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Home My WebLink AboutRS_TrafficImpactAnalysis_Walker'sSubaru_250404_V1.pdf 1011 E Main Ave Suite 453 | Puyallup, WA | 98372 (253) 770-1401| heathtraffic.com TRAFFIC IMPACT ANALYSIS Walker’s Renton Subaru Renton, Washington February 19, 2025 HeathTraffic.com Walker’s Renton Subaru TIA 2 WALKER’S RENTON SUBARU TRAFFIC IMPACT ANALYSIS Prepared for: Gar Hansen HHJ Architects Prepared by: Heath & Associates PO Box 397 Puyallup, WA 98371 (253) 770 1401 Heathtraffic.com License: 02/19/2025 HeathTraffic.com Walker’s Renton Subaru TIA 3 WALKER’S RENTON SUBARU TRAFFIC IMPACT ANALYSIS CONTENTS 1. Introduction ........................................................................................................... 4 2. Project Description ............................................................................................... 4 3. Existing Conditions .............................................................................................. 6 4. Forecast Traffic Demand and Analysis ............................................................ 14 5. Conclusions & Mitigation .................................................................................. 25 TABLES 1. Roadway Network ................................................................................................ 6 2. Existing Peak Hour Level of Service ................................................................. 10 3. Collision History .................................................................................................. 11 4. Collision History Crash Types ........................................................................... 11 5. Collision History Severity ................................................................................... 12 6. Project Trip Generation ..................................................................................... 14 7. Forecast 2028 Peak Hour Level of Service ...................................................... 24 FIGURES 1. Vicinity Map & Roadway System ......................................................................... 4 2. Site Plan ................................................................................................................. 5 3. Existing AM Peak Hour Volumes ........................................................................ 8 4. Existing PM Peak Hour Volumes ......................................................................... 9 5. Collision History Map ......................................................................................... 13 6. AM Peak Hour Trip Distribution & Assignment .............................................. 16 7. PM Peak Hour Trip Distribution & Assignment .............................................. 17 8. AM Peak Hour Pipeline Volumes ...................................................................... 18 9. PM Peak Hour Pipeline Volumes ...................................................................... 19 10. Forecast 2028 AM Peak Hour Volumes without Project ................................ 20 11. Forecast 2028 PM Peak Hour Volumes without Project ................................ 21 12. Forecast 2028 AM Peak Hour Volumes with Project ..................................... 22 13. Forecast 2028 PM Peak Hour Volumes with Project ...................................... 23 HeathTraffic.com Walker’s Renton Subaru TIA 4 WALKER’S RENTON SUBARU TRAFFIC IMPACT ANALYSIS 1. INTRODUCTION Heath & Associates has been engaged to prepare a Traffic Impact Analysis (TIA) to assess the impact of a proposed expansion located at 519 SW 12th Street (Walker’s Subaru Parts and Service). The tasks include reviewing existing traffic conditions in the site vicinity and comparing them to future buildout conditions, both with and without the proposed development. As a final step, conclusions, and if necessary, mitigation measures, will be identified. 2. PROJECT DESCRIPTION Walker’s Renton Subaru is seeking to expand their current operations at the Parts and Service Center located at 519 SW 12th Street. The proposal includes a 14,417 square foot addition to the existing building. As part of site development, an existing service building is to be demolished for new construction which includes 8 service bays (505 SW 12th Street). The subject site is bordered by SW 12th Street to the north and Lind Avenue SW to the east situated on 2.13-acres within tax parcel number 3340404265. Site ingress/egress is proposed to remain as existing. The site can be accessed via SW 12th Street, Seneca Avenue SW, and SW 13th Street. A vicinity map is provided below with the subject site highlighted in blue (Figure 1). Shown in red is the building which is to be demolished. A conceptual site plan is presented in Figure 2. N Figure 1: Vicinity Map Subject Site SITE PLAN FIGURE 2 WALKER'S RENTON SUBARU N 5 HeathTraffic.com Walker’s Renton Subaru TIA 6 3. EXISTING CONDITIONS 3.1 Existing Street System The primary roadways serving the project are listed and described below in Table 1. Table 1: Roadway Network Functional Classification Roadway Speed Limit (MPH) Lanes Sidewalk/ Walking Path Street Parking Bike Lane Principal Arterial SW Grady Way 35 4-5 Yes No No Minor Arterial Lind Ave SW 30-35 4 Yes No No Local SW 12th St 25 2 Yes Yes No Seneca Ave SW 25 2 Yes Yes No 3.2 Transit Service A review of the King County Metro regional bus schedule indicates that transit is available to and from the subject site (under one mile). The subject site is served by Route 153 and Route F Line. The transit stop is located at the intersection of SW Grady Way & Lind Ave SW, which serves both routes. Transit routes times are shown below. • Route 153 – Kent, S Renton P&R, Renton Transit Center  Weekday service is provided from 5:37 AM to 8:15 PM  No weekend service is offered. • Route F Line – Burien Transit Center, SeaTac, Tukwila International Boulevard Station, Tukwila Station, Renton Transit Center, The Landing  Weekday service is provided from 4:44 AM to 12:46 AM  Saturday service is provided from 5:59 AM to 12:45 AM  Sunday service is provided from 6:00 AM to 12:45 AM Please refer to the King County Metro schedule for more detailed information. 3.3 Roadway Improvements According to the City of Renton’s Six-Year (2024-2029) Transportation Improvement Program (TIP), two roadway improvements are planned near the subject site. However, it is important to note that both projects are classified as “candidate projects” and are not currently funded. Summaries of each project are provided on the following page. HeathTraffic.com Walker’s Renton Subaru TIA 7 Grady Way & Rainier Ave Intersection Improvements (Map ID: 27): This project entails intersections improvements which are to provide grade separation of one eastbound and one westbound lane of Grady Way South over SR 167, construct an additional right turn lane from eastbound Grady Way South to southbound SR 167, construct new curbs, gutters, storm drainage and sidewalk improvements and; install Transit Signal Priority through the intersection of SR 167 & Grady Way South. Lind Ave SW Roadway Widening (Map ID: 31): This project entails widening the existing roadway to five lanes where required. Includes new roadway, curbs, sidewalks, drainage, signals, lighting, signing and channelization. Additionally, these improvements address demands resulting from an interchange at Lind Ave SW which is included in the WSDOT I-405 Master Plan (currently unfunded). A potential project could be a signal at the intersection at Lind Ave SW and SW 34th St which is currently unsignalized. 3.4 Existing Peak Hour Volumes Field data for this study was collected in February of 2025 at each study intersection listed below. 1. SW Grady Way & Lind Avenue SW 2. SW Grady Way & Seneca Avenue SW 3. Lind Avenue SW & SW 12th Street 4. Seneca Avenue SW & SW 12th St The counts were administered during the AM peak period from 6:00-9:00 AM and the PM peak period from 3:00-6:00 PM. The one-hour reflecting the highest overall volumes for each peak hour is then derived and used for intersection capacity analysis. The AM and PM peak hour volumes are presented in Figures 3 and 4, respectively. Refer to the appendix for the count sheets. 3.5 Non-Motorist Activity and Infrastructure Pedestrian and bicycle activity was monitored on the nearby street segments studied for this project during the AM and PM peak hour field counts. Most of the non- motorist activity occurred at the intersection of SW Grady Way & Lind Avenue SW with 9 AM crossings and 12 PM crossings. Non-motorist peak hour activity at each intersection can be found in the appendix within the count sheets. Non-motorist infrastructure in the site vicinity consists of sidewalk along SW Grady Way and Lind Avenue SW. Discontinuous sidewalk is provided along both 12th Street and Seneca Avenue. Marked pedestrian crosswalks are available at major intersections in the study area. EXISTING AM PEAK HOUR VOLUMES FIGURE 3 WALKER'S RENTON SUBARU N SITE SW 12TH S T SW GRA D Y W A Y LI N D A V E S W SE N E C A A V E S W 456 213 18141 68 301 50 64 73 79 25 83 540 6 33 10 464 STOP 1 5 00 0 2 1 5 4 0 1 1 STOP STOP 4 1 10 283 6 320 ST O P 1 2 7 27 11 ST O P 1 8 EXISTING PM PEAK HOUR VOLUMES FIGURE 4 WALKER'S RENTON SUBARU N SITE SW 12TH S T SW GRA D Y W A Y LI N D A V E S W SE N E C A A V E S W 573 107 50461 41 732 96 116 147 133 144 62 8 8 9 684 10 231 ST O P 1 11 7 20 39 ST O P 1 739 2 90 3 916 STOP 6 4 40 0 4 3 5 10 2 4 5 STOP STOP 9 HeathTraffic.com Walker’s Renton Subaru TIA 10 3.6 Existing Peak Hour Level of Service Level of Service (LOS) rates1 the quality of traffic flow and user experience, typically on a scale from A to F, where: • LOS A represents free-flowing traffic with minimal delays and low congestion. • LOS B indicates stable traffic flow with some minor delays. • LOS C shows moderate traffic flow with noticeable delays at peak times. • LOS D represents high-density traffic with more frequent and longer delays. • LOS E is near-capacity conditions with significant delays and congestion. • LOS F denotes over-capacity conditions, where traffic flow breaks down, resulting in severe congestion and delays. Level of service calculations were made using the Synchro 12 analysis program. For signalized intersections, LOS is determined by the overall delay. For side-street stop- controlled intersections, LOS is determined by the approach with the highest delay. Table 2 below summarizes existing AM and PM peak hour LOS. Table 2: Existing Peak Hour Level of Service Delays given in seconds per vehicle Intersection Control Peak Hour LOS Delay SW Grady Way & Lind Ave SW Signal AM PM B B 14.4 16.9 SW Grady Way & Seneca Ave SW Stop AM PM B B 11.9 11.7 Lind Ave SW & SW 12th St Stop AM PM B B 13.5 12.8 Seneca Ave SW & SW 12th St Stop AM PM A A 9.4 9.2 Renton LOS Standards2: LOS D or better expect for SW Grady Way (LOS E Mitigated). Existing AM and PM peak hour level of service is shown to operate with LOS B conditions or better, meeting City LOS standards. 1 Signalized Intersections - Level of Service Stop Controlled Intersections – Level of Service Control Delay per Control Delay per Level of Service Vehicle (sec) Level of Service Vehicle (sec) A ≤10 A ≤10 B >10 and ≤20 B >10 and ≤15 C >20 and ≤35 C >15 and ≤25 D >35 and ≤55 D >25 and ≤35 E >55 and ≤80 E >35 and ≤50 F >80 F >50 Highway Capacity Manual, 7th Edition 2 City of Renton Comprehensive Plan HeathTraffic.com Walker’s Renton Subaru TIA 11 3.7 Collision History Collision history at each study intersection was requested from WSDOT for the prior five full years between October 2019 through October 2024. Refer to Table 3 below. Table 3: Collision History Ref # Intersection 2019 2020 2021 2022 2023 2024 Avg/ Yr 1 SW Grady Way & Lind Ave SW 2 4 5 6 4 5 5.2 2 SW Grady Way & Seneca Ave SW 0 0 1 0 1 1 0.6 3 Lind Ave SW & SW 12th St 0 0 0 0 0 0 0.0 4 Seneca Ave SW & SW 12th St 0 0 0 0 0 0 0.0 The study area experienced a total of 29 collisions. Of these, two collisions resulted in suspected minor injury. There were no reported collisions along SW 12th Street. Collision Type Analysis Summaries of collision types that occurred are provided in Table 4 below. Table 4: Collision History Crash Types Number of Crashes (Oct. 2019-Oct. 2024) Crash Type Grady/Lind Grady/Seneca From Opposite Direction 9 0 Enter at Angle 6 1 Rear-End 5 1 Signal Pole 3 0 Sideswipe 2 0 Over Roadway Power Lines 1 0 Linear Curb 0 1 The collision types in the study area were listed as “from opposite direction” (9), followed by “enter at angle” (7), “rear-end” (6), “signal pole” (3), “sideswipe” (2), “over roadway power lines” (1), and “linear curb” (1). HeathTraffic.com Walker’s Renton Subaru TIA 12 Collision Severity Analysis A collision severity summary is summarized in Table 5. Table 5: Collision History Severity Number of Crashes (Oct. 2019-Oct. 2024) Crash Type Grady/Lind Grady/Seneca Fatal (K) 0 0 Incapacitating Injury (A) 0 0 Non-incapacitating Injury (B) 2 0 Possible Injury (C) 6 0 Property Damage Only (PDO)/Unknown 18 3 Figure 5 on the following page illustrates a collision history map. COLLISION HISTORY MAP FIGURE 5 WALKER'S RENTON SUBARU NSW GRADY W A Y LI N D A V E S W SE N E C A A V E S W SW 12TH ST 26 COLLISIONS AT INTERSECTION FROM OPPOSITE DIRECTION (9) ENTER AT ANGLE (6) REAR-END (5) SIGNAL POLE (3) SIDESWIPE (2) OVER ROAD POWER LINES (1) 3 COLLISIONS AT INTERSECTION ENTER AT ANGLE (1) REAR-END (1) LINEAR CURB (1) 13 HeathTraffic.com Walker’s Renton Subaru TIA 14 4. FORECAST TRAFFIC DEMAND & ANALYSIS 4.1 Project Trip Generation Trip generation is defined as the number of vehicle movements that enter or exit the respective project site during a designated time period, such as a specific peak hour (AM or PM) or an entire day. Trip generation estimates were derived from the Institute of Transportation Engineers (ITE) publication, Trip Generation, 11th Edition. In review of the manual and associated Land Use Codes (LUC), LUC 840 – Auto Sales (New) was selected. Since this is not a standalone service building and is associated with the dealership immediately north of the site, this LUC was determined to be appropriate. ITE includes in the definition that LUC 840 “…commonly provides automobile servicing, parts sales, and used car sales.” Moreover, the ITE fitted curve equation was determined to be more appropriate than average rates for the expansion because it accounts for non-linear trip generation, recognizing that additional square footage or service bays may not result in a proportional increase in trips, especially for an existing facility with an established clientele. Table 6 below summarizes the estimate net increase in trips. Refer to the appendix for ITE trip generation sheets. Table 6: Project Trip Generation Land Use Square Footage (sf) AWDT AM Peak-Hour Trips PM Peak-Hour Trips In Out Total In Out Total LUC 840 Auto Sales Total: 31,318 868 43 15 58 31 47 78 Existing: 16,901 -455 -23 -8 -31 -21 -30 -51 Net New Trips 413 20 7 27 10 17 27 Based on ITE data, the project is estimated to generate 413 new average weekday daily trips with 27 new AM peak hour trips (20 inbound/7 outbound) and 27 new PM peak hour trips (10 inbound / 17 outbound). HeathTraffic.com Walker’s Renton Subaru TIA 15 4.2 Distribution & Assignment Trip distribution describes the process by which project generated trips are dispersed on the roadway network surrounding the site. Trip distribution is based on existing travel patterns, proximity to major arterials, and previous past projects. All new traffic was assigned via the SE 12th Street driveway. Refer to Figures 6 and 7 for the AM and PM peak hour trip distribution & assignments. 4.3 Future Peak Hour Volumes A three-year horizon of 2028 was used to assess future conditions with project- buildout. Forecast 2028 AM and PM peak hour background volumes were derived by applying a compound annual growth rate of 2.5 percent per year3 to the existing volumes shown in Figures 3 and 4. Moreover, peak hour pipeline volumes from the nearby Brotherton Cadillac4 have been included in forecast analysis. Refer to Figures 8 and 9 for the AM and PM peak hour pipeline volumes. Forecast 2028 volumes without project for the AM and PM peak hours are illustrated in Figures 10 and 11, respectively. Forecast 2028 volumes with project for the AM and PM peak hours are illustrated in Figures 12 and 13. 3 Per the City of Renton’s Comprehensive Plan; Growth Targets. 4 The AM pipeline volumes were derived by using the PM pipeline volumes but reversing the travel directions. AM PEAK HOUR TRIP DISTRIBUTION & ASSIGNMENT FIGURE 6 WALKER'S RENTON SUBARU N SITE SW 12TH S T SW GRA D Y W A Y LI N D A V E S W SE N E C A A V E S W 2 6 21 0 1 0 1 0 0 0 0 3 1 7 0 3 0 ST O P 0 0 0 0 0 ST O P 0 1 2 12 8 0 STOP 0 0 00 0 0 0 0 0 0 10 3 STOP STOP AM PEAK HOUR TRIPS INBOUND: 20 VPH OUTBOUND: 7 VPH 40% 15% 40% 5% 0 10 43 10 0 STOP 16 PM PEAK HOUR TRIP DISTRIBUTION & ASSIGNMENT FIGURE 7 WALKER'S RENTON SUBARU N SITE SW 12TH S T SW GRA D Y W A Y LI N D A V E S W SE N E C A A V E S W 1 3 52 0 2 0 1 1 0 0 0 1 2 4 0 8 0 ST O P 0 0 0 0 0 ST O P 0 2 1 25 4 0 STOP 0 0 00 0 0 0 0 0 0 5 7 STOP STOP PM PEAK HOUR TRIPS INBOUND: 10 VPH OUTBOUND: 17 VPH 40% 15% 40% 5% 0 5 107 5 0 STOP 17 AM PEAK HOUR PIPELINE VOLUMES FIGURE 8 WALKER'S RENTON SUBARU N SITE SW 12TH S T SW GRA D Y W A Y LI N D A V E S W SE N E C A A V E S W 10 0 00 13 2 0 1 0 0 0 0 10 0 00 0 15 STOP 0 0 00 0 0 0 0 0 0 0 0 STOP STOP 0 0 0 0 0 0 ST O P 0 3 5 14 0 ST O P 0 18 PM PEAK HOUR PIPELINE VOLUMES FIGURE 9 WALKER'S RENTON SUBARU N SITE SW 12TH S T SW GRA D Y W A Y LI N D A V E S W SE N E C A A V E S W 2 0 013 0 10 0 0 1 0 0 0 15 0 00 0 10 STOP 0 0 00 0 0 0 0 0 0 0 0 STOP STOP 0 0 0 0 0 0 ST O P 0 5 3 0 14 ST O P 0 19 FORECAST 2028 AM PEAK HOUR VOLUMES WITHOUT PROJECT FIGURE 10 WALKER'S RENTON SUBARU N SITE SW 12TH S T SW GRA D Y W A Y LI N D A V E S W SE N E C A A V E S W 501 229 19544 86 326 54 70 79 85 27 89 592 6 33 11 515 STOP 1 5 00 0 2 1 5 4 0 1 1 STOP STOP 4 1 11 305 6 345 ST O P 1 5 13 43 12 ST O P 1 20 FORECAST 2028 PM PEAK HOUR VOLUMES WITHOUT PROJECT FIGURE 11 WALKER'S RENTON SUBARU N SITE SW 12TH S T SW GRA D Y W A Y LI N D A V E S W SE N E C A A V E S W 619 115 54379 44 798 103 125 159 143 155 67 811 2 100 3 996 STOP 6 4 40 0 4 3 5 11 2 4 5 STOP STOP 9 9 10 737 11 249 ST O P 1 17 11 22 56 ST O P 1 21 FORECAST 2028 AM PEAK HOUR VOLUMES WITH PROJECT FIGURE 12 WALKER'S RENTON SUBARU N SITE SW 12TH S T SW GRA D Y W A Y LI N D A V E S W SE N E C A A V E S W 503 235 19745 86 327 54 71 79 85 27 89 593 8 45 19 515 STOP 1 5 00 0 2 1 5 4 0 11 4 STOP STOP 7 2 18 305 9 345 ST O P 1 5 13 43 12 ST O P 1 7 10 43 10 3 STOP 22 FORECAST 2028 PM PEAK HOUR VOLUMES WITH PROJECT FIGURE 13 WALKER'S RENTON SUBARU N SITE SW 12TH S T SW GRA D Y W A Y LI N D A V E S W SE N E C A A V E S W 620 118 54881 44 800 103 126 160 143 155 67 813 3 125 7 996 STOP 6 4 40 0 4 3 5 11 2 9 12 STOP STOP 10 11 14 737 19 249 ST O P 1 17 11 22 56 ST O P 1 15 5 107 5 12 STOP 23 HeathTraffic.com Walker’s Renton Subaru TIA 24 4.5 Left-Turn Lane Guidelines Left turn lanes are a means of providing necessary storage space for left turning vehicles at intersections. Procedures prescribed by WSDOT Design Manual Exhibit 1310-9 were used to ascertain storage requirements at the access intersection via 12th Street. Based on forecast 2028 AM and PM peak hour volumes with project traffic, a left turn lane is not warranted at the access intersection given the low roadway volumes. 4.6 Future Level of Service Level of service analyses were made of the future peak hour volumes without (background) and with project related trips added to the study intersections. Delays for each location under future 2028 conditions are summarized in Table 7. Table 7: Forecast 2028 Peak Hour Level of Service Delays given in Seconds Per Vehicle Without Project With Project Intersection Control Peak- Hour LOS Delay LOS Delay SW Grady Way & Lind Ave SW Signal AM PM B B 14.6 17.8 B B 14.7 17.8 SW Grady Way & Seneca Ave SW Stop AM PM B B 12.3 12.2 B B 12.6 14.9 Lind Ave SW & SW 12th St Stop AM PM B B 14.5 14.0 B B 14.5 14.0 Seneca Ave SW & SW 12th St Stop AM PM A A 9.0 9.2 A A 9.4 9.2 SW 12th St & Access Stop AM PM -- -- -- -- A A 8.5 8.6 Forecast 2028 AM and PM peak hour level of service is shown to continue to operate with LOS B conditions or better. No operational deficiencies are identified as a result of the added traffic from the proposed expansion. HeathTraffic.com Walker’s Renton Subaru TIA 25 5. CONCLUSIONS & MITIGATION Walker’s Renton Subaru is proposing to expand its existing 16,901-square-foot parts and service building at 519 SW 12th Street with an additional 14,417 square feet. Site access would remain unchanged, with connections to SW 12th Street, Seneca Avenue SW, and SW 13th Street. Existing AM and PM peak hour counts were collected at four study intersections around the site for level of service (LOS) evaluation. The LOS analysis for each peak hour indicates that all intersections operate at LOS B or better conditions. Using ITE data, the building addition is estimated to generate 413 new average weekday daily trips, with 27 AM peak hour trips and 27 PM peak hour trips. Level of service was re-evaluated under forecast 2028 conditions, which are projected to maintain LOS B conditions with or without the project. Overall, no operational deficiencies were identified. Based on this analysis, the recommended mitigation is as follows: 1. Pay traffic impact fees (TIF) as required by the City of Renton. Credit may apply for the removal of the commercial building located at 505 SW 12th Street. The exact TIF amount will be determined by the City prior to building permit issuance and will be subject to the rates in effect at the time of payment. Please feel free to contact me if you have any questions. Aaron Van Aken, P.E., PTOE HeathTraffic.com Walker’s Renton Subaru TIA 26 WALKER’S RENTON SUBARU TRAFFIC IMPACT ANALYSIS APPENDIX Date Collected: Day of the Week: Time Period: Peak Hour: SW Grady Way & Lind Ave SW N 139 235 50 64 25 0 0 41 73 181 345 295 UT LT T RT UT LT T RT UT LT T RT UT LT T RT 0 9 40 6 0 22 92 15 0 10 7 29 0 1 1 5 237 0 12 35 4 0 24 79 15 0 10 14 34 0 3 5 4 239 0 7 43 5 0 33 92 18 0 6 19 33 0 1 6 5 268 0 12 62 6 0 30 94 17 0 4 12 30 0 1 15 7 290 1034 0 8 53 4 0 31 121 19 0 4 10 51 0 5 8 4 318 1115 0 15 67 11 0 36 97 12 0 11 19 54 0 4 11 10 347 1223 0 7 65 20 0 46 121 18 0 6 20 55 0 7 9 13 387 1342 0 9 77 16 0 67 129 16 0 11 26 47 0 8 20 12 438 1490 0 23 70 12 0 44 111 20 0 13 15 54 0 6 12 13 393 1565 0 25 66 16 0 48 109 17 0 11 11 33 0 3 12 12 363 1581 0 22 88 24 0 54 107 30 0 6 21 47 0 8 20 13 440 1634 0 17 101 14 0 52 93 27 0 10 22 44 0 8 16 12 416 1612 0 166 767 138 0 487 1245 224 0 102 196 511 0 55 135 110 4136 -- 0 79 301 68 0 213 456 83 0 41 73 181 0 25 64 50 1634 -- 0.93 -- 0 5 36 4 0 9 16 2 0 5 11 33 0 5 7 3 136 -- 0.0% 6.3% 12.0% 5.9% 0.0% 4.2% 3.5% 2.4% 0.0% 12.2% 15.1% 18.2% 0.0% 20.0% 10.9% 6.0% 8.3%-- Southbound 79 0 68 83 0 Lind Ave SW SW Grady Way Lind Ave SW 456 213 507 752 8:00 AM 8:15 AM 8:30 AM 8:45 AM PHF 448 547 301 SW Grady Way Heavy Vehicles HV % SW Grady Way Lind Ave SW Westbound Lind Ave SW Northbound 7:45 AM Count Total Peak Hour Total 2/6/2025 Thursday Hourly Totals 0.84 0.89 0.88 0.85 6:00 AM 9:00 AM 8:45 AM7:45 AM 15 Minute Totals 7:30 AM Interval Start Time 6:00 AM 6:15 AM 6:30 AM SW Grady Way Eastbound 6:45 AM 7:00 AM 7:15 AM to to Walker's Renton Subaru TIA 27 Date Collected: Day of the Week: Time Period: Peak Hour: SW Grady Way & Lind Ave SW N EB WB NB SB Total E W N S Total E W N S Total 5 6 8 1 20 0 0 0 0 0 0 0 0 0 0 8 5 11 2 26 0 1 1 0 2 0 0 0 0 0 7 2 7 1 17 1 1 0 0 2 0 0 0 0 0 4 3 6 2 15 0 0 0 0 0 0 0 0 0 0 8 11 12 5 36 0 0 0 0 0 0 0 0 0 0 8 8 17 4 37 0 1 1 0 2 0 0 0 0 0 11 12 10 9 42 0 1 2 0 3 0 0 1 0 1 9 4 10 8 31 0 0 1 0 1 0 0 0 0 0 5 5 11 1 22 0 1 0 2 3 0 0 0 0 0 13 12 13 3 41 0 1 1 0 2 0 0 0 0 0 18 6 15 3 42 0 0 1 1 2 1 0 0 0 1 16 3 10 5 34 0 0 0 0 0 1 0 0 0 1 112 77 130 44 363 1 6 7 3 17 2 0 1 0 3 45 27 49 15 136 0 2 3 3 8 1 0 0 0 1 10.0% 3.6% 16.6% 10.8% 8.3% 0 0 1 0 8:00 AM SW Grady Way 7:45 AM Lind Ave SW Lind Ave SW Peak Hour HV% Interval Start Time 6:00 AM 6:15 AM Count Total 6:30 AM 6:45 AM 7:00 AM 7:15 AM 7:30 AM Heavy Vehicles Pedestrians (Leg) 2/6/2025 Thursday 6:00 AM 9:00 AM 7:45 AM 8:45 AM Lind Ave SW SW Grady Way Lind Ave SW Bicycles (Leg) Peak Hour Total 3 2 0 3 8:15 AM 8:30 AM 8:45 AM to to Walker's Renton Subaru TIA 28 Date Collected: Day of the Week: Time Period: Peak Hour: SW Grady Way & Lind Ave SW N 356 342 96 116 144 0 0 61 147 504 264 712 UT LT T RT UT LT T RT UT LT T RT UT LT T RT 0 30 170 10 0 32 142 20 0 15 40 104 0 43 31 28 665 0 41 183 9 0 34 120 19 0 8 18 82 0 24 13 25 576 0 25 191 5 0 28 122 10 0 13 31 96 0 51 27 20 619 0 37 209 11 0 33 140 11 0 13 26 90 0 23 22 24 639 2499 0 29 174 11 0 33 159 16 0 21 31 118 0 40 31 21 684 2518 0 36 185 11 0 24 142 16 0 12 34 104 0 38 30 25 657 2599 0 33 188 11 0 27 144 17 0 19 40 134 0 38 26 24 701 2681 0 35 185 8 0 23 128 13 0 9 42 148 0 28 29 26 674 2716 0 31 191 6 0 40 128 13 0 16 33 139 0 35 25 25 682 2714 0 37 180 13 0 22 140 12 0 19 36 119 0 24 16 25 643 2700 0 34 148 13 0 20 126 9 0 17 27 117 0 24 17 17 569 2568 0 29 170 5 0 25 111 3 0 10 19 98 0 21 9 11 511 2405 0 397 2174 113 0 341 1602 159 0 172 377 1349 0 389 276 271 7620 -- 0 133 732 41 0 107 573 62 0 61 147 504 0 144 116 96 2716 -- 0.97 -- 0 2 4 2 0 5 11 3 0 1 9 5 0 1 10 1 54 -- 0.0% 1.5% 0.5% 4.9% 0.0% 4.7% 1.9% 4.8% 0.0% 1.6% 6.1% 1.0% 0.0% 0.7% 8.6% 1.0% 2.0%-- SW Grady Way Eastbound 3:45 PM 4:00 PM 4:15 PM 4:30 PM Interval Start Time 3:00 PM 3:15 PM 3:30 PM 4:45 PM Count Total Peak Hour Total 2/6/2025 Thursday Hourly Totals 0.98 0.89 0.89 0.96 3:00 PM 6:00 PM 5:00 PM4:00 PM 15 Minute Totals SW Grady Way Lind Ave SW Westbound Lind Ave SW Northbound 906 730 732 SW Grady Way Heavy Vehicles HV % 5:00 PM 5:15 PM 5:30 PM 5:45 PM PHF Lind Ave SW SW Grady Way Lind Ave SW 573 107 1380 742133 0 41 62 0 Southbound to to Walker's Renton Subaru TIA 29 Date Collected: Day of the Week: Time Period: Peak Hour: SW Grady Way & Lind Ave SW N EB WB NB SB Total E W N S Total E W N S Total 3 7 5 7 22 0 2 0 2 4 0 0 0 0 0 4 7 7 3 21 0 0 0 0 0 0 0 0 0 0 1 2 7 4 14 0 1 1 0 2 0 0 0 0 0 1 4 4 5 14 0 0 0 0 0 1 0 0 0 1 1 3 5 1 10 4 0 0 0 4 0 0 1 0 1 2 4 3 3 12 2 0 0 0 2 0 0 0 0 0 2 5 4 5 16 0 0 0 0 0 0 0 0 0 0 3 7 3 3 16 2 1 2 0 5 0 0 0 0 0 0 4 6 1 11 0 0 1 0 1 0 0 0 0 0 4 4 3 3 14 0 0 0 0 0 0 1 0 0 1 6 2 2 1 11 0 0 0 0 0 0 0 0 0 0 6 7 5 2 20 1 0 0 1 2 0 0 0 0 0 33 56 54 38 181 9 4 4 3 20 1 1 1 0 3 8 19 15 12 54 8 1 2 0 11 0 0 1 0 1 0.9% 2.6% 2.1% 3.4% 2.0% Peak Hour Total 2 1 8 0 5:15 PM 5:30 PM 5:45 PM Bicycles (Leg)Heavy Vehicles Pedestrians (Leg) 2/6/2025 Thursday 3:00 PM 6:00 PM 4:00 PM 5:00 PM Lind Ave SW SW Grady Way Lind Ave SW Peak Hour HV% Interval Start Time 3:00 PM 3:15 PM Count Total 3:30 PM 3:45 PM 4:00 PM 4:15 PM 4:30 PM 5:00 PM SW Grady Way 4:45 PM Lind Ave SW Lind Ave SW 0 0 0 1 to to Walker's Renton Subaru TIA 30 Date Collected: Day of the Week: Time Period: Peak Hour: SW Grady Way & Seneca Ave SW N 0 3 3 16 6 UT LT T RT UT LT T RT UT LT T RT UT LT T RT 0 0 55 0 0 0 105 0 0 0 0 0 0 0 0 0 160 0 0 51 1 0 2 88 0 0 0 0 0 0 0 0 0 142 0 0 55 0 0 0 103 0 0 0 0 0 0 0 0 0 158 0 0 79 2 0 0 100 0 0 0 0 1 0 0 0 0 182 642 0 0 65 1 0 1 119 0 0 0 0 0 0 0 0 0 186 668 0 0 91 1 0 4 113 0 0 0 0 0 0 0 0 0 209 735 0 0 95 2 0 1 142 0 0 0 0 0 0 0 0 0 240 817 0 0 106 3 0 4 151 0 0 2 0 0 0 0 0 0 266 901 0 0 110 1 0 1 128 0 0 1 0 2 0 0 0 0 243 958 0 0 108 0 0 0 140 0 0 0 0 1 0 0 0 0 249 998 0 0 140 6 0 1 121 0 0 0 0 0 0 0 0 0 268 1026 0 0 129 3 1 4 111 0 0 0 0 0 0 0 0 0 248 1008 0 0 1084 20 1 18 1421 0 0 3 0 4 0 0 0 0 2551 -- 0 0 464 10 0 6 540 0 0 3 0 3 0 0 0 0 1026 -- 0.96 -- 0 0 48 0 0 1 35 0 0 0 0 1 0 0 0 0 85 -- 0.0% 0.0% 10.3% 0.0% 0.0% 16.7% 6.5% 0.0% 0.0% 0.0% 0.0% 33.3% 0.0% 0.0% 0.0% 0.0% 8.3%-- SW Grady Way Eastbound 6:45 AM 7:00 AM 7:15 AM 7:30 AM Interval Start Time 6:00 AM 6:15 AM 6:30 AM 7:45 AM Count Total Peak Hour Total 2/6/2025 Thursday Hourly Totals 0.81 0.88 0.50 #DIV/0! 6:00 AM 9:00 AM 8:45 AM7:45 AM 15 Minute Totals SW Grady Way Westbound Seneca Ave SW Northbound 474 543 464 SW Grady Way Heavy Vehicles HV % 8:00 AM 8:15 AM 8:30 AM 8:45 AM PHF SW Grady Way Seneca Ave SW 540 6 467 546 0 10 0 to to Walker's Renton Subaru TIA 31 Date Collected: Day of the Week: Time Period: Peak Hour: SW Grady Way & Seneca Ave SW N EB WB NB SB Total E W N S Total E W N S Total 5 5 0 0 10 0 0 0 0 0 0 0 0 0 0 8 5 0 0 13 0 0 0 0 0 0 0 0 0 0 7 0 0 0 7 0 0 0 0 0 0 0 0 0 0 4 3 0 0 7 0 0 0 0 0 0 0 0 0 0 7 5 0 0 12 0 0 0 0 0 0 0 0 0 0 10 10 0 0 20 0 0 0 0 0 0 0 0 0 0 12 13 0 0 25 0 0 0 0 0 1 0 0 0 1 8 6 0 0 14 0 0 0 1 1 0 0 0 0 0 8 9 1 0 18 0 0 0 0 0 0 0 0 0 0 12 15 0 0 27 0 0 0 1 1 0 0 0 0 0 20 6 0 0 26 0 0 0 0 0 0 0 0 0 0 16 5 0 0 21 0 0 0 1 1 0 0 0 0 0 117 82 1 0 200 0 0 0 3 3 1 0 0 0 1 48 36 1 0 85 0 0 0 2 2 0 0 0 0 0 10.1% 6.6% 16.7% #DIV/0! 8.3% Peak Hour Total 0 0 0 2 8:15 AM 8:30 AM 8:45 AM Bicycles (Leg)Heavy Vehicles Pedestrians (Leg) 2/6/2025 Thursday 6:00 AM 9:00 AM 7:45 AM 8:45 AM Seneca Ave SW SW Grady Way 0.0% Peak Hour HV% Interval Start Time 6:00 AM 6:15 AM Count Total 6:30 AM 6:45 AM 7:00 AM 7:15 AM 7:30 AM 8:00 AM SW Grady Way 7:45 AM 0 Seneca Ave SW 0 0 0 0 to to Walker's Renton Subaru TIA 32 Date Collected: Day of the Week: Time Period: Peak Hour: SW Grady Way & Seneca Ave SW N 0 0 9 5 9 UT LT T RT UT LT T RT UT LT T RT UT LT T RT 0 0 210 5 0 1 183 0 0 2 0 0 0 0 0 0 401 0 0 231 1 0 2 154 0 0 2 0 2 0 0 0 0 392 0 0 232 1 0 3 158 0 0 1 0 2 0 0 0 0 397 0 0 240 1 0 1 173 0 0 0 0 0 0 0 0 0 415 1605 0 0 219 1 0 0 187 0 0 0 0 3 0 0 0 0 410 1614 0 0 234 0 0 1 189 0 0 0 0 0 0 0 0 0 424 1646 0 0 223 1 0 0 190 0 0 0 0 6 0 0 0 0 420 1669 0 0 230 0 1 1 163 0 0 3 0 0 0 0 0 0 398 1652 0 0 225 2 0 2 165 0 0 1 0 6 0 0 0 0 401 1643 0 0 221 0 0 0 186 0 0 1 0 4 0 0 0 0 412 1631 0 0 202 1 0 2 154 0 0 0 0 1 0 0 0 0 360 1571 0 3 207 1 0 1 132 0 0 1 0 6 0 0 0 0 351 1524 0 3 2674 14 1 14 2034 0 0 11 0 30 0 0 0 0 4781 -- 0 0 916 3 0 2 739 0 0 0 0 9 0 0 0 0 1669 -- 0.98 -- 0 0 12 0 0 0 11 0 0 0 0 0 0 0 0 0 23 -- 0.0% 0.0% 1.3% 0.0% 0.0% 0.0% 1.5% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 1.4%-- 0 3 0 SW Grady Way Seneca Ave SW 739 2 925 741 5:00 PM 5:15 PM 5:30 PM 5:45 PM PHF 919 739 916 SW Grady Way Heavy Vehicles HV % SW Grady Way Westbound Seneca Ave SW Northbound 4:45 PM Count Total Peak Hour Total 2/6/2025 Thursday Hourly Totals 0.95 0.98 0.38 #DIV/0! 3:00 PM 6:00 PM 4:45 PM3:45 PM 15 Minute Totals 4:30 PM Interval Start Time 3:00 PM 3:15 PM 3:30 PM SW Grady Way Eastbound 3:45 PM 4:00 PM 4:15 PM to to Walker's Renton Subaru TIA 33 Date Collected: Day of the Week: Time Period: Peak Hour: SW Grady Way & Seneca Ave SW N EB WB NB SB Total E W N S Total E W N S Total 4 5 1 0 10 0 0 0 0 0 0 0 0 0 0 5 4 0 0 9 0 0 0 0 0 0 0 0 0 0 7 1 1 0 9 0 0 0 0 0 0 0 0 0 0 5 3 0 0 8 0 0 0 0 0 0 0 0 0 0 1 1 0 0 2 0 0 0 0 0 0 0 0 0 0 4 3 0 0 7 0 0 0 0 0 0 0 0 0 0 2 4 0 0 6 0 0 0 0 0 0 0 0 0 0 3 6 0 0 9 0 0 0 3 3 0 0 0 0 0 3 5 0 0 8 0 0 0 1 1 0 0 0 0 0 6 2 0 0 8 0 0 0 1 1 0 0 0 0 0 8 3 0 0 11 0 0 0 0 0 0 0 0 0 0 5 9 1 0 15 0 0 0 1 1 0 0 0 0 0 53 46 3 0 102 0 0 0 6 6 0 0 0 0 0 12 11 0 0 23 0 0 0 0 0 0 0 0 0 0 1.3% 1.5% 0.0% #DIV/0! 1.4% 0 0 0 0 5:00 PM SW Grady Way 4:45 PM 0 Seneca Ave SW Peak Hour HV% Interval Start Time 3:00 PM 3:15 PM Count Total 3:30 PM 3:45 PM 4:00 PM 4:15 PM 4:30 PM Heavy Vehicles Pedestrians (Leg) 2/6/2025 Thursday 3:00 PM 6:00 PM 3:45 PM 4:45 PM Seneca Ave SW SW Grady Way 0.0% Bicycles (Leg) Peak Hour Total 0 0 0 0 5:15 PM 5:30 PM 5:45 PM to to Walker's Renton Subaru TIA 34 Date Collected: Day of the Week: Time Period: Peak Hour: SW 12th St & Lind Ave SW N 357 299 10 320 27 0 0 4 283 7 323 294 UT LT T RT UT LT T RT UT LT T RT UT LT T RT 0 0 0 0 0 0 0 1 0 1 46 1 0 2 29 0 80 0 0 0 0 0 0 0 0 0 0 61 0 0 1 31 0 93 0 0 0 0 0 0 0 1 0 0 56 0 0 0 43 4 104 0 0 1 1 0 0 0 0 0 1 46 0 0 0 48 3 100 377 0 0 0 0 0 0 0 0 0 1 68 1 0 1 41 2 114 411 0 0 0 0 0 1 0 2 0 0 80 1 0 2 53 1 140 458 0 0 0 0 0 0 0 1 0 4 74 5 0 2 79 0 165 519 0 1 0 0 0 0 1 2 0 2 83 2 0 8 97 2 198 617 0 3 0 1 0 1 0 4 0 2 78 2 0 6 65 1 163 666 0 0 0 0 0 1 0 3 0 0 56 1 0 4 71 1 137 663 1 1 1 0 0 0 0 2 0 0 66 2 0 9 87 6 175 673 0 1 1 1 0 1 0 6 0 2 71 3 0 5 76 0 167 642 1 6 3 3 0 4 1 22 0 13 785 18 0 40 720 20 1636 -- 1 5 1 1 0 2 1 11 0 4 283 7 0 27 320 10 673 -- 0.85 -- 0 1 0 0 0 0 0 0 0 1 45 2 0 2 18 0 69 -- 0.0% 20.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 25.0% 15.9% 28.6% 0.0% 7.4% 5.6% 0.0% 10.3%-- Southbound 5 1 1 11 0 Lind Ave SW SW 12th St Lind Ave SW 1 2 35 14 8:00 AM 8:15 AM 8:30 AM 8:45 AM PHF 8 16 1 SW 12th St Heavy Vehicles HV % SW 12th St Lind Ave SW Westbound Lind Ave SW Northbound 7:45 AM Count Total Peak Hour Total 2/6/2025 Thursday Hourly Totals 0.50 0.70 0.84 0.83 6:00 AM 9:00 AM 8:45 AM7:45 AM 15 Minute Totals 7:30 AM Interval Start Time 6:00 AM 6:15 AM 6:30 AM SW 12th St Eastbound 6:45 AM 7:00 AM 7:15 AM to to Walker's Renton Subaru TIA 35 Date Collected: Day of the Week: Time Period: Peak Hour: SW 12th St & Lind Ave SW N EB WB NB SB Total E W N S Total E W N S Total 0 0 9 3 12 0 0 0 0 0 0 0 0 0 0 0 0 11 3 14 0 0 0 0 0 0 0 0 0 0 0 0 9 3 12 0 0 1 1 2 0 0 0 0 0 0 0 6 1 7 0 0 0 0 0 0 0 0 0 0 0 0 12 5 17 0 0 0 0 0 0 0 0 0 0 0 0 18 3 21 0 0 0 0 0 0 0 0 0 0 0 0 12 7 19 0 0 0 0 0 0 0 0 0 0 0 0 9 5 14 0 0 0 0 0 0 0 0 0 0 1 0 13 2 16 0 0 0 0 0 0 0 0 0 0 0 0 13 6 19 0 0 0 0 0 0 1 0 0 1 0 0 13 7 20 0 0 0 0 0 0 0 0 0 0 0 2 12 7 21 0 0 0 1 1 0 0 0 0 0 1 2 137 52 192 0 0 1 2 3 0 1 0 0 1 1 0 48 20 69 0 0 0 0 0 0 1 0 0 1 12.5% 0.0% 16.3% 5.6% 10.3% 1 0 0 0 8:00 AM SW 12th St 7:45 AM Lind Ave SW Lind Ave SW Peak Hour HV% Interval Start Time 6:00 AM 6:15 AM Count Total 6:30 AM 6:45 AM 7:00 AM 7:15 AM 7:30 AM Heavy Vehicles Pedestrians (Leg) 2/6/2025 Thursday 6:00 AM 9:00 AM 7:45 AM 8:45 AM Lind Ave SW SW 12th St Lind Ave SW Bicycles (Leg) Peak Hour Total 0 0 0 0 8:15 AM 8:30 AM 8:45 AM to to Walker's Renton Subaru TIA 36 Date Collected: Day of the Week: Time Period: Peak Hour: SW 12th St & Lind Ave SW N 260 734 9 231 19 1 1 7 684 7 251 699 UT LT T RT UT LT T RT UT LT T RT UT LT T RT 0 2 1 4 0 1 1 15 0 1 138 4 0 5 63 1 236 0 1 0 1 0 1 2 9 0 1 101 1 0 4 50 0 171 0 4 1 1 0 3 1 12 0 0 121 4 0 5 57 2 211 0 3 0 1 0 3 0 4 0 1 124 2 1 7 50 2 198 816 0 4 0 4 0 4 0 11 0 0 153 2 0 4 68 2 252 832 0 0 0 1 0 4 0 8 1 2 145 1 1 3 62 3 231 892 0 1 0 3 0 3 0 11 0 3 178 3 1 8 56 0 267 948 0 0 1 0 0 3 1 11 0 0 187 2 0 6 54 0 265 1015 0 9 0 4 0 1 0 9 0 2 174 1 0 2 59 6 267 1030 0 2 0 1 0 1 1 8 0 0 161 0 1 5 43 3 226 1025 0 2 0 2 0 2 0 6 0 1 151 2 0 4 44 1 215 973 0 5 0 1 0 0 0 4 0 2 116 1 0 3 35 0 167 875 0 33 3 23 0 26 6 108 1 13 1749 23 4 56 641 20 2706 -- 0 10 1 8 0 11 1 39 1 7 684 7 2 19 231 9 1030 -- 0.96 -- 0 0 0 0 0 0 0 0 1 0 17 0 0 0 16 1 35 -- 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100.0% 0.0% 2.5% 0.0% 0.0% 0.0% 6.9% 11.1% 3.4%-- Southbound 10 0 8 39 0 Lind Ave SW SW 12th St Lind Ave SW 1 11 27 51 5:00 PM 5:15 PM 5:30 PM 5:45 PM PHF 19 17 1 SW 12th St Heavy Vehicles HV % SW 12th St Lind Ave SW Westbound Lind Ave SW Northbound 4:45 PM Count Total Peak Hour Total 2/6/2025 Thursday Hourly Totals 0.37 0.85 0.92 0.95 3:00 PM 6:00 PM 5:15 PM4:15 PM 15 Minute Totals 4:30 PM Interval Start Time 3:00 PM 3:15 PM 3:30 PM SW 12th St Eastbound 3:45 PM 4:00 PM 4:15 PM to to Walker's Renton Subaru TIA 37 Date Collected: Day of the Week: Time Period: Peak Hour: SW 12th St & Lind Ave SW N EB WB NB SB Total E W N S Total E W N S Total 0 0 5 7 12 0 0 1 0 1 0 0 0 0 0 0 1 9 6 16 0 0 0 0 0 0 0 0 1 1 1 2 7 4 14 0 0 0 0 0 0 0 0 0 0 0 1 8 4 13 0 0 0 0 0 0 0 0 1 1 0 0 8 4 12 0 0 0 0 0 0 0 0 0 0 0 0 5 7 12 0 0 0 0 0 0 0 0 0 0 0 0 3 5 8 0 0 0 0 0 0 0 0 0 0 0 0 3 3 6 0 0 0 1 1 0 0 0 0 0 0 0 7 2 9 1 0 0 0 1 0 0 1 0 1 0 2 3 5 10 0 0 0 0 0 0 0 0 0 0 0 1 3 3 7 0 0 0 0 0 0 0 0 0 0 0 0 6 5 11 0 0 0 1 1 0 0 0 0 0 1 7 67 55 130 1 0 1 2 4 0 0 1 2 3 0 0 18 17 35 1 0 0 1 2 0 0 1 0 1 0.0% 0.0% 2.6% 6.5% 3.4% 0 0 0 1 5:00 PM SW 12th St 4:45 PM Lind Ave SW Lind Ave SW Peak Hour HV% Interval Start Time 3:00 PM 3:15 PM Count Total 3:30 PM 3:45 PM 4:00 PM 4:15 PM 4:30 PM Heavy Vehicles Pedestrians (Leg) 2/6/2025 Thursday 3:00 PM 6:00 PM 4:15 PM 5:15 PM Lind Ave SW SW 12th St Lind Ave SW Bicycles (Leg) Peak Hour Total 0 0 1 1 5:15 PM 5:30 PM 5:45 PM to to Walker's Renton Subaru TIA 38 Date Collected: Day of the Week: Time Period: Peak Hour: SW 12th St & Seneca Ave SW N 7 5 1 5 1 0 0 0 4 0 10 4 UT LT T RT UT LT T RT UT LT T RT UT LT T RT 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 2 0 0 0 0 1 0 0 0 0 0 3 0 0 0 0 0 3 0 0 0 0 1 0 0 1 1 0 6 12 0 0 0 0 0 1 0 0 0 0 0 0 0 1 1 0 3 14 0 0 0 0 0 1 0 0 0 0 0 0 0 1 1 0 3 15 0 0 1 0 0 2 1 0 0 0 0 0 0 0 2 0 6 18 0 0 1 0 0 0 0 1 0 0 1 0 0 0 1 1 5 17 0 0 0 0 0 2 0 0 0 0 3 0 0 0 1 0 6 20 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17 0 0 0 0 0 2 0 0 0 0 0 0 0 2 2 0 6 17 0 0 0 0 0 1 0 0 0 0 0 0 1 1 2 0 5 17 0 0 2 0 0 14 2 1 0 0 6 0 1 6 13 1 46 -- 0 0 2 0 0 5 1 1 0 0 4 0 0 1 5 1 20 -- 0.83 -- 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 2 -- 0.0% 0.0% 0.0% 0.0% 0.0% 20.0% 0.0% 0.0% 0.0% 0.0% 25.0% 0.0% 0.0% 0.0% 0.0% 0.0% 10.0%-- Southbound 0 0 0 1 0 Seneca Ave SW SW 12th St Seneca Ave SW 1 5 3 7 8:00 AM 8:15 AM 8:30 AM 8:45 AM PHF 2 2 2 SW 12th St Heavy Vehicles HV % SW 12th St Seneca Ave SW Westbound Seneca Ave SW Northbound 7:45 AM Count Total Peak Hour Total 2/6/2025 Thursday Hourly Totals 0.50 0.58 0.33 0.88 6:00 AM 9:00 AM 8:15 AM7:15 AM 15 Minute Totals 7:30 AM Interval Start Time 6:00 AM 6:15 AM 6:30 AM SW 12th St Eastbound 6:45 AM 7:00 AM 7:15 AM to to Walker's Renton Subaru TIA 39 Date Collected: Day of the Week: Time Period: Peak Hour: SW 12th St & Seneca Ave SW N EB WB NB SB Total E W N S Total E W N S Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 2 0 0 1 0 1 0 0 0 0 0 0 1 1 0 2 0 0 1 0 1 0 0 0 0 0 0.0% 14.3% 25.0% 0.0% 10.0% 0 0 0 0 8:00 AM SW 12th St 7:45 AM Seneca Ave SW Seneca Ave SW Peak Hour HV% Interval Start Time 6:00 AM 6:15 AM Count Total 6:30 AM 6:45 AM 7:00 AM 7:15 AM 7:30 AM Heavy Vehicles Pedestrians (Leg) 2/6/2025 Thursday 6:00 AM 9:00 AM 7:15 AM 8:15 AM Seneca Ave SW SW 12th St Seneca Ave SW Bicycles (Leg) Peak Hour Total 1 0 0 0 8:15 AM 8:30 AM 8:45 AM to to Walker's Renton Subaru TIA 40 Date Collected: Day of the Week: Time Period: Peak Hour: SW 12th St & Seneca Ave SW N 12 17 3 5 4 0 0 0 10 4 9 14 UT LT T RT UT LT T RT UT LT T RT UT LT T RT 0 0 1 0 0 0 2 2 0 0 0 2 0 4 2 1 14 0 2 0 0 0 0 0 2 0 0 0 1 0 0 3 0 8 0 0 0 0 0 1 2 1 0 0 3 0 0 0 2 2 11 0 1 1 0 0 2 0 0 0 0 1 3 0 1 1 1 11 44 0 0 3 1 0 1 1 0 0 0 1 2 0 1 0 0 10 40 0 2 0 0 0 1 2 0 0 0 0 0 0 0 0 0 5 37 0 0 0 0 0 0 0 2 0 0 1 0 0 1 0 0 4 30 0 0 0 0 0 0 0 1 0 0 1 0 0 1 1 0 4 23 0 0 1 0 0 1 2 3 0 0 3 0 0 4 1 1 16 29 0 1 1 0 0 0 1 0 0 0 2 0 0 0 0 0 5 29 0 0 1 0 0 3 3 1 0 0 1 0 0 0 2 1 12 37 0 1 1 0 0 0 0 1 0 0 4 4 0 0 2 1 14 47 0 7 9 1 0 9 13 13 0 0 17 12 0 12 14 7 114 -- 0 2 4 0 0 4 6 5 0 0 10 4 0 4 5 3 47 -- 0.73 -- 0 0 0 0 0 0 1 0 0 0 1 0 0 0 2 1 5 -- 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 16.7% 0.0% 0.0% 0.0% 10.0% 0.0% 0.0% 0.0% 40.0% 33.3% 10.6%-- Southbound 2 0 0 5 0 Seneca Ave SW SW 12th St Seneca Ave SW 6 4 12 15 5:00 PM 5:15 PM 5:30 PM 5:45 PM PHF 6 9 4 SW 12th St Heavy Vehicles HV % SW 12th St Seneca Ave SW Westbound Seneca Ave SW Northbound 4:45 PM Count Total Peak Hour Total 2/6/2025 Thursday Hourly Totals 0.75 0.54 0.44 0.50 3:00 PM 6:00 PM 6:00 PM5:00 PM 15 Minute Totals 4:30 PM Interval Start Time 3:00 PM 3:15 PM 3:30 PM SW 12th St Eastbound 3:45 PM 4:00 PM 4:15 PM to to Walker's Renton Subaru TIA 41 Date Collected: Day of the Week: Time Period: Peak Hour: SW 12th St & Seneca Ave SW N EB WB NB SB Total E W N S Total E W N S Total 0 1 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 1 0 0 2 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 1 1 2 0 0 0 0 0 0 0 0 0 0 0 3 3 5 11 1 1 1 0 3 0 0 0 0 0 0 1 1 3 5 1 1 0 0 2 0 0 0 0 0 0.0% 6.7% 7.1% 25.0% 10.6% 0 0 0 0 5:00 PM SW 12th St 4:45 PM Seneca Ave SW Seneca Ave SW Peak Hour HV% Interval Start Time 3:00 PM 3:15 PM Count Total 3:30 PM 3:45 PM 4:00 PM 4:15 PM 4:30 PM Heavy Vehicles Pedestrians (Leg) 2/6/2025 Thursday 3:00 PM 6:00 PM 5:00 PM 6:00 PM Seneca Ave SW SW 12th St Seneca Ave SW Bicycles (Leg) Peak Hour Total 0 1 1 0 5:15 PM 5:30 PM 5:45 PM to to Walker's Renton Subaru TIA 42 1/27/22, 12:48 PM https://itetripgen.org/PrintGraph.htm?code=840&ivlabel=QFQAF&timeperiod=AWDVTE&x=&edition=639&locationCode=General… https://itetripgen.org/PrintGraph.htm?code=840&ivlabel=QFQAF&timeperiod=AWDVTE&x=&edition=639&locationCode=General Urban/Suburban&co…1/1 Automobile Sales (New) (840) Vehicle Trip Ends vs:1000 Sq. Ft. GFA On a:Weekday Setting/Location:General Urban/Suburban Number of Studies:18 Avg. 1000 Sq. Ft. GFA:36 Directional Distribution:50% entering, 50% exiting Vehicle Trip Generation per 1000 Sq. Ft. GFA Average Rate Range of Rates Standard Deviation 27.84 14.98 - 41.78 7.01 Data Plot and Equation T = T r i p E n d s X = 1000 Sq. Ft. GFA Study Site Average RateFitted Curve Fitted Curve Equation: T = 28.65(X) - 29.45 R²= 0.80 Trip Gen Manual,11th Edition Institute of Transportation Engineers 0 20 40 60 800 500 1,000 1,500 2,000 2,500 Walker's Renton Subaru TIA 43 1/27/22, 12:48 PM https://itetripgen.org/PrintGraph.htm?code=840&ivlabel=QFQAF&timeperiod=TASIDE&x=&edition=639&locationCode=General … https://itetripgen.org/PrintGraph.htm?code=840&ivlabel=QFQAF&timeperiod=TASIDE&x=&edition=639&locationCode=General Urban/Suburban&cou…1/1 Automobile Sales (New) (840) Vehicle Trip Ends vs:1000 Sq. Ft. GFA On a:Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. Setting/Location:General Urban/Suburban Number of Studies:35 Avg. 1000 Sq. Ft. GFA:30 Directional Distribution:73% entering, 27% exiting Vehicle Trip Generation per 1000 Sq. Ft. GFA Average Rate Range of Rates Standard Deviation 1.86 0.59 - 6.17 0.94 Data Plot and Equation T = T r i p E n d s X = 1000 Sq. Ft. GFA Study Site Average Rate Fitted Curve Equation: Not Given R²= **** Trip Gen Manual,11th Edition Institute of Transportation Engineers 0 20 40 60 800 50 100 150 200 Walker's Renton Subaru TIA 44 1/27/22, 12:48 PM https://itetripgen.org/PrintGraph.htm?code=840&ivlabel=QFQAF&timeperiod=TPSIDE&x=&edition=639&locationCode=General … https://itetripgen.org/PrintGraph.htm?code=840&ivlabel=QFQAF&timeperiod=TPSIDE&x=&edition=639&locationCode=General Urban/Suburban&cou…1/1 Automobile Sales (New) (840) Vehicle Trip Ends vs:1000 Sq. Ft. GFA On a:Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Setting/Location:General Urban/Suburban Number of Studies:50 Avg. 1000 Sq. Ft. GFA:34 Directional Distribution:40% entering, 60% exiting Vehicle Trip Generation per 1000 Sq. Ft. GFA Average Rate Range of Rates Standard Deviation 2.42 0.94 - 5.81 0.98 Data Plot and Equation T = T r i p E n d s X = 1000 Sq. Ft. GFA Study Site Average RateFitted Curve Fitted Curve Equation: T = 1.81(X) + 20.91 R²= 0.57 Trip Gen Manual,11th Edition Institute of Transportation Engineers 0 20 40 60 800 100 200 300 Walker's Renton Subaru TIA 45 Heath & Associates, Inc Walker's Renton Subaru TIA 2-17-25 Annual Growth Rate: 2.5 % # of Years to Horizon:3 1. SW Grady Way & Lind Ave SW 1. SW Grady Way & Lind Ave SW SBR SBT SBL WBR WBT WBL NBR NBT NBL EBR EBT EBL SBR SBT SBL WBR WBT WBL NBR NBT NBL EBR EBT EBL Existing 50 64 25 83 456 213 181 73 41 68 301 79 Existing 96 116 144 62 573 107 504 147 61 41 732 133 Project Trips 0 1 0 0 2 6 2 0 1 0 1 0 Project Trips 0 1 0 0 1 3 5 1 2 0 2 0 Pipeline 0 1 0 0 10 0 0 0 0 13 2 0 Pipeline 0 0 0 0 2 0 0 1 13 0 10 0 Without 54 70 27 89 501 229 195 79 44 86 326 85 Without 103 125 155 67 619 115 543 159 79 44 798 143 With 54 71 27 89 503 235 197 79 45 86 327 85 With 103 126 155 67 620 118 548 160 81 44 800 143 2. SW Grady Way & Seneca Ave SW 2. SW Grady Way & Seneca Ave SW SBR SBT SBL WBR WBT WBL NBR NBT NBL EBR EBT EBL SBR SBT SBL WBR WBT WBL NBR NBT NBL EBR EBT EBL Existing 0 0 0 0 540 6 3 0 3 10 464 0 Existing 0 0 0 0 739 2 9 0 0 3 916 0 Project Trips 0 0 0 0 1 2 1 0 2 8 0 0 Project Trips 0 0 0 0 2 1 2 0 5 4 0 0 Pipeline 0 0 0 0 10 0 0 0 0 0 15 0 Pipeline 0 0 0 0 15 0 0 0 0 0 10 0 Without 0 0 0 0 592 6 3 0 3 11 515 0 Without 0 0 0 0 811 2 10 0 0 3 996 0 With 0 0 0 0 593 8 4 0 5 19 515 0 With 0 0 0 0 813 3 12 0 5 7 996 0 3. SW 12th St & Lind Ave SW 3. SW 12th St & Lind Ave SW SBR SBT SBL WBR WBT WBL NBR NBT NBL EBR EBT EBL SBR SBT SBL WBR WBT WBL NBR NBT NBL EBR EBT EBL Existing 10 320 27 11 1 2 7 283 4 1 1 6 Existing 9 231 20 39 1 11 7 684 8 8 1 10 Project Trips 7 0 0 0 0 0 0 0 3 1 0 3 Project Trips 4 0 0 0 0 0 0 0 1 2 0 8 Pipeline 0 0 14 0 0 3 5 0 0 0 0 0 Pipeline 0 0 0 14 0 5 3 0 0 0 0 0 Without 11 345 43 12 1 5 13 305 4 1 1 6 Without 10 249 22 56 1 17 11 737 9 9 1 11 With 18 345 43 12 1 5 13 305 7 2 1 9 With 14 249 22 56 1 17 11 737 10 11 1 19 4. SW 12th St & Seneca Ave SW 4. SW 12th St & Seneca Ave SW SBR SBT SBL WBR WBT WBL NBR NBT NBL EBR EBT EBL SBR SBT SBL WBR WBT WBL NBR NBT NBL EBR EBT EBL Existing 1 5 1 1 1 5 0 4 0 0 2 0 Existing 3 5 4 5 6 4 4 10 0 0 4 2 Project Trips 0 0 10 3 0 0 0 0 0 0 0 0 Project Trips 0 0 5 7 0 0 0 0 0 0 0 0 Pipeline 0 0 0 0 0 0 0 0 0 0 0 0 Pipeline 0 0 0 0 0 0 0 0 0 0 0 0 Without 1 5 1 1 1 5 0 4 0 0 2 0 Without 3 5 4 5 6 4 4 11 0 0 4 2 With 1 5 11 4 1 5 0 4 0 0 2 0 With 3 5 9 12 6 4 4 11 0 0 4 2 2028 Peak Hour Forecast Intersection Volumes AM Peak Hour PM Peak Hour Walker's Renton Subaru TIA 46 HCM 7th Signalized Intersection Summary Existing AM Peak Hour 1: Lind Ave SW & SW Grady Way Synchro 12 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 79 301 68 213 456 83 41 73 181 25 64 50 Future Volume (veh/h) 79 301 68 213 456 83 41 73 181 25 64 50 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width Adj.1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 0.99 1.00 0.98 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1811 1722 1811 1841 1841 1870 1722 1678 1633 1604 1737 1811 Adj Flow Rate, veh/h 85 324 73 229 490 89 44 78 0 27 69 54 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 6 12 6 4 4 2 12 15 18 20 11 6 Cap, veh/h 408 670 149 500 861 155 357 496 360 257 179 Arrive On Green 0.07 0.25 0.25 0.11 0.29 0.29 0.05 0.16 0.00 0.03 0.14 0.14 Sat Flow, veh/h 1725 2649 588 1753 2948 532 1640 3188 1384 1527 1833 1277 Grp Volume(v), veh/h 85 198 199 229 290 289 44 78 0 27 61 62 Grp Sat Flow(s),veh/h/ln 1725 1636 1601 1753 1749 1732 1640 1594 1384 1527 1650 1460 Q Serve(g_s), s 1.6 4.6 4.7 4.3 6.3 6.4 1.0 0.9 0.0 0.7 1.5 1.7 Cycle Q Clear(g_c), s 1.6 4.6 4.7 4.3 6.3 6.4 1.0 0.9 0.0 0.7 1.5 1.7 Prop In Lane 1.00 0.37 1.00 0.31 1.00 1.00 1.00 0.87 Lane Grp Cap(c), veh/h 408 414 405 500 511 506 357 496 360 232 205 V/C Ratio(X)0.21 0.48 0.49 0.46 0.57 0.57 0.12 0.16 0.08 0.26 0.30 Avail Cap(c_a), veh/h 1054 1281 1254 500 2152 2131 1013 2140 824 923 817 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 10.9 14.2 14.2 10.7 13.4 13.4 15.2 16.3 0.0 15.6 17.1 17.2 Incr Delay (d2), s/veh 0.3 0.9 0.9 0.7 1.0 1.0 0.2 0.1 0.0 0.1 0.6 0.8 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 1.5 1.5 1.3 2.1 2.1 0.3 0.3 0.0 0.2 0.5 0.5 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 11.2 15.0 15.2 11.4 14.4 14.5 15.3 16.5 0.0 15.7 17.7 18.1 LnGrp LOS B B B B B B B B B B B Approach Vol, veh/h 482 808 122 150 Approach Delay, s/veh 14.4 13.6 16.1 17.5 Approach LOS B B B B Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 8.3 18.0 7.1 11.3 10.0 16.3 6.4 12.0 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 20.0 55.0 20.0 25.0 5.0 35.0 15.0 30.0 Max Q Clear Time (g_c+I1), s 3.6 8.4 3.0 3.7 6.3 6.7 2.7 2.9 Green Ext Time (p_c), s 0.2 3.8 0.1 0.6 0.0 2.4 0.0 0.4 Intersection Summary HCM 7th Control Delay, s/veh 14.4 HCM 7th LOS B Notes Unsignalized Delay for [NBR] is excluded from calculations of the approach delay and intersection delay. Walker's Renton Subaru TIA 47 HCM 7th TWSC Existing AM Peak Hour 2: Seneca Ave SW & SW Grady Way Synchro 12 Report Page 1 Intersection Int Delay, s/veh 0.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 464 10 6 540 3 3 Future Vol, veh/h 464 10 6 540 3 3 Conflicting Peds, #/hr 0 2 2 0 2 2 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 100 - 0 - Veh in Median Storage, # 0 - - 0 1 - Grade, %0 - - 0 0 - Peak Hour Factor 96 96 96 96 96 96 Heavy Vehicles, % 1 10 17 7 1 33 Mvmt Flow 483 10 6 563 3 3 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 496 0 786 251 Stage 1 - - - - 491 - Stage 2 - - - - 296 - Critical Hdwy - - 4.44 - 6.82 7.56 Critical Hdwy Stg 1 - - - - 5.82 - Critical Hdwy Stg 2 - - - - 5.82 - Follow-up Hdwy - - 2.37 - 3.51 3.63 Pot Cap-1 Maneuver - - 966 - 331 663 Stage 1 - - - - 584 - Stage 2 - - - - 732 - Platoon blocked, % - -- Mov Cap-1 Maneuver - - 964 - 328 660 Mov Cap-2 Maneuver - - - - 441 - Stage 1 - - - - 583 - Stage 2 - - - - 726 - Approach EB WB NB HCM Ctrl Dly, s/v 0 0.1 11.89 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)529 - - 964 - HCM Lane V/C Ratio 0.012 - - 0.006 - HCM Ctrl Dly (s/v)11.9 - - 8.8 - HCM Lane LOS B - - A - HCM 95th %tile Q(veh) 0 - - 0 - Walker's Renton Subaru TIA 48 HCM 7th TWSC Existing AM Peak Hour 3: Lind Ave SW & SW 12th St Synchro 12 Report Page 1 Intersection Int Delay, s/veh 0.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 6 1 1 2 1 11 4 283 7 27 320 10 Future Vol, veh/h 6 1 1 2 1 11 4 283 7 27 320 10 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - 50 - - 50 - - Veh in Median Storage, # - 1 - - 1 - - 0 - - 0 - Grade, %- 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 20 1 1 1 1 1 25 16 29 7 6 1 Mvmt Flow 7 1 1 2 1 13 5 333 8 32 376 12 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 622 796 194 599 798 171 388 0 0 341 0 0 Stage 1 446 446 - 346 346 - - - - - - - Stage 2 176 351 - 252 452 - - - - - - - Critical Hdwy 7.9 6.52 6.92 7.52 6.52 6.92 4.6 - - 4.24 - - Critical Hdwy Stg 1 6.9 5.52 - 6.52 5.52 - - - - - - - Critical Hdwy Stg 2 6.9 5.52 - 6.52 5.52 - - - - - - - Follow-up Hdwy 3.7 4.01 3.31 3.51 4.01 3.31 2.45 - - 2.27 - - Pot Cap-1 Maneuver 336 320 818 388 319 847 1018 - - 1179 - - Stage 1 516 575 - 645 636 - - - - - - - Stage 2 759 633 - 733 572 - - - - - - - Platoon blocked, %- -- - Mov Cap-1 Maneuver 320 310 818 374 309 847 1018 - - 1179 - - Mov Cap-2 Maneuver 405 405 - 477 409 - - - - - - - Stage 1 502 559 - 642 633 - - - - - - - Stage 2 742 631 - 710 556 - - - - - - - Approach EB WB NB SB HCM Ctrl Dly, s/v 13.51 10.17 0.12 0.62 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1018 - - 433 713 1179 - - HCM Lane V/C Ratio 0.005 - - 0.022 0.023 0.027 - - HCM Ctrl Dly (s/v)8.6 - - 13.5 10.2 8.1 - - HCM Lane LOS A - - B B A - - HCM 95th %tile Q(veh) 0 - - 0.1 0.1 0.1 - - Walker's Renton Subaru TIA 49 HCM 7th TWSC Existing AM Peak Hour 4: Seneca Ave SW & SW 12th St Synchro 12 Report Page 1 Intersection Int Delay, s/veh 6.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 2 0 5 1 1 0 4 0 1 5 1 Future Vol, veh/h 0 2 0 5 1 1 0 4 0 1 5 1 Conflicting Peds, #/hr 1 0 1 1 0 1 1 0 1 1 0 1 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, %- 0 - - 0 - - 0 - - 0 - Peak Hour Factor 83 83 83 83 83 83 83 83 83 83 83 83 Heavy Vehicles, % 1 1 1 20 1 1 1 25 1 1 1 1 Mvmt Flow 0 2 0 6 1 1 0 5 0 1 6 1 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 3 0 0 3 0 0 21 19 4 21 18 4 Stage 1 - - - - - - 3 3 - 15 15 - Stage 2 - - - - - - 17 15 - 6 3 - Critical Hdwy 4.11 - - 4.3 - - 7.11 6.75 6.21 7.11 6.51 6.21 Critical Hdwy Stg 1 - - - - - - 6.11 5.75 - 6.11 5.51 - Critical Hdwy Stg 2 - - - - - - 6.11 5.75 - 6.11 5.51 - Follow-up Hdwy 2.209 - - 2.38 - - 3.509 4.225 3.309 3.509 4.009 3.309 Pot Cap-1 Maneuver 1625 - - 1508 - - 995 832 1082 995 878 1083 Stage 1 - - - - - - 1022 849 - 1008 885 - Stage 2 - - - - - - 1005 839 - 1019 895 - Platoon blocked, %- -- - Mov Cap-1 Maneuver 1624 - - 1507 - - 981 827 1080 983 872 1081 Mov Cap-2 Maneuver - - - - - - 981 827 - 983 872 - Stage 1 - - - - - - 1021 848 - 1003 881 - Stage 2 - - - - - - 992 835 - 1012 894 - Approach EB WB NB SB HCM Ctrl Dly, s/v 0 5.28 9.38 8.98 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)827 1624 - - 1169 - - 912 HCM Lane V/C Ratio 0.006 - - - 0.004 - - 0.009 HCM Ctrl Dly (s/v)9.4 0 - - 7.4 0 - 9 HCM Lane LOS A A - - A A - A HCM 95th %tile Q(veh) 0 0 - - 0 - - 0 Walker's Renton Subaru TIA 50 HCM 7th Signalized Intersection Summary Existing PM Peak Hour 1: Lind Ave SW & SW Grady Way Synchro 12 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 133 732 41 107 573 62 61 147 504 144 116 96 Future Volume (veh/h) 133 732 41 107 573 62 61 147 504 144 116 96 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width Adj.1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 0.98 1.00 0.98 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1885 1826 1826 1870 1826 1870 1811 1885 1885 1767 1885 Adj Flow Rate, veh/h 137 755 42 110 591 64 63 152 0 148 120 99 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 1 5 5 2 5 2 6 1 1 9 1 Cap, veh/h 412 1137 63 359 1046 113 349 424 413 298 223 Arrive On Green 0.08 0.33 0.33 0.08 0.32 0.32 0.06 0.12 0.00 0.10 0.17 0.17 Sat Flow, veh/h 1781 3445 192 1739 3226 349 1781 3441 1598 1795 1802 1347 Grp Volume(v), veh/h 137 392 405 110 325 330 63 152 0 148 111 108 Grp Sat Flow(s),veh/h/ln 1781 1791 1846 1739 1777 1798 1781 1721 1598 1795 1678 1470 Q Serve(g_s), s 2.7 10.1 10.1 2.2 8.1 8.2 1.6 2.2 0.0 3.8 3.2 3.6 Cycle Q Clear(g_c), s 2.7 10.1 10.1 2.2 8.1 8.2 1.6 2.2 0.0 3.8 3.2 3.6 Prop In Lane 1.00 0.10 1.00 0.19 1.00 1.00 1.00 0.92 Lane Grp Cap(c), veh/h 412 591 609 359 576 583 349 424 413 278 243 V/C Ratio(X)0.33 0.66 0.66 0.31 0.56 0.57 0.18 0.36 0.36 0.40 0.44 Avail Cap(c_a), veh/h 931 1167 1203 390 1820 1842 911 1923 737 781 685 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 11.0 15.4 15.4 11.4 15.0 15.0 18.7 21.6 0.0 17.7 20.0 20.2 Incr Delay (d2), s/veh 0.5 1.3 1.3 0.5 0.9 0.9 0.2 0.5 0.0 0.5 0.9 1.3 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.9 3.7 3.8 0.7 2.9 3.0 0.6 0.8 0.0 1.4 1.2 1.2 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 11.5 16.7 16.7 11.9 15.9 15.9 19.0 22.1 0.0 18.3 20.9 21.4 LnGrp LOS B B B B B B B C B C C Approach Vol, veh/h 934 765 215 367 Approach Delay, s/veh 15.9 15.3 21.2 20.0 Approach LOS B B C C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 9.4 22.4 8.0 13.9 9.0 22.7 10.3 11.6 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 20.0 55.0 20.0 25.0 5.0 35.0 15.0 30.0 Max Q Clear Time (g_c+I1), s 4.7 10.2 3.6 5.6 4.2 12.1 5.8 4.2 Green Ext Time (p_c), s 0.3 4.4 0.1 1.1 0.0 5.0 0.2 0.9 Intersection Summary HCM 7th Control Delay, s/veh 16.9 HCM 7th LOS B Notes Unsignalized Delay for [NBR] is excluded from calculations of the approach delay and intersection delay. Walker's Renton Subaru TIA 51 HCM 7th TWSC Existing PM Peak Hour 2: Seneca Ave SW & SW Grady Way Synchro 12 Report Page 1 Intersection Int Delay, s/veh 0.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 916 3 2 739 0 9 Future Vol, veh/h 916 3 2 739 0 9 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 100 - 0 - Veh in Median Storage, # 0 - - 0 1 - Grade, %0 - - 0 0 - Peak Hour Factor 98 98 98 98 98 98 Heavy Vehicles, % 1 1 1 2 1 1 Mvmt Flow 935 3 2 754 0 9 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 938 0 1317 469 Stage 1 -- - - 936 - Stage 2 - - - - 381 - Critical Hdwy -- 4.12 - 6.82 6.92 Critical Hdwy Stg 1 - - - - 5.82 - Critical Hdwy Stg 2 - - - - 5.82 - Follow-up Hdwy - - 2.21 - 3.51 3.31 Pot Cap-1 Maneuver - - 733 - 150 544 Stage 1 - - - - 344 - Stage 2 -- - - 663 - Platoon blocked, % - -- Mov Cap-1 Maneuver - - 733 - 150 544 Mov Cap-2 Maneuver - - - - 265 - Stage 1 -- - - 344 - Stage 2 - - - - 661 - Approach EB WB NB HCM Ctrl Dly, s/v 0 0.03 11.74 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)544 - - 733 - HCM Lane V/C Ratio 0.017 - - 0.003 - HCM Ctrl Dly (s/v)11.7 - - 9.9 - HCM Lane LOS B - - A - HCM 95th %tile Q(veh) 0.1 - - 0 - Walker's Renton Subaru TIA 52 HCM 7th TWSC Existing PM Peak Hour 3: Lind Ave SW & SW 12th St Synchro 12 Report Page 1 Intersection Int Delay, s/veh 1.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 10 1 8 11 1 39 8 684 7 20 231 9 Future Vol, veh/h 10 1 8 11 1 39 8 684 7 20 231 9 Conflicting Peds, #/hr 2 0 2 2 0 2 2 0 2 2 0 2 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - 50 - - 50 - - Veh in Median Storage, # - 1 - - 1 - - 0 - - 0 - Grade, %- 0 - - 0 - - 0 - - 0 - Peak Hour Factor 96 96 96 96 96 96 96 96 96 96 96 96 Heavy Vehicles, % 1 1 1 1 1 1 15 2 1 1 7 11 Mvmt Flow 10 1 8 11 1 41 8 713 7 21 241 9 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 664 1027 129 899 1028 364 252 0 0 722 0 0 Stage 1 289 289 - 735 735 - - - - - - - Stage 2 375 738 - 165 294 - - - - - - - Critical Hdwy 7.52 6.52 6.92 7.52 6.52 6.92 4.4 - - 4.12 - - Critical Hdwy Stg 1 6.52 5.52 - 6.52 5.52 - - - - - - - Critical Hdwy Stg 2 6.52 5.52 - 6.52 5.52 - - - - - - - Follow-up Hdwy 3.51 4.01 3.31 3.51 4.01 3.31 2.35 - - 2.21 - - Pot Cap-1 Maneuver 348 234 900 235 234 636 1221 - - 883 - - Stage 1 697 674 - 380 426 - - - - - - - Stage 2 621 424 - 824 671 - - - - - - - Platoon blocked, %- -- - Mov Cap-1 Maneuver 313 226 897 225 226 633 1219 - - 881 - - Mov Cap-2 Maneuver 418 320 - 314 328 - - - - - - - Stage 1 680 657 - 376 422 - - - - - - - Stage 2 574 421 - 794 654 - - - - - - - Approach EB WB NB SB HCM Ctrl Dly, s/v 12.08 12.85 0.09 0.71 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1219 - - 529 512 881 - - HCM Lane V/C Ratio 0.007 - - 0.037 0.104 0.024 - - HCM Ctrl Dly (s/v)8 - - 12.1 12.8 9.2 - - HCM Lane LOS A - - B B A - - HCM 95th %tile Q(veh) 0 - - 0.1 0.3 0.1 - - Walker's Renton Subaru TIA 53 HCM 7th TWSC Existing PM Peak Hour 4: Seneca Ave SW & SW 12th St Synchro 12 Report Page 1 Intersection Int Delay, s/veh 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 2 4 0 4 6 5 0 10 4 4 5 3 Future Vol, veh/h 2 4 0 4 6 5 0 10 4 4 5 3 Conflicting Peds, #/hr 2 0 2 2 0 2 2 0 2 2 0 2 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, %- 0 - - 0 - - 0 - - 0 - Peak Hour Factor 73 73 73 73 73 73 73 73 73 73 73 73 Heavy Vehicles, % 1 1 1 1 17 1 1 10 1 1 40 33 Mvmt Flow 3 5 0 5 8 7 0 14 5 5 7 4 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 17 0 0 7 0 0 38 41 9 44 38 16 Stage 1 - - - - - - 13 13 - 25 25 - Stage 2 - - - - - - 25 28 - 20 13 - Critical Hdwy 4.11 - - 4.11 - - 7.11 6.6 6.21 7.11 6.9 6.53 Critical Hdwy Stg 1 - - - - - - 6.11 5.6 - 6.11 5.9 - Critical Hdwy Stg 2 - - - - - - 6.11 5.6 - 6.11 5.9 - Follow-up Hdwy 2.209 - - 2.209 - - 3.509 4.09 3.309 3.509 4.36 3.597 Pot Cap-1 Maneuver 1607 - - 1620 - - 970 836 1075 960 786 980 Stage 1 - - - - - - 1010 869 - 996 805 - Stage 2 - - - - - - 996 856 - 1002 815 - Platoon blocked, %- -- - Mov Cap-1 Maneuver 1604 - - 1616 - - 949 828 1071 931 779 977 Mov Cap-2 Maneuver - - - - - - 949 828 - 931 779 - Stage 1 - - - - - - 1006 866 - 991 801 - Stage 2 - - - - - - 978 852 - 977 812 - Approach EB WB NB SB HCM Ctrl Dly, s/v 2.42 1.93 9.16 9.22 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)886 600 - - 440 - - 870 HCM Lane V/C Ratio 0.022 0.002 - - 0.003 - - 0.019 HCM Ctrl Dly (s/v)9.2 7.2 0 - 7.2 0 - 9.2 HCM Lane LOS A A A - A A - A HCM 95th %tile Q(veh) 0.1 0 - - 0 - - 0.1 Walker's Renton Subaru TIA 54 HCM 7th Signalized Intersection Summary Forecast 2028 AM Peak Hour 1: Lind Ave SW & SW Grady Way Without Project Synchro 12 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 85 326 86 229 501 89 44 79 195 27 70 54 Future Volume (veh/h) 85 326 86 229 501 89 44 79 195 27 70 54 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width Adj.1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 0.99 1.00 0.99 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1811 1722 1811 1841 1841 1870 1722 1678 1633 1604 1737 1811 Adj Flow Rate, veh/h 91 351 92 246 539 96 47 85 0 29 75 58 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 6 12 6 4 4 2 12 15 18 20 11 6 Cap, veh/h 400 701 181 489 908 161 346 490 351 254 176 Arrive On Green 0.07 0.27 0.27 0.11 0.31 0.31 0.05 0.15 0.00 0.03 0.14 0.14 Sat Flow, veh/h 1725 2561 661 1753 2958 525 1640 3188 1384 1527 1840 1271 Grp Volume(v), veh/h 91 222 221 246 318 317 47 85 0 29 66 67 Grp Sat Flow(s),veh/h/ln 1725 1636 1586 1753 1749 1733 1640 1594 1384 1527 1650 1461 Q Serve(g_s), s 1.7 5.3 5.4 4.7 7.1 7.2 1.1 1.1 0.0 0.7 1.7 1.9 Cycle Q Clear(g_c), s 1.7 5.3 5.4 4.7 7.1 7.2 1.1 1.1 0.0 0.7 1.7 1.9 Prop In Lane 1.00 0.42 1.00 0.30 1.00 1.00 1.00 0.87 Lane Grp Cap(c), veh/h 400 448 434 489 537 532 346 490 351 228 202 V/C Ratio(X)0.23 0.50 0.51 0.50 0.59 0.60 0.14 0.17 0.08 0.29 0.33 Avail Cap(c_a), veh/h 1015 1235 1197 489 2074 2056 973 2062 794 889 787 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 10.8 14.2 14.2 10.8 13.6 13.6 15.8 17.1 0.0 16.2 17.9 18.0 Incr Delay (d2), s/veh 0.3 0.9 0.9 0.8 1.0 1.1 0.2 0.2 0.0 0.1 0.7 0.9 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 1.7 1.7 1.5 2.4 2.4 0.4 0.4 0.0 0.2 0.6 0.6 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 11.1 15.0 15.1 11.6 14.6 14.7 16.0 17.2 0.0 16.3 18.6 19.0 LnGrp LOS B B B B B B B B B B B Approach Vol, veh/h 534 881 132 162 Approach Delay, s/veh 14.4 13.8 16.8 18.4 Approach LOS B B B B Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 8.5 19.2 7.3 11.4 10.0 17.7 6.6 12.1 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 20.0 55.0 20.0 25.0 5.0 35.0 15.0 30.0 Max Q Clear Time (g_c+I1), s 3.7 9.2 3.1 3.9 6.7 7.4 2.7 3.1 Green Ext Time (p_c), s 0.2 4.3 0.1 0.6 0.0 2.7 0.0 0.4 Intersection Summary HCM 7th Control Delay, s/veh 14.6 HCM 7th LOS B Notes Unsignalized Delay for [NBR] is excluded from calculations of the approach delay and intersection delay. Walker's Renton Subaru TIA 55 HCM 7th TWSC Forecast 2028 AM Peak Hour 2: Seneca Ave SW & SW Grady Way Without Project Synchro 12 Report Page 1 Intersection Int Delay, s/veh 0.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 515 11 6 592 3 3 Future Vol, veh/h 515 11 6 592 3 3 Conflicting Peds, #/hr 0 2 2 0 2 2 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 100 - 0 - Veh in Median Storage, # 0 - - 0 1 - Grade, %0 - - 0 0 - Peak Hour Factor 96 96 96 96 96 96 Heavy Vehicles, % 1 10 17 7 1 33 Mvmt Flow 536 11 6 617 3 3 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 550 0 867 278 Stage 1 -- - - 544 - Stage 2 - - - - 323 - Critical Hdwy -- 4.44 - 6.82 7.56 Critical Hdwy Stg 1 - - - - 5.82 - Critical Hdwy Stg 2 - - - - 5.82 - Follow-up Hdwy - - 2.37 - 3.51 3.63 Pot Cap-1 Maneuver - - 919 - 294 634 Stage 1 - - - - 548 - Stage 2 -- - - 709 - Platoon blocked, % - -- Mov Cap-1 Maneuver - - 917 - 291 632 Mov Cap-2 Maneuver - - - - 410 - Stage 1 -- - - 547 - Stage 2 - - - - 703 - Approach EB WB NB HCM Ctrl Dly, s/v 0 0.09 12.33 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)497 - - 917 - HCM Lane V/C Ratio 0.013 - - 0.007 - HCM Ctrl Dly (s/v)12.3 - - 9 - HCM Lane LOS B - - A - HCM 95th %tile Q(veh) 0 - - 0 - Walker's Renton Subaru TIA 56 HCM 7th TWSC Forecast 2028 AM Peak Hour 3: Lind Ave SW & SW 12th St Without Project Synchro 12 Report Page 1 Intersection Int Delay, s/veh 0.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 6 1 1 5 1 12 4 305 13 43 345 11 Future Vol, veh/h 6 1 1 5 1 12 4 305 13 43 345 11 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - 50 - - 50 - - Veh in Median Storage, # - 1 - - 1 - - 0 - - 0 - Grade, %- 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 20 1 1 1 1 1 25 16 29 7 6 1 Mvmt Flow 7 1 1 6 1 14 5 359 15 51 406 13 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 703 897 209 681 896 187 419 0 0 374 0 0 Stage 1 514 514 - 376 376 - - - - - - - Stage 2 189 384 - 305 520 - - - - - - - Critical Hdwy 7.9 6.52 6.92 7.52 6.52 6.92 4.6 - - 4.24 - - Critical Hdwy Stg 1 6.9 5.52 - 6.52 5.52 - - - - - - - Critical Hdwy Stg 2 6.9 5.52 - 6.52 5.52 - - - - - - - Follow-up Hdwy 3.7 4.01 3.31 3.51 4.01 3.31 2.45 - - 2.27 - - Pot Cap-1 Maneuver 292 280 799 339 280 826 989 - - 1146 - - Stage 1 468 536 - 620 617 - - - - - - - Stage 2 745 613 - 683 533 - - - - - - - Platoon blocked, %- -- - Mov Cap-1 Maneuver 272 266 799 321 266 826 989 - - 1146 - - Mov Cap-2 Maneuver 360 365 - 434 372 - - - - - - - Stage 1 447 513 - 617 615 - - - - - - - Stage 2 727 610 - 650 509 - - - - - - - Approach EB WB NB SB HCM Ctrl Dly, s/v 14.53 10.95 0.11 0.89 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h)989 - - 387 627 1146 - - HCM Lane V/C Ratio 0.005 - - 0.024 0.034 0.044 - - HCM Ctrl Dly (s/v)8.7 - - 14.5 10.9 8.3 - - HCM Lane LOS A - - B B A - - HCM 95th %tile Q(veh) 0 - - 0.1 0.1 0.1 - - Walker's Renton Subaru TIA 57 HCM 7th TWSC Forecast 2028 AM Peak Hour 4: Seneca Ave SW & SW 12th St Without Project Synchro 12 Report Page 1 Intersection Int Delay, s/veh 6.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 2 0 5 1 1 0 4 0 1 5 1 Future Vol, veh/h 0 2 0 5 1 1 0 4 0 1 5 1 Conflicting Peds, #/hr 1 0 1 1 0 1 1 0 1 1 0 1 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, %- 0 - - 0 - - 0 - - 0 - Peak Hour Factor 83 83 83 83 83 83 83 83 83 83 83 83 Heavy Vehicles, % 1 1 1 20 1 1 1 25 1 1 1 1 Mvmt Flow 0 2 0 6 1 1 0 5 0 1 6 1 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 3 0 0 3 0 0 21 19 4 21 18 4 Stage 1 -- - - - - 3 3 - 15 15 - Stage 2 - - - - - - 17 15 - 6 3 - Critical Hdwy 4.11 - - 4.3 - - 7.11 6.75 6.21 7.11 6.51 6.21 Critical Hdwy Stg 1 - - - - - - 6.11 5.75 - 6.11 5.51 - Critical Hdwy Stg 2 - - - - - - 6.11 5.75 - 6.11 5.51 - Follow-up Hdwy 2.209 - - 2.38 - - 3.509 4.225 3.309 3.509 4.009 3.309 Pot Cap-1 Maneuver 1625 - - 1508 - - 995 832 1082 995 878 1083 Stage 1 - - - - - - 1022 849 - 1008 885 - Stage 2 -- - - - - 1005 839 - 1019 895 - Platoon blocked, %- -- - Mov Cap-1 Maneuver 1624 - - 1507 - - 981 827 1080 983 872 1081 Mov Cap-2 Maneuver - - - - - - 981 827 - 983 872 - Stage 1 -- - - - - 1021 848 - 1003 881 - Stage 2 - - - - - - 992 835 - 1012 894 - Approach EB WB NB SB HCM Ctrl Dly, s/v 0 5.28 9.38 8.98 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)827 1624 - - 1169 - - 912 HCM Lane V/C Ratio 0.006 - - - 0.004 - - 0.009 HCM Ctrl Dly (s/v)9.4 0 - - 7.4 0 - 9 HCM Lane LOS A A - - A A - A HCM 95th %tile Q(veh) 0 0 - - 0 - - 0 Walker's Renton Subaru TIA 58 HCM 7th Signalized Intersection Summary Forecast 2028 PM Peak Hour 1: Lind Ave SW & SW Grady Way Without Project Synchro 12 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 143 798 44 115 619 67 79 159 543 155 125 103 Future Volume (veh/h) 143 798 44 115 619 67 79 159 543 155 125 103 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width Adj.1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 0.98 1.00 0.98 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1885 1826 1826 1870 1826 1870 1811 1885 1885 1767 1885 Adj Flow Rate, veh/h 147 823 45 119 638 69 81 164 0 160 129 106 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 1 5 5 2 5 2 6 1 1 9 1 Cap, veh/h 401 1182 65 341 1076 116 348 430 415 301 225 Arrive On Green 0.08 0.34 0.34 0.07 0.33 0.33 0.06 0.12 0.00 0.11 0.17 0.17 Sat Flow, veh/h 1781 3449 189 1739 3227 348 1781 3441 1598 1795 1801 1347 Grp Volume(v), veh/h 147 427 441 119 351 356 81 164 0 160 119 116 Grp Sat Flow(s),veh/h/ln 1781 1791 1846 1739 1777 1798 1781 1721 1598 1795 1678 1470 Q Serve(g_s), s 3.0 11.7 11.7 2.5 9.3 9.3 2.2 2.5 0.0 4.3 3.6 4.0 Cycle Q Clear(g_c), s 3.0 11.7 11.7 2.5 9.3 9.3 2.2 2.5 0.0 4.3 3.6 4.0 Prop In Lane 1.00 0.10 1.00 0.19 1.00 1.00 1.00 0.92 Lane Grp Cap(c), veh/h 401 614 633 341 592 599 348 430 415 280 246 V/C Ratio(X)0.37 0.70 0.70 0.35 0.59 0.59 0.23 0.38 0.39 0.43 0.47 Avail Cap(c_a), veh/h 879 1104 1138 365 1721 1741 862 1818 699 739 647 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 11.5 16.1 16.1 12.0 15.7 15.7 19.6 22.8 0.0 18.5 21.2 21.4 Incr Delay (d2), s/veh 0.6 1.4 1.4 0.6 0.9 0.9 0.3 0.6 0.0 0.6 1.0 1.4 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.0 4.3 4.5 0.8 3.4 3.4 0.9 1.0 0.0 1.6 1.4 1.4 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 12.0 17.6 17.5 12.7 16.7 16.7 20.0 23.4 0.0 19.1 22.2 22.8 LnGrp LOS B B B B B B B C B C C Approach Vol, veh/h 1015 826 245 395 Approach Delay, s/veh 16.7 16.1 22.3 21.1 Approach LOS B B C C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 9.8 23.9 8.6 14.5 9.2 24.5 11.0 12.1 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 20.0 55.0 20.0 25.0 5.0 35.0 15.0 30.0 Max Q Clear Time (g_c+I1), s 5.0 11.3 4.2 6.0 4.5 13.7 6.3 4.5 Green Ext Time (p_c), s 0.3 4.8 0.1 1.2 0.0 5.5 0.3 0.9 Intersection Summary HCM 7th Control Delay, s/veh 17.8 HCM 7th LOS B Notes Unsignalized Delay for [NBR] is excluded from calculations of the approach delay and intersection delay. Walker's Renton Subaru TIA 59 HCM 7th TWSC Forecast 2028 PM Peak Hour 2: Seneca Ave SW & SW Grady Way Without Project Synchro 12 Report Page 1 Intersection Int Delay, s/veh 0.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 996 3 2 811 0 10 Future Vol, veh/h 996 3 2 811 0 10 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 100 - 0 - Veh in Median Storage, # 0 - - 0 1 - Grade, %0 - - 0 0 - Peak Hour Factor 98 98 98 98 98 98 Heavy Vehicles, % 1 1 1 2 1 1 Mvmt Flow 1016 3 2 828 0 10 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 1019 0 1436 510 Stage 1 -- - - 1018 - Stage 2 - - - - 418 - Critical Hdwy -- 4.12 - 6.82 6.92 Critical Hdwy Stg 1 - - - - 5.82 - Critical Hdwy Stg 2 - - - - 5.82 - Follow-up Hdwy - - 2.21 - 3.51 3.31 Pot Cap-1 Maneuver - - 682 - 126 511 Stage 1 - - - - 312 - Stage 2 -- - - 635 - Platoon blocked, % - -- Mov Cap-1 Maneuver - - 682 - 125 511 Mov Cap-2 Maneuver - - - - 239 - Stage 1 -- - - 312 - Stage 2 - - - - 634 - Approach EB WB NB HCM Ctrl Dly, s/v 0 0.03 12.18 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)511 - - 682 - HCM Lane V/C Ratio 0.02 - - 0.003 - HCM Ctrl Dly (s/v)12.2 - - 10.3 - HCM Lane LOS B - - B - HCM 95th %tile Q(veh) 0.1 - - 0 - Walker's Renton Subaru TIA 60 HCM 7th TWSC Forecast 2028 PM Peak Hour 3: Lind Ave SW & SW 12th St Without Project Synchro 12 Report Page 1 Intersection Int Delay, s/veh 1.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 11 1 9 17 1 56 9 737 11 22 249 10 Future Vol, veh/h 11 1 9 17 1 56 9 737 11 22 249 10 Conflicting Peds, #/hr 2 0 2 2 0 2 2 0 2 2 0 2 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - 50 - - 50 - - Veh in Median Storage, # - 1 - - 1 - - 0 - - 0 - Grade, %- 0 - - 0 - - 0 - - 0 - Peak Hour Factor 96 96 96 96 96 96 96 96 96 96 96 96 Heavy Vehicles, % 1 1 1 1 1 1 15 2 1 1 7 11 Mvmt Flow 11 1 9 18 1 58 9 768 11 23 259 10 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 718 1112 139 972 1112 394 272 0 0 781 0 0 Stage 1 312 312 - 794 794 - - - - - - - Stage 2 405 800 - 178 318 - - - - - - - Critical Hdwy 7.52 6.52 6.92 7.52 6.52 6.92 4.4 - - 4.12 - - Critical Hdwy Stg 1 6.52 5.52 - 6.52 5.52 - - - - - - - Critical Hdwy Stg 2 6.52 5.52 - 6.52 5.52 - - - - - - - Follow-up Hdwy 3.51 4.01 3.31 3.51 4.01 3.31 2.35 - - 2.21 - - Pot Cap-1 Maneuver 319 209 887 208 209 608 1199 - - 839 - - Stage 1 676 658 - 350 400 - - - - - - - Stage 2 596 398 - 809 655 - - - - - - - Platoon blocked, %- -- - Mov Cap-1 Maneuver 276 201 884 197 201 606 1197 - - 837 - - Mov Cap-2 Maneuver 384 295 - 288 306 - - - - - - - Stage 1 656 639 - 346 396 - - - - - - - Stage 2 532 394 - 776 636 - - - - - - - Approach EB WB NB SB HCM Ctrl Dly, s/v 12.57 13.97 0.1 0.74 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1197 - - 497 478 837 - - HCM Lane V/C Ratio 0.008 - - 0.044 0.161 0.027 - - HCM Ctrl Dly (s/v)8 - - 12.6 14 9.4 - - HCM Lane LOS A - - B B A - - HCM 95th %tile Q(veh) 0 - - 0.1 0.6 0.1 - - Walker's Renton Subaru TIA 61 HCM 7th TWSC Forecast 2028 PM Peak Hour 4: Seneca Ave SW & SW 12th St Without Project Synchro 12 Report Page 1 Intersection Int Delay, s/veh 6.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 2 4 0 4 6 5 0 11 4 4 5 3 Future Vol, veh/h 2 4 0 4 6 5 0 11 4 4 5 3 Conflicting Peds, #/hr 2 0 2 2 0 2 2 0 2 2 0 2 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, %- 0 - - 0 - - 0 - - 0 - Peak Hour Factor 73 73 73 73 73 73 73 73 73 73 73 73 Heavy Vehicles, % 1 1 1 1 17 1 1 10 1 1 40 33 Mvmt Flow 3 5 0 5 8 7 0 15 5 5 7 4 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 17 0 0 7 0 0 38 41 9 45 38 16 Stage 1 -- - - - - 13 13 - 25 25 - Stage 2 - - - - - - 25 28 - 20 13 - Critical Hdwy 4.11 - - 4.11 - - 7.11 6.6 6.21 7.11 6.9 6.53 Critical Hdwy Stg 1 - - - - - - 6.11 5.6 - 6.11 5.9 - Critical Hdwy Stg 2 - - - - - - 6.11 5.6 - 6.11 5.9 - Follow-up Hdwy 2.209 - - 2.209 - - 3.509 4.09 3.309 3.509 4.36 3.597 Pot Cap-1 Maneuver 1607 - - 1620 - - 970 836 1075 959 786 980 Stage 1 - - - - - - 1010 869 - 996 805 - Stage 2 -- - - - - 996 856 - 1001 815 - Platoon blocked, %- -- - Mov Cap-1 Maneuver 1604 - - 1616 - - 949 828 1071 929 779 977 Mov Cap-2 Maneuver - - - - - - 949 828 - 929 779 - Stage 1 -- - - - - 1006 866 - 991 801 - Stage 2 - - - - - - 978 852 - 975 812 - Approach EB WB NB SB HCM Ctrl Dly, s/v 2.42 1.93 9.18 9.22 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)881 600 - - 440 - - 870 HCM Lane V/C Ratio 0.023 0.002 - - 0.003 - - 0.019 HCM Ctrl Dly (s/v)9.2 7.2 0 - 7.2 0 - 9.2 HCM Lane LOS A A A - A A - A HCM 95th %tile Q(veh) 0.1 0 - - 0 - - 0.1 Walker's Renton Subaru TIA 62 HCM 7th Signalized Intersection Summary Forecast 2028 AM Peak Hour 1: Lind Ave SW & SW Grady Way With Project Synchro 12 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 85 327 86 235 503 89 45 79 197 27 71 54 Future Volume (veh/h) 85 327 86 235 503 89 45 79 197 27 71 54 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width Adj.1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 0.99 1.00 0.98 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1811 1722 1811 1841 1841 1870 1722 1678 1633 1604 1737 1811 Adj Flow Rate, veh/h 91 352 92 253 541 96 48 85 0 29 76 58 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 6 12 6 4 4 2 12 15 18 20 11 6 Cap, veh/h 399 703 181 489 910 161 347 491 351 255 174 Arrive On Green 0.07 0.27 0.27 0.11 0.31 0.31 0.05 0.15 0.00 0.03 0.14 0.14 Sat Flow, veh/h 1725 2563 660 1753 2959 523 1640 3188 1384 1527 1849 1263 Grp Volume(v), veh/h 91 223 221 253 319 318 48 85 0 29 67 67 Grp Sat Flow(s),veh/h/ln 1725 1636 1586 1753 1749 1734 1640 1594 1384 1527 1650 1463 Q Serve(g_s), s 1.7 5.3 5.5 4.8 7.2 7.2 1.1 1.1 0.0 0.7 1.7 1.9 Cycle Q Clear(g_c), s 1.7 5.3 5.5 4.8 7.2 7.2 1.1 1.1 0.0 0.7 1.7 1.9 Prop In Lane 1.00 0.42 1.00 0.30 1.00 1.00 1.00 0.86 Lane Grp Cap(c), veh/h 399 449 435 489 538 533 347 491 351 228 202 V/C Ratio(X)0.23 0.50 0.51 0.52 0.59 0.60 0.14 0.17 0.08 0.29 0.33 Avail Cap(c_a), veh/h 1013 1232 1195 489 2069 2052 971 2058 793 888 787 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 10.8 14.2 14.2 10.8 13.6 13.6 15.8 17.1 0.0 16.3 18.0 18.1 Incr Delay (d2), s/veh 0.3 0.9 0.9 1.0 1.0 1.1 0.2 0.2 0.0 0.1 0.7 1.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 1.7 1.7 1.6 2.4 2.4 0.4 0.4 0.0 0.2 0.6 0.6 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 11.1 15.0 15.1 11.8 14.7 14.7 16.0 17.2 0.0 16.4 18.7 19.1 LnGrp LOS B B B B B B B B B B B Approach Vol, veh/h 535 890 133 163 Approach Delay, s/veh 14.4 13.9 16.8 18.4 Approach LOS B B B B Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 8.5 19.3 7.3 11.4 10.0 17.8 6.6 12.2 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 20.0 55.0 20.0 25.0 5.0 35.0 15.0 30.0 Max Q Clear Time (g_c+I1), s 3.7 9.2 3.1 3.9 6.8 7.5 2.7 3.1 Green Ext Time (p_c), s 0.2 4.3 0.1 0.6 0.0 2.7 0.0 0.4 Intersection Summary HCM 7th Control Delay, s/veh 14.7 HCM 7th LOS B Notes Unsignalized Delay for [NBR] is excluded from calculations of the approach delay and intersection delay. Walker's Renton Subaru TIA 63 HCM 7th TWSC Forecast 2028 AM Peak Hour 2: Seneca Ave SW & SW Grady Way With Project Synchro 12 Report Page 1 Intersection Int Delay, s/veh 0.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 515 19 8 593 5 4 Future Vol, veh/h 515 19 8 593 5 4 Conflicting Peds, #/hr 0 2 2 0 2 2 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 100 - 0 - Veh in Median Storage, # 0 - - 0 1 - Grade, %0 - - 0 0 - Peak Hour Factor 96 96 96 96 96 96 Heavy Vehicles, % 1 10 17 7 1 33 Mvmt Flow 536 20 8 618 5 4 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 558 0 876 282 Stage 1 -- - - 548 - Stage 2 - - - - 328 - Critical Hdwy -- 4.44 - 6.82 7.56 Critical Hdwy Stg 1 - - - - 5.82 - Critical Hdwy Stg 2 - - - - 5.82 - Follow-up Hdwy - - 2.37 - 3.51 3.63 Pot Cap-1 Maneuver - - 912 - 290 630 Stage 1 - - - - 546 - Stage 2 -- - - 706 - Platoon blocked, % - -- Mov Cap-1 Maneuver - - 910 - 286 628 Mov Cap-2 Maneuver - - - - 406 - Stage 1 -- - - 545 - Stage 2 - - - - 698 - Approach EB WB NB HCM Ctrl Dly, s/v 0 0.12 12.62 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)482 - - 910 - HCM Lane V/C Ratio 0.019 - - 0.009 - HCM Ctrl Dly (s/v)12.6 - - 9 - HCM Lane LOS B - - A - HCM 95th %tile Q(veh) 0.1 - - 0 - Walker's Renton Subaru TIA 64 HCM 7th TWSC Forecast 2028 AM Peak Hour 3: Lind Ave SW & SW 12th St With Project Synchro 12 Report Page 1 Intersection Int Delay, s/veh 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 9 1 2 5 1 12 7 305 13 43 345 18 Future Vol, veh/h 9 1 2 5 1 12 7 305 13 43 345 18 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - 50 - - 50 - - Veh in Median Storage, # - 1 - - 1 - - 0 - - 0 - Grade, %- 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 20 1 1 1 1 1 25 16 29 7 6 1 Mvmt Flow 11 1 2 6 1 14 8 359 15 51 406 21 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 714 908 214 688 911 187 427 0 0 374 0 0 Stage 1 518 518 - 383 383 - - - - - - - Stage 2 196 391 - 305 528 - - - - - - - Critical Hdwy 7.9 6.52 6.92 7.52 6.52 6.92 4.6 - - 4.24 - - Critical Hdwy Stg 1 6.9 5.52 - 6.52 5.52 - - - - - - - Critical Hdwy Stg 2 6.9 5.52 - 6.52 5.52 - - - - - - - Follow-up Hdwy 3.7 4.01 3.31 3.51 4.01 3.31 2.45 - - 2.27 - - Pot Cap-1 Maneuver 287 275 795 335 274 826 981 - - 1146 - - Stage 1 465 534 - 614 613 - - - - - - - Stage 2 737 608 - 683 528 - - - - - - - Platoon blocked, %- -- - Mov Cap-1 Maneuver 266 261 795 315 260 826 981 - - 1146 - - Mov Cap-2 Maneuver 356 361 - 429 366 - - - - - - - Stage 1 445 511 - 609 608 - - - - - - - Stage 2 717 603 - 649 505 - - - - - - - Approach EB WB NB SB HCM Ctrl Dly, s/v 14.52 10.99 0.19 0.88 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h)981 - - 392 622 1146 - - HCM Lane V/C Ratio 0.008 - - 0.036 0.034 0.044 - - HCM Ctrl Dly (s/v)8.7 - - 14.5 11 8.3 - - HCM Lane LOS A - - B B A - - HCM 95th %tile Q(veh) 0 - - 0.1 0.1 0.1 - - Walker's Renton Subaru TIA 65 HCM 7th TWSC Forecast 2028 AM Peak Hour 4: Seneca Ave SW & SW 12th St With Project Synchro 12 Report Page 1 Intersection Int Delay, s/veh 6.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 2 0 5 1 4 0 4 0 11 5 1 Future Vol, veh/h 0 2 0 5 1 4 0 4 0 11 5 1 Conflicting Peds, #/hr 1 0 1 1 0 1 1 0 1 1 0 1 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, %- 0 - - 0 - - 0 - - 0 - Peak Hour Factor 83 83 83 83 83 83 83 83 83 83 83 83 Heavy Vehicles, % 1 1 1 20 1 1 1 25 1 1 1 1 Mvmt Flow 0 2 0 6 1 5 0 5 0 13 6 1 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 7 0 0 3 0 0 21 22 4 22 20 6 Stage 1 -- - - - - 3 3 - 17 17 - Stage 2 - - - - - - 17 19 - 6 3 - Critical Hdwy 4.11 - - 4.3 - - 7.11 6.75 6.21 7.11 6.51 6.21 Critical Hdwy Stg 1 - - - - - - 6.11 5.75 - 6.11 5.51 - Critical Hdwy Stg 2 - - - - - - 6.11 5.75 - 6.11 5.51 - Follow-up Hdwy 2.209 - - 2.38 - - 3.509 4.225 3.309 3.509 4.009 3.309 Pot Cap-1 Maneuver 1620 - - 1508 - - 995 828 1082 992 876 1080 Stage 1 - - - - - - 1022 849 - 1005 884 - Stage 2 -- - - - - 1005 836 - 1019 895 - Platoon blocked, %- -- - Mov Cap-1 Maneuver 1619 - - 1507 - - 981 823 1080 981 871 1078 Mov Cap-2 Maneuver - - - - - - 981 823 - 981 871 - Stage 1 -- - - - - 1021 848 - 1000 879 - Stage 2 - - - - - - 992 832 - 1012 894 - Approach EB WB NB SB HCM Ctrl Dly, s/v 0 3.7 9.4 8.87 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)823 1619 - - 776 - - 950 HCM Lane V/C Ratio 0.006 - - - 0.004 - - 0.022 HCM Ctrl Dly (s/v)9.4 0 - - 7.4 0 - 8.9 HCM Lane LOS A A - - A A - A HCM 95th %tile Q(veh) 0 0 - - 0 - - 0.1 Walker's Renton Subaru TIA 66 HCM 7th TWSC Forecast 2028 AM Peak Hour 13: Access & SW 12th St With Project Synchro 12 Report Page 1 Intersection Int Delay, s/veh 3.6 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 3 10 10 7 3 4 Future Vol, veh/h 3 10 10 7 3 4 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, %0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 3 11 11 8 3 4 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 14 0 38 9 Stage 1 -- - - 9 - Stage 2 - - - - 29 - Critical Hdwy -- 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1604 - 974 1073 Stage 1 - - - - 1014 - Stage 2 -- - - 993 - Platoon blocked, % - -- Mov Cap-1 Maneuver - - 1604 - 967 1073 Mov Cap-2 Maneuver - - - - 967 - Stage 1 -- - - 1014 - Stage 2 - - - - 986 - Approach EB WB NB HCM Ctrl Dly, s/v 0 4.27 8.54 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)1025 - - 1059 - HCM Lane V/C Ratio 0.007 - - 0.007 - HCM Ctrl Dly (s/v)8.5 - - 7.3 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0 - - 0 - Walker's Renton Subaru TIA 67 HCM 7th Signalized Intersection Summary Forecast 2028 PM Peak Hour 1: Lind Ave SW & SW Grady Way With Project Synchro 12 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 143 800 44 118 620 67 81 160 548 155 126 103 Future Volume (veh/h) 143 800 44 118 620 67 81 160 548 155 126 103 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width Adj.1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 0.98 1.00 0.98 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1885 1826 1826 1870 1826 1870 1811 1885 1885 1767 1885 Adj Flow Rate, veh/h 147 825 45 122 639 69 84 165 0 160 130 106 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 1 5 5 2 5 2 6 1 1 9 1 Cap, veh/h 400 1182 64 341 1077 116 349 434 415 302 224 Arrive On Green 0.08 0.34 0.34 0.07 0.33 0.33 0.06 0.13 0.00 0.11 0.17 0.17 Sat Flow, veh/h 1781 3449 188 1739 3227 348 1781 3441 1598 1795 1807 1343 Grp Volume(v), veh/h 147 428 442 122 351 357 84 165 0 160 120 116 Grp Sat Flow(s),veh/h/ln 1781 1791 1846 1739 1777 1798 1781 1721 1598 1795 1678 1472 Q Serve(g_s), s 3.0 11.8 11.8 2.5 9.4 9.4 2.3 2.5 0.0 4.3 3.7 4.1 Cycle Q Clear(g_c), s 3.0 11.8 11.8 2.5 9.4 9.4 2.3 2.5 0.0 4.3 3.7 4.1 Prop In Lane 1.00 0.10 1.00 0.19 1.00 1.00 1.00 0.91 Lane Grp Cap(c), veh/h 400 614 633 341 593 600 349 434 415 280 246 V/C Ratio(X)0.37 0.70 0.70 0.36 0.59 0.59 0.24 0.38 0.39 0.43 0.47 Avail Cap(c_a), veh/h 876 1099 1133 363 1714 1735 859 1810 698 736 645 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 11.5 16.2 16.2 12.1 15.8 15.8 19.6 22.9 0.0 18.5 21.3 21.5 Incr Delay (d2), s/veh 0.6 1.4 1.4 0.6 0.9 0.9 0.4 0.5 0.0 0.6 1.0 1.4 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.0 4.4 4.5 0.9 3.4 3.5 0.9 1.0 0.0 1.7 1.4 1.4 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 12.1 17.6 17.6 12.7 16.7 16.7 20.0 23.4 0.0 19.1 22.3 22.9 LnGrp LOS B B B B B B B C B C C Approach Vol, veh/h 1017 830 249 396 Approach Delay, s/veh 16.8 16.1 22.3 21.2 Approach LOS B B C C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 9.8 24.0 8.7 14.5 9.3 24.5 11.0 12.2 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 20.0 55.0 20.0 25.0 5.0 35.0 15.0 30.0 Max Q Clear Time (g_c+I1), s 5.0 11.4 4.3 6.1 4.5 13.8 6.3 4.5 Green Ext Time (p_c), s 0.3 4.9 0.1 1.2 0.0 5.5 0.3 0.9 Intersection Summary HCM 7th Control Delay, s/veh 17.8 HCM 7th LOS B Notes Unsignalized Delay for [NBR] is excluded from calculations of the approach delay and intersection delay. Walker's Renton Subaru TIA 68 HCM 7th TWSC Forecast 2028 PM Peak Hour 2: Seneca Ave SW & SW Grady Way With Project Synchro 12 Report Page 1 Intersection Int Delay, s/veh 0.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 996 7 3 813 5 12 Future Vol, veh/h 996 7 3 813 5 12 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 100 - 0 - Veh in Median Storage, # 0 - - 0 1 - Grade, %0 - - 0 0 - Peak Hour Factor 98 98 98 98 98 98 Heavy Vehicles, % 1 1 1 2 1 1 Mvmt Flow 1016 7 3 830 5 12 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 1023 0 1441 512 Stage 1 -- - - 1020 - Stage 2 - - - - 421 - Critical Hdwy -- 4.12 - 6.82 6.92 Critical Hdwy Stg 1 - - - - 5.82 - Critical Hdwy Stg 2 - - - - 5.82 - Follow-up Hdwy - - 2.21 - 3.51 3.31 Pot Cap-1 Maneuver - - 680 - 125 510 Stage 1 - - - - 311 - Stage 2 -- - - 633 - Platoon blocked, % - -- Mov Cap-1 Maneuver - - 680 - 124 510 Mov Cap-2 Maneuver - - - - 238 - Stage 1 -- - - 311 - Stage 2 - - - - 630 - Approach EB WB NB HCM Ctrl Dly, s/v 0 0.04 14.88 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)382 - - 680 - HCM Lane V/C Ratio 0.045 - - 0.005 - HCM Ctrl Dly (s/v)14.9 - - 10.3 - HCM Lane LOS B - - B - HCM 95th %tile Q(veh) 0.1 - - 0 - Walker's Renton Subaru TIA 69 HCM 7th TWSC Forecast 2028 PM Peak Hour 3: Lind Ave SW & SW 12th St With Project Synchro 12 Report Page 1 Intersection Int Delay, s/veh 1.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 19 1 11 17 1 56 10 737 11 22 249 14 Future Vol, veh/h 19 1 11 17 1 56 10 737 11 22 249 14 Conflicting Peds, #/hr 2 0 2 2 0 2 2 0 2 2 0 2 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - 50 - - 50 - - Veh in Median Storage, # - 1 - - 1 - - 0 - - 0 - Grade, %- 0 - - 0 - - 0 - - 0 - Peak Hour Factor 96 96 96 96 96 96 96 96 96 96 96 96 Heavy Vehicles, % 1 1 1 1 1 1 15 2 1 1 7 11 Mvmt Flow 20 1 11 18 1 58 10 768 11 23 259 15 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 722 1117 141 974 1118 394 276 0 0 781 0 0 Stage 1 315 315 - 796 796 - - - - - - - Stage 2 407 802 - 178 322 - - - - - - - Critical Hdwy 7.52 6.52 6.92 7.52 6.52 6.92 4.4 - - 4.12 - - Critical Hdwy Stg 1 6.52 5.52 - 6.52 5.52 - - - - - - - Critical Hdwy Stg 2 6.52 5.52 - 6.52 5.52 - - - - - - - Follow-up Hdwy 3.51 4.01 3.31 3.51 4.01 3.31 2.35 - - 2.21 - - Pot Cap-1 Maneuver 316 208 884 208 207 608 1195 - - 839 - - Stage 1 674 657 - 349 399 - - - - - - - Stage 2 594 397 - 809 652 - - - - - - - Platoon blocked, %- -- - Mov Cap-1 Maneuver 274 199 881 196 199 606 1192 - - 837 - - Mov Cap-2 Maneuver 382 294 - 287 304 - - - - - - - Stage 1 654 638 - 345 395 - - - - - - - Stage 2 530 393 - 774 633 - - - - - - - Approach EB WB NB SB HCM Ctrl Dly, s/v 13.18 13.99 0.11 0.73 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1192 - - 472 477 837 - - HCM Lane V/C Ratio 0.009 - - 0.068 0.161 0.027 - - HCM Ctrl Dly (s/v)8 - - 13.2 14 9.4 - - HCM Lane LOS A - - B B A - - HCM 95th %tile Q(veh) 0 - - 0.2 0.6 0.1 - - Walker's Renton Subaru TIA 70 HCM 7th TWSC Forecast 2028 PM Peak Hour 4: Seneca Ave SW & SW 12th St With Project Synchro 12 Report Page 1 Intersection Int Delay, s/veh 5.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 2 4 0 4 6 12 0 11 4 9 5 3 Future Vol, veh/h 2 4 0 4 6 12 0 11 4 9 5 3 Conflicting Peds, #/hr 2 0 2 2 0 2 2 0 2 2 0 2 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, %- 0 - - 0 - - 0 - - 0 - Peak Hour Factor 73 73 73 73 73 73 73 73 73 73 73 73 Heavy Vehicles, % 1 1 1 1 17 1 1 10 1 1 40 33 Mvmt Flow 3 5 0 5 8 16 0 15 5 12 7 4 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 27 0 0 7 0 0 38 51 9 50 42 20 Stage 1 -- - - - - 13 13 - 29 29 - Stage 2 - - - - - - 25 38 - 20 13 - Critical Hdwy 4.11 - - 4.11 - - 7.11 6.6 6.21 7.11 6.9 6.53 Critical Hdwy Stg 1 - - - - - - 6.11 5.6 - 6.11 5.9 - Critical Hdwy Stg 2 - - - - - - 6.11 5.6 - 6.11 5.9 - Follow-up Hdwy 2.209 - - 2.209 - - 3.509 4.09 3.309 3.509 4.36 3.597 Pot Cap-1 Maneuver 1594 - - 1620 - - 970 826 1075 952 781 974 Stage 1 - - - - - - 1010 869 - 990 801 - Stage 2 -- - - - - 996 848 - 1001 815 - Platoon blocked, %- -- - Mov Cap-1 Maneuver 1591 - - 1616 - - 949 818 1071 922 774 971 Mov Cap-2 Maneuver - - - - - - 949 818 - 922 774 - Stage 1 -- - - - - 1006 866 - 985 797 - Stage 2 - - - - - - 978 844 - 975 812 - Approach EB WB NB SB HCM Ctrl Dly, s/v 2.42 1.32 9.22 9.2 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)873 600 - - 289 - - 880 HCM Lane V/C Ratio 0.024 0.002 - - 0.003 - - 0.026 HCM Ctrl Dly (s/v)9.2 7.3 0 - 7.2 0 - 9.2 HCM Lane LOS A A A - A A - A HCM 95th %tile Q(veh) 0.1 0 - - 0 - - 0.1 Walker's Renton Subaru TIA 71 HCM 7th TWSC Forecast 2028 PM Peak Hour 13: Access & SW 12th St With Project Synchro 12 Report Page 1 Intersection Int Delay, s/veh 3.4 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 12 5 5 15 7 10 Future Vol, veh/h 12 5 5 15 7 10 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, %0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 13 5 5 16 8 11 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 18 0 43 16 Stage 1 -- - - 16 - Stage 2 - - - - 27 - Critical Hdwy -- 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1598 - 968 1064 Stage 1 - - - - 1007 - Stage 2 -- - - 995 - Platoon blocked, % - -- Mov Cap-1 Maneuver - - 1598 - 965 1064 Mov Cap-2 Maneuver - - - - 965 - Stage 1 -- - - 1007 - Stage 2 - - - - 992 - Approach EB WB NB HCM Ctrl Dly, s/v 0 1.82 8.59 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)1020 - - 450 - HCM Lane V/C Ratio 0.018 - - 0.003 - HCM Ctrl Dly (s/v)8.6 - - 7.3 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0.1 - - 0 - Walker's Renton Subaru TIA 72 Site Plan A1.0 January 31, 2025 NO R T H SITE/FLOOR PLAN 22" x 34" - 1" = 20'-0" 11" x 17" - 1" = 40'-0" 27'-9 1 2 " EXIST. POLE SIGN TO REMAIN PROPOSED NEW POWER POLE EXISTING POWER POLE TO REMAIN EXISTING UTILITY VAULT 20-FOOT WIDE FIRE LANE 20'-0" OVERHEAD WIRES 12'-0" WID E G A R A G E DOOR TH I S A R E A PROPOSED NEW GUY WIRE 23 ' - 9 1 2" PROPOSED ABANDONMENT OF EXIST. DRIVEWAY EXISTING POWER POLE EXISTING POWER POLE TO BE REMOVED 18'-0" 16'-0" 20'-0" 18'-0" 124'-0" 15'-0" NEW SHOP ADDITION NEW DRIVE THRU ADD. NEW PARKING EXIST. STORM SYSTEM TO REMAIN RE-STRIPED EXIST. PARKING LOT 5'-6" 1 8 ' - 0 " 2 0 ' - 0 " 2 ' - 0 " 2 0 ' - 0 " NEW PAVING INFILL (SHOWN HATCHED) REMOVE EXIST. PAVING (SHOWN DASHED)EDGE OF EXIST. PAVING TO REMAIN R2 5 ' - 0 " R45'-0" BUILDING AREAS: MAIN FLOOR (EXISTING):16,901 SF MAIN FLOOR (ADDITION):14,417 SF DRIVE THRU (EXISTING):2,274SF DRIVE THRU (ADDITION):1,216 SF UPPER FLOOR PARTS STORAGE:2,965 SF PARKING STATISTICS: MINIMUM PARKING REQUIRED 2.5 CARS/1,000 SF: NOTE: DRIVE THRU AND UPPER FLOOR STORAGE IS NOT INCLUDED IN PARKING ANALYSIS. (31,318 SF / 1,000 SF) x 2.5 = 78 CARS REQUIRED 25% CREDIT REDUCTION FOR (39) TOTAL SERVICE BAYS THEREFORE (59) CARS REQUIRED. PARKING PROVIDED: (59) PARKING STALLS - (12) EXISTING STANDARD, (2) EXISTING HC, (18) RE-STRIPED 9'x18' STALLS, (9) RE-STRIPED 9'x16' STALLS & (18) 8'x18' STALLSProject Title 601 St. Helens Tacoma, Washington 98402 Phone: (253) 922-4168 ARCHITECTS PLLC Sheet Title Project Number: Date: Drawn: Checked: File: Scale: REVISIONS: PL O T : CUP & SDR 519 SW 12th St, Renton, WA 98057 Walker's Renton Subaru - Service Dept. Expansion EXISTING SERVICE DEPT. BUILDING EXIST. SERVICE SHOP BLDG. (TO BE DEMOLISHED TO PROVIDE PARKING DURING CONSTRUCTION) NEW 5' WIDE SIDWALK Walker's Renton Subaru TIA 73