/22/24 | 12:44 PM | SAKSHIGC:\PWWORKING\JACOBS_B&I\SAKSHIG@OSBORNCONSULTING.COM\D0436120\S1-BT120-CTP101-107.DWGS1-BT120-CTP101-107 FACILITY ID: NOT FOR CONSTRUCTION 90% SUBMITTAL Xrefs: xS1-BT120-VRX001 xS1-BTP120-VSF100 xS1-BT120-CPP001 xBRT-CUD05-TB22x34 xS1-BTP120-GZK020 xS1-BT120-CAP001 xS1-BT120-CMP001 xS1-BT120-CTP001 xS1-BT120-CTN101 GB-SEAL-JY35420 OSBORNCONSULTINGINCORPORATEDMATCHLINESEE DWG BT120-CTP2014 102 103 106201202203204205SW 7TH STRAINIERAVE SHARDIEAVE SWSR-167KEY MAP SW GRADY WAY 101 104 105106 10711112211 052 GENERAL NOTES:1.CONTRACTOR SHALL MAINTAIN AND ADJUSTTEMPORARY EROSION AND SEDIMENT CONTROL(TESC), AS NEEDED.2.PROTECT EXISTING TREES AND SHRUBS UNLESSNOTED FOR REMOVAL. FOR SITE PREPARATIONPLANS, SEE DRAWINGS BT120-CSP101-106, ANDBT120-CSP201-205.3.PROTECT EXISTING DRAINAGE STRUCTURES SUCHAS CATCH BASINS, MANHOLES AND PIPES UNLESSNOTED FOR REMOVAL. SEE DRAWINGSBT120-CSP101-106, AND BT120-CSP201-205.4.FOR DRAINAGE PLANS, SEE DRAWINGSBT120-CDP101-106, AND BT120-CDP201-205.5.FOR ADDITIONAL INLET PROTECTION, A SANDBAGBARRIER SHALL BE PLACED UPSTREAM OF CATCHBASIN PER CITY OF RENTON STANDARD PLAN216.50.6.CLEARING LIMITS IN LANDSCAPING AREAS WITHINTHE PROJECT LIMITS SHALL BE DELINEATED WITH SILT FENCE INSTALLED AT A 2-FOOT OFFSET FROM THE INSIDE OF THE CHAIN LINK FENCE EXCEPT AT DRIVEWAY AND SIDEWALK LOCATIONS.. 7.AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. KEY NOTES: 1 INSTALL INLET PROTECTION WITH DANDY CURB SACK ORAPPROVED EQUAL. SEE DRAWING BT120-CTD102 FOR DETAILS. 2 INSTALL INLET PROTECTION PER COR STD PLAN 216.30 3 INSTALL SILT FENCE PER COR STD PLAN 214.00 7 INSTALL CONSTRUCTION FENCE.INLET PROTECTIONSILT FENCECOMPOST SOCKCONSTRUCTION FENCELEGEND:SFSF STABILIZED CONSTRUCTION ENTRANCECONCRETE WASHOUT AREAXXXXXXXXXXXXX XXX X XCONCHHVLTSSMH36"Ø CONCRIM=26.49IE 18" CONC NW=12.3IE 18" CONC E=12.3IE 8" CONC S=13.0RIM=25.85 CBRIM=26.78IE 8" DI S=25.5WAT=25.3 BOT=22.9 CBRIM=26.20 CBRIM=25.90SSSSSSSSSSSSSSSSSS18" CONCSW GRASSGRASS43" TREE45' DLN 32" TREE34' DLN 11" TREE31' DLN 5" TREE12' DLN 12" TREE28' DLN 11" TREE28' DLN 5" TREE11' DLN5" TREE11' DLN10" STUMP 11" STUMP 11" STUMPCONC BENCHCONC BENCHYIELDARTWORKLANDSCAPING MULTIPLE6" TREES35' DLNCONC SEAMS (TYP)OE OE OE OEOEOEOEOE SW SWEEHHHH2 HH HH2ELEC VLT HHEEEEEEE E E E E E E E EEEEEEEEEEEEEEEEEEEEEFOFOFOFOFOFOFOFOFOFO FO FO FO FO FO FO FO FO FO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOWWWWSDSDSDSDSDSDSDSDSDSDSDSDFOFOFOFOFOFOFOFOFOFOSDSDSDSDSDSDSDSDSDSDSDSDSDFOFOFOOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEINLETRIM EL=26.93NEEDS TRAFFIC CONTROL CB1.7' X 2.2' CONCRIM EL=26.55IE 4" CONC W=25.2WAT=25.2 BOT=24.9 CB1.9' X 2.4 CONCRIM EL=26.10IE 8" CONC S=24.4WAT=24.7 BOT=21.8SDSDINLETRIM EL=26.88NEEDS TRAFFIC CONTROL 4" CONC SLFOFOFO FOFOFOFOSSSSSSSSSSSSSSSSSSSSSSCOMCASTCOMCASTCOMCASTCENTURYLINK FOCENTURYLINK FO 2-PSE 2-PSE 2-PSEPSE2-ZAYO FO 2-ZAYO FO 2-ZAYO FOPOTHOLE SRTC-30GND=26.698" DI WTOP OF PIPE=21.810.5" CABLE COMMTOP OF CND=25.45 FOVLTPOTHOLE 39GND EL=27.282-6" PWR CNDTOP OF CND EL=24.10 POTHOLE 40GND EL=27.33DUG 5' DID NOT FIND POTHOLE 43GND EL=26.98DUG 6' DID NOT FINDPOTHOLE 42GND EL=26.982-6" POWER CNDGND EL=23.993'6" DP 5'9" DP 7'2" DP 6'11" DP 7' DP 6'6" DP 4'4" DP 4'3" DP 3'7" DP 2' DP 8'5" DP8'11" DP8'10" DP9' DP4'DP 3'7"DP 400 W WEEEEEEEEE TTTTTTCONC SEAMS (TYP)WVWV CCCCCB48"Ø CONCRIM EL=26.77IE 12" RCP W=22.4IE 8" CONC N=22.3IE 12" RCP E=22.2BOT=20.3SDSDSDSDSDSDSDSD SD SD SD SD SD SD SDSDSDSDSDMH2.0' X 1.5' CONCRIM EL=25.73IE 8" CONC SW=23.5IE 8" CONC E=22.2IE 12" RCP W=22.0IE 12" RCP N=22.0IE 12" RCP S=21.9WAT=21.7 BOT=21.4SDSD SDTH-7-AGND=26.926" PWRTOP OF CONDUIT=24.06 6' DP4' DP6'11"8'11"ED(TYP.)4'7"4'1"4'6"4'8"4'6"rec. no. 8702250475LIMITS OF PUBLIC UTILITYEASEMENT//////////////////////S GRADY WAYGRADY 151+00 GRADY 152+00 GRADY 153+00 GRADY 154+00 GRADY 155+00 GRADY 156+00SDSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSD SDCONCCONCCONCSIGNDEBRISSIGNSIGNSIGN////CONCUTUT UT UTHHHHHHHVLTVLTVLTVLTVLTVLT HH VLTS VLTBUS SHELTERTRASHBINBUSSIGNTRASHBINBUS SIGNPOWERCABINETSW SW SW SWDRWDRW YIELDBUSSIGNBUS SHELTERTRASHBIN YIELDSWSWSWDRW DRWSW SW DRW SW SW SWSW DRWCONC WALLSSMH36"Ø CONCRIM=25.17IE 8" PVC N=20.7IE 6" PVC W=20.7 SSMH36"Ø CONCRIM=27.97IE 8" VC NE=14.5IE 8" CONC S=13.9 SSMH36"Ø CONCRIM=26.49IE 18" CONC NW=12.3IE 18" CONC E=12.3IE 8" CONC S=13.0 SSMHRIM=27.27UNABLE TO OPENSSMH48"Ø CONCRIM=25.79IE 8" CONC NE=17.1IE 6" CONC E=18.5IE 8" DI SE=21.8IE 8" VC SW=18.2SSMHRIM=28.40IE 8" CONC N=13.2IE 18" CONC SE=10.4IE 18" CONC NW=10.236" CMP36" DI 30" CONC 30" CONC 27" CONC 27" CONC 27" CONC 24" CMP12" CONC4" CONC6" DI12" CPP12" CPP12" CONC 6" CONC 6" CONC 6" CONC6" PVC 12" DI 12" CONC 12" CONC6" CONC 15" CMP15" CMP6" CONC8" VC8" CONC 18" CONC HH TTTETS SLHHTMHGVCO2WVFOFO2FOMHGVGVGVCOITSVLT2TS LTVLT WV4WVLTVLT TC SLHHLTHHCENTURYLINKVLTWVELECVLTWVGVTS LTHHTS LTVLTELECVLT2 MISCMHTS-LTVLTGVGVSLHHHHLTHHTCHHFOFOMHFOFOMHFOFOMHTS LTHHMW LTHHTMHICVICV2WVTMHGV WVWVWV BROADBANDVLTLTHHICVICVICVICVICVHHWVWVELECVLTHHCOCOICVICV2HHWMELECVLTLT HHWVELEC VLT2WMWVLT HHELECVLTLTHHWMICV GV GATE CWSW SW YIELDFH CONCBENCH YIELD 4' WOOD FNC USECROSSWALK CW SWCO N C B E N C H CONC BENCHYIELDART W O R K CONCDRW35MPH DRWSW CONC SEAMS (TYP) SW SW SWDRWDRWECOEEEEEEEEW E EE EEEE WVWV3WVWVWV3WVWVWVWVWV3WVWVWVWVHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH3HHHHHH HH HHHH HHHHHHHHHH HH HH HHHH HH 2 HH HHELEC VLTELECVLTELEC VLT 4ELEC VLTELECVLTELECVLT 2ELEC VLT ELECVLT 3IRRG2IRRG 2IRRG GVGVGVWMHH MW WMELECVLT E HH2WVHHELECVLTHHHHWMCOMWGVGVGMWMWMWMWMWVWV3WVWVWMMWW VLT MW2VLTSHH TTSHHHHHHHHHHHHTMHVLTTS VLTHH VLT2" DROP 2" DROP HHGMFOFOFOFO FO FOFOFO6" CONC HH HH 16" CMP/////////////X6' CLEF6' TEMP CLEF X6' TEMP CLEF6' TEMP CLEF 6' TEMPCLEFSOUNDCOLLISIONCENTER 8' CLEF X 5.5' CLEFPPPPPP SIGNLOADLIMITUSECROSSWALKSWPARK &RIDEUSECROSSWALK2' FNC GATE//6' CLEF5.5' CLEF6' CLEF BLDGEQUIPGAZEBOCONCELECEQUIPSIGN ONCONC BASESIGN ONCONC BASESIGN ONCONC BASE SIGN ONCONC BASE SOUNDCOLLISIONCENTER SW SWSWSWSWMAZDASIGNSWSWSW//////SIGN ONCONC BASE SIGN ONCONC BASECONC BASEREMOVED LT 4 BLRD3 BLRD3 BLRD 2 BLRDPM 6' TEMP CLEF6' CLEFWELCOME TOTRUCK CITY SIGNSIGN 2 BLRD/////////////////////////////3 BLRD6' TEMP CLEFSIGN ONCONC BASE BLDEQUIPSIGN POST ONCONC BASE6' CLEFSIGNPIVGATESTORAGESHED MISCVALV SHELTERCANOPY 15 MPHSIGNBLDGBLDGBLDGBLDGINLETRIM EL=24.52NEEDS TRAFFIC CONTROLCBRIM=25.13NEEDS TRAFFIC CONTROL SSMHRIM=25.21NEEDS TRAFFICCONTROLSSMHRIM=26.31NEEDS TRAFFIC CONTROLSSMHRIM=24.31NEEDS TRAFFIC CONTROLSSMHRIM=28.66NEEDS TRAFFIC CONTROLSSMHRIM=28.75NEEDS TRAFFIC CONTROL 12" RCP8" CONC 8" CONC4" CONC30" CPP24" CPP 18" DI 18" DI 12" CPP 12" CPP12" CPPSS METAL POLEMETAL POLEMETAL POLE////SL SL FOFO W SD SSSSCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCAST COMCAST COMCASTCOMCAST COMCAST COMCAST COMCAST COMCAST COMCASTCOMCAST COMCAST COMCAST FO COMCASTCENTURYLINKCENTURYLINK FO CENTURYLINK FO CENTURYLINK FOCENTURYLINK FO CENTURYLINK FOCENTURYLINK FOCENTURYLINK FOPSE2-PSE2-PSE3-PSEPSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSEPSEPSEPSEPSEPSEPSEPSEPSEPSE PSE PSE PSE PSE PSE PSE RENTONRENTONRENTONRENTONRENTONRENTONRENTONRENTON RENTON RENTON RENTON RENTONRENTON RENTON RENTON RENTONRENTONWSDOT FOWSDOT F O 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO2-ZAYO FO 2-ZAYO FOPSE GAS PSE GASPSE GASPSE GAS PSE GAS PSE GAS PSE GAS PSE GASPSE GAS PSE GAS PSE GASPSE GAS PSE GASPSE GASPSE GAS UTIL VLTHH HHHH UNKNOWN UTILITY UTILVLTFOVLT HHHH HHELECVAULT HH2WM HHGVIRRG BOREHOLEGA-10EL=26.31BOREHOLESB-1EL=27.17BOREHOLEGA-14EL=26.36BOREHOLEP-14EL=25.43 BOREHOLEP-12EL=25.14 BOREHOLEGA-1EL=25.09 BOREHOLEGA-2EL=25.98 MWEL=25.08 BOREHOLERW10EL=25.30 MWGWMW-3EL=26.16 MWGWMW-4EL=26.41MWGWMW-2EL=26.06BOREHOLEGA-3EL=25.97MWGWMW-1EL=26.60 BOREHOLEGA-4EL=26.06BOREHOLESH-5EL=26.22BOREHOLEGA-8EL=26.69 BOREHOLEGA-5EL=27.71 BOREHOLEGA-7EL=27.67BOREHOLEGA-6EL=27.90BOREHOLESB-2EL=27.29BOREHOLEGA12EL=26.45BOREHOLEGA-13EL=26.06BOREHOLEP-15EL=25.66 7'11" DP11' DP4'9" DP4'9" DP13'6" DP6'3" DP5'8" DP4'1" DP 3'6" DP4'8" DP12'6" DP13'6" DP11'6"DP10' DP2'2" DP 2'8" DP2'7" DP2'8" DP 3'6" DP3'9" DP3'10" DP4'3" DP2'3" DP1'7" DP4'11" DP5'2" DP 4'6"DP3'5"DP 5'7" DP2'7"DP2'4"DP5'8" DP3' DP3'9" DP 3'6" DP4'11" DP6'7" DP3'9" DP2'2" DP2'4" DP5'8" DP8'6" DP9'11" DP10' DP2'DP5'10" DP10' DP3'8" DP3'11"DP 5'1" DP5'3" DP5'2" DP6'4" DP6'3" DP6'7" DP 2' DP3'2"DP2'6" DP1'4" DP2'1" DP7' DP7' DP 2'8" DP4'11" DP6'3" DP8' DP2'2" DP1'3"DP2'5" DP1'10" DP2'3" DP4'11" DP3'11" DP 2'8" DP3'6"DP3'10" DP2'7" DP2'4" DP3'4" DP3'10" DP3'5" DP3'2" DP3'11" DP3'9" DP2'4" DP3'3" DP5'5"DP4'10" DP4'4" DP5'3" DP1'10" DP1'2" DP1'6" DP 1'8" DP2'3" DP5'6" DP 4'8" DP5'8" DP3'11" DP6'1" DP6'4" DP6'1" DP5'4" DP4' DP5'4" DP4'11"DP4' DP3'6" DP 5' DP5'11" DP6'9" DP5'4" DP7'11" DP6'7" DP4'5" DP 2'8" DP6'9" DP6' DP7'6" DP 5'6" DP 1'9" DP2'5" DP12"W12"W12"W12"W12"W12"W 12"W 12"W 12"W 12"WABAN-WABAN-WABAN-WABAN-WABAN-WABAN-WABAN-WABAN-WABAN-WABAN-W 12"W12"W12"W12"W12"W12"W400404 418CONC SEAMS (TYP)WVWVCOSSMHRIM EL=25.10IE 6" DI NE=23.3IE 6" PVC SW=22.83WAT=22.9 BOT=19.4IT IS BELIEVED THIS STRUCTUREAND THE ASSOCIATED PIPES MAYBE STORM DRAIN, NOT SEWER.2 BLRDFH2'4'HH4'11" DP5'5" DP2'6" DP1'3" DP1'11" DP2'2" DP 2'2" DPBROADBANDVAULT2'11" DP 3' DP2'3" DP 1'11" DP2'3" DP3'11" DP 4'11" DP5'2" DP4'4" DP 5'5"DP6'7" DP 4'2" DP2'4" DP12' DP6'11"3'6"4'8"8'11"1'7"2'3'9"4'10"6'9"4'5"ED(TYP.)ED(TYP.)ED(TYP.)ED(TYP.)2'5"2'7"3'8"2'2"2'9"4'2'3'3'3'3'3'10"4'1"4'9"7"4'1"3'11"5'9"5"2'1"1'11"9"2'4"3'1"2'11"3'3"3'11"3'5'2"4'1"4'7"2'11"2'9"1'4"1'7"2'9"2'1"2'7"2'11"3'4"3'9"2'10"4'9"4'11"2'8"2'1"2'8"2'7"2'5"7"1'1"1'4"2'2'1"2'9"6'3"5'4"5'3"4'9"5'7"3'10"4'11"5'11"6'8"6'11"3'10"1'6"4'1"4'2"4'7"5'9"5'8"4'8"5'11"3'11"4'1"3'9"4'5"2'11"3'1"5'2"4'11"4'7"4'1"4'6"4'8"4'6"5'3"4'6"4'9"4'11"3'7"4'1'HHHHHHHHELEC VLT2 WMELEC VLT HHHH SLHHSOUTHRENTONRULES &REGULATIONSLOADLIMITLP W / SPEEDLIMIT SIGNSLHHHANDICAPGUIDELINESPERMITPRKGBIKESTORAGEHANDICAPNO PARKFIRE LANE WV ELECPEDGROUNDRODSTOPSIGN BUSINFO STOPSIGNSTOPSIGNBUSINFOHANDICAPSOUTHRENTONSOUTHRENTONSOUTHRENTONPERMITPRKGPERMITPRKG1.5' RET WALLPLANTER1.5' RET WALLPLANTER WSDOT LIMITED ACCESS SOURC E : A S - B U I L T WSDOT LIM I T E D A C C E S S SOURCE: AS-BUILT EXISTI N G B A T L A N E 20 40 SCALE IN FEET 01020 (1" = 20') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 04/12/2024 J. ALTCHECH 10/22/2024 4/12/2024 CIVIL TESC PLAN GRADY STA 151+00 TO GRADY STA 156+50 BT120-CTP104 BT120 J. YUEN S. GOGIA R. PARISH L. THOMSEN ------------------------ ------------------------ ------------------------ ------------------------ ------------------------ ------------------------ ------------------------ RTA/LR 0206-19 1"=20'NNo.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY:03/22/24 | 12:44 PM | SAKSHIGC:\PWWORKING\JACOBS_B&I\SAKSHIG@OSBORNCONSULTING.COM\D0436120\S1-BT120-CTP101-107.DWGS1-BT120-CTP101-107 FACILITY ID: NOT FOR CONSTRUCTION 90% SUBMITTAL Xrefs: xS1-BT120-VRX001 xS1-BTP120-VSF100 xS1-BT120-CPP001 xBRT-CUD05-TB22x34 xS1-BTP120-GZK020 xS1-BT120-CAP001 xS1-BT120-CMP001 xS1-BT120-CTP001 xS1-BT120-CTN101 GB-SEAL-JY35420 OSBORNCONSULTINGINCORPORATED 31 3 73MATCHLINE: GRADY STA 151+00SEE DWG BT120-CTP101MATCHLINE: GRADY STA 156+50SEE DWG BT120-CTP105MATCHLINE:SEE DWG BT120-CTP205 MATCHLINE:SEE DWG BT120-CTP204102103106201202203204205SW 7TH STRAINIERAVE SHARDIEAVE SWSR-167SW GRADY WAY 101 104 105 KEY MAP 106 1077712 053 X XUTVLTWAT=26.4 BOT=24.5 IE 16" CONC SE=20.9WAT=21.5 BOT=19.3SWTTTTTTTTTTTEEEEEEETHHHHHHHHHHTMHVLTTS VLTHH VLTHH EEEEEEEEEEEEEEEE EEEEEFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FOFOFOFOFOFOFOFOFOFOSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDFOHHHH16" CMP//////////////////////////XXXXXXX LOADLIMIT USECROSSWALKSWPARK &RIDEUSECROSSWALKXXXX2' FNC GATE//6' CLEF LANDSCAPINGLANDSCAPING SWMAZDASIGNSWSW SW///////////////////SHELTERCANOPY CB2.2' X 1.9' CONCRIM EL=25.02IE 12" RCP E=21.8WAT=21.9 BOT=20.4 CB1.9' X 2.2' CONCRIM EL=24.68IE 12" RCP NE=21.1IE 12" RCP W=21.0WAT=21.7 BOT=19.8CB1.9' X 2.2' CONCRIM EL=25.33IE 8" CONC E=23.8WAT=23.4 BOT=22.8 SDSDMHRIM=15.02NEEDS TRAFFIC CONTROL CBRIM=25.13NEEDS TRAFFIC CONTROL12" RCP8" CONC 8" CONCSLFO FO FOFOFOFOFOSDSDSSCENTURYLINK FO2-PSE 2-PSE 2-PSE 2-PSE2-ZAYO FO 2-ZAYO FO 2-ZAYO FOPOTHOLE SRTC-37GND=26.13DNF W POTHOLE SRTC-37AGND=26.17DNF WEEEEEPOTHOLE SRTC-35GND=26.42DNF W 7'11" DP11' DP4'9" DP4'9" DP13'6" DP6'3" DP12'6" DP13'6" DP11'6"DP10' DP 4'8" DP5'8" DP3'11" DP6'1" DP6'4" DP6'1" DP5'4" DPTTTTTTTTTTESDSDCB1.7' X 2.2' CONCRIM EL=25.85IE 8" CONC W=22.8IE 8" CONC N=22.8WAT=22.4 BOT=22.1SDHH 5'5"DP6'7" DPED(TYP.)5'3"4'6"4'9"4'11"3'7"REC NO. 910311084315' PUBLIC UTILITY EASEMENTREC NO. 7407300476ELECTRIC TRANSMISSION /DISTRIBUTION EASEMENT OVERPARCEL D REC NO. 7407300476ELECTRIC TRANSMISSION /DISTRIBUTION EASEMENT OVERPARCEL C APPROX CENTERLINE OF ESMREC NO 2924617, TO PSP&L.POWER POLES TO BE SET"NEAR" THIS LINE, BEING THEPROJECTED WEST LINE OFSHATTOCK AVE. NO ESMWIDTH PROVIDED IN THEREC NO. 86030200379,OVERHEAD POWER ESMT TOSEATTLE CITY LIGHTS GRADY WAY LAKE 399+48 LAKE 400+00 LAKE 401+00 GRADY 160+46GRADY 157+00 GRADY 158+00 GRADY 159+00 GRADY 160+00LAKE STA 400+00.05= GRADY STA 158+70.91 RAILAKDW 722+12RAILAKDW 719+00 RAILAKDW 720+00 RAILAKDW 721+00 = LAKE STA 401+91.32LAKE AVE SSDSDSDSFSFSFSFSFSFSFSFSFSFSF 1.50 SDGENERAL NOTES:1.CONTRACTOR SHALL MAINTAIN AND ADJUSTTEMPORARY EROSION AND SEDIMENT CONTROL(TESC), AS NEEDED.2.PROTECT EXISTING TREES AND SHRUBS UNLESSNOTED FOR REMOVAL. FOR SITE PREPARATIONPLANS, SEE DRAWINGS BT120-CSP101-106, ANDBT120-CSP201-205.3.PROTECT EXISTING DRAINAGE STRUCTURES SUCHAS CATCH BASINS, MANHOLES AND PIPES UNLESSNOTED FOR REMOVAL. SEE DRAWINGSBT120-CSP101-106, AND BT120-CSP201-205.4.FOR DRAINAGE PLANS, SEE DRAWINGSBT120-CDP101-106, AND BT120-CDP201-205.5.FOR ADDITIONAL INLET PROTECTION, A SANDBAGBARRIER SHALL BE PLACED UPSTREAM OF CATCHBASIN PER CITY OF RENTON STANDARD PLAN216.50.6.CLEARING LIMITS IN LANDSCAPING AREAS WITHINTHE PROJECT LIMITS SHALL BE DELINEATED WITH SILT FENCE INSTALLED AT A 2-FOOT OFFSET FROM THE INSIDE OF THE CHAIN LINK FENCE EXCEPT AT DRIVEWAY AND SIDEWALK LOCATIONS.. 7.AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. KEY NOTES: 2 INSTALL INLET PROTECTION PER COR STD PLAN 216.30 3 INSTALL SILT FENCE PER COR STD PLAN 214.00 7 INSTALL CONSTRUCTION FENCE.INLET PROTECTIONSILT FENCECOMPOST SOCKCONSTRUCTION FENCELEGEND:SFSF STABILIZED CONSTRUCTION ENTRANCECONCRETE WASHOUT AREA CONC CONCCONCSIGN DEBRISSIGNSIGNSIGN////CONCUTUT UT UTHHHHHHHVLTVLTVLTVLTVLT HH VLTS VLTBUS SHELTERTRASHBINBUSSIGNTRASHBINSW SW SW SWDRWDRW18" TREE±46' DLN YIELD 10" TREE±8' DLN10" TREE±10' DLN6" TREE±12' DLN4" TREE±22' DLN BUSSIGN 6" TREE±10' DLNBUS SHELTERTRASHBIN YIELD 6" TREE±16' DLN6" TREE±18' DLN6" TREE±12' DLN8" TREE±14' DLN8" TREE±20' DLN6" TREE±14' DLN6" TREE±14' DLN6" TREE±14' DLN6" TREE±14' DLN SW SWSWDRW DRWSW SW DRW SW SW SWSW DRWCONC WALLSSMH36"Ø CONCRIM=25.17IE 8" PVC N=20.7IE 6" PVC W=20.7 SSMH36"Ø CONCRIM=27.97IE 8" VC NE=14.5IE 8" CONC S=13.9 SSMH36"Ø CONCRIM=26.49IE 18" CONC NW=12.3IE 18" CONC E=12.3IE 8" CONC S=13.0 SSMHRIM=27.27UNABLE TO OPENSSMH48"Ø CONCRIM=25.79IE 8" CONC NE=17.1IE 6" CONC E=18.5IE 8" DI SE=21.8IE 8" VC SW=18.2SSMHRIM=28.40IE 8" CONC N=13.2IE 18" CONC SE=10.4IE 18" CONC NW=10.236" CMP36" DI 30" CONC 30" CONC 27" CONC 27" CONC 27" CONC 24" CMP12" CONC4" CONC6" DI12" CPP12" CPP12" CONC 6" CONC 6" CONC 6" CONC6" PVC 12" DI 12" CONC 12" CONC6" CONC 15" CMP15" CMP6" CONC8" VC8" CONC 18" CONC TTTETMHGVCO2WVFOFOGVGVGVCOWV4WVWVWVGV2 MISCMHGVGVFOFOFOMWTMHICVICV2WVTMHGVWVWVWV ICVICVICVICVICVWVWVCOCOICVICVWMWV2WMWVWMICVGV GATE CWSW SW YIELDFH CONCBENCH YIELD 9" TREE10' DLN6" TREE8' DLN8" TREE9' DLN 11" TREE10' DLN 11" TREE27' DLN14" TREE24' DLN10" TREE20' DLN14" TREE23' DLN14" TREE25' DLN 14" TREE25' DLN GRASS GRASS 4' WOOD FNC USECROSSWALK CW SW GRASS GRASS37" TREE40' DLN 43" TREE45' DLN32" TREE34' DLN 11" TREE31' DLN 5" TREE12' DLN12" TREE28' DLN 11" TREE28' DLN 5" TREE11' DLN5" TREE11' DLN 10" STUMP 11" STUMP 11" STUMP CONC B E N C H CONC BENCHYIELDARTWORKLANDSCAPINGCONCDRW35MPH5" TREE8' DLN5" TREE11' DLN5" TREE11' DLN6" TREE12' DLN5" TREE11' DLN5" TREE13' DLN 6" TREE12' DLN6" TREE13' DLN DRW5" TREE15' DLN 6" TREE14' DLN8" TREE16' DLN5" TREE12' DLNLANDSCAPING6" TREE14' DLNSW MULTIPLE6" TREES35' DLN 5" TREE8' DLN5" TREE11' DLN CONC SEAMS (TYP) LANDSCAPING SW SW SWLANDSCAPINGDRWDRWGRASSECOEEEEEEEEW E EE EEEE WVWV3WVWVWV3WVWVWVWVWV3WVWVWVWV3IRRG2IRRG2IRRGGVGVGVWM MW WM E 2WVWMCOMWGVGVGMWMWMWMWMWVWV3WVWVWMMWW VLT MW2VLTSHH TTMHGMFOFOFOFO FO FOFOFO6" CONC 16" CMP/////////////X6' CLEF6' TEMP CLEF X6' TEMP CLEF6' TEMP CLEF 6' TEMPCLEFSOUNDCOLLISIONCENTER 8' CLEF X 5.5' CLEF SIGN4" TREE10' DLNLOADLIMITUSECROSSWALKSWPARK &RIDEUSECROSSWALK2' FNC GATE//6' CLEF5.5' CLEF6' CLEF BLDGEQUIPGAZEBOCONCSIGN ONCONC BASESIGN ONCONC BASESIGN ONCONC BASE SIGN ONCONC BASE SOUNDCOLLISIONCENTER LANDSCAPINGLANDSCAPINGLANDSCAPINGLANDSCAPINGLANDSCAPING2 11" TREES32' DLNMULTIPLE5-7" TREES20' DLN SW SWSWSWSWLANDSCAPINGMAZDASIGNGRASSSWSWSW//////SIGN ONCONC BASE SIGN ONCONC BASE5" TREE8' DLN4" TREE7' DLNCONC BASEREMOVED LT 4 BLRD3 BLRD3 BLRD 2 BLRD 6' TEMP CLEF6' CLEFWELCOME TOTRUCK CITY SIGNSIGN 2 BLRD3 BLRD6' TEMP CLEFSIGN ONCONC BASE SIGN POST ONCONC BASE6' CLEFSIGNPIVGATESTORAGESHED MISCVALV SHELTERCANOPY 15 MPHSIGNBLDGBLDGBLDGBLDGINLETRIM EL=24.52NEEDS TRAFFIC CONTROLCBRIM=25.13NEEDS TRAFFIC CONTROL SSMHRIM=25.21NEEDS TRAFFICCONTROLSSMHRIM=26.31NEEDS TRAFFIC CONTROLSSMHRIM=24.31NEEDS TRAFFIC CONTROLSSMHRIM=28.66NEEDS TRAFFIC CONTROLSSMHRIM=28.75NEEDS TRAFFIC CONTROL 12" RCP8" CONC 8" CONC4" CONC30" CPP24" CPP 18" DI 18" DI 12" CPP 12" CPP12" CPPSS METAL POLEMETAL POLEMETAL POLE////SL SL FOFO W SD SSCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCAST COMCAST COMCASTCOMCAST COMCAST COMCAST COMCAST COMCAST COMCASTCOMCAST COMCAST COMCAST FO COMCASTCENTURYLINKCENTURYLINK FO CENTURYLINK FO CENTURYLINK FOCENTURYLINK FO CENTURYLINK FOCENTURYLINK FOCENTURYLINK FOPSE2-PSE2-PSE3-PSEPSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSEPSEPSEPSEPSEPSEPSEPSEPSEPSE PSE PSE PSE PSE PSE PSE RENTONRENTONRENTONRENTONRENTONRENTONRENTONRENTON RENTON RENTON RENTON RENTONRENTON RENTON RENTON RENTONRENTONWSDOT FOWSDOT F O 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO2-ZAYO FO2-ZAYO FOPSE GAS PSE GASPSE GASPSE GAS PSE GAS PSE GAS PSE GAS PSE GASPSE GAS PSE GAS PSE GASPSE GAS PSE GASPSE GASPSE GAS FOVLT 2WM HHGVIRRG BOREHOLEGA-10EL=26.31BOREHOLESB-1EL=27.17BOREHOLEGA-14EL=26.36BOREHOLEP-14EL=25.43 BOREHOLEP-12EL=25.14 BOREHOLEGA-1EL=25.09 BOREHOLEGA-2EL=25.98 MWEL=25.08 BOREHOLERW10EL=25.30 MWGWMW-3EL=26.16 MWGWMW-4EL=26.41MWGWMW-2EL=26.06BOREHOLEGA-3EL=25.97MWGWMW-1EL=26.60 BOREHOLEGA-4EL=26.06BOREHOLESH-5EL=26.22BOREHOLEGA-8EL=26.69 BOREHOLEGA-5EL=27.71 BOREHOLEGA-7EL=27.67BOREHOLEGA-6EL=27.90BOREHOLESB-2EL=27.29BOREHOLEGA12EL=26.45BOREHOLEGA-13EL=26.06BOREHOLEP-15EL=25.66 5'4" DP6'8" DP5' DP4' DP4' DP 3' DP3'9" DP3'4" DP2'11" DP6'9" DP1'DP1'11" DP2'3"DP2' DP2' DP3'11" DP 3'6" DP 5'9" DP7'2" DP6'11" DP7' DP 6'6" DP 4'4" DP4'3" DP3'7" DP2' DP 7'11" DP11' DP4'9" DP4'9" DP13'6" DP6'3" DP5'8" DP4'1" DP3'6" DP4'8" DP12'6" DP13'6" DP11'6"DP10' DP8'5" DP8'11" DP8'10" DP9' DP2'2" DP 2'8" DP2'7" DP2'8" DP 3'6" DP3'9" DP3'10" DP4'3" DP2'3" DP1'7" DP5'4" DP4'DP3'7"DP4'11" DP5'2" DP 4'6"DP3'5"DP 5'7" DP2'7"DP2'4"DP5'8" DP3' DP3'9" DP 3'6"DP 4'11" DP6'7" DP3'9" DP2'2" DP2'4" DP5'8" DP8'6" DP9'11" DP10' DP2'DP5'10" DP10' DP3'8" DP3'11"DP 5'1" DP5'3" DP5'2" DP6'4" DP6'3" DP6'7" DP 2' DP3'2"DP2'6" DP1'4" DP2'1" DP7' DP7' DP 2'8" DP4'11" DP6'3" DP 8' DP2'2" DP1'3"DP2'5" DP1'10" DP2'3" DP4'11" DP3'11" DP 2'8" DP3'6"DP3'10" DP2'7" DP2'4" DP3'4" DP3'10" DP3'5" DP3'2" DP3'11" DP3'9" DP2'4" DP3'3" DP5'5"DP4'10" DP4'4" DP5'3" DP1'10" DP1'2" DP1'6" DP 1'8" DP2'3" DP5'6" DP 4'8" DP5'8" DP3'11" DP6'1" DP6'4" DP6'1" DP5'4" DP4' DP5'4" DP4'11"DP 4' DP3'6" DP 5' DP5'11" DP6'9" DP5'4" DP7'11" DP6'7" DP4'5" DP 2'8" DP6'9" DP6' DP7'6" DP 5'6" DP 1'9" DP2'5" DP2'DP 12"W12"W12"W12"W12"W12"W 12"W 12"W 12"W 12"WABAN-WABAN-WABAN-WABAN-WABAN-WABAN-WABAN-WABAN-WABAN-WABAN-W 12"W12"W12"W12"W12"W12"W400404 418CONC SEAMS (TYP)WVWVCOSSMHRIM EL=25.10IE 6" DI NE=23.3IE 6" PVC SW=22.83WAT=22.9 BOT=19.4IT IS BELIEVED THIS STRUCTUREAND THE ASSOCIATED PIPES MAYBE STORM DRAIN, NOT SEWER.2 BLRDFH2'4'4'11" DP5'5" DP2'6" DP1'3" DP1'11" DP2'2" DP 2'2" DPBROADBANDVAULT2'11" DP 3' DP2'3" DP 1'11" DP2'3" DP3'11" DP 4'11" DP5'2" DP4'4" DP4'5" DP5'6" DP 6' DP4' DP 5'5"DP6'7" DP 4'2" DP2'4" DP12' DP6'11"3'6" 4'8" 8'11"1'7"2'3'9"4'10"6'9"4'5"ED(TYP.)ED(TYP.)ED(TYP.)ED(TYP.)2'5"2'7"3'8"2'2"2'9"4'2'3'3'3'3'3'10"4'1"4'9"7"4'1"3'11"5'9"5"2'1"1'11"9"2'4"3'1"2'11"3'3"3'11"3'5'2"4'1"4'7"2'11"2'9"1'4"1'7"2'9"2'1"2'7"2'11"3'4"3'9"2'10"4'9"4'11"2'8"2'1"2'8"2'7"2'5"7"1'1"1'4"2'2'1"2'9"6'3"5'4"5'3"4'9"5'7"3'10"4'11"5'11"6'8"6'11"3'10"1'6"4'1"4'2"4'7"5'9"5'8"4'8"5'11"3'11"4'1"3'9"4'5"2'11"3'1"5'2"4'11"4'7"4'1"4'6"4'8"4'6"5'3"4'6"4'9"4'11"3'7"4'1'8" TREE20' DLN8" TREE15' DLN 10" TREE20' DLN6" TREE10' DLN8" TREE20' DLN8" TREE20' DLN12" TREE20' DLN2 WM 8" TREE20' DLN6" TREE20' DLN8" TREE20' DLN10" TREE20' DLN 12" TREE25' DLN8" TREE20' DLN SOUTHRENTONRULES &REGULATIONSLOADLIMITLP W / SPEEDLIMIT SIGNHANDICAPGUIDELINESPERMITPRKGBIKESTORAGEHANDICAPNO PARKFIRE LANE WVSTOPSIGN BUSINFO STOPSIGNSTOPSIGNBUSINFO6" TREE30' DLN HANDICAPBUS STOPCANOPYBUS STOPCANOPYSOUTHRENTON SOUTHRENTONSOUTHRENTONPERMITPRKGPERMITPRKG1.5' RET WALLPLANTER1.5' RET WALLPLANTER 20 40 SCALE IN FEET 01020 (1" = 20')NMATCHLINE: GRADY STA 156+50SEE DWG BT120-CTP104MATCHLINE: LAKE STA 401+50SEE DWG BT120-CTP106MATCHLINESEE DWG BT120-CTP2042 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 04/12/2024 J. ALTCHECH 10/22/2024 4/12/2024 CIVIL TESC PLAN GRADY STA 156+50 TO GRADY STA 160+46.15 BT120-CTP105 BT120 J. YUEN S. GOGIA R. PARISH L. THOMSEN ------------------------ ------------------------ ------------------------ ------------------------ ------------------------ ------------------------ ------------------------ RTA/LR 0206-19 1"=20' 3 23 2EXISTING CHAIN LINKFENCE TO REMAIN No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY:03/22/24 | 12:44 PM | SAKSHIGC:\PWWORKING\JACOBS_B&I\SAKSHIG@OSBORNCONSULTING.COM\D0436120\S1-BT120-CTP101-107.DWGS1-BT120-CTP101-107 FACILITY ID: NOT FOR CONSTRUCTION 90% SUBMITTAL Xrefs: xS1-BT120-VRX001 xS1-BTP120-VSF100 xS1-BT120-CPP001 xBRT-CUD05-TB22x34 xS1-BTP120-GZK020 xS1-BT120-CAP001 xS1-BT120-CMP001 xS1-BT120-CTP001 xS1-BT120-CTN101 GB-SEAL-JY35420 OSBORNCONSULTINGINCORPORATED 102 103 106201202203204205SW 7TH STRAINIERAVE SHARDIEAVE SWSR-167SW GRADY WAY 101 104 105 KEY MAP 106 107737 054 GENERAL NOTES:1.CONTRACTOR SHALL MAINTAIN AND ADJUSTTEMPORARY EROSION AND SEDIMENT CONTROL(TESC), AS NEEDED.2.PROTECT EXISTING TREES AND SHRUBS UNLESSNOTED FOR REMOVAL. FOR SITE PREPARATIONPLANS, SEE DRAWINGS BT120-CSP101-106, ANDBT120-CSP201-205.3.PROTECT EXISTING DRAINAGE STRUCTURES SUCHAS CATCH BASINS, MANHOLES AND PIPES UNLESSNOTED FOR REMOVAL. SEE DRAWINGSBT120-CSP101-106, AND BT120-CSP201-205.4.FOR DRAINAGE PLANS, SEE DRAWINGSBT120-CDP101-106, AND BT120-CDP201-205.5.FOR ADDITIONAL INLET PROTECTION, A SANDBAGBARRIER SHALL BE PLACED UPSTREAM OF CATCHBASIN PER CITY OF RENTON STANDARD PLAN216.50.6.CLEARING LIMITS IN LANDSCAPING AREAS WITHINTHE PROJECT LIMITS SHALL BE DELINEATED WITH SILT FENCE INSTALLED AT A 2-FOOT OFFSET FROM THE INSIDE OF THE CHAIN LINK FENCE EXCEPT AT DRIVEWAY AND SIDEWALK LOCATIONS.. 7.AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. KEY NOTES: 2 INSTALL INLET PROTECTION PER COR STD PLAN 216.30 3 INSTALL SILT FENCE PER COR STD PLAN 214.00 4 INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02.WHEN COMPOST SOCKS ARE USED ON PAVEMENT, HEAVYCONCRETE BLOCKS SHALL BE USED BEHIND THE COMPOSTSOCKS TO HELP STABILIZE DURING RAINFALL/RUNOFFEVENTS. 7 INSTALL CONSTRUCTION FENCE.10 POTENTIAL TEMPORARY SEDIMENT STORAGE TANKS ANDSTORMWATER TREATMENT SYSTEM SET-UP AREA.CONTRACTOR TO FIELD LOCATE AS NECESSARY. USE THISSYSTEM PRIOR TO WATER QUALITY FACILITY CONSTRUCTIONOR IN CONJUNCTION WITH TEMPORARY SURFACE WATERDETENTION VAULT TO MEET THE SITE FLOW AND WATERQUALITY DISCHARGE REQUIREMENTS.INLET PROTECTIONSILT FENCECOMPOST SOCKCONSTRUCTION FENCELEGEND:SFSF STABILIZED CONSTRUCTION ENTRANCECONCRETE WASHOUT AREASDMH36"Ø CONCRIM=25.24N PIPE NOT VISIBLEIE 24" CMP E=19.3IE 27" CONC SW=19.2WAT=20.6 BOT=19.1CB2.2' X 1.9' CONCRIM=24.95IE 16" CONC SE=20.9WAT=21.5 BOT=19.3CB2.3' X 1.9' CONCRIM=25.94IE 12" CONC S=20.5IE 12" CONC NW=20.3WAT=20.7 BOT=19.2SD SD SD SD SDSD SD27" CONC24" CMP12" CONC EHH2WVHHELECVLTHHHHEEESDSDSDSDSDSDSDSDSD 16" CMPXXXXXXXXXX XXXXXXXXXXXXX 5.5' CLEFPPSIGN4" TREE10' DLN6' CLEFLANDSCAPING LANDSCAPINGLANDSCAPING2 11" TREES32' DLNMULTIPLE5-7" TREES20' DLNSWSW SW SWSWLANDSCAPING2 BLRDOEOEOEOEOE OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE OEOEOE OE OEOEOEOE OE OEOEOEOE OE15 MPHSIGNCBRIM=27.30UNABLE TO ACCESSSDSDSDSD2-PSEBOREHOLEGA-7EL=27.67BOREHOLEGA-6EL=27.901'7" DP 2'2" DP2'5" DP 4' DP2'5" DP2'2" DP1'11" DP 2' DP 2'1" DP 2'2" DP 1'11" DP1'6" DP2'4" DP2'4" DP2'4" DP4182'4" DP1' DP1' DP1'7"1'11"2'2"1'0'11"1'2"1'10"2'9"2'3"3'3'4"1'3"4'2'6"2'3'2'5"2'7"3'8"2'2"1'7"HH8" TREE20' DLN8" TREE15' DLN10" TREE20' DLN2 WMELEC VLT10" TREE20' DLN///////////////HANDICAPFIRE LANEWVELECPEDGROUNDRODSTOPSIGNBUSINFOBUS STOPCANOPYSOUTHRENTONPLANTER^^^^^^^LAKE AVE S N TC 518+75N TC 518+00LAKE AVE S SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSF1.50SF SFCONC CONCCONCSIGNSIGNSIGNSIGN////CONCUTUT UT UTHHHHHHHVLTVLTVLTVLTVLT HH VLTS VLTBUS SHELTER DRW DRWBUS SHELTERDRW DRW DRW DRWTTTTMHGV2WVGVGVGVWV4WVWVWVGV2 MISCMHGVGVMWTMH2WVTMHGVWVWVWV WVWVWMWV2WMWVWMGV GATE FH 4' WOOD FNC DRW DRW CONC SEAMS (TYP)DRWCOWVWV3WVWVWV3WVWVWVWVWV3WVWVWVWV3IRRG2IRRG2IRRGGVGVGVWM MW WM 2WVWMCOMWGVGVGMWMWMWMWMWVWV3WVWVWMMWW VLT MW2VLTSHH TTMHGM6' CLEF6' TEMP CLEF6' TEMP CLEF6' TEMP CLEF 6' TEMPCLEF 8' CLEF 5.5' CLEF2' FNC GATE 6' CLEF5.5' CLEF6' CLEF GAZEBOCONC 4 BLRD3 BLRD3 BLRD 2 BLRD 6' TEMP CLEF6' CLEF 2 BLRD3 BLRD6' TEMP CLEF 6' CLEFPIVGATE MISCVALV SHELTERCANOPYBLDGBLDGBLDGBLDGSS METAL POLEMETAL POLEMETAL POLE////SL SL FOFO W SD SSSSCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCAST COMCAST COMCASTCOMCAST COMCAST COMCAST COMCAST COMCAST COMCASTCOMCAST COMCAST COMCAST FO COMCASTCENTURYLINKCENTURYLINK FO CENTURYLINK FO CENTURYLINK FOCENTURYLINK FO CENTURYLINK FOCENTURYLINK FOCENTURYLINK FOPSE2-PSE2-PSE3-PSEPSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSEPSEPSEPSEPSEPSEPSEPSEPSEPSE PSE PSE PSE PSE PSE PSE RENTONRENTONRENTONRENTONRENTONRENTONRENTONRENTON RENTON RENTON RENTON RENTONRENTON RENTON RENTON RENTONRENTONWSDOT FOWSDOT F O 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO2-ZAYO FO2-ZAYO FOPSE GAS PSE GASPSE GASPSE GAS PSE GAS PSE GAS PSE GAS PSE GASPSE GAS PSE GAS PSE GASPSE GAS PSE GASPSE GASPSE GAS FOVLT 2WM HHGVIRRG BOREHOLEGA-10EL=26.31BOREHOLESB-1EL=27.17BOREHOLEGA-14EL=26.36BOREHOLEP-14EL=25.43 BOREHOLEP-12EL=25.14 BOREHOLEGA-1EL=25.09 BOREHOLEGA-2EL=25.98 MWEL=25.08 BOREHOLERW10EL=25.30 MWGWMW-3EL=26.16 MWGWMW-4EL=26.41MWGWMW-2EL=26.06BOREHOLEGA-3EL=25.97MWGWMW-1EL=26.60 BOREHOLEGA-4EL=26.06BOREHOLESH-5EL=26.22BOREHOLEGA-8EL=26.69 BOREHOLEGA-5EL=27.71 BOREHOLEGA-7EL=27.67BOREHOLEGA-6EL=27.90BOREHOLESB-2EL=27.29BOREHOLEGA12EL=26.45BOREHOLEGA-13EL=26.06BOREHOLEP-15EL=25.66 7'11" DP11' DP4'9" DP4'9" DP13'6" DP6'3" DP5'8" DP4'1" DP3'6" DP4'8" DP12'6" DP13'6" DP11'6"DP10' DP3' DP3'9" DP 3'6"DP 3'11"DP6'4" DP6'3" DP6'7" DP 7' DP7' DP 2'8" DP4'11" DP6'3" DP 8' DP2'2" DP1'3"DP2'7" DP2'4" DP3'4" DP3'10" DP3'5" DP3'2" DP3'11" DP3'9" DP5'5"DP4'10" DP4'4" DP5'3" DP1'10" DP1'2" DP1'6" DP 400404 418CONC SEAMS (TYP)WVWVCO2 BLRDFH2'2" DP BROADBANDVAULT3'11" DP 4'2" DP2'4" DP12' DP6'11"3'6" 4'8" 8'11"1'7"2'3'9"4'10"6'9"4'5"ED(TYP.)ED(TYP.)ED(TYP.)ED(TYP.)3'10"4'1"4'9"7"4'1"3'11"5'9"5"2'1"1'11"9"2'4"3'1"2'11"3'3"3'11"3'5'2"4'1"4'7"2'11"2'9"1'4"1'7"2'9"2'1"2'7"2'11"3'4"3'9"2'10"4'9"4'11"2'8"2'1"2'8"2'7"2'5"7"1'1"1'4"2'2'1"2'9"2 WM BIKESTORAGEWV6" TREE30' DLN 1.5' RET WALLPLANTER1.5' RET WALLPLANTERS GRADY WAY LAKE AVE SRAINIER AVE S S 7TH ST WSDOT LIMITED ACCESSSOURC E : A S - B U I L T WSDOT LIM I T E D A C C E S S SOURCE: AS-BUILT EXISTI N G B A T L A N E HARDIE AVE SW S GRADY WAYRAINIER AVE SRAINIER AVE S SW GRADY WAY S GRADY WAY SW 7TH ST LAKE AVE S 20 40 SCALE IN FEET 01020 (1" = 20') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 04/12/2024 J. ALTCHECH 10/22/2024 4/12/2024 CIVIL TESC PLAN LAKE STA 401+50 TO LAKE STA 405+50 BT120-CTP106 BT120 J. YUEN S. GOGIA R. PARISH L. THOMSEN ------------------------ ------------------------ ------------------------ ------------------------ ------------------------ ------------------------ ------------------------ RTA/LR 0206-19 1"=20'NNo.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY:03/22/24 | 12:44 PM | SAKSHIGC:\PWWORKING\JACOBS_B&I\SAKSHIG@OSBORNCONSULTING.COM\D0436120\S1-BT120-CTP101-107.DWGS1-BT120-CTP101-107 FACILITY ID: NOT FOR CONSTRUCTION 90% SUBMITTAL Xrefs: xS1-BT120-VRX001 xS1-BTP120-VSF100 xS1-BT120-CPP001 xBRT-CUD05-TB22x34 xS1-BTP120-GZK020 xS1-BT120-CAP001 xS1-BT120-CMP001 xS1-BT120-CTP001 xS1-BT120-CTN101 GB-SEAL-JY35420 OSBORNCONSULTINGINCORPORATED 22222EXISTING FENCE SYSTEMTO REMAIN 4EXISTING FENCESYSTEM TO BEREMOVED7210MATCHLINE: LAKE STA 401+50SEE DWG BT120-CTP105 MATCHLINE:SEE DWG BT120-CTP204 MATCHLINE:SEE DWG BT120-CTP202 102 103 106201202203204205SW 7TH STRAINIERAVE SHARDIEAVE SWSR-167SW GRADY WAY 101 104 105 KEY MAP 107106477342272 055 GENERAL NOTES:1.CONTRACTOR SHALL MAINTAIN AND ADJUSTTEMPORARY EROSION AND SEDIMENT CONTROL(TESC), AS NEEDED.2.PROTECT EXISTING TREES AND SHRUBS UNLESSNOTED FOR REMOVAL. FOR SITE PREPARATIONPLANS, SEE DRAWINGS BT120-CSP101-106, ANDBT120-CSP201-205.3.PROTECT EXISTING DRAINAGE STRUCTURES SUCHAS CATCH BASINS, MANHOLES AND PIPES UNLESSNOTED FOR REMOVAL. SEE DRAWINGSBT120-CSP101-106, AND BT120-CSP201-205.4.FOR DRAINAGE PLANS, SEE DRAWINGSBT120-CDP101-106, AND BT120-CDP201-205.5.FOR ADDITIONAL INLET PROTECTION, A SANDBAGBARRIER SHALL BE PLACED UPSTREAM OF CATCHBASIN PER CITY OF RENTON STANDARD PLAN216.50.6.CLEARING LIMITS IN LANDSCAPING AREAS WITHINTHE PROJECT LIMITS SHALL BE DELINEATED WITH SILT FENCE INSTALLED AT A 2-FOOT OFFSET FROM THE INSIDE OF THE CHAIN LINK FENCE EXCEPT AT DRIVEWAY AND SIDEWALK LOCATIONS.. 7.AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL.WWWWWWWWWWWWWWWWWWSDSDSDSDSDSDSDSDSDSDSD3'2"3'4'2'3'1'8"1'2"1'2"2'7"HHHHHHHHELEC VLT10" TREE20' DLN 6" TREE10' DLN 8" TREE20' DLN8" TREE20' DLN 12" TREE20' DLNELEC VLT HHHH8" TREE20' DLN6" TREE20' DLN8" TREE20' DLN 12" TREE25' DLN8" TREE20' DLN SLHHSOUTHRENTONRULES &REGULATIONSLOADLIMITLP W / SPEEDLIMIT SIGNSLHH//////////////////////////////////////HANDICAPGUIDELINESPERMITPRKGBIKESTORAGEELECPEDGROUNDROD BUSINFO STOPSIGNSTOPSIGNHANDICAPBUS STOPCANOPYBUS STOP SOUTHRENTONSOUTHRENTON SDMH48"Ø CONCRIM EL=25.45IE 8" PVC W=22.8BOT=17.5 CB1.5' X 2.0' CONCRIM EL=25.84IE 8" CPP SW=23.1WAT=23.1 BOT=21.5CB2.0' X 1.5' CONCRIM EL=25.85IE 8" CPP NE=23.1IE 8" CPP S=23.0WAT=23.1 BOT=21.4CB1.3' X 2.6' CONCRIM EL=25.30IE 6" CONC S=23.8BOT=23.7CB1.5' X 2.0' CONCRIM EL=25.42IE 8" PVC E=23.7WAT=23.9 BOT=23.4 CB2.0' X 1.5' CONCRIM EL=25.49IE 8" PVC S=24.1WAT=24.1 BOT=23.4SDSDSD SDSDSDSDSDCB1.5' X 2.0' CONCRIM EL=25.13IE 6" CONC N=23.1IE 10" CONC SE=23.1WAT=23.1 BOT=23.1PERMITPRKGPERMITPRKG1.5' RET WALLPLANTER1.5' RET WALL APPROX CENTERLINE OF RECNO 2554795, TO PSP&L FOR ASINGLE LINE OF POLES. NOESMT WIDTH RECITED IN DOC.BUT THIS ESMT IS NOTSHOWN ON THE WSDOTSUNDRY SITE PLAN.10' SEWER EASEMENT TOCITY, AFN 5292274 10' UTIL ESMT TO SEATTLECITY LIGHT, REC NO.8205280520 LAKE 408+29LAKE 406+00 LAKE 407+00 LAKE 408+00 CONC CONCCONCSIGN DEBRISSIGNSIGNSIGN////CONCUTUT UT UTHHHHHHHVLTVLTVLTVLTVLT HH VLTS VLTBUS SHELTERTRASHBIN TRASHBINSW SW SW SWDRWDRWBUS SHELTERTRASHBINSW SWSWDRW DRWSW SW DRW SW SW SWSW DRWSSMH36"Ø CONCRIM=25.17IE 8" PVC N=20.7IE 6" PVC W=20.7 SSMH36"Ø CONCRIM=27.97IE 8" VC NE=14.5IE 8" CONC S=13.9 SSMH36"Ø CONCRIM=26.49IE 18" CONC NW=12.3IE 18" CONC E=12.3IE 8" CONC S=13.0 SSMHRIM=27.27UNABLE TO OPENSSMH48"Ø CONCRIM=25.79IE 8" CONC NE=17.1IE 6" CONC E=18.5IE 8" DI SE=21.8IE 8" VC SW=18.2SSMHRIM=28.40IE 8" CONC N=13.2IE 18" CONC SE=10.4IE 18" CONC NW=10.236" CMP36" DI 30" CONC 30" CONC 27" CONC 27" CONC 27" CONC 24" CMP12" CONC4" CONC6" DI12" CPP12" CPP12" CONC 6" CONC 6" CONC 6" CONC6" PVC 12" DI 12" CONC 12" CONC6" CONC 15" CMP15" CMP6" CONC8" VC8" CONC 18" CONC TTTTMHGVCO2WVGVGVGVCOWV4WVWVWVGV2 MISCMHGVGVMWTMHICVICV2WVTMHGVWVWVWV ICV ICVICVICVICVWVWVCOCOICVICVWMWV2WMWVWMICVGV GATE CWSW SW FH 4' WOOD FNC CW SWART W O R K DRW DRWSW CONC SEAMS (TYP) SW SW SWDRWDRWCOWWVWV3WVWVWV3WVWVWVWVWV3WVWVWVWV3IRRG2IRRG2IRRGGVGVGVWMMWWM 2WVWMCOMWGVGVGMWMWMWMWMWVWV3WVWVWMMWW VLT MW2VLTSHH TTMHGM6" CONC 16" CMP/////////////X6' CLEF6' TEMP CLEF X6' TEMP CLEF6' TEMP CLEF 6' TEMPCLEF 8' CLEF X 5.5' CLEF SW2' FNC GATE//6' CLEF5.5' CLEF6' CLEF BLDGEQUIPGAZEBOCONC SW SWSWSWSWSWSWSW//////4 BLRD3 BLRD3 BLRD 2 BLRD 6' TEMP CLEF6' CLEF 2 BLRD/////////////////////////////3 BLRD6' TEMP CLEF 6' CLEFPIVGATESTORAGESHED MISCVALV SHELTERCANOPYBLDGBLDGBLDGBLDGINLETRIM EL=24.52NEEDS TRAFFIC CONTROLCBRIM=25.13NEEDS TRAFFIC CONTROL SSMHRIM=25.21NEEDS TRAFFICCONTROLSSMHRIM=26.31NEEDS TRAFFIC CONTROLSSMHRIM=24.31NEEDS TRAFFIC CONTROLSSMHRIM=28.66NEEDS TRAFFIC CONTROLSSMHRIM=28.75NEEDS TRAFFIC CONTROL 12" RCP8" CONC 8" CONC4" CONC30" CPP24" CPP 18" DI 18" DI 12" CPP 12" CPP12" CPPSS METAL POLEMETAL POLEMETAL POLE////SL SL FOFO W SD SSSSCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCAST COMCAST COMCASTCOMCAST COMCAST COMCAST COMCAST COMCAST COMCASTCOMCAST COMCAST COMCAST FO COMCASTCENTURYLINKCENTURYLINK FO CENTURYLINK FO CENTURYLINK FOCENTURYLINK FO CENTURYLINK FOCENTURYLINK FOCENTURYLINK FOPSE2-PSE2-PSE3-PSEPSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSEPSEPSEPSEPSEPSEPSEPSEPSEPSE PSE PSE PSE PSE PSE PSE RENTONRENTONRENTONRENTONRENTONRENTONRENTONRENTON RENTON RENTON RENTON RENTONRENTON RENTON RENTON RENTONRENTONWSDOT FOWSDOT F O 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO2-ZAYO FO2-ZAYO FOPSE GAS PSE GASPSE GASPSE GAS PSE GAS PSE GAS PSE GAS PSE GASPSE GAS PSE GAS PSE GASPSE GAS PSE GASPSE GASPSE GAS FOVLT 2WM HHGVIRRG BOREHOLEGA-10EL=26.31BOREHOLESB-1EL=27.17BOREHOLEGA-14EL=26.36BOREHOLEP-14EL=25.43 BOREHOLEP-12EL=25.14 BOREHOLEGA-1EL=25.09 BOREHOLEGA-2EL=25.98 MWEL=25.08 BOREHOLERW10EL=25.30 MWGWMW-3EL=26.16 MWGWMW-4EL=26.41MWGWMW-2EL=26.06BOREHOLEGA-3EL=25.97MWGWMW-1EL=26.60 BOREHOLEGA-4EL=26.06BOREHOLESH-5EL=26.22BOREHOLEGA-8EL=26.69 BOREHOLEGA-5EL=27.71 BOREHOLEGA-7EL=27.67BOREHOLEGA-6EL=27.90BOREHOLESB-2EL=27.29BOREHOLEGA12EL=26.45BOREHOLEGA-13EL=26.06BOREHOLEP-15EL=25.66 5'4" DP6'8" DP5' DP4' DP4' DP 3' DP3'9" DP3'4" DP2'11" DP6'9" DP1'DP1'11" DP2'3"DP2' DP2' DP3'11" DP 3'6" DP 5'9" DP7'2" DP6'11" DP7' DP 6'6" DP 4'4" DP4'3" DP3'7" DP2' DP 7'11" DP11' DP4'9" DP4'9" DP13'6" DP6'3" DP5'8" DP4'1" DP3'6" DP4'8" DP12'6" DP13'6" DP11'6"DP10' DP8'5" DP8'11" DP8'10" DP9' DP2'2" DP 2'8" DP2'7" DP2'8" DP 3'6" DP3'9" DP3'10" DP4'3" DP2'3" DP1'7" DP5'4" DP4'DP3'7"DP4'11" DP5'2" DP 4'6"DP3'5"DP 5'7" DP2'7"DP2'4"DP5'8" DP3' DP3'9" DP 3'6"DP 4'11" DP6'7" DP3'9" DP2'2" DP2'4" DP5'8" DP8'6" DP9'11" DP10' DP2'DP5'10" DP10' DP3'8" DP3'11"DP 5'1" DP5'3" DP5'2" DP6'4" DP6'3" DP6'7" DP 2' DP3'2"DP2'6" DP1'4" DP2'1" DP7' DP7' DP 2'8" DP4'11" DP6'3" DP 8' DP2'2" DP1'3"DP2'5" DP1'10" DP2'3" DP4'11" DP3'11" DP 2'8" DP3'6"DP3'10" DP2'7" DP2'4" DP3'4" DP3'10" DP3'5" DP3'2" DP3'11" DP3'9" DP2'4" DP3'3" DP5'5"DP4'10" DP4'4" DP5'3" DP1'10" DP1'2" DP1'6" DP 1'8" DP2'3" DP5'6" DP 4'8" DP5'8" DP3'11" DP6'1" DP6'4" DP6'1" DP5'4" DP4' DP5'4" DP4'11"DP4' DP3'6" DP 5' DP5'11" DP6'9" DP5'4" DP7'11" DP6'7" DP4'5" DP 2'8" DP6'9" DP6' DP7'6" DP 5'6" DP 1'9" DP2'5" DP2'DP 12"W12"W12"W12"W12"W12"W 12"W 12"W 12"W 12"WABAN-WABAN-WABAN-WABAN-WABAN-WABAN-WABAN-WABAN-WABAN-WABAN-W 12"W12"W12"W12"W12"W12"W400404 418CONC SEAMS (TYP)WVWVCOSSMHRIM EL=25.10IE 6" DI NE=23.3IE 6" PVC SW=22.83WAT=22.9 BOT=19.4IT IS BELIEVED THIS STRUCTUREAND THE ASSOCIATED PIPES MAYBE STORM DRAIN, NOT SEWER.2 BLRDFH2'4'4'11" DP5'5" DP2'6" DP1'3" DP1'11" DP2'2" DP 2'2" DPBROADBANDVAULT2'11" DP 3' DP2'3" DP 1'11" DP2'3" DP3'11" DP 4'11" DP5'2" DP4'4" DP4'5" DP5'6" DP 6' DP4' DP 5'5"DP6'7" DP 4'2" DP2'4" DP12' DP6'11"3'6" 4'8" 8'11"1'7"2'3'9"4'10"6'9"4'5"ED(TYP.)ED(TYP.)ED(TYP.)ED(TYP.)2'5"2'7"3'8"2'2"2'9"4'2'3'3'3'3'3'10"4'1"4'9"7"4'1"3'11"5'9"5"2'1"1'11"9"2'4"3'1"2'11"3'3"3'11"3'5'2"4'1"4'7"2'11"2'9"1'4"1'7"2'9"2'1"2'7"2'11"3'4"3'9"2'10"4'9"4'11"2'8"2'1"2'8"2'7"2'5"7"1'1"1'4"2'2'1"2'9"6'3"5'4"5'3"4'9"5'7"3'10"4'11"5'11"6'8"6'11"3'10"1'6"4'1"4'2"4'7"5'9"5'8"4'8"5'11"3'11"4'1"3'9"4'5"2'11"3'1"5'2"4'11"4'7"4'1"4'6"4'8"4'6"5'3"4'6"4'9"4'11"3'7"4'1'2 WM BIKESTORAGEWV6" TREE30' DLN 1.5' RET WALLPLANTER1.5' RET WALLPLANTER WSDOT LIMITED ACCESSSOURC E : A S - B U I L T WSDOT LIM I T E D A C C E S S SOURCE: AS-BUILT EXISTI N G B A T L A N E STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 04/12/2024 J. ALTCHECH 10/22/2024 04/12/2024 CIVIL TESC PLAN LAKE STA 405+50 TO LAKE STA 408+28.91 BT120-CTP107 BT120 J. YUEN S. GOGIA R. PARISH L. THOMSEN ------------------------ ------------------------ ------------------------ ------------------------ ------------------------ ------------------------ ---------------- RTA/LR 0206-19 1"=20' 20 40 SCALE IN FEET 01020 (1" = 20') No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY:03/22/24 | 12:44 PM | SAKSHIGC:\PWWORKING\JACOBS_B&I\SAKSHIG@OSBORNCONSULTING.COM\D0436120\S1-BT120-CTP101-107.DWGS1-BT120-CTP101-107 FACILITY ID: NOT FOR CONSTRUCTION 90% SUBMITTAL Xrefs: xS1-BT120-VRX001 xS1-BTP120-VSF100 xS1-BT120-CPP001 xBRT-CUD05-TB22x34 xS1-BTP120-GZK020 xS1-BT120-CAP001 xS1-BT120-CMP001 xS1-BT120-CTP001 xS1-BT120-CTN101 GB-SEAL-JY35420 OSBORNCONSULTINGINCORPORATED NLAKE AVE SCL BT120-C-LAKEMATCHLINE: LAKE STA 405+50SEE DWG BT120-CTP106NO EROSION AND SEDIMENT CONTROL WORK ON THIS SHEET 201 202203204205SW 7TH STRAINIERAVE SHARDIEAVE SWSR-167SW GRADY WAY 101 104 105102103 KEY MAP 107106 056 GENERAL NOTES:1.CONTRACTOR SHALL MAINTAIN AND ADJUSTTEMPORARY EROSION AND SEDIMENT CONTROL(TESC), AS NEEDED.2.PROTECT EXISTING TREES AND SHRUBS UNLESSNOTED FOR REMOVAL. FOR SITE PREPARATIONPLANS, SEE DRAWINGS BT120-CSP101-106, ANDBT120-CSP201-205.3.PROTECT EXISTING DRAINAGE STRUCTURES SUCHAS CATCH BASINS, MANHOLES AND PIPES UNLESSNOTED FOR REMOVAL. SEE DRAWINGSBT120-CSP101-106, AND BT120-CSP201-205.4.FOR DRAINAGE PLANS, SEE DRAWINGSBT120-CDP101-106, AND BT120-CDP201-205.5.FOR ADDITIONAL INLET PROTECTION, A SANDBAGBARRIER SHALL BE PLACED UPSTREAM OF CATCHBASIN PER CITY OF RENTON STANDARD PLAN216.50.6.CLEARING LIMITS IN LANDSCAPING AREAS WITHINTHE PROJECT LIMITS SHALL BE DELINEATED WITH SILT FENCE INSTALLED AT A 2-FOOT OFFSET FROM THE INSIDE OF THE CHAIN LINK FENCE EXCEPT AT DRIVEWAY AND SIDEWALK LOCATIONS.. 7.AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. INLET PROTECTIONSILT FENCECOMPOST SOCKCONSTRUCTION FENCELEGEND:SFSF STABILIZED CONSTRUCTION ENTRANCECONCRETE WASHOUT AREAKEY NOTES: 1 INSTALL INLET PROTECTION WITH DANDY CURB SACK ORAPPROVED EQUAL. SEE DRAWING BT120-CTD102 FOR DETAILS. 2 INSTALL INLET PROTECTION PER COR STD PLAN 216.30 4 INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02. WHENCOMPOST SOCKS ARE USED ON PAVEMENT, HEAVY CONCRETEBLOCKS SHALL BE USED BEHIND THE COMPOST SOCKS TO HELPSTABILIZE DURING RAINFALL/RUNOFF EVENTS. 7 INSTALL CONSTRUCTION FENCE CONCSIGN DEBRISSIGNSIGNSIGNASPHASPH ASPHASPHASPH ASPH UTUT UT UTHHHHHHHVLTVLTVLTVLTVLTVLT HH VLTS VLTBUS SHELTERTRASHBINBUSSIGNTRASHBINBUS SIGNPOWERCABINETSW SW SW SWDRWDRW YIELDBUSSIGNBUS SHELTERTRASHBIN YIELD TRAFFICCONTROLCABINETC&GC&G C&GC&GC&G C&G C&G C&GSWSWSWDRWDRWSWSWDRWSWSW SWSW DRWEXTR CONC CURBEXTR CONC CURB EXTR CONCCURBCONC WALL36" CMP36" DI 30" CONC 30" CONC 27" CONC 27" CONC 27" CONC 24" CMP12" CONC4" CONC6" DI12" CPP12" CPP12" CONC 6" CONC 6" CONC 6" CONC6" PVC 12" DI 12" CONC 12" CONC6" CONC 15" CMP15" CMP6" CONC8" VC8" CONC 18" CONC HH TTTETRAFFICVLTTS SLHHTMHGV2WVFOFO2FOMHGVGVGVITSVLT2TS LTVLT WV4WVLTVLT TC SLHHLTHHCENTURYLINKVLTWVELECVLTWVGVTS LTHHTS LTVLTELECVLT2 MISCMHTS-LTVLTGVGVSLHHHHLTHHTCHHFOFOMHFOFOMHFOFOMHTS LTHHMW LTHHTMHICVICV2WV TMHGV WVWVWV BROADBANDVLTLTHHICVICVICVICVICVHHWVWVELECVLTHHICVICV2HHWMELECVLTLT HHWVELEC VLT2WMWVLT HH ELECVLTLTHHWMICV GV GATE CWSW SW YIELDFH CONCBENCH YIELD ASPH 4' WOOD FNC USECROSSWALK CW SWCONC BENCH CONC BENCHYIELDART W O R K CONCDRW35MPH DRWSWASPHASPH ASPHC&G C&G C&G C&G C&GASPH SW SW SWDRWDRWECOEEEEEEEEWEEEEEEEWVWV3WVWVWV3WVWVWVWVWV3WVWVWVWVHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH3HHHHHHHHHHHH HHHHHHHHHH HH HHHHHHHH2 HH HHELEC VLTELECVLTELEC VLT 4ELEC VLTELECVLTELECVLT2ELEC VLTELECVLT3IRRG2IRRG2IRRG GVGVGVWMHH MW WMELECVLT E HH2WVHHELECVLTHHHHWM3TRAFFIC CONTROLCABINETS COMWGV GVGMWMWMWMWMWVWV3WVWVWMMWW VLT MW2VLTSHH TTSHHHHHHHHHHHHTMHVLTTS VLTHH VLT2" DROP 2" DROP HHGMDETECTORLOOP (TYP)DETECTORLOOP (TYP)6" CONC HH HH 16" CMP6' CLEF6' TEMP CLEF6' TEMP CLEF6' TEMP CLEF 6' TEMPCLEFSOUNDCOLLISIONCENTER 8' CLEFASPHASPH ASPH 5.5' CLEFPPPPPP SIGNLOADLIMITUSECROSSWALKSWPARK &RIDEUSECROSSWALK2' FNC C&G C&G C&GGATE6' CLEFASPH5.5' CLEF6' CLEF BLDGEQUIPGAZEBOCONCELECEQUIPSIGN ONCONC BASESIGN ONCONC BASESIGN ONCONC BASE SIGN ONCONC BASE SOUNDCOLLISIONCENTER SW SWSWSWSWMAZDASIGNC&GSWSW SWC&GSIGN ONCONC BASE SIGN ONCONC BASECONC BASEREMOVED LT 4 BLRD3 BLRD3 BLRD 2 BLRDPM 6' TEMP CLEF6' CLEFWELCOME TOTRUCK CITY SIGNSIGN 2 BLRD/////////////////////////////3 BLRDWHEEL STOPS (TYP)WHEEL STOPS (TYP)6' TEMP CLEFSIGN ONCONC BASE BLDEQUIPSIGN POST ONCONC BASEWHEELSTOPS (TYP)6' CLEFDETECTORLOOP (TYP)DETECTORLOOP (TYP)SIGN PIVGATESTORAGESHEDMISCVALV SHELTERCANOPY EOPEOPEOPEOP15 MPHSIGNBLDGBLDGBLDGBLDGINLETRIM EL=24.52NEEDS TRAFFIC CONTROLCBRIM=25.13NEEDS TRAFFIC CONTROL 12" RCP8" CONC 8" CONC4" CONC30" CPP24" CPP 18" DI 18" DI 12" CPP 12" CPP12" CPPSS METAL POLEMETAL POLEMETAL POLE////SLSL FOFO WSD SSCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCAST COMCAST COMCASTCOMCAST COMCAST COMCASTCOMCAST COMCAST COMCASTCOMCAST COMCAST COMCAST FO COMCASTCENTURYLINKCENTURYLINK FO CENTURYLINK FO CENTURYLINK FOCENTURYLINK FO CENTURYLINK FOCENTURYLINK FOCENTURYLINK FOPSE2-PSE2-PSE3-PSEPSE2-PSE2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSEPSEPSEPSEPSEPSEPSEPSEPSEPSE PSE PSE PSE PSE PSE PSE RENTONRENTONRENTONRENTONRENTONRENTONRENTONRENTONRENTONRENTONRENTON RENTONRENTON RENTON RENTON RENTONRENTONWSDOT FOWSDOT FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO2-ZAYO FO2-ZAYO FOPSE GASPSE GASPSE GASPSE GAS PSE GAS PSE GAS PSE GAS PSE GASPSE GAS PSE GAS PSE GASPSE GAS PSE GAS PSE GAS PSE GAS UTIL VLTHH HHHH UNKNOWN UTILITY UTILVLTFOVLT HHHH HHELECVAULT HH2WM HHGVIRRG BOREHOLEGA-10EL=26.31BOREHOLESB-1EL=27.17BOREHOLEGA-14EL=26.36BOREHOLEP-14EL=25.43 BOREHOLEP-12EL=25.14 BOREHOLEGA-1EL=25.09 BOREHOLEGA-2EL=25.98 MWEL=25.08 BOREHOLERW10EL=25.30 MWGWMW-3EL=26.16 MWGWMW-4EL=26.41MWGWMW-2EL=26.06BOREHOLEGA-3EL=25.97MWGWMW-1EL=26.60 BOREHOLEGA-4EL=26.06BOREHOLESH-5EL=26.22BOREHOLEGA-8EL=26.69 BOREHOLEGA-5EL=27.71 BOREHOLEGA-7EL=27.67BOREHOLEGA-6EL=27.90BOREHOLESB-2EL=27.29BOREHOLEGA12EL=26.45BOREHOLEGA-13EL=26.06BOREHOLEP-15EL=25.66 5'4" DP6'8" DP5' DP4' DP4' DP 3' DP3'9" DP3'4" DP2'11" DP6'9" DP1'DP1'11" DP2'3"DP2' DP2' DP3'11" DP 3'6" DP 5'9" DP7'2" DP6'11" DP7' DP 6'6" DP 4'4" DP4'3" DP3'7" DP2' DP4'10" DP 5'9" DP 4'7" DP 2'6" DP2'6" DP 7'11" DP11' DP4'9" DP4'9" DP13'6" DP6'3" DP5'8" DP4'1" DP3'6" DP4'8" DP12'6" DP13'6" DP11'6"DP10' DP8'5" DP8'11" DP8'10" DP9' DP3'3" DP3'1" DP3'2" DP2'10" DP3'1" DP 2'2" DP 2'8" DP2'7" DP2'8" DP 3'6" DP3'9" DP3'10" DP4'3" DP2'3" DP2'4"DP2'5" DP5'4" DP5' DP5'5" DP4'8" DP 4'DP3'7"DP4'11" DP5'2" DP 4'6"DP3'5"DP 4' DP 5'7" DP2'7"DP2'4"DP5'8" DP3' DP3'9" DP 3'6" DP3'11"DP6'4" DP6'3" DP6'7" DP 2' DP3'2"DP2'6" DP7' DP7' DP 2'8" DP4'11" DP6'3" DP 8' DP2'2" DP1'3"DP4'11" DP3'11" DP 2'8" DP3'10" DP2'7" DP2'4" DP3'4" DP3'10" DP3'5" DP3'2" DP3'11" DP3'9" DP3'3" DP5'5"DP4'10" DP4'4" DP5'3" DP4' DP1'9" DP2'8" DP2' DP1'11" DP4'4" DP6' DP5' DP2'8" DP3'8" DP3'10" DP2'8" DP2' DP3'7" DP2'2" DP2'4" DP3'8" DP3' DP3' DP3'11" DP3'9" DP3'7" DP1'8" DP4' DP5'11" DP3' DP1'10" DP1'2" DP1'6" DP 5'6" DP2'4" DP5'4" DP 2'4" DP1'6" DP1'4"DP1'8" DP 1'5" DP1'1" DP1'4" DP1'3" DP1'6" DP1'8" DP1'5" DP1'5" DP1'4" DP1'5" DP1'8" DP1'7" DP2'3" DP 1'7" DP 4' DP2'6" DP3' DP1'5" DP 1'6" DP1'7" DP2'2" DP2'5" DP4' DP2'5" DP2'2" DP1'11" DP2' DP2'1" DP2'2" DP1'11" DP1'6" DP2'4" DP2'4" DP2'4" DP1'8" DP 1'10" DP 2' DP2'8" DP2'4" DP3' DP 3'8" DP1'9" DP 4' DP 7'11" DP6'7" DP4'5" DP2'8" DP2'2" DP2' DP2' DP2'6" DP2'2" DP1'9" DP1' DP3' DP3' DP3' DP2'5" DP2'6" DP2'2" DP2'6" DP2'5" DP2'7" DP2'8" DP2'5" DP2'7" DP2'6" DP2'4" DP2'6" DP'3'4" DP2'9" DP5' DP2'8" DP3' DP2' DP2'10" DP4'8" DP5' DP5'9" DP5'10" DP5'8" DP5'10" DP 3' DP6'9" DP6' DP7'6" DP2'1" DP5'6" DP4' DP2'4" DP2'5" DP2'5" DP2'8" DP2'3" DP 1' DP2'5" DP2'5" DP 1'6" DP1'5" DP2'6" DP2'DP 4'DP4'DP2'5" DP2'DP PSE12"W12"W12"W12"W12"W 12"W 12"W 12"W 12"W 12"WABAN-WABAN-WABAN-WABAN-WABAN-WABAN-WABAN-WABAN-WABAN-WABAN-W 12"W12"W12"W12"W12"W12"W400404 418C&G WVWVEXTRUDED CURBCO2 BLRDFH2'4'HHEXTR CONC CURBEXTR CONCCURB 4'11" DP2'6" DP1'3" DP1'11" DP1' DP3' DP2' DP 4' DP2'5" DP2'3" DP2'2" DP 2' DP1'11" DPBROADBANDVAULT5'11" DP3'8" DP 1' DP2'8" DP2' DP2' DP3' DP2'3" DP 1'11" DP3' DP2'3" DP3'11" DP1'8" DP1'10" DP 4'11" DP5'2" DP4'4" DP 1'8" DP4'5" DP5'6" DP3'1"DP 3'3" DP3'2" DP1'9" DP1' DP 1'5" DP1'5" DP3'8" DP4'9" DP 3' DP5'8" DP 5'10" DP6'2" DP5'5" DP 6' DP4' DP1'7" DP 1'9" DP3' DP 2' DP1'9" DP1'5" DP 1'5" DP1'4" DP1'5" DP1'9" DP2'4" DP2'4" DP2'6" DP3'10" DP2' DP2' DP3'5" DP1'8" DP 4'2" DP2'4" DP12' DP 2'4" DP1' DP1' DP6'11"3'6"4'8"8'11"1'7"2'3'9"4'10"1'1"1'5"1'4"1'7"1'10"1'7"1'11"2'2"1'0'11"6'9"4'5"1'2'10"1'9"1'3'ED(TYP.)ED(TYP.)ED(TYP.)ED(TYP.)1'2"1'10"2'9"2'3"2'2'3'3'4"1'3"4'3'2"3'4'2'6"2'3'3'1'8"1'2"1'2"2'7"2'5"2'7"3'8"2'2"1'7"2'9"4'2'3'3'3'3'3'10"4'1"4'9"7"4'1"3'11"5'9"2'1"1'11"1'9"2'1"1'8"4'3"3'9"4'7"3'11"3'7"3'11"10"1'9"1'7"5"2'1"1'11"9"2'4"3'1"2'11"3'3"3'11"3'5'2"4'1"4'7"2'11"2'9"1'4"1'7"2'9"2'1"2'7"2'11"3'4"3'9"2'10"2'2"2'11"1'9"1'5"1'7"1'7"1'10"1'8"1'7"2'11"2'1"2'2'3"1'9"1'6"1'8"1'7"1'11"2'1"1'7"1'6"1'6"1'2"1'4"1'5"2'3"2'1"2'7"3'1"3'1"2'3'4"3'3"1'11"3'5"2'1"2'3"2'9"2'1"2'4"1'4"1'5"1'4"1'3"1'6"1'6"1'11"1'5"2'3'10"1'3"1'6"1'4"3'9"1'5"1'11"3'11"3'9"1'7"3'10"4'10"4'9"4'10"1'3"1'8"4'1"4'9"4'9"2'7"2'10"4'1"6'6"5'7"2'9"1'1"2'7"3'4"2'10"2'3"1'10"8"10"2'9"2'6"2'1"1'8"1'11"2'5"2'3"2'7"2'11"1'7"1'9"2'2"2'2"1'7"4'9"4'11"2'8"2'1"2'8"2'7"2'5"7"1'1"1'4"2'2'1"2'9"6'3"5'4"5'3"4'9"5'7"3'10"4'11"5'11"6'8"6'11"3'10"1'6"4'1"4'2"4'7"5'9"5'8"4'8"5'11"3'11"4'1"3'9"4'5"2'11"3'1"5'2"4'11"4'7"4'1"4'6"4'8"4'6"5'3"4'6"4'9"4'11"3'7"4'1'HHHHHHHHELEC VLT2 WMELEC VLT HHHH SLHHSOUTHRENTONRULES &REGULATIONSLOADLIMITLP W / SPEEDLIMIT SIGNSLHHHANDICAPGUIDELINESPERMITPRKGBIKESTORAGEHANDICAPNO PARKFIRE LANE WV ELECPEDGROUNDRODSTOPSIGN BUSINFO STOPSIGNSTOPSIGNBUSINFOHANDICAPSOUTHRENTONSOUTHRENTONSOUTHRENTONPERMITPRKGPERMITPRKG1.5' RET WALLPLANTER1.5' RET WALLPLANTERPROPERTYLINE, TYP24SIGNRAINIER AVE S NBASPHHVLTCCSDSDSDSDSDSDSDCOMCAST FO COMCASTCCCCCCCCCIT IS BELIEVED THIS STRUCTUREAND THE ASSOCIATED PIPES MAYBE STORM DRAIN, NOT SEWER.SSSS SS SS SS^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^N TC 511+00 N TC 512+00 N TC 513+00 N TC 514+00S TC 611+00 S TC 612+00 S TC 613+00 S TC 614+00RAINIER 207+00N TC STA 510+04.91= RAINIER STA 207+16.93S TC STA 610+02.99= RAINIER STA 206+67.81 28272625242726252627 28272625 28SD SDSDSDSDSDSD SDSD SD 20 40 SCALE IN FEET 01020 (1" = 20') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 04/05/2024 J. ALTCHECH 10/22/2024 04/05/2024 CIVIL TESC PLAN S RENTON TRANSIT CENTER BT120-CTP201 BT120 J. YUEN S. GOGIA R. PARISH L.THOMSEN ------------------------ ------------------------ ------------------------ ------------------------ ------------------------ ------------------------ ------------------------ RTA/LR 0206-19 1"=20'NNo.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY:03/22/24 | 12:53 PM | SAKSHIGC:\PWWORKING\JACOBS_B&I\SAKSHIG@OSBORNCONSULTING.COM\D0436120\S1-BT120-CTN101.DWGS1-BT120-CTN101 FACILITY ID: NOT FOR CONSTRUCTION 90% SUBMITTAL Xrefs: xS1-BT120-VSF100 xS1-BTP120-CPP001 xBRT-CUD05-TB22x34 xS1-BTP120-GZK020 xS1-BTP120-CAP001 xS1-BT120-CGP001 xS1-BT120-CMP001 xS1-BT120-CTP001 xS1-BT120-CTN101 GB-SEAL-JY35420 OSBORNCONSULTINGINCORPORATED 2122 2 274RETAINING WALLSEE PAVING PLANS4 102 103 106201202203204205SW 7TH STRAINIERAVE SHARDIEAVE SWSR-167KEY MAP SW GRADY WAY 101 104 105 107MATCHLINE:SEE DWG BT120-CTP103 MATCHLINE:SEE DWG BT120-CTP202MATCHLINE:SEE DWG BT120-CTP102MATCHLINE:SEE DWG BT120-CTP203 222227 2222272 057 GENERAL NOTES:1.CONTRACTOR SHALL MAINTAIN AND ADJUSTTEMPORARY EROSION AND SEDIMENT CONTROL(TESC), AS NEEDED.2.PROTECT EXISTING TREES AND SHRUBS UNLESSNOTED FOR REMOVAL. FOR SITE PREPARATIONPLANS, SEE DRAWINGS BT120-CSP101-106, ANDBT120-CSP201-205.3.PROTECT EXISTING DRAINAGE STRUCTURES SUCHAS CATCH BASINS, MANHOLES AND PIPES UNLESSNOTED FOR REMOVAL. SEE DRAWINGSBT120-CSP101-106, AND BT120-CSP201-205.4.FOR DRAINAGE PLANS, SEE DRAWINGSBT120-CDP101-106, AND BT120-CDP201-205.5.FOR ADDITIONAL INLET PROTECTION, A SANDBAGBARRIER SHALL BE PLACED UPSTREAM OF CATCHBASIN PER CITY OF RENTON STANDARD PLAN216.50.6.CLEARING LIMITS IN LANDSCAPING AREAS WITHINTHE PROJECT LIMITS SHALL BE DELINEATED WITH SILT FENCE INSTALLED AT A 2-FOOT OFFSET FROM THE INSIDE OF THE CHAIN LINK FENCE EXCEPT AT DRIVEWAY AND SIDEWALK LOCATIONS.. 7.AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. INLET PROTECTIONSILT FENCECOMPOST SOCKCONSTRUCTION FENCELEGEND:SFSF STABILIZED CONSTRUCTION ENTRANCECONCRETE WASHOUT AREAKEY NOTES: 2 INSTALL INLET PROTECTION PER COR STD PLAN 216.30 4 INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02. WHENCOMPOST SOCKS ARE USED ON PAVEMENT, HEAVY CONCRETEBLOCKS SHALL BE USED BEHIND THE COMPOST SOCKS TO HELPSTABILIZE DURING RAINFALL/RUNOFF EVENTS. 7 INSTALL CONSTRUCTION FENCE.CONC CONCCONCSIGN DEBRISSIGNSIGNSIGNCONC ASPH ASPH ASPHASPHASPHASPHASPHASPHASPHASPH ASPHASPHASPHASPHASPHASPHASPHASPH ASPH ASPH UTUT UT UTHHHHHHHVLTVLTVLTVLTVLTVLT HH VLTS VLTBUS SHELTERTRASHBIN TRASHBINBUS SIGNPOWERCABINETSW SW SW SWDRWDRWBUS SHELTERTRASHBINSW SWSWDRW DRWSWSWDRWSWSWSWSWDRWCONC WALL36" CMP36" DI 30" CONC 30" CONC 27" CONC 27" CONC 27" CONC 24" CMP12" CONC4" CONC6" DI12" CPP12" CPP12" CONC 6" CONC 6" CONC 6" CONC6" PVC 12" DI 12" CONC 12" CONC6" CONC 15" CMP15" CMP6" CONC8" VC8" CONC 18" CONC HHE TS SLHHTMHGV2WVFOFO2FOMHGVGVGVITSVLT2TS LTVLT WV4WVLTVLT TC SLHHLTHHCENTURYLINKVLTWVELECVLTWVGVTS LTHHTS LTVLTELECVLT2 MISCMHTS-LTVLTGVGVSLHHHHLTHHTCHHFOFOMHFOFOMHFOFOMHTS LTHHMW LTHHTMHICVICV2WVTMHGV WVWVWV BROADBANDVLTLTHHICVICVICVICVICVHHWVWVELECVLTHHICVICV2HHWMELECVLTLT HHWVELEC VLT2WMWVLT HH ELECVLTLTHHWMICV GV GATE CWSW SW FH CONCBENCH ASPH 4' WOOD FNC CW SW CONC B E N C H CONC BENCHART W O R K CONCDRW DRWSWASPHASPH ASPHCONC SEAMS (TYP) ASPH SW SW SWDRWDRWEEEEEEEEEW E EE EEEE WVWV3WVWVWV3WVWVWVWVWV3WVWVWVWVHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH3HHHHHH HH HHHH HHHHHHHHHH HHHH HHHH HH 2 HH HHELEC VLTELECVLTELEC VLT 4ELEC VLTELECVLTELECVLT 2ELEC VLT ELECVLT 3IRRG2IRRG 2IRRG GVGVGVWMHH MW WMELECVLT E HH2WVHHELECVLTHHHHWMCOMWGVGVGMWMWMWMWMWVWV3WVWVWMMWW VLT MWHH TSHHHHHH HHHHHHTMHVLTTS VLTHH VLT2" DROP 2" DROP HHGM6" CONC HH HH 16" CMPX6' CLEF6' TEMP CLEF X6' TEMP CLEF6' TEMP CLEF 6' TEMPCLEF 8' CLEFASPHASPH ASPHX 5.5' CLEFPPPPPP SW2' FNC GATE 6' CLEFASPH5.5' CLEF6' CLEF BLDGEQUIPGAZEBOCONCELECEQUIP SW SWSWSWSWSWSWSWCONC BASEREMOVED LT 4 BLRD3 BLRD3 BLRD 2 BLRDPM 6' TEMP CLEF6' CLEF 2 BLRD/////////////////////////////3 BLRD6' TEMP CLEF BLDEQUIPSIGN POST ONCONC BASE6' CLEFPIVGATESTORAGESHED MISCVALV SHELTERCANOPY EOPEOPEOPEOPBLDGBLDGBLDGBLDGINLETRIM EL=24.52NEEDS TRAFFIC CONTROLCBRIM=25.13NEEDS TRAFFIC CONTROL 12" RCP8" CONC 8" CONC4" CONC30" CPP24" CPP 18" DI 18" DI 12" CPP 12" CPP12" CPP METAL POLEMETAL POLEMETAL POLE////SL SL FOFO W SD SSSSCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCAST COMCAST COMCASTCOMCAST COMCAST COMCAST COMCAST COMCAST COMCASTCOMCAST COMCAST COMCAST FO COMCASTCENTURYLINKCENTURYLINK FO CENTURYLINK FO CENTURYLINK FOCENTURYLINK FO CENTURYLINK FOCENTURYLINK FO CENTURYLINK FOPSE2-PSE2-PSE3-PSEPSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSEPSEPSEPSEPSEPSEPSEPSEPSEPSE PSE PSE PSE PSE PSEPSE RENTONRENTONRENTONRENTONRENTONRENTONRENTONRENTON RENTON RENTON RENTON RENTONRENTON RENTON RENTON RENTONRENTON WSDOT FO WSDOT FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO2-ZAYO FO 2-ZAYO FOPSE GAS PSE GASPSE GASPSE GAS PSE GAS PSE GAS PSE GAS PSE GASPSE GAS PSE GAS PSE GASPSE GAS PSE GASPSE GAS PSE GAS UTIL VLTHH HHHH UNKNOWN UTILITY UTILVLTFOVLT HH HH HHELECVAULT HH2WM HHGVIRRG MWEL=25.08 MWGWMW-3EL=26.16 MWGWMW-4EL=26.41MWGWMW-2EL=26.06MWGWMW-1EL=26.605'4" DP6'8" DP5' DP4' DP4' DP 3' DP3'9" DP3'4" DP2'11" DP6'9" DP1'DP1'11" DP2'3"DP2' DP2' DP3'11" DP 3'6" DP 5'9" DP7'2" DP6'11" DP7' DP 6'6" DP 4'4" DP4'3" DP3'7" DP2' DP4'10" DP 5'9" DP 4'7" DP1'11" DP1'11" DP2'6" DP5' DP1'4" DP2'6" DP2'2" DP3'1" DP2'6" DP 1'7" DP1'9" DP1'8" DP1'6" DP1'6" DP1'7" DP1'6" DP 1'9" DP 7'11" DP11' DP4'9" DP4'9" DP13'6" DP6'3" DP5'8" DP4'1" DP3'6" DP4'8" DP12'6" DP13'6" DP11'6"DP10' DP8'5" DP8'11" DP8'10" DP9' DP3'3" DP3'1" DP3'2" DP2'10" DP1'6" DP1'3" DP1'9" DP1'7" DP2'5" DP1'7" DP1'7" DP1'4" DP1'5" DP1'10" DP3'1" DP1' DP 1'10" DP1'11" DP 2' DP3'1" DP3'1" DP 2'2" DP 2'8" DP2'7" DP2'8" DP 3'6"DP 3'6" DP3'9" DP3'10" DP4'3" DP2'3" DP1'7" DP1'7" DP2'9" DP2'1" DP1'9" DP1'6" DP2'1" DP2'3" DP2'1" DP2'3" DP1'11" DP1'11" DP1'11" DP2'5" DP1'8" DP2'1" DP1'11" DP2'5" DP2' DP2'4"DP2'10" DP2'5" DP2' DP2'4"DP2'5" DP5'4" DP5' DP5'5" DP4'8" DP 4'DP3'7"DP2' DP4'11" DP5'2" DP 4'6"DP3'5"DP 1'9" DP 2' DP4' DP 1'9" DP5'7" DP2'7"DP2'4"DP2'4" DP 2' DP 1'10" DP 2'1" DP5'8" DP3' DP3'9" DP 3'6" DP4'11" DP6'7" DP3'9" DP2'2" DP2'4" DP5'8" DP8'6" DP9'11" DP10' DP2'DP5'10" DP10' DP3'8" DP3'11"DP 5'1" DP5'3" DP5'2" DP6'4" DP6'3" DP6'7" DP 2' DP3'2"DP2'6" DP1'4" DP2'1" DP7' DP7' DP 2'8" DP4'11" DP6'3" DP8' DP2'2" DP1'3"DP2'5" DP1'10" DP2'3" DP4'11" DP3'11" DP 2'8" DP3'6"DP3'10" DP2'7" DP2'4" DP3'4" DP3'10" DP3'5" DP3'2" DP3'11" DP3'9" DP2'4" DP3'3" DP5'5"DP4'10" DP4'4" DP5'3" DP4' DP1'9" DP2'8" DP2' DP1'11" DP4'4" DP6' DP5' DP2'8" DP3'8" DP3'10" DP2'8" DP2' DP3'7" DP2'2" DP2'4" DP3'8" DP3' DP3' DP3'11" DP3'9" DP3'7" DP1'8" DP4' DP5'11" DP3' DP1'10" DP1'2" DP1'6" DP 1'8" DP2'3" DP5'6" DP2'4" DP5'4" DP 4'8" DP5'8" DP3'11" DP6'1" DP6'4" DP6'1" DP5'4" DP 2'4" DP1'6" DP1'4"DP1'8" DP 1'5" DP1'1" DP1'4" DP1'3" DP1'6" DP1'8" DP1'5" DP1'5" DP1'4" DP1'5" DP1'8" DP1'7" DP2'3" DP 1'7" DP 4' DP2'6" DP3' DP1'5" DP 1'6" DP1'7" DP2'2" DP2'5" DP4' DP2'5" DP2'2" DP1'11" DP2' DP2'1" DP2'2" DP1'11" DP1'6" DP2'4" DP2'4" DP2'4" DP1'8" DP 4' DP5'4" DP4'11"DP1'10" DP2' DP2'8" DP2'4" DP3' DP3'8" DP1'9" DP 4' DP4' DP3'6" DP 5' DP5'11" DP6'9" DP5'4" DP7'11" DP6'7" DP4'5" DP2'8" DP2'2" DP2' DP2' DP2'6" DP2'2" DP1'9" DP1' DP3' DP3' DP3' DP2'5" DP2'6" DP2'2" DP2'6" DP2'5" DP2'7" DP2'8" DP2'5" DP2'7" DP2'6" DP2'4" DP2'6" DP'3'4" DP2'9" DP5' DP2'8" DP3' DP2' DP 2'10" DP 4'8" DP5' DP5'9" DP5'10" DP5'8" DP5'10" DP 2'8" DP3' DP6'9" DP6' DP7'6" DP2'1" DP 5'6" DP4' DP2'4" DP2'5" DP2'5" DP2'8" DP2'3" DP 1' DP 2'5" DP2'5" DP1'6" DP1'5" DP2'6" DP2'DP 4'DP4'DP1'9" DP2'5" DP2'DP PSE12"W12"W12"W 12"W12"W12"W 12"W 12"W 12"W 12"WABAN-WABAN-WABAN-WABAN-WABAN-WABAN-WABAN-WABAN-WABAN-WABAN-W 12"W12"W12"W12"W12"W12"W400404 418CONC SEAMS (TYP) WV WV2 BLRDFH2'4'HH3'11" DP4'11" DP3'5" DP 5'5" DP2'6" DP1'3" DP1'11" DP3'9" DP1' DP3' DP2' DP4' DP3'10" DP2'5" DP2'3" DP2'2" DP 2'2" DP2' DP1'11" DP1'5" DPBROADBANDVAULT2'11" DP5'11" DP3'8" DP 1' DP2'8" DP2' DP2' DP3' DP2'3" DP 1'11" DP3' DP 1' 11" DP2'3" DP3'11" DP1'8" DP1'10" DP 4'11" DP5'2" DP4'4" DP1'7" DP 1'8" DP4'5" DP5'6" DP3'1"DP 3'3" DP1' 8" DP3'2" DP2'5" DP 1'9" DP1' DP 1'11" DP 1'5" DP1'5" DP3'8" DP4'9" DP 1'4" DP 3' DP5'8" DP 5'10" DP6'2" DP5'5" DP 6' DP4' DP1'7" DP 1'9" DP3' DP1'5" DP1'7" DP2'8" DP2'4" DP2' DP1'9" DP1'5" DP 1'5" DP2'6" DP1'4" DP1'5" DP1'9" DP2'4" DP2'4" DP2'6" DP3'10" DP 2' DP2' DP5'5"DP6'7" DP3'5" DP1'8" DP 4'2" DP2'4" DP12' DP 2'4" DP1' DP1' DP6'11" 3'6"4'8" 8'11"1'7"2'3'9"4'10"1'1"1'5"1'4"1'7"1'10"1'7"1'11"2'2"1'0'11"6'9"4'5"1' 2'10"1'9"1' 3'ED(TYP.)ED(TYP.)ED(TYP.)ED(TYP.)1'2"1'10"2'9"2'3"2'2'3'3'4"1'3"4'3'2"3'4'2'6"2'3'3'1'8"1'2"1'2"2'7"2'5"2'7"3'8"2'2"1'7"2'9"4'2'3'3'3'3'3'10"4'1"4'9"7"4'1"3'11"5'9"2'1"1'11"1'9"2'1"1'8"4'3"3'9"4'7"3'11"3'7"3'11"10"1'9"1'7"5"2'1"1'11"9"2'4"3'1"2'11"3'3"3'11"3'5'2"4'1"4'7"2'11"2'9"1'4"1'7"2'9"2'1"2'7"2'11"3'4"3'9"2'10"2'2"2'11"1'9"1'5"1'7"1'7"1'10"1'8"1'7"2'11"2'1"2'2'3"1'9"1'6"1'8"1'7"1'11"2'1"1'7"1'6"1'6"1'2"1'4"1'5"2'3"2'1"2'7"3'1"3'1"2'3'4"3'3"1'11"3'5"2'1"2'3"2'9"2'1"2'4"1'4"1'5"1'4"1'3"1'6"1'6"1'11"1'5"2'3'10"1'3"1'6"1'4"3'9"1'5"1'11"3'11"3'9"1'7"3'10"4'10"4'9"4'10"1'3"1'8"4'1"4'9"4'9"2'7"2'10"4'1"6'6"5'7"2'9"1'1"2'7"3'4"2'10"2'3"1'10"8"10"2'9"2'6"2'1"1'8"1'11"2'5"2'3"2'7"2'11"1'7"1'9"2'2"2'2"1'7"4'9"4'11"2'8"2'1"2'8"2'7"2'5"7"1'1"1'4"2'2'1"2'9"6'3"5'4"5'3"4'9"5'7"3'10"4'11"5'11"6'8"6'11"3'10"1'6"4'1"4'2"4'7"5'9"5'8"4'8"5'11"3'11"4'1"3'9"4'5"2'11"3'1"5'2"4'11"4'7"4'1"4'6"4'8"4'6"5'3"4'6"4'9"4'11"3'7"4'1'HHHHHHHHELEC VLT2 WMELEC VLT HHHH SLHHSLHHBIKESTORAGEWVELECPEDGROUNDROD1.5' RET WALLPLANTER1.5' RET WALLPLANTER242 11" TREES32' DLNSSSS^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^N TC 514+00 N TC 515+00 N TC 516+00 N TC 517+00L=54.74', R=130.00'=24°07'33"S TC 615+00 S TC 616+00 S TC 617+00 S TC 618+002928282930302828292827292929282829SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD 20 40 SCALE IN FEET 01020 (1" = 20') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 04/05/2024 J. ALTCHECH 10/22/2024 04/05/2024 CIVIL TESC PLAN S RENTON TRANSIT CENTER BT120-CTP202 BT120 J. YUEN S. GOGIA R. PARISH L. THOMSEN ------------------------ ------------------------ ------------------------ ------------------------ ------------------------ ------------------------ ------------------------ RTA/LR 0206-19 1"=20'NNo.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY:03/22/24 | 12:45 PM | SAKSHIGC:\PWWORKING\JACOBS_B&I\SAKSHIG@OSBORNCONSULTING.COM\D0436120\S1-BT120-CTP201-205.DWGS1-BT120-CTP201-205 FACILITY ID: NOT FOR CONSTRUCTION 90% SUBMITTAL Xrefs: xS1-BT120-VSF100 xS1-BTP120-CPP001 xBRT-CUD05-TB22x34 xS1-BTP120-GZK020 xS1-BTP120-CAP001 xS1-BT120-CGP001 xS1-BT120-CMP001 xS1-BT120-CTP001 xS1-BT120-CTN101 GB-SEAL-JY35420 OSBORNCONSULTINGINCORPORATEDMATCHLINE: SEE DWG BT120-CTP201MATCHLINE: SEE DWG BT120-CTP106RETAINING WALLSEE PAVING PLANS274 103201 202203204205SW 7TH STRAINIERAVE SHARDIEAVE SWSR-167KEY MAP SW GRADY WAY 101 104 105 107106102103201202203204205SW 7TH STRAINIERAVE SHARDIEAVE SWSR-167KEY MAP SW GRADY WAY 101 104 105 107106MATCHLINE:SEE DWG BT120-CTP204 2 22 058 GENERAL NOTES:1.CONTRACTOR SHALL MAINTAIN AND ADJUSTTEMPORARY EROSION AND SEDIMENT CONTROL(TESC), AS NEEDED.2.PROTECT EXISTING TREES AND SHRUBS UNLESSNOTED FOR REMOVAL. FOR SITE PREPARATIONPLANS, SEE DRAWINGS BT120-CSP101-106, ANDBT120-CSP201-205.3.PROTECT EXISTING DRAINAGE STRUCTURES SUCHAS CATCH BASINS, MANHOLES AND PIPES UNLESSNOTED FOR REMOVAL. SEE DRAWINGSBT120-CSP101-106, AND BT120-CSP201-205.4.FOR DRAINAGE PLANS, SEE DRAWINGSBT120-CDP101-106, AND BT120-CDP201-205.5.FOR ADDITIONAL INLET PROTECTION, A SANDBAGBARRIER SHALL BE PLACED UPSTREAM OF CATCHBASIN PER CITY OF RENTON STANDARD PLAN216.50.6.CLEARING LIMITS IN LANDSCAPING AREAS WITHINTHE PROJECT LIMITS SHALL BE DELINEATED WITH SILT FENCE INSTALLED AT A 2-FOOT OFFSET FROM THE INSIDE OF THE CHAIN LINK FENCE EXCEPT AT DRIVEWAY AND SIDEWALK LOCATIONS.. 7.AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. INLET PROTECTIONSILT FENCECOMPOST SOCKCONSTRUCTION FENCELEGEND:SFSF STABILIZED CONSTRUCTION ENTRANCECONCRETE WASHOUT AREAKEY NOTES: 1 INSTALL INLET PROTECTION WITH DANDY CURB SACK ORAPPROVED EQUAL. SEE DRAWING BT120-CTD102 FOR DETAILS. 2 INSTALL INLET PROTECTION PER COR STD PLAN 216.30 3 INSTALL SILT FENCE PER COR STD PLAN 214.00. 5 INSTALL ABOVE GRADE TEMPORARY CONCRETE WASHOUTFACILITY. SEE DRAWING BT120-CTD101 FOR DETAILS. 7 INSTALL CONSTRUCTION FENCE. 8 CONSTRUCTION ENTRANCE. PER COR STD PLAN 215.10. SEE DRAWING BT120-CTD101 FOR DETAILS. 9 CONSTRUCTION RUNOFF TO BE CONVEYED TO ACONTRACTOR DESIGNED STORAGE/TREATMENT SYSTEM,WHICH MAY INCLUDE TEMPORARY SURFACE WATERDETENTION VAULT AND TEMPORARY SEDIMENT POND/TANKS. TEMPORARY CATCH BASINS AND STORM DRAINS MAY BE ADDED WHERE NECESSARY. DISCHARGE TO NEAREST DISCHARGE LOCATION WHEN STORMWATER MEETS PROJECT PERMIT REQUIREMENTS. CONC CONCCONCSIGNSIGNSIGNSIGNCONCUTUTUT UTHHHHHHHVLTVLTVLTVLTVLT HH VLTS VLTSW SW SW SWDRWDRW TRAFFICCONTROLCABINETC&GC&G C&GC&GC&G C&GC&G C&GSWSWSWDRWDRWSWSWDRWSWSW SWSWDRWEXTR CONC CURBEXTR CONC CURB EXTR CONCCURBCONC WALL TTTETRAFFICVLTTMHGVFOFOGVGVGVGV2 MISCMHGVGVFOFOFOMWTMHTMHGV GV CWSW SW CONCBENCH CW SW CONC B E N C H CONC BENCH CONCDRW DRWSW CONC SEAMS (TYP) C&G C&G C&G C&G C&G SW SW SWDRWDRWECOEEEEEEEE E EE EEEE GVGVGV E3TRAFFIC CONTROLCABINETS COMWGV GVGMMWMW2VLTSHH TTMHGMDETECTORLOOP (TYP)DETECTORLOOP (TYP)XXX SWC&G C&G C&GCONCSW SWSWSWSWC&GSWSW SWC&GCONC BASEREMOVED LT 4 BLRD3 BLRD3 BLRD 2 BLRD 2 BLRD3 BLRDWHEEL STOPS (TYP)WHEEL STOPS (TYP)SIGN POST ONCONC BASEWHEELSTOPS (TYP)DETECTORLOOP (TYP)DETECTORLOOP (TYP) MISCVALVSS METAL POLEMETAL POLEMETAL POLE////SL SL FOFO W SD SSCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCAST COMCAST COMCASTCOMCAST COMCAST COMCAST COMCAST COMCAST COMCASTCOMCAST COMCAST COMCAST FO COMCASTCENTURYLINKCENTURYLINK FO CENTURYLINK FO CENTURYLINK FOCENTURYLINK FO CENTURYLINK FOCENTURYLINK FO CENTURYLINK FOPSE2-PSE2-PSE3-PSEPSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSEPSEPSEPSEPSEPSEPSEPSEPSEPSE PSE PSE PSE PSE PSEPSE RENTONRENTONRENTONRENTONRENTONRENTONRENTONRENTON RENTON RENTON RENTON RENTONRENTON RENTON RENTON RENTONRENTON WSDOT FO WSDOT FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO2-ZAYO FO2-ZAYO FOFOVLTHHGVBOREHOLEGA-10EL=26.31BOREHOLESB-1EL=27.17BOREHOLEGA-14EL=26.36BOREHOLEP-14EL=25.43 BOREHOLEP-12EL=25.14 BOREHOLEGA-1EL=25.09 BOREHOLEGA-2EL=25.98 MWEL=25.08 BOREHOLERW10EL=25.30 MWGWMW-3EL=26.16 MWGWMW-4EL=26.41MWGWMW-2EL=26.06BOREHOLEGA-3EL=25.97MWGWMW-1EL=26.60 BOREHOLEGA-4EL=26.06BOREHOLESH-5EL=26.22BOREHOLEGA-8EL=26.69 BOREHOLEGA-5EL=27.71 BOREHOLEGA-7EL=27.67BOREHOLEGA-6EL=27.90BOREHOLESB-2EL=27.29BOREHOLEGA12EL=26.45BOREHOLEGA-13EL=26.06BOREHOLEP-15EL=25.66 5'4" DP6'8" DP5' DP4' DP4' DP 3' DP3'9" DP3'4" DP2'11" DP6'9" DP1'DP1'11" DP2'3"DP2' DP2' DP3'11" DP 3'6" DP 5'9" DP7'2" DP6'11" DP7' DP 6'6" DP 4'4" DP4'3" DP3'7" DP2' DP4'10" DP 5'9" DP 4'7" DP1'11" DP1'11" DP2'6" DP5' DP1'4" DP2'6" DP2'2" DP3'1" DP2'6" DP 1'7" DP1'9" DP1'8" DP1'6" DP1'6" DP1'7" DP1'6" DP 1'9" DP 7'11" DP11' DP4'9" DP4'9" DP13'6" DP6'3" DP5'8" DP4'1" DP3'6" DP4'8" DP12'6" DP13'6" DP11'6"DP10' DP8'5" DP8'11" DP8'10" DP9' DP3'3" DP3'1" DP3'2" DP2'10" DP1'6" DP1'3" DP1'9" DP1'7" DP2'5" DP1'7" DP1'7" DP1'4" DP1'5" DP1'10" DP3'1" DP1' DP 1'10" DP1'11" DP 2' DP3'1" DP3'1" DP 3'6"DP1'7" DP1'7" DP2'9" DP2'1" DP1'9" DP1'6" DP2'1" DP2'3" DP2'1" DP2'3" DP1'11" DP1'11" DP1'11" DP2'5" DP1'8" DP2'1" DP1'11" DP2'5" DP2' DP2'4"DP2'10" DP2'5" DP2' DP2'4"DP2'5" DP5'4" DP5' DP5'5" DP4'8" DP 4'DP3'7"DP2' DP4'11" DP5'2" DP 4'6"DP3'5"DP 1'9" DP 2' DP1'9" DP5'7" DP2'7"DP2'4"DP2'4" DP 2' DP 1'10" DP 2'1" DP5'8" DP3' DP3'9" DP 3'6"DP 4'11" DP6'7" DP3'9" DP2'2" DP2'4" DP5'8" DP8'6" DP9'11" DP10' DP2'DP5'10" DP10' DP3'8" DP3'11"DP 5'1" DP5'3" DP5'2" DP6'4" DP6'3" DP6'7" DP 2' DP3'2"DP2'6" DP1'4" DP2'1" DP7' DP7' DP 2'8" DP4'11" DP6'3" DP 8' DP2'2" DP1'3"DP2'5" DP1'10" DP2'3" DP4'11" DP3'11" DP 2'8" DP3'6"DP3'10" DP2'7" DP2'4" DP3'4" DP3'10" DP3'5" DP3'2" DP3'11" DP3'9" DP2'4" DP3'3" DP5'5"DP4'10" DP4'4" DP5'3" DP1'10" DP1'2" DP1'6" DP 1'8" DP2'3" DP5'6" DP 4'8" DP5'8" DP3'11" DP6'1" DP6'4" DP6'1" DP5'4" DP4' DP5'4" DP4'11"DP 4' DP3'6" DP 5' DP5'11" DP6'9" DP5'4" DP7'11" DP6'7" DP4'5" DP 2'8" DP6'9" DP6' DP7'6" DP 5'6" DP 1'9" DP2'5" DP2'DP 12"W12"W12"W12"W12"W12"W 12"W 12"W 12"W 12"WABAN-WABAN-WABAN-WABAN-WABAN-WABAN-WABAN-WABAN-WABAN-WABAN-W 12"W12"W12"W12"W12"W12"W400404 418CONC SEAMS (TYP)C&GEXTRUDED CURBCO2 BLRDEXTR CONC CURBEXTR CONCCURB 3'11" DP4'11" DP3'5" DP 5'5" DP3'9" DP3'10" DP2'2" DP 2'2" DP1'5" DPBROADBANDVAULT2'11" DP 3' DP2'3" DP 1'11" DP1' 11" DP2'3" DP3'11" DP 4'11" DP5'2" DP4'4" DP1'7" DP4'5" DP5'6" DP 1' 8" DP 2'5" DP1'11" DP 3'8" DP4'9" DP 1'4" DP 3' DP5'8" DP 5'10" DP6'2" DP5'5" DP 6' DP4' DP 1'5" DP1'7" DP2'8" DP2'4" DP2'6" DP5'5"DP6'7" DP 4'2" DP2'4" DP12' DP6'11" 3'6"4'8" 8'11"1'7"2'3'9"4'10"6'9"4'5"ED(TYP.)ED(TYP.)ED(TYP.)ED(TYP.)2'5"2'7"3'8"2'2"3'10"4'1"4'9"7"4'1"3'11"5'9"5"2'1"1'11"9"2'4"3'1"2'11"3'3"3'11"3'5'2"4'1"4'7"2'11"2'9"1'4"1'7"2'9"2'1"2'7"2'11"3'4"3'9"2'10"6'3"5'4"5'3"4'9"5'7"3'10"4'11"5'11"6'8"6'11"3'10"1'6"4'1"4'2"4'7"5'9"5'8"4'8"5'11"3'11"4'1"3'9"4'5"2'11"3'1"5'2"4'11"4'7"4'1"4'6"4'8"4'6"5'3"4'6"4'9"4'11"3'7"1.5' RET WALLPLANTER1.5' RET WALLPLANTERPROPERTYLINE, TYP24CONCSR-167 NBASPHASPHSSMH48"Ø CONCRIM=25.79IE 8" CONC NE=17.1IE 6" CONC E=18.5IE 8" DI SE=21.8IE 8" VC SW=18.2CB2.2' X 1.9' CONCRIM=25.61IE 12" DI SW =22.7WAT=22.7 BOT=21.0INLETRIM=25.37 CBRIM=27.64UNABLE TOACCESSSD8" VCDRW35MPHC&GE3WVWVHHHHHH HH2IRRGWM MWMWGV 2VLTSWWWCCCCCCCCCCCCCSDSDASPHSIGN ONCONC BASE SIGN ONCONC BASECBRIM=25.71SIGN ONCONC BASECBRIM=25.53 BLDGCB60" CONCRIM EL=24.37IE 24" CPP N=20.7IE 12" CPP NE=20.5IE 6" PVC S=21.2IE 24" CPP S=20.1WAT=20.4 BOT=18.2RIM EL=24.37 INLET60" CONCRIM EL=25.34IE 24" CPP N=20.1IE 12" CPP E=20.7IE 6" PVC S=22.2IE 24" CPP S=23.0WAT=20.4 BOT=18.0 1.9' X 2.4' CONCRIM EL=25.63IE 6" DI W/ PLUG W=24.4WAT=23.9 BOT=20.9SD24" CPPFO FO FO FO FO FO FO FO FO EEEEE E E E E EFOFOFOFOFOFOFOFOSSSSSSSSSSSSPSEPSEPSE GASHHCCCW2'DP5'10" DP2'2" DPBROADBANDVAULT RAILAKDW 716+00282726252528 28303026 2725SDSDSD SDSDSDSDSDSDSDSDETSFSDSDSDSD10 POTENTIAL TEMPORARY SEDIMENT STORAGE TANKS ANDSTORMWATER TREATMENT SYSTEM SET-UP AREA.CONTRACTOR TO FIELD LOCATE AS NECESSARY. USE THISSYSTEM PRIOR TO WATER QUALITY FACILITY CONSTRUCTIONOR IN CONJUNCTION WITH TEMPORARY SURFACE WATERDETENTION VAULT TO MEET THE SITE FLOW AND WATERQUALITY DISCHARGE REQUIREMENTS.11 INSTALL ENTRACNE/EXIT GATE. 20 40 SCALE IN FEET 01020 (1" = 20') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 04/05/2024 J. ALTCHECH 10/22/2024 04/05/2024 CIVIL TESC PLAN S RENTON TRANSIT CENTER BT120-CTP203 BT120 J. YUEN S. GOGIA R. PARISH L. THOMSEN ------------------------ ------------------------ ------------------------ ------------------------ ------------------------ ------------------------ ------------------------ RTA/LR 0206-19 1"=20'NNo.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY:03/22/24 | 12:45 PM | SAKSHIGC:\PWWORKING\JACOBS_B&I\SAKSHIG@OSBORNCONSULTING.COM\D0436120\S1-BT120-CTP201-205.DWGS1-BT120-CTP201-205 FACILITY ID: NOT FOR CONSTRUCTION 90% SUBMITTAL Xrefs: xS1-BT120-VSF100 xS1-BTP120-CPP001 xBRT-CUD05-TB22x34 xS1-BTP120-GZK020 xS1-BTP120-CAP001 xS1-BT120-CGP001 xS1-BT120-CMP001 xS1-BT120-CTP001 xS1-BT120-CTN101 GB-SEAL-JY35420 OSBORNCONSULTINGINCORPORATED 2 81112712107 5 102 103201 202203204205SW 7TH STRAINIERAVE SHARDIEAVE SWSR-167KEY MAP SW GRADY WAY 101 104 105 107106MATCHLINE:SEE DWG BT120-CTP204MATCHLINE:SEE DWG BT120-CTP205MATCHLINE:SEE DWG BT120-CTP102MATCHLINE:SEE DWG BT120-CTP101MATCHLINE:SEE DWG BT120-CTP2012 2 22322 2222 2 2922 059 GENERAL NOTES:1.CONTRACTOR SHALL MAINTAIN AND ADJUSTTEMPORARY EROSION AND SEDIMENT CONTROL(TESC), AS NEEDED.2.PROTECT EXISTING TREES AND SHRUBS UNLESSNOTED FOR REMOVAL. FOR SITE PREPARATIONPLANS, SEE DRAWINGS BT120-CSP101-106, ANDBT120-CSP201-205.3.PROTECT EXISTING DRAINAGE STRUCTURES SUCHAS CATCH BASINS, MANHOLES AND PIPES UNLESSNOTED FOR REMOVAL. SEE DRAWINGSBT120-CSP101-106, AND BT120-CSP201-205.4.FOR DRAINAGE PLANS, SEE DRAWINGSBT120-CDP101-106, AND BT120-CDP201-205.5.FOR ADDITIONAL INLET PROTECTION, A SANDBAGBARRIER SHALL BE PLACED UPSTREAM OF CATCHBASIN PER CITY OF RENTON STANDARD PLAN216.50.6.CLEARING LIMITS IN LANDSCAPING AREAS WITHINTHE PROJECT LIMITS SHALL BE DELINEATED WITH SILT FENCE INSTALLED AT A 2-FOOT OFFSET FROM THE INSIDE OF THE CHAIN LINK FENCE EXCEPT AT DRIVEWAY AND SIDEWALK LOCATIONS.. 7.AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. INLET PROTECTIONSILT FENCECOMPOST SOCKCONSTRUCTION FENCELEGEND:SFSF STABILIZED CONSTRUCTION ENTRANCECONCRETE WASHOUT AREAKEY NOTES: 2 INSTALL INLET PROTECTION PER COR STD PLAN 216.30 9 CONSTRUCTION RUNOFF TO BE CONVEYED TO A CONTRACTORDESIGNED STORAGE/TREATMENT SYSTEM, WHICH MAY INCLUDETEMPORARY SURFACE WATER DETENTION VAULT ANDTEMPORARY SEDIMENT POND/TANKS. TEMPORARY CATCHBASINS AND STORM DRAINS MAY BE ADDED WHERENECESSARY. DISCHARGE TO NEAREST DISCHARGE LOCATIONWHEN STORMWATER MEETS PROJECT PERMIT REQUIREMENTS.10 POTENTIAL TEMPORARY SEDIMENT STORAGE TANKS ANDSTORMWATER TREATMENT SYSTEM SET-UP AREA.CONTRACTOR TO FIELD LOCATE AS NECESSARY. USE THISSYSTEM PRIOR TO WATER QUALITY FACILITY CONSTRUCTIONOR IN CONJUNCTION WITH TEMPORARY SURFACE WATERDETENTION VAULT TO MEET THE SITE FLOW AND WATERQUALITY DISCHARGE REQUIREMENTS CONC CONCCONCSIGN DEBRISSIGNSIGNSIGNCONC ASPH ASPH ASPHASPHASPHASPHASPHASPHASPHASPH ASPHASPHASPHASPHASPHASPHASPHASPH ASPH ASPH UTUT UT UTHHHHHHHVLTVLTVLTVLTVLTVLT HH VLTS VLTBUS SHELTERTRASHBINBUSSIGNTRASHBINBUS SIGNPOWERCABINETSW SW SW SWDRWDRWYIELDRAISED MARKERSRAISED MARKERSRAISED MARKERSRAISED MARKERSRAISED MARKERSDOUBLE RAISED MARKERSRAISED MARKERSDOUBLE RAISED MARKERSBUSSIGNBUS SHELTERTRASHBIN YIELD TRAFFICCONTROLCABINET RAISED MARKERSDOUBLE RAISED MARKERSDOUBLE RAISED MARKERSDOUBLE RAISED MARKERSDOUBLE RAISED MARKERSRAISED MARKERSRAISED MARKERSRAISED MARKERSRAISED MARKERSDOUBLE RAISED MARKERSDOUBLE RAISED MARKERSDOUBLE RAISED MARKERSDOUBLE RAISED MARKERSSWSWSWDRWDRWSW SW DRW SW SW SWSW DRWCONC WALL36" CMP36" DI 30" CONC 30" CONC 27" CONC 27" CONC 27" CONC 24" CMP12" CONC4" CONC6" DI12" CPP12" CPP12" CONC 6" CONC 6" CONC 6" CONC6" PVC 12" DI 12" CONC 12" CONC6" CONC 15" CMP15" CMP6" CONC8" VC8" CONC 18" CONC HH TTTETRAFFICVLTTS SLHHTMHGV2WVFOFO2FOMHGVGVGVITSVLT2TS LTVLT WV4WVLTVLT TC SLHHLTHHCENTURYLINKVLTWVELECVLTWVGVTS LTHHTS LTVLTELECVLT2 MISCMHTS-LTVLTGVGVSLHHHHLTHHTCHHFOFOMHFOFOMHFOFOMHTS LTHHMW LTHHTMHICVICV2WVTMHGV WVWVWV BROADBANDVLTLTHHICVICVICVICVICVHHWVWVELECVLTHHICVICV2HHWMELECVLTLT HHWVELEC VLT2WMWVLT HH ELECVLTLTHHWMICVGVCWSW SW YIELDFH CONCBENCH YIELD RAISED MARKERSDOUBLE RAISED MARKERS RAISED MARKERSRAISED MARKERSRAISED MARKERS ASPH USECROSSWALK CW SW CONC B E N C H CONC BENCHYIELD ART W O R K CONCDRW35MPH DRW RAISED MARKERSRAISED MARKERSRAISED MARKERS RAISED MARKERSRAISED MARKERS SWASPH ASPH ASPHCONC SEAMS (TYP) ASPH SW SW SWDRWDRWECOEEEEEEEEW E EE EEEE WVWV3WVWVWV3WVWVWVWVWV3WVWVWVWVHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH3HHHHHH HH HHHH HHHHHHHHHH HH HH HHHH HH 2 HH HHELEC VLTELECVLTELEC VLT 4ELEC VLTELECVLTELECVLT 2ELEC VLT ELECVLT 3IRRG2IRRG 2IRRG GVGVGVWMHH MW WMELECVLT E HH2WVHHELECVLTHHHHWM3TRAFFIC CONTROLCABINETS COMWGV GVGMWMWMWMWMWVWV3WVWVWMMWW VLT MW2VLTSHH TTSHHHHHHHHHHHHTMHVLTTS VLTHH VLT2" DROP 2" DROP HHGMDETECTORLOOP (TYP)DETECTORLOOP (TYP)6" CONC HH HH 16" CMPXXSOUNDCOLLISIONCENTERASPHASPHASPHXPPPPPPSIGNLOADLIMITUSECROSSWALKSWPARK &RIDEUSECROSSWALKASPHBLDGEQUIPGAZEBOCONCELECEQUIPSIGN ONCONC BASESIGN ONCONC BASESIGN ONCONC BASE SIGN ONCONC BASE SOUNDCOLLISIONCENTER SW SWSWSWSWDASHED YELLOWSOLID WHITEMAZDASIGNSWSWSWSIGN ONCONC BASE SIGN ONCONC BASECONC BASEREMOVED LT 4 BLRD3 BLRD3 BLRD 2 BLRDPM WELCOME TOTRUCK CITY SIGNSIGN 2 BLRD/////////////////////////////3 BLRDCHANSIGN ONCONC BASE BLDEQUIPSIGN POST ONCONC BASEDETECTORLOOP (TYP)DETECTORLOOP (TYP)RAISED MARKERSRAISED MARKERSRAISED MARKERS SIGN PIVSTORAGESHED MISCVALV SHELTERCANOPY EOPEOPEOPEOP15 MPHSIGNBLDGBLDGBLDGBLDGINLETRIM EL=24.52NEEDS TRAFFIC CONTROLCBRIM=25.13NEEDS TRAFFIC CONTROL 12" RCP8" CONC 8" CONC4" CONC30" CPP24" CPP 18" DI 18" DI 12" CPP 12" CPP12" CPPSS METAL POLEMETAL POLEMETAL POLE////SL SL FOFO W SD SSSSCENTURYLINKCENTURYLINK FO CENTURYLINK FO CENTURYLINK FOCENTURYLINK FO CENTURYLINK FOCENTURYLINK FO CENTURYLINK FOPSE2-PSE2-PSE3-PSEPSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSEPSEPSEPSEPSEPSEPSEPSEPSEPSE PSE PSE PSE PSE PSEPSE RENTONRENTONRENTONRENTONRENTONRENTONRENTONRENTON RENTON RENTON RENTON RENTONRENTON RENTON RENTON RENTONRENTON WSDOT FO WSDOT FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO2-ZAYO FO 2-ZAYO FOUTIL VLTHH HHHH UNKNOWN UTILITY UTILVLTFOVLT HH HH HHELECVAULT HH2WM HHGVIRRG MWEL=25.08 MWGWMW-3EL=26.16 MWGWMW-4EL=26.41MWGWMW-2EL=26.06MWGWMW-1EL=26.605'4" DP6'8" DP5' DP4' DP4' DP 3' DP3'9" DP3'4" DP2'11" DP6'9" DP1'DP1'11" DP2'3"DP2' DP2' DP3'11" DP 3'6" DP 5'9" DP7'2" DP6'11" DP7' DP 6'6" DP 4'4" DP4'3" DP3'7" DP2' DP4'10" DP 5'9" DP 4'7" DP1'11" DP1'11" DP2'6" DP5' DP1'4" DP2'6" DP2'2" DP3'1" DP2'6" DP 1'7" DP1'9" DP1'8" DP1'6" DP1'6" DP1'7" DP1'6" DP 1'9" DP 7'11" DP11' DP4'9" DP4'9" DP13'6" DP6'3" DP5'8" DP4'1" DP3'6" DP4'8" DP12'6" DP13'6" DP11'6"DP10' DP8'5" DP8'11" DP8'10" DP9' DP3'3" DP3'1" DP3'2" DP2'10" DP1'6" DP1'3" DP1'9" DP1'7" DP2'5" DP1'7" DP1'7" DP1'4" DP1'5" DP1'10" DP3'1" DP1' DP 1'10" DP1'11" DP 2' DP3'1" DP3'1" DP 2'2" DP 2'8" DP2'7" DP2'8" DP 3'6"DP 3'6" DP3'9" DP3'10" DP4'3" DP2'3" DP1'7" DP1'7" DP2'9" DP2'1" DP1'9" DP1'6" DP2'1" DP2'3" DP2'1" DP2'3" DP1'11" DP1'11" DP1'11" DP2'5" DP1'8" DP2'1" DP1'11" DP2'5" DP2' DP2'4"DP2'10" DP2'5" DP2' DP2'4"DP2'5" DP5'4" DP5' DP5'5" DP4'8" DP 4'DP3'7"DP2' DP4'11" DP5'2" DP 4'6"DP3'5"DP 1'9" DP 2' DP4' DP 1'9" DP5'7" DP2'7"DP2'4"DP2'4" DP 2' DP 1'10" DP 2'1" DP5'8" DP3' DP3'9" DP 3'6" DP4'11" DP6'7" DP3'9" DP2'2" DP2'4" DP5'8" DP8'6" DP9'11" DP10' DP2'DP5'10" DP10' DP3'8" DP3'11"DP 5'1" DP5'3" DP5'2" DP6'4" DP6'3" DP6'7" DP 2' DP3'2"DP2'6" DP1'4" DP2'1" DP7' DP7' DP 2'8" DP4'11" DP6'3" DP8' DP2'2" DP1'3"DP2'5" DP1'10" DP2'3" DP4'11" DP3'11" DP 2'8" DP3'6"DP3'10" DP2'7" DP2'4" DP3'4" DP3'10" DP3'5" DP3'2" DP3'11" DP3'9" DP2'4" DP3'3" DP5'5"DP4'10" DP4'4" DP5'3" DP4' DP1'9" DP2'8" DP2' DP1'11" DP4'4" DP6' DP5' DP2'8" DP3'8" DP3'10" DP2'8" DP2' DP3'7" DP2'2" DP2'4" DP3'8" DP3' DP3' DP3'11" DP3'9" DP3'7" DP1'8" DP4' DP5'11" DP3' DP1'10" DP1'2" DP1'6" DP 1'8" DP2'3" DP5'6" DP2'4" DP5'4" DP 4'8" DP5'8" DP3'11" DP6'1" DP6'4" DP6'1" DP5'4" DP 2'4" DP1'6" DP1'4"DP1'8" DP 1'5" DP1'1" DP1'4" DP1'3" DP1'6" DP1'8" DP1'5" DP1'5" DP1'4" DP1'5" DP1'8" DP1'7" DP2'3" DP 1'7" DP 4' DP2'6" DP3' DP1'5" DP 1'6" DP1'7" DP2'2" DP2'5" DP4' DP2'5" DP2'2" DP1'11" DP2' DP2'1" DP2'2" DP1'11" DP1'6" DP2'4" DP2'4" DP2'4" DP1'8" DP 4' DP5'4" DP4'11"DP1'10" DP2' DP2'8" DP2'4" DP3' DP 3'8" DP1'9" DP 4' DP4' DP3'6" DP 5' DP5'11" DP6'9" DP5'4" DP7'11" DP6'7" DP4'5" DP2'8" DP2'2" DP2' DP2' DP2'6" DP2'2" DP1'9" DP1' DP3' DP3' DP3' DP2'5" DP2'6" DP2'2" DP2'6" DP2'5" DP2'7" DP2'8" DP2'5" DP2'7" DP2'6" DP2'4" DP2'6" DP'3'4" DP2'9" DP5' DP2'8" DP3' DP2' DP 2'10" DP 4'8" DP5' DP5'9" DP5'10" DP5'8" DP5'10" DP 2'8" DP3' DP6'9" DP6' DP7'6" DP2'1" DP 5'6" DP4' DP2'4" DP2'5" DP2'5" DP2'8" DP2'3" DP 1' DP 2'5" DP2'5" DP1'6" DP1'5" DP2'6" DP2'DP 4'DP4'DP1'9" DP2'5" DP2'DP PSE12"W12"W12"W 12"W12"W12"W 12"W 12"W 12"W12"WABAN-WABAN-WABAN-WABAN-WABAN-WABAN-WABAN-WABAN-WABAN-WABAN-W 12"W12"W12"W12"W12"W12"W400404 418CONC SEAMS (TYP)DASHED WHITE WV WV DASHED WHITESOLID WHITEDASHED WHITE CO2 BLRDFH2'4'HH3'11" DP4'11" DP3'5" DP 5'5" DP2'6" DP1'3" DP1'11" DP3'9" DP1' DP3' DP2' DP4' DP3'10" DP2'5" DP2'3" DP2'2" DP 2'2" DP2' DP1'11" DP1'5" DPBROADBANDVAULT2'11" DP5'11" DP3'8" DP 1' DP2'8" DP2' DP2' DP3' DP2'3" DP 1'11" DP3' DP 1' 11" DP2'3" DP3'11" DP1'8" DP1'10" DP 4'11" DP5'2" DP4'4" DP1'7" DP 1'8" DP 4'5" DP5'6" DP3'1"DP 3'3" DP1' 8" DP3'2" DP2'5" DP 1'9" DP1' DP 1'11" DP 1'5" DP1'5" DP3'8" DP4'9" DP 1'4" DP 3' DP5'8" DP 5'10" DP6'2" DP5'5" DP 6' DP4' DP1'7" DP 1'9" DP3' DP1'5" DP1'7" DP2'8" DP2'4" DP2' DP1'9" DP1'5" DP 1'5" DP2'6" DP1'4" DP1'5" DP1'9" DP2'4" DP2'4" DP2'6" DP3'10" DP 2' DP2' DP5'5"DP6'7" DP3'5" DP1'8" DP 4'2" DP2'4" DP12' DP 2'4" DP1' DP1' DP6'11" 3'6"4'8" 8'11"1'7"2'3'9"4'10"1'1"1'5"1'4"1'7"1'10"1'7"1'11"2'2"1'0'11"6'9"4'5"1' 2'10"1'9"1' 3'ED(TYP.)ED(TYP.)ED(TYP.)ED(TYP.)1'2"1'10"2'9"2'3"2'2'3'3'4"1'3"4'3'2"3'4'2'6"2'3'3'1'8"1'2"1'2"2'7"2'5"2'7"3'8"2'2"1'7"2'9"4'2'3'3'3'3'3'10"4'1"4'9"7"4'1"3'11"5'9"2'1"1'11"1'9"2'1"1'8"4'3"3'9"4'7"3'11"3'7"3'11"10"1'9"1'7"5"2'1"1'11"9"2'4"3'1"2'11"3'3"3'11"3'5'2"4'1"4'7"2'11"2'9"1'4"1'7"2'9"2'1"2'7"2'11"3'4"3'9"2'10"2'2"2'11"1'9"1'5"1'7"1'7"1'10"1'8"1'7"2'11"2'1"2'2'3"1'9"1'6"1'8"1'7"1'11"2'1"1'7"1'6"1'6"1'2"1'4"1'5"2'3"2'1"2'7"3'1"3'1"2'3'4"3'3"1'11"3'5"2'1"2'3"2'9"2'1"2'4"1'4"1'5"1'4"1'3"1'6"1'6"1'11"1'5"2'3'10"1'3"1'6"1'4"3'9"1'5"1'11"3'11"3'9"1'7"3'10"4'10"4'9"4'10"1'3"1'8"4'1"4'9"4'9"2'7"2'10"4'1"6'6"5'7"2'9"1'1"2'7"3'4"2'10"2'3"1'10"8"10"2'9"2'6"2'1"1'8"1'11"2'5"2'3"2'7"2'11"1'7"1'9"2'2"2'2"1'7"4'9"4'11"2'8"2'1"2'8"2'7"2'5"7"1'1"1'4"2'2'1"2'9"6'3"5'4"5'3"4'9"5'7"3'10"4'11"5'11"6'8"6'11"3'10"1'6"4'1"4'2"4'7"5'9"5'8"4'8"5'11"3'11"4'1"3'9"4'5"2'11"3'1"5'2"4'11"4'7"4'1"4'6"4'8"4'6"5'3"4'6"4'9"4'11"3'7"4'1'HHHHHHHHELEC VLT2 WMELEC VLT HHHH SLHHSOUTHRENTONRULES &REGULATIONSLOADLIMITLP W / SPEEDLIMIT SIGNSLHHHANDICAPGUIDELINESPERMITPRKGBIKESTORAGEHANDICAPNO PARKFIRE LANE WV ELECPEDGROUNDRODSTOPSIGN BUSINFO STOPSIGNSTOPSIGNBUSINFOSOLID YELLOWSOLID WHITE SOLID WHITESOLIDYELLOWHANDICAPSOUTHRENTONSOUTHRENTONSOUTHRENTONPERMITPRKGPERMITPRKG1.5' RET WALLPLANTER1.5' RET WALLPLANTERPROPERTYLINE, TYP24S GRADY WAY LAKE AVE SRAINIER AVE S S 7TH STHARDIE AVE SWS GRADY WAYRAINIER AVE SRAINIER AVE S SW GRADY WAY S GRADY WAY SW 7TH STXXCONCCONCASPHSSMHRIM=27.27UNABLE TO OPENSSMH48"Ø CONCRIM=25.79IE 8" CONC NE=17.1IE 6" CONC E=18.5IE 8" DI SE=21.8IE 8" VC SW=18.2RIM=27.64UNABLE TOACCESS SDMH60"Ø CONCRIM=26.6212" CPP NE=UNABLE TO SEEIE 30" CONC NE=19.1IE 30" CONC W=19.4WAT=20.4 BOT=18.7 CB1.7' X 2.2' CONCRIM=25.21IE 12" CPP SW=23.0WAT=23.0 BOT=22.6 SDMH60"Ø CONCRIM=26.13IE 12" CPP NE=21.5IE 27" CONC E=19.7IE 30" CONC SW=19.2WAT=20.4 BOT=17.6CB2.1' X 1.6' CONCRIM=25.47IE 8" CONC N=24.1IE 12" CPP SW=24.0WAT=24.0 BOT=23.6 CB2.1' X 1.8' CONCRIM=26.15IE 12" CONC N=20.3IE 12" UNK S=19.9WAT=20.6 BOT=18.8SDMHRIM=26.16UNABLE TO OPENCB1.6' X 2.1' CONCRIM=25.82IE 4" CONC S=24.1IE 12" CPP NW=24.1WAT=23.9 BOT=23.2CB1.4' X 1.4' CONCRIM=26.93N PIPE NOT VISIBLEIE 6" DI W=26.0WAT=26.4 BOT=24.5 SDMH60"Ø CONCRIM=27.40IE 27" CONC W=19.8IE 27" CONC NE=19.4WAT=19.6 BOT=18.9SSSD6" CONC SW2VLTSFOFOFOFOFOFOFOFOFOFOFOASPH LANDSCAPINGMULTIPLE5-7" TREES20' DLNSWOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOESIGN POST ONCONC BASEOEOE OE EOPEOPCB2.2' X 1.9' CONCRIM EL=25.02IE 12" RCP E=21.8WAT=21.9 BOT=20.4SDSSSSSSSSSSCOMCASTCOMCASTCOMCAST2-PSE 2-PSE 2-PSEWWW1'7" DP 1'6" DP 1'9" DP 1'5" DP 1'7" DPSSSSSSSSSSSSSS2'1"2'9"LAKE 400+00LAKE 401+00GRADY 159+00LAKE STA 400+00.05= GRADY STA 158+70.91RAILAKDW 717+00 RAILAKDW 718+00 RAILAKDW 719+00 RAILAKDW 720+00 RAILAKDW 721+00272929303028282927282626262927IE (OUT) 23.20 SDSDSDSDSDSDSDSDSDSD SDSFSFSFSFSFSFSFSD 20 40 SCALE IN FEET 01020 (1" = 20') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 04/05/2024 J. ALTCHECH 10/22/2024 04/05/2024 CIVIL TESC PLAN S RENTON TRANSIT CENTER BT120-CTP204 BT120 J. YUEN S. GOGIA R. PARISH L. THOMSEN ------------------------ ------------------------ ------------------------ ------------------------ ------------------------ ------------------------ ------------------------ RTA/LR 0206-19 1"=20'NNo.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY:03/22/24 | 12:45 PM | SAKSHIGC:\PWWORKING\JACOBS_B&I\SAKSHIG@OSBORNCONSULTING.COM\D0436120\S1-BT120-CTP201-205.DWGS1-BT120-CTP201-205 FACILITY ID: NOT FOR CONSTRUCTION 90% SUBMITTAL Xrefs: xS1-BT120-VSF100 xS1-BTP120-CPP001 xBRT-CUD05-TB22x34 xS1-BTP120-GZK020 xS1-BTP120-CAP001 xS1-BT120-CGP001 xS1-BT120-CMP001 xS1-BT120-CTP001 xS1-BT120-CTN101 GB-SEAL-JY35420 OSBORNCONSULTINGINCORPORATED 222 102 103201 202203204205SW 7TH STRAINIERAVE SHARDIEAVE SWSR-167KEY MAP SW GRADY WAY 101 104 105 107106MATCHLINE:SEE DWG BT120-CTP203MATCHLINE:SEE DWG BT120-CTP205 MATCHLINE:SEE DWG BT120-CTP202MATCHLINE:SEE DWG BT120-CTP104 MATCHLINE:SEE DWG BT120-CTP105 MATCHLINE:SEE DWG BT120-CTP1062 2 9 10 060 GENERAL NOTES:1.CONTRACTOR SHALL MAINTAIN AND ADJUSTTEMPORARY EROSION AND SEDIMENT CONTROL(TESC), AS NEEDED.2.PROTECT EXISTING TREES AND SHRUBS UNLESSNOTED FOR REMOVAL. FOR SITE PREPARATIONPLANS, SEE DRAWINGS BT120-CSP101-106, ANDBT120-CSP201-205.3.PROTECT EXISTING DRAINAGE STRUCTURES SUCHAS CATCH BASINS, MANHOLES AND PIPES UNLESSNOTED FOR REMOVAL. SEE DRAWINGSBT120-CSP101-106, AND BT120-CSP201-205.4.FOR DRAINAGE PLANS, SEE DRAWINGSBT120-CDP101-106, AND BT120-CDP201-205.5.FOR ADDITIONAL INLET PROTECTION, A SANDBAGBARRIER SHALL BE PLACED UPSTREAM OF CATCHBASIN PER CITY OF RENTON STANDARD PLAN216.50.6.CLEARING LIMITS IN LANDSCAPING AREAS WITHINTHE PROJECT LIMITS SHALL BE DELINEATED WITH SILT FENCE INSTALLED AT A 2-FOOT OFFSET FROM THE INSIDE OF THE CHAIN LINK FENCE EXCEPT AT DRIVEWAY AND SIDEWALK LOCATIONS.. 7.AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. INLET PROTECTIONSILT FENCECOMPOST SOCKCONSTRUCTION FENCELEGEND:SFSF STABILIZED CONSTRUCTION ENTRANCECONCRETE WASHOUT AREAKEY NOTES: 2 INSTALL INLET PROTECTION PER COR STD PLAN 216.30 3 INSTALL SILT FENCE PER COR STD PLAN 214.00. 4 INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02.WHEN COMPOST SOCKS ARE USED ON PAVEMENT, HEAVYCONCRETE BLOCKS SHALL BE USED BEHIND THE COMPOSTSOCKS TO HELP STABILIZE DURING RAINFALL/RUNOFF EVENTS. 7 INSTALL CONSTRUCTION FENCE.CONC CONCCONCSIGN DEBRISSIGNSIGNSIGNCONC ASPH ASPH ASPHASPHASPHASPHASPHASPHASPHASPH ASPHASPHASPHASPHASPHASPHASPHASPH ASPH ASPH UTUT UT UTHHHHHHHVLTVLTVLTVLTVLT HH VLTS VLTBUS SHELTERTRASHBIN TRASHBINSW SW SW SWDRWDRWBUS SHELTERTRASHBIN TRAFFICCONTROLCABINETC&GC&G C&GC&GC&G C&GC&G C&GSWSWSWDRWDRWSWSWDRWSWSW SWSW DRWEXTR CONC CURBEXTR CONC CURB EXTR CONCCURBCONC WALL6" CONC8" VC8" CONC 18" CONC TTTETRAFFICVLTTMHGV2WVFOFOGVGVGVWV4WVWVWVGV2 MISCMHGVGVFOFOFOMWTMHICVICV2WVTMHGVWVWVWV ICVICVICVICVICVWVWVICVICVWMWV2WMWVWMICVGV GATE CWSW SW FH CONCBENCH ASPH 4' WOOD FNC CW SW CONC B E N C H CONC BENCHART W O R K CONCDRW DRWSWASPHASPH ASPHCONC SEAMS (TYP) C&G C&G C&G C&G C&G ASPH SW SW SWDRWDRWECOEEEEEEEEW E EE EEEE WVWV3WVWVWV3WVWVWVWVWV3WVWVWVWV3IRRG2IRRG2IRRGGVGVGVWM MW WM E 2WVWM3TRAFFIC CONTROLCABINETS MWGV GVGMWMWMWMWMWVWV3WVWVWMMWW VLT MW2VLTSHH TTMHGMDETECTORLOOP (TYP)DETECTORLOOP (TYP)6' CLEF6' TEMP CLEF6' TEMP CLEF6' TEMP CLEF 6' TEMPCLEF 8' CLEFASPHASPH ASPH 5.5' CLEF SW2' FNC C&G C&G C&GGATE6' CLEFASPH5.5' CLEF6' CLEF BLDGEQUIPGAZEBOCONC SW SWSWSWSWC&GSWSW SWC&GCONC BASEREMOVED LT 4 BLRD3 BLRD3 BLRD 2 BLRD 6' TEMP CLEF6' CLEF 2 BLRD/////////////////////////////3 BLRDWHEEL STOPS (TYP)WHEEL STOPS (TYP)6' TEMP CLEF SIGN POST ONCONC BASEWHEELSTOPS (TYP)6' CLEFDETECTORLOOP (TYP)DETECTORLOOP (TYP)PIVGATESTORAGESHED MISCVALV SHELTERCANOPY EOPEOPEOPEOPBLDGBLDGBLDGBLDGSSMETAL POLEMETAL POLEMETAL POLE////SL SL FOFO W SD SSCENTURYLINKCENTURYLINK FO CENTURYLINK FO CENTURYLINK FOCENTURYLINK FO CENTURYLINK FOCENTURYLINK FO CENTURYLINK FOPSE2-PSE2-PSE3-PSEPSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSEPSEPSEPSEPSEPSEPSEPSEPSEPSE PSE PSE PSE PSE PSEPSE RENTONRENTONRENTONRENTONRENTONRENTONRENTONRENTON RENTON RENTON RENTON RENTONRENTON RENTON RENTON RENTONRENTON WSDOT FO WSDOT FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO2-ZAYO FO 2-ZAYO FOPSE GAS PSE GASPSE GASPSE GAS PSE GAS PSE GAS PSE GAS PSE GASPSE GAS PSE GAS PSE GASPSE GAS PSE GASPSE GAS PSE GAS FOVLT 2WM HHGVIRRG BOREHOLEGA-10EL=26.31BOREHOLESB-1EL=27.17BOREHOLEGA-14EL=26.36BOREHOLEP-14EL=25.43 BOREHOLEP-12EL=25.14 BOREHOLEGA-1EL=25.09 BOREHOLEGA-2EL=25.98 MWEL=25.08 BOREHOLERW10EL=25.30 MWGWMW-3EL=26.16 MWGWMW-4EL=26.41MWGWMW-2EL=26.06BOREHOLEGA-3EL=25.97MWGWMW-1EL=26.60 BOREHOLEGA-4EL=26.06BOREHOLESH-5EL=26.22BOREHOLEGA-8EL=26.69 BOREHOLEGA-5EL=27.71 BOREHOLEGA-7EL=27.67BOREHOLEGA-6EL=27.90BOREHOLESB-2EL=27.29BOREHOLEGA12EL=26.45BOREHOLEGA-13EL=26.06BOREHOLEP-15EL=25.66 5'4" DP6'8" DP5' DP4' DP4' DP 3' DP3'9" DP3'4" DP2'11" DP6'9" DP1'DP1'11" DP2'3"DP2' DP2' DP3'11" DP 3'6" DP 5'9" DP7'2" DP6'11" DP7' DP 6'6" DP 4'4" DP4'3" DP3'7" DP2' DP 7'11" DP11' DP4'9" DP4'9" DP13'6" DP6'3" DP5'8" DP4'1" DP3'6" DP4'8" DP12'6" DP13'6" DP11'6"DP10' DP8'5" DP8'11" DP8'10" DP9' DP2'2" DP 2'8" DP2'7" DP2'8" DP 3'6" DP3'9" DP3'10" DP4'3" DP2'3" DP1'7" DP5'4" DP4'DP3'7"DP4'11" DP5'2" DP 4'6"DP3'5"DP 5'7" DP2'7"DP2'4"DP5'8" DP3' DP3'9" DP 3'6"DP 4'11" DP6'7" DP3'9" DP2'2" DP2'4" DP5'8" DP8'6" DP9'11" DP10' DP2'DP5'10" DP10' DP3'8" DP3'11"DP 5'1" DP5'3" DP5'2" DP6'4" DP6'3" DP6'7" DP 2' DP3'2"DP2'6" DP1'4" DP2'1" DP7' DP7' DP 2'8" DP4'11" DP6'3" DP 8' DP2'2" DP1'3"DP2'5" DP1'10" DP2'3" DP4'11" DP3'11" DP 2'8" DP3'6"DP3'10" DP2'7" DP2'4" DP3'4" DP3'10" DP3'5" DP3'2" DP3'11" DP3'9" DP2'4" DP3'3" DP5'5"DP4'10" DP4'4" DP5'3" DP1'10" DP1'2" DP1'6" DP 1'8" DP2'3" DP5'6" DP 4'8" DP5'8" DP3'11" DP6'1" DP6'4" DP6'1" DP5'4" DP4' DP5'4" DP4'11"DP 4' DP3'6" DP 5' DP5'11" DP6'9" DP5'4" DP7'11" DP6'7" DP4'5" DP 2'8" DP6'9" DP6' DP7'6" DP 5'6" DP 1'9" DP2'5" DP2'DP 12"W12"W12"W 12"W12"W12"W 12"W 12"W 12"W 12"WABAN-WABAN-WABAN-WABAN-WABAN-WABAN-WABAN-WABAN-WABAN-WABAN-W 12"W12"W12"W12"W12"W12"W400404 418CONC SEAMS (TYP)C&G WV WVEXTRUDED CURBCO2 BLRDFHEXTR CONC CURBEXTR CONCCURB 4'11" DP5'5" DP2'6" DP1'3" DP1'11" DP2'2" DP 2'2" DPBROADBANDVAULT2'11" DP 3' DP2'3" DP 1'11" DP2'3" DP3'11" DP 4'11" DP5'2" DP4'4" DP4'5" DP5'6" DP 6' DP4' DP 5'5"DP6'7" DP 4'2" DP2'4" DP12' DP6'11" 3'6"4'8" 8'11"1'7"2'3'9"4'10"6'9"4'5"ED(TYP.)ED(TYP.)ED(TYP.)ED(TYP.)2'5"2'7"3'8"2'2"3'10"4'1"4'9"7"4'1"3'11"5'9"5"2'1"1'11"9"2'4"3'1"2'11"3'3"3'11"3'5'2"4'1"4'7"2'11"2'9"1'4"1'7"2'9"2'1"2'7"2'11"3'4"3'9"2'10"4'9"4'11"2'8"2'1"2'8"2'7"2'5"7"1'1"1'4"2'2'1"2'9"6'3"5'4"5'3"4'9"5'7"3'10"4'11"5'11"6'8"6'11"3'10"1'6"4'1"4'2"4'7"5'9"5'8"4'8"5'11"3'11"4'1"3'9"4'5"2'11"3'1"5'2"4'11"4'7"4'1"4'6"4'8"4'6"5'3"4'6"4'9"4'11"3'7"2 WM BIKESTORAGEWV6" TREE30' DLN 1.5' RET WALLPLANTER1.5' RET WALLPLANTERPROPERTYLINE, TYP24XXXXXXXXXXXXXXRAINIER AVE S NBRAINIER AVE S SBGRADY WAY EB ASPH ASPHASPHSSMH36"Ø CONCRIM=27.97IE 8" VC NE=14.5IE 8" CONC S=13.92.3' X 2.0' CONC CB2.1' X 1.9' CONCRIM=26.61IE 12" DI SE=22.7IE 12" DI W=22.7WAT=22.6 BOT=19.8INLETRIM=26.88 CB2.1' X 1.8' CONCRIM=26.42IE 12" CPP NW=23.6WAT=23.2 BOT=21.8INLETRIM=28.75 SDMH48"Ø BRICKRIM=28.89IE 30" CONC E=19.9IE 24" CONC W=19.8WAT=20.4 BOT=19.5 CBRIM=26.78IE 8" DI S=25.5WAT=25.3 BOT=22.9 CBRIM=25.90CB2.3' X 2.2' CONCRIM=25.65IE 6" DI S=24.5WAT=24.4 BOT=21.3SDSDSSSSSSSSSSSSSD 30" CONC8" CONCHH 12" TREE28' DLN11" STUMPCONC BENCHLANDSCAPINGCONC5" TREE8' DLN5" TREE11' DLN RAISED MARKERSRAISED MARKERSRAISED MARKERSRAISED MARKERSSWMULTIPLE6" TREES35' DLNASPHOEOEOE SWLANDSCAPINGDRWEEEERIM= 28.66WV WVHHHHHH 3HH HH 2 HH HH4ELEC VLT HHWM3TRAFFIC CONTROLCABINETS WE EE FO FO FO FO FO FO FOFOFOFOFOFOFOFO FOSDSDSDFOFOFOFOFOFOFOFOSDSDSDSDSDSDSDSDSDSSSSSSSSSSEFOFOFOCONC BASEREMOVED LT OE OE OE OE OE OE OE OE OE OE OE OE OE OEOEOEOEOEOEOEOEOEOEOEOEOEOEINLETRIM EL=26.78UNABLE TO OPENCB60" CONCRIM EL=28.35IE 24" CPP N=19.4IE 30" CPP NE=19.8IE 12" CPP S=21.7IE 36" CPP SW=19.6BOT=17.8 SDMH48" CONCRIM EL=28.71IE 12" DI N=22.6IE 12" DI S=22.8WAT=22.6 BOT=20.6 INLETRIM EL=26.93NEEDS TRAFFIC CONTROLCB1.7' X 2.2' CONCRIM EL=26.55IE 4" CONC W=25.2WAT=25.2 BOT=24.9SD4" CONC30" CPPFO FOFOCOMCAST COMCAST2-PSE 2-PSE 2-PSE2-ZAYO FOUTIL VLTHHBOREHOLEGA12EL=26.45BOREHOLEGA-13EL=26.06BOREHOLEEL=25.66 5'9" DP 7'2" DP6'11" DP 7' DP 6'6" DP4'10" DP 5'9" DP 4'7" DP1'6" DP1'3" DP1'9" DP1'7" DP2'5" DP1'7" DP1'7" DP1'4" DP1'5" DP1'10" DP2'1" DP1'11" DP2'5" DP2' DP2'4"DP2'10" DP 2'5" DP2' DP4'11" DP5'2" DP12"W12"W12"WSOLID WHITEDASHED WHITESDSDSDSD3' DP2'3" DP 1'11" DP 1' 11" DP1'7" DP 3'8" DP4'9" DP 3' DP 5'8" DP 5'10" DP 6'2" DP 5'5" DP6'11"ED(TYP.)GRADY 153+00 GRADY 154+00RAINIER 202+00S GRADY WAYRAINIER AVE S27 262929 2728 26SDSDSD SDSD SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSD 20 40 SCALE IN FEET 01020 (1" = 20') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 04/05/2024 J. ALTCHECH 10/22/2024 04/05/2024 CIVIL TESC PLAN S RENTON TRANSIT CENTER BT120-CTP205 BT120 J. YUEN S. GOGIA R. PARISH L. THOMSEN ------------------------ ------------------------ ------------------------ ------------------------ ------------------------ ------------------------ ------------------------ RTA/LR 0206-19 1"=20'NNo.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY:03/22/24 | 12:45 PM | SAKSHIGC:\PWWORKING\JACOBS_B&I\SAKSHIG@OSBORNCONSULTING.COM\D0436120\S1-BT120-CTP201-205.DWGS1-BT120-CTP201-205 FACILITY ID: NOT FOR CONSTRUCTION 90% SUBMITTAL Xrefs: xS1-BT120-VSF100 xS1-BTP120-CPP001 xBRT-CUD05-TB22x34 xS1-BTP120-GZK020 xS1-BTP120-CAP001 xS1-BT120-CGP001 xS1-BT120-CMP001 xS1-BT120-CTP001 xS1-BT120-CTN101 GB-SEAL-JY35420 OSBORNCONSULTINGINCORPORATEDMATCHLINESEE DWG BT120-CTP101MATCHLINESEE DWG BT120-CTP2033 222 102 103201 202203204205SW 7TH STRAINIERAVE SHARDIEAVE SWSR-167KEY MAP SW GRADY WAY 101 104 105 107106MATCHLINESEE DWG BT120-CTP104473 061 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS AREMEASURED TO THE BACK OF CURB.2.PROTECT EXISTING UTILITIES AND FEATURES WITHINPROJECT LIMITS UNLESS NOTED OTHERWISE.3.REMOVE SIDEWALK AND CURB AND GUTTER TO NEARESTJOINT.4.FOR SIGN REMOVALS, SEE CHANNELIZATION ANDSIGNING PLANS.5.FOR DRAINAGE REMOVALS, SEE DRAINAGE PLANS.6.FOR UTILITY REMOVALS, SEE UTILITY PLANS.7.FOR SIGNAL REMOVALS, SEE SIGNAL PLANS.8.FOR LIGHTING REMOVALS, SEE LIGHTING PLANS.9.FOR ELECTRICAL REMOVALS, SEE ELECTRICAL PLANS.10.CHANNELIZATION REMOVALS OUTSIDE OF SAWCUTLIMITS ARE SHOWN ON THE SITE PREPARATION PLANS.CHANNELIZATION WITHIN SAWCUT LIMITS ARE ASSUMEDTO BE INCLUDED WITH PAVEMENT REMOVALS.11.PAVEMENT IS TO BE SAWCUT WHEN REMOVAL LIMITSABUT PAVEMENT TO REMAIN IN PLACE.GENERAL SITE PREPARATION NOTESTREE PROTECTION NOTES1.TREE PROTECTION FENCING TO BE INSTALLED PRIOR TOANY GROUND DISTURBANCE WORK.//////////////////////////////////////////////XXXX X XSIGNSIGNSIGNSIGNASPH ASPH ASPHASPHASPHASPHASPHASPH ASPHASPHASPHASPHASPHUTUTUTUTHHHHHHHVLTVLTVLTVLTVLTVLTSVLTDRW6" CONC8" VC8" CONC18" CONC EDRWDRWDRWECOEEEEEEEEWEEEEEEEGVGVGV EFOFOGGWWWCOWFOWGVGVGM2VLTSHH TWTMHGMXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX4 BLRD3 BLRD3 BLRD 2 BLRD XXX2 BLRD/////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////3 BLRDMISCVALV GFO FO FO////////////////SLSLG G GFOFOFOWSDOT FOWSDOT FO GW FOVLTHHGV 7'11" DP11' DP4'9" DP4'9" DP13'6" DP6'3" DP5'8" DP4'1" DP3'6" DP4'8" DP12'6" DP13'6" DP11'6"DP10' DP2'8" DP3' DP3'9" DP 3'6"DP3'11"DP 6'4" DP6'3" DP 6'7" DP 2' DP3'2"DP2'6" DP4'11" DP 3'11" DP2'8" DP3'10" DP2'7" DP 2'4" DP 3'4" DP 3'10" DP 3'5" DP 3'2" DP 3'11" DP 3'9" DP3'3" DP5'5"DP4'10" DP4'4" DP5'3" DP1'10" DP1'2" DP1'6" DP 5'6" DP 400404 418CCO2 BLRD2'2" DP BROADBANDVAULT2'3" DP3'11" DP 4'11" DP 4'2" DP2'4" DP12' DP6'11"3'6"4'8"8'11"3'9"4'10"ED(TYP.)ED(TYP.)ED(TYP.)ED(TYP.)3'10"4'1"4'9"7"4'1"3'11"5'9"5"2'1"1'11"9"2'4"3'1"2'11"3'3"3'11"3'5'2"4'1"4'7"2'11"2'9"1'4"1'7"2'9"2'1"2'7"2'11"3'4"3'9"2'10"4'9"4'11"2'8"2'1"2'8"2'7"2'5"7"1'1"1'4"2'2'1"2'9"//6" TREE30' DLN ////////////////CONCCONCSIGNSIGNSIGNSIGNCONCASPHASPHASPHASPHASPHASPHASPHASPH ASPHASPHASPHASPHASPHASPHUTUTUTUTHHHHHHHVLTVLTVLTVLTVLTHHVLTSVLTDRWDRWC&GC&G C&GC&GC&G C&G C&G C&GDRWDRWDRW DRWEXTR CONC CURB EXTR CONC CURB EXTR CONCCURB6" CONC8" VC8" CONC18" CONC TTTETMHGVFOFOGVGVGVGV2 MISCMHGVGVFOFOFOTMHICVICVTMHGV ICVICVICVICVICVICVICVICVGVDRWDRWCONC SEAMS (TYP)C&G C&GC&GC&G C&G DRWECOEEEEEEEEWEEEEEEEGVGVGV ECOGVGVGM2VLTSHHTTMHGMXXXC&G C&GC&GC&G C&G4 BLRD3 BLRD3 BLRD 2 BLRD 2 BLRD/////////////////////////////3 BLRDWHEEL STOPS (TYP)WHEEL STOPS (TYP)WHEELSTOPS (TYP)MISCVALV METAL POLEMETAL POLEMETAL POLE////SLSL SSCENTURYLINKCENTURYLINK FO CENTURYLINK FOCENTURYLINK FOCENTURYLINK FO CENTURYLINK FOCENTURYLINK FOCENTURYLINK FOWSDOT FOWSDOT FO2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO2-ZAYO FO 2-ZAYO FOFOVLTHHGV7'11" DP11' DP4'9" DP4'9" DP13'6" DP6'3" DP5'8" DP4'1" DP3'6" DP4'8" DP12'6" DP13'6" DP11'6"DP10' DP2'2" DP2'8" DP2'7" DP2'8" DP 3'6" DP3'9" DP3'10" DP4'3" DP2'3" DP1'7" DP3' DP3'9" DP 3'6" DP4'11" DP6'7" DP3'9" DP2'2" DP2'4" DP5'8" DP8'6" DP9'11" DP10' DP2'DP5'10" DP10' DP3'8" DP3'11"DP5'1" DP5'3" DP5'2" DP6'4" DP6'3" DP6'7" DP 2' DP3'2"DP2'6" DP1'4" DP2'1" DP7' DP7' DP 2'8" DP4'11" DP6'3" DP8' DP2'2" DP1'3"DP2'5" DP 1'10" DP2'3" DP4'11" DP3'11" DP 2'8" DP3'6"DP 3'10" DP2'7" DP2'4" DP3'4" DP3'10" DP3'5" DP3'2" DP3'11" DP3'9" DP2'4" DP3'3" DP5'5"DP4'10" DP4'4" DP5'3" DP1'10" DP1'2" DP1'6" DP 1'8" DP2'3" DP5'6" DP 4'8" DP5'8" DP3'11" DP6'1" DP6'4" DP6'1" DP5'4" DP4' DP5'4" DP4'11"DP4' DP3'6" DP 5' DP5'11" DP6'9" DP5'4" DP7'11" DP6'7" DP4'5" DP 2'8" DP6'9" DP6' DP7'6" DP 5'6" DP 1'9" DP2'5" DP400404 418CONC SEAMS (TYP)C&G EXTRUDED CURBCO2 BLRDEXTR CONC CURBEXTR CONCCURB 4'11" DP5'5" DP2'6" DP1'3" DP1'11" DP2'2" DP 2'2" DPBROADBANDVAULT2'11" DP2'3" DP3'11" DP 4'11" DP 5'5"DP6'7" DP 4'2" DP2'4" DP12' DP6'11"3'6"4'8"8'11"1'7"2'3'9"4'10"6'9"4'5"ED(TYP.)ED(TYP.)ED(TYP.)ED(TYP.)3'10"4'1"4'9"7"4'1"3'11"5'9"5"2'1"1'11"9"2'4"3'1"2'11"3'3"3'11"3'5'2"4'1"4'7"2'11"2'9"1'4"1'7"2'9"2'1"2'7"2'11"3'4"3'9"2'10"4'9"4'11"2'8"2'1"2'8"2'7"2'5"7"1'1"1'4"2'2'1"2'9"6" TREE30' DLN STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 04/12/2024 J. ALTCHECH 10/22/2024 4/12/2024 CIVIL SITE PREPARATION PLAN GENERAL NOTES BT120-CSN101 BT120 L. REDMAN L. REDMAN L. GILBERT L. REDMAN RTA/LR 0206-19 NTS No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY:03/26/24 | 1:56 PM | YSHENC:\PWWORKING\JACOBS_B&I\JEG_EX-SHENY\D0436120\S1-BT120-CSN101.DWGS1-BT120-CSN101 FACILITY ID: NOT FOR CONSTRUCTION 90% SUBMITTAL Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CXN001 xS1-BT120-VRX001 xS1-BT120-VSF100 xS1-BT120-CSP001 xS1-BT120-GZK020 GB-SEAL-LBR22025708 xS1-BT120-CGP001 xS1-BT120-VCN001 SR-167S GRADY WAYHARDIE AVERAINIER AVE S LAKE AVE SN SCALE IN FEET 0 (CUSTOM) 60 30 60 120 AREA MAP 1" = 60' SW 7TH STRAINIERAVE SHARDIEAVE SWSR-167KEY MAPSW GRADYWAY LAKEAVE S102 103201 202203204205101104 105106 107N SCALE IN FEET 0 (CUSTOM) 60 30 60 120SW 064 //////////////////////////////////////////104 H8" CONC18" CONCDRWEEEWEE3TRAFFIC CONTROLCABINETSX XXX XXXXXXXGRADY 149+00GRADY 150+00GRADY 151+00RAINIER 200+00 RAINIER 201+00 RAINIER 202+00 RAINIER 203+00 RAINIER 204+0011001011021031061071051081091601612110111112166100210011003LEGEND:CLEARING AND GRUBBINGREMOVE GRAVELHMA GRINDINGSAWCUT LINETREE PROTECTION ZONETREE PROTECTION FENCINGTREE TO BE REMOVEDTREE TAG NUMBERSEE SHEET BT120-CSS101SITE PREPARATION POINT1036X ////////////////104 CONCUTHHHHH HHDRWDRW TRAFFICCONTROLCABINETDRWDRWDRW DRW6" CONC8" VC8" CONC 18" CONC TTTETRAFFICVLTTMHGVFOFOGVGVGVGV2 MISCMHGVGVFOFOFOMWTMHICVICVTMHGV ICVICVICVICVICVICVICVICVGV GATE 4' WOOD FNC DRW DRW DRWECOEEEEEEEEW E EE EEEE GVGVGV E3TRAFFIC CONTROLCABINETS COMWGV GVGMMWMW2VLTSHH TTMHGMDETECTORLOOP (TYP)DETECTORLOOP (TYP)6' CLEF6' TEMP CLEF6' TEMP CLEF6' TEMP CLEF 6' TEMPCLEF 8' CLEF 5.5' CLEF2' FNC GATE 6' CLEF5.5' CLEF6' CLEFCONC 4 BLRD3 BLRD3 BLRD 2 BLRD 6' TEMP CLEF6' CLEF 2 BLRD/////////////////////////////3 BLRD6' TEMP CLEF 6' CLEFDETECTORLOOP (TYP)DETECTORLOOP (TYP)GATE MISCVALV METAL POLEMETAL POLEMETAL POLE////SL SL SSWSDOT FOWSDOT F O HHGV MWEL=25.08 MWGWMW-3EL=26.16 MWGWMW-4EL=26.41MWGWMW-2EL=26.06MWGWMW-1EL=26.60 7'11" DP11' DP4'9" DP4'9" DP13'6" DP6'3" DP5'8" DP4'1" DP3'6" DP4'8" DP12'6" DP13'6" DP11'6"DP10' DP2'2" DP 2'8" DP2'7" DP2'8" DP 3'6" DP3'9" DP3'10" DP4'3" DP2'3" DP CO2 BLRD2'6" DP1'3" DP1'11" DP 4'2" DP2'4" DP12' DP6'11"3'6" 4'8" 8'11"1'7"2'6'9"4'5"3'10"4'1"4'9"7"4'1"3'11"5'9"5"2'1"1'11"9"2'4"3'1"2'11"3'3"6" TREE30' DLN 1.5' RET WALLPLANTER1.5' RET WALLPLANTER1.SEE SHEET BT120-CSN101 FOR SITE PREPARATIONGENERAL NOTES.2.SEE SHEETS BT120-CPP101-107 ANDBT120-CPP201-205 FOR PAVING PLANS.3.SEE SHEETS BT120-CSD101-102 FOR SITEPREPARATION POINT TABLES.4.SEE SHEETS BT120-LTS101-102 FOR TREEINVENTORY TABLE AND TREE PROTECTION DETAIL.5.SEE GENERAL SHEETS FOR HATCHING AND LINESTYLES.GENERAL NOTES: 20 40 SCALE IN FEET 01020 (1" = 20') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 04/12/2024 J. ALTCHECH 10/22/2024 4/12/2024 CIVIL SITE PREPARATION PLAN RAINIER STA 200+00 TO RAINIER STA 204+00 BT120-CSP101 BT120 L. REDMAN L. REDMAN L. GILBERT L. REDMAN RTA/LR 0206-19 1"=20' NMATCHLINE: RAINIER STA 204+00SEE DWG BT120-CSP102MATCHLINE: GRADY STA 151+00SEE DWG BT120-CSP104 RAINIER AVE SS GRADY WAYCL BT120-C-RAINIERCL BT120-C-GRADYCL BT120-C-SR167 No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY:03/26/24 | 1:56 PM | YSHENC:\PWWORKING\JACOBS_B&I\JEG_EX-SHENY\D0436120\S1-BT120-CSP101-107.DWGS1-BT120-CSP101-107 FACILITY ID: NOT FOR CONSTRUCTION 90% SUBMITTAL Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CAP001 xS1-BT120-GZK020 xS1-BT120-CSP001 xS1-BTP120-VSF100 xS1-BT120-CSN001 xS1-BT120-VRX001 xS1-BT120-RPP001 xS1-BT120-LTP001 GB-SEAL-LBR22025708 xS1-BT120-VSF100 MATCHLINE:SEE DWG BT120-CSP205MATCHLINE:SEE DWG BT120-CSP205 102 103201 202203204205SW 7TH STRAINIERAVE SHARDIEAVE SWSR-167SW GRADY WAY 101 104 105 KEY MAP LAKEAVE S107106 065 HHHHSWDRWECOEEEEGVGVWWWCCCCCCCCCGVN TC 509+53N TC 510+00S TC 609+53S TC 610+00 HARDIE 310+00HARDIE 309+00HARDIE 310+00RAINIER 204+00 RAINIER 205+00 RAINIER 206+00 RAINIER 207+00 RAINIER 208+00 RAINIER 209+00120121122128123124125126130129127132133134137131136135311128138139140141142143144102510241025.11026 1027.1 1027 1028 1028.11028.21028.3 1029 1029.1 1029.2103010311032 1033 1034 10351033.110231022102110201019 10181012 (no longer exists)NOT SURVEYED NOT SURVEYEDNOT SURVEYED LEGEND:CLEARING AND GRUBBINGREMOVE GRAVELHMA GRINDINGSAWCUT LINETREE PROTECTION ZONETREE PROTECTION FENCINGTREE TO BE REMOVEDTREE TAG NUMBERSEE SHEET BT120-CSS101SITE PREPARATION POINT1036XREMOVE CEMENT CONCRETE SIDEWALKREMOVE CEMENT CONCRETE CURBREMOVE CEMENT CONCRETE CURB AND GUTTERPROTECT DURING CONSTRUCTIONCONSTRUCTION NOTES:12381.SEE SHEET BT120-CSN101 FOR SITE PREPARATIONGENERAL NOTES.2.SEE SHEETS BT120-CPP101-107 ANDBT120-CPP201-205 FOR PAVING PLANS.3.SEE SHEETS BT120-CSD101-102 FOR SITEPREPARATION POINT TABLES.4.SEE SHEETS BT120-LTS101-102 FOR TREEINVENTORY TABLE AND TREE PROTECTION DETAIL.5.SEE GENERAL SHEETS FOR HATCHING AND LINESTYLES.GENERAL NOTES:////////////////104 CONCUTHHHHH HHBUS SHELTERBUS SHELTER TTTTMHGVGVGVGVGV2 MISCMHGVGVMWTMHTMHGV GV GATE 4' WOOD FNC CO GVGVGV COMWGV GVGMMWMW2VLTSHH TTMHGMX6' CLEF6' TEMP CLEF X6' TEMP CLEF6' TEMP CLEF 6' TEMPCLEF 8' CLEF X 5.5' CLEF2' FNC GATE 6' CLEF5.5' CLEF6' CLEF GAZEBOCONC 4 BLRD3 BLRD3 BLRD 2 BLRD 6' TEMP CLEF6' CLEF 2 BLRD/////////////////////////////3 BLRD6' TEMP CLEF 6' CLEFGATE MISCVALV SHELTERCANOPYBLDGBLDGBLDGBLDG METAL POLEMETAL POLEMETAL POLE////SL SLWSDOT FO WSDOT FO FOVLTHHGVMWEL=25.08 MWGWMW-3EL=26.16 MWGWMW-4EL=26.41MWGWMW-2EL=26.06MWGWMW-1EL=26.60 7'11" DP11' DP4'9" DP4'9" DP13'6" DP6'3" DP5'8" DP4'1" DP3'6" DP4'8" DP12'6" DP13'6" DP11'6"DP10' DP3' DP3'9" DP 3'6"DP 7' DP7' DP 2'8" DP4'11" DP6'3" DP 8' DP2'2" DP1'3"DP2'7" DP2'4" DP3'4" DP3'10" DP3'5" DP3'2" DP3'11" DP3'9" DP5'5"DP4'10" DP4'4" DP5'3" DP1'10" DP1'2" DP1'6" DP CO2 BLRDBROADBANDVAULT 4'2" DP2'4" DP12' DP 3'6"4'8" 2'3'9"4'10"4'5"3'1"2'11"3'3"3'11"3'5'2"4'1"4'7"2'11"2'9"1'4"1'7"2'9"2'1"2'7"2'11"3'4"3'9"2'10"BIKESTORAGE6" TREE30' DLN 1.5' RET WALLPLANTER1.5' RET WALLPLANTER 20 40 SCALE IN FEET 01020 (1" = 20') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 04/12/2024 J. ALTCHECH 10/22/2024 4/12/2024 CIVIL SITE PREPARATION PLAN RAINIER STA 204+00 TO RAINIER STA 208+50 BT120-CSP102 BT120 L. REDMAN L. REDMAN L. GILBERT L. REDMAN RTA/LR 0206-19 1"=20' No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY:03/26/24 | 1:57 PM | YSHENC:\PWWORKING\JACOBS_B&I\JEG_EX-SHENY\D0436120\S1-BT120-CSP101-107.DWGS1-BT120-CSP101-107 FACILITY ID: NOT FOR CONSTRUCTION 90% SUBMITTAL Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CAP001 xS1-BT120-GZK020 xS1-BT120-CSP001 xS1-BTP120-VSF100 xS1-BT120-CSN001 xS1-BT120-VRX001 xS1-BT120-RPP001 xS1-BT120-LTP001 GB-SEAL-LBR22025708 xS1-BT120-VSF100 NRAINIER AVE S HARDIE AVE SWCL BT120-C-STC CL BT120-C-NTCCL BT120-C-RAINIER CL BT120-C-HARDIE 102 103201 202203204205SW 7TH STRAINIERAVE SHARDIEAVE SWSR-167SW GRADY WAY 101 104 105 MATCHLINE: RAINIER STA 208+50SEE DWG BT120-CSP103MATCHLINE: RAINIER STA 204+00SEE DWG BT120-CSP101MATCHLINE:SEE DWG BT120-CSP203 MATCHLINE:SEE DWG BT120-CSP201 KEY MAP LAKEAVE S107106(WALL) 066 //////T TE WRAINIER 208+00 RAINIER 209+00 RAINIER 210+00 RAINIER 211+00 RAINIER 212+00 RAINIER 213+00 RAINIER 214+001371502151103410351033.1 103610201019 1015101610171018 1014101310111012 (no longer exists)NOT SURVEYED LEGEND:CLEARING AND GRUBBINGREMOVE GRAVELHMA GRINDINGSAWCUT LINETREE PROTECTION ZONETREE PROTECTION FENCINGTREE TO BE REMOVEDTREE TAG NUMBERSEE SHEET BT120-CSS101SITE PREPARATION POINT1036XREMOVE CEMENT CONCRETE CURBCONSTRUCTION NOTES:21.SEE SHEET BT120-CSN101 FOR SITE PREPARATIONGENERAL NOTES.2.SEE SHEETS BT120-CPP101-107 ANDBT120-CPP201-205 FOR PAVING PLANS.3.SEE SHEETS BT120-CSD101-102 FOR SITEPREPARATION POINT TABLES.4.SEE SHEETS BT120-LTS101-102 FOR TREEINVENTORY TABLE AND TREE PROTECTION DETAIL.5.SEE GENERAL SHEETS FOR HATCHING AND LINESTYLES.GENERAL NOTES:////////////////104 CONCUTHHHHH HHBUS SHELTER DRW DRWBUS SHELTERDRW DRW DRW DRWTTTETMHFOFO2 MISCMHFOFOFOTMHICVICVTMH ICVICVICVICVICVICVICVICVDRWDRWDRWECOEEEEEEEEW E EE EEEE ECO2VLTSHHTTMHXXXGAZEBOCONC///////////////////////////// MISCVALV SHELTERCANOPYBLDGBLDGBLDGBLDG METAL POLEMETAL POLEMETAL POLE////SL SL FOFO WSDOT FO WSDOT FO HH 7'11" DP11' DP4'9" DP4'9" DP13'6" DP6'3" DP5'8" DP4'1" DP3'6" DP4'8" DP12'6" DP13'6" DP11'6"DP10' DPCO 4'2" DP2'4" DP12' DP 3'6"4'8" 2'4'5"BIKESTORAGE6" TREE30' DLN 1.5' RET WALLPLANTER1.5' RET WALLPLANTER 20 40 SCALE IN FEET 01020 (1" = 20') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 04/12/2024 J. ALTCHECH 10/22/2024 4/12/2024 CIVIL SITE PREPARATION PLAN RAINIER STA 208+50 TO RAINIER STA 212+42.13 BT120-CSP103 BT120 L. REDMAN L. REDMAN L. GILBERT L. REDMAN RTA/LR 0206-19 1"=20' No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY:03/26/24 | 1:57 PM | YSHENC:\PWWORKING\JACOBS_B&I\JEG_EX-SHENY\D0436120\S1-BT120-CSP101-107.DWGS1-BT120-CSP101-107 FACILITY ID: NOT FOR CONSTRUCTION 90% SUBMITTAL Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CAP001 xS1-BT120-GZK020 xS1-BT120-CSP001 xS1-BTP120-VSF100 xS1-BT120-CSN001 xS1-BT120-VRX001 xS1-BT120-RPP001 xS1-BT120-LTP001 GB-SEAL-LBR22025708 xS1-BT120-VSF100 NSW 7TH STRAINIER AVE SCL BT120-C-RAINIER CL BT120-C-SW7THSTMATCHLINE: RAINIER STA 208+50SEE DWG BT120-CSP102MATCHLINE:SEE DWG BT120-CSP201102 103201 202203204205SW 7TH STRAINIERAVE SHARDIEAVE SWSR-167SW GRADY WAY 101 104 105 KEY MAP LAKEAVE S107106 067 //////////////////////XXXXXXXXXXXXX XXX X XHHSWSWSWEESL FOFOGRADY 151+00 GRADY 152+00 GRADY 153+00 GRADY 154+00 GRADY 155+00 GRADY 156+0055812322525 1021601611621631641652166167168169170103810391043.1 1043.2NOT SURVEYED NOT SURVEYED104010411042104310441045LEGEND:CLEARING AND GRUBBINGREMOVE GRAVELHMA GRINDINGSAWCUT LINETREE PROTECTION ZONETREE PROTECTION FENCINGTREE TO BE REMOVEDTREE TAG NUMBERSEE SHEET BT120-CSS101SITE PREPARATION POINT1036XREMOVE CEMENT CONCRETE SIDEWALKREMOVE CEMENT CONCRETE CURBREMOVE CEMENT CONCRETE CURB AND GUTTERREMOVE EXISTING FENCEPROTECT DURING CONSTRUCTIONREMOVE EXISTING GATECONSTRUCTION NOTES:12358101.SEE SHEET BT120-CSN101 FOR SITE PREPARATIONGENERAL NOTES.2.SEE SHEETS BT120-CPP101-107 ANDBT120-CPP201-205 FOR PAVING PLANS.3.SEE SHEETS BT120-CSD101-102 FOR SITEPREPARATION POINT TABLES.4.SEE SHEETS BT120-LTS101-102 FOR TREEINVENTORY TABLE AND TREE PROTECTION DETAIL.5.SEE GENERAL SHEETS FOR HATCHING AND LINESTYLES.GENERAL NOTES:////////////////104 CONCUTHHHHH HHSWSWSWSWSWSWSWSWSWSW SW SWSW TTTETMHGVFOFOGVGVGVGVGVGVFOFOFOMWTMHICVICVTMHGVICVICVICVICVICVICVICVICVGV GATE CWSW SW 4' WOOD FNC CW SW SW SW SW SWDRWECOEEEEEEEEW E EE EEEE GVGVGV ECOMWGVGVGMMWMW2VLTSHHTTMHGM6' CLEF6' TEMP CLEF6' TEMP CLEF6' TEMP CLEF 6' TEMPCLEF 8' CLEF 5.5' CLEF SW2' FNC GATE 6' CLEF5.5' CLEF6' CLEFCONC SW SWSWSWSWSWSWSW4 BLRD3 BLRD3 BLRD 2 BLRD 6' TEMP CLEF6' CLEF 2 BLRD/////////////////////////////3 BLRD6' TEMP CLEF 6' CLEFGATE METAL POLEMETAL POLEMETAL POLE////SL SL FOFO SSWSDOT FO WSDOT FO FOVLTHHGVMWEL=25.08 MWGWMW-3EL=26.16 MWGWMW-4EL=26.41MWGWMW-2EL=26.06MWGWMW-1EL=26.60 7'11" DP11' DP4'9" DP4'9" DP13'6" DP6'3" DP5'8" DP4'1" DP3'6" DP4'8" DP12'6" DP13'6" DP11'6"DP10' DP3' DP3'9" DP 3'6"DP 7' DP7' DP 2'8" DP4'11" DP6'3" DP 8' DP2'2" DP1'3"DP2'7" DP2'4" DP3'4" DP3'10" DP3'5" DP3'2" DP3'11" DP3'9" DP5'5"DP4'10" DP4'4" DP5'3" DP1'10" DP1'2" DP1'6" DP CO2 BLRDBROADBANDVAULT 4'2" DP2'4" DP12' DP6'11" 3'6"4'8" 8'11"2'3'9"4'10"4'5"3'1"2'11"3'3"3'11"3'5'2"4'1"4'7"2'11"2'9"1'4"1'7"2'9"2'1"2'7"2'11"3'4"3'9"2'10"6" TREE30' DLN 1.5' RET WALLPLANTER1.5' RET WALLPLANTER 20 40 SCALE IN FEET 01020 (1" = 20') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 04/12/2024 J. ALTCHECH 10/22/2024 4/12/2024 CIVIL SITE PREPARATION PLANS GRADY STA 151+00 TO GRADY STA 156+50 BT120-CSP104 BT120 L. REDMAN L. REDMAN L. GILBERT L. REDMAN RTA/LR 0206-19 1"=20' No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY:03/26/24 | 1:57 PM | YSHENC:\PWWORKING\JACOBS_B&I\JEG_EX-SHENY\D0436120\S1-BT120-CSP101-107.DWGS1-BT120-CSP101-107 FACILITY ID: NOT FOR CONSTRUCTION 90% SUBMITTAL Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CAP001 xS1-BT120-GZK020 xS1-BT120-CSP001 xS1-BTP120-VSF100 xS1-BT120-CSN001 xS1-BT120-VRX001 xS1-BT120-RPP001 xS1-BT120-LTP001 GB-SEAL-LBR22025708 xS1-BT120-VSF100 NS GRADY WAYCL BT120-C-GRADYSAWCUTMATCHLINE: GRADY STA 151+00SEE DWG BT120-CSP101MATCHLINE: GRADY STA 156+50SEE DWG BT120-CSP105MATCHLINE:SEE DWG BT120-CSP205 MATCHLINE:SEE DWG BT120-CSP204102103201202203204205SW 7TH STRAINIERAVE SHARDIEAVE SWSR-167SW GRADY WAY 101 104 105 KEY MAP LAKEAVE S107106(TRANSMISSION POLE) 068 X X TXXXXXXXXXXXX/////////////////////////////////SHELTERCANOPYSL SDSDLAKE 399+48 LAKE 400+00 LAKE 401+00GRADY 160+46GRADY 157+00 GRADY 158+00 GRADY 159+00 GRADY 160+00 RAILAKDW 722+12RAILAKDW 719+00 RAILAKDW 720+00 RAILAKDW 721+00 RAILAKDW STA 722+12.21= LAKE STA 401+91.3251322356486180181182183184185186187190918821055NOT SURVEYED1046LEGEND:CLEARING AND GRUBBINGREMOVE GRAVELHMA GRINDINGSAWCUT LINETREE PROTECTION ZONETREE PROTECTION FENCINGTREE TO BE REMOVEDTREE TAG NUMBERSEE SHEET BT120-CSS101SITE PREPARATION POINT1036XREMOVE CEMENT CONCRETE SIDEWALKREMOVE CEMENT CONCRETE CURBREMOVE CEMENT CONCRETE CURB AND GUTTERREMOVE EXISTING BUSINESS SIGN AND FOUNDATIONREMOVE EXISTING FENCEPROTECT DURING CONSTRUCTIONIMPROVEMENT AREA BY OTHERSCONSTRUCTION NOTES:12345891.SEE SHEET BT120-CSN101 FOR SITE PREPARATIONGENERAL NOTES.2.SEE SHEETS BT120-CPP101-107 ANDBT120-CPP201-205 FOR PAVING PLANS.3.SEE SHEETS BT120-CSD101-102 FOR SITEPREPARATION POINT TABLES.4.SEE SHEETS BT120-LTS101-102 FOR TREEINVENTORY TABLE AND TREE PROTECTION DETAIL.5.SEE GENERAL SHEETS FOR HATCHING AND LINESTYLES.GENERAL NOTES:////////////////104 CONCUTHHHHH HHBUS SHELTER DRW DRWBUS SHELTERDRW DRW DRW DRWTTTETMHGVFOFOGVGVGVGV2 MISCMHGVGVFOFOFOMWTMHICVICVTMHGV ICVICVICVICVICVICVICVICVGV GATE 4' WOOD FNC DRW DRW DRWECOEEEEEEEEW E EE EEEE GVGVGV ECOMWGVGVGMMWMW2VLTSHHTTMHGM6' CLEF6' TEMP CLEF6' TEMP CLEF6' TEMP CLEF 6' TEMPCLEF 8' CLEF 5.5' CLEF2' FNC GATE 6' CLEF5.5' CLEF6' CLEF GAZEBOCONC 4 BLRD3 BLRD3 BLRD 2 BLRD 6' TEMP CLEF6' CLEF 2 BLRD/////////////////////////////3 BLRD6' TEMP CLEF 6' CLEFGATE MISCVALV SHELTERCANOPYBLDGBLDGBLDGBLDG METAL POLEMETAL POLEMETAL POLE////SL SLPSE2-PSE2-PSE3-PSEPSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSEPSEPSEPSEPSEPSEPSEPSEPSEPSE PSE PSE PSE PSE PSEPSE WSDOT FO WSDOT FO FOVLTHHGVMWEL=25.08 MWGWMW-3EL=26.16 MWGWMW-4EL=26.41MWGWMW-2EL=26.06MWGWMW-1EL=26.60 7'11" DP11' DP4'9" DP4'9" DP13'6" DP6'3" DP5'8" DP4'1" DP3'6" DP4'8" DP12'6" DP13'6" DP11'6"DP10' DP3' DP3'9" DP 3'6"DP 7' DP7' DP 2'8" DP4'11" DP6'3" DP 8' DP2'2" DP1'3"DP2'7" DP2'4" DP3'4" DP3'10" DP3'5" DP3'2" DP3'11" DP3'9" DP5'5"DP4'10" DP4'4" DP5'3" DP1'10" DP1'2" DP1'6" DP CO2 BLRDBROADBANDVAULT 4'2" DP2'4" DP12' DP6'11" 3'6"4'8" 8'11"1'7"2'3'9"4'10"6'9"4'5"3'10"4'1"4'9"7"4'1"3'11"5'9"5"2'1"1'11"9"2'4"3'1"2'11"3'3"3'11"3'5'2"4'1"4'7"2'11"2'9"1'4"1'7"2'9"2'1"2'7"2'11"3'4"3'9"2'10"BIKESTORAGE6" TREE30' DLN 1.5' RET WALLPLANTER1.5' RET WALLPLANTER 20 40 SCALE IN FEET 01020 (1" = 20') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 04/12/2024 J. ALTCHECH 10/22/2024 4/12/2024 CIVIL SITE PREPARATION PLAN GRADY STA 156+50 TO GRADY STA 160+46.15 BT120-CSP105 BT120 L. REDMAN L. REDMAN L. GILBERT L. REDMAN RTA/LR 0206-19 1"=20' No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY:03/26/24 | 1:57 PM | YSHENC:\PWWORKING\JACOBS_B&I\JEG_EX-SHENY\D0436120\S1-BT120-CSP101-107.DWGS1-BT120-CSP101-107 FACILITY ID: NOT FOR CONSTRUCTION 90% SUBMITTAL Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CAP001 xS1-BT120-GZK020 xS1-BT120-CSP001 xS1-BTP120-VSF100 xS1-BT120-CSN001 xS1-BT120-VRX001 xS1-BT120-RPP001 xS1-BT120-LTP001 GB-SEAL-LBR22025708 xS1-BT120-VSF100 NS GRADY WAY LAKE AVE SCL BT120-C-LAKECL BT120-C-GRADY 102 103201 202203204205SW 7TH STRAINIERAVE SHARDIEAVE SWSR-167SW GRADY WAY 101 104 105MATCHLINE: GRADY STA 156+50SEE DWG BT120-CSP104MATCHLINE:SEE DWG BT120-CSP204 MATCHLINE: LAKE STA 401+50SEE DWG BT120-CSP106 KEY MAP LAKEAVE S107106 069 EXXXXXXXXXX XXXXXXXXXXXXXSDSDSDSD2-PSELAKE 402+00 LAKE 403+00 LAKE 404+00 LAKE 405+00N TC 518+75N TC 518+00S TC 619+04S TC 618+00S TC 619+00RAILAKDW 722+12RAILAKDW 721+00 RAILAKDW 722+00 35 8 5631 3 3 156190191192193194195196197 19819966200201202203204205206207104710551054105310521051105010481049NOT SURVEYED NOT SURVEYEDNOT SURVEYED NOT SURVEYED NOT SURVEYED NOT SURVEYED1046LEGEND:CLEARING AND GRUBBINGREMOVE GRAVELHMA GRINDINGSAWCUT LINETREE PROTECTION ZONETREE PROTECTION FENCINGTREE TO BE REMOVEDTREE TAG NUMBERSEE SHEET BT120-CSS101SITE PREPARATION POINT1036XREMOVE CEMENT CONCRETE SIDEWALKREMOVE CEMENT CONCRETE CURB AND GUTTERREMOVE EXISTING FENCEREMOVE EXISTING PAVEMENT MARKINGSPROTECT DURING CONSTRUCTIONCONSTRUCTION NOTES:135681.SEE SHEET BT120-CSN101 FOR SITE PREPARATIONGENERAL NOTES.2.SEE SHEETS BT120-CPP101-107 ANDBT120-CPP201-205 FOR PAVING PLANS.3.SEE SHEETS BT120-CSD101-102 FOR SITEPREPARATION POINT TABLES.4.SEE SHEETS BT120-LTS101-102 FOR TREEINVENTORY TABLE AND TREE PROTECTION DETAIL.5.SEE GENERAL SHEETS FOR HATCHING AND LINESTYLES.GENERAL NOTES:////////////////104 CONCUTHHHHH HHSWSWSWSWSWSWSWSWSWSW SW SWSW TTTETMHFOFO2 MISCMHFOFOFOTMHICVICVTMH ICVICVICVICVICVICVICVICVCWSW SW CW SW SW SW SW SWDRWECOEEEEEEEEW E EE EEEE ECO2VLTSHHTTMHSWCONCSWSWSWSWSWSWSWSW MISCVALV METAL POLEMETAL POLEMETAL POLE////SL SL WPSE2-PSE2-PSE3-PSEPSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSEPSEPSEPSEPSEPSEPSEPSEPSEPSE PSE PSE PSE PSE PSEPSE WSDOT FO WSDOT FO HH 7'11" DP11' DP4'9" DP4'9" DP13'6" DP6'3" DP5'8" DP4'1" DP3'6" DP4'8" DP12'6" DP13'6" DP11'6"DP10' DPCO 4'2" DP2'4" DP12' DP6'11" 3'6"4'8" 8'11"2'4'5"6" TREE30' DLN 1.5' RET WALLPLANTER1.5' RET WALLPLANTER 20 40 SCALE IN FEET 01020 (1" = 20') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 04/12/2024 J. ALTCHECH 10/22/2024 4/12/2024 CIVIL SITE PREPARATION PLAN LAKE STA 401+50 TO LAKE STA 405+55.16 BT120-CSP106 BT120 L. REDMAN L. REDMAN L. GILBERT L. REDMAN RTA/LR 0206-19 1"=20' No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY:03/26/24 | 1:58 PM | YSHENC:\PWWORKING\JACOBS_B&I\JEG_EX-SHENY\D0436120\S1-BT120-CSP101-107.DWGS1-BT120-CSP101-107 FACILITY ID: NOT FOR CONSTRUCTION 90% SUBMITTAL Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CAP001 xS1-BT120-GZK020 xS1-BT120-CSP001 xS1-BTP120-VSF100 xS1-BT120-CSN001 xS1-BT120-VRX001 xS1-BT120-RPP001 xS1-BT120-LTP001 GB-SEAL-LBR22025708 xS1-BT120-VSF100 NLAKE AVE S CL BT120-C-LAKECL BT120-C-RAILAKDW SAWCUTMATCHLINE: LAKE STA 401+50SEE DWG BT120-CSP105MATCHLINE:SEE DWG BT120-CSP204 MATCHLINE:SEE DWG BT120-CSP202 102 103201 202203204205SW 7TH STRAINIERAVE SHARDIEAVE SWSR-167SW GRADY WAY 101 104 105 KEY MAP LAKEAVE S107MATCHLINE: LAKE STA 405+50SEE DWG BT120-CSP107 106 070 LEGEND:CLEARING AND GRUBBINGREMOVE GRAVELHMA GRINDINGSAWCUT LINETREE PROTECTION ZONETREE PROTECTION FENCINGTREE TO BE REMOVEDTREE TAG NUMBERSEE SHEET BT120-CSS101SITE PREPARATION POINT1036XREMOVE EXISTING PAVEMENT MARKINGSCONSTRUCTION NOTES:61.SEE SHEET BT120-CSN101 FOR SITE PREPARATIONGENERAL NOTES.2.SEE SHEETS BT120-CPP101-107 ANDBT120-CPP201-205 FOR PAVING PLANS.3.SEE SHEETS BT120-CSD101-102 FOR SITEPREPARATION POINT TABLES.4.SEE SHEETS BT120-LTS101-102 FOR TREEINVENTORY TABLE AND TREE PROTECTION DETAIL.5.SEE GENERAL SHEETS FOR HATCHING AND LINESTYLES.GENERAL NOTES:////////////////104 CONCUTHHHHH HHBUS SHELTERSW SW SW SWDRWDRWBUS SHELTER TRAFFICCONTROLCABINETSWSWSWDRWDRWSWSWDRWSWSW SWSW DRW6" CONC8" VC8" CONC 18" CONC TTTETRAFFICVLTTMHGVFOFOGVGVGVGV2 MISCMHGVGVFOFOFOMWTMHICVICVTMHGV ICVICVICVICVICVICVICVICVGV GATE CWSW SW 4' WOOD FNC CW SW DRW DRWSWOEOE SW SW SWDRWDRWECOEEEEEEEEW E EE EEEE GVGVGV E3TRAFFIC CONTROLCABINETS COMWGV GVGMMWMW2VLTSHH TTMHGMDETECTORLOOP (TYP)DETECTORLOOP (TYP)X6' CLEF6' TEMP CLEF X6' TEMP CLEF6' TEMP CLEF 6' TEMPCLEF 8' CLEF X 5.5' CLEF SW2' FNC GATE 6' CLEF5.5' CLEF6' CLEF GAZEBOCONC SW SWSWSWSWSWSWSW4 BLRD3 BLRD3 BLRD 2 BLRD 6' TEMP CLEF6' CLEF 2 BLRD//////////////OEOEOE OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE///////////////3 BLRD6' TEMP CLEF 6' CLEFDETECTORLOOP (TYP)DETECTORLOOP (TYP)OEOEGATE MISCVALV SHELTERCANOPYBLDGBLDGBLDGBLDG METAL POLEMETAL POLEMETAL POLE OEOE////SL SL FOFO W SSSSPSE2-PSE2-PSE3-PSEPSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSEPSEPSEPSEPSEPSEPSEPSEPSEPSE PSE PSE PSE PSE PSEPSE WSDOT FO WSDOT FO FOVLTHHGVMWEL=25.08 MWGWMW-3EL=26.16 MWGWMW-4EL=26.41MWGWMW-2EL=26.06MWGWMW-1EL=26.60 7'11" DP11' DP4'9" DP4'9" DP13'6" DP6'3" DP5'8" DP4'1" DP3'6" DP4'8" DP12'6" DP13'6" DP11'6"DP10' DP2'2" DP 2'8" DP2'7" DP2'8" DP 3'6" DP3'9" DP3'10" DP4'3" DP2'3" DP3' DP3'9" DP 3'6"DP 7' DP7' DP 2'8" DP4'11" DP6'3" DP 8' DP2'2" DP1'3"DP2'7" DP2'4" DP3'4" DP3'10" DP3'5" DP3'2" DP3'11" DP3'9" DP5'5"DP4'10" DP4'4" DP5'3" DP1'10" DP1'2" DP1'6" DP CO2 BLRD2'6" DP1'3" DP1'11" DPBROADBANDVAULT 4'2" DP2'4" DP12' DP6'11" 3'6"4'8" 8'11"1'7"2'3'9"4'10"6'9"4'5"3'10"4'1"4'9"7"4'1"3'11"5'9"5"2'1"1'11"9"2'4"3'1"2'11"3'3"3'11"3'5'2"4'1"4'7"2'11"2'9"1'4"1'7"2'9"2'1"2'7"2'11"3'4"3'9"2'10"BIKESTORAGE6" TREE30' DLN 1.5' RET WALLPLANTER1.5' RET WALLPLANTER//////LAKE 408+29LAKE 406+00 LAKE 407+00 LAKE 408+0066210211212 20 40 SCALE IN FEET 01020 (1" = 20') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 04/12/2024 J. ALTCHECH 10/22/2024 4/12/2024 CIVIL SITE PREPARATION PLAN LAKE STA 405+50 TO LAKE STA 408+28.91 BT120-CSP107 BT120 L. REDMAN L. REDMAN L. GILBERT L. REDMAN RTA/LR 0206-19 1"=20' No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY:03/26/24 | 1:58 PM | YSHENC:\PWWORKING\JACOBS_B&I\JEG_EX-SHENY\D0436120\S1-BT120-CSP101-107.DWGS1-BT120-CSP101-107 FACILITY ID: NOT FOR CONSTRUCTION 90% SUBMITTAL Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CAP001 xS1-BT120-GZK020 xS1-BT120-CSP001 xS1-BTP120-VSF100 xS1-BT120-CSN001 xS1-BT120-VRX001 xS1-BT120-RPP001 xS1-BT120-LTP001 GB-SEAL-LBR22025708 xS1-BT120-VSF100 NLAKE AVE S CL BT120-C-LAKE 102 103201 202203204205SW 7TH STRAINIERAVE SHARDIEAVE SWSR-167SW GRADY WAY 101 104 105MATCHLINE: LAKE STA 405+50SEE DWG BT120-CSP106KEY MAP LAKEAVE S107106 071 SIGN ASPHVLT COHHXXXXXXXXXXXXXXXXXXX X X X X//////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////10101009 225425 47 4313N TC 511+00 N TC 512+00 N TC 513+00 N TC 514+00S TC 611+00 S TC 612+00 S TC 613+00 S TC 614+00RAINIER 207+00 3 2221220 222 5N TRANSIT CENTR 512+00 N TRANSIT CENTR 514+00PC = 511+04.96PT = 511+36.73PC = 513+60.65PT = 514+15.39LEGEND:CLEARING AND GRUBBINGREMOVE GRAVELHMA GRINDINGSAWCUT LINETREE PROTECTION ZONETREE PROTECTION FENCINGTREE TO BE REMOVEDTREE TAG NUMBERSEE SHEET BT120-CSS101SITE PREPARATION POINT1036XREMOVE CEMENT CONCRETE SIDEWALKREMOVE CEMENT CONCRETE CURBREMOVE CEMENT CONCRETE CURB AND GUTTERREMOVE EXISTING BUSINESS SIGN AND FOUNDATIONREMOVE EXISTING FENCEREMOVE EXISTING BOLLARDSCONSTRUCTION NOTES:1234571.SEE SHEET BT120-CSN101 FOR SITE PREPARATIONGENERAL NOTES.2.SEE SHEETS BT120-CPP101-107 ANDBT120-CPP201-205 FOR PAVING PLANS.3.SEE SHEETS BT120-CSD101-102 FOR SITEPREPARATION POINT TABLES.4.SEE SHEETS BT120-LTS101-102 FOR TREEINVENTORY TABLE AND TREE PROTECTION DETAIL.5.SEE GENERAL SHEETS FOR HATCHING AND LINESTYLES.GENERAL NOTES:CONCCONCSIGNSIGNSIGNSIGNCONC ASPH ASPH ASPHASPHASPHASPHASPHASPH ASPHASPHASPHASPHASPH ASPH UTUT UT UTHHHHHHHVLTVLTVLTVLTVLT HH VLTS VLTSW SW SW SWSWSWSWSWSWSW SW SWSW TTTETMHFOFO2 MISCMHFOFOFOTMHICVICVTMH ICVICVICVICVICVICVICVICVCWSW SW CW SW SW SW SW SWDRWECOEEEEEEEEW E EE EEEE ECO2VLTSHHTTMHXXXSWSWSWSWSWSWSWSWSW///////////////////////////// MISCVALV METAL POLEMETAL POLEMETAL POLE////SL SL FOFO SD WSDOT FO WSDOT FO HH CO 3'6"4'8"////////////////N TRANSIT CENTR 509+53N TRANSIT CENTR 510+00N TRANSIT CENTR 512+00N TRANSIT CENTR 514+00N TRANSIT CENTR 516+00N TRANSIT CENTR 518+00N TRANSIT CENTR 518+75BP = 509+53.23PC = 511+04.96PT = 511+36.73PC = 513+60.65PT = 514+15.39EP = 518+75.0720 40 SCALE IN FEET 01020 (1" = 20')NSOUTH TRANSIT CENTERNORTH TRANSIT CENTERCL BT120-C-NTCCL BT120-C-STC STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 04/12/2024 J. ALTCHECH 10/22/2024 4/12/2024 CIVIL SITE PREPARATION PLAN S RENTON TRANSIT CENTER BT120-CSP201 BT120 L. REDMAN L. REDMAN L. GILBERT L. REDMAN RTA/LR 0206-19 1"=20' No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY:03/26/24 | 1:59 PM | YSHENC:\PWWORKING\JACOBS_B&I\JEG_EX-SHENY\D0436120\S1-BT120-CSP201-205.DWGS1-BT120-CSP201-205 FACILITY ID: NOT FOR CONSTRUCTION 90% SUBMITTAL Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CAP001 xS1-BT120-VRX001 xS1-BT120-CSN001 xS1-BT120-CSP001 xS1-BT120-LTP001 xS1-BT120-VSF100 xS1-BT120-CPP001 xS1-BT120-GZK020 MATCHLINE:SEE DWG BT120-CSP103 MATCHLINE:SEE DWG BT120-CSP202MATCHLINE:SEE DWG BT120-CSP102MATCHLINE:SEE DWG BT120-CSP203 102 103201 202203204205SW 7TH STRAINIERAVE SHARDIEAVE SWSR-167SW GRADY WAY 101 104 105 KEY MAP LAKEAVE S107106 072 FO FO FOXXX X X X X X X X X X X X X X X X X X XXXXXXXXXX/////////////////////////////////////////////////////////////////////////////////////////////////////////4 N TC 514+00 N TC 515+00 N TC 516+00 N TC 517+00S TC 615+00 S TC 616+00 S TC 617+00 S TC 618+002225511N TRANSIT CENTR 514+00 N TRANSIT CENTR 516+00PC = 513+60.65PT = 514+15.39LEGEND:CLEARING AND GRUBBINGREMOVE GRAVELHMA GRINDINGSAWCUT LINETREE PROTECTION ZONETREE PROTECTION FENCINGTREE TO BE REMOVEDTREE TAG NUMBERSEE SHEET BT120-CSS101SITE PREPARATION POINT1036XCONSTRUCTION NOTES:4 REMOVE EXISTING BUSINESS SIGN AND FOUNDATIONREMOVE EXISTING FENCEFOUNDATION REMOVED BY OTHERS5111.SEE SHEET BT120-CSN101 FOR SITE PREPARATIONGENERAL NOTES.2.SEE SHEETS BT120-CPP101-107 ANDBT120-CPP201-205 FOR PAVING PLANS.3.SEE SHEETS BT120-CSD101-102 FOR SITEPREPARATION POINT TABLES.4.SEE SHEETS BT120-LTS101-102 FOR TREEINVENTORY TABLE AND TREE PROTECTION DETAIL.5.SEE GENERAL SHEETS FOR HATCHING AND LINESTYLES.GENERAL NOTES:SIGNSIGNSIGNSIGNUTUT UT UTHHHHHHHVLTVLTVLTVLTVLT HH VLTS VLTSW SW SW SWSWSWSWSWSWSW SW SWSWCONC WALL TTTETMHFOFO2 MISCMHFOFOFOTMHICVICVTMH ICVICVICVICVICVICVICVICVCWSW SW CONCBENCH CW SW CONC B E N C H CONC BENCH CONCSW SW SW SWDRWECOEEEEEEEEW E EE EEEE ECO2VLTSHHTTMHSWSWSWSWSWSWSWSWSWCONC BASEREMOVED LT /////////////////////////////SIGN POST ONCONC BASE MISCVALV METAL POLEMETAL POLEMETAL POLE////SL SL FOFO SD WSDOT FO WSDOT FO HH CO6'11" 3'6"4'8" 8'11"ED(TYP.)ED(TYP.)ED(TYP.)ED(TYP.)3'1"2'11"3'3"////////////////N TRANSIT CENTR 509+53N TRANSIT CENTR 510+00N TRANSIT CENTR 512+00N TRANSIT CENTR 514+00N TRANSIT CENTR 516+00N TRANSIT CENTR 518+00N TRANSIT CENTR 518+75BP = 509+53.23PC = 511+04.96PT = 511+36.73PC = 513+60.65PT = 514+15.39EP = 518+75.0720 40 SCALE IN FEET 01020 (1" = 20')NNORTH TRANSIT CENTERSOUTH TRANSIT CENTERCL BT120-C-NTCCL BT120-C-STC STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 04/12/2024 J. ALTCHECH 10/22/2024 4/12/2024 CIVIL SITE PREPARATION PLAN S RENTON TRANSIT CENTER BT120-CSP202 BT120 L. REDMAN L. REDMAN L. GILBERT L. REDMAN RTA/LR 0206-19 1"=20' No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY:03/26/24 | 1:59 PM | YSHENC:\PWWORKING\JACOBS_B&I\JEG_EX-SHENY\D0436120\S1-BT120-CSP201-205.DWGS1-BT120-CSP201-205 FACILITY ID: NOT FOR CONSTRUCTION 90% SUBMITTAL Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CAP001 xS1-BT120-VRX001 xS1-BT120-CSN001 xS1-BT120-CSP001 xS1-BT120-LTP001 xS1-BT120-VSF100 xS1-BT120-CPP001 xS1-BT120-GZK020 102 103201 202203204205SW 7TH STRAINIERAVE SHARDIEAVE SWSR-167SW GRADY WAY 101 104 105MATCHLINE:SEE DWG BT120-CSP201MATCHLINE:SEE DWG BT120-CSP106MATCHLINE:SEE DWG BT120-CSP204 KEY MAP LAKEAVE S107106 073 E2VLTSXXXXXXXXXXXXXXXXXXXXXXXXXXX////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////3'1"2'11"3'3"100810071006 106010591005100410031122252 4 42 RAILAKDW 716+002155230231232LEGEND:CLEARING AND GRUBBINGREMOVE GRAVELHMA GRINDINGSAWCUT LINETREE PROTECTION ZONETREE PROTECTION FENCINGTREE TO BE REMOVEDTREE TAG NUMBERSEE SHEET BT120-CSS101SITE PREPARATION POINT1036XREMOVE CEMENT CONCRETE SIDEWALKREMOVE CEMENT CONCRETE CURBREMOVE CEMENT CONCRETE CURB AND GUTTERREMOVE EXISTING BUSINESS SIGN AND FOUNDATIONREMOVE EXISTING FENCECONSTRUCTION NOTES:123451.SEE SHEET BT120-CSN101 FOR SITE PREPARATIONGENERAL NOTES.2.SEE SHEETS BT120-CPP101-107 ANDBT120-CPP201-205 FOR PAVING PLANS.3.SEE SHEETS BT120-CSD101-102 FOR SITEPREPARATION POINT TABLES.4.SEE SHEETS BT120-LTS101-102 FOR TREEINVENTORY TABLE AND TREE PROTECTION DETAIL.5.SEE GENERAL SHEETS FOR HATCHING AND LINESTYLES.GENERAL NOTES:CONCCONCSIGNSIGNSIGNSIGNCONC ASPH ASPH ASPHASPHASPHASPHASPHASPH ASPHASPHASPHASPHASPH ASPH UTUT UT UTHHHHHHHVLTVLTVLTVLTVLT HH VLTS VLTSW SW SW SW TRAFFICCONTROLCABINETSWSWSWSWSWSWSW SWSWCONC WALL TTTETRAFFICVLTTMHFOFO2 MISCMHFOFOFOTMHICVICVTMH ICVICVICVICVICVICVICVICVCWSW SW CONCBENCH CW SW CONC B E N C H CONC BENCH CONCSW CONC SEAMS (TYP) SW SW SWDRWECOEEEEEEEEW E EE EEEE E3TRAFFIC CONTROLCABINETS COHH TTMHDETECTORLOOP (TYP)DETECTORLOOP (TYP)XXX SWSW SWSWSWSWSWSWSWCONC BASEREMOVED LT /////////////////////////////SIGN POST ONCONC BASEDETECTORLOOP (TYP)DETECTORLOOP (TYP) MISCVALV METAL POLEMETAL POLEMETAL POLE////SL SL FOFO SD WSDOT FO WSDOT FO HH CONC SEAMS (TYP)CO6'11" 3'6"4'8" 8'11"ED(TYP.)ED(TYP.)ED(TYP.)ED(TYP.)3'1"2'11"3'3"////////////////N TRANSIT CENTR 509+53N TRANSIT CENTR 510+00N TRANSIT CENTR 512+00N TRANSIT CENTR 514+00N TRANSIT CENTR 516+00N TRANSIT CENTR 518+00N TRANSIT CENTR 518+75BP = 509+53.23PC = 511+04.96PT = 511+36.73PC = 513+60.65PT = 514+15.39EP = 518+75.0720 40 SCALE IN FEET 01020 (1" = 20')NRAINIER ANDLAKE DWYCL BT120-C-RAILAKDW STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 04/12/2024 J. ALTCHECH 10/22/2024 4/12/2024 CIVIL SITE PREPARATION PLAN S RENTON TRANSIT CENTER BT120-CSP203 BT120 L. REDMAN L. REDMAN L. GILBERT L. REDMAN RTA/LR 0206-19 1"=20' No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY:03/26/24 | 1:59 PM | YSHENC:\PWWORKING\JACOBS_B&I\JEG_EX-SHENY\D0436120\S1-BT120-CSP201-205.DWGS1-BT120-CSP201-205 FACILITY ID: NOT FOR CONSTRUCTION 90% SUBMITTAL Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CAP001 xS1-BT120-VRX001 xS1-BT120-CSN001 xS1-BT120-CSP001 xS1-BT120-LTP001 xS1-BT120-VSF100 xS1-BT120-CPP001 xS1-BT120-GZK020 102 103201 202203204205SW 7TH STRAINIERAVE SHARDIEAVE SWSR-167SW GRADY WAY 101 104 105MATCHLINE:SEE DWG BT120-CSP204MATCHLINE:SEE DWG BT120-CSP205MATCHLINE:SEE DWG BT120-CSP102MATCHLINE:SEE DWG BT120-CSP201 KEY MAP LAKEAVE S107106 074 XXCONCUT VLT SW2VLTSXXXXXXXXXXXXX X X X X XXXXXXXXXXXXX///SWXXXX///////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////SIGN POST ONCONC BASE10581056NOT SURVEYED1057 2 8 844 LAKE 400+00LAKE 401+00GRADY 159+00LAKE STA 400+00.05RAILAKDW 717+00 RAILAKDW 718+00 RAILAKDW 719+00 RAILAKDW 720+00 RAILAKDW 721+00244751177LEGEND:CLEARING AND GRUBBINGREMOVE GRAVELHMA GRINDINGSAWCUT LINETREE PROTECTION ZONETREE PROTECTION FENCINGTREE TO BE REMOVEDTREE TAG NUMBERSEE SHEET BT120-CSS101SITE PREPARATION POINT1036XREMOVE EXISTING BUSINESS SIGN AND FOUNDATIONREMOVE EXISTING FENCEREMOVE EXISTING BOLLARDSPROTECT DURING CONSTRUCTIONFOUNDATION REMOVED BY OTHERSCONSTRUCTION NOTES:4578111.SEE SHEET BT120-CSN101 FOR SITE PREPARATIONGENERAL NOTES.2.SEE SHEETS BT120-CPP101-107 ANDBT120-CPP201-205 FOR PAVING PLANS.3.SEE SHEETS BT120-CSD101-102 FOR SITEPREPARATION POINT TABLES.4.SEE SHEETS BT120-LTS101-102 FOR TREEINVENTORY TABLE AND TREE PROTECTION DETAIL.5.SEE GENERAL SHEETS FOR HATCHING AND LINESTYLES.GENERAL NOTES:CONCCONCSIGNSIGNSIGNSIGNCONC ASPH ASPH ASPHASPHASPHASPHASPHASPH ASPHASPHASPHASPHASPH ASPH UTUT UT UTHHHHHHHVLTVLTVLTVLTVLT HH VLTS VLTSW SW SW SW TRAFFICCONTROLCABINETSWSWSWSWSWSWSW SWSWCONC WALL TTTETRAFFICVLTTMHFOFO2 MISCMHFOFOFOTMHICVICVTMH ICVICVICVICVICVICVICVICVCWSW SW CONCBENCH CW SW CONC B E N C H CONC BENCH CONCSW CONC SEAMS (TYP) SW SW SWDRWECOEEEEEEEEW E EE EEEE E3TRAFFIC CONTROLCABINETS CO2VLTSHH TTMHDETECTORLOOP (TYP)DETECTORLOOP (TYP)SWSW SWSWSWSWSWSWSWCONC BASEREMOVED LT /////////////////////////////SIGN POST ONCONC BASEDETECTORLOOP (TYP)DETECTORLOOP (TYP) MISCVALV METAL POLEMETAL POLEMETAL POLE////SL SL FOFO SD WSDOT FO WSDOT FO HH CONC SEAMS (TYP)CO6'11" 3'6"4'8" 8'11"ED(TYP.)ED(TYP.)ED(TYP.)ED(TYP.)3'1"2'11"3'3"////////////////N TRANSIT CENTR 509+53N TRANSIT CENTR 510+00N TRANSIT CENTR 512+00N TRANSIT CENTR 514+00N TRANSIT CENTR 516+00N TRANSIT CENTR 518+00N TRANSIT CENTR 518+75BP = 509+53.23PC = 511+04.96PT = 511+36.73PC = 513+60.65PT = 514+15.39EP = 518+75.0720 40 SCALE IN FEET 01020 (1" = 20')NRAINIER AND LAKE DWYCL BT120-C-RAILAKDW SAWCUT SAWCUT STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 04/12/2024 J. ALTCHECH 10/22/2024 4/12/2024 CIVIL SITE PREPARATION PLAN S RENTON TRANSIT CENTER BT120-CSP204 BT120 L. REDMAN L. REDMAN L. GILBERT L. REDMAN RTA/LR 0206-19 1"=20' No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY:03/26/24 | 1:59 PM | YSHENC:\PWWORKING\JACOBS_B&I\JEG_EX-SHENY\D0436120\S1-BT120-CSP201-205.DWGS1-BT120-CSP201-205 FACILITY ID: NOT FOR CONSTRUCTION 90% SUBMITTAL Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CAP001 xS1-BT120-VRX001 xS1-BT120-CSN001 xS1-BT120-CSP001 xS1-BT120-LTP001 xS1-BT120-VSF100 xS1-BT120-CPP001 xS1-BT120-GZK020 102 103201 202203204205SW 7TH STRAINIERAVE SHARDIEAVE SWSR-167SW GRADY WAY 101 104 105MATCHLINE:SEE DWG BT120-CSP203MATCHLINE:SEE DWG BT120-CSP205 MATCHLINE:SEE DWG BT120-CSP202MATCHLINE:SEE DWG BT120-CSP104 MATCHLINE:SEE DWG BT120-CSP105 MATCHLINE:SEE DWG BT120-CSP106KEY MAP LAKEAVE S107106 075 XXXX XXXXXXXXXXASPH ASPHASPHVLTSWSWDRWEEEESSSSSSSSSSSSXXXXXXXXXXXXXXXXXXXXX//////////////////////////////////////////////////////6'11"ED(TYP.)1038 1043.110021001103710411042104310032255GRADY 153+00 GRADY 154+00RAINIER 202+002 2 5240241242243LEGEND:CLEARING AND GRUBBINGREMOVE GRAVELHMA GRINDINGSAWCUT LINETREE PROTECTION ZONETREE PROTECTION FENCINGTREE TO BE REMOVEDTREE TAG NUMBERSEE SHEET BT120-CSS101SITE PREPARATION POINT1036XREMOVE CEMENT CONCRETE CURBREMOVE EXISTING FENCECONSTRUCTION NOTES:251.SEE SHEET BT120-CSN101 FOR SITE PREPARATIONGENERAL NOTES.2.SEE SHEETS BT120-CPP101-107 ANDBT120-CPP201-205 FOR PAVING PLANS.3.SEE SHEETS BT120-CSD101-102 FOR SITEPREPARATION POINT TABLES.4.SEE SHEETS BT120-LTS101-102 FOR TREEINVENTORY TABLE AND TREE PROTECTION DETAIL.5.SEE GENERAL SHEETS FOR HATCHING AND LINESTYLES.GENERAL NOTES:SIGNSIGNSIGNSIGNUTUT UT UTHHHHHHHVLTVLTVLTVLTVLT HH VLTS VLTSW SW SW SWSWSWSWSWSWSW SW SWSWCONC WALL TTTETMHFOFO2 MISCMHFOFOFOTMHICVICVTMH ICVICVICVICVICVICVICVICVCWSW SW CONCBENCH CW SW CONC B E N C H CONC BENCH CONCSW SW SW SWDRWECOEEEEEEEEW E EE EEEE ECO2VLTSHHTTMHSWSWSWSWSWSWSWSWSWCONC BASEREMOVED LT /////////////////////////////SIGN POST ONCONC BASE MISCVALV METAL POLEMETAL POLEMETAL POLE////SL SL FOFO SD WSDOT FO WSDOT FO HH CO6'11" 3'6"4'8" 8'11"////////////////N TRANSIT CENTR 509+53N TRANSIT CENTR 510+00N TRANSIT CENTR 512+00N TRANSIT CENTR 514+00N TRANSIT CENTR 516+00N TRANSIT CENTR 518+00N TRANSIT CENTR 518+75BP = 509+53.23PC = 511+04.96PT = 511+36.73PC = 513+60.65PT = 514+15.39EP = 518+75.0720 40 SCALE IN FEET 01020 (1" = 20')NSTRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 04/12/2024 J. ALTCHECH 10/22/2024 4/12/2024 CIVIL SITE PREPARATION PLAN S RENTON TRANSIT CENTER BT120-CSP205 BT120 L. REDMAN L. REDMAN L. GILBERT L. REDMAN RTA/LR 0206-19 1"=20' No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY:03/26/24 | 2:00 PM | YSHENC:\PWWORKING\JACOBS_B&I\JEG_EX-SHENY\D0436120\S1-BT120-CSP201-205.DWGS1-BT120-CSP201-205 FACILITY ID: NOT FOR CONSTRUCTION 90% SUBMITTAL Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CAP001 xS1-BT120-VRX001 xS1-BT120-CSN001 xS1-BT120-CSP001 xS1-BT120-LTP001 xS1-BT120-VSF100 xS1-BT120-CPP001 xS1-BT120-GZK020 102 103201 202203204205SW 7TH STRAINIERAVE SHARDIEAVE SWSR-167SW GRADY WAY 101 104 105MATCHLINE:SEE DWG BT120-CSP104MATCHLINE:SEE DWG BT120-CSP203MATCHLINE:SEE DWG BT120-CSP101KEY MAP LAKEAVE S107106 076 TREE INVENTORY TABLETREETAGCOMMON NAMEBOTANICAL NAMEDBH(IN.)SINGLESTEM EQ.DBH (IN.)DRIPLINERAD. (FT)TREEPROTECTIONZONE RAD. (FT)TREECONDITIONRATING(0-100)SIGNIFICANCEDETERM.LOCATION1001LITTLELEAF LINDENTILIA CORDATA7.47.471070SIGNIFICANTProtectROW1002LITTLELEAF LINDENTILIA CORDATA5.05.0770NON-SIGNIFICANTNAROW1003AMUR MAPLEACER GINNALA2.52.56660NON-SIGNIFICANTProtectROW1004AMUR MAPLEACER GINNALA4.04.09970NON-SIGNIFICANTRemoveROW1005LITTLELEAF LINDENTILIA CORDATA8.78.771180SIGNIFICANTRemoveROW1006LITTLELEAF LINDENTILIA CORDATA7.67.681080SIGNIFICANTProtectROW1007LITTLELEAF LINDENTILIA CORDATA7.47.481070SIGNIFICANTProtectROW1008LITTLELEAF LINDENTILIA CORDATA8.98.971270SIGNIFICANTProtectROW1009LITTLELEAF LINDENTILIA CORDATA8.58.571170SIGNIFICANTRemoveROW1010LITTLELEAF LINDENTILIA CORDATA6.96.95980SIGNIFICANTRemoveROW1011LITTLELEAF LINDENTILIA CORDATA8.48.471180SIGNIFICANTProtectROW1012NO LONGER EXISTSNO LONGER EXISTS0.00.0000NON-SIGNIFICANTNAROW1013LITTLELEAF LINDENTILIA CORDATA9.59.581280SIGNIFICANTProtectROW1014LITTLELEAF LINDENTILIA CORDATA9.39.391280SIGNIFICANTProtectROW1015FRONTIER ELMULMUS X 'FRONTIER'9.09.0141480SIGNIFICANTRemoveROW1016KATSURACERCIDIPHYLLUMJAPONICUM4.4,4.05.98860NON-SIGNIFICANTRemoveROW1017KATSURACERCIDIPHYLLUMJAPONICUM4.64.68870NON-SIGNIFICANTRemoveROW1018KATSURACERCIDIPHYLLUMJAPONICUM5.25.28880NON-SIGNIFICANTRemoveROW1019KATSURACERCIDIPHYLLUMJAPONICUM7.27.28990SIGNIFICANTRemoveROW1020KATSURACERCIDIPHYLLUMJAPONICUM5.35.37760NON-SIGNIFICANTRemoveROW1021KATSURACERCIDIPHYLLUMJAPONICUM5.0,5.47.491060SIGNIFICANTRemoveROW1022KATSURACERCIDIPHYLLUMJAPONICUM5.55.58870NON-SIGNIFICANTRemoveROW1023KATSURACERCIDIPHYLLUMJAPONICUM5.7,2.3,3.97.371050SIGNIFICANTRemoveROW1024KATSURACERCIDIPHYLLUMJAPONICUM5.95.98850NON-SIGNIFICANTProtectROW1025LITTLELEAF LINDENTILIA CORDATA8.18.181170SIGNIFICANTProtectROW1025.1AUSTRIAN PINEPINUS NIGRA12.312.3101680SIGNIFICANTProtectPP1026LITTLELEAF LINDENTILIA CORDATA7.07.07930SIGNIFICANTProtectROW1027LITTLELEAF LINDENTILIA CORDATA6.86.86970SIGNIFICANTProtectROW1027.1BEACON OAKQUERCUS BICOLOR 'BONNIEAND MIKE'2.02.02650NON-SIGNIFICANTProtectROW1028RED OAKQUERCUS RUBRA2.52.55660NON-SIGNIFICANTProtectROW1028.1BEACON OAKQUERCUS BICOLOR 'BONNIEAND MIKE'2.22.23670NON-SIGNIFICANTProtectPP1028.2BEACON OAKQUERCUS BICOLOR 'BONNIEAND MIKE'1.81.82660NON-SIGNIFICANTProtectPP1028.3BEACON OAKQUERCUS BICOLOR 'BONNIEAND MIKE'1.61.61610NON-SIGNIFICANTProtectPP1029RED OAKQUERCUS RUBRA3.13.16650NON-SIGNIFICANTProtectROW1029.1BEACON OAKQUERCUS BICOLOR 'BONNIEAND MIKE'2.02.04660NON-SIGNIFICANTProtectPP1029.2AUSTRIAN PINEPINUS NIGRA10.610.6101480SIGNIFICANTProtectPP1030KATSURACERCIDIPHYLLUMJAPONICUM2.12.13610NON-SIGNIFICANTRemoveROW1031KATSURACERCIDIPHYLLUMJAPONICUM6.26.2101070SIGNIFICANTProtectROW1032KATSURACERCIDIPHYLLUMJAPONICUM3.53.56660NON-SIGNIFICANTProtectROWSUMMER SPRITETREE INVENTORY TABLETREETAGCOMMON NAMEBOTANICAL NAMEDBH(IN.)SINGLESTEM EQ.DBH (IN.)DRIPLINERAD. (FT)TREEPROTECTIONZONE RAD. (FT)TREECONDITIONRATING(0-100)SIGNIFICANCEDETERM.LOCATION1032KATSURAJAPONICUM3.53.56660NON-SIGNIFICANTProtectROW1033SUMMER SPRITELINDENTILIA CORDATA 'HALKA'2.12.12640NON-SIGNIFICANTRemoveROW1033.1LITTLELEAF LINDENTILIA CORDATA8.78.771170SIGNIFICANTProtectROW1034LITTLELEAF LINDENTILIA CORDATA9.99.991360SIGNIFICANTProtectROW1035AMUR MAPLEACER GINNALA7.57.5171760SIGNIFICANTProtectROW1036LITTLELEAF LINDENTILIA CORDATA8.08.081080SIGNIFICANTProtectROW1037ARMSTRONG MAPLEACER RUBRUM'ARMSTRONG'4.7,4.3,3.97.541030SIGNIFICANTProtectPP1038FREEMAN MAPLEACER X FREEMANII7.1,8.2,5.8,4.9,6.4,6.816.2212140SIGNIFICANTProtectPP1039NORWAY MAPLEACER PLATANOIDES7.87.891050SIGNIFICANTRemoveROW1040NORWAY MAPLEACER PLATANOIDES6.16.18850SIGNIFICANTRemoveROW1041NORWAY MAPLEACER PLATANOIDES6.96.97940SIGNIFICANTRemoveROW1042NORWAY MAPLEACER PLATANOIDES8.48.491150SIGNIFICANTRemoveROW1043.1NORWAY MAPLEACER PLATANOIDES5.7,6.18.3101150SIGNIFICANTRemoveROW1043.2NORWAY MAPLEACER PLATANOIDES5.05.06760NON-SIGNIFICANTRemoveROW1043FREEMAN MAPLEACER X FREEMANII8.3,11.514.291840SIGNIFICANTRemoveROW1044NORWAY MAPLEACER PLATANOIDES6.66.69950SIGNIFICANTRemoveROW1045NORWAY MAPLEACER PLATANOIDES5.95.98850NON-SIGNIFICANTRemoveROW1046SHORE PINEPINUS CONTORTA VAR.CONTORTA5.1,4.7,4.6,5.910.2121350SIGNIFICANTRemovePP1047BLACK LOCUSTROBINIA PSEUDOACACIA18.0,14.022.8242960SIGNIFICANTRemovePP1048RED MAPLEACER RUBRUM4.94.99990NON-SIGNIFICANTProtectPP1049THORNLESSHONEYLOCUSTGLEDITSIA TRIACANTHOSVAR. INERMIS7.97.9121290SIGNIFICANTProtectPP1050PERSIAN PARROTIAPARROTIA PERSICA2.72.76680NON-SIGNIFICANTProtectPP1051PERSIAN PARROTIAPARROTIA PERSICA3.03.06660NON-SIGNIFICANTProtectPP1052PERSIAN PARROTIAPARROTIA PERSICA3.33.37770NON-SIGNIFICANTProtectPP1053PERSIAN PARROTIAPARROTIA PERSICA2.82.87770NON-SIGNIFICANTProtectPP1054RED MAPLEACER RUBRUM6.06.0101080SIGNIFICANTProtectPP1055RED MAPLEACER RUBRUM4.04.06680NON-SIGNIFICANTProtectPP1056ARBORVITAE SP.THUJA SP.4.2,4.5,3.9,3.8,2.18.561150SIGNIFICANTRemovePP1057ARBORVITAE SP.THUJA SP.3.8,2.4,2.5,2.95.96850NON-SIGNIFICANTRemovePP1058ARBORVITAE SP.THUJA SP.3.8,3.8,3.4,2.3,4.17.961050SIGNIFICANTRemovePP1059CHINESE PHOTINIAPHOTINIA SERRATIFOLIA3.33.35660NON-SIGNIFICANTRemovePP1060CHINESE PHOTINIAPHOTINIA SERRATIFOLIA3.93.95670NON-SIGNIFICANTRemovePP*PP:PRIVATE PROPERTYSTRIDE BUS RAPID TRANSITSOUTH RENTON TRANSIT CENTERBT105R. PARGAS04/12/2024J. ALTCHECH10/22/202404/12/2024LANDSCAPETREE INVENTORY TABLE BT120-LTS101BT120T. WALKERT. WALKERT. GOEPPINGERL. FRENCH RTA/LR 0206-19NTSNo.DATEDSNCHKAPPREVISIONSUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:CONTRACT No.:FILENAME:SCALE:DRAWING No.:SHEET No.:REV:LINE IS 1" ATFULL SCALE DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:03/25/24 | 9:47 PM | WALKERT1C:\PWWORKING\JACOBS_B&I\JEG_WALKERT1\D0436120\S1-BT120-LTS101.DWGS1-BT120-LTS101FACILITY ID:NOT FOR CONSTRUCTION 90% SUBMITTALXrefs: xBRT-CUD05-TB22x34 SEAL-LBF1465STATE OF WASHINGTONLICENSED LANDSCAPE ARCHITECTNO. 1465 EXP. 12/03/24 LORCAN BRIAN FRENCH313 6 FT. HT. CHAIN LINK TREEPROTECTION FENCE.KEEP OUTTREEPROTECTIONZONE AREA11" x 17" LAMINATEDSIGN INSTALLEDEVERY 50 FT. INACCORDANCE WITHTHE TEMPORARY TREEPROTECTIONSPECIFICATIONS.STEEL POSTS OR APPROVEDEQUAL. ABOVEGROUND PRECASTBLOCK FOOTINGS PERMISSIBLE.5" THICK LAYER OF WOOD CHIPMULCH, EXCEPT OVER EXISTING SOD.MAINTAIN EXISTING GRADEWITHIN THE TREE PROTECTIONFENCE UNLESS OTHERWISEINDICATED ON THE DRAWINGS.NOTES:1.NO PRUNING OF LIMBS EQUAL TO OR GREATERTHAN 2-IN DIAMETER SHALL BE PERFORMEDUNLESS UNDER THE DIRECTION OF THEPROJECT ARBORIST.2.NO EQUIPMENT SHALL BE STORED OROPERATED INSIDE THE PROTECTIVE FENCINGINCLUDING DURING FENCE INSTALLATION ANDREMOVAL.3.NO STORAGE OF MATERIALS OR FOOT TRAFFICSHALL OCCUR INSIDE THE PROTECTIVEFENCING.4.UNAUTHORIZED ACTIVITIES IN TREEPROTECTION AREA SHALL REQUIREEVALUATION BY THE PROJECT ARBORIST TOIDENTIFY IMPACTS AND MITIGATION REQUIRED.5.EXPOSED ROOTS: ROOT PRUNING FORDAMAGED ROOTS EQUAL TO OR GREATERTHAN 2-IN DIAMETER SHALL BE PERFORMEDUNDER THE SUPERVISION OF THE PROJECTARBORIST. ROOT PRUNING FOR DAMAGEDROOTS LESS THAN 2-IN DIAMETER, MAKE ACLEAN STRAIGHT CUT TO SOIL LINE TOREMOVED DAMAGED PORTION AND INFORMTHE PROJECT ARBORIST. ALL EXPOSED ROOTSSHALL BE KEPT COVERED WITH WETTEDBURLAP UNTIL BACKFILLED AND COVEREDWITH NEW SOIL.6.TREE PROTECTION ZONE (TPZ) ANDASSOCIATED TREE PROTECTION FENCINGSHALL BE INSPECTED AND APPROVED PRIORTO ANY GROUND DISTURBANCE.7.SEE TEMPORARY TREE PROTECTIONSPECIFICATIONS FOR SUPPLEMENTALWATERING REQUIREMENTS WITHIN THE TPZ.CROWN DRIP LINE OR OTHER LIMITOF TREE PROTECTION ZONE AREA.SEE TEMPORARY TREE PROTECTIONPLAN.SECTION VIEWSTRIDE BUS RAPID TRANSITSOUTH RENTON TRANSIT CENTERBT105R. PARGAS04/12/2024J. ALTCHECH10/22/202404/12/2024LANDSCAPETREE PROTECTION DETAILS BT120-LTD101BT120T. WALKERT. WALKERT. GOEPPINGERL. FRENCH RTA/LR 0206-19NTSNo.DATEDSNCHKAPPREVISIONSUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:CONTRACT No.:FILENAME:SCALE:DRAWING No.:SHEET No.:REV:LINE IS 1" ATFULL SCALE DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:03/27/24 | 2:46 PM | WALKERT1C:\PWWORKING\JACOBS_B&I\JEG_WALKERT1\D0436120\S1-BT120-LTS101.DWGS1-BT120-LTS101FACILITY ID:NOT FOR CONSTRUCTION 90% SUBMITTALXrefs: xBRT-CUD05-TB22x34 SEAL-LBF1465TREE PROTECTION DETAILNTS1-STATE OF WASHINGTONLICENSED LANDSCAPE ARCHITECTNO. 1465 EXP. 12/03/24 LORCAN BRIAN FRENCH314 3.A3.B3.41.B 1.E1.1 1.4 1.5 1.7 1.8 1.151BT120-SFP2121BT120-SGP312 1BT120-SFP213 1BT120-SGP313 1BT120-SFP214 1BT120-SGP3141BT120-SFP2312.1 2.J 4.1 4.52.112.A 4.A4.B1BT120-SFP241 1BT120-SGP341 1.16 1.171BT120-SFP2151BT120-SFP221 1BT120-SGP5211BT120-SGP421 1BT120-SGD1353.1 1BT120-SGP331 1BT120-SGP4311BT120-SGP321 RPNTESTALANOISSE F O G T ONREENIGNE AOFWSHI 42512UCDOUGLASJOHNP RI NDLESTRALTUR I NENGEER N DRAWING NO.: FACILITY ID: SHEET No:REV: SCALE: FILENAME: CONTRACT No.: SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY: DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY:NOT FOR CONSTRUCTION BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-S-v2020.rvt3/18/2024 10:34:10 AM1" = 30'-0" BT120 S1-BT120-S-v2020 RTA/OA 0206-19 10/22/2024 04/12/2024 L. DOWELL R. MUNRO A. ESPARZA D. PRINDLE STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 BT120-SFP001 04/12/2024R. PARGAS J. ALTCHECH 90% SUBMITTAL STRUCTURE OVERALL SITE PLAN SCALE IN FEET 15 3030 600 A B D KEY PLAN PLATFORM G H F E C GANTRY EQUIP YARD COREFACILITY J K N 333 FOOTING REINFORCEMENT,BOTTOM EACH WAY,SEE SCHEDULEFTG TOP REINF, SEE SCHED ANCHOR RODSCL COLUMNISOLATION JOINTALL AROUND COLUMN COLUMN SLAB ON GRADE,REINF NOT SHOWNBASE PLATENON-SHRINK GROUT#4@12"#4@12"TIES 1/2" THK PREMOLDED JOINT FILLERWHERE TOP REINF EXISTS, PLACE (2) BARS EW MAX 2" FROM EA LINE OF RODS.NOTES:1. PLACE CONCRETE BLOCK AROUND COLUMN AFTER INSTALLING THE CONDUIT.FOOTING SCHEDULEMARKLENGTHWIDTHTHICKNESSBOTTOM REINFORCING TOP REINFORCING REMARKS5.5 5'-6" 5'-6" 1'-6"(5) #6 EW (5) #6 EW -CLPILE CAP TERMINATOR, TYPEXTEND PILE REINF TO TOP OF PILE CAP(6)#5 VERT#3 SPIRAL W/ 3" PITCH, TYP (1) #10 VERT,TYPTOP OF PILE CAP EL.18" DIA CIP AUGER CAST PILE,TYP 3"TYP2" CLR 4" CLRSEE SCHTHICKNESSSEE SCH6"TYP2" CLR 66'-0"3" CLR TYPICAL PILE CAP SECTION 52'-0"CLPILE CAP6"SEE SCHTHICKNESSCLR3"4'-6" X 4'-6" THICKENED REGION CTR ON PILE SEE NOTE 1 PILE CAP REINFPILEREINF NOT SHOWN#5 @ 12" EWPCA SECTIONNOTES:1.WHERE THICKENED REGION CANNOT EXTEND FOR THE FULL LENGTH SHOWN, STOP AT EDGE OF PILE CAP. HOOK ALL INTERRUPTED REINFORCING.NOTES:PILE CAP SCHEDULEMARKTHICKNESSBOTTOM REINFORCINGPC236"(5) #8LONG DIRECTION SHORT DIRECTION TOP REINFORCINGLONG DIRECTION SHORT DIRECTION(10) #8 (5) #6 (10) #6PC2A36"(5) #8 (10) #8 (5) #6 (10) #6PC8 48" (12) #8 (22) #8 (12) #6 (22) #6 PCA 12"PER PLAN PER PLAN PER PLAN PER PLAN PC2A PILE CAP PLAN 2' - 3"2' - 3"2' - 3"3' - 0"3' - 0"2' - 3"2' - 3"2' - 3"2' - 3"2' - 3"PC2 PILE CAP PLAN 2' - 3"2' - 3"2' - 3"2' - 3"2' - 3"2' - 3"PC8 PILE CAP PLAN 2' - 3"6' - 0"3' - 0"3' - 0"6' - 0"2' - 3"RPNTESTALANOISSE F O G T ONREENIGNE AOFWSHI 42512UCDOUGLASJOHN P RI NDLESTRALTUR I NENGEER DRAWING NO.: FACILITY ID: SHEET No:REV: SCALE: FILENAME: CONTRACT No.: SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY: DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: NTS NOT FOR CONSTRUCTION BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-S-v2020.rvt3/18/2024 10:34:31 AMBT120 S1-BT120-S-v2020 RTA/OA 0206-19 10/22/2024 04/12/2024 L. DOWELL R. MUNRO A. ESPARZA D. PRINDLE STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 BT120-SGY402 04/12/2024R. PARGAS J. ALTCHECH 90% SUBMITTAL STRUCTURE TYPICAL FOUNDATION DETAILS 2 SCALE: NTSTYPICAL SPREAD FOOTING DETAIL AND SCHEDULE 1- SCALE: NTS TYPICAL CONCRETE PILE CAP PLANS AND SECTIONS 2 - 355 SLAB REINFVAPOR RETARDERGRANULAR FILL,SEE PLANS SOG THKNOTE 1NOTES:1. SEE PLANS FOR SLAB ON GRADE THICKNESS. SLAB ON GRADE IS 6-INCH THICK UNLESS NOTED OTHERWISE.2.REINFORCE UP TO 4-INCH THICK SLAB ON GRADE WITH #4 @ 18" EACH WAY, UP TO 6-INCH THICK SLAB ON GRADE WITH #4 @ 16" EACH WAY, UP TO 9-INCH THICK SLAB ON GRADE WITH #4 @ 16" EACH WAY TOP AND BOTTOM.3.LOCATE CONSTRUCTION JOINTS UNDER PARTITIONS OR ON COLUMN LINES.4.PROVIDE CONTROL JOINTS AT A MAXIMUM SPACING OF 20-FEET EACH WAY IN BETWEEN. PROVIDE CONTROL JOINTS AT ALL RE-ENTRANT CORNERS.5.SUBMIT A JOINTING PLAN TO ARCHITECT FOR REVIEW.6.AT STRUCTURAL SLAB, EXTEND ADDED BAR 24-INCHES INTO SLAB. AT CONTRACTOR'S OPTION, FORMSAVER IS ACCEPTABLE.CLEAR1 1/2"ISOLATION JOINT (IJ)AT COLUMNTOOLED ISOLATIONJOINTTERMINATE REINFAT JOINTBOND BREAKER FILL IN W/ CONC AFTER FORMS ARE REMOVEDCJIJ2" TYP CJCJCJIJIJIJCONSTRUCTION JOINT (CJ)SAWCUT QUARTER OF SOG THKTERMINATE REINF AT JOINT3/4" Ø X 2'-0" SMOOTH DOWEL,CENTER IN SLAB, MATCH SOG REINF SPCGSLAB ON GRADE JOINTS,DISCONTINUOUS ATINTERSECTION WITHPERPENDICULAR JOINT (2) #4 X 4'-0" AT MID-DEPTHSOGRE-ENTRANTCORNERCJCJCJ4"2" CLR(2) #4 X 4'-0" AT MID-DEPTHSOG CONTROL JOINT (CJ)SAWCUT QUARTER OF SOG THKSOGCJ INTERSECTION RE-ENTRANT CORNER AT PILASTERFILL IN W/ CONC AFTER FORMS ARE REMOVEDCJ IJIJSTRUC SLABSTRUC WALL 2'-0"SOG, REINF NOT SHOWNMATCH SIZE AND SPCG OF SOG, SEE NOTE 6WATERSTOP PER ARCH3/4"x3 1/2"x0'-6" KEYED JT SLAB/WALL INTERSECTION9" MAX.(2) #5 CONT,LAP 2'-6"#4 @ 12"3/4" CHAMFERCONC SLAB, SEE NOTE 2 12" MAX.#5 CONT,LAP 2'-6"NOTES:1. SEE ARCHITECTURAL DRAWINGS FOR CURB DIMENSIONS AND LOCATIONS.2.MINIMUM THICKNESS OF CONCRETE ELEMENT WHERE THIS DETAIL APPLIES IS 4 INCHES.3.FOR CURBS ON SLAB ON METAL DECK, PLACE HOOK AND CONTINUOUS BOTTOM BAR AT BOTTOM OF FLUTE.4.INFORM THE STRUCTURAL ENGINEER WHERE CURB IS SHOWN THAT FALLS OUTSIDE OF THE LIMITS OF THIS DETAIL.(2) #4 CONT,LAP 2'-6",HOOK AT ENDS 2'-6"SOG1' - 3"1' - 0"#4 @ 16"1 1 RPNTESTALANOISSE F O G T ONREENIGNE AOFWSHI 42512UCDOUGLASJOHN P RI NDLESTRALTUR I NENGEER DRAWING NO.: FACILITY ID: SHEET No:REV: SCALE: FILENAME: CONTRACT No.: SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY: DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: NTS NOT FOR CONSTRUCTION BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-S-v2020.rvt3/18/2024 10:34:30 AMBT120 S1-BT120-S-v2020 RTA/OA 0206-19 10/22/2024 04/12/2024 L. DOWELL R. MUNRO A. ESPARZA D. PRINDLE STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 BT120-SGY401 04/12/2024R. PARGAS J. ALTCHECH 90% SUBMITTAL STRUCTURE TYPICAL FOUNDATION DETAILS 1 SCALE: NTSTYPICAL - SLAB ON GRADE DETAILS 1-SCALE: NTSTYPICAL CONCRETE CURB DETAILS 2-SCALE: NTSTYPICAL SLAB ON GRADE EDGE 3- 354 FOOTING REINFORCEMENT,BOTTOM EACH WAY,SEE SCHEDULEFTG TOP REINF, SEE SCHED ANCHOR RODSCL COLUMNISOLATION JOINTALL AROUND COLUMN COLUMN SLAB ON GRADE,REINF NOT SHOWNBASE PLATENON-SHRINK GROUT#4@12"#4@12"TIES 1/2" THK PREMOLDED JOINT FILLERWHERE TOP REINF EXISTS, PLACE (2) BARS EW MAX 2" FROM EA LINE OF RODS.NOTES:1. PLACE CONCRETE BLOCK AROUND COLUMN AFTER INSTALLING THE CONDUIT.FOOTING SCHEDULEMARKLENGTHWIDTHTHICKNESSBOTTOM REINFORCING TOP REINFORCING REMARKS5.5 5'-6" 5'-6" 1'-6"(5) #6 EW (5) #6 EW -CLPILE CAP TERMINATOR, TYPEXTEND PILE REINF TO TOP OF PILE CAP(6)#5 VERT#3 SPIRAL W/ 3" PITCH, TYP (1) #10 VERT,TYPTOP OF PILE CAP EL.18" DIA CIP AUGER CAST PILE,TYP 3"TYP2" CLR 4" CLRSEE SCHTHICKNESSSEE SCH6"TYP2" CLR 66'-0"3" CLR TYPICAL PILE CAP SECTION 52'-0"CLPILE CAP6"SEE SCHTHICKNESSCLR3"4'-6" X 4'-6" THICKENED REGION CTR ON PILE SEE NOTE 1 PILE CAP REINFPILEREINF NOT SHOWN#5 @ 12" EWPCA SECTIONNOTES:1.WHERE THICKENED REGION CANNOT EXTEND FOR THE FULL LENGTH SHOWN, STOP AT EDGE OF PILE CAP. HOOK ALL INTERRUPTED REINFORCING.NOTES:PILE CAP SCHEDULEMARKTHICKNESSBOTTOM REINFORCINGPC236"(5) #8LONG DIRECTION SHORT DIRECTION TOP REINFORCINGLONG DIRECTION SHORT DIRECTION(10) #8 (5) #6 (10) #6PC2A36"(5) #8 (10) #8 (5) #6 (10) #6PC8 48" (12) #8 (22) #8 (12) #6 (22) #6 PCA 12"PER PLAN PER PLAN PER PLAN PER PLAN PC2A PILE CAP PLAN 2' - 3"2' - 3"2' - 3"3' - 0"3' - 0"2' - 3"2' - 3"2' - 3"2' - 3"2' - 3"PC2 PILE CAP PLAN 2' - 3"2' - 3"2' - 3"2' - 3"2' - 3"2' - 3"PC8 PILE CAP PLAN 2' - 3"6' - 0"3' - 0"3' - 0"6' - 0"2' - 3"RPNTESTALANOISSE F O G T ONREENIGNE AOFWSHI 42512UCDOUGLASJOHN P RI NDLESTRALTUR I NENGEER DRAWING NO.: FACILITY ID: SHEET No:REV: SCALE: FILENAME: CONTRACT No.: SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY: DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: NTS NOT FOR CONSTRUCTION BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-S-v2020.rvt3/18/2024 10:34:31 AMBT120 S1-BT120-S-v2020 RTA/OA 0206-19 10/22/2024 04/12/2024 L. DOWELL R. MUNRO A. ESPARZA D. PRINDLE STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 BT120-SGY402 04/12/2024R. PARGAS J. ALTCHECH 90% SUBMITTAL STRUCTURE TYPICAL FOUNDATION DETAILS 2 SCALE: NTSTYPICAL SPREAD FOOTING DETAIL AND SCHEDULE 1- SCALE: NTS TYPICAL CONCRETE PILE CAP PLANS AND SECTIONS 2 - 355 5' - 0" TYP 2' - 0"ABT120-SGY403NOTES:1. REFER TO ARCHITECTURAL DRAWINGS FOR PYLON LOCATIONS.NOTES:#5 @ 12" EW 2' - 0" MAX1' - 6"#5 @ 12" T&B EWHOOK INWARD WHERE REQUIREDSOG PLATFORM 7'-0" 3'-4"BBT120-SGY4034' - 6"NOTES:1. REFER TO ARCHITECTURAL DRAWINGS FOR ELECTRICAL CABINET LOCATIONS.NOTES:#5 @ 12" EW 2' - 0" MAX1' - 6"#5 @ 12" T&B EWHOOK INWARD WHERE REQUIREDSOG PLATFORM CBT120-SGY403NOTES:1. REFER TO ELECTRICAL DRAWINGS FOR LIGHT POLE LOCATIONS.2. AT CONTRACTOR'S OPTION, ACCEPTABLE TO SUBSTITUTE SPIRAL WITH TIES.NOTES:#3 SPIRALSSEE NOTE 2(6) #4 VERTHOOK AT TOP 3" CLR24" DIADRILLED PIER 4" SPIRAL PITCH 8" SPIRAL PITCH2' - 0" MAX6' - 0"2' - 0"LIGHT POLEDRILLED PIER RPNTESTALANOISSE F O G T ONREENIGNE AOFWSHI 42512UCDOUGLASJOHN P RI NDLESTRALTUR I NENGEER DRAWING NO.: FACILITY ID: SHEET No:REV: SCALE: FILENAME: CONTRACT No.: SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY: DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: NTS NOT FOR CONSTRUCTION BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-S-v2020.rvt3/18/2024 10:34:31 AMBT120 S1-BT120-S-v2020 RTA/OA 0206-19 10/22/2024 04/12/2024 L. DOWELL R. MUNRO A. ESPARZA D. PRINDLE STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 BT120-SGY403 04/12/2024R. PARGAS J. ALTCHECH 90% SUBMITTAL STRUCTURE TYPICAL FOUNDATION DETAILS 3 SCALE: NTSTYPICAL PYLON FOUNDATION PLAN 1-SCALE: NTSTYPICAL PYLON FOUNDATION SECTION A-SCALE: NTSTYPICAL ELECTRICAL CABINET FOUNDATION PLAN 2-SCALE: NTSTYPICAL ELECTRICAL CABINET FOUNDATION SECTION B-SCALE: NTSTYPICAL LIGHT POLE FOUNDATION PLAN 3- SCALE: NTS TYPICAL LIGHT POLE FOUNDATION SECTION C - 356 HARDIEAVE SWS GRADY WAYRAINIER AVE SBUS BAY 7BUS BAY 6BUS BAY 5BUS BAY 2BUS BAY 8BUS BAY 3BUS BAY 4BUS BAY 1^^^^^^^^^^^^^^^^^^^^^^^NDNDNDNDNDNDNDNDNDNDNDNDND RGRGRGRG RGRG RG RGRGRGCGCGCGCGCGCGCGRG CG CGCSCSCSVDVDVDVDVDVD CSSFSFSFSF SFSFSFSFVDVDVDVDVDCGCGCGCGCGCGCGSFSFSFCGCGCGSFSFSFSFVMCGCGCGCGCGCGCGVDVDVDSFSFSFSFSFSFVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDMRMRMRMRMRMRMRMRVMCSCSCS SFSFMRMRSFCGCG MR SF SF SF SFSFSFSFSFCGMRMR CGCGCG CGCGRGRGRGCGCGCGCGCGVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGRGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSRGRGCECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECERGCECECECECECECECECECECECECECECECECECECECSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGKGKGKGKGKGKGKGKGKGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDVDVDVDVDVDVDVDVDVDVDVDVDVDVDRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCSCSVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFVMVMVMVMVMVMVDVDVDCGVDVDVDVDVDVDVDVDVDVDCGCGCGCGCGCGCGCGCGCGCSCSCSCSCSCSMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPSFSFSFSFSFSFSFMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGKGKGKGKGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFKGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSVMRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGCGCGCGWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPVMVMRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGVDVDVDVDVDVDVDVDVDVDVDVDVDVDVMVMVDVDVDVDVDVDVDVDVDVDVDVDVDVDVMVMVMVMCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSVMVMVMVMNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRWRWRWRWRWRCGCGCGCGCGCGCGCGCGCGCGCGCGCGVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGRGRGRGRGVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDRGRGRGRGRGRGRGRGVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDCECECECECECECECECECECECECECECECECECECECECECECECECSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGWRWRWRWRWRWRWRWRWRWRNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFWRWRSFVDMRMRMRMRMRMRNDNDNDNDNDNDWRWRWRWRWRWRWRNDNDNDNDNDNDNDRGRGRGRGRGRGRGRGCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCSRGCSCSCSCSCGCGCGCGCGCGCGCGCGRGRGRGRGRGRGRGRGRGCSCSCSCSCSCSCSCSCSMPMPMPMPMPMPMPMPMPMPMPMPMPMPNDNDNDVDVDVDNDNDNDMRMRMRMRMRMRVDVDCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFVDVDVDNDVDVDMRMRMRMRMRMRNDNDNDVDVDCGCGCGCGCGCGSFSFSFSFSFSFVDVDNDNDNDVDVDVDMRMRMRMRMRMRCGCGCGCGCGCGNDNDNDVDVDVDNDNDCGCGCGCGCGCGSFSFSFSFSFSFVDVDVDVDNDMRMRMRMRMRMRNDNDNDVDVDVDVDVDVDNDNDCGCGCGCGCGCGCGCGCGCGCGNDNDNDVDCGCGCGCGCGCGVDVDNDNDVDSFSFSFSFSFSFNDNDNDVDVDVDNDNDNDVDVDVDNDNDNDCSWRWRWRWRWRWRWRWRWRWRNDNDNDNDNDNDNDNDNDNDCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGRGRGRGRGRGRGRGRGRGRGCSCSCSCSCSCSCSCSCSCSCSCSRGRGRGRGRGCGCGCGCGCGCGCGCSCSCSCSCSCSCGCGCGCGCGCGNDNDNDNDNDNDWRWRWRWRWRCGCGCGCGCGCGCGCGCGCGRGCSRGRGRGRGCSCSCSNDCGCGCGCGWRWRNDNDCGCGCGCGCSCSRGRGRGCGCGCGCGCGCGCGCGCGCGCGWRWRWRWRWRWRWRNDNDNDNDNDNDWRWRWRWRWRNDWRWRWRWRNDNDNDNDNDNDNDNDNDNDNDSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFCSCSCSCSCSCSCSCSCSCSCSCSCSNDCEMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGNDNDNDNDNDNDNDNDNDNDSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSMRRGRGRGRGRGRGRGRGRGRGRGWRWRWRWRWRWRWRWRWRMRMRMRMRMRMRMRMRMRMRCGCGCGCGCGCGCGCGWRNDNDNDNDNDNDWRWRWRWRWRCGCGCGCGCGCGCGCSCSCSRGRGRGCGCGCGCGCGCGCGWRWRWRNDNDNDNDNDCGCGCGCGCGCGCGCSCSCSCSCSCSRGRGRGRGCGCGCGCGCGCGCGCGCGCGCSCSCSCSCSCSCSRGRGRGRGCGCGCGCGCGCGWRWRWRWRNDNDNDNDCGCGCGCGRGRGRGCSCSCSCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDWRWRWRWRWRWRWRCGCGCGCGCGCGCSCSCSCSRGRGRGCGCGCGNDNDWRWRWRCGCGCGCGCSCSRGRGCGCGCGCGCGCGCSCSCSNDNDNDNDNDWRWRWRWRCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCSCSCSCSCSCSCSCSCSRGRGRGRGRGRGRGCGCGCGCGCGCGCGCGCGCGCGWRWRWRWRWRWRNDNDNDNDNDNDNDNDNDCGCGCGCGCGCGNDWRNDNDNDNDWRWRWRWRCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDWRWRWRWRWRCSCSCSCSCSCGCGCGCGCGCGNDNDWRCSCSCSCSCSCSCSCSCSCSCSWRWRWRWRWRNDNDNDNDNDNDNDNDNDNDNDNDNDCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCSCSCSCSCSCSCSCGCGCGWRWRWRWRWRWRWRCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDWRWRWRWRCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRNDNDNDNDNDNDCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSRGSFSFSFCGCGCGCGCGCGCGCGCGRGMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGMRMRMRWRWRWRWRCGNDNDNDCSCSCSCSCSCSNDNDNDWRWRWRWRCSCSCSSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRCSMRMRMRMRMRMRCSCSCSMRMRCSCSCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGSFMRMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGMPMPVDVDVDMPVDVDVDMPVDVDVDMPVDVDVDVDVDVDVDVDVDVDVDVDCGCGCGCGCGCGCGCGMRMRMRMRMRMRMRMRMRMRSFSFSFSFSFSFSFSFCSCSCSCSCSCSMRCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSMRCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRCSCSCSCSCSVMVMVMVMVMVMMPMPMPCGCGCGCGCSCSCSCSCSCSCSCSCSCSVDVDSFSFSFSFSFCGCGCGCGSFSFSFCGCGSFSFSFSFSFSFRGRGRGRGRGKGCGSFSFSFSFCGCGCGNDWRWRCGCGCGNDNDNDWRWRWRWRCSCSCSCSCSCSNDNDNDNDNDNDNDWRCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRCGCGCGNDNDNDNDCSCSCSCSCSCSCSCSCSNDNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCSWRWRWRWRCGCGCGCGNDNDNDNDNDNDNDNDCGCGCGWRCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDCGCGCGCSCSCSCSCSCSCSCSCSCECECESFSFSFCECECESFSFSFCGCGCGNDNDNDNDWRWRWRWRWRCSCSCSCSCSCSCGCGCGCGCGCGCSCSCSCSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHS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AVE SCONC DEBRISARTWORK COGVGVGV FO FOCOFOMWGVGVGMMWMW2VLTSHHTTMHGMBLDGEQUIPGAZEBOCONC4 BLRD3 BLRD 3 BLRD 2 BLRD 2 BLRD 3 BLRDSTORAGESHEDSHELTERCANOPYBLDGBLDGBLDGBLDG ////////////////SLSL EFOFOFOFOFO FO FO FOFOFOFOSSSS SSSSSSSS SSWWWWWWWWWWWWWWSDSDSDSDSDSDSDSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSEECENTURYLINK FOCENTURYLINK FOCENTURYLINK FO CENTURYLINK FOCENTURYLINK FOCENTURYLINK FO FOVLT HHGVMWEL=25.08MWGWMW-3EL=26.16MWGWMW-4EL=26.41MWGWMW-2EL=26.06MWGWMW-1EL=26.60 2' DP 3'2"DP2'6" DP4'11" DP3'11" DP 2'8" DP3'10" DP 3'3" DP5'6" DPC CO2 BLRDBROADBANDVAULT2'3" DP4'11" DP6'11"3'6"4'8"8'11"BIKESTORAGE1.5' RET WALLPLANTER 1.5' RET WALLPLANTER3LPD101 4LPD101 RAINIER AVE S3LPD101LAKE AVE S3LPD101 2LPD101 3LPD1014LPD101272629292728262727272929303029282726 252428 27 26 2525282829272826262626 282930303030//////////////////////////////////////////////S GRADY WAYS GRADY WAYRAINIER AVE S4LPD101 PCPSE POWER POLE PSE POWER POLEHARDIEAVE SWS GRADY WAY RAINIER AVE S SW 7TH STS 7TH STBUS BAY 7BUS BAY 6BUS BAY 5BUS BAY 2BUS BAY 8BUS BAY 3BUS BAY 4 BUS BAY 1^^^NDNDNDNDNDNDNDNDNDNDNDNDND RGRGRGRG RGRG RGRGRGRG CGCGCGCGCGCGCGRGCGCGCSCSCSVDVDVDVDVDVDCSSFSFSFSFSFSFSFSFVDVDVDVDVDCGCGCGCGCGCGCGSFSFSFCGCGCGSFSFSFSFVMCGCGCGCGCGCGCGVDVDVDSFSFSFSFSFSFVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDMRMRMRMRMRMRMRMRVMCSCSCSSFSFMRMRSFCGCGMRSFSFSFSFSFSFSFSFCGMRMRCGCGCGCGCGRGRGRGCGCGCGCGCGVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGRGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSRGRGCECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECERGCECECECECECECECECECECECECECECECECECECECSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGKGKGKGKGKGKGKGKGKGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDVDVDVDVDVDVDVDVDVDVDVDVDVDVDRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCSCSVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFVMVMVMVMVMVMVDVDVDCGVDVDVDVDVDVDVDVDVDVDCGCGCGCGCGCGCGCGCGCGCSCSCSCSCSCSMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPSFSFSFSFSFSFSFMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGKGKGKGKGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFKGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSVMRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGCGCGCGWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPVMVMRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGVDVDVDVDVDVDVDVDVDVDVDVDVDVDVMVMVDVDVDVDVDVDVDVDVDVDVDVDVDVDVMVMVMVMCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSVMVMVMVMNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRWRWRWRWRWRCGCGCGCGCGCGCGCGCGCGCGCGCGCGVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGRGRGRGRGVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDRGRGRGRGRGRGRGRGVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDCECECECECECECECECECECECECECECECECECECECECECECECECSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGWRWRWRWRWRWRWRWRWRWRNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFWRWRSFVDMRMRMRMRMRMRNDNDNDNDNDNDWRWRWRWRWRWRWRNDNDNDNDNDNDNDRGRGRGRGRGRGRGRGCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCSRGCSCSCSCSCGCGCGCGCGCGCGCGCGRGRGRGRGRGRGRGRGRGCSCSCSCSCSCSCSCSCSMPMPMPMPMPMPMPMPMPMPMPMPMPMPNDNDNDVDVDVDNDNDNDMRMRMRMRMRMRVDVDCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFVDVDVDNDVDVDMRMRMRMRMRMRNDNDNDVDVDCGCGCGCGCGCGSFSFSFSFSFSFVDVDNDNDNDVDVDVDMRMRMRMRMRMRCGCGCGCGCGCGNDNDNDVDVDVDNDNDCGCGCGCGCGCGSFSFSFSFSFSFVDVDVDVDNDMRMRMRMRMRMRNDNDNDVDVDVDVDVDVDNDNDCGCGCGCGCGCGCGCGCGCGCGNDNDNDVDCGCGCGCGCGCGVDVDNDNDVDSFSFSFSFSFSFNDNDNDVDVDVDNDNDNDVDVDVDNDNDNDCSWRWRWRWRWRWRWRWRWRWRNDNDNDNDNDNDNDNDNDNDCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGRGRGRGRGRGRGRGRGRGRGCSCSCSCSCSCSCSCSCSCSCSCSRGRGRGRGRGCGCGCGCGCGCGCGCSCSCSCSCSCSCGCGCGCGCGCGNDNDNDNDNDNDWRWRWRWRWRCGCGCGCGCGCGCGCGCGCGRGCSRGRGRGRGCSCSCSNDCGCGCGCGWRWRNDNDCGCGCGCGCSCSRGRGRGCGCGCGCGCGCGCGCGCGCGCGWRWRWRWRWRWRWRNDNDNDNDNDNDWRWRWRWRWRNDWRWRWRWRNDNDNDNDNDNDNDNDNDNDNDSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFCSCSCSCSCSCSCSCSCSCSCSCSCSNDCEMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGNDNDNDNDNDNDNDNDNDNDSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSMRRGRGRGRGRGRGRGRGRGRGRGWRWRWRWRWRWRWRWRWRMRMRMRMRMRMRMRMRMRMRCGCGCGCGCGCGCGCGWRNDNDNDNDNDNDWRWRWRWRWRCGCGCGCGCGCGCGCSCSCSRGRGRGCGCGCGCGCGCGCGWRWRWRNDNDNDNDNDCGCGCGCGCGCGCGCSCSCSCSCSCSRGRGRGRGCGCGCGCGCGCGCGCGCGCGCSCSCSCSCSCSCSRGRGRGRGCGCGCGCGCGCGWRWRWRWRNDNDNDNDCGCGCGCGRGRGRGCSCSCSCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDWRWRWRWRWRWRWRCGCGCGCGCGCGCSCSCSCSRGRGRGCGCGCGNDNDWRWRWRCGCGCGCGCSCSRGRGCGCGCGCGCGCGCSCSCSNDNDNDNDNDWRWRWRWRCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCSCSCSCSCSCSCSCSCSRGRGRGRGRGRGRGCGCGCGCGCGCGCGCGCGCGCGWRWRWRWRWRWRNDNDNDNDNDNDNDNDNDCGCGCGCGCGCGNDWRNDNDNDNDWRWRWRWRCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDWRWRWRWRWRCSCSCSCSCSCGCGCGCGCGCGNDNDWRCSCSCSCSCSCSCSCSCSCSCSWRWRWRWRWRNDNDNDNDNDNDNDNDNDNDNDNDNDCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCSCSCSCSCSCSCSCGCGCGWRWRWRWRWRWRWRCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDWRWRWRWRCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRNDNDNDNDNDNDCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSRGSFSFSFCGCGCGCGCGCGCGCGCGRGMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGMRMRMRWRWRWRWRCGNDNDNDCSCSCSCSCSCSNDNDNDWRWRWRWRCSCSCSSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRCSMRMRMRMRMRMRCSCSCSMRMRCSCSCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGSFMRMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGMPMPVDVDVDMPVDVDVDMPVDVDVDMPVDVDVDVDVDVDVDVDVDVDVDVDCGCGCGCGCGCGCGCGMRMRMRMRMRMRMRMRMRMRSFSFSFSFSFSFSFSFCSCSCSCSCSCSMRCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSMRCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRCSCSCSCSCSVMVMVMVMVMVMMPMPMPCGCGCGCGCSCSCSCSCSCSCSCSCSCSVDVDSFSFSFSFSFCGCGCGCGSFSFSFCGCGSFSFSFSFSFSFRGRGRGRGRGKGCGSFSFSFSFCGCGCGNDWRWRCGCGCGNDNDNDWRWRWRWRCSCSCSCSCSCSNDNDNDNDNDNDNDWRCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRCGCGCGNDNDNDNDCSCSCSCSCSCSCSCSCSNDNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCSWRWRWRWRCGCGCGCGNDNDNDNDNDNDNDNDCGCGCGWRCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDCGCGCGCSCSCSCSCSCSCSCSCSCECECESFSFSFCECECESFSFSFCGCGCGNDNDNDNDWRWRWRWRWRCSCSCSCSCSCSCGCGCGCGCGCGCSCSCSCSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSLAKE AVE S 3LPD101 4LPD101 RAINIER AVE S3LPD101LAKE AVE S3LPD101 2LPD101 3LPD1014LPD10127262929272826272727292930302928272625242827262525282829272826262626282930303030PLANTING SCHEDULE////////////////S GRADY WAYS GRADY WAY RAINIER AVE S4LPD101 PC 1.A1.B1.C2.A2.G1.E1.D1.F 1.11.21.31.41.51.61.71.81.91.101.111.121.131.141.152.72.D2.32.12.H2.E2.112.102.92.82.62.52.42.B2.F 1.161.173.A3.B3.63.43.33.5 2.C2.2PSE POWER POLE PSE POWER POLEGENERAL NOTES:1.SEE SHEET BT120-LPS201 FOR PLANTING SCHEDULE ANDNOTES.2.PROTECT EXISTING LANDSCAPING IN PLANTING AREAS NOTINDICATED FOR REMOVAL. SEE SITE PREPARATION SHEETSBT120-CSP101-BT120-CSP205.3.REFERENCE SOIL PREPARATION DETAIL 1 ON SHEETBT120-LPD201 FOR ALL LANDSCAPE AREAS EXCEPT FORHYDROSEEDED TURF.4.LIMIT OF PLANTING EQUALS LIMIT OF CONSTRUCTIONDISTURBANCE. EXISTING LANDSCAPE AREAS DISTURBED BYCONSTRUCTION SHALL MEET AND MATCH EXISTINGCONDITIONS UNLESS SHOWN OTHERWISE ON PLANS.5.ANY EXISTING IRRIGATION SYSTEMS IMPACTED BYCONSTRUCTION SHALL BE RESTORED.STRIDE BUS RAPID TRANSITSOUTH RENTON TRANSIT CENTERBT105R. PARGAS04/12/2024J. ALTCHECH10/22/202404/12/2024LANDSCAPEPLANTING GENERAL NOTESS RENTON TRANSIT CENTERBT120-LPN101BT120T. WALKERT. WALKERL. FRENCHL. FRENCH--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------RTA/LR 0206-19NANo.DATEDSNCHKAPPREVISIONSUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:CONTRACT No.:FILENAME:SCALE:DRAWING No.:SHEET No.:REV:LINE IS 1" ATFULL SCALE DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:03/25/24 | 9:30 PM | WALKERT1C:\PWWORKING\JACOBS_B&I\JEG_WALKERT1\D0436120\S1-BT120-LPP101-107.DWGS1-BT120-LPP101-107FACILITY ID:NOT FOR CONSTRUCTION 90% SUBMITTALXrefs: xS1-BT120-CPP001 xS1-BT120-LHP001 xS1-BT120-LPP001 xS1-BT120-CMP001 xBRT-CUD05-TB22x34 xS1-BTP120-GZK020 xS1-BT120-CAP001 xS1-BT120-CLP001 xS1-BT120-VSF100 SEAL-LBF1465 xS1-BT120-CGP001 xS1-BT120-CDP001 xS1-BT120-LPN101 xS1-BT120-VRX001 xS1-BT120-APP211 xS1-BT120-LTP001STATE OF WASHINGTONLICENSED LANDSCAPE ARCHITECTNO. 1465 EXP. 12/03/24 LORCAN BRIAN FRENCHNSCALE IN FEET0(CUSTOM)603060120AREA MAP1" = 60'SW 7TH STRAINIERAVE SHARDIEAVE SWSR-167KEY MAPSW GRADYWAYLAKEAVE S 102103201202203204205101104105106283 GENERAL NOTES:1.SEE SHEET BT120-LPS201 FOR PLANTING SCHEDULE ANDNOTES.2.PROTECT EXISTING LANDSCAPING IN PLANTING AREAS NOTINDICATED FOR REMOVAL. SEE SITE PREPARATION SHEETSBT120-CSP101-BT120-CSP205.3.REFERENCE SOIL PREPARATION DETAIL 1 ON SHEETBT120-LPD201 FOR ALL LANDSCAPE AREAS EXCEPT FORHYDROSEEDED TURF.4.LIMIT OF PLANTING EQUALS LIMIT OF CONSTRUCTIONDISTURBANCE. EXISTING LANDSCAPE AREAS DISTURBED BYCONSTRUCTION SHALL MEET AND MATCH EXISTINGCONDITIONS UNLESS SHOWN OTHERWISE ON PLANS.5.ANY EXISTING IRRIGATION SYSTEMS IMPACTED BYCONSTRUCTION SHALL BE RESTORED.VMVMVMVMVMVMVMVMVMNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDMPMPMPMPMPMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGCGCGCGCGCGCGCGCGCGCGCGCGCGCGNDWRWRWRWRWRNDWRWRWRWRNDNDNDNDNDNDNDNDNDNDNDSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFCSCSCSCSCSCSCSCSCSCSCSCSCSNDCEMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGNDNDNDNDNDNDNDNDNDNDSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSMRRGRGRGRGRGRGRGRGRGRGRGWRWRWRWRWRWRWRWRWRMRMRMRMRMRMRMRMRMRMRCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCSCSCSCSCSCSCSCSCSRGRGRGRGRGRGRGMRMRMRARTWORKFO//////////////////////////////////////////HARDIEAVE SWS GRADY WAY RAINIER AVE S SW 7TH STS 7TH STBUS BAY 7BUS BAY 6BUS BAY 5 BUS BAY 2BUS BAY 8BUS BAY 3BUS BAY 4BUS BAY 1^^^NDNDNDNDNDNDNDNDNDNDNDNDND RGRGRGRG RGRG RGRGRGRG CGCG CGCGCGCGCGRGCGCGCSCSCSVDVDVDVDVDVDCSSFSFSFSFSFSFSFSFVDVDVDVDVDCGCGCGCGCGCGCGSFSFSFCGCGCGSFSFSFSFVMCGCGCGCGCGCGCGVDVDVDSFSFSFSFSFSFVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDMRMRMRMRMRMRMRMRVMCSCSCSSFSFMRMRSFCGCGMRSFSFSFSFSFSFSFSFCGMRMRCGCGCGCGCGRGRGRGCGCGCGCGCGVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGRGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSRGRGCECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECERGCECECECECECECECECECECECECECECECECECECECSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGKGKGKGKGKGKGKGKGKGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDVDVDVDVDVDVDVDVDVDVDVDVDVDVDRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCSCSVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFVMVMVMVMVMVMVDVDVDCGVDVDVDVDVDVDVDVDVDVDCGCGCGCGCGCGCGCGCGCGCSCSCSCSCSCSMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPSFSFSFSFSFSFSFMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGKGKGKGKGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFKGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSVMRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGCGCGCGWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPVMVMRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGVDVDVDVDVDVDVDVDVDVDVDVDVDVDVMVMVDVDVDVDVDVDVDVDVDVDVDVDVDVDVMVMVMVMCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSVMVMVMVMNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRWRWRWRWRWRCGCGCGCGCGCGCGCGCGCGCGCGCGCGVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGRGRGRGRGVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDRGRGRGRGRGRGRGRGVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDCECECECECECECECECECECECECECECECECECECECECECECECECSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGWRWRWRWRWRWRWRWRWRWRNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFWRWRSFVDMRMRMRMRMRMRNDNDNDNDNDNDWRWRWRWRWRWRWRNDNDNDNDNDNDNDRGRGRGRGRGRGRGRGCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCSRGCSCSCSCSCGCGCGCGCGCGCGCGCGRGRGRGRGRGRGRGRGRGCSCSCSCSCSCSCSCSCSMPMPMPMPMPMPMPMPMPMPMPMPMPMPNDNDNDVDVDVDNDNDNDMRMRMRMRMRMRVDVDCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFVDVDVDNDVDVDMRMRMRMRMRMRNDNDNDVDVDCGCGCGCGCGCGSFSFSFSFSFSFVDVDNDNDNDVDVDVDMRMRMRMRMRMRCGCGCGCGCGCGNDNDNDVDVDVDNDNDCGCGCGCGCGCGSFSFSFSFSFSFVDVDVDVDNDMRMRMRMRMRMRNDNDNDVDVDVDVDVDVDNDNDCGCGCGCGCGCGCGCGCGCGCGNDNDNDVDCGCGCGCGCGCGVDVDNDNDVDSFSFSFSFSFSFNDNDNDVDVDVDNDNDNDVDVDVDNDNDNDCSWRWRWRWRWRWRWRWRWRWRNDNDNDNDNDNDNDNDNDNDCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGRGRGRGRGRGRGRGRGRGRGCSCSCSCSCSCSCSCSCSCSCSCSRGRGRGRGRGCGCGCGCGCGCGCGCSCSCSCSCSCSCGCGCGCGCGCGNDNDNDNDNDNDWRWRWRWRWRCGCGCGCGCGCGCGCGCGCGRGCSRGRGRGRGCSCSCSNDCGCGCGCGWRWRNDNDCGCGCGCGCSCSRGRGRGCGCGCGCGCGCGCGCGCGCGCGWRWRWRWRWRWRWRNDNDNDNDNDNDWRWRWRWRWRNDWRWRWRWRNDNDNDNDNDNDNDNDNDNDNDSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFCSCSCSCSCSCSCSCSCSCSCSCSCSNDCEMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGNDNDNDNDNDNDNDNDNDNDSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSMRRGRGRGRGRGRGRGRGRGRGRGWRWRWRWRWRWRWRWRWRMRMRMRMRMRMRMRMRMRMRCGCGCGCGCGCGCGCGWRNDNDNDNDNDNDWRWRWRWRWRCGCGCGCGCGCGCGCSCSCSRGRGRGCGCGCGCGCGCGCGWRWRWRNDNDNDNDNDCGCGCGCGCGCGCGCSCSCSCSCSCSRGRGRGRGCGCGCGCGCGCGCGCGCGCGCSCSCSCSCSCSCSRGRGRGRGCGCGCGCGCGCGWRWRWRWRNDNDNDNDCGCGCGCGRGRGRGCSCSCSCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDWRWRWRWRWRWRWRCGCGCGCGCGCGCSCSCSCSRGRGRGCGCGCGNDNDWRWRWRCGCGCGCGCSCSRGRGCGCGCGCGCGCGCSCSCSNDNDNDNDNDWRWRWRWRCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCSCSCSCSCSCSCSCSCSRGRGRGRGRGRGRGCGCGCGCGCGCGCGCGCGCGCGWRWRWRWRWRWRNDNDNDNDNDNDNDNDNDCGCGCGCGCGCGNDWRNDNDNDNDWRWRWRWRCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDWRWRWRWRWRCSCSCSCSCSCGCGCGCGCGCGNDNDWRCSCSCSCSCSCSCSCSCSCSCSWRWRWRWRWRNDNDNDNDNDNDNDNDNDNDNDNDNDCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCSCSCSCSCSCSCSCGCGCGWRWRWRWRWRWRWRCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDWRWRWRWRCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRNDNDNDNDNDNDCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSRGSFSFSFCGCGCGCGCGCGCGCGCGRGMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGMRMRMRWRWRWRWRCGNDNDNDCSCSCSCSCSCSNDNDNDWRWRWRWRCSCSCSSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRCSMRMRMRMRMRMRCSCSCSMRMRCSCSCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGSFMRMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGMPMPVDVDVDMPVDVDVDMPVDVDVDMPVDVDVDVDVDVDVDVDVDVDVDVDCGCGCGCGCGCGCGCGMRMRMRMRMRMRMRMRMRMRSFSFSFSFSFSFSFSFCSCSCSCSCSCSMRCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSMRCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRCSCSCSCSCSVMVMVMVMVMVMMPMPMPCGCGCGCGCSCSCSCSCSCSCSCSCSCSVDVDSFSFSFSFSFCGCGCGCGSFSFSFCGCGSFSFSFSFSFSFRGRGRGRGRGKGCGSFSFSFSFCGCGCGNDWRWRCGCGCGNDNDNDWRWRWRWRCSCSCSCSCSCSNDNDNDNDNDNDNDWRCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRCGCGCGNDNDNDNDCSCSCSCSCSCSCSCSCSNDNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCSWRWRWRWRCGCGCGCGNDNDNDNDNDNDNDNDCGCGCGWRCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDCGCGCGCSCSCSCSCSCSCSCSCSCECECESFSFSFCECECESFSFSFCGCGCGNDNDNDNDWRWRWRWRWRCSCSCSCSCSCSCGCGCGCGCGCGCSCSCSCSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSLAKE AVE S 3LPD101 4LPD101 RAINIER AVE S3LPD101LAKE AVE S3LPD101 2LPD101 3LPD1014LPD101 PLANTING SCHEDULE////////////////S GRADY WAYS GRADY WAY RAINIER AVE S4LPD101 PC 1.A1.B1.C2.A2.G 1.E1.D1.F 1.11.21.31.41.51.61.71.81.91.101.111.121.131.141.152.7 2.D2.32.12.H2.E2.112.102.92.82.62.52.42.B 2.F 1.161.173.A3.B3.63.43.33.5 2.C2.2PSE POWER POLE PSE POWER POLE2040SCALE IN FEET01020(1" = 20')STRIDE BUS RAPID TRANSITSOUTH RENTON TRANSIT CENTERBT105R. PARGAS04/12/2024J. ALTCHECH10/22/202404/12/2024LANDSCAPEPLANTING PLANRAINIER STA 200+00 TO RAINIER STA 204+00BT120-LPP101BT120T. WALKERT. WALKERL. FRENCHL. FRENCH RTA/LR 0206-191"=20'NNo.DATEDSNCHKAPPREVISIONSUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:CONTRACT No.:FILENAME:SCALE:DRAWING No.:SHEET No.:REV:LINE IS 1" ATFULL SCALE DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:03/25/24 | 9:30 PM | WALKERT1C:\PWWORKING\JACOBS_B&I\JEG_WALKERT1\D0436120\S1-BT120-LPP101-107.DWGS1-BT120-LPP101-107FACILITY ID:NOT FOR CONSTRUCTION 90% SUBMITTALXrefs: xS1-BT120-CPP001 xS1-BT120-LHP001 xS1-BT120-LPP001 xS1-BT120-CMP001 xBRT-CUD05-TB22x34 xS1-BTP120-GZK020 xS1-BT120-CAP001 xS1-BT120-CLP001 xS1-BT120-VSF100 SEAL-LBF1465 xS1-BT120-CGP001 xS1-BT120-CDP001 xS1-BT120-LPN101 xS1-BT120-VRX001 xS1-BT120-APP211 xS1-BT120-LTP001STATE OF WASHINGTONLICENSED LANDSCAPE ARCHITECTNO. 1465 EXP. 12/03/24 LORCAN BRIAN FRENCHMATCHLINE: RAINIER STA 204+00SEE DWG BT120-LPP102MATCHLINE: GRADY STA 151+00SEE DWG BT120-LPP104MATCHLINE:SEE DWG BT120-LPP205MATCHLINE:SEE DWG BT120-LPP205SW 7TH STRAINIERAVE SHARDIEAVE SWSR-167KEY MAPSW GRADYWAY101LAKEAVE S 102103201202203204205104105106RAINIER AVE SS GRADY WAYNO LANDSCAPE PLANTING WORK ON THIS SHEET284 GENERAL NOTES:1.SEE SHEET BT120-LPS201 FOR PLANTING SCHEDULE ANDNOTES.2.PROTECT EXISTING LANDSCAPING IN PLANTING AREAS NOTINDICATED FOR REMOVAL. SEE SITE PREPARATION SHEETSBT120-CSP101-BT120-CSP205.3.REFERENCE SOIL PREPARATION DETAIL 1 ON SHEETBT120-LPD201 FOR ALL LANDSCAPE AREAS EXCEPT FORHYDROSEEDED TURF.4.LIMIT OF PLANTING EQUALS LIMIT OF CONSTRUCTIONDISTURBANCE. EXISTING LANDSCAPE AREAS DISTURBED BYCONSTRUCTION SHALL MEET AND MATCH EXISTINGCONDITIONS UNLESS SHOWN OTHERWISE ON PLANS.5.ANY EXISTING IRRIGATION SYSTEMS IMPACTED BYCONSTRUCTION SHALL BE RESTORED.CGCGCGCGCGCGCGCGCGCGRGRGRGCGCGCGCGCGWRWRWRWRWRCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDWRWRWRWRWRCSCSCSCSCSCGCGCGCGCGCGNDNDWRCSCSCSCSCSCSCSCSCSCSCSWRWRWRWRWRNDNDNDNDNDNDNDNDNDNDNDNDNDCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCSCSCSCSCSCSCSCGCGCGWRWRWRWRWRWRWRWRWRWRWRWRCSCSCSCSCSCSNDNDNDWRWRWRWRCSCSCSCGCGCGNDNDNDNDWRWRWRWRWRCSCSCSCSCSCSCGCGCGCGCGCGCSCSCSCSCOGVGVGV3LPD1014LPD1011.A1.B1.CHARDIEAVE SWS GRADY WAY RAINIER AVE S SW 7TH STS 7TH STBUS BAY 7BUS BAY 6BUS BAY 5 BUS BAY 2BUS BAY 8BUS BAY 3BUS BAY 4BUS BAY 1^^^NDNDNDNDNDNDNDNDNDNDNDNDND RGRGRGRG RGRG RGRGRGRG CGCG CGCGCGCGCGRGCGCGCSCSCSVDVDVDVDVDVDCSSFSFSFSFSFSFSFSFVDVDVDVDVDCGCGCGCGCGCGCGSFSFSFCGCGCGSFSFSFSFVMCGCGCGCGCGCGCGVDVDVDSFSFSFSFSFSFVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDMRMRMRMRMRMRMRMRVMCSCSCSSFSFMRMRSFCGCGMRSFSFSFSFSFSFSFSFCGMRMRCGCGCGCGCGRGRGRGCGCGCGCGCGVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGRGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSRGRGCECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECERGCECECECECECECECECECECECECECECECECECECECSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGKGKGKGKGKGKGKGKGKGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDVDVDVDVDVDVDVDVDVDVDVDVDVDVDRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCSCSVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFVMVMVMVMVMVMVDVDVDCGVDVDVDVDVDVDVDVDVDVDCGCGCGCGCGCGCGCGCGCGCSCSCSCSCSCSMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPSFSFSFSFSFSFSFMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGKGKGKGKGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFKGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSVMRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGCGCGCGWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPVMVMRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGVDVDVDVDVDVDVDVDVDVDVDVDVDVDVMVMVDVDVDVDVDVDVDVDVDVDVDVDVDVDVMVMVMVMCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSVMVMVMVMNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRWRWRWRWRWRCGCGCGCGCGCGCGCGCGCGCGCGCGCGVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGRGRGRGRGVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDRGRGRGRGRGRGRGRGVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDCECECECECECECECECECECECECECECECECECECECECECECECECSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGWRWRWRWRWRWRWRWRWRWRNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFWRWRSFVDMRMRMRMRMRMRNDNDNDNDNDNDWRWRWRWRWRWRWRNDNDNDNDNDNDNDRGRGRGRGRGRGRGRGCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCSRGCSCSCSCSCGCGCGCGCGCGCGCGCGRGRGRGRGRGRGRGRGRGCSCSCSCSCSCSCSCSCSMPMPMPMPMPMPMPMPMPMPMPMPMPMPNDNDNDVDVDVDNDNDNDMRMRMRMRMRMRVDVDCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFVDVDVDNDVDVDMRMRMRMRMRMRNDNDNDVDVDCGCGCGCGCGCGSFSFSFSFSFSFVDVDNDNDNDVDVDVDMRMRMRMRMRMRCGCGCGCGCGCGNDNDNDVDVDVDNDNDCGCGCGCGCGCGSFSFSFSFSFSFVDVDVDVDNDMRMRMRMRMRMRNDNDNDVDVDVDVDVDVDNDNDCGCGCGCGCGCGCGCGCGCGCGNDNDNDVDCGCGCGCGCGCGVDVDNDNDVDSFSFSFSFSFSFNDNDNDVDVDVDNDNDNDVDVDVDNDNDNDCSWRWRWRWRWRWRWRWRWRWRNDNDNDNDNDNDNDNDNDNDCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGRGRGRGRGRGRGRGRGRGRGCSCSCSCSCSCSCSCSCSCSCSCSRGRGRGRGRGCGCGCGCGCGCGCGCSCSCSCSCSCSCGCGCGCGCGCGNDNDNDNDNDNDWRWRWRWRWRCGCGCGCGCGCGCGCGCGCGRGCSRGRGRGRGCSCSCSNDCGCGCGCGWRWRNDNDCGCGCGCGCSCSRGRGRGCGCGCGCGCGCGCGCGCGCGCGWRWRWRWRWRWRWRNDNDNDNDNDNDWRWRWRWRWRNDWRWRWRWRNDNDNDNDNDNDNDNDNDNDNDSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFCSCSCSCSCSCSCSCSCSCSCSCSCSNDCEMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGNDNDNDNDNDNDNDNDNDNDSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSMRRGRGRGRGRGRGRGRGRGRGRGWRWRWRWRWRWRWRWRWRMRMRMRMRMRMRMRMRMRMRCGCGCGCGCGCGCGCGWRNDNDNDNDNDNDWRWRWRWRWRCGCGCGCGCGCGCGCSCSCSRGRGRGCGCGCGCGCGCGCGWRWRWRNDNDNDNDNDCGCGCGCGCGCGCGCSCSCSCSCSCSRGRGRGRGCGCGCGCGCGCGCGCGCGCGCSCSCSCSCSCSCSRGRGRGRGCGCGCGCGCGCGWRWRWRWRNDNDNDNDCGCGCGCGRGRGRGCSCSCSCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDWRWRWRWRWRWRWRCGCGCGCGCGCGCSCSCSCSRGRGRGCGCGCGNDNDWRWRWRCGCGCGCGCSCSRGRGCGCGCGCGCGCGCSCSCSNDNDNDNDNDWRWRWRWRCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCSCSCSCSCSCSCSCSCSRGRGRGRGRGRGRGCGCGCGCGCGCGCGCGCGCGCGWRWRWRWRWRWRNDNDNDNDNDNDNDNDNDCGCGCGCGCGCGNDWRNDNDNDNDWRWRWRWRCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDWRWRWRWRWRCSCSCSCSCSCGCGCGCGCGCGNDNDWRCSCSCSCSCSCSCSCSCSCSCSWRWRWRWRWRNDNDNDNDNDNDNDNDNDNDNDNDNDCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCSCSCSCSCSCSCSCGCGCGWRWRWRWRWRWRWRCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDWRWRWRWRCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRNDNDNDNDNDNDCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSRGSFSFSFCGCGCGCGCGCGCGCGCGRGMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGMRMRMRWRWRWRWRCGNDNDNDCSCSCSCSCSCSNDNDNDWRWRWRWRCSCSCSSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRCSMRMRMRMRMRMRCSCSCSMRMRCSCSCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGSFMRMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGMPMPVDVDVDMPVDVDVDMPVDVDVDMPVDVDVDVDVDVDVDVDVDVDVDVDCGCGCGCGCGCGCGCGMRMRMRMRMRMRMRMRMRMRSFSFSFSFSFSFSFSFCSCSCSCSCSCSMRCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSMRCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRCSCSCSCSCSVMVMVMVMVMVMMPMPMPCGCGCGCGCSCSCSCSCSCSCSCSCSCSVDVDSFSFSFSFSFCGCGCGCGSFSFSFCGCGSFSFSFSFSFSFRGRGRGRGRGKGCGSFSFSFSFCGCGCGNDWRWRCGCGCGNDNDNDWRWRWRWRCSCSCSCSCSCSNDNDNDNDNDNDNDWRCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRCGCGCGNDNDNDNDCSCSCSCSCSCSCSCSCSNDNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCSWRWRWRWRCGCGCGCGNDNDNDNDNDNDNDNDCGCGCGWRCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDCGCGCGCSCSCSCSCSCSCSCSCSCECECESFSFSFCECECESFSFSFCGCGCGNDNDNDNDWRWRWRWRWRCSCSCSCSCSCSCGCGCGCGCGCGCSCSCSCSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSLAKE AVE S 3LPD101 4LPD101 RAINIER AVE S3LPD101LAKE AVE S3LPD101 2LPD101 3LPD1014LPD101 PLANTING SCHEDULE////////////////S GRADY WAYS GRADY WAY RAINIER AVE S4LPD101 PC 1.A1.B1.C2.A2.G 1.E1.D1.F 1.11.21.31.41.51.61.71.81.91.101.111.121.131.141.152.7 2.D2.32.12.H2.E2.112.102.92.82.62.52.42.B 2.F 1.161.173.A3.B3.63.43.33.5 2.C2.2PSE POWER POLE PSE POWER POLE2040SCALE IN FEET01020(1" = 20')STRIDE BUS RAPID TRANSITSOUTH RENTON TRANSIT CENTERBT105R. PARGAS04/12/2024J. ALTCHECH10/22/202404/12/2024LANDSCAPEPLANTING PLANRAINIER STA 204+00 TO RAINIER STA 208+50BT120-LPP102BT120T. WALKERT. WALKERL. FRENCHL. FRENCH RTA/LR 0206-191"=20'NNo.DATEDSNCHKAPPREVISIONSUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:CONTRACT No.:FILENAME:SCALE:DRAWING No.:SHEET No.:REV:LINE IS 1" ATFULL SCALE DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:03/25/24 | 9:31 PM | WALKERT1C:\PWWORKING\JACOBS_B&I\JEG_WALKERT1\D0436120\S1-BT120-LPP101-107.DWGS1-BT120-LPP101-107FACILITY ID:NOT FOR CONSTRUCTION 90% SUBMITTALXrefs: xS1-BT120-CPP001 xS1-BT120-LHP001 xS1-BT120-LPP001 xS1-BT120-CMP001 xBRT-CUD05-TB22x34 xS1-BTP120-GZK020 xS1-BT120-CAP001 xS1-BT120-CLP001 xS1-BT120-VSF100 SEAL-LBF1465 xS1-BT120-CGP001 xS1-BT120-CDP001 xS1-BT120-LPN101 xS1-BT120-VRX001 xS1-BT120-APP211 xS1-BT120-LTP001STATE OF WASHINGTONLICENSED LANDSCAPE ARCHITECTNO. 1465 EXP. 12/03/24 LORCAN BRIAN FRENCHMATCHLINE: RAINIER STA 208+50SEE DWG BT120-LPP103MATCHLINE: RAINIER STA 204+00SEE DWG BT120-LPP101MATCHLINE:SEE DWG BT120-LPP203MATCHLINE:SEE DWG BT120-LPP201102SW 7TH STRAINIERAVE SHARDIEAVE SWSR-167KEY MAPSW GRADYWAYLAKEAVE S 103201202203204205101104105106RAINIER AVE SHARDIE AVE SW285 GENERAL NOTES:1.SEE SHEET BT120-LPS201 FOR PLANTING SCHEDULE ANDNOTES.2.PROTECT EXISTING LANDSCAPING IN PLANTING AREAS NOTINDICATED FOR REMOVAL. SEE SITE PREPARATION SHEETSBT120-CSP101-BT120-CSP205.3.REFERENCE SOIL PREPARATION DETAIL 1 ON SHEETBT120-LPD201 FOR ALL LANDSCAPE AREAS EXCEPT FORHYDROSEEDED TURF.4.LIMIT OF PLANTING EQUALS LIMIT OF CONSTRUCTIONDISTURBANCE. EXISTING LANDSCAPE AREAS DISTURBED BYCONSTRUCTION SHALL MEET AND MATCH EXISTINGCONDITIONS UNLESS SHOWN OTHERWISE ON PLANS.5.ANY EXISTING IRRIGATION SYSTEMS IMPACTED BYCONSTRUCTION SHALL BE RESTORED.CGCGCGCGCGHARDIEAVE SWS GRADY WAY RAINIER AVE S SW 7TH STS 7TH STBUS BAY 7BUS BAY 6BUS BAY 5 BUS BAY 2BUS BAY 8BUS BAY 3BUS BAY 4BUS BAY 1^^^NDNDNDNDNDNDNDNDNDNDNDNDND RGRGRGRG RGRG RGRGRGRG CGCG CGCGCGCGCGRGCGCGCSCSCSVDVDVDVDVDVDCSSFSFSFSFSFSFSFSFVDVDVDVDVDCGCGCGCGCGCGCGSFSFSFCGCGCGSFSFSFSFVMCGCGCGCGCGCGCGVDVDVDSFSFSFSFSFSFVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDMRMRMRMRMRMRMRMRVMCSCSCSSFSFMRMRSFCGCGMRSFSFSFSFSFSFSFSFCGMRMRCGCGCGCGCGRGRGRGCGCGCGCGCGVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGRGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSRGRGCECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECERGCECECECECECECECECECECECECECECECECECECECSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGKGKGKGKGKGKGKGKGKGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDVDVDVDVDVDVDVDVDVDVDVDVDVDVDRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCSCSVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFVMVMVMVMVMVMVDVDVDCGVDVDVDVDVDVDVDVDVDVDCGCGCGCGCGCGCGCGCGCGCSCSCSCSCSCSMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPSFSFSFSFSFSFSFMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGKGKGKGKGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFKGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSVMRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGCGCGCGWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPVMVMRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGVDVDVDVDVDVDVDVDVDVDVDVDVDVDVMVMVDVDVDVDVDVDVDVDVDVDVDVDVDVDVMVMVMVMCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSVMVMVMVMNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRWRWRWRWRWRCGCGCGCGCGCGCGCGCGCGCGCGCGCGVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGRGRGRGRGVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDRGRGRGRGRGRGRGRGVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDCECECECECECECECECECECECECECECECECECECECECECECECECSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGWRWRWRWRWRWRWRWRWRWRNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFWRWRSFVDMRMRMRMRMRMRNDNDNDNDNDNDWRWRWRWRWRWRWRNDNDNDNDNDNDNDRGRGRGRGRGRGRGRGCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCSRGCSCSCSCSCGCGCGCGCGCGCGCGCGRGRGRGRGRGRGRGRGRGCSCSCSCSCSCSCSCSCSMPMPMPMPMPMPMPMPMPMPMPMPMPMPNDNDNDVDVDVDNDNDNDMRMRMRMRMRMRVDVDCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFVDVDVDNDVDVDMRMRMRMRMRMRNDNDNDVDVDCGCGCGCGCGCGSFSFSFSFSFSFVDVDNDNDNDVDVDVDMRMRMRMRMRMRCGCGCGCGCGCGNDNDNDVDVDVDNDNDCGCGCGCGCGCGSFSFSFSFSFSFVDVDVDVDNDMRMRMRMRMRMRNDNDNDVDVDVDVDVDVDNDNDCGCGCGCGCGCGCGCGCGCGCGNDNDNDVDCGCGCGCGCGCGVDVDNDNDVDSFSFSFSFSFSFNDNDNDVDVDVDNDNDNDVDVDVDNDNDNDCSWRWRWRWRWRWRWRWRWRWRNDNDNDNDNDNDNDNDNDNDCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGRGRGRGRGRGRGRGRGRGRGCSCSCSCSCSCSCSCSCSCSCSCSRGRGRGRGRGCGCGCGCGCGCGCGCSCSCSCSCSCSCGCGCGCGCGCGNDNDNDNDNDNDWRWRWRWRWRCGCGCGCGCGCGCGCGCGCGRGCSRGRGRGRGCSCSCSNDCGCGCGCGWRWRNDNDCGCGCGCGCSCSRGRGRGCGCGCGCGCGCGCGCGCGCGCGWRWRWRWRWRWRWRNDNDNDNDNDNDWRWRWRWRWRNDWRWRWRWRNDNDNDNDNDNDNDNDNDNDNDSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFCSCSCSCSCSCSCSCSCSCSCSCSCSNDCEMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGNDNDNDNDNDNDNDNDNDNDSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSMRRGRGRGRGRGRGRGRGRGRGRGWRWRWRWRWRWRWRWRWRMRMRMRMRMRMRMRMRMRMRCGCGCGCGCGCGCGCGWRNDNDNDNDNDNDWRWRWRWRWRCGCGCGCGCGCGCGCSCSCSRGRGRGCGCGCGCGCGCGCGWRWRWRNDNDNDNDNDCGCGCGCGCGCGCGCSCSCSCSCSCSRGRGRGRGCGCGCGCGCGCGCGCGCGCGCSCSCSCSCSCSCSRGRGRGRGCGCGCGCGCGCGWRWRWRWRNDNDNDNDCGCGCGCGRGRGRGCSCSCSCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDWRWRWRWRWRWRWRCGCGCGCGCGCGCSCSCSCSRGRGRGCGCGCGNDNDWRWRWRCGCGCGCGCSCSRGRGCGCGCGCGCGCGCSCSCSNDNDNDNDNDWRWRWRWRCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCSCSCSCSCSCSCSCSCSRGRGRGRGRGRGRGCGCGCGCGCGCGCGCGCGCGCGWRWRWRWRWRWRNDNDNDNDNDNDNDNDNDCGCGCGCGCGCGNDWRNDNDNDNDWRWRWRWRCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDWRWRWRWRWRCSCSCSCSCSCGCGCGCGCGCGNDNDWRCSCSCSCSCSCSCSCSCSCSCSWRWRWRWRWRNDNDNDNDNDNDNDNDNDNDNDNDNDCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCSCSCSCSCSCSCSCGCGCGWRWRWRWRWRWRWRCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDWRWRWRWRCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRNDNDNDNDNDNDCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSRGSFSFSFCGCGCGCGCGCGCGCGCGRGMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGMRMRMRWRWRWRWRCGNDNDNDCSCSCSCSCSCSNDNDNDWRWRWRWRCSCSCSSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRCSMRMRMRMRMRMRCSCSCSMRMRCSCSCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGSFMRMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGMPMPVDVDVDMPVDVDVDMPVDVDVDMPVDVDVDVDVDVDVDVDVDVDVDVDCGCGCGCGCGCGCGCGMRMRMRMRMRMRMRMRMRMRSFSFSFSFSFSFSFSFCSCSCSCSCSCSMRCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSMRCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRCSCSCSCSCSVMVMVMVMVMVMMPMPMPCGCGCGCGCSCSCSCSCSCSCSCSCSCSVDVDSFSFSFSFSFCGCGCGCGSFSFSFCGCGSFSFSFSFSFSFRGRGRGRGRGKGCGSFSFSFSFCGCGCGNDWRWRCGCGCGNDNDNDWRWRWRWRCSCSCSCSCSCSNDNDNDNDNDNDNDWRCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRCGCGCGNDNDNDNDCSCSCSCSCSCSCSCSCSNDNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCSWRWRWRWRCGCGCGCGNDNDNDNDNDNDNDNDCGCGCGWRCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDCGCGCGCSCSCSCSCSCSCSCSCSCECECESFSFSFCECECESFSFSFCGCGCGNDNDNDNDWRWRWRWRWRCSCSCSCSCSCSCGCGCGCGCGCGCSCSCSCSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSLAKE AVE S 3LPD101 4LPD101 RAINIER AVE S3LPD101LAKE AVE S3LPD101 2LPD101 3LPD1014LPD101 PLANTING SCHEDULE////////////////S GRADY WAYS GRADY WAY RAINIER AVE S4LPD101 PC 1.A1.B1.C2.A2.G 1.E1.D1.F 1.11.21.31.41.51.61.71.81.91.101.111.121.131.141.152.7 2.D2.32.12.H2.E2.112.102.92.82.62.52.42.B 2.F 1.161.173.A3.B3.63.43.33.5 2.C2.2PSE POWER POLE PSE POWER POLE2040SCALE IN FEET01020(1" = 20')STRIDE BUS RAPID TRANSITSOUTH RENTON TRANSIT CENTERBT105R. PARGAS04/12/2024J. ALTCHECH10/22/202404/12/2024LANDSCAPEPLANTING PLANRAINIER STA 208+50 TO RAINIER STA 212+42.13BT120-LPP103BT120T. WALKERT. WALKERL. FRENCHL. FRENCH RTA/LR 0206-191"=20'NNo.DATEDSNCHKAPPREVISIONSUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:CONTRACT No.:FILENAME:SCALE:DRAWING No.:SHEET No.:REV:LINE IS 1" ATFULL SCALE DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:03/25/24 | 9:31 PM | WALKERT1C:\PWWORKING\JACOBS_B&I\JEG_WALKERT1\D0436120\S1-BT120-LPP101-107.DWGS1-BT120-LPP101-107FACILITY ID:NOT FOR CONSTRUCTION 90% SUBMITTALXrefs: xS1-BT120-CPP001 xS1-BT120-LHP001 xS1-BT120-LPP001 xS1-BT120-CMP001 xBRT-CUD05-TB22x34 xS1-BTP120-GZK020 xS1-BT120-CAP001 xS1-BT120-CLP001 xS1-BT120-VSF100 SEAL-LBF1465 xS1-BT120-CGP001 xS1-BT120-CDP001 xS1-BT120-LPN101 xS1-BT120-VRX001 xS1-BT120-APP211 xS1-BT120-LTP001STATE OF WASHINGTONLICENSED LANDSCAPE ARCHITECTNO. 1465 EXP. 12/03/24 LORCAN BRIAN FRENCHMATCHLINE: RAINIER STA 208+50SEE DWG BT120-LPP102MATCHLINE:SEE DWG BT120-LPP201103SW 7TH STRAINIERAVE SHARDIEAVE SWSR-167KEY MAPSW GRADYWAYLAKEAVE S 102201202203204205101104105106SW 7TH STRAINIER AVE SNO LANDSCAPE PLANTING WORK ON THIS SHEET286 GENERAL NOTES:1.SEE SHEET BT120-LPS201 FOR PLANTING SCHEDULE ANDNOTES.2.PROTECT EXISTING LANDSCAPING IN PLANTING AREAS NOTINDICATED FOR REMOVAL. SEE SITE PREPARATION SHEETSBT120-CSP101-BT120-CSP205.3.REFERENCE SOIL PREPARATION DETAIL 1 ON SHEETBT120-LPD201 FOR ALL LANDSCAPE AREAS EXCEPT FORHYDROSEEDED TURF.4.LIMIT OF PLANTING EQUALS LIMIT OF CONSTRUCTIONDISTURBANCE. EXISTING LANDSCAPE AREAS DISTURBED BYCONSTRUCTION SHALL MEET AND MATCH EXISTINGCONDITIONS UNLESS SHOWN OTHERWISE ON PLANS.5.ANY EXISTING IRRIGATION SYSTEMS IMPACTED BYCONSTRUCTION SHALL BE RESTORED.VMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMSFSFSFSFSFSFSFCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGKGKGKGKGKGKGKGKGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRVDVDVDVDVDVDVDVDVDVDVDCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFVMVMVMVMVMVDVDVDVDVDVDVDVDVDVDVDCGCGCGCGCGCGCGCGCGCGCSCSCSCSCSCSMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPSFSFSFSFSFSFSFWRWRWRWRWRCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRRGRGRGRGRGRGRGRGRGRGKGKGKGKGCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFCSCSCSVMRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGCGCGCGWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRVMVMVMVMCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSVMVMVMVDMPMPMPMPMPMPMPMPMPMPMPMPKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDWRWRWRWRCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRNDNDNDNDNDNDKGSFSFSFSFCGCGCGNDWRWRCGCGCGNDNDNDWRWRWRWRCSCSCSCSCSCSNDNDNDNDNDNDNDWRCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRCGCGCGNDNDNDNDCSCSCSCSCSCSCSCSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSARTWORKSL FOVLT3LPD101//////////////////////4LPD101PSE POWER POLEHARDIEAVE SWS GRADY WAY RAINIER AVE S SW 7TH STS 7TH STBUS BAY 7BUS BAY 6BUS BAY 5 BUS BAY 2BUS BAY 8BUS BAY 3BUS BAY 4BUS BAY 1^^^NDNDNDNDNDNDNDNDNDNDNDNDND RGRGRGRG RGRG RGRGRGRG CGCG CGCGCGCGCGRGCGCGCSCSCSVDVDVDVDVDVDCSSFSFSFSFSFSFSFSFVDVDVDVDVDCGCGCGCGCGCGCGSFSFSFCGCGCGSFSFSFSFVMCGCGCGCGCGCGCGVDVDVDSFSFSFSFSFSFVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDMRMRMRMRMRMRMRMRVMCSCSCSSFSFMRMRSFCGCGMRSFSFSFSFSFSFSFSFCGMRMRCGCGCGCGCGRGRGRGCGCGCGCGCGVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGRGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSRGRGCECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECERGCECECECECECECECECECECECECECECECECECECECSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGKGKGKGKGKGKGKGKGKGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDVDVDVDVDVDVDVDVDVDVDVDVDVDVDRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCSCSVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFVMVMVMVMVMVMVDVDVDCGVDVDVDVDVDVDVDVDVDVDCGCGCGCGCGCGCGCGCGCGCSCSCSCSCSCSMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPSFSFSFSFSFSFSFMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGKGKGKGKGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFKGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSVMRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGCGCGCGWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPVMVMRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGVDVDVDVDVDVDVDVDVDVDVDVDVDVDVMVMVDVDVDVDVDVDVDVDVDVDVDVDVDVDVMVMVMVMCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSVMVMVMVMNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRWRWRWRWRWRCGCGCGCGCGCGCGCGCGCGCGCGCGCGVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGRGRGRGRGVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDRGRGRGRGRGRGRGRGVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDCECECECECECECECECECECECECECECECECECECECECECECECECSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGWRWRWRWRWRWRWRWRWRWRNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFWRWRSFVDMRMRMRMRMRMRNDNDNDNDNDNDWRWRWRWRWRWRWRNDNDNDNDNDNDNDRGRGRGRGRGRGRGRGCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCSRGCSCSCSCSCGCGCGCGCGCGCGCGCGRGRGRGRGRGRGRGRGRGCSCSCSCSCSCSCSCSCSMPMPMPMPMPMPMPMPMPMPMPMPMPMPNDNDNDVDVDVDNDNDNDMRMRMRMRMRMRVDVDCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFVDVDVDNDVDVDMRMRMRMRMRMRNDNDNDVDVDCGCGCGCGCGCGSFSFSFSFSFSFVDVDNDNDNDVDVDVDMRMRMRMRMRMRCGCGCGCGCGCGNDNDNDVDVDVDNDNDCGCGCGCGCGCGSFSFSFSFSFSFVDVDVDVDNDMRMRMRMRMRMRNDNDNDVDVDVDVDVDVDNDNDCGCGCGCGCGCGCGCGCGCGCGNDNDNDVDCGCGCGCGCGCGVDVDNDNDVDSFSFSFSFSFSFNDNDNDVDVDVDNDNDNDVDVDVDNDNDNDCSWRWRWRWRWRWRWRWRWRWRNDNDNDNDNDNDNDNDNDNDCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGRGRGRGRGRGRGRGRGRGRGCSCSCSCSCSCSCSCSCSCSCSCSRGRGRGRGRGCGCGCGCGCGCGCGCSCSCSCSCSCSCGCGCGCGCGCGNDNDNDNDNDNDWRWRWRWRWRCGCGCGCGCGCGCGCGCGCGRGCSRGRGRGRGCSCSCSNDCGCGCGCGWRWRNDNDCGCGCGCGCSCSRGRGRGCGCGCGCGCGCGCGCGCGCGCGWRWRWRWRWRWRWRNDNDNDNDNDNDWRWRWRWRWRNDWRWRWRWRNDNDNDNDNDNDNDNDNDNDNDSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFCSCSCSCSCSCSCSCSCSCSCSCSCSNDCEMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGNDNDNDNDNDNDNDNDNDNDSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSMRRGRGRGRGRGRGRGRGRGRGRGWRWRWRWRWRWRWRWRWRMRMRMRMRMRMRMRMRMRMRCGCGCGCGCGCGCGCGWRNDNDNDNDNDNDWRWRWRWRWRCGCGCGCGCGCGCGCSCSCSRGRGRGCGCGCGCGCGCGCGWRWRWRNDNDNDNDNDCGCGCGCGCGCGCGCSCSCSCSCSCSRGRGRGRGCGCGCGCGCGCGCGCGCGCGCSCSCSCSCSCSCSRGRGRGRGCGCGCGCGCGCGWRWRWRWRNDNDNDNDCGCGCGCGRGRGRGCSCSCSCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDWRWRWRWRWRWRWRCGCGCGCGCGCGCSCSCSCSRGRGRGCGCGCGNDNDWRWRWRCGCGCGCGCSCSRGRGCGCGCGCGCGCGCSCSCSNDNDNDNDNDWRWRWRWRCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCSCSCSCSCSCSCSCSCSRGRGRGRGRGRGRGCGCGCGCGCGCGCGCGCGCGCGWRWRWRWRWRWRNDNDNDNDNDNDNDNDNDCGCGCGCGCGCGNDWRNDNDNDNDWRWRWRWRCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDWRWRWRWRWRCSCSCSCSCSCGCGCGCGCGCGNDNDWRCSCSCSCSCSCSCSCSCSCSCSWRWRWRWRWRNDNDNDNDNDNDNDNDNDNDNDNDNDCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCSCSCSCSCSCSCSCGCGCGWRWRWRWRWRWRWRCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDWRWRWRWRCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRNDNDNDNDNDNDCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSRGSFSFSFCGCGCGCGCGCGCGCGCGRGMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGMRMRMRWRWRWRWRCGNDNDNDCSCSCSCSCSCSNDNDNDWRWRWRWRCSCSCSSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRCSMRMRMRMRMRMRCSCSCSMRMRCSCSCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGSFMRMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGMPMPVDVDVDMPVDVDVDMPVDVDVDMPVDVDVDVDVDVDVDVDVDVDVDVDCGCGCGCGCGCGCGCGMRMRMRMRMRMRMRMRMRMRSFSFSFSFSFSFSFSFCSCSCSCSCSCSMRCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSMRCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRCSCSCSCSCSVMVMVMVMVMVMMPMPMPCGCGCGCGCSCSCSCSCSCSCSCSCSCSVDVDSFSFSFSFSFCGCGCGCGSFSFSFCGCGSFSFSFSFSFSFRGRGRGRGRGKGCGSFSFSFSFCGCGCGNDWRWRCGCGCGNDNDNDWRWRWRWRCSCSCSCSCSCSNDNDNDNDNDNDNDWRCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRCGCGCGNDNDNDNDCSCSCSCSCSCSCSCSCSNDNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCSWRWRWRWRCGCGCGCGNDNDNDNDNDNDNDNDCGCGCGWRCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDCGCGCGCSCSCSCSCSCSCSCSCSCECECESFSFSFCECECESFSFSFCGCGCGNDNDNDNDWRWRWRWRWRCSCSCSCSCSCSCGCGCGCGCGCGCSCSCSCSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSLAKE AVE S 3LPD101 4LPD101 RAINIER AVE S3LPD101LAKE AVE S3LPD101 2LPD101 3LPD1014LPD101 PLANTING SCHEDULE////////////////S GRADY WAYS GRADY WAY RAINIER AVE S4LPD101 PC 1.A1.B1.C2.A2.G 1.E1.D1.F 1.11.21.31.41.51.61.71.81.91.101.111.121.131.141.152.7 2.D2.32.12.H2.E2.112.102.92.82.62.52.42.B 2.F 1.161.173.A3.B3.63.43.33.5 2.C2.2PSE POWER POLE PSE POWER POLE2040SCALE IN FEET01020(1" = 20')STRIDE BUS RAPID TRANSITSOUTH RENTON TRANSIT CENTERBT105R. PARGAS04/12/2024J. ALTCHECH10/22/202404/12/2024LANDSCAPEPLANTING PLANGRADY STA 151+00 TO GRADY STA 156+50BT120-LPP104BT120T. WALKERT. WALKERL. FRENCHL. FRENCH RTA/LR 0206-191"=20'NNo.DATEDSNCHKAPPREVISIONSUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:CONTRACT No.:FILENAME:SCALE:DRAWING No.:SHEET No.:REV:LINE IS 1" ATFULL SCALE DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:03/25/24 | 9:32 PM | WALKERT1C:\PWWORKING\JACOBS_B&I\JEG_WALKERT1\D0436120\S1-BT120-LPP101-107.DWGS1-BT120-LPP101-107FACILITY ID:NOT FOR CONSTRUCTION 90% SUBMITTALXrefs: xS1-BT120-CPP001 xS1-BT120-LHP001 xS1-BT120-LPP001 xS1-BT120-CMP001 xBRT-CUD05-TB22x34 xS1-BTP120-GZK020 xS1-BT120-CAP001 xS1-BT120-CLP001 xS1-BT120-VSF100 SEAL-LBF1465 xS1-BT120-CGP001 xS1-BT120-CDP001 xS1-BT120-LPN101 xS1-BT120-VRX001 xS1-BT120-APP211 xS1-BT120-LTP001STATE OF WASHINGTONLICENSED LANDSCAPE ARCHITECTNO. 1465 EXP. 12/03/24 LORCAN BRIAN FRENCHMATCHLINE: GRADY STA 151+00SEE DWG BT120-LPP101MATCHLINE: GRADY STA 156+50SEE DWG BT120-LPP105 MATCHLINE:SEE DWG BT120-LHP205MATCHLINE:SEE DWG BT120-LHP204SW 7TH STRAINIERAVE SHARDIEAVE SWSR-167KEY MAPSW GRADYWAY104LAKEAVE S 102103201202203204205101105106S GRADY WAY287 GENERAL NOTES:1.SEE SHEET BT120-LPS201 FOR PLANTING SCHEDULE ANDNOTES.2.PROTECT EXISTING LANDSCAPING IN PLANTING AREAS NOTINDICATED FOR REMOVAL. SEE SITE PREPARATION SHEETSBT120-CSP101-BT120-CSP205.3.REFERENCE SOIL PREPARATION DETAIL 1 ON SHEETBT120-LPD201 FOR ALL LANDSCAPE AREAS EXCEPT FORHYDROSEEDED TURF.4.LIMIT OF PLANTING EQUALS LIMIT OF CONSTRUCTIONDISTURBANCE. EXISTING LANDSCAPE AREAS DISTURBED BYCONSTRUCTION SHALL MEET AND MATCH EXISTINGCONDITIONS UNLESS SHOWN OTHERWISE ON PLANS.5.ANY EXISTING IRRIGATION SYSTEMS IMPACTED BYCONSTRUCTION SHALL BE RESTORED.NDNDNDNDNDNDNDCGVDVDVDVDVDVDVDVDVDVMVMVMVMVMVMVMVMVMVMVMVMRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCSCSVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDKGKGVMNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGRGRGRGRGVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDRGRGRGRGRGRGRGRGVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDCECECECECECECECECECECECECECECECECECECECECECECECECSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGWRWRWRWRWRWRWRWRWRWRNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFWRWRMRMRMRMRMRMRNDNDNDNDNDNDVDVDCGCGCGCGCGCGSFSFSFSFSFSFVDVDVDNDVDVDMRMRMRMRMRMRNDNDNDVDVDCGCGCGCGCGCGSFSFSFSFSFSFVDVDNDNDNDVDVDVDMRMRMRCGCGCGCGCGCGNDNDNDVDVDNDVDVDVDVDNDCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCGCSCSCSNDNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCSWRWRWRWRCGCGCGCGNDNDNDNDNDNDNDNDCGCGCGWRCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSTTMHSHELTERCANOPYSL SDSD3LPD101PSE POWER POLEHARDIEAVE SWS GRADY WAY RAINIER AVE S SW 7TH STS 7TH STBUS BAY 7BUS BAY 6BUS BAY 5 BUS BAY 2BUS BAY 8BUS BAY 3BUS BAY 4BUS BAY 1^^^NDNDNDNDNDNDNDNDNDNDNDNDND RGRGRGRG RGRG RGRGRGRG CGCG CGCGCGCGCGRGCGCGCSCSCSVDVDVDVDVDVDCSSFSFSFSFSFSFSFSFVDVDVDVDVDCGCGCGCGCGCGCGSFSFSFCGCGCGSFSFSFSFVMCGCGCGCGCGCGCGVDVDVDSFSFSFSFSFSFVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDMRMRMRMRMRMRMRMRVMCSCSCSSFSFMRMRSFCGCGMRSFSFSFSFSFSFSFSFCGMRMRCGCGCGCGCGRGRGRGCGCGCGCGCGVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGRGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSRGRGCECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECERGCECECECECECECECECECECECECECECECECECECECSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGKGKGKGKGKGKGKGKGKGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDVDVDVDVDVDVDVDVDVDVDVDVDVDVDRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCSCSVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFVMVMVMVMVMVMVDVDVDCGVDVDVDVDVDVDVDVDVDVDCGCGCGCGCGCGCGCGCGCGCSCSCSCSCSCSMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPSFSFSFSFSFSFSFMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGKGKGKGKGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFKGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSVMRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGCGCGCGWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPVMVMRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGVDVDVDVDVDVDVDVDVDVDVDVDVDVDVMVMVDVDVDVDVDVDVDVDVDVDVDVDVDVDVMVMVMVMCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSVMVMVMVMNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRWRWRWRWRWRCGCGCGCGCGCGCGCGCGCGCGCGCGCGVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGRGRGRGRGVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDRGRGRGRGRGRGRGRGVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDCECECECECECECECECECECECECECECECECECECECECECECECECSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGWRWRWRWRWRWRWRWRWRWRNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFWRWRSFVDMRMRMRMRMRMRNDNDNDNDNDNDWRWRWRWRWRWRWRNDNDNDNDNDNDNDRGRGRGRGRGRGRGRGCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCSRGCSCSCSCSCGCGCGCGCGCGCGCGCGRGRGRGRGRGRGRGRGRGCSCSCSCSCSCSCSCSCSMPMPMPMPMPMPMPMPMPMPMPMPMPMPNDNDNDVDVDVDNDNDNDMRMRMRMRMRMRVDVDCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFVDVDVDNDVDVDMRMRMRMRMRMRNDNDNDVDVDCGCGCGCGCGCGSFSFSFSFSFSFVDVDNDNDNDVDVDVDMRMRMRMRMRMRCGCGCGCGCGCGNDNDNDVDVDVDNDNDCGCGCGCGCGCGSFSFSFSFSFSFVDVDVDVDNDMRMRMRMRMRMRNDNDNDVDVDVDVDVDVDNDNDCGCGCGCGCGCGCGCGCGCGCGNDNDNDVDCGCGCGCGCGCGVDVDNDNDVDSFSFSFSFSFSFNDNDNDVDVDVDNDNDNDVDVDVDNDNDNDCSWRWRWRWRWRWRWRWRWRWRNDNDNDNDNDNDNDNDNDNDCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGRGRGRGRGRGRGRGRGRGRGCSCSCSCSCSCSCSCSCSCSCSCSRGRGRGRGRGCGCGCGCGCGCGCGCSCSCSCSCSCSCGCGCGCGCGCGNDNDNDNDNDNDWRWRWRWRWRCGCGCGCGCGCGCGCGCGCGRGCSRGRGRGRGCSCSCSNDCGCGCGCGWRWRNDNDCGCGCGCGCSCSRGRGRGCGCGCGCGCGCGCGCGCGCGCGWRWRWRWRWRWRWRNDNDNDNDNDNDWRWRWRWRWRNDWRWRWRWRNDNDNDNDNDNDNDNDNDNDNDSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFCSCSCSCSCSCSCSCSCSCSCSCSCSNDCEMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGNDNDNDNDNDNDNDNDNDNDSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSMRRGRGRGRGRGRGRGRGRGRGRGWRWRWRWRWRWRWRWRWRMRMRMRMRMRMRMRMRMRMRCGCGCGCGCGCGCGCGWRNDNDNDNDNDNDWRWRWRWRWRCGCGCGCGCGCGCGCSCSCSRGRGRGCGCGCGCGCGCGCGWRWRWRNDNDNDNDNDCGCGCGCGCGCGCGCSCSCSCSCSCSRGRGRGRGCGCGCGCGCGCGCGCGCGCGCSCSCSCSCSCSCSRGRGRGRGCGCGCGCGCGCGWRWRWRWRNDNDNDNDCGCGCGCGRGRGRGCSCSCSCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDWRWRWRWRWRWRWRCGCGCGCGCGCGCSCSCSCSRGRGRGCGCGCGNDNDWRWRWRCGCGCGCGCSCSRGRGCGCGCGCGCGCGCSCSCSNDNDNDNDNDWRWRWRWRCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCSCSCSCSCSCSCSCSCSRGRGRGRGRGRGRGCGCGCGCGCGCGCGCGCGCGCGWRWRWRWRWRWRNDNDNDNDNDNDNDNDNDCGCGCGCGCGCGNDWRNDNDNDNDWRWRWRWRCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDWRWRWRWRWRCSCSCSCSCSCGCGCGCGCGCGNDNDWRCSCSCSCSCSCSCSCSCSCSCSWRWRWRWRWRNDNDNDNDNDNDNDNDNDNDNDNDNDCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCSCSCSCSCSCSCSCGCGCGWRWRWRWRWRWRWRCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDWRWRWRWRCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRNDNDNDNDNDNDCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSRGSFSFSFCGCGCGCGCGCGCGCGCGRGMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGMRMRMRWRWRWRWRCGNDNDNDCSCSCSCSCSCSNDNDNDWRWRWRWRCSCSCSSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRCSMRMRMRMRMRMRCSCSCSMRMRCSCSCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGSFMRMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGMPMPVDVDVDMPVDVDVDMPVDVDVDMPVDVDVDVDVDVDVDVDVDVDVDVDCGCGCGCGCGCGCGCGMRMRMRMRMRMRMRMRMRMRSFSFSFSFSFSFSFSFCSCSCSCSCSCSMRCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSMRCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRCSCSCSCSCSVMVMVMVMVMVMMPMPMPCGCGCGCGCSCSCSCSCSCSCSCSCSCSVDVDSFSFSFSFSFCGCGCGCGSFSFSFCGCGSFSFSFSFSFSFRGRGRGRGRGKGCGSFSFSFSFCGCGCGNDWRWRCGCGCGNDNDNDWRWRWRWRCSCSCSCSCSCSNDNDNDNDNDNDNDWRCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRCGCGCGNDNDNDNDCSCSCSCSCSCSCSCSCSNDNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCSWRWRWRWRCGCGCGCGNDNDNDNDNDNDNDNDCGCGCGWRCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDCGCGCGCSCSCSCSCSCSCSCSCSCECECESFSFSFCECECESFSFSFCGCGCGNDNDNDNDWRWRWRWRWRCSCSCSCSCSCSCGCGCGCGCGCGCSCSCSCSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSLAKE AVE S 3LPD101 4LPD101 RAINIER AVE S3LPD101LAKE AVE S3LPD101 2LPD101 3LPD1014LPD101 PLANTING SCHEDULE////////////////S GRADY WAYS GRADY WAY RAINIER AVE S4LPD101 PC 1.A1.B1.C2.A2.G 1.E1.D1.F 1.11.21.31.41.51.61.71.81.91.101.111.121.131.141.152.7 2.D2.32.12.H2.E2.112.102.92.82.62.52.42.B 2.F 1.161.173.A3.B3.63.43.33.5 2.C2.2PSE POWER POLE PSE POWER POLE2040SCALE IN FEET01020(1" = 20')STRIDE BUS RAPID TRANSITSOUTH RENTON TRANSIT CENTERBT105R. PARGAS04/12/2024J. ALTCHECH10/22/202404/12/2024LANDSCAPEPLANTING PLANGRADY STA 156+50 TO GRADY STA 160+46.15BT120-LPP105BT120T. WALKERT. WALKERL. FRENCHL. FRENCH RTA/LR 0206-191"=20'NNo.DATEDSNCHKAPPREVISIONSUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:CONTRACT No.:FILENAME:SCALE:DRAWING No.:SHEET No.:REV:LINE IS 1" ATFULL SCALE DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:03/25/24 | 9:33 PM | WALKERT1C:\PWWORKING\JACOBS_B&I\JEG_WALKERT1\D0436120\S1-BT120-LPP101-107.DWGS1-BT120-LPP101-107FACILITY ID:NOT FOR CONSTRUCTION 90% SUBMITTALXrefs: xS1-BT120-CPP001 xS1-BT120-LHP001 xS1-BT120-LPP001 xS1-BT120-CMP001 xBRT-CUD05-TB22x34 xS1-BTP120-GZK020 xS1-BT120-CAP001 xS1-BT120-CLP001 xS1-BT120-VSF100 SEAL-LBF1465 xS1-BT120-CGP001 xS1-BT120-CDP001 xS1-BT120-LPN101 xS1-BT120-VRX001 xS1-BT120-APP211 xS1-BT120-LTP001STATE OF WASHINGTONLICENSED LANDSCAPE ARCHITECTNO. 1465 EXP. 12/03/24 LORCAN BRIAN FRENCHMATCHLINE: GRADY STA 156+50SEE DWG BT120-LPP104 MATCHLINE:SEE DWG BT120-LPP204MATCHLINE: LAKE STA 401+50SEE DWG BT120-LPP106SW 7TH STRAINIERAVE SHARDIEAVE SWSR-167KEY MAPSW GRADYWAY105LAKEAVE S 102103201202203204205101104106S GRADY WAYLAKE AVE S288 GENERAL NOTES:1.SEE SHEET BT120-LPS201 FOR PLANTING SCHEDULE ANDNOTES.2.PROTECT EXISTING LANDSCAPING IN PLANTING AREAS NOTINDICATED FOR REMOVAL. SEE SITE PREPARATION SHEETSBT120-CSP101-BT120-CSP205.3.REFERENCE SOIL PREPARATION DETAIL 1 ON SHEETBT120-LPD201 FOR ALL LANDSCAPE AREAS EXCEPT FORHYDROSEEDED TURF.4.LIMIT OF PLANTING EQUALS LIMIT OF CONSTRUCTIONDISTURBANCE. EXISTING LANDSCAPE AREAS DISTURBED BYCONSTRUCTION SHALL MEET AND MATCH EXISTINGCONDITIONS UNLESS SHOWN OTHERWISE ON PLANS.5.ANY EXISTING IRRIGATION SYSTEMS IMPACTED BYCONSTRUCTION SHALL BE RESTORED.^^^^^^^NDNDCSCSCSVDVDVDVDVDVDCSSFSFSFSFSFSFSFSFVDVDVDVDVDCGCGCGCGCGCGCGSFSFSFCGCGCGSFSFSFSFVMVDVDVDSFSFSFSFSFSFMRMRMRMRMRMRMRMRCSCSCSCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRSFVDNDNDNDVDVDWRWRWRWRWRCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRCSCSCSCSCSVMVMVMVMVMVMMPMPMPCGCGCGCGCSCSCSCSCSCSCSCSCSCSVDVDSFSFSFSFSFCGCGCGCGSFSFSFCGCGCG2 BLRD2LPD1013LPD1014LPD101HARDIEAVE SWS GRADY WAY RAINIER AVE S SW 7TH STS 7TH STBUS BAY 7BUS BAY 6BUS BAY 5 BUS BAY 2BUS BAY 8BUS BAY 3BUS BAY 4BUS BAY 1^^^NDNDNDNDNDNDNDNDNDNDNDNDND RGRGRGRG RGRG RGRGRGRG CGCG CGCGCGCGCGRGCGCGCSCSCSVDVDVDVDVDVDCSSFSFSFSFSFSFSFSFVDVDVDVDVDCGCGCGCGCGCGCGSFSFSFCGCGCGSFSFSFSFVMCGCGCGCGCGCGCGVDVDVDSFSFSFSFSFSFVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDMRMRMRMRMRMRMRMRVMCSCSCSSFSFMRMRSFCGCGMRSFSFSFSFSFSFSFSFCGMRMRCGCGCGCGCGRGRGRGCGCGCGCGCGVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGRGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSRGRGCECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECERGCECECECECECECECECECECECECECECECECECECECSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGKGKGKGKGKGKGKGKGKGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDVDVDVDVDVDVDVDVDVDVDVDVDVDVDRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCSCSVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFVMVMVMVMVMVMVDVDVDCGVDVDVDVDVDVDVDVDVDVDCGCGCGCGCGCGCGCGCGCGCSCSCSCSCSCSMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPSFSFSFSFSFSFSFMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGKGKGKGKGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFKGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSVMRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGCGCGCGWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPVMVMRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGVDVDVDVDVDVDVDVDVDVDVDVDVDVDVMVMVDVDVDVDVDVDVDVDVDVDVDVDVDVDVMVMVMVMCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSVMVMVMVMNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRWRWRWRWRWRCGCGCGCGCGCGCGCGCGCGCGCGCGCGVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGRGRGRGRGVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDRGRGRGRGRGRGRGRGVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDCECECECECECECECECECECECECECECECECECECECECECECECECSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGWRWRWRWRWRWRWRWRWRWRNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFWRWRSFVDMRMRMRMRMRMRNDNDNDNDNDNDWRWRWRWRWRWRWRNDNDNDNDNDNDNDRGRGRGRGRGRGRGRGCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCSRGCSCSCSCSCGCGCGCGCGCGCGCGCGRGRGRGRGRGRGRGRGRGCSCSCSCSCSCSCSCSCSMPMPMPMPMPMPMPMPMPMPMPMPMPMPNDNDNDVDVDVDNDNDNDMRMRMRMRMRMRVDVDCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFVDVDVDNDVDVDMRMRMRMRMRMRNDNDNDVDVDCGCGCGCGCGCGSFSFSFSFSFSFVDVDNDNDNDVDVDVDMRMRMRMRMRMRCGCGCGCGCGCGNDNDNDVDVDVDNDNDCGCGCGCGCGCGSFSFSFSFSFSFVDVDVDVDNDMRMRMRMRMRMRNDNDNDVDVDVDVDVDVDNDNDCGCGCGCGCGCGCGCGCGCGCGNDNDNDVDCGCGCGCGCGCGVDVDNDNDVDSFSFSFSFSFSFNDNDNDVDVDVDNDNDNDVDVDVDNDNDNDCSWRWRWRWRWRWRWRWRWRWRNDNDNDNDNDNDNDNDNDNDCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGRGRGRGRGRGRGRGRGRGRGCSCSCSCSCSCSCSCSCSCSCSCSRGRGRGRGRGCGCGCGCGCGCGCGCSCSCSCSCSCSCGCGCGCGCGCGNDNDNDNDNDNDWRWRWRWRWRCGCGCGCGCGCGCGCGCGCGRGCSRGRGRGRGCSCSCSNDCGCGCGCGWRWRNDNDCGCGCGCGCSCSRGRGRGCGCGCGCGCGCGCGCGCGCGCGWRWRWRWRWRWRWRNDNDNDNDNDNDWRWRWRWRWRNDWRWRWRWRNDNDNDNDNDNDNDNDNDNDNDSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFCSCSCSCSCSCSCSCSCSCSCSCSCSNDCEMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGNDNDNDNDNDNDNDNDNDNDSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSMRRGRGRGRGRGRGRGRGRGRGRGWRWRWRWRWRWRWRWRWRMRMRMRMRMRMRMRMRMRMRCGCGCGCGCGCGCGCGWRNDNDNDNDNDNDWRWRWRWRWRCGCGCGCGCGCGCGCSCSCSRGRGRGCGCGCGCGCGCGCGWRWRWRNDNDNDNDNDCGCGCGCGCGCGCGCSCSCSCSCSCSRGRGRGRGCGCGCGCGCGCGCGCGCGCGCSCSCSCSCSCSCSRGRGRGRGCGCGCGCGCGCGWRWRWRWRNDNDNDNDCGCGCGCGRGRGRGCSCSCSCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDWRWRWRWRWRWRWRCGCGCGCGCGCGCSCSCSCSRGRGRGCGCGCGNDNDWRWRWRCGCGCGCGCSCSRGRGCGCGCGCGCGCGCSCSCSNDNDNDNDNDWRWRWRWRCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCSCSCSCSCSCSCSCSCSRGRGRGRGRGRGRGCGCGCGCGCGCGCGCGCGCGCGWRWRWRWRWRWRNDNDNDNDNDNDNDNDNDCGCGCGCGCGCGNDWRNDNDNDNDWRWRWRWRCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDWRWRWRWRWRCSCSCSCSCSCGCGCGCGCGCGNDNDWRCSCSCSCSCSCSCSCSCSCSCSWRWRWRWRWRNDNDNDNDNDNDNDNDNDNDNDNDNDCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCSCSCSCSCSCSCSCGCGCGWRWRWRWRWRWRWRCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDWRWRWRWRCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRNDNDNDNDNDNDCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSRGSFSFSFCGCGCGCGCGCGCGCGCGRGMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGMRMRMRWRWRWRWRCGNDNDNDCSCSCSCSCSCSNDNDNDWRWRWRWRCSCSCSSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRCSMRMRMRMRMRMRCSCSCSMRMRCSCSCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGSFMRMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGMPMPVDVDVDMPVDVDVDMPVDVDVDMPVDVDVDVDVDVDVDVDVDVDVDVDCGCGCGCGCGCGCGCGMRMRMRMRMRMRMRMRMRMRSFSFSFSFSFSFSFSFCSCSCSCSCSCSMRCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSMRCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRCSCSCSCSCSVMVMVMVMVMVMMPMPMPCGCGCGCGCSCSCSCSCSCSCSCSCSCSVDVDSFSFSFSFSFCGCGCGCGSFSFSFCGCGSFSFSFSFSFSFRGRGRGRGRGKGCGSFSFSFSFCGCGCGNDWRWRCGCGCGNDNDNDWRWRWRWRCSCSCSCSCSCSNDNDNDNDNDNDNDWRCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRCGCGCGNDNDNDNDCSCSCSCSCSCSCSCSCSNDNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCSWRWRWRWRCGCGCGCGNDNDNDNDNDNDNDNDCGCGCGWRCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDCGCGCGCSCSCSCSCSCSCSCSCSCECECESFSFSFCECECESFSFSFCGCGCGNDNDNDNDWRWRWRWRWRCSCSCSCSCSCSCGCGCGCGCGCGCSCSCSCSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSLAKE AVE S 3LPD101 4LPD101 RAINIER AVE S3LPD101LAKE AVE S3LPD101 2LPD101 3LPD1014LPD101 PLANTING SCHEDULE////////////////S GRADY WAYS GRADY WAY RAINIER AVE S4LPD101 PC 1.A1.B1.C2.A2.G 1.E1.D1.F 1.11.21.31.41.51.61.71.81.91.101.111.121.131.141.152.7 2.D2.32.12.H2.E2.112.102.92.82.62.52.42.B 2.F 1.161.173.A3.B3.63.43.33.5 2.C2.2PSE POWER POLE PSE POWER POLE2040SCALE IN FEET01020(1" = 20')STRIDE BUS RAPID TRANSITSOUTH RENTON TRANSIT CENTERBT105R. PARGAS04/12/2024J. ALTCHECH10/22/202404/12/2024LANDSCAPEPLANTING PLANLAKE STA 401+50 TO LAKE STA 405+50BT120-LPP106BT120T. WALKERT. WALKERL. FRENCHL. FRENCH RTA/LR 0206-191"=20'No.DATEDSNCHKAPPREVISIONSUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:CONTRACT No.:FILENAME:SCALE:DRAWING No.:SHEET No.:REV:LINE IS 1" ATFULL SCALE DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:03/25/24 | 9:34 PM | WALKERT1C:\PWWORKING\JACOBS_B&I\JEG_WALKERT1\D0436120\S1-BT120-LPP101-107.DWGS1-BT120-LPP101-107FACILITY ID:NOT FOR CONSTRUCTION 90% SUBMITTALXrefs: xS1-BT120-CPP001 xS1-BT120-LHP001 xS1-BT120-LPP001 xS1-BT120-CMP001 xBRT-CUD05-TB22x34 xS1-BTP120-GZK020 xS1-BT120-CAP001 xS1-BT120-CLP001 xS1-BT120-VSF100 SEAL-LBF1465 xS1-BT120-CGP001 xS1-BT120-CDP001 xS1-BT120-LPN101 xS1-BT120-VRX001 xS1-BT120-APP211 xS1-BT120-LTP001STATE OF WASHINGTONLICENSED LANDSCAPE ARCHITECTNO. 1465 EXP. 12/03/24 LORCAN BRIAN FRENCHMATCHLINE: LAKE STA 401+50SEE DWG BT120-LPP105MATCHLINE:SEE DWG BT120-LPP204MATCHLINE:SEE DWG BT120-LPP202SW 7TH STRAINIERAVE SHARDIEAVE SWSR-167KEY MAPSW GRADYWAY106LAKEAVE S 102103201202203204205101104105LAKE AVE SLAKE AVE SN289 GENERAL NOTES:1.SEE SHEET BT120-LPS201 FOR PLANTING SCHEDULE ANDNOTES.2.PROTECT EXISTING LANDSCAPING IN PLANTING AREAS NOTINDICATED FOR REMOVAL. SEE SITE PREPARATION SHEETSBT120-CSP101-BT120-CSP205.3.REFERENCE SOIL PREPARATION DETAIL 1 ON SHEETBT120-LPD201 FOR ALL LANDSCAPE AREAS EXCEPT FORHYDROSEEDED TURF.4.LIMIT OF PLANTING EQUALS LIMIT OF CONSTRUCTIONDISTURBANCE. EXISTING LANDSCAPE AREAS DISTURBED BYCONSTRUCTION SHALL MEET AND MATCH EXISTINGCONDITIONS UNLESS SHOWN OTHERWISE ON PLANS.5.ANY EXISTING IRRIGATION SYSTEMS IMPACTED BYCONSTRUCTION SHALL BE RESTORED.BUS BAY 2BUS BAY 8BUS BAY 1RGRGRGRGRGRGRGCGCGSFMRSFSFSFSFSFSFSFSFCGMRMRMPMPMPCGRGRGRGRGRGRGRGRGRGCSCSCSCSCSCSCSCSCSCSCSRGSFSFSFCGCGCGCGCGCGCGCGCGRGMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCSSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGCSCSCS 3LPD1014LPD101BUS BAY 7BUS BAY 6BUS BAY 5 BUS BAY 2BUS BAY 8BUS BAY 3BUS BAY 4BUS BAY 1NDNDNDNDNDNDNDNDNDNDNDNDND RGRGRGRG RGRG RGRGRGRG CGCG CGCGCGCGCGRGCGCGCSCSCSVDVDVDVDVDVDCSSFSFSFSFSFSFSFSFVDVDVDVDVDCGCGCGCGCGCGCGSFSFSFCGCGCGSFSFSFSFVMCGCGCGCGCGCGCGVDVDVDSFSFSFSFSFSFVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDMRMRMRMRMRMRMRMRVMCSCSCSSFSFMRMRSFCGCGMRSFSFSFSFSFSFSFSFCGMRMRCGCGCGCGCGRGRGRGCGCGCGCGCGVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGRGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSRGRGCECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECERGCECECECECECECECECECECECECECECECECECECECSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGKGKGKGKGKGKGKGKGKGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDVDVDVDVDVDVDVDVDVDVDVDVDVDVDRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCSCSVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFVMVMVMVMVMVMVDVDVDCGVDVDVDVDVDVDVDVDVDVDCGCGCGCGCGCGCGCGCGCGCSCSCSCSCSCSMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPSFSFSFSFSFSFSFMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGKGKGKGKGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFKGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSVMRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGCGCGCGWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPVMVMRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGVDVDVDVDVDVDVDVDVDVDVDVDVDVDVMVMVDVDVDVDVDVDVDVDVDVDVDVDVDVDVMVMVMVMCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSVMVMVMVMNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRWRWRWRWRWRCGCGCGCGCGCGCGCGCGCGCGCGCGCGVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGRGRGRGRGVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDRGRGRGRGRGRGRGRGVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDCECECECECECECECECECECECECECECECECECECECECECECECECSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGWRWRWRWRWRWRWRWRWRWRNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFWRWRSFVDMRMRMRMRMRMRNDNDNDNDNDNDWRWRWRWRWRWRWRNDNDNDNDNDNDNDRGRGRGRGRGRGRGRGCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCSRGCSCSCSCSCGCGCGCGCGCGCGCGCGRGRGRGRGRGRGRGRGRGCSCSCSCSCSCSCSCSCSMPMPMPMPMPMPMPMPMPMPMPMPMPMPNDNDNDVDVDVDNDNDNDMRMRMRMRMRMRVDVDCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFVDVDVDNDVDVDMRMRMRMRMRMRNDNDNDVDVDCGCGCGCGCGCGSFSFSFSFSFSFVDVDNDNDNDVDVDVDMRMRMRMRMRMRCGCGCGCGCGCGNDNDNDVDVDVDNDNDCGCGCGCGCGCGSFSFSFSFSFSFVDVDVDVDNDMRMRMRMRMRMRNDNDNDVDVDVDVDVDVDNDNDCGCGCGCGCGCGCGCGCGCGCGNDNDNDVDCGCGCGCGCGCGVDVDNDNDVDSFSFSFSFSFSFNDNDNDVDVDVDNDNDNDVDVDVDNDNDNDCSWRWRWRWRWRWRWRWRWRWRNDNDNDNDNDNDNDNDNDNDCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGRGRGRGRGRGRGRGRGRGRGCSCSCSCSCSCSCSCSCSCSCSCSRGRGRGRGRGCGCGCGCGCGCGCGCSCSCSCSCSCSCGCGCGCGCGCGNDNDNDNDNDNDWRWRWRWRWRCGCGCGCGCGCGCGCGCGCGRGCSRGRGRGRGCSCSCSNDCGCGCGCGWRWRNDNDCGCGCGCGCSCSRGRGRGCGCGCGCGCGCGCGCGCGCGCGWRWRWRWRWRWRWRNDNDNDNDNDNDWRWRWRWRWRNDWRWRWRWRNDNDNDNDNDNDNDNDNDNDNDSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFCSCSCSCSCSCSCSCSCSCSCSCSCSNDCEMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGNDNDNDNDNDNDNDNDNDNDSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSMRRGRGRGRGRGRGRGRGRGRGRGWRWRWRWRWRWRWRWRWRMRMRMRMRMRMRMRMRMRMRCGCGCGCGCGCGCGCGWRNDNDNDNDNDNDWRWRWRWRWRCGCGCGCGCGCGCGCSCSCSRGRGRGCGCGCGCGCGCGCGWRWRWRNDNDNDNDNDCGCGCGCGCGCGCGCSCSCSCSCSCSRGRGRGRGCGCGCGCGCGCGCGCGCGCGCSCSCSCSCSCSCSRGRGRGRGCGCGCGCGCGCGWRWRWRWRNDNDNDNDCGCGCGCGRGRGRGCSCSCSCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDWRWRWRWRWRWRWRCGCGCGCGCGCGCSCSCSCSRGRGRGCGCGCGNDNDWRWRWRCGCGCGCGCSCSRGRGCGCGCGCGCGCGCSCSCSNDNDNDNDNDWRWRWRWRCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCSCSCSCSCSCSCSCSCSRGRGRGRGRGRGRGCGCGCGCGCGCGCGCGCGCGCGWRWRWRWRWRWRNDNDNDNDNDNDNDNDNDCGCGCGCGCGCGNDWRNDNDNDNDWRWRWRWRCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDWRWRWRWRWRCSCSCSCSCSCGCGCGCGCGCGNDNDWRCSCSCSCSCSCSCSCSCSCSCSWRWRWRWRWRNDNDNDNDNDNDNDNDNDNDNDNDNDCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCSCSCSCSCSCSCSCGCGCGWRWRWRWRWRWRWRCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDWRWRWRWRCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRNDNDNDNDNDNDCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSRGSFSFSFCGCGCGCGCGCGCGCGCGRGMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGMRMRMRWRWRWRWRCGNDNDNDCSCSCSCSCSCSNDNDNDWRWRWRWRCSCSCSSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRCSMRMRMRMRMRMRCSCSCSMRMRCSCSCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGSFMRMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGMPMPVDVDVDMPVDVDVDMPVDVDVDMPVDVDVDVDVDVDVDVDVDVDVDVDCGCGCGCGCGCGCGCGMRMRMRMRMRMRMRMRMRMRSFSFSFSFSFSFSFSFCSCSCSCSCSCSMRCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSMRCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRCSCSCSCSCSVMVMVMVMVMVMMPMPMPCGCGCGCGCSCSCSCSCSCSCSCSCSCSVDVDSFSFSFSFSFCGCGCGCGSFSFSFCGCGSFSFSFSFSFSFRGRGRGRGRGKGCGSFSFSFSFCGCGCGNDWRWRCGCGCGNDNDNDWRWRWRWRCSCSCSCSCSCSNDNDNDNDNDNDNDWRCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRCGCGCGNDNDNDNDCSCSCSCSCSCSCSCSCSNDNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCSWRWRWRWRCGCGCGCGNDNDNDNDNDNDNDNDCGCGCGWRCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDCGCGCGCSCSCSCSCSCSCSCSCSCECECESFSFSFCECECESFSFSFCGCGCGNDNDNDNDWRWRWRWRWRCSCSCSCSCSCSCGCGCGCGCGCGCSCSCSCSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHS3LPD1012LPD1014LPD1013LPD1013LPD1014LPD1014LPD1014LPD1013LPD1012LPD1013LPD1014LPD101PLANTING SCHEDULE6LPD101 BUS SHELTERBUS SHELTER TTTTMHTMHTMH2VLTSHHTTMHGAZEBO4 BLRD3 BLRD 3 BLRD 2 BLRD 2 BLRD3 BLRDSHELTERCANOPYBLDGBLDGBLDGBLDG METAL POLEMETAL POLEMETAL POLE////SLSLFOFO SSHH2 BLRD3'6"4'8"2'4'5"3'1"2'11"3'3"BIKESTORAGE1.5' RET WALLPLANTER 1.5' RET WALLPLANTER2040SCALE IN FEET01020(1" = 20')STRIDE BUS RAPID TRANSITSOUTH RENTON TRANSIT CENTERBT105R. PARGAS04/12/2024J. ALTCHECH10/22/202404/12/2024LANDSCAPEPLANTING PLANS RENTON TRANSIT CENTERBT120-LPP201BT120T. WALKERT. WALKERL. FRENCHL. FRENCH RTA/LR 0206-191"=20'NNo.DATEDSNCHKAPPREVISIONSUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:CONTRACT No.:FILENAME:SCALE:DRAWING No.:SHEET No.:REV:LINE IS 1" ATFULL SCALE DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:03/25/24 | 9:35 PM | WALKERT1C:\PWWORKING\JACOBS_B&I\JEG_WALKERT1\D0436120\S1-BT120-LPP201-205.DWGS1-BT120-LPP201-205FACILITY ID:NOT FOR CONSTRUCTION 90% SUBMITTALXrefs: xS1-BT120-CPP001 xS1-BT120-LPP001 xS1-BT120-CMP001 xBRT-CUD05-TB22x34 xS1-BT120-CLP001 SEAL-LBF1465 xS1-BT120-LPN101 xS1-BT120-CGP001 xS1-BT120-CDP001 xS1-BT120-LHP001 xS1-BT120-APP211 xS1-BT120-VSF100 xS1-BT120-LTP001STATE OF WASHINGTONLICENSED LANDSCAPE ARCHITECTNO. 1465 EXP. 12/03/24 LORCAN BRIAN FRENCHMATCHLINE:SEE DWG BT120-LPP103MATCHLINE:SEE DWG BT120-LPP202MATCHLINE:SEE DWG BT120-LPP102MATCHLINE:SEE DWG BT120-LPP203102103201202203204205SW 7TH STRAINIERAVE SHARDIEAVE SWSR-167 SW GRADYWAY101104105KEY MAPLAKEAVE S106290 GENERAL NOTES:1.SEE SHEET BT120-LPS201 FOR PLANTING SCHEDULE ANDNOTES.2.PROTECT EXISTING LANDSCAPING IN PLANTING AREAS NOTINDICATED FOR REMOVAL. SEE SITE PREPARATION SHEETSBT120-CSP101-BT120-CSP205.3.REFERENCE SOIL PREPARATION DETAIL 1 ON SHEETBT120-LPD201 FOR ALL LANDSCAPE AREAS EXCEPT FORHYDROSEEDED TURF.4.LIMIT OF PLANTING EQUALS LIMIT OF CONSTRUCTIONDISTURBANCE. EXISTING LANDSCAPE AREAS DISTURBED BYCONSTRUCTION SHALL MEET AND MATCH EXISTINGCONDITIONS UNLESS SHOWN OTHERWISE ON PLANS.5.ANY EXISTING IRRIGATION SYSTEMS IMPACTED BYCONSTRUCTION SHALL BE RESTORED.BUS BAY 7BUS BAY 6BUS BAY 5BUS BAY 2BUS BAY 3BUS BAY 4RGRGRGRGCGCGRGCGVDVDVDCGCGCGCGSFSFSFSFSFMRMRSFCGCGMRMRMRMRMRMRMRMRCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRCSMRMRMRMRMRMRCSCSCSMRMRCSCSCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGSFMRMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRSFSFSFSFSFSFSFSFCSCSCSCSCSCSMRCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSMRCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFSFSFVMVMMPCGCGCGCGCSCSCSSFSF2LPD1013LPD1014LPD1012 BLRDBUS BAY 7BUS BAY 6BUS BAY 5 BUS BAY 2BUS BAY 8BUS BAY 3BUS BAY 4BUS BAY 1NDNDNDNDNDNDNDNDNDNDNDNDND RGRGRGRG RGRG RGRGRGRG CGCG CGCGCGCGCGRGCGCGCSCSCSVDVDVDVDVDVDCSSFSFSFSFSFSFSFSFVDVDVDVDVDCGCGCGCGCGCGCGSFSFSFCGCGCGSFSFSFSFVMCGCGCGCGCGCGCGVDVDVDSFSFSFSFSFSFVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDMRMRMRMRMRMRMRMRVMCSCSCSSFSFMRMRSFCGCGMRSFSFSFSFSFSFSFSFCGMRMRCGCGCGCGCGRGRGRGCGCGCGCGCGVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGRGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSRGRGCECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECERGCECECECECECECECECECECECECECECECECECECECSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGKGKGKGKGKGKGKGKGKGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDVDVDVDVDVDVDVDVDVDVDVDVDVDVDRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCSCSVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFVMVMVMVMVMVMVDVDVDCGVDVDVDVDVDVDVDVDVDVDCGCGCGCGCGCGCGCGCGCGCSCSCSCSCSCSMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPSFSFSFSFSFSFSFMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGKGKGKGKGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFKGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSVMRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGCGCGCGWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPVMVMRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGVDVDVDVDVDVDVDVDVDVDVDVDVDVDVMVMVDVDVDVDVDVDVDVDVDVDVDVDVDVDVMVMVMVMCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSVMVMVMVMNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRWRWRWRWRWRCGCGCGCGCGCGCGCGCGCGCGCGCGCGVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGRGRGRGRGVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDRGRGRGRGRGRGRGRGVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDCECECECECECECECECECECECECECECECECECECECECECECECECSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGWRWRWRWRWRWRWRWRWRWRNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFWRWRSFVDMRMRMRMRMRMRNDNDNDNDNDNDWRWRWRWRWRWRWRNDNDNDNDNDNDNDRGRGRGRGRGRGRGRGCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCSRGCSCSCSCSCGCGCGCGCGCGCGCGCGRGRGRGRGRGRGRGRGRGCSCSCSCSCSCSCSCSCSMPMPMPMPMPMPMPMPMPMPMPMPMPMPNDNDNDVDVDVDNDNDNDMRMRMRMRMRMRVDVDCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFVDVDVDNDVDVDMRMRMRMRMRMRNDNDNDVDVDCGCGCGCGCGCGSFSFSFSFSFSFVDVDNDNDNDVDVDVDMRMRMRMRMRMRCGCGCGCGCGCGNDNDNDVDVDVDNDNDCGCGCGCGCGCGSFSFSFSFSFSFVDVDVDVDNDMRMRMRMRMRMRNDNDNDVDVDVDVDVDVDNDNDCGCGCGCGCGCGCGCGCGCGCGNDNDNDVDCGCGCGCGCGCGVDVDNDNDVDSFSFSFSFSFSFNDNDNDVDVDVDNDNDNDVDVDVDNDNDNDCSWRWRWRWRWRWRWRWRWRWRNDNDNDNDNDNDNDNDNDNDCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGRGRGRGRGRGRGRGRGRGRGCSCSCSCSCSCSCSCSCSCSCSCSRGRGRGRGRGCGCGCGCGCGCGCGCSCSCSCSCSCSCGCGCGCGCGCGNDNDNDNDNDNDWRWRWRWRWRCGCGCGCGCGCGCGCGCGCGRGCSRGRGRGRGCSCSCSNDCGCGCGCGWRWRNDNDCGCGCGCGCSCSRGRGRGCGCGCGCGCGCGCGCGCGCGCGWRWRWRWRWRWRWRNDNDNDNDNDNDWRWRWRWRWRNDWRWRWRWRNDNDNDNDNDNDNDNDNDNDNDSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFCSCSCSCSCSCSCSCSCSCSCSCSCSNDCEMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGNDNDNDNDNDNDNDNDNDNDSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSMRRGRGRGRGRGRGRGRGRGRGRGWRWRWRWRWRWRWRWRWRMRMRMRMRMRMRMRMRMRMRCGCGCGCGCGCGCGCGWRNDNDNDNDNDNDWRWRWRWRWRCGCGCGCGCGCGCGCSCSCSRGRGRGCGCGCGCGCGCGCGWRWRWRNDNDNDNDNDCGCGCGCGCGCGCGCSCSCSCSCSCSRGRGRGRGCGCGCGCGCGCGCGCGCGCGCSCSCSCSCSCSCSRGRGRGRGCGCGCGCGCGCGWRWRWRWRNDNDNDNDCGCGCGCGRGRGRGCSCSCSCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDWRWRWRWRWRWRWRCGCGCGCGCGCGCSCSCSCSRGRGRGCGCGCGNDNDWRWRWRCGCGCGCGCSCSRGRGCGCGCGCGCGCGCSCSCSNDNDNDNDNDWRWRWRWRCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCSCSCSCSCSCSCSCSCSRGRGRGRGRGRGRGCGCGCGCGCGCGCGCGCGCGCGWRWRWRWRWRWRNDNDNDNDNDNDNDNDNDCGCGCGCGCGCGNDWRNDNDNDNDWRWRWRWRCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDWRWRWRWRWRCSCSCSCSCSCGCGCGCGCGCGNDNDWRCSCSCSCSCSCSCSCSCSCSCSWRWRWRWRWRNDNDNDNDNDNDNDNDNDNDNDNDNDCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCSCSCSCSCSCSCSCGCGCGWRWRWRWRWRWRWRCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDWRWRWRWRCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRNDNDNDNDNDNDCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSRGSFSFSFCGCGCGCGCGCGCGCGCGRGMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGMRMRMRWRWRWRWRCGNDNDNDCSCSCSCSCSCSNDNDNDWRWRWRWRCSCSCSSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRCSMRMRMRMRMRMRCSCSCSMRMRCSCSCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGSFMRMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGMPMPVDVDVDMPVDVDVDMPVDVDVDMPVDVDVDVDVDVDVDVDVDVDVDVDCGCGCGCGCGCGCGCGMRMRMRMRMRMRMRMRMRMRSFSFSFSFSFSFSFSFCSCSCSCSCSCSMRCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSMRCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRCSCSCSCSCSVMVMVMVMVMVMMPMPMPCGCGCGCGCSCSCSCSCSCSCSCSCSCSVDVDSFSFSFSFSFCGCGCGCGSFSFSFCGCGSFSFSFSFSFSFRGRGRGRGRGKGCGSFSFSFSFCGCGCGNDWRWRCGCGCGNDNDNDWRWRWRWRCSCSCSCSCSCSNDNDNDNDNDNDNDWRCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRCGCGCGNDNDNDNDCSCSCSCSCSCSCSCSCSNDNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCSWRWRWRWRCGCGCGCGNDNDNDNDNDNDNDNDCGCGCGWRCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDCGCGCGCSCSCSCSCSCSCSCSCSCECECESFSFSFCECECESFSFSFCGCGCGNDNDNDNDWRWRWRWRWRCSCSCSCSCSCSCGCGCGCGCGCGCSCSCSCSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHS3LPD1012LPD1014LPD1013LPD1013LPD1014LPD1014LPD1014LPD1013LPD1012LPD1013LPD1014LPD101PLANTING SCHEDULE6LPD101 BUS SHELTERBUS SHELTER TTTTMHTMHTMH2VLTSHHTTMHGAZEBO4 BLRD3 BLRD 3 BLRD 2 BLRD 2 BLRD3 BLRDSHELTERCANOPYBLDGBLDGBLDGBLDG METAL POLEMETAL POLEMETAL POLE////SLSLFOFO SSHH2 BLRD3'6"4'8"2'4'5"3'1"2'11"3'3"BIKESTORAGE1.5' RET WALLPLANTER 1.5' RET WALLPLANTER2040SCALE IN FEET01020(1" = 20')STRIDE BUS RAPID TRANSITSOUTH RENTON TRANSIT CENTERBT105R. PARGAS04/12/2024J. ALTCHECH10/22/202404/12/2024LANDSCAPEPLANTING PLANS RENTON TRANSIT CENTERBT120-LPP202BT120T. WALKERT. WALKERL. FRENCHL. FRENCH RTA/LR 0206-191"=20'NNo.DATEDSNCHKAPPREVISIONSUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:CONTRACT No.:FILENAME:SCALE:DRAWING No.:SHEET No.:REV:LINE IS 1" ATFULL SCALE DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:03/25/24 | 9:36 PM | WALKERT1C:\PWWORKING\JACOBS_B&I\JEG_WALKERT1\D0436120\S1-BT120-LPP201-205.DWGS1-BT120-LPP201-205FACILITY ID:NOT FOR CONSTRUCTION 90% SUBMITTALXrefs: xS1-BT120-CPP001 xS1-BT120-LPP001 xS1-BT120-CMP001 xBRT-CUD05-TB22x34 xS1-BT120-CLP001 SEAL-LBF1465 xS1-BT120-LPN101 xS1-BT120-CGP001 xS1-BT120-CDP001 xS1-BT120-LHP001 xS1-BT120-APP211 xS1-BT120-VSF100 xS1-BT120-LTP001STATE OF WASHINGTONLICENSED LANDSCAPE ARCHITECTNO. 1465 EXP. 12/03/24 LORCAN BRIAN FRENCHMATCHLINE:SEE DWG BT120-LPP201MATCHLINE:SEE DWG BT120-LPP106MATCHLINE:SEE DWG BT120-LPP204102103201202203204205SW 7TH STRAINIERAVE SHARDIEAVE SWSR-167 SW GRADYWAY101104105KEY MAPLAKEAVE S106291 GENERAL NOTES:1.SEE SHEET BT120-LPS201 FOR PLANTING SCHEDULE ANDNOTES.2.PROTECT EXISTING LANDSCAPING IN PLANTING AREAS NOTINDICATED FOR REMOVAL. SEE SITE PREPARATION SHEETSBT120-CSP101-BT120-CSP205.3.REFERENCE SOIL PREPARATION DETAIL 1 ON SHEETBT120-LPD201 FOR ALL LANDSCAPE AREAS EXCEPT FORHYDROSEEDED TURF.4.LIMIT OF PLANTING EQUALS LIMIT OF CONSTRUCTIONDISTURBANCE. EXISTING LANDSCAPE AREAS DISTURBED BYCONSTRUCTION SHALL MEET AND MATCH EXISTINGCONDITIONS UNLESS SHOWN OTHERWISE ON PLANS.5.ANY EXISTING IRRIGATION SYSTEMS IMPACTED BYCONSTRUCTION SHALL BE RESTORED.VMVMVMVMVMVMVMKGKGKGKGKGKGKG KGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSMPMPMPMPMPMPVMVMRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRWRWRWRWRWRNDWRWRWRWRWRWRWRNDNDNDNDNDNDNDRGRGRGRGRGRGRGRGCSCSCS CSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCSRGCSCSCSCSCGCGCGCGCGCGCGCGCGRGRGRGRGRGRGRGRGRGCSCSCS CSCSCSCSCSCSMPMPMPMPMPMPMPMPMPMPMPMPMPMPCSWRWRWRWRWRWRWRWRWRWRNDNDNDNDNDNDNDNDNDNDCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGRGRGRGRGRGRGRGRGRGCSCSCSCSCSCSCSCSCSCSCSCSRGRGRGRGRGCGCGCGCGCGCGCGCSCSCSCSCSCSCGCGCGCGCGCGNDNDNDNDNDNDWRWRWRWRWRCGCGCGCGCGCGCGCGCGCGRGCSRGRGRGRGCSCSCSNDCGCGCGCGWRWRNDNDCGCGCGCGCSCSRGRGRGCGCGCGCGCGCGCGCGCGCGCGWRWRWRWRWRWRWRNDNDNDNDNDNDWRWRWRWRWRNDWRWRWRWRNDNDNDNDNDNDNDNDNDNDNDSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFCSCSCSCSCSCSCSCSCSCSCSCSCSNDMRMRMRMRMRCGCGCGCGCGCGCGCGWRNDNDNDNDNDNDWRWRWRWRWRCGCGCGCGCGCGCGCSCSCSRGRGRGCGCGCGCGCGCGCGWRWRWRNDNDNDNDNDCGCGCGCGCGCGCGCSCSCSCSCSCSRGRGRGRGCGCGCGCGCGCGCGCGCGCGCSCSCSCSCSCSCSRGRGRGRGCGCGCGCGCGCGWRWRWRWRNDNDNDNDCGCGCGCGRGRGRGCSCSCSCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDWRWRWRWRWRWRWRCGCGCGCGCGCGCGCGCGCGCGCGCGCGNDWRNDNDNDNDWRWRWRWRCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDWRWRWRWRWRCSCSCSCSCSWRWRWRWRCGNDNDNDCSCSCSCSCSCSNDNDNDWRWRWRWRCSCSCSCSCSCSCSCSCSCSCSCSCECECESFSFSFCECECESFSFSFCSCSCS4LPD1013LPD1016LPD1012VLTSBUS BAY 7BUS BAY 6BUS BAY 5 BUS BAY 2BUS BAY 8BUS BAY 3BUS BAY 4BUS BAY 1NDNDNDNDNDNDNDNDNDNDNDNDND RGRGRGRG RGRG RGRGRGRG CGCG CGCGCGCGCGRGCGCGCSCSCSVDVDVDVDVDVDCSSFSFSFSFSFSFSFSFVDVDVDVDVDCGCGCGCGCGCGCGSFSFSFCGCGCGSFSFSFSFVMCGCGCGCGCGCGCGVDVDVDSFSFSFSFSFSFVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDMRMRMRMRMRMRMRMRVMCSCSCSSFSFMRMRSFCGCGMRSFSFSFSFSFSFSFSFCGMRMRCGCGCGCGCGRGRGRGCGCGCGCGCGVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGRGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSRGRGCECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECERGCECECECECECECECECECECECECECECECECECECECSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGKGKGKGKGKGKGKGKGKGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDVDVDVDVDVDVDVDVDVDVDVDVDVDVDRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCSCSVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFVMVMVMVMVMVMVDVDVDCGVDVDVDVDVDVDVDVDVDVDCGCGCGCGCGCGCGCGCGCGCSCSCSCSCSCSMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPSFSFSFSFSFSFSFMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGKGKGKGKGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFKGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSVMRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGCGCGCGWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPVMVMRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGVDVDVDVDVDVDVDVDVDVDVDVDVDVDVMVMVDVDVDVDVDVDVDVDVDVDVDVDVDVDVMVMVMVMCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSVMVMVMVMNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRWRWRWRWRWRCGCGCGCGCGCGCGCGCGCGCGCGCGCGVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGRGRGRGRGVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDRGRGRGRGRGRGRGRGVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDCECECECECECECECECECECECECECECECECECECECECECECECECSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGWRWRWRWRWRWRWRWRWRWRNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFWRWRSFVDMRMRMRMRMRMRNDNDNDNDNDNDWRWRWRWRWRWRWRNDNDNDNDNDNDNDRGRGRGRGRGRGRGRGCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCSRGCSCSCSCSCGCGCGCGCGCGCGCGCGRGRGRGRGRGRGRGRGRGCSCSCSCSCSCSCSCSCSMPMPMPMPMPMPMPMPMPMPMPMPMPMPNDNDNDVDVDVDNDNDNDMRMRMRMRMRMRVDVDCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFVDVDVDNDVDVDMRMRMRMRMRMRNDNDNDVDVDCGCGCGCGCGCGSFSFSFSFSFSFVDVDNDNDNDVDVDVDMRMRMRMRMRMRCGCGCGCGCGCGNDNDNDVDVDVDNDNDCGCGCGCGCGCGSFSFSFSFSFSFVDVDVDVDNDMRMRMRMRMRMRNDNDNDVDVDVDVDVDVDNDNDCGCGCGCGCGCGCGCGCGCGCGNDNDNDVDCGCGCGCGCGCGVDVDNDNDVDSFSFSFSFSFSFNDNDNDVDVDVDNDNDNDVDVDVDNDNDNDCSWRWRWRWRWRWRWRWRWRWRNDNDNDNDNDNDNDNDNDNDCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGRGRGRGRGRGRGRGRGRGRGCSCSCSCSCSCSCSCSCSCSCSCSRGRGRGRGRGCGCGCGCGCGCGCGCSCSCSCSCSCSCGCGCGCGCGCGNDNDNDNDNDNDWRWRWRWRWRCGCGCGCGCGCGCGCGCGCGRGCSRGRGRGRGCSCSCSNDCGCGCGCGWRWRNDNDCGCGCGCGCSCSRGRGRGCGCGCGCGCGCGCGCGCGCGCGWRWRWRWRWRWRWRNDNDNDNDNDNDWRWRWRWRWRNDWRWRWRWRNDNDNDNDNDNDNDNDNDNDNDSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFCSCSCSCSCSCSCSCSCSCSCSCSCSNDCEMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGNDNDNDNDNDNDNDNDNDNDSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSMRRGRGRGRGRGRGRGRGRGRGRGWRWRWRWRWRWRWRWRWRMRMRMRMRMRMRMRMRMRMRCGCGCGCGCGCGCGCGWRNDNDNDNDNDNDWRWRWRWRWRCGCGCGCGCGCGCGCSCSCSRGRGRGCGCGCGCGCGCGCGWRWRWRNDNDNDNDNDCGCGCGCGCGCGCGCSCSCSCSCSCSRGRGRGRGCGCGCGCGCGCGCGCGCGCGCSCSCSCSCSCSCSRGRGRGRGCGCGCGCGCGCGWRWRWRWRNDNDNDNDCGCGCGCGRGRGRGCSCSCSCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDWRWRWRWRWRWRWRCGCGCGCGCGCGCSCSCSCSRGRGRGCGCGCGNDNDWRWRWRCGCGCGCGCSCSRGRGCGCGCGCGCGCGCSCSCSNDNDNDNDNDWRWRWRWRCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCSCSCSCSCSCSCSCSCSRGRGRGRGRGRGRGCGCGCGCGCGCGCGCGCGCGCGWRWRWRWRWRWRNDNDNDNDNDNDNDNDNDCGCGCGCGCGCGNDWRNDNDNDNDWRWRWRWRCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDWRWRWRWRWRCSCSCSCSCSCGCGCGCGCGCGNDNDWRCSCSCSCSCSCSCSCSCSCSCSWRWRWRWRWRNDNDNDNDNDNDNDNDNDNDNDNDNDCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCSCSCSCSCSCSCSCGCGCGWRWRWRWRWRWRWRCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDWRWRWRWRCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRNDNDNDNDNDNDCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSRGSFSFSFCGCGCGCGCGCGCGCGCGRGMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGMRMRMRWRWRWRWRCGNDNDNDCSCSCSCSCSCSNDNDNDWRWRWRWRCSCSCSSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRCSMRMRMRMRMRMRCSCSCSMRMRCSCSCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGSFMRMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGMPMPVDVDVDMPVDVDVDMPVDVDVDMPVDVDVDVDVDVDVDVDVDVDVDVDCGCGCGCGCGCGCGCGMRMRMRMRMRMRMRMRMRMRSFSFSFSFSFSFSFSFCSCSCSCSCSCSMRCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSMRCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRCSCSCSCSCSVMVMVMVMVMVMMPMPMPCGCGCGCGCSCSCSCSCSCSCSCSCSCSVDVDSFSFSFSFSFCGCGCGCGSFSFSFCGCGSFSFSFSFSFSFRGRGRGRGRGKGCGSFSFSFSFCGCGCGNDWRWRCGCGCGNDNDNDWRWRWRWRCSCSCSCSCSCSNDNDNDNDNDNDNDWRCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRCGCGCGNDNDNDNDCSCSCSCSCSCSCSCSCSNDNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCSWRWRWRWRCGCGCGCGNDNDNDNDNDNDNDNDCGCGCGWRCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDCGCGCGCSCSCSCSCSCSCSCSCSCECECESFSFSFCECECESFSFSFCGCGCGNDNDNDNDWRWRWRWRWRCSCSCSCSCSCSCGCGCGCGCGCGCSCSCSCSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHS3LPD1012LPD1014LPD1013LPD1013LPD1014LPD1014LPD1014LPD1013LPD1012LPD1013LPD1014LPD101PLANTING SCHEDULE6LPD101 BUS SHELTERBUS SHELTER TTTTMHTMHTMH2VLTSHHTTMHGAZEBO4 BLRD3 BLRD 3 BLRD 2 BLRD 2 BLRD3 BLRDSHELTERCANOPYBLDGBLDGBLDGBLDG METAL POLEMETAL POLEMETAL POLE////SLSLFOFO SSHH2 BLRD3'6"4'8"2'4'5"3'1"2'11"3'3"BIKESTORAGE1.5' RET WALLPLANTER 1.5' RET WALLPLANTER2040SCALE IN FEET01020(1" = 20')STRIDE BUS RAPID TRANSITSOUTH RENTON TRANSIT CENTERBT105R. PARGAS04/12/2024J. ALTCHECH10/22/202404/12/2024LANDSCAPEPLANTING PLANS RENTON TRANSIT CENTERBT120-LPP203BT120T. WALKERT. WALKERL. FRENCHL. FRENCH RTA/LR 0206-191"=20'NNo.DATEDSNCHKAPPREVISIONSUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:CONTRACT No.:FILENAME:SCALE:DRAWING No.:SHEET No.:REV:LINE IS 1" ATFULL SCALE DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:03/25/24 | 9:37 PM | WALKERT1C:\PWWORKING\JACOBS_B&I\JEG_WALKERT1\D0436120\S1-BT120-LPP201-205.DWGS1-BT120-LPP201-205FACILITY ID:NOT FOR CONSTRUCTION 90% SUBMITTALXrefs: xS1-BT120-CPP001 xS1-BT120-LPP001 xS1-BT120-CMP001 xBRT-CUD05-TB22x34 xS1-BT120-CLP001 SEAL-LBF1465 xS1-BT120-LPN101 xS1-BT120-CGP001 xS1-BT120-CDP001 xS1-BT120-LHP001 xS1-BT120-APP211 xS1-BT120-VSF100 xS1-BT120-LTP001STATE OF WASHINGTONLICENSED LANDSCAPE ARCHITECTNO. 1465 EXP. 12/03/24 LORCAN BRIAN FRENCHMATCHLINE:SEE DWG BT120-LPP204MATCHLINE:SEE DWG BT120-LPP205MATCHLINE:SEE DWG BT120-LPP102MATCHLINE:SEE DWG BT120-LPP101 MATCHLINE:SEE DWG BT120-LPP201102103201202203204205SW 7TH STRAINIERAVE SHARDIEAVE SWSR-167 SW GRADYWAY101104105KEY MAPLAKEAVE S106292 GENERAL NOTES:1.SEE SHEET BT120-LPS201 FOR PLANTING SCHEDULE ANDNOTES.2.PROTECT EXISTING LANDSCAPING IN PLANTING AREAS NOTINDICATED FOR REMOVAL. SEE SITE PREPARATION SHEETSBT120-CSP101-BT120-CSP205.3.REFERENCE SOIL PREPARATION DETAIL 1 ON SHEETBT120-LPD201 FOR ALL LANDSCAPE AREAS EXCEPT FORHYDROSEEDED TURF.4.LIMIT OF PLANTING EQUALS LIMIT OF CONSTRUCTIONDISTURBANCE. EXISTING LANDSCAPE AREAS DISTURBED BYCONSTRUCTION SHALL MEET AND MATCH EXISTINGCONDITIONS UNLESS SHOWN OTHERWISE ON PLANS.5.ANY EXISTING IRRIGATION SYSTEMS IMPACTED BYXNDNDNDNDNDNDNDNDNDNDNDNDNDCGCGCGCGCGCGCGVDVDVDSFSFSFSFSFSFVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDMRMRMRMRMRMRMRMRVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCSCSVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFVMVMRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSMPMPMPMPMPVMRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGVDVDVDVDVDVDVDVDVDVDVDVDVDVDVMVMVDVDVDVDVDVDVDVDVDVDVDVDVDVDVMVMVMVMNDNDNDNDNDNDNDNDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPKGKGMRMRMRMRNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGRGRGRGRGVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDRGRGRGRGRGRGRGRGVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDCECECECECECECECECECECECECECECECECECECECECECECECECSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGWRWRWRWRWRWRWRWRWRWRNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFWRWRSFVDMRMRMRMRMRMRNDNDNDNDNDNDNDNDVDVDVDNDNDNDMRMRMRMRMRMRVDVDCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFVDVDVDNDVDVDMRMRMRMRMRMRNDNDNDVDVDCGCGCGCGCGCGSFSFSFSFSFSFVDVDNDNDNDVDVDVDMRMRMRMRMRMRCGCGCGCGCGCGNDNDNDVDVDVDNDNDCGCGCGCGCGCGSFSFSFSFSFSFVDVDVDVDNDMRMRMRMRMRMRNDNDNDVDVDVDVDVDVDNDNDCGCGCGCGCGCGCGCGCGCGCGNDNDNDVDCGCGCGCGCGCGVDVDNDNDVDSFSFSFSFSFSFNDNDNDVDVDVDNDNDNDVDVDVDNDNDNDCSCSCSCGCGCGCGCGCGCGWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRWRWRMPMPVDVDVDMPVDVDVDMPVDVDVDMPVDVDVDVDVDVDVDVDVDVDVDVDCGCGCGCGCGCGCGCGCGCSWRWRWRWRCGCGCGCGNDNDNDNDNDNDNDNDCGCGCGWRCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDCSCSCSCSCSCSCSCSCSCECECESFSFSFCECECESFSFSFHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHS3LPD1014LPD1012LPD1016LPD1012VLTSBUS BAY 7BUS BAY 6BUS BAY 5 BUS BAY 2BUS BAY 8BUS BAY 3BUS BAY 4BUS BAY 1NDNDNDNDNDNDNDNDNDNDNDNDND RGRGRGRG RGRG RGRGRGRG CGCG CGCGCGCGCGRGCGCGCSCSCSVDVDVDVDVDVDCSSFSFSFSFSFSFSFSFVDVDVDVDVDCGCGCGCGCGCGCGSFSFSFCGCGCGSFSFSFSFVMCGCGCGCGCGCGCGVDVDVDSFSFSFSFSFSFVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDMRMRMRMRMRMRMRMRVMCSCSCSSFSFMRMRSFCGCGMRSFSFSFSFSFSFSFSFCGMRMRCGCGCGCGCGRGRGRGCGCGCGCGCGVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGRGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSRGRGCECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECERGCECECECECECECECECECECECECECECECECECECECSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGKGKGKGKGKGKGKGKGKGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDVDVDVDVDVDVDVDVDVDVDVDVDVDVDRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCSCSVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFVMVMVMVMVMVMVDVDVDCGVDVDVDVDVDVDVDVDVDVDCGCGCGCGCGCGCGCGCGCGCSCSCSCSCSCSMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPSFSFSFSFSFSFSFMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGKGKGKGKGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFKGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSVMRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGCGCGCGWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPVMVMRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGVDVDVDVDVDVDVDVDVDVDVDVDVDVDVMVMVDVDVDVDVDVDVDVDVDVDVDVDVDVDVMVMVMVMCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSVMVMVMVMNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRWRWRWRWRWRCGCGCGCGCGCGCGCGCGCGCGCGCGCGVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGRGRGRGRGVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDRGRGRGRGRGRGRGRGVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDCECECECECECECECECECECECECECECECECECECECECECECECECSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGWRWRWRWRWRWRWRWRWRWRNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFWRWRSFVDMRMRMRMRMRMRNDNDNDNDNDNDWRWRWRWRWRWRWRNDNDNDNDNDNDNDRGRGRGRGRGRGRGRGCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCSRGCSCSCSCSCGCGCGCGCGCGCGCGCGRGRGRGRGRGRGRGRGRGCSCSCSCSCSCSCSCSCSMPMPMPMPMPMPMPMPMPMPMPMPMPMPNDNDNDVDVDVDNDNDNDMRMRMRMRMRMRVDVDCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFVDVDVDNDVDVDMRMRMRMRMRMRNDNDNDVDVDCGCGCGCGCGCGSFSFSFSFSFSFVDVDNDNDNDVDVDVDMRMRMRMRMRMRCGCGCGCGCGCGNDNDNDVDVDVDNDNDCGCGCGCGCGCGSFSFSFSFSFSFVDVDVDVDNDMRMRMRMRMRMRNDNDNDVDVDVDVDVDVDNDNDCGCGCGCGCGCGCGCGCGCGCGNDNDNDVDCGCGCGCGCGCGVDVDNDNDVDSFSFSFSFSFSFNDNDNDVDVDVDNDNDNDVDVDVDNDNDNDCSWRWRWRWRWRWRWRWRWRWRNDNDNDNDNDNDNDNDNDNDCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGRGRGRGRGRGRGRGRGRGRGCSCSCSCSCSCSCSCSCSCSCSCSRGRGRGRGRGCGCGCGCGCGCGCGCSCSCSCSCSCSCGCGCGCGCGCGNDNDNDNDNDNDWRWRWRWRWRCGCGCGCGCGCGCGCGCGCGRGCSRGRGRGRGCSCSCSNDCGCGCGCGWRWRNDNDCGCGCGCGCSCSRGRGRGCGCGCGCGCGCGCGCGCGCGCGWRWRWRWRWRWRWRNDNDNDNDNDNDWRWRWRWRWRNDWRWRWRWRNDNDNDNDNDNDNDNDNDNDNDSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFCSCSCSCSCSCSCSCSCSCSCSCSCSNDCEMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGNDNDNDNDNDNDNDNDNDNDSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSMRRGRGRGRGRGRGRGRGRGRGRGWRWRWRWRWRWRWRWRWRMRMRMRMRMRMRMRMRMRMRCGCGCGCGCGCGCGCGWRNDNDNDNDNDNDWRWRWRWRWRCGCGCGCGCGCGCGCSCSCSRGRGRGCGCGCGCGCGCGCGWRWRWRNDNDNDNDNDCGCGCGCGCGCGCGCSCSCSCSCSCSRGRGRGRGCGCGCGCGCGCGCGCGCGCGCSCSCSCSCSCSCSRGRGRGRGCGCGCGCGCGCGWRWRWRWRNDNDNDNDCGCGCGCGRGRGRGCSCSCSCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDWRWRWRWRWRWRWRCGCGCGCGCGCGCSCSCSCSRGRGRGCGCGCGNDNDWRWRWRCGCGCGCGCSCSRGRGCGCGCGCGCGCGCSCSCSNDNDNDNDNDWRWRWRWRCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCSCSCSCSCSCSCSCSCSRGRGRGRGRGRGRGCGCGCGCGCGCGCGCGCGCGCGWRWRWRWRWRWRNDNDNDNDNDNDNDNDNDCGCGCGCGCGCGNDWRNDNDNDNDWRWRWRWRCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDWRWRWRWRWRCSCSCSCSCSCGCGCGCGCGCGNDNDWRCSCSCSCSCSCSCSCSCSCSCSWRWRWRWRWRNDNDNDNDNDNDNDNDNDNDNDNDNDCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCSCSCSCSCSCSCSCGCGCGWRWRWRWRWRWRWRCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDWRWRWRWRCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRNDNDNDNDNDNDCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSRGSFSFSFCGCGCGCGCGCGCGCGCGRGMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGMRMRMRWRWRWRWRCGNDNDNDCSCSCSCSCSCSNDNDNDWRWRWRWRCSCSCSSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRCSMRMRMRMRMRMRCSCSCSMRMRCSCSCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGSFMRMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGMPMPVDVDVDMPVDVDVDMPVDVDVDMPVDVDVDVDVDVDVDVDVDVDVDVDCGCGCGCGCGCGCGCGMRMRMRMRMRMRMRMRMRMRSFSFSFSFSFSFSFSFCSCSCSCSCSCSMRCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSMRCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRCSCSCSCSCSVMVMVMVMVMVMMPMPMPCGCGCGCGCSCSCSCSCSCSCSCSCSCSVDVDSFSFSFSFSFCGCGCGCGSFSFSFCGCGSFSFSFSFSFSFRGRGRGRGRGKGCGSFSFSFSFCGCGCGNDWRWRCGCGCGNDNDNDWRWRWRWRCSCSCSCSCSCSNDNDNDNDNDNDNDWRCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRCGCGCGNDNDNDNDCSCSCSCSCSCSCSCSCSNDNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCSWRWRWRWRCGCGCGCGNDNDNDNDNDNDNDNDCGCGCGWRCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDCGCGCGCSCSCSCSCSCSCSCSCSCECECESFSFSFCECECESFSFSFCGCGCGNDNDNDNDWRWRWRWRWRCSCSCSCSCSCSCGCGCGCGCGCGCSCSCSCSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHS3LPD1012LPD1014LPD1013LPD1013LPD1014LPD1014LPD1014LPD1013LPD1012LPD1013LPD1014LPD101PLANTING SCHEDULE6LPD101 BUS SHELTERBUS SHELTER TTTTMHTMHTMH2VLTSHHTTMHGAZEBO4 BLRD3 BLRD 3 BLRD 2 BLRD 2 BLRD3 BLRDSHELTERCANOPYBLDGBLDGBLDGBLDG METAL POLEMETAL POLEMETAL POLE////SLSLFOFO SSHH2 BLRD3'6"4'8"2'4'5"3'1"2'11"3'3"BIKESTORAGE1.5' RET WALLPLANTER 1.5' RET WALLPLANTER2040SCALE IN FEET01020(1" = 20')STRIDE BUS RAPID TRANSITSOUTH RENTON TRANSIT CENTERBT105R. PARGAS04/12/2024J. ALTCHECH10/22/202404/12/2024LANDSCAPEPLANTING PLANS RENTON TRANSIT CENTERBT120-LPP204BT120T. WALKERT. WALKERL FRENCHL. FRENCH RTA/LR 0206-191"=20'NNo.DATEDSNCHKAPPREVISIONSUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:CONTRACT No.:FILENAME:SCALE:DRAWING No.:SHEET No.:REV:LINE IS 1" ATFULL SCALE DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:03/25/24 | 9:37 PM | WALKERT1C:\PWWORKING\JACOBS_B&I\JEG_WALKERT1\D0436120\S1-BT120-LPP201-205.DWGS1-BT120-LPP201-205FACILITY ID:NOT FOR CONSTRUCTION 90% SUBMITTALXrefs: xS1-BT120-CPP001 xS1-BT120-LPP001 xS1-BT120-CMP001 xBRT-CUD05-TB22x34 xS1-BT120-CLP001 SEAL-LBF1465 xS1-BT120-LPN101 xS1-BT120-CGP001 xS1-BT120-CDP001 xS1-BT120-LHP001 xS1-BT120-APP211 xS1-BT120-VSF100 xS1-BT120-LTP001STATE OF WASHINGTONLICENSED LANDSCAPE ARCHITECTNO. 1465 EXP. 12/03/24 LORCAN BRIAN FRENCHMATCHLINE:SEE DWG BT120-LPP203MATCHLINE:SEE DWG BT120-LPP205MATCHLINE:SEE DWG BT120-LPP202MATCHLINE:SEE DWG BT120-LPP104MATCHLINE:SEE DWG BT120-LPP105MATCHLINE:SEE DWG BT120-LPP106102103201202203204205SW 7TH STRAINIERAVE SHARDIEAVE SWSR-167 SW GRADYWAY101104105KEY MAPLAKEAVE S106293 GENERAL NOTES:1.SEE SHEET BT120-LPS201 FOR PLANTING SCHEDULE ANDNOTES.2.PROTECT EXISTING LANDSCAPING IN PLANTING AREAS NOTINDICATED FOR REMOVAL. SEE SITE PREPARATION SHEETSBT120-CSP101-BT120-CSP205.3.REFERENCE SOIL PREPARATION DETAIL 1 ON SHEETBT120-LPD201 FOR ALL LANDSCAPE AREAS EXCEPT FORHYDROSEEDED TURF.4.LIMIT OF PLANTING EQUALS LIMIT OF CONSTRUCTIONDISTURBANCE. EXISTING LANDSCAPE AREAS DISTURBED BYCONSTRUCTION SHALL MEET AND MATCH EXISTINGCONDITIONS UNLESS SHOWN OTHERWISE ON PLANS.5.ANY EXISTING IRRIGATION SYSTEMS IMPACTED BYCONSTRUCTION SHALL BE RESTORED.VMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMSFSFSF SFSFSFSF SFRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCS CSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGRGCSCSCS CSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSRGRGCECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECERGCECECECECECECECECECECECECECECECECECECECSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGKGKGKGKGKGKGKGKGKGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVMVMVMVDVDVDCGVDVDVDVDVDVDVDVDVDVDCGCGCGCGCGCGCGCGCGCGCSCSCSCSCSCSMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPSFSFSFSFSFSFSFMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGKGKGKGKGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECSCSCSCSCSCSCSCSCS CSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGKGKG KGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFKGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFVMRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPVMVMCGCGCGCGCGCGCGCGCGCGCGCGCGCGCSCSCSCSCSCSCSCSCSCSCEMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGNDNDNDNDNDNDNDNDNDNDSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSMRRGRGRGRGRGRGRGRGRGRGRGWRWRWRWRWRWRWRWRWRMRMRMRMRMRMRMRMRMRMRCGCGCGCGCGCGCSCSCSCSRGRGRGCGCGCGNDNDWRWRWRCGCGCGCGCSCSRGRGCGCGCGCGCGCGNDNDNDNDNDWRWRWRWRCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCSCSCSCSCSCSCSCSCSRGRGRGRGRGRGRGCGCGCGCGCGCGCGCGCGCGCGWRWRWRWRWRWRNDNDNDNDNDNDNDNDNDCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDWRWRWRWRCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGWRWRWRWRWRWRWRWRMRMRMRSFSFSFSFSFSFRGRGRGRGRGKGSFSFSFSFCGCGCGNDWRWRCGCGCGNDNDNDWRWRWRWRCSCSCSCSCSCSNDNDNDNDNDNDNDWRCSCSCSCSCSCSCGCGCGHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHS3LPD1014LPD101BLDGBUS BAY 7BUS BAY 6BUS BAY 5 BUS BAY 2BUS BAY 8BUS BAY 3BUS BAY 4BUS BAY 1NDNDNDNDNDNDNDNDNDNDNDNDND RGRGRGRG RGRG RGRGRGRG CGCG CGCGCGCGCGRGCGCGCSCSCSVDVDVDVDVDVDCSSFSFSFSFSFSFSFSFVDVDVDVDVDCGCGCGCGCGCGCGSFSFSFCGCGCGSFSFSFSFVMCGCGCGCGCGCGCGVDVDVDSFSFSFSFSFSFVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDMRMRMRMRMRMRMRMRVMCSCSCSSFSFMRMRSFCGCGMRSFSFSFSFSFSFSFSFCGMRMRCGCGCGCGCGRGRGRGCGCGCGCGCGVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGRGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSRGRGCECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECERGCECECECECECECECECECECECECECECECECECECECSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGKGKGKGKGKGKGKGKGKGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDVDVDVDVDVDVDVDVDVDVDVDVDVDVDRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCSCSVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFVMVMVMVMVMVMVDVDVDCGVDVDVDVDVDVDVDVDVDVDCGCGCGCGCGCGCGCGCGCGCSCSCSCSCSCSMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPSFSFSFSFSFSFSFMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGKGKGKGKGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFKGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSVMRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGCGCGCGWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPVMVMRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGVDVDVDVDVDVDVDVDVDVDVDVDVDVDVMVMVDVDVDVDVDVDVDVDVDVDVDVDVDVDVMVMVMVMCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSVMVMVMVMNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRWRWRWRWRWRCGCGCGCGCGCGCGCGCGCGCGCGCGCGVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGRGRGRGRGVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDRGRGRGRGRGRGRGRGVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDCECECECECECECECECECECECECECECECECECECECECECECECECSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGWRWRWRWRWRWRWRWRWRWRNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFWRWRSFVDMRMRMRMRMRMRNDNDNDNDNDNDWRWRWRWRWRWRWRNDNDNDNDNDNDNDRGRGRGRGRGRGRGRGCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCSRGCSCSCSCSCGCGCGCGCGCGCGCGCGRGRGRGRGRGRGRGRGRGCSCSCSCSCSCSCSCSCSMPMPMPMPMPMPMPMPMPMPMPMPMPMPNDNDNDVDVDVDNDNDNDMRMRMRMRMRMRVDVDCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFVDVDVDNDVDVDMRMRMRMRMRMRNDNDNDVDVDCGCGCGCGCGCGSFSFSFSFSFSFVDVDNDNDNDVDVDVDMRMRMRMRMRMRCGCGCGCGCGCGNDNDNDVDVDVDNDNDCGCGCGCGCGCGSFSFSFSFSFSFVDVDVDVDNDMRMRMRMRMRMRNDNDNDVDVDVDVDVDVDNDNDCGCGCGCGCGCGCGCGCGCGCGNDNDNDVDCGCGCGCGCGCGVDVDNDNDVDSFSFSFSFSFSFNDNDNDVDVDVDNDNDNDVDVDVDNDNDNDCSWRWRWRWRWRWRWRWRWRWRNDNDNDNDNDNDNDNDNDNDCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGRGRGRGRGRGRGRGRGRGRGCSCSCSCSCSCSCSCSCSCSCSCSRGRGRGRGRGCGCGCGCGCGCGCGCSCSCSCSCSCSCGCGCGCGCGCGNDNDNDNDNDNDWRWRWRWRWRCGCGCGCGCGCGCGCGCGCGRGCSRGRGRGRGCSCSCSNDCGCGCGCGWRWRNDNDCGCGCGCGCSCSRGRGRGCGCGCGCGCGCGCGCGCGCGCGWRWRWRWRWRWRWRNDNDNDNDNDNDWRWRWRWRWRNDWRWRWRWRNDNDNDNDNDNDNDNDNDNDNDSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFCSCSCSCSCSCSCSCSCSCSCSCSCSNDCEMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGNDNDNDNDNDNDNDNDNDNDSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSMRRGRGRGRGRGRGRGRGRGRGRGWRWRWRWRWRWRWRWRWRMRMRMRMRMRMRMRMRMRMRCGCGCGCGCGCGCGCGWRNDNDNDNDNDNDWRWRWRWRWRCGCGCGCGCGCGCGCSCSCSRGRGRGCGCGCGCGCGCGCGWRWRWRNDNDNDNDNDCGCGCGCGCGCGCGCSCSCSCSCSCSRGRGRGRGCGCGCGCGCGCGCGCGCGCGCSCSCSCSCSCSCSRGRGRGRGCGCGCGCGCGCGWRWRWRWRNDNDNDNDCGCGCGCGRGRGRGCSCSCSCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDWRWRWRWRWRWRWRCGCGCGCGCGCGCSCSCSCSRGRGRGCGCGCGNDNDWRWRWRCGCGCGCGCSCSRGRGCGCGCGCGCGCGCSCSCSNDNDNDNDNDWRWRWRWRCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCSCSCSCSCSCSCSCSCSRGRGRGRGRGRGRGCGCGCGCGCGCGCGCGCGCGCGWRWRWRWRWRWRNDNDNDNDNDNDNDNDNDCGCGCGCGCGCGNDWRNDNDNDNDWRWRWRWRCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDWRWRWRWRWRCSCSCSCSCSCGCGCGCGCGCGNDNDWRCSCSCSCSCSCSCSCSCSCSCSWRWRWRWRWRNDNDNDNDNDNDNDNDNDNDNDNDNDCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCSCSCSCSCSCSCSCGCGCGWRWRWRWRWRWRWRCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDWRWRWRWRCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRNDNDNDNDNDNDCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSRGSFSFSFCGCGCGCGCGCGCGCGCGRGMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGMRMRMRWRWRWRWRCGNDNDNDCSCSCSCSCSCSNDNDNDWRWRWRWRCSCSCSSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRCSMRMRMRMRMRMRCSCSCSMRMRCSCSCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGSFMRMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGMPMPVDVDVDMPVDVDVDMPVDVDVDMPVDVDVDVDVDVDVDVDVDVDVDVDCGCGCGCGCGCGCGCGMRMRMRMRMRMRMRMRMRMRSFSFSFSFSFSFSFSFCSCSCSCSCSCSMRCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSMRCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRCSCSCSCSCSVMVMVMVMVMVMMPMPMPCGCGCGCGCSCSCSCSCSCSCSCSCSCSVDVDSFSFSFSFSFCGCGCGCGSFSFSFCGCGSFSFSFSFSFSFRGRGRGRGRGKGCGSFSFSFSFCGCGCGNDWRWRCGCGCGNDNDNDWRWRWRWRCSCSCSCSCSCSNDNDNDNDNDNDNDWRCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRCGCGCGNDNDNDNDCSCSCSCSCSCSCSCSCSNDNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCSWRWRWRWRCGCGCGCGNDNDNDNDNDNDNDNDCGCGCGWRCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDCGCGCGCSCSCSCSCSCSCSCSCSCECECESFSFSFCECECESFSFSFCGCGCGNDNDNDNDWRWRWRWRWRCSCSCSCSCSCSCGCGCGCGCGCGCSCSCSCSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHS3LPD1012LPD1014LPD1013LPD1013LPD1014LPD1014LPD1014LPD1013LPD1012LPD1013LPD1014LPD101PLANTING SCHEDULE6LPD101 BUS SHELTERBUS SHELTER TTTTMHTMHTMH2VLTSHHTTMHGAZEBO4 BLRD3 BLRD 3 BLRD 2 BLRD 2 BLRD3 BLRDSHELTERCANOPYBLDGBLDGBLDGBLDG METAL POLEMETAL POLEMETAL POLE////SLSLFOFO SSHH2 BLRD3'6"4'8"2'4'5"3'1"2'11"3'3"BIKESTORAGE1.5' RET WALLPLANTER 1.5' RET WALLPLANTER2040SCALE IN FEET01020(1" = 20')STRIDE BUS RAPID TRANSITSOUTH RENTON TRANSIT CENTERBT105R. PARGAS04/12/2024J. ALTCHECH10/22/202404/12/2024LANDSCAPEPLANTING PLANS RENTON TRANSIT CENTERBT120-LPP205BT120T. WALKERT. WALKERL FRENCHL. FRENCH RTA/LR 0206-191"=20'NNo.DATEDSNCHKAPPREVISIONSUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:CONTRACT No.:FILENAME:SCALE:DRAWING No.:SHEET No.:REV:LINE IS 1" ATFULL SCALE DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:03/25/24 | 9:38 PM | WALKERT1C:\PWWORKING\JACOBS_B&I\JEG_WALKERT1\D0436120\S1-BT120-LPP201-205.DWGS1-BT120-LPP201-205FACILITY ID:NOT FOR CONSTRUCTION 90% SUBMITTALXrefs: xS1-BT120-CPP001 xS1-BT120-LPP001 xS1-BT120-CMP001 xBRT-CUD05-TB22x34 xS1-BT120-CLP001 SEAL-LBF1465 xS1-BT120-LPN101 xS1-BT120-CGP001 xS1-BT120-CDP001 xS1-BT120-LHP001 xS1-BT120-APP211 xS1-BT120-VSF100 xS1-BT120-LTP001STATE OF WASHINGTONLICENSED LANDSCAPE ARCHITECTNO. 1465 EXP. 12/03/24 LORCAN BRIAN FRENCHMATCHLINE:SEE DWG BT120-LPP104 MATCHLINE:SEE DWG BT120-LPP203MATCHLINE:SEE DWG BT120-LPP101102103201202203204205SW 7TH STRAINIERAVE SHARDIEAVE SWSR-167 SW GRADYWAY101104105KEY MAPLAKEAVE S106294 ROSA GYMNOCARPANANDINA DOMESTICA'FIREPOWER' 'DWARF'#NUMBER%PERCENT&AND@ ATABBVABBREVIATIONSACACRESALTALTERNATEAPPROXAPPROXIMATEB&B BALLED AND BURLAPPEDCAL CALIPERCLCENTER LINECLRCLEAR(ANCE)CONCCONCRETECONSTCONSTRUCTIONCONTCONTAINERCFCUBIC FEETCYCUBIC YARDSDIADIAMETERDWGSDRAWINGSEAEACHENGENGINEEREQEQUALEQUIVEQUIVALENTEXEXISTINGGALGALLONHTHEIGHTIDINSIDE DIAMETERLFLINEAR FEETMFRSMANUFACTURER'SMAXMAXIMUMMINMINIMUMOCON CENTERQTYQUANTITYROWRIGHT-OF-WAYSCHSCHEDULESPEC SPECIFICATIONSQSQUARESQ FTSQUARE FEETSYMSYMBOLTYPTYPICAL23SNOW GOOSE CHERRYPRUNUS SERRULATA 'SNOW GOOSE'COLUMNAR NORWAY MAPLEACER PLATANOIDES 'COLUMNARE'BALDHIP ROSEDWARF NANDINA 'FIREPOWER'EXISTING TREES TO REMAINREINFORCED LAWN INSTALLATIONTREESSHRUBS / PERENNIALS1.WHERE QUANTITIES ARE NOT SHOWN IN THE PLANT SCHEDULE,IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEQUANTITIES REQUIRED TO MEET THE SPECIFIED PLANTSPACING, PERCENTAGES LISTED INDICATE PERCENTAGE OFTOTAL PLANTING AREA TO RECEIVE PLANTING MATERIALS.2.BRING ANY DISCREPANCIES WITH THE DWGS AND/OR SPECS &SITE CONDITIONS TO THE ATTENTION OF OWNER'S REP PRIORTO PROCEEDING WITH CONSTRUCTION.3.LOCATE UTILITIES PRIOR TO BEGINNING CONSTRUCTION.4.VERIFY ALL GRADES WITH THE OWNER'S REP BEFORECOMMENCEMENT OF PLANTING & SEEDING:a.ALL GRADES SHALL FLOW SMOOTHLY INTO ONE ANOTHERWITH NO ABRUPT TRANSITIONS AND PRODUCE POSITIVESTORMWATER DRAINAGE.b.THE CONTRACTOR IS RESPONSIBLE FOR ANY ADVERSEDRAINAGE CONDITIONS THAT MAY AFFECT PLANT GROWTHUNLESS THE CONTRACOR CONTACTS THE OWNER'SREPRESENTATIVE IMMEDIATELY, INDICATING ANY POSSIBLEPROBLEM.5.FIELD STAKE OR DEMARCATE PLANTING LOCATIONS FOROWNER'S REPRESENTATIVE REVIEW AND APPROVAL PRIOR TOINSTALLATION.6.COORDINATE PLANTING LOCATIONS WITH SPRINKLER HEADLOCATIONS TO AVOID ANY CONFLICTS.7.ENSURE LAWN AND PLANT MATERIAL RECEIVE ADEQUATEWATER THROUGHOUT ONE (1) YEAR GUARANTEE PERIOD FORPLANT ESTABLISHMENT, SEE SPECS.8.INSTALL SHRUBS AND GROUNDCOVERS IN A TRIANGULARPATTERN PER DETAIL 5/LPD101 AT SPACING SHOWN IN THEPLANT SCHEDULE.9.GROUNDCOVER PLANTS MUST BE INSTALLED AT A DENSITYTHAT WILL COVER THE PLANTING AREA WITHIN 3 YEARS.10.TREE LOCATIONS SHOWN ON PLANTING PLANS AREAPPROXIMATE; STAKE ALL TREE LOCATIONS IN THE FIELD FOROWNER'S REP REVIEW AND APPROVAL PRIOR TO PLANTING; IFFIELD ADJUSTMENTS ARE NECESSARY THE FOLLOWING MINSETBACKS FOR CENTERLINE OF TREE TRUNKS TO EDGE OFDRIVEWAY, FACE OF CURB OR INTERSECTION AND TO CENTEROF ALL OTHERS SHOWN APPLY:A.STREET AND PEDESTRIAN LIGHTS15'B.DRIVEWAYS10'C.INTERSECTIONS (FROM FACE OF CURB)30'D.UNDERGROUND SEWER & WATER LINES5'E.UNDERGROUND GAS LINES1'F.UNDERGROUND HIGH PRESSURE GAS LINES3'G.UTILITY/POWER POLES5'H.UNDERGROUND FIBER CABLE2'I.OTHER TREES15'J.FACE OF CURB3'K.HYDRANT5'31VMCORNUS SERICEA 'KELSEYI'KELSEY'S DWARF RED-OSIER DOGWOODGROUNDCOVERSFRANGARIA CHILOENSISBEACH STRAWBERRYARCTOSTAPHYLOS UVA-URSIKINNIKINNICKPYRAMIDAL EUROPEAN HORNBEAMCARPINUS BETULUS 'FASTIGIATA'3INCENSE CEDARCALOCEDRUS DECURRENS12VINE MAPLEACER CIRCINATUM77NDRGCGMRSFCSVDMAHONIA REPENSCREEPING OREGON GRAPEPOLYSTICHUM MUNITUMSWORD FERNCALOMAGROSTIS X ACUTIFLORA'KARL FOERSTER'FEATHER REED GRASSWRCISTUS X HYBRIDUSWHITE ROCKROSEVIBURNUM DAVIDIIDAVIDII VIBURNUMCAREX ELATA 'AUREA'BOWLES GOLDEN SEDGEREINFORCEMENT SYSTEM TBDCESHORE PINEPINUS CONTORTA31CORNUS SERICEA 'KELSEY'S GOLD'KELSEY'S GOLD DWARFKGJAPANESE SNOWBELLSTYRAX JAPONICA99AMERICAN TILIATILIA AMERICANA 'REDMOND'MPPINUS MUGO 'DWARF'DWARF MUGO PINEBIORETENTION - BOTTOMCAREX DEWEYANADEWYEY'S SEDGEBIORETENTION - SLOPECORNUS STOLONIFERA 'KELSEYI'CAREX OBNUPTASLOUGH SEDGECAREX TESTACEAORANGE NEW ZEALAND SEDGEJUNCUS EFFUSES VAR.SOFT RUSHKELSEY DOGWOODSPIRAEA BETULIFOLIA 'TOR'WHITE SPIREAIRIS TENAXOREGON IRISHELICTOTRICHON SEMPERVIRENSBLUE OAT GRASSHS1 GAL. CONTAINER PLANTED AT 24" OC1 GAL. CONTAINER PLANTED AT 24" OC1 GAL. CONTAINER PLANTED AT 24" OC1 GAL. CONTAINER PLANTED AT 24" OC1 GAL. CONTAINER PLANTED AT 24" OC1 GAL. CONTAINER PLANTED AT 24" OC1 GAL. CONTAINER PLANTED AT 24" OC21368461076503364894585469439265128219961222" CAL; B&B/ 16" FABRIC BAG; STRAIGHT TRUNK, ANDWELL ROOTED; SYMMETRICAL, FULL & WELL BRANCHED;MIN 6'-0" HT BRANCHING CLEARANCE FOR TREESPLANTED NEXT TO WALKWAYS2" CAL; B&B/ 16" FABRIC BAG; STRAIGHT TRUNK, ANDWELL ROOTED; SYMMETRICAL, FULL & WELL BRANCHED;MIN 6'-0" HT BRANCHING CLEARANCE FOR TREESPLANTED NEXT TO WALKWAYS1.5" CAL, B&B; FULL, WELL BRANCHED, & WELL ROOTED6-8 FT HT, B&B; FULL, WELL BRANCHED, & WELL ROOTED2" CAL; B&B/ 16" FABRIC BAG; STRAIGHT TRUNK, ANDWELL ROOTED; SYMMETRICAL, FULL & WELL BRANCHED;MIN 6'-0" HT BRANCHING CLEARANCE FOR TREESPLANTED NEXT TO WALKWAYS6-8 FT. HT., B&B; FULL, WELL BRANCHED, & WELLROOTED2" CAL; B&B/ 16" FABRIC BAG; STRAIGHT TRUNK, ANDWELL ROOTED; SYMMETRICAL, FULL & WELL BRANCHED;MIN 6'-0" HT BRANCHING CLEARANCE FOR TREESPLANTED NEXT TO WALKWAYS2" CAL; B&B/ 16" FABRIC BAG; STRAIGHT TRUNK, ANDWELL ROOTED; SYMMETRICAL, FULL & WELL BRANCHED;MIN 6'-0" HT BRANCHING CLEARANCE FOR TREESPLANTED NEXT TO WALKWAYS2 GAL. CONTAINER PLANTED AT 4' OC2 GAL. CONTAINER PLANTED AT 4' OC2 GAL. CONTAINER PLANTED AT 4' OC1 GAL. CONTAINER PLANTED AT 24" OC1 GAL. CONTAINER PLANTED AT 24" OC2 GAL. CONTAINER PLANTED AT 3' O.C.2 GAL. CONTAINER PLANTED AT 3' OC2 GAL. CONTAINER PLANTED AT 3' O.C.2 GAL. CONTAINER PLANTED AT 4' OC2 GAL. CONTAINER PLANTED AT 4' OC2 GAL. CONTAINER PLANTED AT 3' OC2 GAL. CONTAINER PLANTED AT 4' OC2 GAL. CONTAINER PLANTED AT 6' OC2 GAL. CONTAINER PLANTED AT 3' OC15702 SF2593 SF7747 SFPLANTING SCHEDULE:SYMQTYSCIENTIFIC NAMECOMMON NAMESIZE / REMARKSLEGEND:PLANTING NOTES:PLANTING ABBREVIATIONS:SYMQTYSCIENTIFIC NAMECOMMON NAMESIZE / REMARKS162 (25%)162 (25%)162 (25%)162 (25%)775 (40%)581 (30%)581 (30%)STRIDE BUS RAPID TRANSITSOUTH RENTON TRANSIT CENTERBT105R. PARGAS04/12/2024J. ALTCHECH10/22/202404/12/2024LANDSCAPEPLANTING SCHEDULE S RENTON TRANSIT CENTERBT120-LPS201BT120T. WALKERT. WALKERL FRENCHL. FRENCH RTA/LR 0206-19NTSNo.DATEDSNCHKAPPREVISIONSUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:CONTRACT No.:FILENAME:SCALE:DRAWING No.:SHEET No.:REV:LINE IS 1" ATFULL SCALE DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:03/25/24 | 9:38 PM | WALKERT1C:\PWWORKING\JACOBS_B&I\JEG_WALKERT1\D0436120\S1-BT120-LPP201-205.DWGS1-BT120-LPP201-205FACILITY ID:NOT FOR CONSTRUCTION 90% SUBMITTALXrefs: xS1-BT120-CPP001 xS1-BT120-LPP001 xS1-BT120-CMP001 xBRT-CUD05-TB22x34 xS1-BT120-CLP001 SEAL-LBF1465 xS1-BT120-LPN101 xS1-BT120-CGP001 xS1-BT120-CDP001 xS1-BT120-LHP001 xS1-BT120-APP211 xS1-BT120-VSF100 xS1-BT120-LTP001STATE OF WASHINGTONLICENSED LANDSCAPE ARCHITECTNO. 1465 EXP. 12/03/24 LORCAN BRIAN FRENCH295 MULCH - 4" MIN DEPTH,TAPER TO ROOT COLLARTREE, TYPPLANTING SOIL ORTOPSOIL TYPE AFLUSHROOT COLLARPLANTING SOIL COMPACTED TO 90%MAX DRY DENSITY UNDER ROOT BALLSLOPE AS REQUIRED TO AVOID UNDERMININGSIDEWALK, CURB AND BASE COURSEUNDISTURBED EX SOIL OR SOIL COMPACTED TO 85% MAX DRYDENSITY; VERIFY POSITIVE DRAINAGE PRIOR TO CONSTRUCTION24" DEPTH ROOTBARRIER, TYPSIDEWALK WITHBASE COURSE,SEE CIVIL DWGSVARIES2'-0" MINBRANCHINGCLEARANCE 2" DIA, 8' LONG DOUG-FIR STAKE TO BELOCATED OUTSIDE ROOTBALL; MIN 1'EMBEDMENT INTO UNDISTURBED SOILARBOR TIES, DO NOT OVERTIGHTEN1'-0" MINGRASS PAVER UNITS FILLED WITH TOPSOILAND INSTALLED IN ACCORDANCE TO THEMANUFACTURES PRODUCT/INSTALLATIONSHEET.8" MIN SUB-BASE FORPAVER SYSTEMCOMPACTED SUBGRADEGEOTEXTILE FOR PAVER SYSTEM18" LAP OF GEOTEXTILE EDGES OR ASSPECIFIED BY THE MANUFACTURE,WHICHEVER IS GREATER1/2" TOPSOIL AND SEEDED PER SPECSECTION 32 92 00STEP 1STEP 2STEP 4STEP 5STEP 3SEE NOTE 2 MULCHLEVEL WITH TOPOF ADJACENTCURB OR PAVINGUNDISTURBEDEXIST NATIVESOIL OR EXISTNATIVE SOILCOMPACTEDTO 85% MAXDRY DENSITYNOTES:1.ALL DIMENSIONS INDICATE COMPACTED DEPTHS TO 85% MAX DRY DENSITYIN SOUND TRANSIT AREAS. TOPSOIL TYPE A FOR ALL WSDOT AREAS TOREMAIN UNCOMPACTED.2.VERIFY UTILITY LOCATIONS BEFORE SOIL PREPARATION TO AVOID ANYCONFLICTS. PROTECT EXISTING UTILITIES AS REQUIRED.3.MEDIUM WOOD CHIP MULCH SHALL BE INSTALLED TO A 4" DEPTH.10"SCARIFIED SUBGRADEPLANTING SOIL ORTOPSOIL TYPE ATREE, SHRUB, OR GROUNDCOVER22"6"6"6"STEP 1:EXCAVATE SOIL BELOWADJACENT CURB OR PAVING;AVOID UNDERMININGADJACENT CURB OR PAVINGBASE COURSE MATERIAL.STEP 2:SCARIFY SUBGRADE TO 10".STEP 3:INSTALL PLANTING SOIL ORTOPSOIL TYPE A IN EQUALLIFTS OF 6".STEP 4:INSTALL TREE, SHRUB, ORGROUNDCOVER.STEP 5:INSTALL 4" DEPTH MEDIUMWOOD CHIP MULCH.4"ROOTBALLDEPTHPLANTING HOLE TO BE 6" LARGERTHAN DIA OF ROOTBALL FORGROUNDCOVER, 12" LARGER THAN DIAOF ROOTBALL FOR SHRUBS4" DEPTH MEDIUM WOOD CHIP MULCH INSHRUB PLANTING AREASFINISH GRADE PRIOR TO PLACINGMEDIUM WOOD CHIP MULCHLIGHTLY SCARIFY ROOTBALL TOLOOSEN ROOTS PRIOR TO PLANTING1:1 SLOPE ON SIDES OFPLANTING HOLEBACKFILL WITH 2/3 PLANTING SOILOR TOPSOIL TYPE A & 1/3 EX SOILUNDISTURBED EX SOIL OR SOILCOMPACTED TO 85% MAX DRYDENSITY; VERIFY POSITIVE DRAINAGEPRIOR TO CONSTRUCTIONTOP OF ROOT CROWN TO BEFLUSH WITH FINISH GRADESECTIONCURB, SIDEWALKOR PAVING EDGESPECIFIED TRIANGULAR SPACING,SEE PLANTING SCHEDULECENTER OF GROUNDCOVEROR SHRUB PLANTS, TYP1/2 SPECIFIED SPACING UNLESSOTHERWISE SHOWN ON PLANSOR SCHEDULEPLANSTRIDE BUS RAPID TRANSITSOUTH RENTON TRANSIT CENTERBT105R. PARGAS04/12/2024J. ALTCHECH10/22/202404/12/2024LANDSCAPEPLANTING DETAILSS RENTON TRANSIT CENTERBT120-LPD101BT120T. WALKERT. WALKERL. FRENCHL. FRENCH RTA/LR 0206-19NTSNo.DATEDSNCHKAPPREVISIONSUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:CONTRACT No.:FILENAME:SCALE:DRAWING No.:SHEET No.:REV:LINE IS 1" ATFULL SCALE DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:03/25/24 | 9:39 PM | WALKERT1C:\PWWORKING\JACOBS_B&I\JEG_WALKERT1\D0436120\S1-BT120-LPP201-205.DWGS1-BT120-LPP201-205FACILITY ID:NOT FOR CONSTRUCTION 90% SUBMITTALXrefs: xS1-BT120-CPP001 xS1-BT120-LPP001 xS1-BT120-CMP001 xBRT-CUD05-TB22x34 xS1-BT120-CLP001 SEAL-LBF1465 xS1-BT120-LPN101 xS1-BT120-CGP001 xS1-BT120-CDP001 xS1-BT120-LHP001 xS1-BT120-APP211 xS1-BT120-VSF100 xS1-BT120-LTP001SOIL PREPARATION IN SHRUB AND GROUNDCOVER AREASSCALE: NTS1-DECIDUOUS TREE PLANTINGSCALE: NTS3-SHRUB AND GROUNDCOVER PLANTINGSCALE: NTS4-SHRUB AND GROUNDCOVER LAYOUTSCALE: NTS5-GRASS PAVER INSTALLATION IN REINFORCED LAWN AREASSCALE: NTS2-STATE OF WASHINGTONLICENSED LANDSCAPE ARCHITECTNO. 1465 EXP. 12/03/24 LORCAN BRIAN FRENCHPLANTER SOIL PREPARATION (PLACEHOLDER)SCALE: NTS6-296 S GRADY WAYLAKE AVE S RAINIER AVE S ^^^^^^^^^^^^^^^^^^^^^^^HARDIE AVE SW ////////////////EE36'4" DP6'3" DP6'7" DP2'2" DP3'11" DP3'6"4'8"8'11"(TYP.)ED(TYP.)6" TREE30' DLN1.5' RET WALLPLANTER1.5' RET WALLPLANTERS GRADY WAYLAKE AVE SRAINIER AVE S RAINIER AVE SNDNDNDNDNDNDNDNDNDNDNDNDNDRGRGRGRGRGRGRGRGRGRGCGCGCGCGCGCGCGRGCGCGCSCSCSVDVDVDVDVDVDCSSFSFSFSFSFSFSFSFVDVDVDVDVDCGCGCGCGCGCGCGSFSFSFCGCGCGSFSFSFSFVMCGCGCGCGCGCGCGVDVDVDSFSFSFSFSFSFVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDMRMRMRMRMRMRMRMRVMCSCSCSSFSFMRMRSFCGCGMRSFSFSFSFSFSFSFSFCGMRMRCGCGCGCGCGRGRGRGCGCGCGCGCGVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGRGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSRGRGCECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECERGCECECECECECECECECECECECECECECECECECECECSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGKGKGKGKGKGKGKGKGKGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDVDVDVDVDVDVDVDVDVDVDVDVDVDVDRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCSCSVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFVMVMVMVMVMVMVDVDVDCGVDVDVDVDVDVDVDVDVDVDCGCGCGCGCGCGCGCGCGCGCSCSCSCSCSCSMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPSFSFSFSFSFSFSFMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGKGKGKGKGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFKGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSVMRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGCGCGCGWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPVMVMRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGVDVDVDVDVDVDVDVDVDVDVDVDVDVDVMVMVDVDVDVDVDVDVDVDVDVDVDVDVDVDVMVMVMVMCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSVMVMVMVMNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRWRWRWRWRWRCGCGCGCGCGCGCGCGCGCGCGCGCGCGVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGRGRGRGRGVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDRGRGRGRGRGRGRGRGVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDCECECECECECECECECECECECECECECECECECECECECECECECECSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGWRWRWRWRWRWRWRWRWRWRNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFWRWRSFVDMRMRMRMRMRMRNDNDNDNDNDNDWRWRWRWRWRWRWRNDNDNDNDNDNDNDRGRGRGRGRGRGRGRGCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCSRGCSCSCSCSCGCGCGCGCGCGCGCGCGRGRGRGRGRGRGRGRGRGCSCSCSCSCSCSCSCSCSMPMPMPMPMPMPMPMPMPMPMPMPMPMPNDNDNDVDVDVDNDNDNDMRMRMRMRMRMRVDVDCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFVDVDVDNDVDVDMRMRMRMRMRMRNDNDNDVDVDCGCGCGCGCGCGSFSFSFSFSFSFVDVDNDNDNDVDVDVDMRMRMRMRMRMRCGCGCGCGCGCGNDNDNDVDVDVDNDNDCGCGCGCGCGCGSFSFSFSFSFSFVDVDVDVDNDMRMRMRMRMRMRNDNDNDVDVDVDVDVDVDNDNDCGCGCGCGCGCGCGCGCGCGCGNDNDNDVDCGCGCGCGCGCGVDVDNDNDVDSFSFSFSFSFSFNDNDNDVDVDVDNDNDNDVDVDVDNDNDNDCSWRWRWRWRWRWRWRWRWRWRNDNDNDNDNDNDNDNDNDNDCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGRGRGRGRGRGRGRGRGRGRGCSCSCSCSCSCSCSCSCSCSCSCSRGRGRGRGRGCGCGCGCGCGCGCGCSCSCSCSCSCSCGCGCGCGCGCGNDNDNDNDNDNDWRWRWRWRWRCGCGCGCGCGCGCGCGCGCGRGCSRGRGRGRGCSCSCSNDCGCGCGCGWRWRNDNDCGCGCGCGCSCSRGRGRGCGCGCGCGCGCGCGCGCGCGCGWRWRWRWRWRWRWRNDNDNDNDNDNDWRWRWRWRWRNDWRWRWRWRNDNDNDNDNDNDNDNDNDNDNDSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFCSCSCSCSCSCSCSCSCSCSCSCSCSNDCEMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGNDNDNDNDNDNDNDNDNDNDSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSMRRGRGRGRGRGRGRGRGRGRGRGWRWRWRWRWRWRWRWRWRMRMRMRMRMRMRMRMRMRMRCGCGCGCGCGCGCGCGWRNDNDNDNDNDNDWRWRWRWRWRCGCGCGCGCGCGCGCSCSCSRGRGRGCGCGCGCGCGCGCGWRWRWRNDNDNDNDNDCGCGCGCGCGCGCGCSCSCSCSCSCSRGRGRGRGCGCGCGCGCGCGCGCGCGCGCSCSCSCSCSCSCSRGRGRGRGCGCGCGCGCGCGWRWRWRWRNDNDNDNDCGCGCGCGRGRGRGCSCSCSCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDWRWRWRWRWRWRWRCGCGCGCGCGCGCSCSCSCSRGRGRGCGCGCGNDNDWRWRWRCGCGCGCGCSCSRGRGCGCGCGCGCGCGCSCSCSNDNDNDNDNDWRWRWRWRCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCSCSCSCSCSCSCSCSCSRGRGRGRGRGRGRGCGCGCGCGCGCGCGCGCGCGCGWRWRWRWRWRWRNDNDNDNDNDNDNDNDNDCGCGCGCGCGCGNDWRNDNDNDNDWRWRWRWRCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDWRWRWRWRWRCSCSCSCSCSCGCGCGCGCGCGNDNDWRCSCSCSCSCSCSCSCSCSCSCSWRWRWRWRWRNDNDNDNDNDNDNDNDNDNDNDNDNDCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCSCSCSCSCSCSCSCGCGCGWRWRWRWRWRWRWRCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDWRWRWRWRCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRNDNDNDNDNDNDCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSRGSFSFSFCGCGCGCGCGCGCGCGCGRGMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGMRMRMRWRWRWRWRCGNDNDNDCSCSCSCSCSCSNDNDNDWRWRWRWRCSCSCSSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRCSMRMRMRMRMRMRCSCSCSMRMRCSCSCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGSFMRMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGMPMPVDVDVDMPVDVDVDMPVDVDVDMPVDVDVDVDVDVDVDVDVDVDVDVDCGCGCGCGCGCGCGCGMRMRMRMRMRMRMRMRMRMRSFSFSFSFSFSFSFSFCSCSCSCSCSCSMRCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSMRCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRCSCSCSCSCSVMVMVMVMVMVMMPMPMPCGCGCGCGCSCSCSCSCSCSCSCSCSCSVDVDSFSFSFSFSFCGCGCGCGSFSFSFCGCGSFSFSFSFSFSFRGRGRGRGRGKGCGSFSFSFSFCGCGCGNDWRWRCGCGCGNDNDNDWRWRWRWRCSCSCSCSCSCSNDNDNDNDNDNDNDWRCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRCGCGCGNDNDNDNDCSCSCSCSCSCSCSCSCSNDNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCSWRWRWRWRCGCGCGCGNDNDNDNDNDNDNDNDCGCGCGWRCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDCGCGCGCSCSCSCSCSCSCSCSCSCECECESFSFSFCECECESFSFSFCGCGCGNDNDNDNDWRWRWRWRWRCSCSCSCSCSCSCGCGCGCGCGCGCSCSCSCSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHS//////////////////////////////////////////////MBFCRFBBBB TBKKKKKBRRBKBMMKGK TTKKKKMMMMKKMML BBBBBBBBBBBB LAAAAA MKKK KGMMLBBBBB DBAABBBRBAMTBABAABBKMKKKKKMMMLMLMMMMMMMTLBKBLKKKBKGBBKMMMKLMLGMLMKKBKMLMMMYBMMMMMTMKKKBBKBBBMBKTTMMMMMMMM MMMMMMMKMMMMMMMMMMMMMMMMTBBBABBBBTTTTBBTMBLMMMMMMMMMMMMMKTMLBTTTTTTTTTTTTTTTTTTTTTTGBBBBBBKKKLMKKMMMTMMMMMMMMMMMMMMMMMMMMMMTMMTMMMMMMKMMBBBBBBBBBBBBBBBBBBBBBBBBBKMMMMMMMMKKKMMMMMMMMMMMMTTTTTTBBBBBBBBBBAAAAAABAAAMMMMMKM2BF2MVFSFSC2RFMK426.9112"129.6112"510.11"618.71"320.0112"722.0112"824.7112"10 8.241"1227.5112"1325.4112"1424.4112"1523.5112"1624.3112"1736.8112"1814.41"1925.0112"2030.3112"212.241"2-124.5112"2-224.8112"3"1127.4112"912.71"BBKM TTTMMT T T3-14.481"POC3-22.941"3-33.01"3-48.121"210.91"DS GRADY WAY LAKE AVE S RAINIER AVE S SW 7TH STS 7TH ST^^^HARDIE AVE SW METAL POLEMETAL POLEMETAL POLE////36'4" DP6'3" DP6'7" DP2'2" DP 3'11" DP3'6"4'8"8'11"1'7"2'6'9"4'5"(TYP.)ED(TYP.)6" TREE30' DLN1.5' RET WALLPLANTER 1.5' RET WALLPLANTERS GRADY WAY LAKE AVE SRAINIER AVE S RAINIER AVE SNDNDNDNDNDNDNDNDNDNDNDNDNDRGRGRGRGRGRGRGRGRGRGCGCGCGCGCGCGCGRGCGCGCSCSCSVDVDVDVDVDVDCSSFSFSFSFSFSFSFSFVDVDVDVDVDCGCGCGCGCGCGCGSFSFSFCGCGCGSFSFSFSFVMCGCGCGCGCGCGCGVDVDVDSFSFSFSFSFSFVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDMRMRMRMRMRMRMRMRVMCSCSCSSFSFMRMRSFCGCGMRSFSFSFSFSFSFSFSFCGMRMRCGCGCGCGCGRGRGRGCGCGCGCGCGVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGRGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSRGRGCECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECERGCECECECECECECECECECECECECECECECECECECECSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGKGKGKGKGKGKGKGKGKGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDVDVDVDVDVDVDVDVDVDVDVDVDVDVDRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCSCSVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFVMVMVMVMVMVMVDVDVDCGVDVDVDVDVDVDVDVDVDVDCGCGCGCGCGCGCGCGCGCGCSCSCSCSCSCSMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPSFSFSFSFSFSFSFMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGKGKGKGKGCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFKGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSVMRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGCGCGCGWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPVMVMRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGVDVDVDVDVDVDVDVDVDVDVDVDVDVDVMVMVDVDVDVDVDVDVDVDVDVDVDVDVDVDVMVMVMVMCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSVMVMVMVMNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRWRWRWRWRWRCGCGCGCGCGCGCGCGCGCGCGCGCGCGVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGRGRGRGRGVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDRGRGRGRGRGRGRGRGVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDCECECECECECECECECECECECECECECECECECECECECECECECECSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGWRWRWRWRWRWRWRWRWRWRNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFWRWRSFVDMRMRMRMRMRMRNDNDNDNDNDNDWRWRWRWRWRWRWRNDNDNDNDNDNDNDRGRGRGRGRGRGRGRGCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCSRGCSCSCSCSCGCGCGCGCGCGCGCGCGRGRGRGRGRGRGRGRGRGCSCSCSCSCSCSCSCSCSMPMPMPMPMPMPMPMPMPMPMPMPMPMPNDNDNDVDVDVDNDNDNDMRMRMRMRMRMRVDVDCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFVDVDVDNDVDVDMRMRMRMRMRMRNDNDNDVDVDCGCGCGCGCGCGSFSFSFSFSFSFVDVDNDNDNDVDVDVDMRMRMRMRMRMRCGCGCGCGCGCGNDNDNDVDVDVDNDNDCGCGCGCGCGCGSFSFSFSFSFSFVDVDVDVDNDMRMRMRMRMRMRNDNDNDVDVDVDVDVDVDNDNDCGCGCGCGCGCGCGCGCGCGCGNDNDNDVDCGCGCGCGCGCGVDVDNDNDVDSFSFSFSFSFSFNDNDNDVDVDVDNDNDNDVDVDVDNDNDNDCSWRWRWRWRWRWRWRWRWRWRNDNDNDNDNDNDNDNDNDNDCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGRGRGRGRGRGRGRGRGRGRGCSCSCSCSCSCSCSCSCSCSCSCSRGRGRGRGRGCGCGCGCGCGCGCGCSCSCSCSCSCSCGCGCGCGCGCGNDNDNDNDNDNDWRWRWRWRWRCGCGCGCGCGCGCGCGCGCGRGCSRGRGRGRGCSCSCSNDCGCGCGCGWRWRNDNDCGCGCGCGCSCSRGRGRGCGCGCGCGCGCGCGCGCGCGCGWRWRWRWRWRWRWRNDNDNDNDNDNDWRWRWRWRWRNDWRWRWRWRNDNDNDNDNDNDNDNDNDNDNDSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFCSCSCSCSCSCSCSCSCSCSCSCSCSNDCEMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGNDNDNDNDNDNDNDNDNDNDSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSMRRGRGRGRGRGRGRGRGRGRGRGWRWRWRWRWRWRWRWRWRMRMRMRMRMRMRMRMRMRMRCGCGCGCGCGCGCGCGWRNDNDNDNDNDNDWRWRWRWRWRCGCGCGCGCGCGCGCSCSCSRGRGRGCGCGCGCGCGCGCGWRWRWRNDNDNDNDNDCGCGCGCGCGCGCGCSCSCSCSCSCSRGRGRGRGCGCGCGCGCGCGCGCGCGCGCSCSCSCSCSCSCSRGRGRGRGCGCGCGCGCGCGWRWRWRWRNDNDNDNDCGCGCGCGRGRGRGCSCSCSCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDWRWRWRWRWRWRWRCGCGCGCGCGCGCSCSCSCSRGRGRGCGCGCGNDNDWRWRWRCGCGCGCGCSCSRGRGCGCGCGCGCGCGCSCSCSNDNDNDNDNDWRWRWRWRCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCSCSCSCSCSCSCSCSCSRGRGRGRGRGRGRGCGCGCGCGCGCGCGCGCGCGCGWRWRWRWRWRWRNDNDNDNDNDNDNDNDNDCGCGCGCGCGCGNDWRNDNDNDNDWRWRWRWRCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDWRWRWRWRWRCSCSCSCSCSCGCGCGCGCGCGNDNDWRCSCSCSCSCSCSCSCSCSCSCSWRWRWRWRWRNDNDNDNDNDNDNDNDNDNDNDNDNDCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCSCSCSCSCSCSCSCGCGCGWRWRWRWRWRWRWRCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDWRWRWRWRCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRNDNDNDNDNDNDCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSRGSFSFSFCGCGCGCGCGCGCGCGCGRGMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGMRMRMRWRWRWRWRCGNDNDNDCSCSCSCSCSCSNDNDNDWRWRWRWRCSCSCSSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRCSMRMRMRMRMRMRCSCSCSMRMRCSCSCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGSFMRMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCSCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGMPMPVDVDVDMPVDVDVDMPVDVDVDMPVDVDVDVDVDVDVDVDVDVDVDVDCGCGCGCGCGCGCGCGMRMRMRMRMRMRMRMRMRMRSFSFSFSFSFSFSFSFCSCSCSCSCSCSMRCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSMRCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRMRMRMRMRMRCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRMRMRMRMRCSCSCSCSCSVMVMVMVMVMVMMPMPMPCGCGCGCGCSCSCSCSCSCSCSCSCSCSVDVDSFSFSFSFSFCGCGCGCGSFSFSFCGCGSFSFSFSFSFSFRGRGRGRGRGKGCGSFSFSFSFCGCGCGNDWRWRCGCGCGNDNDNDWRWRWRWRCSCSCSCSCSCSNDNDNDNDNDNDNDWRCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRCGCGCGNDNDNDNDCSCSCSCSCSCSCSCSCSNDNDNDNDNDNDNDNDNDWRWRWRWRWRWRWRWRWRWRCSCSCSCSCSCSCSCSCSCSWRWRWRWRCGCGCGCGNDNDNDNDNDNDNDNDCGCGCGWRCSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGNDNDNDNDCGCGCGCSCSCSCSCSCSCSCSCSCECECESFSFSFCECECESFSFSFCGCGCGNDNDNDNDWRWRWRWRWRCSCSCSCSCSCSCGCGCGCGCGCGCSCSCSCSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHS////////////////MBFCRF BBBBTBKKKKKBRRBKBMMKGKTTKKKKMMMMKKMMLBBBBBBBBBBBBLAAAAAMKKKKGMMLBBBBBDBAABBBRBAMTBABAABBKMKKKKKMMMLMLMMMMMMMTLBKBLKKKBKGBBKMMMKLMLGMLMKKBKMLMMMYBMMMMMTMKKKBBKBBBMBKTTMMMMMMMMMMMMMMMKMMMMMMMMMMMMMMMMTBBBABBBB TTTTBBTMBLMMMMMMMMMMMMMKTMLBTTTTTTTTTTTTTTTTTTTTTTGBBBBBBKKKLMKKMMMTMMMMMMMMMMMMMMMMMMMMMMTMMTMMMMMMKMMBBBBBBBBBBBBBBBBBBBBBBBBBKMMMMMMMMKKKMMMMMMMMMMMMTTTTTTBBBBBBBBBBAAAAAABAAAMMMMMKM2BF2MVFSFSC2RFMK426.9112"129.6112"510.11"618.71"320.0112"722.0112"824.7112"108.241"1227.5112"1325.4112"1424.4112"1523.5112"1624.3112"1736.8112"1814.41"1925.0112"2030.3112"212.241"2-124.5112"2-224.8112"3"1127.4112"912.71"BBKMTTTMMT T T3-14.481"POC3-22.941"3-33.01"3-48.121"210.91"DSTRIDE BUS RAPID TRANSITSOUTH RENTON TRANSIT CENTERBT105R. PARGAS04/12/2024J. ALTCHECH10/22/202404/12/2024LANDSCAPEIRRIGATION GENERAL NOTESS RENTON TRANSIT CENTERBT120-LRN101BT120A. KRINGELA. KRINGELL. FRENCHL. FRENCH--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------RTA/LR 0206-191"=60'No.DATEDSNCHKAPPREVISIONSUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:CONTRACT No.:FILENAME:SCALE:DRAWING No.:SHEET No.:REV:LINE IS 1" ATFULL SCALE DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:03/25/24 | 9:41 PM | WALKERT1C:\PWWORKING\JACOBS_B&I\JEG_WALKERT1\D0436120\S1-BT120-LRP101-107.DWGS1-BT120-LRP101-107FACILITY ID:NOT FOR CONSTRUCTION 90% SUBMITTALXrefs: xS1-BTP120-CPP001 xS1-BTP120-CMP001 xBRT-CUD05-TB22x34 xS1-BTP120-VSF100 xS1-BT120-LPP001 SEAL-LBF1465 xS1-BT120-LRN101 xS1-BT120-LRP001 xS1-BT120-VRX001 xS1-BT120-LHP001STATE OF WASHINGTONLICENSED LANDSCAPE ARCHITECTNO. 1465 EXP. 12/03/24 LORCAN BRIAN FRENCHSR-167 S GRADY WAYHARDIE AVE SWRAINIER AVE SLAKE AVE SN SW 7TH STRAINIERAVE SHARDIEAVE SWSR-167KEY MAPSW GRADYWAYLAKEAVE S 102103201202203204205101104105106297 SYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYPSIPOP-UP TURF ROTATOR - 22-30' RADIUS4IN. POP-UP WITH FACTORY INSTALLED CHECKVALVE, FLOGUARD, PRESSURE REGULATED TO 40PSI, MP ROTATOR NOZZLE ON PRS40 BODY. B=BLUEADJ ARC 90-210, Y=YELLOW ADJ ARC 210-270,A=GRAY 360 ARC.3140POP-UP SHRUB ROTATOR - 13-21' RADIUS12IN. POP-UP WITH CHECK VALVE, FLOGUARD,PRESSURE REGULATED TO 40 PSI. K=BLACK ADJARC 90-210, G=GREEN ADJ ARC 210-270, R=RED 360ARC.6240POP-UP SHRUB ROTATOR - 22-30' RADIUS12IN. POP-UP WITH CHECK VALVE, FLOGUARD,PRESSURE REGULATED TO 40 PSI, B=BLUE ADJ ARC90-210, Y=YELLOW ADJ ARC 210-270, A=GRAY 360ARC.9340POP-UP SHRUB ROTATOR - 6-12' RADIUS12IN. POP-UP WITH CHECK VALVE, FLOGUARD,PRESSURE REGULATED TO 40 PSI. ADJ=ORANGEAND GRAY ( ARC 90-210), 360=LIME GREEN ANDGRAY (ARC 360)36940POP-UP SHRUB ROTATOR - 8-15' RADIUS12IN. POP-UP WITH CHECK VALVE, FLOGUARD,PRESSURE REGULATED TO 40 PSI. M=MAROON ADJARC 90 TO 210, L=LIGHT BLUE 210 TO 270 ARC,O=OLIVE 360.16640POP-UP SHRUB ROTATOR, CORNER NOZZLE - 8-15'RADIUS12IN. POP-UP WITH FACTORY INSTALLED CHECKVALVE, FLOGUARD, PRESSURE REGULATED TO 40PSI, MP ROTATOR NOZZLE. T=TURQUOISE ADJ ARC45-105.5240SYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYDRIP ZONE CONTROL KITMEDIUM FLOW, 3-15 GPM, WITH 1IN. VALVE AND 1IN.PRESSURE REGULATING FILTER AND 40PSIPRESSURE REGULATOR.1LOW FLOW DRIP CONTROL KIT1IN. LOW FLOW VALVE, 3/4IN. PRESSUREREGULATING RBY FILTER, AND 30PSI PRESSUREREGULATOR.1AREA TO RECEIVE DRIPLINEON-SURFACE PRESSURE COMPENSATING DRIPLINE0.9 GPH EMITTERS AT 12" O.C. DRIPLINE LATERALSSPACED AT 12" APART, WITH EMITTERS OFFSETFOR TRIANGULAR PATTERN. UV RESISTANT.874.9 L.F.BYAKGRBYA800 A800 FMLOTSYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYREMOTE CONTROL VALVE1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOWFLOW OPERATING CAPABILITY, GLOBECONFIGURATION. WITH PRESSURE REGULATINGMODULE, AND SCRUBBER TECHNOLOGY.25QUICK COUPLING VALVE1" BRASS QUICK-COUPLING VALVE, WITHCORROSION-RESISTANT STAINLESS STEEL SPRING,LOCKING THERMOPLASTIC RUBBER COVER AND2-PIECE BODY.18BALL VALVE - BRASS- LINE SIZE5GATE VALVE2MASTER VALVE 2"NORMALLY OPEN BRASS MASTER VALVE THATPROVIDES DIRTY WATER PROTECTION. 2" SIZE.2DRAIN VALVE2REDUCED PRESSURE BACKFLOW PREVENTER 1"1REDUCED PRESSURE BACKFLOW PREVENTER 2"1RAIN AND FREEZE SENSORCONDUIT INSTALLATION, MOUNT PER DETAIL.NORMALLY CLOSED SWITCH.21-1/2IN. FLOW SENSORBRASS MODEL. OPERATING RANGE 4.0 GPM TO 80.0GPM.2WATER METER 1"SEE CIVIL PLANS1WATER METER 2"SEE CIVIL PLANS1POINT OF CONNECTIONEXISTING IRRIGATION AT RAINIER & HARDIE -VERIFY LOCATION1IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 -SIZE PER PLAN12,783 L.F.IRRIGATION MAINLINE: PVC SCHEDULE 40 - 3" SIZEUNLESS NOTED OTHERWISESOLVENT WELD W/THRUST BLOCKS3,969 L.F.PIPE SLEEVE: PVC SCHEDULE 40 - TWICE THE SIZEOF PIPE1,370 L.F.DBF2BFRFFSM2MValve NumberValve SizeValve FlowValve Callout###"STRIDE BUS RAPID TRANSITSOUTH RENTON TRANSIT CENTERBT105R. PARGAS04/12/2024J. ALTCHECH10/22/202404/12/2024LANDSCAPEIRRIGATION NOTES AND SCHEDULES RENTON TRANSIT CENTERBT120-LRN102BT120A. KRINGELA. KRINGELL. FRENCHL. FRENCH RTA/LR 0206-19NTSNo.DATEDSNCHKAPPREVISIONSUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:CONTRACT No.:FILENAME:SCALE:DRAWING No.:SHEET No.:REV:LINE IS 1" ATFULL SCALE DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:03/25/24 | 9:41 PM | WALKERT1C:\PWWORKING\JACOBS_B&I\JEG_WALKERT1\D0436120\S1-BT120-LRP101-107.DWGS1-BT120-LRP101-107FACILITY ID:NOT FOR CONSTRUCTION 90% SUBMITTALXrefs: xS1-BTP120-CPP001 xS1-BTP120-CMP001 xBRT-CUD05-TB22x34 xS1-BTP120-VSF100 xS1-BT120-LPP001 SEAL-LBF1465 xS1-BT120-LRN101 xS1-BT120-LRP001 xS1-BT120-VRX001 xS1-BT120-LHP001GENERAL NOTES:1.THE IRRIGATION SYSTEM IS DESIGNED TO OPERATE AT WATERPRESSURE OF 70 PSI MINIMUM AT THE POINTS OF CONNECTION(IRRIGATION WATER METER), AND A MAXIMUM FLOW DEMAND OF 40GPM. THE CONTRACTOR SHALL VERIFY PRESSURE PRIOR TOINSTALLATION OF IRRIGATION EQUIPMENT. IF THERE IS ADISCREPANCY, THE IRRIGATION CONTRACTOR SHALL NOTIFY THERESIDENT ENGINEER, IMMEDIATELY, IN WRITING SO ADJUSTMENTSCAN BE MADE.2.A PRESSURE REGULATING VALVE SHALL BE INSTALLED IF THESTATIC SERVICE PRESSURE EXCEEDS EIGHTY (80) POUNDS PERSQUARE INCH (PSI) AT THE POINT OF CONNECTION. THE PRESSUREREGULATING VALVE SHALL BE LOCATED BETWEEN THE LANDSCAPEWATER METER AND THE FIRST POINT OF WATER USE AND SHALL BESET AT THE MANUFACTURER'S RECOMMENDED PRESSURE FORSPRINKLERS.3.AT RAINIER AVE & HARDIE AVE, NEW IRRIGATION IS INTENDED TOCONNECT TO AND MODIFY THE EXISTING SYSTEM IN THE MEDIANISLANDS AND PLANTER STRIPS. AS BUILT INFORMATION IS NOTAVAILABLE, SO CONTRACTOR SHALL VERIFY LOCATIONS OF HEADS,PIPES AND EQUIPMENT OF THE EXISTING SYSTEM. WHEN ADDINGHEADS TO AN EXISTING CIRCUIT, USE NEW HEADS THAT MATCHEXISTING. WIRE NEW VALVES TO THE EXISTING CONTROLLER.4.PLANS ARE DIAGRAMMATIC. INSTALL PIPES IN PLANTING AREASUNLESS A SLEEVE IS REQUIRED TO CROSS UNDER PAVEMENT.5.ALL DIMENSIONS, QUANTITIES AND MATERIALS SHALL BE VERIFIEDBY IRRIGATION CONTRACTOR. CONTRACTOR SHALL INSTALLADDITIONAL HEADS, AS NEEDED, TO PROVIDE ADEQUATECOVERAGE AT NO ADDITIONAL COST TO THE OWNER.6.THE CONTRACTOR SHALL NOT WILLFULLY INSTALL IRRIGATION ASSHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THATEXISTING OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCESIN SITE DIMENSIONS MAY NOT HAVE BEEN FORESEEN ANDCONSIDERED IN THE DESIGN. THE CONTRACTOR SHALL NOTIFYTHE RESIDENT ENGINEER IF SUCH OBSTRUCTIONS ANDDIFFERENCES OCCUR. IN THE EVENT THAT NOTIFICATION IS NOTGIVEN THE CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR ALLNECESSARY CHANGES AT THE CONTRACTOR'S EXPENSE.7.SLEEVES:A.ALL PIPING AND 24 VOLT WIRING PASSING UNDER PAVINGOR WALLS SHALL BE SLEEVED.B.THE IRRIGATION CONTRACTOR IS RESPONSIBLE FORCOORDINATION WITH THE PAVING CONTRACTOR FORINSTALLATION OF SLEEVES.C.THE IRRIGATION CONTRACTOR IS RESPONSIBLE FORINSTALLATION OF WIRE CONDUITS FROM THE CONTROLLERTO THE MAINLINE LOCATION.8.RCV'S AND QCV'S SHALL BE INSTALLED ADJACENT TO WALKS ORPAVING.9.REFER TO IRRIGATION DETAILS AND SPECIFICATIONS FORADDITIONAL INFORMATION.STATE OF WASHINGTONLICENSED LANDSCAPE ARCHITECTNO. 1465 EXP. 12/03/24 LORCAN BRIAN FRENCHWATER USE CALCULATIONS:PRESSURE LOSS CALCULATIONS:Generated:2024-02-20 14:29P.O.C. NUMBER: 01Water Source Information:ON SITEFLOW AVAILABLEWater Meter Size:2"Flow Available70.55 GPMPRESSURE AVAILABLEStatic Pressure at POC:70 PSIElevation Change:5.00 ftService Line Size:2"Length of Service Line:20 ftPressure Available:67 PSIDESIGN ANALYSISMaximum Station Flow:36.78 GPMFlow Available at POC:70.55 GPMResidual Flow Available:33.77 GPMCritical Station:16 Design Pressure:40 PSI Friction Loss:4.09 PSI Fittings Loss:0.41 PSI Elevation Loss:0 PSI Loss through Valve:3.53 PSIPressure Req. at Critical Station:48.0 PSILoss for Fittings:0.04 PSILoss for Main Line:0.44 PSILoss for POC to Valve Elevation:0 PSILoss for Backflow:11.8 PSILoss for Master Valve:0.53 PSILoss for Water Meter:1.11 PSICritical Station Pressure at POC:62.0 PSIPressure Available:67 PSIResidual Pressure Available:5.03 PSIIRRIGATION SCHEDULE:298 Appendix B Geologic Recommendation Report I-405 corridor South Renton Transit Center Geotechnical Recommendation Report March 2022 Stride program: I-405 corridor Page i | AE 0054-17 | South Renton Transit Center Geotechnical Recommendation Report March 2022 Consultant Quality Control Form  Version Title Date Originator/ Drafted by Reviewed by Approved by Notes, as required 0 South Renton Transit Center Geotechnical Recommendation Report – Draft 11/22/2021 Matteo Montesi (WSP) Elizabeth Lundquist (WSP) Ed Reynolds (tech edit) Sandra Wise (QA/QC) Rob Gorman (WSP) For ST review 1 South Renton Transit Center Geotechnical Recommendation Report 3/21/2022 Michelle Cline (WSP) Elizabeth Lundquist (WSP) Ed Reynolds (tech edit) Rob Gorman (WSP) Addressed ST comments Stride program: I-405 corridor Page ii | AE 0054-17 | South Renton Transit Center Geotechnical Recommendation Report March 2022 Summary Purpose This Geotechnical Recommendation Report (GRR) documents procedures and presents the findings of the preliminary geotechnical investigation conducted for the proposed improvements at the South Renton Transit Center (SRTC) for the Sound Transit I-405 Bus Rapid Transit (BRT) project. The additional borings performed for this phase of work encountered similar subsurface conditions to those reported during prior phases of this project across much of the site. In addition, boring SB-2 encountered bedrock at about 75 feet below ground surface. The subsurface investigation program is deemed sufficient for the features covered in this report. Nevertheless, additional subsurface investigations may be required to support the design of the proposed parking structure (not covered in this report). The subsurface conditions are generally characterized by a surficial layer of fills over alluvial deposits. The alluvial deposits are generally very loose and loose in the upper portion while they become denser at depth. Interbedded layers of peats and highly organic soils were encountered in most borings. WSP concurs with HWA’s previous assessment that liquefaction poses a significant hazard at the site. Up to 40 feet of potentially liquefiable soils may be present at the site, which may experience up to 2 feet of liquefaction-induced settlement. Ground improvement mitigation measures and deep foundations are likely cost prohibitive for small structures. The proposed bus shelters are recommended to be supported on slabs-on-grade with a maximum allowable bearing pressure of 1,000 psf. The bearing pressure is limited due to the presence of very loose and loose alluvial deposits as well as compressible peats and highly organics soils. Flexible pavement will be used in the parking garage access areas and interim parking lot. Rigid pavement will be used for the bus lanes and layover area. A discussion of pavement design, including recommended thickness, is presented in this report. Due to soft subgrade conditions and shallow groundwater, it is recommended to place geosynthetics over properly prepared subgrade prior to placing pavement materials. This report has been prepared for the exclusive use of Sound Transit for the design and construction of the bus shelter foundations, pavements, and retaining walls considered for the SRTC site as part of the Sound Transit I-405 BRT project. The findings, conclusions, and recommendations presented in this report are applicable only to the specific project study elements and locations described and are not intended to apply to any other design elements or locations. All subsequent users shall accept any and all liability resulting from any use or reuse of the data, opinions, and recommendations without the prior written consent of WSP. Stride program: I-405 corridor Page iii | AE 0054-17 | South Renton Transit Center Geotechnical Recommendation Report March 2022 Table of Contents 1 INTRODUCTION ......................................................................................................................... 1  1.1 Background ........................................................................................................... 1  1.2 Purpose and Scope of Work ................................................................................. 1  1.3 Site Description and Existing Facilities .................................................................. 3  1.4 Proposed Improvements ....................................................................................... 3  2 GEOTECHNICAL INVESTIGATION PROGRAM ..................................................................... 3  2.1 Existing Geotechnical Data ................................................................................... 3  2.2 Borehole Investigation ........................................................................................... 3  2.3 Geophysical Surveys ............................................................................................. 4  2.4 Laboratory Testing ................................................................................................ 4  3 SITE CONDITIONS ..................................................................................................................... 5  3.1 General Geologic Conditions ................................................................................ 5  3.2 Subsurface Conditions .......................................................................................... 5  3.3 Groundwater .......................................................................................................... 6  4 GEOTECHNICAL RECOMMENDATIONS ................................................................................ 6  4.1 Preliminary Seismic Design Parameters ............................................................... 6  4.2 Liquefaction and Seismic Settlement .................................................................... 7  4.3 Foundation Recommendations for Bus Shelters ................................................... 7  4.4 Recommendations for Earth Retaining Structures ................................................ 8  4.5 Pavement Design and Recommendations ............................................................ 8  4.6 Site Preparation and Grading .............................................................................. 10  4.7 Temporary Excavations ....................................................................................... 11  4.8 Structural Fill and Compaction ............................................................................ 11  4.9 Groundwater Control ........................................................................................... 11  5 REFERENCES .......................................................................................................................... 12  Stride program: I-405 corridor Page iv | AE 0054-17 | South Renton Transit Center Geotechnical Recommendation Report March 2022 Figures Figure 1-1 I-405 Bus Rapid Transit Project ............................................................................ 2  Tables Table 2-1 Design Seismic Coefficients per AASHTO ............................................................ 4  Table 4-1 Preliminary Seismic Design Coefficients ............................................................... 6  Table 4-2 Design ESALs (20-year Design Life) ..................................................................... 9  Table 4-3 Recommended Flexible Pavement Sections ......................................................... 9  Table 4-4 Recommended Rigid Pavement Section ............................................................... 9  Appendices Appendix A Detailed Figures: Appendix B Existing Geotechnical Information by Others Appendix C Boring Logs Appendix D Geophysical Survey Report Appendix E Laboratory Test Results Appendix F Pavement Design Data and Calculations Stride program: I-405 corridor Page v | AE 0054-17 | South Renton Transit Center Geotechnical Recommendation Report March 2022 Acronyms and Abbreviations BRT bus rapid transit GRR Geotechnical Recommendation Report PE preliminary engineering SRTC South Renton Transit Center WSDOT Washington State Department of Transportation Stride program: I-405 corridor Page 1 | AE 0054-17 | South Renton Transit Center Geotechnical Recommendation Report March 2022 1 INTRODUCTION 1.1 Background WSP USA (WSP) was retained by Sound Transit to provide engineering design services for the I-405 Bus Rapid Transit (BRT) project located in Washington state. The I-405 BRT project would provide BRT service along the I-405 corridor spanning 37 miles between the cities of Lynwood and Burien. The proposed project alignment and stations are presented in Figure 1-1. This project stage involves preliminary engineering (PE) design of BRT elements, including BRT stations and park-and-ride facilities. The I-405 BRT project also includes two new parking garages: one at the Totem Lake/Kingsgate Park-and-Ride site and one at the South Renton Transit Center (SRTC) site. At this time, final design and construction of both parking garages have been delayed. This report covers the SRTC site and the associated bus shelter and any retaining structures that may be needed. 1.2 Purpose and Scope of Work The purpose of this Geotechnical Recommendation Report (GRR) is to provide the required geotechnical information and design recommendations in support of the proposed SRTC improvements as part of the I-405 BRT project. This report provides preliminary geotechnical design recommendations pertaining to bus shelters, retaining walls, seismic considerations, and pavements. WSP scope of work included the following:  Field investigation: Perform seven (7) borings between 32 and 105 feet deep with periodic sampling (Section 2.2)  Geophysical Testing: Perform suspension hole logging in two borings (Section 2.3)  Laboratory testing: Perform geotechnical laboratory tests on selected soil samples (Section 2.4)  Geotechnical engineering analyses  Preparation of this report The information provided in this report is based on the boring log and laboratory testing of the recently drilled boring, existing geotechnical data, and published literature. Stride program: I-405 corridor Page 2 | AE 0054-17 | South Renton Transit Center Geotechnical Recommendation Report March 2022 Figure 1-1 I-405 Bus Rapid Transit Project Stride program: I-405 corridor Page 3 | AE 0054-17 | South Renton Transit Center Geotechnical Recommendation Report March 2022 1.3 Site Description and Existing Facilities The SRTC site is located in the city of Renton, Washington, and is located between Rainier Avenue S., S Grady Way, and Lake Avenue S. The site is generally level with the majority of the site paved with an asphalt parking lot. Four existing building structures are present at the site at the time of the subsurface investigation and are planned to be demolished before any project elements are constructed. In the southern portion of the site (adjacent to S Grady Way), there is an existing Puget Sound Energy power line easement. In the eastern portion of the site (adjacent to Lake Avenue S) there is an existing Seattle City Light power line easement. Along the south boundary, the easement is approximately 100 feet wide. In the eastern portion of the site, the easement is approximately 200 feet wide. Prior to the start of construction, Sound Transit will coordinate with Puget Sound Energy, Seattle City Light, and other utility providers as needed to ensure construction activities would not interfere with their facilities and service. There are a few trees on the site primarily confined to the borders of the site and landscaped areas. The site is sparsely vegetated with small trees and landscaping at the edges of the site bordering S Grady Way and Rainier Avenue S. 1.4 Proposed Improvements The proposed improvements for the site may include a new parking garage, bus shelters, and earth retaining structures. The new parking garage is not part of this report and is therefore not discussed herein. When this report was prepared, the final locations and details of bus shelters and earth retaining structures were unknown. 2 GEOTECHNICAL INVESTIGATION PROGRAM 2.1 Existing Geotechnical Data During the project’s conceptual engineering phase, HWA completed a geotechnical investigation for this project at the SRTC site and summarized their findings in a Geotechnical Data Report dated 2020 (HWA, 2020). The HWA field investigation consisted of four (4) borings to depths varying between 45 and 81.5 feet below ground surface. A monitoring well was installed as part of the HWA investigation program, and laboratory tests on selected samples were also performed. Relevant information from previous geotechnical investigations is presented in Appendix B. 2.2 Borehole Investigation A geotechnical investigation program was performed at the SRTC site in July and August 2021, which included seven (7) borings advanced between 32 and 105 feet below the ground surface. This field investigation supplements previous field investigations performed by HWA during an earlier phase of the project. The results of HWA’s investigation are provided in the I-405 Bus Rapid Transit Project – Parking Garages Geotechnical Data Report (HWA, 2020). The drilling and sampling for the current investigations were performed by Holt Services, Inc. using a truck- mounted CME 85 drill rig equipped with a 5-inch outer diameter drilling system. All boring locations were cleared by requesting the One Call service as well as by utilizing a private geophysical subcontractor. The borings were advanced using rotary wash drilling techniques. Stride program: I-405 corridor Page 4 | AE 0054-17 | South Renton Transit Center Geotechnical Recommendation Report March 2022 The approximate boring locations are presented in the Geotechnical Exploration Plan (Appendix A, Figure A-4). A geotechnical engineer from WSP coordinated the field exploration activities and was present full time to log the borehole and collect samples for further examination and laboratory testing. Soil samples were obtained using Standard Penetration Test (SPT, ASTM D1586) samplers at 2.5-foot intervals in the top 15 feet and at 5-foot depth intervals thereafter. Modified California sampler (3.25-inch outer diameter) and Shelby tube samplers were also used to obtain relatively undisturbed and undisturbed samples, respectively. Borings were backfilled with a bentonite mix, except for borings SB-1 and SB-2 where monitoring wells were installed. The excess soil cuttings were tested and disposed offsite by the drilling subcontractor. Boring logs are presented in Appendix C. 2.3 Geophysical Surveys Downhole geophysical surveys were conducted in borings SB-1 and SB-2. At both locations, shear wave data were measured in the boring at 2.5-foot intervals, and compressional wave data were measured at 5-foot intervals. Boring SB-1 near the northeast corner of the existing building was completed at a depth of 105 feet and the deepest data point is at 103.75 feet. Boring SB-2 is located near the southeast corner, completed at a depth of 70 feet with the deepest data point at 68.75 feet. Presentation of the field methodology and results of the geophysical surveys is provided in Appendix D. 2.4 Laboratory Testing A laboratory test program was conducted to confirm field classifications and obtain additional information on selected physical and mechanical properties of the materials encountered in the boreholes. Geotechnical laboratory testing was performed by HWA Geosciences of Bothell, Washington. Table 2-1 presents a summary of the laboratory tests that were performed. The laboratory test results are provided in Appendix E. Table 2-1 Design Seismic Coefficients per AASHTO Laboratory Test Standard Quantity Moisture Content ASTM D2216 25 Organic Content ASTM D2974 2 Unit Weight ASTM D2937 3 Passing #200 Sieve ASTM D1140 10 Particle Size Analysis ASTM D6913/D7928 4 Atterberg Limits ASTM D4318 10 Direct Shear ASTM D3080 1 Specific Gravity ASTM D854 2 One Dimensional Consolidation ASTM D2435 3 Stride program: I-405 corridor Page 5 | AE 0054-17 | South Renton Transit Center Geotechnical Recommendation Report March 2022 3 SITE CONDITIONS 3.1 General Geologic Conditions The site is mapped as Quaternary alluvial deposits (Qa) by Schuster (2015). Qa is generally described as “loose, stratified to massively bedded fluvial silt, sand, and gravel: typically well rounded and moderately to well sorted; locally includes sandy to silty estuarine deposits” and is typically unconsolidated. This geologic unit was identified in the borings conducted by HWA and WSP. 3.2 Subsurface Conditions Based on the findings of the most recent subsurface investigation performed by WSP and the previous investigation at the site performed by HWA, the subsurface soils at the SRTC site generally consist of 5 to 10 feet of very loose to medium dense fill soils over alluvial deposits. The alluvial deposits are mostly coarse grained, very loose to loose in the upper portion. They become dense to very dense at a depth of approximately 20 to 45 feet below ground surface. Hydrocarbon odors were observed in the fill soils. Organic materials (including peat deposits) up to 20 feet were encountered in various borings. Bedrock was encountered in boring SB-2 at a depth of approximately 75 feet below ground surface. A brief description of these strata encountered in WSP borings is presented below. The artificial fill is characterized by a thickness up to 10 feet and consists of very loose to medium dense silty sands (SM) and poorly graded sands (SP). Uncorrected SPT N-values vary between 2 and 24. A layer of very loose to loose alluvium lies underneath the artificial fill. The thickness of this layer varies between 5 and 25 feet and consists mainly of silty sands (SM) and poorly graded sands (SP) and silts with varying plasticity (ML and MH). Uncorrected SPT N-values vary between 0 and 9. A layer of organics (PT, OH, OL) was encountered in borings RW-10, RW-11, RW-12, SB-1, SH4 and SH-5. The thickness of this stratum varies between 5 and 25 feet with uncorrected SPT N-values between 0 and 5. Dense to very dense alluvial deposits were encountered in all borings following the organics (or the looser alluvial deposits where organics were not present). Aside from boring SB-2, where the dense alluvial deposits were penetrated and the boring terminated into bedrock, this stratum was not fully penetrated and therefore its full thickness is unknown. At borings SB-1, the thickness is 40 feet. This stratum is also coarse grained with a larger presence of gravelly material and consists mainly of silty sands (SM), poorly graded sands (SP), and well graded gravels (GW). Uncorrected SPT N-values are in the 27 to 77 range, with occasional refusal. It is noted that this layer occasionally includes interbedded looser deposits, such as the one encountered in boring SB-2 at the depth of 50 to 60 feet below ground surface, and is characterized by uncorrected SPT N-values less than 10. Stride program: I-405 corridor Page 6 | AE 0054-17 | South Renton Transit Center Geotechnical Recommendation Report March 2022 3.3 Groundwater Groundwater was not measured in the WSP borings due to the rotary wash method utilized in the boring. Based on the HWA GDR and direct push sampling performed at the site, groundwater was observed at about 5 feet below ground surface. Groundwater levels at the site are subject to variations in groundwater basin management, seasonal variation, nearby construction, irrigation, and other artificial and natural influences. 4 GEOTECHNICAL RECOMMENDATIONS 4.1 Preliminary Seismic Design Parameters Recommendations for seismic design parameters are in accordance with the Sound Transit Design Criteria that require a site classification based on AASHTO Guide Specification for LRFD Seismic Bridge Design. According to AASHTO guidelines, sites characterized by peats or highly organic clays with thickness greater than 10 feet are classified as Site Class F and would require a site-specific evaluation. However, the Sound Transit Design Criteria state that “for Conceptual and Preliminary Design of structures, local site effects of Site Class E may be used to determine Site Class F design response spectra.” Consistent with the purpose of this report, Site Class E is assumed and used to determine preliminary seismic design parameters. It is noted that a site-specific response analysis may still be required for final design. Table 4-1 summarizes the preliminary seismic design coefficients based on an assumed Site Class E, a 7 percent probability of exceedance in 75 years (approximately 1,000-year return period), and a 5 percent critical damping. Other structures not covered in this geotechnical report (such as the planned parking garage building) will need to follow different seismic design criteria that are not included in this report. Table 4-1 Preliminary Seismic Design Coefficients Site Class Mapped Peak Horizontal Ground Accel. PGA, (g) Mapped Spectral Accel. At 0.2 sec. Sa (g) Mapped Spectral Accel. At 1.0 sec. Sa (g) Site Coefficients Design Spectral Accel. At 0.2 sec. Sds (g) Design Spectral Accel. At 0.2 sec. Sd1 (g) Design Peak Horizontal Ground Accel. As (g) Fa Fv Fpga E 0.3433 0.988 0.282 1.015 2.889 1.335 1.002 0.815 0.577 NOTES: 1. g = Gravity 2. Fa = Short period sit coefficient 3. Fv = Long period site coefficient (1.0 second) 4. Fpga = peak ground acceleration site coefficient Stride program: I-405 corridor Page 7 | AE 0054-17 | South Renton Transit Center Geotechnical Recommendation Report March 2022 4.2 Liquefaction and Seismic Settlement Liquefaction is a phenomenon in which saturated granular soils lose their inherent shear strength due to build-up of excess pore water pressure induced by cyclic loading such as that caused by an earthquake. Liquefaction potential is based on several factors, primarily: 1) relative density and type of soil; 2) depth to groundwater, and 3) duration and intensity of seismic shaking. Loose saturated granular materials (sands and low to non-plastic silts) are most susceptible to liquefaction. Liquefaction susceptibility mapping provided by King County identifies the site as moderate to high susceptibility to liquefaction. Investigations at the site encountered shallow groundwater depths and very loose to medium dense sands and silts. A preliminary liquefaction susceptibility analysis indicates liquefiable soils are present at the site. Based off the preliminary analysis, there is approximately 20 to 40 feet thickness of liquefiable material underlaying the site. The estimated liquefaction-induced settlement varies depending on the boring data used, but it is overall estimated to vary between 1 to 2 feet across the site. 4.3 Foundation Recommendations for Bus Shelters When this report was prepared limited information was available regarding the location and dimensions of potential bus shelter canopies. Therefore, it was assumed for purposes of this report that the bus shelter canopies would be designed similar to those in King County Metro Transit Passenger Facilities Improvements Standard Details (2020). Discrete shallow spread and continuous foundations are not recommended for support of the proposed bus shelter due to the presence of liquefiable soils that could cause severe damage to the planned structure. A slab-on-grade foundation (structural mat) is recommended to support the proposed bus shelter and mitigate the potential adverse impact of liquefaction-induced settlements. An allowable bearing pressure of 1,000 psf may be utilized for design. Anticipated immediate settlement is estimated to be on the order of ½ inch. Isolated areas where thicker deposits of very loose alluvium are present may experience up to 1 inch of immediate settlement. Long-term settlement due to consolidation of the organic material is also estimated to be within ½ inch. Since the foundation is relatively small, differential settlement is anticipated to be relatively small and on the order of ½ inch over the length of the foundation. These preliminary settlement estimates assume a maximum applied pressure of 1,000 psf over the bus shelter and that no fill will be placed to raise the existing grades. If new fills are placed over large areas (such as in the case of a raise in grade elevations), large settlements may be anticipated both short and long term. In this case, additional remediation measures will need to be considered before placing any structure. The slab-on-grade thickness should be determined by the project structural engineer and designed to accommodate the anticipated liquefaction-induced seismic settlements. These recommendations assume that the remedial site preparation recommendations (Section 4.6) are incorporated into the design. Multiple interconnected slabs-on-grade are not recommended due to the potential for liquefaction-induced settlements. The slab-on-grade should be underlain by at least 4 inches of clean coarse sand or fine gravel to provide a capillary moisture break and uniform support to the slab. A polyolefin vapor barrier membrane may be utilized between the prepared subgrade and the bottom of the floor slab. The project architect should design the vapor barrier membrane, including the polyolefin sheeting Stride program: I-405 corridor Page 8 | AE 0054-17 | South Renton Transit Center Geotechnical Recommendation Report March 2022 selection, water vapor permeance (ASTM F 1249), puncture resistance (ASTM D 1709), and tensile strength (ASTM D 882). A base friction coefficient of 0.35 may be used for footings poured directly on structural fill and 0.30 for footings poured on dense granular native soil. Assuming a relatively level ground surface is present, the passive resistance of the soil can be estimated based on a fully mobilized passive coefficient of 3.3. Full mobilization may be conservatively assumed to occur when horizontal strains exceed 5% of the depth of the base of the shallow foundation element. For intermediate strain values at which full mobilization is not realized, linear interpolation between at-rest and ultimate passive resistance consistent with a simplified, bilinear spring envelope or more advanced hyperbolic models may be used. The passive resistance should not be considered for sliding resistance if there is any possibility of removal of the soil in front of the foundation or if the loading considered is long term and creep effects may reduce the available resistance. 4.4 Recommendations for Earth Retaining Structures It is our understanding that the proposed grading at the site does not require any earth retaining structures. In the event earth retaining structures are required, a flexible wall type such as a mechanically stabilized earth (MSE) wall is recommended. The soft and loose soils present at the subsurface would cause unacceptable differential settlement of rigid wall types. 4.5 Pavement Design and Recommendations Design analyses were performed to develop recommendations for flexible and rigid pavement sections at the SRTC site. Flexible pavement will be used in the parking garage access areas, interim parking lot, and Lake Avenue. Rigid pavement will be used for the bus lanes and layover area. The general approach to design, key assumptions, and recommended pavement sections are discussed below. Detailed design inputs, assumptions, and calculations are presented in Appendix F. Logs of previous and recent borings completed at the site indicate that subgrade soils within about 5 feet of the proposed pavement grade consist of predominantly loose sands and soft, wet silts. These soils are expected to offer poor subgrade support of the proposed pavements. Therefore, a relatively low subgrade resilient modulus of 3,300 psi was assumed for the site soils. This value correlates to a modulus of subgrade reaction of approximately 100 pci for rigid pavement design. It is recommended that laboratory CBR or R-value testing be conducted to validate the subgrade strength value assumed for design. Site grading will consist of up to about 1.5 feet of fill and up to about 3 feet of cut. Depth to groundwater is estimated to be 5 feet. Groundwater fluctuations can occur. Pavement design for the parking garage access area and bus lanes was performed in general accordance with Sound Transit’s Design Criteria Manual (2018) and WSDOT’s Pavement Design Policy (2018). Lake Avenue is located within the City of Renton jurisdiction. The City of Renton (1998) code indicates that the Asphalt Institute’s (AI) Thickness Design Manual may be used for flexible pavement design. The AI manual was not available at the time these analyses Stride program: I-405 corridor Page 9 | AE 0054-17 | South Renton Transit Center Geotechnical Recommendation Report March 2022 were performed. However, based on information presented on the AI website, the AASHTO (1993) method is an acceptable approach to design. Site-specific traffic data, including average daily traffic, percent trucks, growth rate, initial service year, etc., were provided by the Traffic Engineer. Traffic loading in terms of 18-kip equivalent single-axle loads (ESALs) was estimated for the project roadways using these site-specific traffic data, assumed ESAL factors, and a design life of 20 years. Table 4-2 summarizes the pavement types, design code, and estimated 18-kip ESAL values used for design. Table 4-2 Design ESALs (20-year Design Life) Section Roadway Pavement Type Design Code Design ESALs 1 Bus Lane Rigid Sound Transit (2018) 59,101,400 2 Parking Lot/Garage Access Flexible Sound Transit (2018) 236,700 3 Lake Avenue S Flexible City of Renton (1998) 16,351,600 Flexible pavement design was performed using WinPAS (2012) software based on the AASHTO (1993) design procedure. Rigid pavement design was conducted using the Hall and Smith design workbook based on the AASHTO 1998 procedure. The recommended pavement sections are summarized in Table 4-3 and Table 4-4. Table 4-3 Recommended Flexible Pavement Sections Roadway HMA (WSDOT Item 5-04), inches CSBC (WSDOT Item 4-04), inches Total Thickness*, inches Parking Lot/Garage Access 5.0 8.0 13.0 Lake Avenue S 10.0 9.0 19.0 NOTE: *Pavement section shall be placed over properly prepared subgrade with geosynthetics as described in this report. Table 4-4 Recommended Rigid Pavement Section Roadway PCCP (WSDOT Item 5-05), inches CSBC (WSDOT Item 4-04), inches Total Thickness*, inches Bus Lane 10.5 6 16.5 NOTE: *Pavement section shall be placed over properly prepared subgrade with geosynthetics as described in this report. For rigid pavements, dowel bars for transverse joints and tie bars for longitudinal joints shall meet WSDOT Standard Specifications. The recommended maximum transverse and longitudinal joint spacings are 15 feet and 12 feet, respectively. Stride program: I-405 corridor Page 10 | AE 0054-17 | South Renton Transit Center Geotechnical Recommendation Report March 2022 Site soils are frost-susceptible. For frost-susceptible soils, the WSDOT Pavement Policy (2018) recommends that pavement sections be equal to at least 50 percent of the frost depth. Based on WSDOT (2018), the frost depth at the site is 15 inches. The recommended pavement structures meet the frost depth requirement. Considering the potential for groundwater fluctuations, it may be assumed that wet subgrade soil conditions will be encountered during construction. These soils will require stabilization for construction of a working platform, separation of the subgrade from the CSBC layer, and reinforcement of the overall pavement section. It is recommended to place geosynthetics over properly prepared subgrade prior to placing pavement materials. Geosynthetics shall meet the requirements in Section 9-33 of the WSDOT Standard Specifications. To allow for both separation and stabilization of soft soils, it is recommended to use a geotextile topped with a geogrid layer. The geotextile shall meet the requirements for separation or stabilization specified in Table 3 of Section 9-33 of the Standard Specifications. Approved geotextiles are listed in the WSDOT Qualified Products List (QPL). The QPL does not include approved geogrids. It is recommended that geogrids such as Tencate’s Mirafi BXG, Tensar’s TriAx, or Carthage Mills GBX be used. Geotextile and geogrid must be placed in accordance with the manufacturer’s recommendations. Precautions should be made during placement and compaction of the first lift of base course to avoid damaging the geogrid. 4.6 Site Preparation and Grading The existing building structures, pavements, buried pipes, hardscape, and landscaping not to remain should be removed prior to the start of construction. All surficial vegetation and deleterious material should be stripped and completely removed from the project site. Removal of walkways, pavements, and various other light features (if required) would likely disrupt the soils to a limited depth. Any remaining voids should be backfilled with approved and properly compacted fill soils. The in-situ soils are considered suitable for direct support of structural elements supporting the planned lightly loaded structure if they are reworked and properly recompacted. However, the shallowest zone of these deposits might have been disturbed by other construction activities, wet/dry cycles, and burrowing animals. It is recommended that after ground clearing/grubbing and existing features demolition that the top 12 inches of existing surficial soils be excavated, moisture conditioned, and recompacted in place to a minimum relative compaction of 90 percent (ASTM D1557). Before recompacting the excavated material, the exposed subgrade should also be scarified to an additional depth of 12 inches (without removal) and recompacted in place to at least 90 percent relative compaction (per ASTM D1557). Therefore, a total depth of 24 inches of recompacted soil shall be provided at the site underneath any structural element. The lateral extent of the building footprint preparations should extend to at least 36 inches beyond the lateral extent of the proposed foundation in all directions. The material should be moisture conditioned to be placed between -2 to +2 percent of the optimum content. In paved areas, it is recommended to place a geotextile topped with a geogrid layer upon properly prepared subgrade, as discussed in Section 4.5. The near surface materials consist of silty sands (SM) that are considered to be moisture sensitive and can pose challenges during wet weather earthwork. General recommendations relative to earthwork performed in wet weather or in wet conditions are presented below. Under wet conditions, earthwork should be performed in small areas to minimize exposure to wet weather. Excavation or the removal of unsuitable soil should be followed promptly by the Stride program: I-405 corridor Page 11 | AE 0054-17 | South Renton Transit Center Geotechnical Recommendation Report March 2022 placement and compaction of clean structural fill. The size and type of construction equipment used might have to be limited to prevent soil disturbance. Material used as structural fill should consist of clean granular soil with less than 5 percent passing the No. 200 sieve based on wet sieving of the material fraction passing the ¾-inch sieve. The fine-grained portion of the structural fill soils should be non-plastic. The ground surface within the construction area should be graded to promote runoff of surface water and to prevent the ponding of water. All exposed surfaces should be compacted on completion or at the end of a shift to limit infiltration and softening. No material should be left in a loose uncompacted state that would allow infiltration. Materials that have become wet and softened must be either dried and recompacted or removed from the working area and replaced with suitable fill. 4.7 Temporary Excavations Temporary excavations are anticipated for construction of slab-on-grade footings and retaining walls construction (if required). Temporary excavations should be laid back or shored in accordance with U.S. Occupational Safety and Health Administration (OSHA) and any other applicable regulations. Temporary excavations should be sloped no steeper than 1.5H:1V if deeper than 4 feet corresponding to a soil type classification of OSHA Type C soil. If site constraints prevent sloping of the excavations, shoring or worker protection measures such as trench boxes should be used. 4.8 Structural Fill and Compaction Fill placed beneath structures, pavements, or behind walls and reinforced zones should consist of Select Borrow specified in Section 9-03.14(2) of the WSDOT Standard Specifications (WSDOT, 2018). Before any fill is placed, the subgrade should be free of ponded water. Fill should generally be placed and compacted in 10-inch lifts if heavy equipment is used for compaction. If handheld compaction equipment is used, lifts should generally be placed and compacted in 4-inch lifts. Ultimately, the appropriate lift thickness and compaction methods will be determined in the field by the contractor. The fill placement and compaction should be observed and tested by a qualified geotechnical engineer or technician. 4.9 Groundwater Control Dewatering is not anticipated for the construction of slab-on-grade footings and retaining walls. If excavations or grading exceed 5 feet below ground surface, groundwater should be expected. While groundwater monitoring at the site indicates groundwater 5 feet below existing ground surface, seasonal variation should be anticipated, and it is possible that groundwater may be encountered at higher elevations than historical monitoring has indicated. Stride program: I-405 corridor Page 12 | AE 0054-17 | South Renton Transit Center Geotechnical Recommendation Report March 2022 5 REFERENCES Maps Yount, James C. 1993. Geologic map of surficial deposits in the Seattle 30’ x 60’ quadrangle, Washington. Regulatory Guidance American Association of State Highway and Transportation Officials (AASHTO). 1993. AASHTO Guide for the Design of Pavement Structures. American Association of State Highway and Transportation Officials (AASHTO). 2020. LRFD Bridge Design Specifications. 9th Edition, 2020. 978-1-56051-738-2, LRFDBDS-9. American Association of State Highway and Transportation Officials (AASHTO). 1998. Supplement to the AASHTO Guide for the Design of Pavement Structures. City of Renton (1998). Title IV Development Regulations, Revised and Compiled Ordinances, Section 4-6-060. Sound Transit. 2018. Design Criteria Manual. June 2018. Washington State Department of Transportation (WSDOT). 2021. BEToolbox, Spectra, Version 6.1.0. Built on May 12, 2021.Washington State Department of Transportation (WSDOT). 2019. Geotechnical Design Manual. M 46-03.12. July 2019. Washington State Department of Transportation (WSDOT). 2018. Pavement Policy. September 2018. Washington State Department of Transportation (WSDOT). 2018. Standard Specifications for Road, Bridge, and Municipal Construction. M 41-10. Reports HWA Geosciences, Inc. (HWA). 2020a. I-405 Bus Rapid Transit (BRT) Project – Parking Garages Geotechnical Data Report. HWA Geosciences, Inc. (HWA). 2020b. I-405 Bus Rapid Transit (BRT) Project – Conceptual Geotechnical Recommendations Report – Parking Garages. AE 0054-17 | South Renton Transit Center Geotechnical Recommendation Report I-405 corridor Detailed Figures: A-1 | Site Location Map A-2 | Regional Hazard Map A-3 | Regional Geologic Map A-4 | Geotechnical Exploration Plan File Path: SITE LOCATION MAP South Renton Transit CenterI-405 Bus Rapid Transit (BRT) Project Burien TC to Lynnwood TC By: C. BalesProj. No.: 160363P3Date: Aug 2021 A-1SCALE IN FEET 0 1000 2000 3000 4000 KEY See Figure A-4 File Path: REGIONAL HAZARD MAP South Renton Transit CenterI-405 Bus Rapid Transit (BRT) Project Burien TC to Lynnwood TC By: C. BalesProj. No.: 160363P3Date: Aug 2021 A-2SCALE IN FEET 0 1000 2000 3000 4000 KEY = Very Low LiquefactionHazard= Low to Moderate = Moderate to High Misc.= Water Body LandslideHazard= Scarps = Scarps and Flanks = Fans = Lanslide Deposits See Figure A-4 = High See Figure A-4 File Path: REGIONAL GEOLOGIC MAP South Renton Transit CenterI-405 Bus Rapid Transit (BRT) Project Burien TC to Lynnwood TC By: C. BalesProj. No.: 160363P3Date: Aug 2021 A-3SCALE IN FEET 0 500 1000 1500 2000 KEY = Glaciolacustrine deposits = Renton Formation (bedrock)Qis Tr = Stratified driftQsr= Alluvium (Cedar River)Qac= Artificial fill (general)af = Artificial fill (urban/industrial)afm QacQaw Tta Tr Ttu Ttu Ti Qaw Ttu Tta TtaTta Ttl Ttl Ttl Tr af afm Qac Qit Qgt Qu Qpa Qgt Qlp Qmc Qgt Qpa Qac Qas Qu Qas Qas Qsr Qpa af Qac Qmc Qu Qlp QlpQlm Qu Qas Qas Qg Qac Qlm Qac afTs Tr TsTr Qmc af Tr Qit Qikaf af Tr Qsr Qis Qgt Qik Tt Qpa Qg Qu Qlp Ts Qu Qiv Qlm Map Source Mullineaux, D.R. 1965. Geologic Map of the Renton Quadrangle, King County, Washington. Geologic Quadrangle Map GQ-405. United States Geological Society. File Path: GEOTECHNICAL EXPLORATION PLAN South Renton Transit CenterI-405 Bus Rapid Transit (BRT) Project Burien TC to Lynnwood TC By: C. BalesProj. No.: 160363P3Date: Aug 2021 A-4SCALE IN FEET 0 50 100 150 200 KEY = Previously Completed Boring (HWA Geosciences, 2019)= Geotechnical Boring Completed for This Phase BH-8 [HWA] RW-12 [WSP] RW-11 [WSP] RW-10 [WSP] SB-1 [WSP] SB-2 [WSP] SH-4 [WSP]SH-5 [WSP] BH-7 [HWA] BH-10 [HWA] BH-9 [HWA] AE 0054-17 | South Renton Transit Center Geotechnical Recommendation Report I-405 corridor Existing Geotechnical Information by Others GS AL GS S-1 S-2 S-3 S-4 S-5 S-6 S-7 S-8 2'' of HMA. (HMA) Very loose, brown, silty, gravelly, SAND, moist. (FILL) No recovery. Very loose, brown, silty, sandy, GRAVEL, moist. Very soft, gray to brown, sandy, SILT, moist. With gravel. Brown organics scattered. Low recovery. (ALLUVIUM) Very loose, gray, silty, fine SAND, moist to wet. Two 1" medium sand lenses. Very stiff, gray, sandy, organic SILT, moist. With medium sand lenses. 2" of dark brown organics. Stiff, gray, sandy, SILT, moist. Scattered organics and medium sand lenses. Water added to augers to counter heave. Same but soft. Scattered organics and 2" sand lenses. Silt grades coarser than above and sample is wet. Medium stiff, gray, sandy SILT, moist to wet. Scattered minor organics, sample grades coarser with depth to fine clean sand at toe. 1-1-1 1-1-1 0-0-0 0-0-0 6-9-9 2-4-8 1-2-1 2-3-5 SM GM ML SM OH ML BORING-DSM 2017-135-21.GPJ 11/27/19 FIGURE:PROJECT NO.:2017-135-21 Washington I-405 Bus Rapid Transit (BRT) Project BH-07 PAGE: 1 of 2(blows/6 inches)GROUNDWATERPEN. RESISTANCELiquid LimitSYMBOL010203040 50 0 20 40 60 80 100SAMPLE TYPESAMPLE NUMBERNatural Water ContentUSCS SOIL CLASSWater Content (%) NOTE: This log of subsurface conditions applies only at the specified location and on the date indicated DESCRIPTION OTHER TESTSPlastic Limit BORING: and therefore may not necessarily be indicative of other times and/or locations. (140 lb. weight, 30" drop) Blows per foot A-6 Standard Penetration Test DEPTH(feet)0 5 10 15 20 25 30 ELEVATION(feet)DATE COMPLETED: 10/28/2019 DRILLING COMPANY: Holocene Drilling DRILLING METHOD: HSA with Diedrich D-120 LOCATION: See Figure 2B DATE STARTED: 10/28/2019 SAMPLING METHOD: SPT with Autohammer LOGGED BY: S. Khandaker S-9 S-10 S-11 S-12 S-13 S-14 Very stiff, gray, sandy, SILT, wet. With rounded gravels at end of sampler. Medium dense, gray, silty, sandy, rounded GRAVEL, moist. Same but dense. Low recovery. Loose, orange to brown, silty, fine to medium sandy, rounded GRAVEL, moist to wet. Heavily rust mottled. Same but very dense. Low recovery. Very dense, olive brown, sandy, round fine to coarse GRAVEL, wet. Borehole terminated at 56.5 feet below ground surface (bgs). Ground water seepage observed from 9 feet bgs. Borehole abandoned with bentonite chips. 6-12-17 9-10-10 15-16-16 2-1-4 12-28-24 34-34-37 GM GP BORING-DSM 2017-135-21.GPJ 11/27/19 FIGURE:PROJECT NO.:2017-135-21 Washington I-405 Bus Rapid Transit (BRT) Project BH-07 PAGE: 2 of 2(blows/6 inches)GROUNDWATERPEN. RESISTANCELiquid LimitSYMBOL010203040 50 0 20 40 60 80 100SAMPLE TYPESAMPLE NUMBERNatural Water ContentUSCS SOIL CLASSWater Content (%) NOTE: This log of subsurface conditions applies only at the specified location and on the date indicated DESCRIPTION OTHER TESTSPlastic Limit BORING: and therefore may not necessarily be indicative of other times and/or locations. (140 lb. weight, 30" drop) Blows per foot A-6 Standard Penetration Test DEPTH(feet)30 35 40 45 50 55 60 ELEVATION(feet)DATE COMPLETED: 10/28/2019 DRILLING COMPANY: Holocene Drilling DRILLING METHOD: HSA with Diedrich D-120 LOCATION: See Figure 2B DATE STARTED: 10/28/2019 SAMPLING METHOD: SPT with Autohammer LOGGED BY: S. Khandaker >> >> OC AL DS OC S-1 S-2 S-3 S-4 S-5 S-6 S-7a S-7b S-8 S-9 S-10 S-11 2'' of HMA. (HMA) Loose, brown, silty, gravelly, SAND, moist. (FILL) Loose, brown to gray at depth, silty, SAND, grading to sandy, gravelly, SILT at toe, moist. Low recovery. Very loose, gray, very silty, fine to medium SAND, moist. Scattered rounded gravels. Very loose, brown-gray, very silty, fine SAND, moist. Scattered organics and gravels. (ALLUVIUM) Very soft, brown, sandy, SILT, moist. Low recovery. Same. Sample grades less organic and less sandy. Very soft, olive brown, elastic SILT, moist. Dark brown organics and scattered gravels. Medium dense, gray, slightly silty, fine SAND, moist. Very soft, brown to gray, organic SILT, moist. Abundant organics and 2" of dark brown peat. Medium stiff, brown, PEAT, moist with abundant organics, grading to a brown organic silt at toe of sample. Water added to augurs to counter heave. Medium dense, gray with brown organics, silty SAND, moist. 2" of peat near top, scattered organics. Medium dense, gray, medium clean SAND, moist. Scattered rounded gravels. 0-3-3 2-2-2 1-1-1 0-0-0 2-1-1 0-0-0 7-7-10 1-1-1 2-2-4 3-5-8 4-5-8 SM SM SM MH SP SM OH PT SM SP BORING-DSM 2017-135-21.GPJ 11/27/19 FIGURE:PROJECT NO.:2017-135-21 Washington I-405 Bus Rapid Transit (BRT) Project BH-08 PAGE: 1 of 2(blows/6 inches)GROUNDWATERPEN. RESISTANCELiquid LimitSYMBOL010203040 50 0 20 40 60 80 100SAMPLE TYPESAMPLE NUMBERNatural Water ContentUSCS SOIL CLASSWater Content (%) NOTE: This log of subsurface conditions applies only at the specified location and on the date indicated DESCRIPTION OTHER TESTSPlastic Limit BORING: and therefore may not necessarily be indicative of other times and/or locations. (140 lb. weight, 30" drop) Blows per foot A-7 Standard Penetration Test DEPTH(feet)0 5 10 15 20 25 30 35 40 45 ELEVATION(feet)DATE COMPLETED: 10/29/2019 DRILLING COMPANY: Holocene Drilling DRILLING METHOD: HSA with Diedrich D-120 LOCATION: See Figure 2B DATE STARTED: 10/29/2019 SAMPLING METHOD: SPT with Autohammer LOGGED BY: S. Khandaker GS S-12 S-13 S-14 S-15 S-16 S-17 S-18 S-19 Same but dense. Sand grades coarser and sample is wet. Same but medium dense. Sand grades coarser and sample is wet. Rounded gravels at toe. Same but dense. Very dense, olive brown, sandy, rounded GRAVEL, moist. Low recovery. Heave in sampler. No recovery. Sampler filled with heave. Dense, olive brown, medium to coarse sandy, rounded GRAVEL, wet. Hard, gray, SILT with sand, moist. Very dense, 6" of gray to 4" of orange, fine SAND, moist. Heavily rust mottled at contact. Minor organics observed. Borehole terminated at 81.5 feet below ground surface (bgs). Ground water seepage observed from 15 ft bgs. Borehole abandoned with bentonite chips. 10-12-20 7-10-15 10-16-30 10-19-34 10-19-35 14-20-26 13-23-28 18-24-31 GP ML SP BORING-DSM 2017-135-21.GPJ 11/27/19 FIGURE:PROJECT NO.:2017-135-21 Washington I-405 Bus Rapid Transit (BRT) Project BH-08 PAGE: 2 of 2(blows/6 inches)GROUNDWATERPEN. RESISTANCELiquid LimitSYMBOL010203040 50 0 20 40 60 80 100SAMPLE TYPESAMPLE NUMBERNatural Water ContentUSCS SOIL CLASSWater Content (%) NOTE: This log of subsurface conditions applies only at the specified location and on the date indicated DESCRIPTION OTHER TESTSPlastic Limit BORING: and therefore may not necessarily be indicative of other times and/or locations. (140 lb. weight, 30" drop) Blows per foot A-7 Standard Penetration Test DEPTH(feet)45 50 55 60 65 70 75 80 85 90 ELEVATION(feet)DATE COMPLETED: 10/29/2019 DRILLING COMPANY: Holocene Drilling DRILLING METHOD: HSA with Diedrich D-120 LOCATION: See Figure 2B DATE STARTED: 10/29/2019 SAMPLING METHOD: SPT with Autohammer LOGGED BY: S. Khandaker >> >> >> >> S-1 S-2 S-3 S-4 S-5 S-6 S-7 S-8 GS AL OC SM ML OH SM SM ML 6-6-4 2-3-3 1-1-1 0-0-0 0-0-0 2-2-2 2-3-5 1-1-1 2'' of HMA. (HMA) Loose, brown, silty, gravelly, SAND, moist. (FILL) Loose, gray to brown, slightly gravelly, silty, SAND, moist. Grading to silt with depth. Loose, olive gray to brown, slightly gravelly, very silty, fine to medium SAND, moist. Minor rust mottling. Very soft, gray, sandy, SILT, moist with dark brown organics scattered. 3" of dark brown organics at top. (ALLUVIUM) Very soft, gray, fine sandy, SILT, moist to wet. Scattered organics observed. Very soft, gray, fine sandy, organic SILT, moist. 2" of dark brown organics at 13.25 ft. Very loose, gray, silty to slightly silty, medium to fine SAND, wet. Grades to clean sand at toe. Loose, gray, silty, SAND, moist with organics. 4 " of dark brown organics. 2" of clean medium sand at toe. Very soft, gray, sandy, SILT, moist. Grading towards an organic silt. 2" sand lens. 0 20 40 60 80 100 Water Content (%) Plastic Limit (140 lb. weight, 30" drop) Blows per foot (blows/6 inches)USCS SOIL CLASSDESCRIPTION SAMPLE TYPESAMPLE NUMBERPEN. RESISTANCEOTHER TESTSPIEZOMETERStandard Penetration Test A-8SYMBOLSCHEMATIC01020304050 Liquid Limit BORING: BH-09 PAGE: 1 of 2 Water Content (%) Natural Water ContentNOTE: This log of subsurface conditions applies only at the specified location and on the date indicatedand therefore may not necessarily be indicative of other times and/or locations. PZO-DSM 2017-135-21.GPJ 11/27/19 FIGURE:PROJECT NO.:2017-135-21 Washington I-405 Bus Rapid Transit (BRT) ProjectDEPTH(feet)0 5 10 15 20 25 30 ELEVATION(feet)DATE COMPLETED: 10/28/2019 DRILLING COMPANY: Holocene Drilling DRILLING METHOD: HSA with Diedrich D-120 LOCATION: See Figure 2B DATE STARTED: 10/28/2019 SAMPLING METHOD: SPT with Autohammer LOGGED BY: S. Khandaker S-9 S-10a S-10b S-11 ALOL ML SP GP GM 2-3-6 2-5-9 9-37-38 Stiff, gray, organic, SILT, moist. Sand lenses in top 6". Stiff, gray, plastic SILT, wet. Medium dense, gray, clean, medium SAND, wet. Harder drilling noted by drillers. Very dense, gray, slightly silty to silty, sandy, rounded GRAVEL, wet. 4 feet of heave observed. Low recovery. Boring terminated at 45 feet below ground surface (bgs). Ground water seepage observed from 17 feet bgs. 2-inch diameter well casing installed to 40 feet. Well ID: BLU 045 0 20 40 60 80 100 Water Content (%) Plastic Limit (140 lb. weight, 30" drop) Blows per foot (blows/6 inches)USCS SOIL CLASSDESCRIPTION SAMPLE TYPESAMPLE NUMBERPEN. RESISTANCEOTHER TESTSPIEZOMETERStandard Penetration Test A-8SYMBOLSCHEMATIC01020304050 Liquid Limit BORING: BH-09 PAGE: 2 of 2 Water Content (%) Natural Water ContentNOTE: This log of subsurface conditions applies only at the specified location and on the date indicatedand therefore may not necessarily be indicative of other times and/or locations. PZO-DSM 2017-135-21.GPJ 11/27/19 FIGURE:PROJECT NO.:2017-135-21 Washington I-405 Bus Rapid Transit (BRT) ProjectDEPTH(feet)30 35 40 45 50 55 60 ELEVATION(feet)DATE COMPLETED: 10/28/2019 DRILLING COMPANY: Holocene Drilling DRILLING METHOD: HSA with Diedrich D-120 LOCATION: See Figure 2B DATE STARTED: 10/28/2019 SAMPLING METHOD: SPT with Autohammer LOGGED BY: S. Khandaker >> AL OC CN S-1 S-2 S-3 S-4 S-5 S-6 S-7 S-8 S-9 S-10 S-11a S-11b S-11c 2'' of HMA. (HMA) Driller notes petroleum odor. Medium dense, brown to olive gray, slightly gravelly, silty, fine to medium SAND, moist. Metal and wood debris. Minor organics. (FILL) Loose, olive gray to black, gravelly, very silty, fine to medium SAND, moist. Very soft, gray, sandy, plastic SILT, moist. Scattered minor organics such as roots and bark. (ALLUVIUM) Very loose, gray, silty to clean, medium, poorly-graded SAND, moist to wet. Very soft, brown, organic SILT, moist. Abundant organics. Medium sand lenses. Same. Scattered gravels. Very loose, gray, clean, medium to fine SAND, moist. Water added to augers to counter heave. Very loose, brown and gray, organic to not organic, silty SAND, moist. 2" of fine sand lens. Soft, gray, slightly sandy, SILT, moist interlayered with brown, organic silt. 30% organic silt. Same but medium stiff. Sample is 20% organic silt. 3" layer of gray, clean, medium sand at toe. No recovery. Hard, gray, sandy, gravelly, SILT, moist. Graded coarser with depth, minor organics at top of sample. 5-10-8 4-3-2 0-0-0 0-0-0 1-1-1 1-2-2 0-0-0 1-2-2 2-3-3 2-3-5 8-28-35 SM ML SP OH SP SM ML BORING-DSM 2017-135-21.GPJ 11/27/19 FIGURE:PROJECT NO.:2017-135-21 Washington I-405 Bus Rapid Transit (BRT) Project BH-10 PAGE: 1 of 2(blows/6 inches)GROUNDWATERPEN. RESISTANCELiquid LimitSYMBOL010203040 50 0 20 40 60 80 100SAMPLE TYPESAMPLE NUMBERNatural Water ContentUSCS SOIL CLASSWater Content (%) NOTE: This log of subsurface conditions applies only at the specified location and on the date indicated DESCRIPTION OTHER TESTSPlastic Limit BORING: and therefore may not necessarily be indicative of other times and/or locations. (140 lb. weight, 30" drop) Blows per foot A-9 Standard Penetration Test DEPTH(feet)0 5 10 15 20 25 30 35 40 45 ELEVATION(feet)DATE COMPLETED: 10/30/2019 DRILLING COMPANY: Holocene Drilling DRILLING METHOD: HSA with Diedrich D-120 LOCATION: See Figure 2B DATE STARTED: 10/30/2019 SAMPLING METHOD: SPT with Autohammer LOGGED BY: S. Khandaker >> GS S-12 S-13 S-14 S-15 S-16 S-17 S-18 S-19 Dense, gray, slightly silty, fine to coarse sandy, rounded GRAVEL, moist. Dense, gray, well graded, GRAVEL with silt and sand, wet. Medium dense, gray, medium to coarse sandy, fine to coarse GRAVEL, wet. Same but dense. 3" of rust mottled orange at toe. Dense, olive gray, fine to coarse sandy, rounded GRAVEL to gravelly SAND, moist. No recovery. Heave in sampler. Very dense, gray, sandy, fine to coarse GRAVEL, moist. 3" of gray silt with scattered organics. Dense, olive gray, medium to coarse sandy, rounded GRAVEL, wet. Borehole terminated at 81.5 feet below ground surface (bgs). Ground water seepage observed from 11 ft bgs. Borehole abandoned with bentonite chips. 17-20-26 10-20-22 7-9-10 10-17-26 14-19-25 14-20-28 28-33-44 18-20-23 GP GM GW GM GP GP GP GM GP BORING-DSM 2017-135-21.GPJ 11/27/19 FIGURE:PROJECT NO.:2017-135-21 Washington I-405 Bus Rapid Transit (BRT) Project BH-10 PAGE: 2 of 2(blows/6 inches)GROUNDWATERPEN. RESISTANCELiquid LimitSYMBOL010203040 50 0 20 40 60 80 100SAMPLE TYPESAMPLE NUMBERNatural Water ContentUSCS SOIL CLASSWater Content (%) NOTE: This log of subsurface conditions applies only at the specified location and on the date indicated DESCRIPTION OTHER TESTSPlastic Limit BORING: and therefore may not necessarily be indicative of other times and/or locations. (140 lb. weight, 30" drop) Blows per foot A-9 Standard Penetration Test DEPTH(feet)45 50 55 60 65 70 75 80 85 90 ELEVATION(feet)DATE COMPLETED: 10/30/2019 DRILLING COMPANY: Holocene Drilling DRILLING METHOD: HSA with Diedrich D-120 LOCATION: See Figure 2B DATE STARTED: 10/30/2019 SAMPLING METHOD: SPT with Autohammer LOGGED BY: S. Khandaker >> BH-03,S-5 12.5 14.0 13.1 68.9 28.6 2.5 GP Yellowish-brown, poorly graded GRAVEL with sand BH-03,S-11 40.0 40.8 24.5 36 23 13 CL Gray, lean CLAY BH-03,S-14 55.0 56.0 25.9 0.4 18.8 80.8 ML Dark gray, SILT with sand BH-04,S-5 12.5 14.0 15.9 1.1 51.3 47.6 SM Yellowish-brown, silty SAND BH-04,S-8 25.0 26.5 24.1 60.9 39.1 SM Gray, silty SAND BH-04,S-11 40.0 41.5 18.8 19.3 76.7 4.0 SP Dark gray, poorly graded SAND with gravel BH-05,S-5 12.5 14.0 12.0 5.5 82.0 12.6 SM Yellowish-brown, silty SAND BH-05,S-11 40.0 41.5 30.6 15.9 84.1 ML Brown, SILT with sand BH-05,S-13 50.0 51.5 25.3 33 22 11 CL Gray, lean CLAY BH-05,S-22 95.0 96.5 20.4 54.1 45.9 SM Gray, silty SAND BH-06,S-3 7.5 9.0 19.1 20.8 37.6 41.6 SM Brown, silty SAND with gravel BH-06,S-6 15.0 16.5 4.3 64.8 27.6 7.7 GP-GM Olive-brown, poorly graded GRAVEL with silt and sand BH-06,S-9 30.0 31.5 31.8 50 29 21 ML-MH Olive-brown, SILT/elastic SILT BH-07,S-4 10.0 11.5 31.5 0.4 59.1 40.4 SM Dark grayish-brown, silty SAND BH-07,S-5 12.5 14.0 75.1 75 41 34 OH Dark grayish-brown, organic SILT BH-07,S-8 25.0 26.5 33.3 0.1 42.0 57.9 ML Dark grayish-brown, sandy SILT BH-08,S-3 7.5 9.0 31.6 3.3 SM Dark grayish-brown, silty SAND BH-08,S-6 15.0 16.5 55.4 52 32 20 MH Olive-brown, elastic SILT(feet)TOP DEPTHSAMPLE DESCRIPTION Notes:ASTM SOILMOISTURECONTENT (%)ORGANIC% FINESSPECIFIC GRAVITYEXPLORATIONDESIGNATION1. This table summarizes information presented elsewhere in the report and should be used in conjunction with the report test, other graphs and tables, and the exploration logs. 2. The soil classifications in this table are based on ASTM D2487 and D2488 as applicable. MATERIAL PROPERTIES B1 PAGE: 1 of 2 SUMMARY OF LIMITS (%) ATTERBERG BOTTOM DEPTHCONTENT (%)% SAND% GRAVELPIPLLL CLASSIFICATION(feet)2017-135-21PROJECT NO.: INDEX MATSUM 2 2017-135-21.GPJ 11/20/19 FIGURE: I-405 Bus Rapid Transit (BRT) Project Washington BH-08,S-10 35.0 36.5 44.0 3.4 SM Dark grayish-brown, silty SAND BH-08,S-18 75.0 76.5 29.5 0.1 25.7 74.3 ML Dark grayish-brown, SILT with sand BH-09,S-4 10.0 11.5 44.2 1.3 33.0 65.7 ML Dark grayish-brown, sandy SILT BH-09,S-5 12.5 14.0 57.8 76 58 18 OH Olive-brown, organic SILT BH-09,S-7 20.0 21.5 71.9 9.0 SM Dark grayish-brown, silty SAND with organics BH-09,S-9 30.0 31.5 57.7 47 29 18 OL Dark grayish-brown, organic SILT BH-10,S-3 7.5 9.0 41.2 42 29 13 ML Dark grayish-brown, SILT BH-10,S-7 20.0 21.5 94.5 12.0 SM Olive-brown, silty SAND with organics BH-10,S-11b 40.5 41.0 36.7 ML Dark gray, SILT with sand BH-10,S-13 50.0 51.5 9.6 56.6 37.6 5.8 GW-GM Dark grayish-brown, well-graded GRAVEL with silt and sand(feet)TOP DEPTHSAMPLE DESCRIPTION Notes:ASTM SOILMOISTURECONTENT (%)ORGANIC% FINESSPECIFIC GRAVITYEXPLORATIONDESIGNATION1. This table summarizes information presented elsewhere in the report and should be used in conjunction with the report test, other graphs and tables, and the exploration logs. 2. The soil classifications in this table are based on ASTM D2487 and D2488 as applicable. MATERIAL PROPERTIES B2 PAGE: 2 of 2 SUMMARY OF LIMITS (%) ATTERBERG BOTTOM DEPTHCONTENT (%)% SAND% GRAVELPIPLLL CLASSIFICATION(feet)2017-135-21PROJECT NO.: INDEX MATSUM 2 2017-135-21.GPJ 11/20/19 FIGURE: I-405 Bus Rapid Transit (BRT) Project Washington 0 10 20 30 40 50 60 70 80 90 100 0.0010.010.1110 GRAIN SIZE IN MILLIMETERS 50 SAMPLE S-6 S-4 S-8 15.0 - 16.5 10.0 - 11.5 25.0 - 26.5 #10 27.6 59.1 42.0 30 CLASSIFICATION OF SOIL- ASTM D2487 Group Symbol and Name U.S. STANDARD SIEVE SIZES SAND B6 Coarse #60#40#20 Fine Coarse SYMBOL Gravel% 3"1-1/2"PERCENT FINER BY WEIGHT#4 #200 64.8 0.4 0.1 Sand% (GP-GM) Olive-brown, poorly graded GRAVEL with silt and sand (SM) Dark grayish-brown, silty SAND (ML) Dark grayish-brown, sandy SILT Fines% 0.00050.005 CLAY BH-06 BH-07 BH-07 SILT 3/4" GRAVEL 0.05 5/8" 70 #100 0.5 4 31 33 50 Medium Fine 3/8" 5 PI 90 10 % MC LL PLDEPTH ( ft.) PARTICLE-SIZE ANALYSIS OF SOILS METHOD ASTM D6913 7.7 40.4 57.9 2017-135-21PROJECT NO.: HWAGRSZ 2017-135-21.GPJ 11/20/19 FIGURE: I-405 Bus Rapid Transit (BRT) Project Washington 0 10 20 30 40 50 60 70 80 90 100 0.0010.010.1110 GRAIN SIZE IN MILLIMETERS 50 SAMPLE S-18 S-4 S-13 75.0 - 76.5 10.0 - 11.5 50.0 - 51.5 #10 25.7 33.0 37.6 30 CLASSIFICATION OF SOIL- ASTM D2487 Group Symbol and Name U.S. STANDARD SIEVE SIZES SAND B7 Coarse #60#40#20 Fine Coarse SYMBOL Gravel% 3"1-1/2"PERCENT FINER BY WEIGHT#4 #200 0.1 1.3 56.6 Sand% (ML) Dark grayish-brown, SILT with sand (ML) Dark grayish-brown, sandy SILT (GW-GM) Dark grayish-brown, well-graded GRAVEL with silt and sand Fines% 0.00050.005 CLAY BH-08 BH-09 BH-10 SILT 3/4" GRAVEL 0.05 5/8" 70 #100 0.5 29 44 10 50 Medium Fine 3/8" 5 PI 90 10 % MC LL PLDEPTH ( ft.) PARTICLE-SIZE ANALYSIS OF SOILS METHOD ASTM D6913 74.3 65.7 5.8 2017-135-21PROJECT NO.: HWAGRSZ 2017-135-21.GPJ 11/20/19 FIGURE: I-405 Bus Rapid Transit (BRT) Project Washington 0 10 20 30 40 50 60 70 80 0 20 40 60 80 100 120 CL-ML LIQUID LIMIT, PLASTIC LIMIT AND PLASTICITY INDEX OF SOILS METHOD ASTM D4318 (CL) Gray, lean CLAY (CL) Gray, lean CLAY (ML-MH) Olive-brown, SILT/elastic SILT (OH) Dark grayish-brown, organic SILT (MH) Olive-brown, elastic SILT (OH) Olive-brown, organic SILT SYMBOL SAMPLE 13 11 21 34 20 18 LIQUID LIMIT (LL) LL PL PICLASSIFICATION % MC 24 25 32 75 55 58 DEPTH (ft)% Fines OL BH-03 BH-05 BH-06 BH-07 BH-08 BH-09 S-11 S-13 S-9 S-5 S-6 S-5 36 33 50 75 52 76 23 22 29 41 32 58 40.0 - 40.8 50.0 - 51.5 30.0 - 31.5 12.5 - 14.0 15.0 - 16.5 12.5 - 14.0PLASTICITY INDEX (PI)OR ML OL OR CL OH OR CH OH OR MH B82017-135-21PROJECT NO.: HWAATTB ORG (LL TO 120) 2017-135-21.GPJ 11/20/19 FIGURE: I-405 Bus Rapid Transit (BRT) Project Washington 0 10 20 30 40 50 60 70 80 0 20 40 60 80 100 120 CL-ML LIQUID LIMIT, PLASTIC LIMIT AND PLASTICITY INDEX OF SOILS METHOD ASTM D4318 (OL) Dark grayish-brown, organic SILT (ML) Dark grayish-brown, SILT SYMBOL SAMPLE 18 13 LIQUID LIMIT (LL) LL PL PICLASSIFICATION % MC 58 41 DEPTH (ft)% Fines OL BH-09 BH-10 S-9 S-3 47 42 29 29 30.0 - 31.5 7.5 - 9.0PLASTICITY INDEX (PI)OR ML OL OR CL OH OR CH OH OR MH B92017-135-21PROJECT NO.: HWAATTB ORG (LL TO 120) 2017-135-21.GPJ 11/20/19 FIGURE: I-405 Bus Rapid Transit (BRT) Project Washington I-405 BRT BH-8 Sample No.:S-7B 20.75-21.5 feet Soil Description:silty SAND Soil Color:Dark grayish-brown Strain rate:0.6 % per min. Soil Group Symbol:SM Soil Specific Gravity:2.75 (assumed) Normal Stress (psf)1250.00 2500.00 5000.00 Average Peak Stress (psf)1007.93 1808.48 4035.96 Residual Stress (psf)1021.50 2204.60 3772.60 Cohesion phi Angle Initial Moisture Content (%):29.0 29.0 29.0 29.0 psf (degrees) Wet Unit Weight (pcf):125.3 123.0 124.2 124.2 Peak 0.0 39.3 Dry Unit Weight (pcf):97.1 95.4 96.3 96.3 Calculated Void Ratio 0.767 0.799 0.782 0.783 Calculated Porosity 0.434 0.444 0.439 0.439 Calculated Saturation (%)104.1 99.8 102.0 102.0 Final Moisture Content (%)26.8 27.3 27.5 27.2 Figure B-11 Indicated Strength Parameters HWA GEOSCIENCES INC. Materials Testing Laboratory Direct Shear Test of Soils Under Consolidated Drained Conditions (ASTM D 3080) 2017-135-21 Sample Point: Project Name:Project Number: Sample Depth: 0.00 500.00 1000.00 1500.00 2000.00 2500.00 3000.00 3500.00 4000.00 4500.00 0.00 1000.00 2000.00 3000.00 4000.00 5000.00 6000.00Shear Stress (psf)Normal Stress (psf) Peak Peak Trend 0.00 500.00 1000.00 1500.00 2000.00 2500.00 3000.00 3500.00 4000.00 4500.00 0.00 2.00 4.00 6.00 8.00 10.00 12.00 14.00 16.00 18.00Shear Stress (psf)% Strain Normal Stress: 1250.00 Normal Stress: 2500.0 Normal Stress: 5000.0 -0.010-0.0050.0000.0050.0100.0150.020 0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 18.0 Dilation/Contraction(inches)Checked By: S. Greene CONSOLIDATION TEST REPORT Cv(ft.2/day)0.3 0.8 1.3 1.8 2.3 2.8 Applied Pressure - ksf 0.1 1 10Percent Strain20 18 16 14 12 10 8 6 4 2 0 Natural Dry Dens.LL PI Sp. Gr.USCS AASHTO Initial Void Saturation Moisture (pcf)Ratio 92.3 %36.7 %82.8 2.65 ML 1.055 Dark gray, SILT with sand 2017-135 I-405 BRT Project B-13 MATERIAL DESCRIPTION Project No.Client:Remarks: Project: Source of Sample: BH-10 Depth: 40.5 Sample Number: S-11b Figure AE 0054-17 | South Renton Transit Center Geotechnical Recommendation Report I-405 corridor Boring Logs 50 S S S ST S S SM MH OL SP Very loose to loose, gray, Silty Sand (SM);moist; fine grained sand; nonplastic fines; trace wood fragments. Very soft, gray to dark brown, Elastic Silt (MH);moist; medium plasticity. Very soft, dark brown, Organic Silt (OL); moist;medium plasticity; organics. Medium dense, gray, Poorly Graded Sand (SP); moist; medium grained sand. 63.7 163.8 21 89.3 1-2-3(5) 1-1-1(2) 0-0-0(0) 0-0-0 (0) 6-8-8 (16) BORING DIA.: START TIME:START DATE: C. Bales Truck Rig Rotary Wash Austin Vertical Holt July 22, 2021 HAMMER CALIBRATION-ENERGY TRANSFER RATIO:Sample TypeSampleLab Tests VISUAL CLASSIFICATION 4.5"Plasticity IndexLOGGER:Drill Rate Min/ft.ORIENTATION: BORING TYPE: RIG TYPE: I-405 Bus Rapid Transit and Bus Base North unknown 1105 Elevation in FeetDepth in FeetDRILLER FIRM: DRILLER: PROJECT NAME:Graphical LogCOMPLETION DATE: STATION/OFFSET: REFERENCE: COORDINATES: COORDINATE SYS: SURFACE ELEV. (FT): VERTICAL DATUM: PROJECT #: REMARKS Unified SoilClassificationPercent passing#200 SieveMoisture Content (%)of Dry WeightDry Density (pcf)Liquid Limit (%)SEGMENT: COMPLETION TIME: Renton Transit Center N/A 47.47245942 -122.216286 1415 160363P3.003 July 22, 2021 NAVD88 26 NAD83 Not Surveyed Blow CountTIMEDEPTH(ft) GROUNDWATER 0 5 10 15 20 1 of 25.0 20.0 15.0 10.0 3Page BORING LOG I.D.: B - Bulk SampleS - 2" O.D. 1.38" I.D. Split Spoon SampleST - Shelby Tube Sample (Thin Wall Tube) NQ - 2.98" O.D. Core SampleMC - Modified California Sample NR - No Recovery DATE METHOD unknown unknown~5 SAMPLE TYPE (Continued Next Page) unknown RW-10 S ST MC S S ML GP Very soft, grayish brown to gray Silt with Sand (ML); moist; fine grained sand; low to mediumplasticity fines; trace organics. Grades medium stiff. Medium dense to very dense, dark bluish gray, Poorly Graded Gravel with Sand (GP); wet; fineto coarse, subrounded to subangular gravel. 6255.9 0-1-0(1) 3-3-5(8) 21-32-26(58) 13-9-11 (20)Depth in FeetDrill Rate Min/ft.Elevation in FeetPROJECT:GraphicalLogSampleSample TypeLab Tests Liquid Limit (%)Plasticity IndexI-405 Bus Rapid Transit and Bus Base North Unified SoilClassificationVISUAL CLASSIFICATION PROJECT LOCATION: REMARKS Dry Density (pcf)Moisture Content(%) of Dry WeightPercent passing#200 SieveRenton Transit Center Blow CountTIMEDEPTH(ft) GROUNDWATER 20 25 30 35 40 45 2 of 5.0 0.0 -5.0 -10.0 -15.0 3Page BORING LOG I.D.: B - Bulk SampleS - 2" O.D. 1.38" I.D. Split Spoon SampleST - Shelby Tube Sample (Thin Wall Tube) NQ - 2.98" O.D. Core SampleMC - Modified California Sample NR - No Recovery DATE METHOD unknown unknown~5 SAMPLE TYPE (Continued Next Page) unknown RW-10 S GP End of drilling at 46.5 ft. 34-43-33(76)Depth in FeetDrill Rate Min/ft.Elevation in FeetPROJECT:GraphicalLogSampleSample TypeLab Tests Liquid Limit (%)Plasticity IndexI-405 Bus Rapid Transit and Bus Base North Unified SoilClassificationVISUAL CLASSIFICATION PROJECT LOCATION: REMARKS Dry Density (pcf)Moisture Content(%) of Dry WeightPercent passing#200 SieveRenton Transit Center Blow CountTIMEDEPTH(ft) GROUNDWATER 45 50 55 60 65 70 3 of -20.0 -25.0 -30.0 -35.0 -40.0 3Page BORING LOG I.D.: B - Bulk SampleS - 2" O.D. 1.38" I.D. Split Spoon SampleST - Shelby Tube Sample (Thin Wall Tube) NQ - 2.98" O.D. Core SampleMC - Modified California Sample NR - No Recovery DATE METHOD unknown unknown~5 SAMPLE TYPE unknown RW-10 S S S S S ST SM SP OL SP ML PT Medium dense, bluish gray, Silty Sand withGravel (SM); moist; hydrocarbon odor Loose, gray, Poorly Graded Sand (SP); wet;trace gravel; fine to medium grained sand. Very soft, dark brown, Organc Silt (OL); moist; organics throughout. Very loose, bluish gray, Poorly Graded Sand (SP); wet; fine to medium grained sand. Very soft, gray, Silt with Sand (ML); wet; finegrained sand; low to medium plasticity fines. Very soft, dark brown, Peat (PT); moist;abundant organics. 170.1 191.4 3-8-16(24) 2-2-2(4) 1-1-0(1) 0-1-1(2) 0-0-0 (0) BORING DIA.: START TIME:START DATE: C. Bales Truck Rig Rotary Wash Austin Vertical Holt July 23, 2021 HAMMER CALIBRATION-ENERGY TRANSFER RATIO:Sample TypeSampleLab Tests VISUAL CLASSIFICATION 4.5"Plasticity IndexLOGGER:Drill Rate Min/ft.ORIENTATION: BORING TYPE: RIG TYPE: I-405 Bus Rapid Transit and Bus Base North unknown 1257 Elevation in FeetDepth in FeetDRILLER FIRM: DRILLER: PROJECT NAME:Graphical LogCOMPLETION DATE: STATION/OFFSET: REFERENCE: COORDINATES: COORDINATE SYS: SURFACE ELEV. (FT): VERTICAL DATUM: PROJECT #: REMARKS Unified SoilClassificationPercent passing#200 SieveMoisture Content (%)of Dry WeightDry Density (pcf)Liquid Limit (%)SEGMENT: COMPLETION TIME: Renton Transit Center N/A 47.47236803 -122.2151093 Not recorded 160363P3.003 July 23, 2021 NAVD88 27 NAD83 Not Surveyed Blow CountTIMEDEPTH(ft) GROUNDWATER 0 5 10 15 20 1 of 25.0 20.0 15.0 10.0 2Page BORING LOG I.D.: B - Bulk SampleS - 2" O.D. 1.38" I.D. Split Spoon SampleST - Shelby Tube Sample (Thin Wall Tube) NQ - 2.98" O.D. Core SampleMC - Modified California Sample NR - No Recovery DATE METHOD unknown unknown~5 SAMPLE TYPE (Continued Next Page) unknown RW-11 42 S S S S S PT ML OL SP-SM GP Very soft, dark brown, Peat (PT); moist; abundant organics. Very soft, gray, Sandy Silt (ML); wet; finegrained sand. Very soft, olive brown, Organic Silt (OL); moist;abundant organics. Very loose to loose, bluish gray, Poorly GradedSand (SP) to Silty Sand (SM); wet. Dense, bluish gray, Poorly Graded Gravel withSand (GP); wet; mostly fine, subangular to subrounded gravel. End of drilling at 41.5 ft. 38.6 13 88.6 0-0-1(1) 0-0-2 (2) 0-0-2(2) 1-3-2(5) 18-21-26 (47)Depth in FeetDrill Rate Min/ft.Elevation in FeetPROJECT:GraphicalLogSampleSample TypeLab Tests Liquid Limit (%)Plasticity IndexI-405 Bus Rapid Transit and Bus Base North Unified SoilClassificationVISUAL CLASSIFICATION PROJECT LOCATION: REMARKS Dry Density (pcf)Moisture Content(%) of Dry WeightPercent passing#200 SieveRenton Transit Center Blow CountTIMEDEPTH(ft) GROUNDWATER 20 25 30 35 40 45 2 of 5.0 0.0 -5.0 -10.0 -15.0 2Page BORING LOG I.D.: B - Bulk SampleS - 2" O.D. 1.38" I.D. Split Spoon SampleST - Shelby Tube Sample (Thin Wall Tube) NQ - 2.98" O.D. Core SampleMC - Modified California Sample NR - No Recovery DATE METHOD unknown unknown~5 SAMPLE TYPE unknown RW-11 S S MC S ST SM SP SM ML ML Silty Sand with Gravel (SM). Very loose to loose, dark gray to black, PoorlyGraded Sand with Gravel (SP); wet; roundedgravel; coarse grained sand. Very loose, bluish gray, Silty Sand (SM); wet;mostly fine grained sand. Very soft, gray mottled brown Silt with sand (ML); moist; low plasticity fines Very soft, gray Silt (ML) to Elastic Silt (MH);moist; little sand; medium plasticity fines. 38.7 29.5 4-3-2(5) 2-0-1(1) 1-1-2(3) 0-0-1 (1) BORING DIA.: START TIME:START DATE: C. Bales Truck Rig Rotary Wash Austin Vertical Holt August 4, 2021 HAMMER CALIBRATION-ENERGY TRANSFER RATIO:Sample TypeSampleLab Tests VISUAL CLASSIFICATION 4.5"Plasticity IndexLOGGER:Drill Rate Min/ft.ORIENTATION: BORING TYPE: RIG TYPE: I-405 Bus Rapid Transit and Bus Base North unknown 0835 Elevation in FeetDepth in FeetDRILLER FIRM: DRILLER: PROJECT NAME:Graphical LogCOMPLETION DATE: STATION/OFFSET: REFERENCE: COORDINATES: COORDINATE SYS: SURFACE ELEV. (FT): VERTICAL DATUM: PROJECT #: REMARKS Unified SoilClassificationPercent passing#200 SieveMoisture Content (%)of Dry WeightDry Density (pcf)Liquid Limit (%)SEGMENT: COMPLETION TIME: Renton Transit Center N/A 47.47236564 -122.2143319 1135 160363P3.003 August 4, 2021 NAVD88 27 NAD83 Not Surveyed Blow CountTIMEDEPTH(ft) GROUNDWATER 0 5 10 15 20 1 of 25.0 20.0 15.0 10.0 3Page BORING LOG I.D.: B - Bulk SampleS - 2" O.D. 1.38" I.D. Split Spoon SampleST - Shelby Tube Sample (Thin Wall Tube) NQ - 2.98" O.D. Core SampleMC - Modified California Sample NR - No Recovery DATE METHOD unknown unknown~5 SAMPLE TYPE (Continued Next Page) unknown RW-12 111 S S S MC S SM ML OL ML OH OL SM SP Very loose, bluish gray, Silty Sand (SM); wet; fine grained sand. Very soft, grayish brown, Silt with Sand (ML); moist; low plasticity fines. Very Soft, dark brown, Organic Silty (OL);moist; abundant organics. Very Soft, gray, Silt with Sand (ML) to Silt (ML);moist; fine grained sand; medium plasticity fines. Soft to medium stiff, gray, Organic Silt (OH); moist; medium to high plasticity fines; organicsthroughout. Very soft, yellowish brown, Organic Silt (OL);moist; low plasticity fines. Medium dense, bluish gray, Silty Sand (SM);moist; mostly fine sand. Dense, gray, Poorly Graded Sand (SP); moist;medium to coarse grained sand. 80.9 40 81.8 1-1-1(2) 1-1-1 (2) 1-1-0(1) 2-2-4(6) 2-8-16 (24)Depth in FeetDrill Rate Min/ft.Elevation in FeetPROJECT:GraphicalLogSampleSample TypeLab Tests Liquid Limit (%)Plasticity IndexI-405 Bus Rapid Transit and Bus Base North Unified SoilClassificationVISUAL CLASSIFICATION PROJECT LOCATION: REMARKS Dry Density (pcf)Moisture Content(%) of Dry WeightPercent passing#200 SieveRenton Transit Center Blow CountTIMEDEPTH(ft) GROUNDWATER 20 25 30 35 40 45 2 of 5.0 0.0 -5.0 -10.0 -15.0 3Page BORING LOG I.D.: B - Bulk SampleS - 2" O.D. 1.38" I.D. Split Spoon SampleST - Shelby Tube Sample (Thin Wall Tube) NQ - 2.98" O.D. Core SampleMC - Modified California Sample NR - No Recovery DATE METHOD unknown unknown~5 SAMPLE TYPE (Continued Next Page) unknown RW-12 MC S SP-SM GP Dense, bluish gray, Poorly Graded Sand (SP); moist; medium grained sand. Dense, bluish gray, Poorly Graded Gravel withSand (GP); wet; mostly fine, subangular gravel. End of drilling at 51.5 ft. 37.5 6.519-13-19(32) 22-19-21 (40)Depth in FeetDrill Rate Min/ft.Elevation in FeetPROJECT:GraphicalLogSampleSample TypeLab Tests Liquid Limit (%)Plasticity IndexI-405 Bus Rapid Transit and Bus Base North Unified SoilClassificationVISUAL CLASSIFICATION PROJECT LOCATION: REMARKS Dry Density (pcf)Moisture Content(%) of Dry WeightPercent passing#200 SieveRenton Transit Center Blow CountTIMEDEPTH(ft) GROUNDWATER 45 50 55 60 65 70 3 of -20.0 -25.0 -30.0 -35.0 -40.0 3Page BORING LOG I.D.: B - Bulk SampleS - 2" O.D. 1.38" I.D. Split Spoon SampleST - Shelby Tube Sample (Thin Wall Tube) NQ - 2.98" O.D. Core SampleMC - Modified California Sample NR - No Recovery DATE METHOD unknown unknown~5 SAMPLE TYPE unknown RW-12 S S S S S MC SM SM Cased to 5 ft Very Dense, Gray, Silty Sand (SM); moist; traceto few, subrounded to subangular, fine gravel; fine to medium sand; yellowish brown oxidationstaining. Very Dense, gray, Silty Sand (SM); wet; fine sand; nonplastic fines; rapid dilatency 15.6 12.2 25 14.2 22-50/4" 38-50/1" 50 24-50 50 70-50/3" BORING DIA.: START TIME:START DATE: C. Bales Track Rig HSA / Mud Rotary Erick, Mike & Tom Vertical Holocene June 17, 2021 HAMMER CALIBRATION-ENERGY TRANSFER RATIO:Sample TypeSampleLab Tests VISUAL CLASSIFICATION Plasticity IndexLOGGER:Drill Rate Min/ft.ORIENTATION: BORING TYPE: RIG TYPE: I-405 Bus Rapid Transit and Bus Base North unknown 0820 Elevation in FeetDepth in FeetDRILLER FIRM: DRILLER: PROJECT NAME:Graphical LogCOMPLETION DATE: STATION/OFFSET: REFERENCE: COORDINATES: COORDINATE SYS: SURFACE ELEV. (FT): VERTICAL DATUM: PROJECT #: REMARKS Unified SoilClassificationPercent passing#200 SieveMoisture Content (%)of Dry WeightDry Density (pcf)Liquid Limit (%)SEGMENT: COMPLETION TIME: Kingsgate Park and Ride N/A 1130 160363P3.003 June 17, 2021 NAVD88 ~170 NAD83 Not Surveyed Blow CountTIMEDEPTH(ft) GROUNDWATER 0 5 10 15 20 1 of 3Page BORING LOG I.D.: B - Bulk SampleS - 2" O.D. 1.38" I.D. Split Spoon SampleST - Shelby Tube Sample (Thin Wall Tube) NQ - 2.98" O.D. Core SampleMC - Modified California Sample NR - No Recovery DATE METHOD SAMPLE TYPE (Continued Next Page) RW-13 44 S S S S S SP CL SM Very dense, gray, Poorly-Graded Sand (SP); wet; medium sand. Hard, gray, lean Clay (CL); moist; mediumplasticity fines. Very dense, gray, Silty Sand (SM); wet; fine to medium sand; nonplastic fines. 18.8 29.1 29.7 21 76.1 68.3 27-50 13-38-50 (88) 14-21-25(46) 17-27-45(72) 50/5"Depth in FeetDrill Rate Min/ft.Elevation in FeetPROJECT:GraphicalLogSampleSample TypeLab Tests Liquid Limit (%)Plasticity IndexI-405 Bus Rapid Transit and Bus Base North Unified SoilClassificationVISUAL CLASSIFICATION PROJECT LOCATION: REMARKS Dry Density (pcf)Moisture Content(%) of Dry WeightPercent passing#200 SieveKingsgate Park and Ride Blow CountTIMEDEPTH(ft) GROUNDWATER 20 25 30 35 40 45 2 of 3Page BORING LOG I.D.: B - Bulk SampleS - 2" O.D. 1.38" I.D. Split Spoon SampleST - Shelby Tube Sample (Thin Wall Tube) NQ - 2.98" O.D. Core SampleMC - Modified California Sample NR - No Recovery DATE METHOD SAMPLE TYPE (Continued Next Page) RW-13 S S SM Very dense, gray, Silty Sand (SM); wet; fine to medium sand; nonplastic fines. End of drilling at 50 ft. 31-35-48(83) 31-50/5"Depth in FeetDrill Rate Min/ft.Elevation in FeetPROJECT:GraphicalLogSampleSample TypeLab Tests Liquid Limit (%)Plasticity IndexI-405 Bus Rapid Transit and Bus Base North Unified SoilClassificationVISUAL CLASSIFICATION PROJECT LOCATION: REMARKS Dry Density (pcf)Moisture Content(%) of Dry WeightPercent passing#200 SieveKingsgate Park and Ride Blow CountTIMEDEPTH(ft) GROUNDWATER 45 50 55 60 65 70 3 of 3Page BORING LOG I.D.: B - Bulk SampleS - 2" O.D. 1.38" I.D. Split Spoon SampleST - Shelby Tube Sample (Thin Wall Tube) NQ - 2.98" O.D. Core SampleMC - Modified California Sample NR - No Recovery DATE METHOD SAMPLE TYPE RW-13 S S S S ST S SM 7-5-4 (9) 3-1-0(1) 1-0-0(0) 0-2-2(4) 0-1-4(5) Asphalt Very loose to loose, yellowish brown Silty Sandwith Gravel (SM); moist; angular gravel. Very soft to soft, dark brown, Elastic Silt (MH);moist; fine grained sand; medium to high plasticity fines; organics throughout. 40 936 74.5 BORING DIA.: START TIME:START DATE: C. Bales Truck Rig Rotary Wash Austin Vertical Holt 7/19/2021 HAMMER CALIBRATION-ENERGY TRANSFER RATIO:Sample TypeSampleLab Tests VISUAL CLASSIFICATION 4.5"Plasticity IndexLOGGER:Drill Rate Min/ft.ORIENTATION: BORING TYPE: RIG TYPE: I-405 Bus Rapid Transit and Bus Base North unknown 0820 Elevation in FeetDepth in FeetDRILLER FIRM: DRILLER: PROJECT NAME:Graphical LogCOMPLETION DATE: STATION/OFFSET: REFERENCE: COORDINATES: COORDINATE SYS: SURFACE ELEV. (FT): VERTICAL DATUM: PROJECT #: REMARKS Unified SoilClassificationPercent passing#200 SieveMoisture Content (%)of Dry WeightDry Density (pcf)Liquid Limit (%)SEGMENT: COMPLETION TIME: Renton Transit Center N/A 47.47213434 -122.2162898 1230 160363P3.003 7/20/2021 NAVD88 27 NAD83 Not Surveyed Blow CountDATE METHOD unknown unknown~5 unknown SAMPLE TYPE (Continued Next Page) TIMEDEPTH(ft) GROUNDWATER 0 5 10 15 20 1 of 25.0 20.0 15.0 10.0 5Page BORING LOG I.D.:SB-1 B - Bulk SampleS - 2" O.D. 1.38" I.D. Split Spoon SampleST - Shelby Tube Sample (Thin Wall Tube) NQ - 2.98" O.D. Core SampleMC - Modified California Sample NR - No Recovery ML Soft, brownish gray Silt with Sand (ML); moist;fine sand; low to medium plasticity fines; traceorganics. MH S S S ST S SP-SM OH SM 4-3-3(6) 0-1-3(4) 1-2-2(4) 37-30-29(59) Loose, gray Poorly graded Sand with Silt(SP-SM); wet; mostly fine grained sand; traceorganics; faint hydrocarbon odor. Soft, olive brown Sandy Organic Silt (OH); moist; medium to high plasticity fines. Loose, Gray, Silty Sand (SM). No Recovery. 134.4 25.795.8 2992 62.3Depth in FeetDrill Rate Min/ft.Elevation in FeetPROJECT:GraphicalLogSampleSample TypeLab Tests Liquid Limit (%)Plasticity IndexI-405 Bus Rapid Transit and Bus Base North Unified SoilClassificationVISUAL CLASSIFICATION PROJECT LOCATION: REMARKS Dry Density (pcf)Moisture Content(%) of Dry WeightPercent passing#200 SieveRenton Transit Center Blow CountDATE METHOD unknown unknown~5 unknown SAMPLE TYPE (Continued Next Page) TIMEDEPTH(ft) GROUNDWATER 20 25 30 35 40 45 2 of 5.0 0.0 -5.0 -10.0 -15.0 5Page BORING LOG I.D.:SB-1 B - Bulk SampleS - 2" O.D. 1.38" I.D. Split Spoon SampleST - Shelby Tube Sample (Thin Wall Tube) NQ - 2.98" O.D. Core SampleMC - Modified California Sample NR - No Recovery S S S S MC SP SP GW-GM 9-5-4(9) 10-10-10(20) 6-6-3(9) 20-17-13(30) 55-53-63(108) Loose to medium dense, gray, Poorly GradedSand (SP); moist; medium grained sand. Loose to dense, gray, Poorly Graded Sand withGravel (SP); wet; fine, subrounded gravel; medium to coarse grained sand. Very Dense, olive gray, Well Graded Gravel withSand and Silt (GW-GM); wet; fine to coarse, subrounded gravel; coarse grained sand. 6.1Depth in FeetDrill Rate Min/ft.Elevation in FeetPROJECT:GraphicalLogSampleSample TypeLab Tests Liquid Limit (%)Plasticity IndexI-405 Bus Rapid Transit and Bus Base North Unified SoilClassificationVISUAL CLASSIFICATION PROJECT LOCATION: REMARKS Dry Density (pcf)Moisture Content(%) of Dry WeightPercent passing#200 SieveRenton Transit Center Blow CountDATE METHOD unknown unknown~5 unknown SAMPLE TYPE (Continued Next Page) TIMEDEPTH(ft) GROUNDWATER 45 50 55 60 65 70 3 of -20.0 -25.0 -30.0 -35.0 -40.0 5Page BORING LOG I.D.:SB-1 B - Bulk SampleS - 2" O.D. 1.38" I.D. Split Spoon SampleST - Shelby Tube Sample (Thin Wall Tube) NQ - 2.98" O.D. Core SampleMC - Modified California Sample NR - No Recovery S S S S S GW-GM SP GP ML 23-7-5(12) 14-17-18(35) 19-18-18(36) 50 50/3" Dense to very dense, gray, Poorly Graded Sandwith Gravel (SP); wet; fine to coarse gravel; coarse grained sand. Very dense, dark gray, Poorly Graded Gravelwith Sand (GP); moist; fine to coarse, subangular gravel.Depth in FeetDrill Rate Min/ft.Elevation in FeetPROJECT:GraphicalLogSampleSample TypeLab Tests Liquid Limit (%)Plasticity IndexI-405 Bus Rapid Transit and Bus Base North Unified SoilClassificationVISUAL CLASSIFICATION PROJECT LOCATION: REMARKS Dry Density (pcf)Moisture Content(%) of Dry WeightPercent passing#200 SieveRenton Transit Center Blow CountDATE METHOD unknown unknown~5 unknown SAMPLE TYPE (Continued Next Page) TIMEDEPTH(ft) GROUNDWATER 70 75 80 85 90 95 4 of -45.0 -50.0 -55.0 -60.0 -65.0 5Page BORING LOG I.D.:SB-1 B - Bulk SampleS - 2" O.D. 1.38" I.D. Split Spoon SampleST - Shelby Tube Sample (Thin Wall Tube) NQ - 2.98" O.D. Core SampleMC - Modified California Sample NR - No Recovery S S GP32-21-39(60) 48-33-24(57) Very dense, dark gray, Poorly Graded Gravelwith Sand (GP); moist; fine to coarse,subangular gravel. End of drilling at 105 ft.Depth in FeetDrill Rate Min/ft.Elevation in FeetPROJECT:GraphicalLogSampleSample TypeLab Tests Liquid Limit (%)Plasticity IndexI-405 Bus Rapid Transit and Bus Base North Unified SoilClassificationVISUAL CLASSIFICATION PROJECT LOCATION: REMARKS Dry Density (pcf)Moisture Content(%) of Dry WeightPercent passing#200 SieveRenton Transit Center Blow CountDATE METHOD unknown unknown~5 unknown SAMPLE TYPE TIMEDEPTH(ft) GROUNDWATER 95 100 105 110 115 120 5 of -70.0 -75.0 -80.0 -85.0 -90.0 5Page BORING LOG I.D.:SB-1 B - Bulk SampleS - 2" O.D. 1.38" I.D. Split Spoon SampleST - Shelby Tube Sample (Thin Wall Tube) NQ - 2.98" O.D. Core SampleMC - Modified California Sample NR - No Recovery S S S ST S S ASPHALT SM SP ML MH 1-3-1 (4) 1-2-1(3) 0-0-0(0) 0-0-0(0) 0-2-3(5) Asphalt Very loose, dark bluish gray, Silty Sand withGravel (SM); moist; fine, angular gravel Very loose, dark bluish gray, Poorly GradedSand; moist; medium grained sand; abundant organics Very soft, brownish gray Silt with Sand (ML);moist; fine grained sand; medium plasticity fines; trace organics. Very soft to medium stiff, dark brown, ElasticSilt (MH); moist; fine grained sand; highplasticity fines; organics throughout. 52.1 1746 97.1 BORING DIA.: START TIME:START DATE: C. Bales Truck Rig Rotary Wash Austin Vertical Holt 7/20/2021 HAMMER CALIBRATION-ENERGY TRANSFER RATIO:Sample TypeSampleLab Tests VISUAL CLASSIFICATION 4.5"Plasticity IndexLOGGER:Drill Rate Min/ft.ORIENTATION: BORING TYPE: RIG TYPE: I-405 Bus Rapid Transit and Bus Base North unknown 1405 Elevation in FeetDepth in FeetDRILLER FIRM: DRILLER: PROJECT NAME:Graphical LogCOMPLETION DATE: STATION/OFFSET: REFERENCE: COORDINATES: COORDINATE SYS: SURFACE ELEV. (FT): VERTICAL DATUM: PROJECT #: REMARKS Unified SoilClassificationPercent passing#200 SieveMoisture Content (%)of Dry WeightDry Density (pcf)Liquid Limit (%)SEGMENT: COMPLETION TIME: Renton Transit Center N/A 47.47181785 -122.2171586 1315 160363P3.003 7/21/2021 NAVD88 27 NAD83 Not Surveyed Blow CountDATE METHOD unknown unknown~5 unknown SAMPLE TYPE (Continued Next Page) TIMEDEPTH(ft) GROUNDWATER 0 5 10 15 20 1 of 25.0 20.0 15.0 10.0 4Page BORING LOG I.D.:SB-2 B - Bulk SampleS - 2" O.D. 1.38" I.D. Split Spoon SampleST - Shelby Tube Sample (Thin Wall Tube) NQ - 2.98" O.D. Core SampleMC - Modified California Sample NR - No Recovery S S S MC S MH GP GW-GM GP 0-1-3(4) 20-9-18(27) 8-20-35(55) 27-25-17(52) 7-21-23(44) Very soft to medium stiff, dark brown, ElasticSilt (MH); moist; fine grained sand; highplasticity fines; organics throughout. Dense to very dense, bluish gray, Poorly Graded Gravel with Sand (GP) to Poorly Gradedsand with Gravel (SP); moist to wet; mediumgrained sand. Dense, gray, Poorly Graded Sand with Gravel (SP) to Poorly Graded Gravel with Sand (GP);wet; subrounded gravel; coarse grained sand. Dense to very dense, bluish gray, PoorlyGraded Gravel (GP); wet; coarse, angular to rounded gravel; little sand. 57.3 8.7 1451 6.2Depth in FeetDrill Rate Min/ft.Elevation in FeetPROJECT:GraphicalLogSampleSample TypeLab Tests Liquid Limit (%)Plasticity IndexI-405 Bus Rapid Transit and Bus Base North Unified SoilClassificationVISUAL CLASSIFICATION PROJECT LOCATION: REMARKS Dry Density (pcf)Moisture Content(%) of Dry WeightPercent passing#200 SieveRenton Transit Center Blow CountDATE METHOD unknown unknown~5 unknown SAMPLE TYPE (Continued Next Page) TIMEDEPTH(ft) GROUNDWATER 20 25 30 35 40 45 2 of 5.0 0.0 -5.0 -10.0 -15.0 4Page BORING LOG I.D.:SB-2 B - Bulk SampleS - 2" O.D. 1.38" I.D. Split Spoon SampleST - Shelby Tube Sample (Thin Wall Tube) NQ - 2.98" O.D. Core SampleMC - Modified California Sample NR - No Recovery MC S S S S GP SM Sandstone 65-61-47(126) 3-3-7(10) 6-4-4(8) 4-2-2(4) 50/2" Loose, bluish gray, Silty Sand (SM); moist;mostly fine sand; nonplastic to low plasticity fines; some organics. Sandstone [Renton Formation] Severely weathered; light yellowish brown;moist. 28.4 44.4Depth in FeetDrill Rate Min/ft.Elevation in FeetPROJECT:GraphicalLogSampleSample TypeLab Tests Liquid Limit (%)Plasticity IndexI-405 Bus Rapid Transit and Bus Base North Unified SoilClassificationVISUAL CLASSIFICATION PROJECT LOCATION: REMARKS Dry Density (pcf)Moisture Content(%) of Dry WeightPercent passing#200 SieveRenton Transit Center Blow CountDATE METHOD unknown unknown~5 unknown SAMPLE TYPE (Continued Next Page) TIMEDEPTH(ft) GROUNDWATER 45 50 55 60 65 70 3 of -20.0 -25.0 -30.0 -35.0 -40.0 4Page BORING LOG I.D.:SB-2 B - Bulk SampleS - 2" O.D. 1.38" I.D. Split Spoon SampleST - Shelby Tube Sample (Thin Wall Tube) NQ - 2.98" O.D. Core SampleMC - Modified California Sample NR - No Recovery S 50/1"Moderately to slightly weathered; dark bluishgray End of drilling at 70 ft.Depth in FeetDrill Rate Min/ft.Elevation in FeetPROJECT:GraphicalLogSampleSample TypeLab Tests Liquid Limit (%)Plasticity IndexI-405 Bus Rapid Transit and Bus Base North Unified SoilClassificationVISUAL CLASSIFICATION PROJECT LOCATION: REMARKS Dry Density (pcf)Moisture Content(%) of Dry WeightPercent passing#200 SieveRenton Transit Center Blow CountDATE METHOD unknown unknown~5 unknown SAMPLE TYPE TIMEDEPTH(ft) GROUNDWATER 70 75 80 85 90 95 4 of -45.0 -50.0 -55.0 -60.0 -65.0 4Page BORING LOG I.D.:SB-2 B - Bulk SampleS - 2" O.D. 1.38" I.D. Split Spoon SampleST - Shelby Tube Sample (Thin Wall Tube) NQ - 2.98" O.D. Core SampleMC - Modified California Sample NR - No Recovery S S S MC S ST ML SM SM PT Very soft, gray Silt (ML); wet; some fine grainedsand; low to medium plasticity fines. Loose, dark gray, Silty Sand (SM); wet; fine to medium grained sand; trace organics. Very loose, bluish gray, Silty Sand (SM); wet;fine grained sand. Very soft, brown, Peat (PT); moist; medium to high plasticity fines. 36.8 223.5 1-1-1(2) 1-0-0(0) 1-0-1(1) 3-4-5(9) 0-0-0 (0) BORING DIA.: START TIME:START DATE: C. Bales Truck Rig Rotary Wash Austin Vertical Holt July 23, 2021 HAMMER CALIBRATION-ENERGY TRANSFER RATIO:Sample TypeSampleLab Tests VISUAL CLASSIFICATION 4.5"Plasticity IndexLOGGER:Drill Rate Min/ft.ORIENTATION: BORING TYPE: RIG TYPE: I-405 Bus Rapid Transit and Bus Base North unknown 0900 Elevation in FeetDepth in FeetDRILLER FIRM: DRILLER: PROJECT NAME:Graphical LogCOMPLETION DATE: STATION/OFFSET: REFERENCE: COORDINATES: COORDINATE SYS: SURFACE ELEV. (FT): VERTICAL DATUM: PROJECT #: REMARKS Unified SoilClassificationPercent passing#200 SieveMoisture Content (%)of Dry WeightDry Density (pcf)Liquid Limit (%)SEGMENT: COMPLETION TIME: Renton Transit Center N/A 47.47221108 -122.2159353 1145 160363P3.003 July 23, 2021 NAVD88 26 NAD83 Not Surveyed Blow CountTIMEDEPTH(ft) GROUNDWATER 0 5 10 15 20 1 of 25.0 20.0 15.0 10.0 2Page BORING LOG I.D.: B - Bulk SampleS - 2" O.D. 1.38" I.D. Split Spoon SampleST - Shelby Tube Sample (Thin Wall Tube) NQ - 2.98" O.D. Core SampleMC - Modified California Sample NR - No Recovery DATE METHOD unknown unknown~5 SAMPLE TYPE (Continued Next Page) unknown SH-4 Organic content = 19.2% 64S S S S S OH OL MH PT SM GP Very soft, dark brown, organic Silt (OH); wet; medium to high plasticity fines; abundantorganics. Soft, dark brown, organic Silt (OL); moist; low tomedium plasticity fines; abundant organics Soft, gray, Elastic Silt (MH); moist; little finegrained sand; medium to high plasticity fines. Soft, moist, Peat (PT); moist; abundantorganics. Very loose, bluish gray, Silty Sand (SM); wet; fine grained sand; trace organics. Dense, bluish gray, Poorly Graded Gravel (GP);wet; mostly fine, subangular gravel End of drilling at 41.5 ft. 73.3 115.2 21 90.20-0-2(2) 2-2-3 (5) 0-1-3(4) 0-2-2(4) 14-13-18 (31)Depth in FeetDrill Rate Min/ft.Elevation in FeetPROJECT:GraphicalLogSampleSample TypeLab Tests Liquid Limit (%)Plasticity IndexI-405 Bus Rapid Transit and Bus Base North Unified SoilClassificationVISUAL CLASSIFICATION PROJECT LOCATION: REMARKS Dry Density (pcf)Moisture Content(%) of Dry WeightPercent passing#200 SieveRenton Transit Center Blow CountTIMEDEPTH(ft) GROUNDWATER 20 25 30 35 40 45 2 of 5.0 0.0 -5.0 -10.0 -15.0 2Page BORING LOG I.D.: B - Bulk SampleS - 2" O.D. 1.38" I.D. Split Spoon SampleST - Shelby Tube Sample (Thin Wall Tube) NQ - 2.98" O.D. Core SampleMC - Modified California Sample NR - No Recovery DATE METHOD unknown unknown~5 SAMPLE TYPE unknown SH-4 Organic content = 15.5% 36 S S S S S S SM SM ML OL SM OL Loose, dark gray, Silty Sand with Gravel (SM);moist; some organics; slight hydrocarbon odor. Very loose, bluish gray, Silty Sand (SM); wet;mostly fine sand. Very soft, bluish gray, Sandy Silt (ML); wet; finegrained sand low plasticity fines. Very soft, dark brown, Organic Silt (OL); moist; abundant organics. Very loose, bluish gray, Silty Sand (SM); wet; fine grained sand. Very soft, dark brown, Organic Silt (OL); wet;abundant organics. 49.6 106.5 6 75 3-4-3(7) 0-0-0(0) 0-0-0(0) 1-0-1(1) 1-1-1 (2) 0-0-0 (0) BORING DIA.: START TIME:START DATE: C. Bales Truck Rig Rotary Wash Austin Vertical Holt July 22, 2021 HAMMER CALIBRATION-ENERGY TRANSFER RATIO:Sample TypeSampleLab Tests VISUAL CLASSIFICATION 4.5"Plasticity IndexLOGGER:Drill Rate Min/ft.ORIENTATION: BORING TYPE: RIG TYPE: I-405 Bus Rapid Transit and Bus Base North unknown 1500 Elevation in FeetDepth in FeetDRILLER FIRM: DRILLER: PROJECT NAME:Graphical LogCOMPLETION DATE: STATION/OFFSET: REFERENCE: COORDINATES: COORDINATE SYS: SURFACE ELEV. (FT): VERTICAL DATUM: PROJECT #: REMARKS Unified SoilClassificationPercent passing#200 SieveMoisture Content (%)of Dry WeightDry Density (pcf)Liquid Limit (%)SEGMENT: COMPLETION TIME: Renton Transit Center N/A 47.4721971 -122.2152283 Not recorded 160363P3.003 July 22, 2021 NAVD88 26 NAD83 Not Surveyed Blow CountTIMEDEPTH(ft) GROUNDWATER 0 5 10 15 20 1 of 25.0 20.0 15.0 10.0 2Page BORING LOG I.D.: B - Bulk SampleS - 2" O.D. 1.38" I.D. Split Spoon SampleST - Shelby Tube Sample (Thin Wall Tube) NQ - 2.98" O.D. Core SampleMC - Modified California Sample NR - No Recovery DATE METHOD unknown unknown~5 SAMPLE TYPE (Continued Next Page) unknown SH-5 58 S S S OL SM OH PT Very loose, bluish gray, Silty Sand (SM), wet,fine grained sand. Very soft, brown and gray, Organic Silt withSand (OH); moist; little fine grained sand; low to medium plasticity fines; trace organics. Very soft, dark brown, Peat (PT); abundantorganics. End of drilling at 32 ft. 62.7 5 84.9 5-1-2(3) 0-1-2 (3) 0-0-2(2)Depth in FeetDrill Rate Min/ft.Elevation in FeetPROJECT:GraphicalLogSampleSample TypeLab Tests Liquid Limit (%)Plasticity IndexI-405 Bus Rapid Transit and Bus Base North Unified SoilClassificationVISUAL CLASSIFICATION PROJECT LOCATION: REMARKS Dry Density (pcf)Moisture Content(%) of Dry WeightPercent passing#200 SieveRenton Transit Center Blow CountTIMEDEPTH(ft) GROUNDWATER 20 25 30 35 40 45 2 of 5.0 0.0 -5.0 -10.0 -15.0 2Page BORING LOG I.D.: B - Bulk SampleS - 2" O.D. 1.38" I.D. Split Spoon SampleST - Shelby Tube Sample (Thin Wall Tube) NQ - 2.98" O.D. Core SampleMC - Modified California Sample NR - No Recovery DATE METHOD unknown unknown~5 SAMPLE TYPE unknown SH-5 AE 0054-17 | South Renton Transit Center Geotechnical Recommendation Report I-405 corridor Geophysical Survey Report DOWNHOLE SHEAR WAVE SEISMIC SURVEY REPORT BORINGS SB-1 AND SB-2 I-405 BUS RAPID TRANSIT and BUS OPERATIONS & MAINTENANCE FACILITY RENTON, WASHINGTON FOR WSP USA, INC. SEATTLE, WASHINGTON WSP Project Number: 160363P3 September 13, 2021 PHILIP H. DUOOS GEOPHYSICAL CONSULTANT 1 1 Philip H. Duoos Geophysical Consultant September 13, 2021 Our Ref: 1363-21 Mr. Cole Bales WSP USA Inc. 999 Third Avenue, Suite 3200 Seattle, WA 98104 REPORT: Downhole Seismic Shear Wave Survey Borings SB-1 and SB-2 I-405 Bus Rabid Transit and Bus Operations & Maintenance Facility Renton, Washington WSP Project No.: 160363P3 Dear Mr. Bales: This letter report summarizes the results of the downhole seismic survey in Borings SB-1 and SB-2 at the subject site located in Renton, Washington. Field work was performed on Monday July 26. The approximate locations of the borings are shown on Figure 1. At both locations, shear wave data were measured in the boring at 2.5-foot intervals, and compressional wave data were measured at 5-foot intervals. The field measurements were referenced to the top of the rim of the protective flush-mount cover housing which is at the ground surface. The depths are to the sensor location in the borehole tool. The bottom of the tool is about 1.3 feet below the sensor location. Boring SB-1 near the northeast corner of the existing building was completed at a depth of 105 feet and the deepest data point is at 103.75 feet. Boring SB-2 is located near the southeast corner, completed at a depth of 70 feet with the deepest data point at 68.75 feet. Boring SB-2 encountered Renton Formation sandstone at a depth of approximately 63 feet. INTERPRETATION RESULTS Table 1 shows the shear wave velocities and the compressional wave velocities for both borings. The tables show the interpreted depth range for each velocity layer and the interpreted seismic wave velocity. For Boring SB-1, the shear wave data and compressional wave data with interpreted velocity layers are provided in Figures 2 and 3, respectively. For Boring SB-1 the results are shown on Figures 4 and 5. The charts show the first arrival times corrected for the wave source offset. For both borings, the sledge hammer seismic wave source for the shear wave data is offset about 8.5 feet from the boring, and the compressional wave source is offset about 4 feet. The times shown are vertical travel times, and are what the travel times would be if the source was directly on the boring. Shear Wave Data Results The shear wave data were recorded using two orientations of the impulse wave created by hitting a wooden beam at both ends with a sledge hammer. The two shear wave arrival times recorded at each depth location were usually very similar and most were within 0.5 milliseconds (ms) of each other. The beam was oriented parallel to one of the sets of vertical grooves in the Slope Indicator casing. This allows the geophone package to be oriented parallel to the signal orientation which allows for optimum data quality. The beam was almost perfectly level (horizontal) and in good contact with the asphalt surface. The quality of the data was generally very good in both holes. Philip H. Duoos 13503 NE 78th Place, Redmond, Washington, 98052 PH/FAX: (425) 882-2634, CELL: (425) 765-6316 Email: geopyg@aol.com 2 2 Figure 2 shows the shear wave first arrival data and interpreted layers for Boring SB-1. Figure 4 shows the shear wave results for Boring SB-2. The interpreted layers and velocities are indicated by the best-fit lines. The lines alternate color (blue and green) to help differentiate between the layers. The shear wave data in both borings are fairly linear and were straightforward in their interpretation. These results were based primarily on the data and the geologic logs were reviewed afterward and correlate well with the original interpretation. On Boring SB-2 I did revise my initial interpretation of the deepest layer in an attempt to get the top of the last layer closer to the approximate top of rock (Renton Formation Sandstone). The results also correlate well between the two borings with the various sequence of layers and their velocities. Compressional Wave Data Results Figure 3 shows the compressional wave data for Boring SB-1, and the results for Boring SB-2 are provided on Figure 5. The compressional wave data is less detailed than the shear wave data, both due to the geologic factors and the larger sampling interval of 5 feet. The velocity layer interpretation is indicated by the alternating red and orange lines. The presence of ground water (at about 5 feet deep at the site) greatly affects the compressional wave data, but has no impact on the shear wave data. In Boring SB-2 I have interpreted a thin low velocity layer above the last velocity layer (Renton Formation). This thin layer (velocity of 3,050 fps) is questionable due to the lack of data (Figure 5) within this layer, and is based more on the geologic log than the seismic data. Inserting the thin layer puts the higher velocity layer of 4,400 fps near the top of rock observed in the boring. However, this thin layer does seem to correlate with the lower blow counts from about 50 to 63 feet deep, with some organics observed at 55 feet deep. The interpreted compressional wave velocity (4,400 fps) of the rock is on the low end of seismic velocities for competent Renton Formation sandstone. I have observed velocities as low as 4,350 fps for competent Renton Formation sandstone, but more often it is in the range of 8,000 to 11,000 fps. I suspect that the wide range of velocities is related to the degree of fracturing and/or cementation of the rock. The velocity of 4,400 fps may also indicate a degree of weathering near the rock surface as we were only able to measure velocities in the upper 10 feet of the rock layer in Boring SB-2. Both shear wave and compressional wave data were obtained at 2-foot intervals in the rock layer in an attempt to get accurate velocity measurements within the unit. The 6,780 fps velocity layer is reasonable for the water-saturated sand and gravel unit observed in Boring SB-2. In Boring SB-1 this layer has a slightly lower velocity of 6,175 fps which may be due to more sand than gravel in Boring SB-1. FIELD METHODOLOGY The first-arrival travel times were measured using a triaxial geophone located at 2.5-foot (shear wave) and 5-foot (compressional wave) increments in the boring; and are referenced to the ground surface. The shear wave energy was generated by hitting both ends of a wood beam (with steel end caps) placed on the ground surface a distance of about 8.5 feet from each boring. Hitting the beam on both ends, and recording both of the orientations of the impulse wave, helps to identify the shear wave and also provides an idea on the quality of the data. The borehole casing was standard Slope Indicator casing (2.75-inch inside diameter) with vertical grooves which allowed us to maintain a constant orientation with the downhole geophone tool. The boring was bailed dry to about 40 feet which allowed for easier data acquisition and minimized the possibility of seismic surface waves traveling down the borehole. The beam was placed parallel to one set of the grooves of the casing. The front wheels of a vehicle were then driven up onto the beam and parked so that the beam would maintain firm contact with the ground. The asphalt surface was smooth, and good contact between the beam and the asphalt was obtained with minimal movement of the beam as it was hit with the sledge hammer. 3 3 After the shear wave data were obtained, the beam was removed and compressional data were recorded. The compressional wave was generated by hitting a steel plate that was placed on asphalt surface about 4 feet from each boring. The triaxial geophone was then placed in the boring again, and compressional wave data were recorded at 5-foot intervals, with the metal plate struck vertically with the sledge hammer. The seismic data were recorded using a Geostuff Instruments BHG-2 triaxial geophone and a Geometrics Strataview seismograph. The seismograph allows the stacking of multiple hits with the sledge hammer where the signal will increase with each blow, while the random noise tends to reduce. The BHG-2 downhole geophone obtains firm coupling with the borehole using a mechanical clamping spring arm. I am confident that the recorded data and interpreted velocities and layer depths are representative of the subsurface materials at the boring location within the constraints of this geophysical method. The interpreted velocities are within the typical ranges for the types of materials described in the geologic logs, and which I have observed at other sites in the Pacific Northwest region. As with any geophysical method, bulk properties are measured and may not discern small variations in geology. Review of these results by a geologist familiar with the site conditions is also recommended. Please feel free to contact me if you have any questions or comments regarding this information. Sincerely, Philip H. Duoos Geophysical Consultant Washington State Licensed Geologist No. 561 Attachments: Table 1: Layer Velocity Summary Table Figure 1: Borehole Location Map Figure 2: Boring SB-1 Shear Wave Results Graph Figure 3: Boring SB-1 Compressional Wave Results Graph Figure 4: Boring SB-2 Shear Wave Results Graph Figure 5: Boring SB-2 Compressional Wave Results Graph Table 1 SHEAR AND COMPRESSIONAL WAVE VELOCITIES Borings SB-1 and SB-2 I-405 Bus Rapid Transit Facility Renton, Washington For WSP USA Inc. WSP # 16036P3 Shear Wave Velocities (ft/sec) Depth Range (ft) Velocity (ft/sec) 0 - 7.5 650 7.5 - 37.0 390 37.0 - 56.0 725 56.0 - 72.0 1,605 72.0 - 77.0 525 77.0 - 104.0 1,505 Shear Wave Velocities (ft/sec) Depth Range (ft) Velocity (ft/sec) 0 - 4.5 1,010 4.5 - 24.0 380 24.0 - 39.0 765 39.0 - 49.0 1,055 49.0 - 61.5 640 61.5 - 69.0 1,910 Compressional Wave Velocities (ft/sec) Depth Range (ft) Velocity (ft/sec) 0 - 8.0 1,350 8.0 - 41.5 2,310 41.5 - 104.0 6,175 Compressional Wave Velocities (ft/sec) Depth Range (ft) Velocity (ft/sec) 0 - 11.0 1,395 11.0 - 27.0 2,685 27.0 - 58.5 6,780 57.0 - 62.0 3,050 ?* 62.0 - 69.0 4,400 *Thin layer with velocity of 3,050 is questionable due to lack of data within the thin layer. While it fits the seismic data, it is based more on the geologic log. Boring SB-1 Boring SB-2 Philip H. Duoos, Geophysical Consultant for WSP USA Inc., WSP #160363P PHD # 1363-21, Sept. 13, 2021 TABLE 1 Shear and Compressional Wave Velocities Borings SB-1 and SB-2 I-405 Bus Rapid Transit Facility 200 ft N➤➤N 200' N SITE LOCATION MAP Downhole Shear Wave Study I-405 BRT and Bus Operations & Maintenance Facility Renton, Washington WSP Project # 160363P3 P. Duoos, Geophysical Consultant PHD # 1363-21, Sept 13, 2021 Fig. 1 -110 -105 -100 -95 -90 -85 -80 -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160Depth Below Surface ( feet )Travel Time ( ms ) Shear Wave Vertical Travel Time, Boring SB-1 Philip H. Duoos, Geophysical Consultantfor WSP USA Inc. WSP Project #160363P3 PHD #1363-21, Aug. 19, 2021 BORING SB-1 SHEAR WAVE FIRST ARRIVAL TIMES Interpreted Layer Velocity Intervals I-405 Bus Rapid Transit Facility Renton, Washington 650 fps 1,605 fps 725 fps 525 fps 7.5' 37' 72' 56' 77' 1,505 fps 390 fps Boring SB-1 is located near the NE corner of the existing building and completed to a depth of 105'. Fig. 2 Sept. 13, 2021 -105 -100 -95 -90 -85 -80 -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 0 10 20 30 40Depth Below Surface (feet)Travel Time (ms) Compressional Wave Vertical Travel Time, Boring SB-1 2,310 fps 8' 6400 SE 101st Industrial Portland, Oregon for Terra Associates, Inc., PN T-8251 FIGURE 1 41.5' ? June 7, 2020 1,350 fps 6,175 fps Philip H. Duoos, Geophysical Consultant for WSP USA Inc. WSP Project #160363P3 PHD #1363-21, Aug. 19, 2021 BORING SB-1 COMPRESSIONAL WAVE FIRST ARRIVAL TIMES Interpreted Layer Velocity Intervals I-405 Bus Rapid Transit Facility Renton, Washington Boring SB-1 is located near the NE corner of the existing building and completed to a depth of 105'. Fig. 3 Sept. 13, 2021 -80 -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 0 10 20 30 40 50 60 70 80 90 100 110 120Depth Below Surface ( feet )Travel Time ( ms ) Shear Wave Vertical Travel Time, Boring SB-2 1,010 fps 380 fps 1,055 fps 4.5' 24' 49' 39' 61.5' 1,910 fps Philip H. Duoos, Geophysical Consultant for WSP USA Inc. WSP Project #160363P3 PHD #1363-21, Aug. 19, 2021 BORING SB-2 SHEAR WAVE FIRST ARRIVAL TIMES Interpreted Layer Velocity Intervals I-405 Bus Rapid Transit Facility Renton, Washington Boring SB-2 is located near the SW corner of the existing building and completed to a depth of 70'. 765 fps 640 fps Fig. 4 Sept. 13, 2021 -80 -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 0 10 20 30 40Depth Below Surface ( feet )Travel Time ( ms ) Compressional Wave Vertical Travel Time, Boring SB-2 1,395 fps 2,685 fps 4,400 fps 11' 62' 6,780 fps 27' Philip H. Duoos, Geophysical Consultant for WSP USA Inc. WSP Project #160363P3 PHD #1363-21, Aug. 19, 2021 BORING SB-2 COMPRESSIONAL WAVE FIRST ARRIVAL TIMES Interpreted Layer Velocity Intervals I-405 Bus Rapid Transit Facility Renton, Washington Boring SB-2 is located near the SW corner of the existing building and completed to a depth of 70'. 57' 3,050 fps ?? Questionable thin velocity layer to correlate 4,400 fps layer closer to top of rock observed in geologic log (at approximately 63 feet deep) Fig. 5 Sept. 13, 2021 AE 0054-17 | South Renton Transit Center Geotechnical Recommendation Report I-405 corridor Laboratory Test Results RW-10 S-3 7.5 9.0 63.7 50 29 21 89.3 MH Gray, elastic SILT RW-10 S-5 13.0 14.0 163.8 OL Very dark grayish-brown, organic SILT RW-10 S-9a 30.5 31.0 62.0 55.9 ML Very dark grayish-brown, SILT with organics RW-10 S-9b 31.0 31.5 61.3 54.9 ML Dark grayish-brown, SILT with organics RW-11 S-4 10.0 11.5 170.1 OL Dark olive-brown, organic SILT RW-11 S-6 15.0 17.0 191.4 PT Very dark brown, PEAT RW-11 S-8 25.0 26.5 38.6 42 29 13 88.6 ML Grayish-brown, SILT RW-12 S-3 10.0 11.5 38.7 29.5 SM Grayish-brown, silty SAND RW-12 S-9 35.0 36.5 80.9 111 71 40 18.2 81.8 OH Grayish-brown, organic SILT with sand RW-12 S-11b 45.2 46.5 37.5 12.2 81.3 6.5 SP-SM Dark gray, poorly graded SAND with silt SB-1 S-6 12.5 14.5 40.0 36 27 9 74.5 ML Gray, SILT with sand SB-1 S-9 25.0 26.5 134.4 92 63 29 62.3 OH Olive-brown, sandy organic SILT SB-1 S-11 36.5 37.5 25.7 95.8 SM Gray, silty SAND SB-1 S-17 65.0 66.5 7.5 52.6 41.3 6.1 GW-GM Olive-brown, well-graded GRAVEL with silt and sand SB-2 S-4 10.0 11.5 52.1 46 29 17 97.1 ML Grayish-brown, SILT SB-2 S-7b 21.0 21.5 57.3 51 37 14 MH Olive-brown, elastic SILT SB-2 S-12 35.0 36.5 8.7 57.4 36.3 6.2 GW-GM Grayish-brown, well-graded GRAVEL with silt and sand SB-2 S-14 55.0 56.5 28.4 44.4 SM Dark gray, silty SAND SH-4 S-4a 11.0 11.5 36.8 SM Olive-brown, silty SAND SH-4 S-4 15.0 17.0 223.5 PT Very dark brown, PEATEXPLORATIONDESIGNATION 1. This table summarizes information presented elsewhere in the report and should be used in conjunction with the report test, other graphs and tables, and the exploration logs. 2. The soil classifications in this table are based on ASTM D2487 and D2488 as applicable. MATERIAL PROPERTIES 1 PAGE: 1 of 2 SUMMARY OF LL CLASSIFICATIONLIMITS (%) ATTERBERG CONTENT (%)% SAND% GRAVELPIPL(feet)TOP DEPTHBOTTOM DEPTH(feet)SAMPLE DESCRIPTIONDRY DENSITY (pcf)Notes:ASTM SOILMOISTURECONTENT (%)ORGANIC% FINES2017-135 T3PROJECT NO.: JHMATSUM 2017-135 PH 3.GPJ 8/19/21 FIGURE: Laboratory Testing for WSP I-405 BRT Project - Phase 3 Client Project No.: 160363P3.003 Task 3.04.2 SH-4 S-7 20.0 21.5 73.3 64 43 21 90.2 OH Very dark brown, organic SILT SH-4 S-9 30.0 31.5 115.2 19.2 PT Dark grayish-brown, PEAT SH-5 S-3 7.5 9.0 49.6 36 30 6 75.0 ML Grayish-brown, SILT with sand SH-5 S-4 10.0 11.5 106.5 15.5 OL Grayish-brown, organic SILT SH-5 S-8 25.0 26.5 62.7 58 53 5 84.9 OH Dark grayish-brown, organic SILT with sandEXPLORATIONDESIGNATION 1. This table summarizes information presented elsewhere in the report and should be used in conjunction with the report test, other graphs and tables, and the exploration logs. 2. The soil classifications in this table are based on ASTM D2487 and D2488 as applicable. MATERIAL PROPERTIES 2 PAGE: 2 of 2 SUMMARY OF LL CLASSIFICATIONLIMITS (%) ATTERBERG CONTENT (%)% SAND% GRAVELPIPL(feet)TOP DEPTHBOTTOM DEPTH(feet)SAMPLE DESCRIPTIONDRY DENSITY (pcf)Notes:ASTM SOILMOISTURECONTENT (%)ORGANIC% FINES2017-135 T3PROJECT NO.: JHMATSUM 2017-135 PH 3.GPJ 8/19/21 FIGURE: Laboratory Testing for WSP I-405 BRT Project - Phase 3 Client Project No.: 160363P3.003 Task 3.04.2 0 10 20 30 40 50 60 70 80 90 100 0.0010.010.1110 GRAIN SIZE IN MILLIMETERS 50 SAMPLE S-3 S-8 S-3 7.5 - 9.0 25.0 - 26.5 10.0 - 11.5 50 42 #10 30 CLASSIFICATION OF SOIL- ASTM D2487 Group Symbol and Name U.S. STANDARD SIEVE SIZES SAND 3 21 13 Coarse #60#40#20 Fine Coarse SYMBOL Gravel% 3"1-1/2"PERCENT FINER BY WEIGHT#4 #200 Sand% (MH) Gray, elastic SILT (ML) Grayish-brown, SILT (SM) Grayish-brown, silty SAND Fines% 0.00050.005 CLAY RW-10 RW-11 RW-12 29 29 SILT 3/4" GRAVEL 0.05 5/8" 70 #100 0.5 64 39 39 50 Medium Fine 3/8" 5 PI 90 10 % MC LL PLDEPTH ( ft.) PARTICLE-SIZE ANALYSIS OF SOILS METHOD ASTM D6913 89.3 88.6 29.5 2017-135 T3PROJECT NO.: HWAGRSZ 2017-135 PH 3.GPJ 8/19/21 FIGURE: Laboratory Testing for WSP I-405 BRT Project - Phase 3 Client Project No.: 160363P3.003 Task 3.04.2 0 10 20 30 40 50 60 70 80 90 100 0.0010.010.1110 CLAYSILT 3/4" Medium GRAIN SIZE IN MILLIMETERS 50 SAMPLE 71 27 40 9 PI Gravel% 12.2 Sand% 18.2 81.3 76.6 90 10 PARTICLE-SIZE ANALYSIS OF SOILS METHOD ASTM D6913 % MC 81 38 40 35.0 - 36.5 45.2 - 46.5 12.5 - 14.5 S-9 S-11b S-6 RW-12 RW-12 SB-1 111 36 Fine Coarse SYMBOL 3" 1-1/2" Fines%PERCENT FINER BY WEIGHT#4 #200 (OH) Grayish-brown, organic SILT with sand (SP-SM) Dark gray, poorly graded SAND with silt (ML) Gray, SILT with sand 0.00050.005 Clay%LL PL GRAVEL 0.05 5/8" 70 #100 0.5 Silt% 5.2 #10 30 U.S. STANDARD SIEVE SIZES SAND 4 Coarse #60#40 ASTM SOIL CLASSIFICATION #20 Fine 3/8" 5 6.5 74.5 50 DEPTH ( ft.) 2017-135 T3PROJECT NO.: HWAGRSZ SILT-CLAY PERCENTAGE 2017-135 PH 3.GPJ 8/19/21 FIGURE: Laboratory Testing for WSP I-405 BRT Project - Phase 3 Client Project No.: 160363P3.003 Task 3.04.2 0 10 20 30 40 50 60 70 80 90 100 0.0010.010.1110 GRAIN SIZE IN MILLIMETERS 50 SAMPLE S-9 S-17 S-4 25.0 - 26.5 65.0 - 66.5 10.0 - 11.5 92 46 #10 41.3 30 CLASSIFICATION OF SOIL- ASTM D2487 Group Symbol and Name U.S. STANDARD SIEVE SIZES SAND 5 29 17 Coarse #60#40#20 Fine Coarse SYMBOL Gravel% 3"1-1/2"PERCENT FINER BY WEIGHT#4 #200 52.6 Sand% (OH) Olive-brown, sandy organic SILT (GW-GM) Olive-brown, well-graded GRAVEL with silt and sand (ML) Grayish-brown, SILT Fines% 0.00050.005 CLAY SB-1 SB-1 SB-2 63 29 SILT 3/4" GRAVEL 0.05 5/8" 70 #100 0.5 134 7 52 50 Medium Fine 3/8" 5 PI 90 10 % MC LL PLDEPTH ( ft.) PARTICLE-SIZE ANALYSIS OF SOILS METHOD ASTM D6913 62.3 6.1 97.1 2017-135 T3PROJECT NO.: HWAGRSZ 2017-135 PH 3.GPJ 8/19/21 FIGURE: Laboratory Testing for WSP I-405 BRT Project - Phase 3 Client Project No.: 160363P3.003 Task 3.04.2 0 10 20 30 40 50 60 70 80 90 100 0.0010.010.1110 GRAIN SIZE IN MILLIMETERS 50 SAMPLE S-12 S-14 S-7 35.0 - 36.5 55.0 - 56.5 20.0 - 21.5 64 #10 36.3 30 CLASSIFICATION OF SOIL- ASTM D2487 Group Symbol and Name U.S. STANDARD SIEVE SIZES SAND 6 21 Coarse #60#40#20 Fine Coarse SYMBOL Gravel% 3"1-1/2"PERCENT FINER BY WEIGHT#4 #200 57.4 Sand% (GW-GM) Grayish-brown, well-graded GRAVEL with silt and sand (SM) Dark gray, silty SAND (OH) Very dark brown, organic SILT Fines% 0.00050.005 CLAY SB-2 SB-2 SH-4 43 SILT 3/4" GRAVEL 0.05 5/8" 70 #100 0.5 9 28 73 50 Medium Fine 3/8" 5 PI 90 10 % MC LL PLDEPTH ( ft.) PARTICLE-SIZE ANALYSIS OF SOILS METHOD ASTM D6913 6.2 44.4 90.2 2017-135 T3PROJECT NO.: HWAGRSZ 2017-135 PH 3.GPJ 8/19/21 FIGURE: Laboratory Testing for WSP I-405 BRT Project - Phase 3 Client Project No.: 160363P3.003 Task 3.04.2 0 10 20 30 40 50 60 70 80 90 100 0.0010.010.1110 GRAIN SIZE IN MILLIMETERS 50 SAMPLE S-3 S-8 7.5 - 9.0 25.0 - 26.5 36 58 #10 30 CLASSIFICATION OF SOIL- ASTM D2487 Group Symbol and Name U.S. STANDARD SIEVE SIZES SAND 7 6 5 Coarse #60#40#20 Fine Coarse SYMBOL Gravel% 3"1-1/2"PERCENT FINER BY WEIGHT#4 #200 Sand% (ML) Grayish-brown, SILT with sand (OH) Dark grayish-brown, organic SILT with sand Fines% 0.00050.005 CLAY SH-5 SH-5 30 53 SILT 3/4" GRAVEL 0.05 5/8" 70 #100 0.5 50 63 50 Medium Fine 3/8" 5 PI 90 10 % MC LL PLDEPTH ( ft.) PARTICLE-SIZE ANALYSIS OF SOILS METHOD ASTM D6913 75.0 84.9 2017-135 T3PROJECT NO.: HWAGRSZ 2017-135 PH 3.GPJ 8/19/21 FIGURE: Laboratory Testing for WSP I-405 BRT Project - Phase 3 Client Project No.: 160363P3.003 Task 3.04.2 0 10 20 30 40 50 60 70 80 90 100 0 40 80 120 160 200 7.5 - 9.0 25.0 - 26.5 35.0 - 36.5 12.5 - 14.5 25.0 - 26.5 10.0 - 11.5 (MH) Gray, elastic SILT (ML) Grayish-brown, SILT (OH) Grayish-brown, organic SILT with sand (ML) Gray, SILT with sand (OH) Olive-brown, sandy organic SILT (ML) Grayish-brown, SILT LIQUID LIMIT (LL) 50 42 111 36 92 46 % MC LL RW-10 RW-11 RW-12 SB-1 SB-1 SB-2 64 39 81 40 134 52 LIQUID LIMIT, PLASTIC LIMIT AND PLASTICITY INDEX OF SOILS METHOD ASTM D4318 89.3 88.6 81.8 74.5 62.3 97.1 8 21 13 40 9 29 17 CL-ML % FinesSAMPLE ML CLASSIFICATION MHPLASTICITY INDEX (PI)SYMBOL PL PI 29 29 71 27 63 29 S-3 S-8 S-9 S-6 S-9 S-4 DEPTH (ft) CL CH 2017-135 T3PROJECT NO.: HWAATTB EXPANDED SAMPLE COLUMN (HIGH LL) 2017-135 PH 3.GPJ 8/19/21 FIGURE: Laboratory Testing for WSP I-405 BRT Project - Phase 3 Client Project No.: 160363P3.003 Task 3.04.2 0 10 20 30 40 50 60 70 80 90 100 0 40 80 120 160 200 21.0 - 21.5 20.0 - 21.5 7.5 - 9.0 25.0 - 26.5 (MH) Olive-brown, elastic SILT (OH) Very dark brown, organic SILT (ML) Grayish-brown, SILT with sand (OH) Dark grayish-brown, organic SILT with sand LIQUID LIMIT (LL) 51 64 36 58 % MC LL SB-2 SH-4 SH-5 SH-5 57 73 50 63 LIQUID LIMIT, PLASTIC LIMIT AND PLASTICITY INDEX OF SOILS METHOD ASTM D4318 90.2 75.0 84.9 9 14 21 6 5 CL-ML % FinesSAMPLE ML CLASSIFICATION MHPLASTICITY INDEX (PI)SYMBOL PL PI 37 43 30 53 S-7b S-7 S-3 S-8 DEPTH (ft) CL CH 2017-135 T3PROJECT NO.: HWAATTB EXPANDED SAMPLE COLUMN (HIGH LL) 2017-135 PH 3.GPJ 8/19/21 FIGURE: Laboratory Testing for WSP I-405 BRT Project - Phase 3 Client Project No.: 160363P3.003 Task 3.04.2 I-405 BRT - Phase 3 Lab Ttesting SB-1 Sample No.:S-11 35.0-36.5 Soil Description:SILT with sand Soil Color:Gray Average Strain Rate:0.5 % per min. Soil Group Symbol:ML Soil Specific Gravity:2.65 (assumed) Normal Stress (psf)1750.00 3500.00 7000.00 Average Peak Stress (psf)1106.65 2249.79 4335.24 Initial Moisture Content (%):42.6 42.6 42.6 42.6 Cohesion phi Angle Wet Unit Weight (pcf):104.9 109.3 109.4 107.9 psf (degrees) Dry Unit Weight (pcf):73.6 76.6 76.8 75.6 Peak 63.9 31.5 Calculated Void Ratio 1.248 1.158 1.154 1.187 Calculated Porosity 0.555 0.537 0.536 0.543 Calculated Saturation (%)90.4 97.5 97.8 95.2 Final Moisture Content (%)48.9 41.1 39.2 43.1 Checked By:S. Greene Figure 10 Indicated Strength Parameters HWA GEOSCIENCES INC. Materials Testing Laboratory Direct Shear Test of Soils Under Consolidated Drained Conditions (ASTM D 3080) 2017-135 Phase 3 Sample Point: Project Name:Project Number: Sample Depth: 0.00 500.00 1000.00 1500.00 2000.00 2500.00 3000.00 3500.00 4000.00 4500.00 5000.00 0.00 1000.00 2000.00 3000.00 4000.00 5000.00 6000.00 7000.00 8000.00Shear Stress (psf)Normal Stress (psf) Peak Peak Trend 0.00 500.00 1000.00 1500.00 2000.00 2500.00 3000.00 3500.00 4000.00 4500.00 5000.00 0.00 2.00 4.00 6.00 8.00 10.00 12.00 14.00 16.00 18.00Shear Stress (psf)% Strain Normal Stress: 1750.00 Normal Stress: 3500.0 Normal Stress: 7000.0 -0.100 -0.080 -0.060 -0.040 -0.020 0.000 0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 18.0 Dilation/Contraction(inches) Tested By: GB Checked By: SEG CONSOLIDATION TEST REPORT Cv(ft.2/day)0 0.4 0.8 1.2 1.6 2 Applied Pressure - ksf 0.1 1 10Percent Strain70 60 50 40 30 20 10 0 -10 -20 -30 Natural Dry Dens.LL PI Sp. Gr. USCS AASHTO Initial Void Saturation Moisture (pcf) Ratio 110.7 % 191.4 % 25.6 1.905 PT 3.294 Very dark brown, PEAT 2017-135 T3 WSP I-405 BRT Project - Phase 3 Client Project No.: 160363P3.003 Task 3.04.2 Specific gravity by ASTM D 854 11 MATERIAL DESCRIPTION Project No. Client:Remarks: Project: Source of Sample: RW-11 Depth: 15.0 - 17.0 Sample Number: S-6 Figure Tested By: GB Checked By: SEG CONSOLIDATION TEST REPORT Cv(ft.2/day)0 0.015 0.03 0.045 0.06 0.075 Applied Pressure - ksf 0.1 1 10Percent Strain26 23 20 17 14 11 8 5 2 -1 -4 Natural Dry Dens.LL PI Sp. Gr. USCS AASHTO Initial Void Saturation Moisture (pcf)Ratio 104.9 % 42.3 % 79.9 46 17 2.65 ML 1.069 Grayish-brown, SILT 2017-135 T3 WSP I-405 BRT Project - Phase 3 Client Project No.: 160363P3.003 Task 3.04.2 Specific gravity assumed 12 MATERIAL DESCRIPTION Project No. Client:Remarks: Project: Source of Sample: SB-2 Depth: 10.0 - 11.5'Sample Number: S-4 Figure Tested By: GB Checked By: SEG CONSOLIDATION TEST REPORT Cv(ft.2/day)0 0.4 0.8 1.2 1.6 2 Applied Pressure - ksf 0.1 1 10Percent Strain80 70 60 50 40 30 20 10 0 -10 -20 Natural Dry Dens.LL PI Sp. Gr. USCS AASHTO Initial Void Saturation Moisture (pcf) Ratio 76.8 % 223.5 % 20.6 1.822 PT 5.301 Very dark brown, PEAT 2017-135 T3 WSP I-405 BRT Project - Phase 3 Client Project No.: 160363P3.003 Task 3.04.2 Specific gravity by ASTM D 854 13 MATERIAL DESCRIPTION Project No. Client:Remarks: Project: Source of Sample: SH-4 Depth: 15.0 - 17.0'Sample Number: S-6 Figure AE 0054-17 | South Renton Transit Center Geotechnical Recommendation Report I-405 corridor Pavement Design Data and Calculations I-405 BRT - SRTC Site - Recommended Pavement Sections M Cline 2/7/2022 SECTION NO.ROADWAY DESIGN LIFE (YEARS) PAVEMENT TYPE REQUIRED STRUCTURAL NUMBER PROVIDED STRUCTURAL NUMBER PCCP THICKNESS1 (IN) HMA THICKNESS2 (IN) CSCB THICKNESS3 (IN) TOTAL THICKNESS (IN) ASSUMED SUBSURFACE CONDITIONS IN UPPER 5-10 FT4 MEASURED APPROX. DEPTH TO GROUND- WATER (FT) SUBGRADE PREPARATION NOTES 1 Bus Lane 20 Rigid N/A N/A 11.0 0.0 6.0 17.0 Loose sands and soft, wet silts </=5 Prior to construction of the pavement section, place geosynthetics per Note 5. Recommendation is based on design analysis. 2 Parking Lot/Garage Access 20 Flexible 3.43 3.54 0.0 5.0 8.0 13.0 Loose sands and soft, wet silts </=5 Prior to construction of the pavement section, place geosynthetics per Note 5. Recommendation is based on design analysis. 3 Lake Ave S 20 Flexible 6.14 6.17 0.0 10.0 9.0 19.0 Loose sands and soft, wet silts </=5 Prior to construction of the pavement section, place geosynthetics per Note 5. Recommendation is based on design analysis. NOTES: 1) WSDOT Item 5-05 2) WSDOT Item 5-04 3) WSDOT Item 4-04 4) Assumed subgrade conditions must be verified prior to construction. 5) Place geogrid (Tencate’s Mirafi BXG, Tensar’s TriAx, or Carthage Mills GBX) over geotextile (WSDOT Item 9-33, Table 3) on existing subgrade in accordance with manufacturer's specifications. - Analysis and results assume up to 3' cut and 1.5' fill. I-405 BRT - SRTC Site - ESAL Computations M Cline 1/12/2022 Initial Service Year (ISY): 2026 Rigid ESAL Factor, Car: 0.0002 Rigid ESAL Factor, Truck: 1.7 Rigid ESAL Factor, 40-ft Single Unit (SU) Bus: 4.42 Rigid ESAL Factor, 60-ft Articulated Bus: 6.4 SECTION NO.ROADWAY DESIGN CODE (FOR DESIGN LIFE) DESIGN LIFE (YEARS) PAVEMENT TYPE, R OR F1 NO. OF LANES GROWTH RATE, BUS TRAFFIC2 GROWTH RATE, GEN. PURPOSE TRAFFIC2 ADT3 % TRUCKS % 40-ft SU BUSSES % 60-ft ARTIC. BUSSES TOTAL % BUSSES %SU/ %TOTAL BUSSES % Artic./ %TOTAL BUSSES % CARS TOTAL % VEHICLES # BUSSES PER DAY # TRUCKS PER DAY # CARS PER DAY GROWTH FACTOR, BUS TRAFFIC GROWTH FACTOR, GEN. PURPOSE TRAFFIC TOTAL RIGID 18K ESALS (NO LDF OR DDF) LDF4 DDF5 FACTORED RIGID 18K ESALS DESIGN LANE 18K ESALS (R OR F) 1 Bus Lane Sound Transit (2021)20 R 1 0.0 0.0 1,265 0.0 0.0 100.0 100.0 0.0 100 0.0 100.0 1,265 0 0 20.00 20.00 59,101,400 1.0 1.0 59,101,400 59,101,400 2 Parking Lot/Garage Access Sound Transit (2021)20 F 1 0.0 0.0 950 3.0 0.0 0.0 0.0 N/A N/A 97.0 100.0 0 28.5 922 20.00 20.00 355,000 1.0 1.0 355,000 236,700 3 Lake Ave S City of Renton (1998)20 F 1 0.0 1.0 2,550 2.0 0.0 20.0 20.0 0.0 100.0 78.0 100.0 510 51 1,989 20.00 22.02 24,527,400 1.0 1.0 24,527,400 16,351,600 NOTES: 1) R = Rigid, F = Flexible 2) Minimum value must be 0.0001. Do not enter 0. 3) ADT = Average Daily Traffic 4) LDF = Lane Distribution Factor, from AASHTO (1993) to estimate design lane traffic load based on number of lanes 5) DDF = Directional Distribution Factor, from AASHTO (1993) to estimate design lane traffic load based on directional distribution of traffic COMPUTATIONS (per AASHTO, 1993): When applicable, used iterative process varying values of % 40-ft busses and % 60-ft busses to obtain the # busses per day (which was provided by the Traffic Engineer) % Cars = 100.0 - % trucks - % busses Growth Factor = ((1+Growth Rate/100)^Design Life-1)/(Growth Rate/100) Total Rigid 18K ESALs = (# SU Busses Per Day * SU Bus ESAL Factor + # Artic. Busses Per Day * Artic. Bus Factor + # Trucks Per Day * Truck ESAL Factor + # Cars Per Day * Car ESAL Factor) * 365 * Growth Factor Factored Rigid 18K ESALs = Total Rigid 18K ESALs * LDF * DDF Design Lane 18K ESALs = For rigid pavement, Design Lane 18K ESALs is Factored Rigid 18K ESALs. For flexible pavement, Design Lane 18K ESALs is Factored Rigid 18K ESALs divided by 1.5 (per AASHTO, 1993). ASSUMPTIONS: Values of one directional ADT for ISY, % trucks, # busses, distribution of busses, and growth rates were provided by the Traffic Engineer. ESAL factors were assumed based on discussions with Seattle Dept of Transportation for Alaskan Way Viaduct Project (2017). Used Design Life of 20 years for Lake Ave to be consistent with other two sections. City of Renton code does not specify design life. Enter values for cells with blue I-405 BRT - SRTC Site - Structural Design Inputs/Assumptions for Flexible Pavement Design M Cline 1/12/2022 SECTION NO.ROADWAY DESIGN CODE ANALYSIS METHOD1a,b DESIGN LIFE (YEARS)2 PAVEMENT TYPE RELIABILITY INITIAL SERVICE- ABILITY INDEX FINAL SERVICE- ABILITY INDEX STANDARD DEVIATION SUBSURFACE CONDITIONS IN UPPER 5-10 FT MEASURED APPROX. DEPTH TO GROUND- WATER (FT) FROST GROUP3 FROST SUSCEPTIBILITY3 FROST DEPTH4 (IN.) ASSUMED SUBGRADE RESILIENT MODULUS5 ELASTIC MODULUS, CSBC (PSI) LAYER COEFFICIENT, HMA LAYER COEFFICIENT, CSBC 1 Parking Lot/Garage Access Sound Transit (2021) AASHTO (1993)20 Flexible 85 4.2 2.0 0.45 Loose sands and soft, wet silts </=5 F3/F4 High to Very High 15 3,300 30,000 0.50 0.13 2 Lake Ave S City of Renton (1998) AASHTO (1993)20 Flexible 85 4.2 2.0 0.45 Loose sands and soft, wet silts </=5 F3/F4 High to Very High 15 3,300 30,000 0.50 0.13 NOTES: 1a) Used AASHTO (1993) design procedures. City of Renton design code (1998) specifies that the Asphalt Institute's Thickness Design Manual (MS-1) is to be used for pavement design. Based on AI's website, the method is based on the AASHTO 1993, 1998 methods. Must be confirmed. 1b) Except where noted below, AASHTO (1993) input parameters were used in the analyses. 2) For Section 1, Design Life based on Sound Transit (2021). Used same for Section 2 since design life is not specified in City of Renton (1998). 3) Frost Group/Susceptibility determined based on FHWA's Geotechnical Aspects of Pavements (2006). 4) Frost Depth obtained from WSDOT (2018), Figure A2.3. 5) Based on correlation with assumed CBR for subgrade soils. Must be confirmed after review of lab test results. Additional note: Drainage coefficient = 1.0. I-405 BRT - SRTC - Structural Design Inputs/Assumptions for Rigid Pavement Design Michelle Cline 1/12/2022 INPUT VALUE REFERENCE Analysis Method --AASHTO Guide for Design of Pavement Structures (1993, 1998) per WSDOT Pavement Policy (2018) Initial Service Year 2026 Provided by Traffic Engineer Design Life 20 years Sound Transit (2021) ESALs, Bus Lane 59,101,400 Computed in ESALs worksheet Reliability 85%AASHTO(1993)/WSDOT Pavement Policy (2018) for <10 million ESALs Initial Serviceability Index 4.5 AASHTO Guide for Design of Pavement Structures (1993) Terminal Serviceability Index 2.0 AASHTO Guide for Design of Pavement Structures (1993) Standard Deviation 0.35 AASHTO Guide for Design of Pavement Structures (1993) Joint Load Transfer Coefficient 3.2 WSDOT Pavement Policy (2018) Modulus of Rupture 700 psi WSDOT Pavement Policy (2018) Modulus of Elasticity 4.0E06 psi WSDOT Pavement Policy (2018) Subgrade Soil/GW Conditions in Assumed Soil Profile --Loose sands and soft, wet silts; GW </= 5' References for Subgrade Soil/GW Conditions --Borings S-1, SB-2, SH-4, SH-5, BH-7 through 10, BH-15 k-value 100 psi per in.Correlations based on soil classification and assumed CBR (Hall, 2001; FHWA, 1997) Frost Depth 15 in.WSDOT Pavement Policy (2018) Frost Group/Susceptibility F3/F4 - High to Very High FHWA Geotechnical Aspects of Pavements (2006) Base Thickness 6.0 Assigned Slab/Base Friction Coefficient 2.0 Estimated based on ranges in 1988 AASHTO Supplement Procedure Worksheet (for slab on aggregate) Joint Spacing 15 ft WSDOT Pavement Policy (2018) Edge Support Adjustment Factor 0.94 1988 AASHTO Supplement Procedure Worksheet for 12' lane and concrete tied shoulder Concrete Poisson's Ratio 0.2 Typical value (FHWA) Layer Modulus, CSBC 30K psi WSDOT Pavement Policy (2018) Mean Annual Temperature 52 deg F LTPP InfoPave online module Mean Annual Precipitation 35 in.LTPP InfoPave online module Mean Annual Wind Speed 2 mph LTPP InfoPave online module Dowel Diameter 1.5 in.WSDOT Pavement Policy (2018) Drainage Coefficient 1.00 WSDOT Pavement Policy (2018) Friction Adjustment Factor 0.8 For aggregate base (per Joint Faulting Check Worksheet) Base Type 0 For unstabilized base (per Joint Faulting Check Worksheet) Widened Slab 0 For slab that is not widened (per Joint Faulting Check Worksheet) Annual Temperature Range 69 deg F LTPP InfoPave online module (Avg Max - Avg Min) Freezing Index 25 F deg-days LTPP InfoPave online module Days above 90 deg F 0.5 LTPP InfoPave online module 1998 AASHTO Supplement Procedure Worksheet General Inputs/Material Properties Joint Faulting Check Worksheet LTPP INFOPAVE - CLIMATE DATA FOR BELLEVUE, WASHINGTON https://infopave.fhwa.dot.gov/Data/ClimateTool 1/7/2022 MERRA_ID YEAR PRECIPITATION 152733 2010 39.06 152733 2011 33.18 152733 2013 30.01 152733 2012 39.86 152733 2014 37.24 152733 2015 38.29 152733 2016 38.57 152733 2017 38.07 152733 2018 31.08 152733 2020 35.64 152733 2019 28.12 AVERAGE:35.37 MERRA_ID YEAR TEMP_AVG TEMP_MAX TEMP_MIN TEMP_MEAN_AVG TEMP_MEAN_STDEV DAYS_ABOVE_32_C FREEZE_INDEX 152733 2010 50.54 88.7 15.98 50.9 32.3384 0 32 152733 2011 48.92 80.42 19.04 49.1 32.2898 0 27 152733 2012 50 91.04 24.8 50.36 32.4716 1 13 152733 2014 51.98 92.84 14.36 52.52 32.3744 1 49 152733 2013 50.54 90.32 13.64 51.08 32.378 1 40 152733 2016 52.16 90.5 22.82 52.7 32.4122 1 23 152733 2017 50.54 93.02 20.48 50.9 32.3294 1 48 152733 2019 51.08 89.78 19.58 51.62 32.3132 0 31 152733 2020 51.44 91.58 25.52 51.98 32.3618 1 2 152733 2015 53.06 89.6 24.62 53.6 32.234 0 0 152733 2018 51.62 88.16 21.74 51.98 32.3654 0 13 AVERAGE:51.08 89.63 20.23 51.52 32.35 0.55 25.27 avg temp range:69.40 MERRA_ID YEAR WIND_VELOCITY_AVG 152733 2011 2 152733 2010 2 152733 2012 2 152733 2013 2 152733 2015 2 152733 2016 2 152733 2019 2 152733 2014 2 152733 2017 2 152733 2018 2 152733 2020 2 soundtransit.org brt@soundtransit.org 206-398-5470