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HomeMy WebLinkAboutExh.26_TIA DRAFT FOR CLIENT REVIEW Canopy Residential Renton, WA Traffic Impact Analysis April 24, 2019 Prepared for: Blue Fern Development, LLC 11232 120th Ave NE, Suite 204 Kirkland, WA 98033 Prepared by: TENW Transportation Engineering NorthWest 11400 SE 8th Street, Suite 200 Bellevue, WA 98004 Office: (425) 889-6747 EXHIBIT 26 10/03/2019 MHerrera PLANNING DIVISION RECEIVED DocuSign Envelope ID: C2073BA0-CA13-4596-8BE6-FB745ABA8D08 DRAFT Traffic Impact Analysis Canopy Residential - Renton TENW April 24, 2019 Page i Table of Contents FINDINGS/CONCLUSIONS ........................................................................................ 1 INTRODUCTION ....................................................................................................... 2 Project Description ..................................................................................................... 2 Project Approach ...................................................................................................... 2 Primary Data and Information Sources ........................................................................... 3 EXISTING CONDITIONS ............................................................................................. 6 Roadway Network .................................................................................................... 6 Non-Motorized Transportation Facilities ......................................................................... 6 Transit Service........................................................................................................... 6 Existing Traffic Volumes ............................................................................................... 6 Level of Service ......................................................................................................... 8 Collision History ........................................................................................................ 8 FUTURE TRAFFIC CONDITIONS AND PROJECT IMPACTS .............................................. 10 Planned Transportation Improvements .......................................................................... 10 Project Trip Generation ............................................................................................. 10 Project Trip Distribution and Assignment ....................................................................... 11 Future Traffic Volumes ............................................................................................... 11 Future Level of Service .............................................................................................. 15 Site Access Analysis ................................................................................................. 16 Sight Distance Assessment at Proposed Site Access ........................................................ 16 MITIGATION .......................................................................................................... 19 Appendices Appendix A – Peak Hour Turning Movement Counts Appendix B – Level of Service (LOS) Methodology Appendix C – Level of Service (LOS) Calculations Appendix D – Trip Generation Calculations Appendix E – Sight Distance Exhibits DocuSign Envelope ID: C2073BA0-CA13-4596-8BE6-FB745ABA8D08 DRAFT Traffic Impact Analysis Canopy Residential - Renton TENW April 24, 2019 Page ii List of Figures and Tables Figure 1 Project Site Vicinity ....................................................................................................... 4 Figure 2 Preliminary Site Plan ..................................................................................................... 5 Figure 3 2019 Existing Weekday Peak Hour Traffic Volumes ........................................................... 7 Figure 4 Weekday Peak Hour Project Trip Assignment .................................................................. 12 Figure 5 2021 Without Project Weekday Peak Hour Traffic Volumes .............................................. 13 Figure 6 2021 With Project Weekday Peak Hour Traffic Volumes .................................................. 14 Table 1 Existing Study Area Roadway Network ............................................................................. 6 Table 2 2019 Existing Peak Hour LOS Summary .......................................................................... 8 Table 3 Collision Data Summary, January 1, 2015 to December 31, 2017 ...................................... 9 Table 4 Collision Data Summary By Type, January 1, 2015 to December 31, 2017 .......................... 9 Table 5 Trip Generation Summary ............................................................................................ 11 Table 6 Project Trip Distribution................................................................................................ 11 Table 7 Year 2021 Peak Hour Level of Service Summary at Study Intersections ................................ 15 Table 8 Year 2021 Peak Hour Level of Service Summary at Site Access ......................................... 16 DocuSign Envelope ID: C2073BA0-CA13-4596-8BE6-FB745ABA8D08 DRAFT Traffic Impact Analysis Canopy Residential - Renton TENW April 24, 2019 Page 1 FINDINGS/CONCLUSIONS This traffic impact analysis (TIA) has been prepared for the proposed Canopy Residential development located at 4196 Lincoln Place NE in Renton, WA. Project Proposal. The proposed Canopy Residential development would include up to 56 single-family dwelling units on a site that currently includes two single-family dwelling units which would be demolished with the proposed project. Vehicular access to the Canopy Residential development would be provided via a new full access onto Lincoln Ave NE and a new full access on NE 40th Street that will be accessed through the intersection of Monterey Pl NE/NE 40th Street. Full buildout of the project is estimated to occur in 2021. Trip Generation. The proposed Canopy Residential project is estimated to generate 591 net new weekday daily trips, with 44 net new trips occurring during the weekday AM peak hour (11 in, 33 out), and 56 net new trips occurring during the weekday PM peak hour (36 in, 20 out). Future Year LOS. LOS analyses were conducted for future year 2021 weekday AM and PM peak hour conditions at two off-site study intersections. Based on the analysis results, the SB left-through movement at the stop-controlled intersection of the I-405 SB Ramps/NE 44th Street is anticipated to operate at LOS F under weekday AM and PM peak hour conditions in 2021 without or with the proposed project. All other controlled movements at I-405 SB Ramps/NE 44th Street are anticipated to operate at LOS B or better during the AM and PM peak hours in 2021 without or with the proposed project. Additionally, the all-way stop controlled intersection of the I-405 NB Ramps/NE 44th Street is anticipated to operate at LOS F during the AM and PM peak hours in 2021 without or with the proposed project. Sound Transit and WSDOT have identified planned improvements at the two study intersections as part of the WSDOT I-405 Renton to Bellevue Widening and Express Toll Lanes project and Sound Transit 3Ês I-405 Bus Rapid Transit (BRT) project. The planned improvements include roundabouts at these two study intersections that will improve future operations. Site Access LOS and Queuing. LOS and queue analyses were conducted for future year 2021 weekday AM and PM peak hour conditions at the two proposed site access locations. All controlled movements at the unsignalized site access on Lincoln Ave NE and at the intersection of Monterey Pl NE/NE 40th Street (site access) are expected to operate at LOS B or better with 95th percentile queues of no more than 1 vehicle during the AM and PM peak hours. Site Access Sight Distance Evaluation. Intersection sight distance (ISD) and stopping sight distance (SSD) were evaluated at the location of the proposed site access on Lincoln Ave NE and also at the intersection of Monterey Place NE/NE 40th Street (providing access to the site). Both ISD and SSD were met at the proposed site access on Lincoln Ave NE. At the Monterey Place/NE 40th Street intersection, ISD is not met looking to the north. As a result, turn restrictions may be necessary to limit left-turns from NE 40th Street onto Monterey Place NE. Mitigation. Transportation mitigation required by the City of Renton is payment of a transportation impact fee. As of the date of this study, the adopted City of Renton 2019-2020 impact fee schedule identifies a 2019 fee of $7,820.42 per single-family dwelling unit. The proposed 56 single-family unit Canopy Residential development, less removal of the two existing single family units, would have an estimated transportation impact fee of $422,302.68 ($7,820.42 X 54 net new single-family dwelling units). DocuSign Envelope ID: C2073BA0-CA13-4596-8BE6-FB745ABA8D08 DRAFT Traffic Impact Analysis Canopy Residential - Renton TENW April 24, 2019 Page 2 INTRODUCTION This traffic impact analysis (TIA) has been prepared for the proposed Canopy Residential development located at 4196 Lincoln Place NE in Renton, WA as shown in the Figure 1 vicinity map. Project Description The proposed Canopy Residential development would include the development of up to 56 single- family dwelling units on a site that currently includes two single-family dwelling units which would be demolished with the proposed project. Vehicular access to the Canopy Residential development would be provided via a new full access onto Lincoln Ave NE and a new full access on NE 40th Street that will be accessed through the intersection of Monterey Pl NE/NE 40th Street. Full buildout of the project is estimated to occur in 2021. A preliminary site plan is provided in Figure 2. Project Approach To analyze the traffic impacts from the project, the following tasks were undertaken: · Assessed existing conditions through field reconnaissance and reviewed existing planning documents; · Described and assessed existing transportation conditions in the area; · Documented planned transportation improvements in the site vicinity; · Documented existing traffic volumes and intersection levels of service (LOS) at the following two study intersections during the weekday AM and PM peak hours: 1. I-405 Southbound (SB) Ramps / NE 44th Street (stop-controlled SB) 2. I-405 Northbound (NB) Ramps / Lake Washington Boulevard NE / NE 44th Street (all-way stop) · Documented collision history at study intersections; · Estimated trip generation and documented trip distribution and assignment of AM and PM peak hour project-generated traffic; · Documented traffic forecasts and assumptions for year 2021 conditions at the two study intersections without and with the proposed development; · Analyzed weekday AM and PM peak hour LOS for year 2021 conditions at the two study intersections without and with the proposed development; · Analyzed weekday AM and PM peak hour LOS and queuing for year 2021 conditions with the project at the proposed site access; · Evaluated entering and stopping sight distance at the proposed site access on Lincoln Ave NE and at NE 40th Street/Monterey Pl NE per WSDOT Design Manual standards; · Identified transportation mitigation to the City of Renton. DocuSign Envelope ID: C2073BA0-CA13-4596-8BE6-FB745ABA8D08 DRAFT Traffic Impact Analysis Canopy Residential - Renton TENW April 24, 2019 Page 3 Primary Data and Information Sources · City of Renton Comprehensive Transportation Plan, June 22, 2015. · City of Renton 2019 - 2024 Transportation Improvement Program, Adopted September 10, 2018. · ITE Trip Generation Manual, 10th edition, 2017. · AM and PM Peak Hour traffic counts by All Traffic Data, June 2018. · Highway Capacity Manual (HCM 6th Edition), 2016. · Washington State Department of Transportation (WSDOT) Collision Data, 2015- 2017. · WSDOT Design Manual. DocuSign Envelope ID: C2073BA0-CA13-4596-8BE6-FB745ABA8D08 DRAFT Traffic Impact Analysis Canopy Residential - Renton TENW April 24, 2019 Page 4 Figure 1 Project Site Vicinity DocuSign Envelope ID: C2073BA0-CA13-4596-8BE6-FB745ABA8D08 DRAFT Traffic Impact Analysis Canopy Residential - Renton TENW April 24, 2019 Page 5 Figure 2 Preliminary Site Plan DocuSign Envelope ID: C2073BA0-CA13-4596-8BE6-FB745ABA8D08 DRAFT Traffic Impact Analysis Canopy Residential - Renton TENW April 24, 2019 Page 6 EXISTING CONDITIONS Roadway Network Table 1 describes the existing characteristics of the streets that would be used as primary routes to and from the site. Roadway characteristics are described in terms of orientation, arterial classification, number of lanes, speed limits, pedestrian facilities, and paved shoulders. It should be noted that Lake Washington Boulevard turns into NE 44th Street which then turns into Lincoln Avenue NE. Table 1 Existing Study Area Roadway Network Roadway Orientation Arterial Classification # of Lanes Speed Limit (mph) Sidewalks Paved Shoulders Lake Washington Blvd N E/W Collector 2 25 South Side North Side NE 44th St NW/SE Collector 3* 25 Both Sides None Lincoln Ave NE N/S Collector 2 25 None Both Sides *Includes a two-way left turn lane. Non-Motorized Transportation Facilities Pedestrian facilities in the immediate project vicinity are limited. Paved shoulders exist on both sides of Lincoln Ave NE. Sidewalks exist on NE 44th Street, north of the project site. Transit Service There is no nearby transit service in the project vicinity. Existing Traffic Volumes Existing weekday AM and PM peak hour traffic volumes at the two study intersections were based on counts conducted by All Traffic Data in June 2018. Year 2019 traffic volumes were estimated by applying a 2 percent annual growth rate to the 2018 traffic volumes. Figure 3 illustrates the 2019 existing weekday AM and PM peak hour traffic volumes at the study intersections. The detailed peak hour turning movement count sheets are provided in Appendix A. DocuSign Envelope ID: C2073BA0-CA13-4596-8BE6-FB745ABA8D08 DRAFT Traffic Impact Analysis Canopy Residential - Renton TENW April 24, 2019 Page 7 Figure 3 2019 Existing Weekday Peak Hour Traffic Volumes DocuSign Envelope ID: C2073BA0-CA13-4596-8BE6-FB745ABA8D08 DRAFT Traffic Impact Analysis Canopy Residential - Renton TENW April 24, 2019 Page 8 Level of Service Weekday AM and PM peak hour level of service (LOS) analyses were conducted at the following study intersections: 1. I-405 Southbound (SB) Ramps / NE 44th Street (unsignalized, SB stop-control) 2. I-405 Northbound (NB) Ramps / Lake Washington Boulevard NE / NE 44th Street (unsignalized all-way stop) The LOS analyses were based on methodologies and procedures outlined in the Highway Capacity Manual (HCM 6th Edition). LOS serves as an indicator of the quality of traffic flow and degree of congestion at an intersection or roadway segment. It is a measure of vehicle operating speed, travel time, travel delays, and driving comfort. The LOS methodology is described in Appendix B. The Synchro Version 10.3 software package was used to determine LOS results. The 2019 existing AM and PM peak hour LOS analysis results for the study intersections are summarized in Table 2. The LOS worksheets are included in Appendix C. Table 2 2019 Existing Peak Hour LOS Summary AM Peak Hour PM Peak Hour Study Intersection / Movement LOS Delay (sec) LOS Delay (sec) Two-Way Stop Controlled Intersection 1. I-405 SB Ramps / NE 44th Street Westbound Left-Turn B 13.4 A 9.8 Southbound Left-Thru F > 50 F > 50 Southbound Right-Turn A 9.9 B 13.7 All-Way Stop Controlled Intersection 3 2. I-405 NB Ramps / Lake Wa Blvd NE / NE 44th St F > 50 F > 50 As shown in Table 2, the southbound shared left-through lane movement at the stop-controlled intersection of the I-405 SB Ramps/NE 44th Street currently operates at LOS F under 2019 existing conditions during the weekday AM and PM peak hours. All other controlled movements at I-405 SB Ramps/NE 44th Street currently operate at LOS B or better during the AM and PM peak hours. Additionally, the all-way stop controlled intersection of the I-405 NB Ramps/NE 44th Street currently operates at LOS F under 2019 existing conditions during the weekday AM and PM peak hours. Collision History Collisions at the study intersections were summarized for the three-year period from January 1, 2015 to December 31, 2017. Collision data was provided by WSDOT. Summaries of the total and yearly average collisions during this period are provided in Table 3. Summaries of collisions by type over the three-year period are provided in Table 4. DocuSign Envelope ID: C2073BA0-CA13-4596-8BE6-FB745ABA8D08 DRAFT Traffic Impact Analysis Canopy Residential - Renton TENW April 24, 2019 Page 9 Table 3 Collision Data Summary, January 1, 2015 to December 31, 2017 Intersection Number of Collisions Three-Year Total Collisions Average Annual Collisions 2015 2016 2017 1. I-405 SB Ramps / NE 44th Street 1 2 4 7 2.33 2. I-405 NB Ramps / Lake Wa Blvd NE / NE 44th St 1 4 5 10 3.33 Source: WSDOT Collision Records Table 4 Collision Data Summary By Type, January 1, 2015 to December 31, 2017 Collision Type Location 3-Year Total Collisions Average Annual Collision Rate Approach Turn Sideswipe Right Angle Rear-end Parked Veh / Fixed Other 1. I-405 SB Ramps / NE 44th Street 7 2.33 1 0 5 0 1 0 2. I-405 NB Ramps / Lake Wa Blvd NE / NE 44th St 10 3.33 2 0 7 1 0 0 Source: WSDOT Collision Records. DocuSign Envelope ID: C2073BA0-CA13-4596-8BE6-FB745ABA8D08 DRAFT Traffic Impact Analysis Canopy Residential - Renton TENW April 24, 2019 Page 10 FUTURE TRAFFIC CONDITIONS AND PROJECT IMPACTS Planned Transportation Improvements Based on a review of the City of RentonÊs adopted 2019-2024 Transportation Improvement Program (TIP), there are no planned transportation improvement projects within the project vicinity. Improvements at the I-405/NE 44th Street interchange are planned as part of the Washington State Department of Transportation (WSDOT) I-405 Renton to Bellevue Widening and Express Toll Lanes project and Sound Transit 3Ês I-405 Bus Rapid Transit (BRT) project. Current plans for the I-405/NE 44th Street interchange include new direct access ramps, reconstruction of the northbound access ramp to I-405 from a loop ramp to a new on-ramp from Lake Washington Blvd NE, four new roundabouts along local arterials, a new BRT station in the I-405 median, and a new 200-stall park-and-ride at Lake Washington Blvd N/N 43rd Street. The project is anticipated to be complete in 2024. Project Trip Generation The trip generation estimates for the proposed Canopy Residential project (up to 56 single-family lots) were based on methodology documented in the Institute of Transportation Engineers (ITE) Trip Generation Manual, 10th edition for land use code (LUC) 210 (Single-Family Detached Housing). Table 5 summarizes the resulting new weekday daily, AM peak hour, and PM peak hour trip generation estimates for 54 net new single-family homes (56 proposed single-family homes less 2 existing single-family homes). Detailed trip generation calculations are included in Appendix D. DocuSign Envelope ID: C2073BA0-CA13-4596-8BE6-FB745ABA8D08 DRAFT Traffic Impact Analysis Canopy Residential - Renton TENW April 24, 2019 Page 11 Table 5 Trip Generation Summary Net New Trips Generated Weekday Time Period In Out Total Daily 296 295 591 AM Peak Hour 11 33 44 PM Peak Hour 36 20 56 As shown in Table 5, the proposed Canopy Residential project is estimated to generate 591 net new weekday daily trips, with 44 net new trips occurring during the weekday AM peak hour (11 in, 33 out), and 56 net new trips occurring during the weekday PM peak hour (36 in, 20 out). Project Trip Distribution and Assignment The distribution of the new project trips generated by the proposed Canopy Residential project was based on existing travel patterns in the area. The following Table 6 summarizes the resulting general trip distribution patterns. The distribution of project trips is shown graphically in Figure 4. Table 6 Project Trip Distribution Route (Direction) Trip Distribution I-405 (north) 35% I-405 (south) 40% Lake Washington Blvd NE (North) 15% Monterey Pl NE (south) 10% TOTAL 100% Based on the trip distribution percentages, the net new weekday AM and PM peak hour project trips were assigned through the study intersections. The resulting assignment of the net new AM and PM peak hour project trips through the two study intersections is shown in Figure 4. Future Traffic Volumes The project is anticipated to be fully constructed and occupied in 2021. To estimate the future year 2021 Without Project traffic volumes at the two study intersections, a 2 percent annual growth rate was applied to the existing traffic volumes, as directed by City staff. This growth factor is used to account for new development in the study area and growth in existing traffic. The resulting future 2021 Without Project AM and PM peak hour traffic volumes are shown in Figure 5. The 2021 With Project traffic volumes were determined by adding the trip assignment from the proposed development (shown in Figure 4) to the future 2021 Without Project traffic volumes. The resulting future 2021 With Project AM and PM peak hour traffic volumes at the two study intersections are shown in Figure 6. DocuSign Envelope ID: C2073BA0-CA13-4596-8BE6-FB745ABA8D08 DRAFT Traffic Impact Analysis Canopy Residential - Renton TENW April 24, 2019 Page 12 Figure 4 Weekday Peak Hour Project Trip Assignment DocuSign Envelope ID: C2073BA0-CA13-4596-8BE6-FB745ABA8D08 DRAFT Traffic Impact Analysis Canopy Residential - Renton TENW April 24, 2019 Page 13 Figure 5 2021 Without Project Weekday Peak Hour Traffic Volumes DocuSign Envelope ID: C2073BA0-CA13-4596-8BE6-FB745ABA8D08 DRAFT Traffic Impact Analysis Canopy Residential - Renton TENW April 24, 2019 Page 14 Figure 6 2021 With Project Weekday Peak Hour Traffic Volumes DocuSign Envelope ID: C2073BA0-CA13-4596-8BE6-FB745ABA8D08 DRAFT Traffic Impact Analysis Canopy Residential - Renton TENW April 24, 2019 Page 15 Future Level of Service Year 2021 Level of Service (LOS) analyses were conducted at the two study intersections for year 2021 weekday AM and PM peak hour Without Project conditions and for year 2021 With Project conditions. The 2021 weekday AM and PM peak hour LOS results at the two study intersections without and with the proposed project are summarized in Table 7. The detailed LOS worksheets are included in Appendix C. Table 7 Year 2021 Peak Hour Level of Service Summary at Study Intersections 2021 Without Project 2021 With Project Study Intersection / Movement LOS Delay (sec) LOS Delay (sec) AM Peak Hour Two-Way Stop Controlled Intersection 1. I-405 SB Ramps / NE 44th Street Westbound Left-Turn B 14.3 B 14.6 Southbound Left-Thru F > 50 F > 50 Southbound Right-Turn B 10.0 B 10.0 All-Way Stop Controlled Intersection 2. I-405 NB Ramps / Lake Wa Blvd NE / NE 44th St F > 50 F > 50 PM Peak Hour Two-Way Stop Controlled Intersection 1. I-405 SB Ramps / NE 44th Street Westbound Left-Turn B 10.0 B 10.1 Southbound Left-Thru F > 50 F > 50 Southbound Right-Turn B 14.2 B 14.2 All-Way Stop Controlled Intersection 2. I-405 NB Ramps / Lake Wa Blvd NE / NE 44th St F > 50 F > 50 As shown in Table 7, the southbound stop-controlled left-through movement at the I-405 SB Ramps/NE 44th Street intersection is anticipated to operate at LOS F under weekday AM and PM peak hour conditions in 2021 without or with the proposed project. All other controlled movements at I-405 SB Ramps/NE 44th Street are anticipated to operate at LOS B or better during the AM and PM peak hours in 2021 without or with the proposed project. Additionally, the all-way stop controlled intersection of the I-405 NB Ramps/NE 44th Street is anticipated to operate at LOS F during the weekday AM and PM peak hours in 2021 without or with the proposed project. Sound Transit and WSDOT have identified planned improvements at the two study intersections as part of the WSDOT I-405 Renton to Bellevue Widening and Express Toll Lanes project and Sound Transit 3Ês I-405 Bus Rapid Transit (BRT) project. The planned improvements include roundabouts at the two study intersections that will improve future operations at these intersections. DocuSign Envelope ID: C2073BA0-CA13-4596-8BE6-FB745ABA8D08 DRAFT Traffic Impact Analysis Canopy Residential - Renton TENW April 24, 2019 Page 16 Site Access Analysis Vehicle access for the Canopy Residential development is proposed to be provided via a new full access on Lincoln Ave NE and a new full access on NE 40th Street that would be accessed via the existing intersection of Monterey Place NE/NE 40th Street. LOS and Queue Results at Site Access Future year 2021 With-Project AM and PM peak hour level of service (LOS) and queue analyses was conducted at the proposed site access based on the methodology and procedures outlined in the 6th Edition of the Highway Capacity Manual (HCM) using the Synchro 10.3 software program. The reported queues for the controlled movements at the unsignalized site access are 95th percentile queues. The estimated 95th percentile queues are exceeded only 5 percent of the time during the analysis period. The 2021 With Project AM and PM peak hour volumes at the site access as used in the LOS and queue analyses are as shown on Figure 6. The weekday AM and PM peak hour LOS and queue results at the site access for 2021 With-Project conditions are summarized in Table 8. The LOS and queue worksheets are included in Appendix C. Table 8 Year 2021 Peak Hour Level of Service Summary at Site Access 2021 With-Project AM Peak Hour 2021 With-Project PM Peak Hour Site Access and Movement LOS Delay (sec) Queue Length (veh)1 LOS Delay (sec) Queue Length (veh)1 Stop Controlled Intersections A. Lincoln Ave NE / Site Access Westbound Left-Right (exiting site) B 10.9 < 1 veh A 9.3 < 1 veh Southbound Left-Turn (entering site) A 8.2 0 veh A 7.6 < 1 veh B. Monterey Pl NE / NE 40th St (Site Access) Westbound Left-Right (exiting site) B 11.3 < 1 veh A 9.2 0 veh Southbound Left-Turn (entering site) A 8.2 0 veh A 7.5 0 veh 1. Queues are 95th Percentile queues. < 1 vehicle indicates 95th Percentile queue statistically less than 1 vehicle. As shown in Table 8, all controlled movements at the unsignalized site access on Lincoln Ave NE and at the intersection of Monterey Pl NE/NE 40th Street (site access) are expected to operate at LOS B or better with 95th percentile queues of less than 1 vehicle during the AM and PM peak hours. Sight Distance Assessment at Proposed Site Access Intersection sight distance (ISD), also called entering sight distance, and stopping sight distance (SSD) were evaluated at the location of the proposed site access on Lincoln Ave NE and also at the DocuSign Envelope ID: C2073BA0-CA13-4596-8BE6-FB745ABA8D08 DRAFT Traffic Impact Analysis Canopy Residential - Renton TENW April 24, 2019 Page 17 intersection of Monterey Place NE/NE 40th Street since the southern site access is proposed on NE 40th Street. The City of Renton does not have jurisdiction specific requirements related to sight distance. Based on historical precedence in the City of Renton, this project proposes to use WSDOT sight distance standards for roadway, intersection, and driveway design. WSDOTÊs current best practices related to sight distance are to use a design speed equal to the posted speed/desired operating (target) speed. WSDOT found that vehicles tend to travel at the rate in which the roadway was designed to which led to their current policy. WSDOT has concluded that adding an additional margin above the posted speed (such as +5mph or +10mph) can lead to increased operating speeds which is undesirable. Therefore, WSDOT current practice uses a design speed equal to the posted speed for designing roadway elements such as sight distance, horizontal/vertical geometry, etc. Based on the existing 25 mph posted speed limit on Lincoln Ave NE and Monterey Place NE, a design speed of 25 mph was used in this sight distance analyses. Intersection Sight Distance (ISD) Intersection (aka entering) sight distance was evaluated at the two proposed project access locations. ISD measurements were based on the November 2015 edition of the Washington State Department of Transportation (WSDOT) Design Manual Chapter 1310.05 Intersection Sight Distance. The setback distance from the intersection sight distance sight triangle is 18 feet from the edge of traveled way, 3.5 feet above the road surface, looking at an object 3.5 feet above the road surface. Proposed Site Access on Lincoln Ave NE: Based on a 25 mph design speed on Lincoln Ave NE, the desirable ISD for turning vehicles is 280 feet. At the proposed site access on Lincoln Ave NE, the available ISD looking to the north and south on Lincoln Ave NE was verified to exceed the recommended design value of 280 feet (therefore meeting City standards); this assumes existing vegetation in the sight triangles will be cleared and no sight obstructions will be placed in the sight triangles with the project. A detailed sight distance exhibit is included in Appendix E. Sight Distance Triangles at Proposed Site Access on Lincoln Ave NE Proposed Access at NE 40th Street/Monterey Place NE: Based on a 25 mph design speed on Monterey Place NE, the desirable intersection sight distance for turning vehicles is 280 feet. The setback distance for the intersection sight distance sight triangle was reduced from 18 feet to 10 feet per WSDOT Design Manual 1310.05 when there are existing sight obstructions. DocuSign Envelope ID: C2073BA0-CA13-4596-8BE6-FB745ABA8D08 DRAFT Traffic Impact Analysis Canopy Residential - Renton TENW April 24, 2019 Page 18 The available ISD looking to the south on Monterey Place NE from NE 40th Street was verified to be in excess of the recommended design value (280 feet) therefore meeting City standards. However, the measured ISD looking to the north on Monterey Place NE from NE 40th Street does not meet the recommended design value of 280 feet since the sight triangle for vehicles looking to the north on Monterey Place NE from NE 40th Street includes sight-line obstructions (existing trees and shrubbery/vegetation). Turn restriction may be necessary to limit left-turns from NE 40th Street onto Monterey Place due to this deficiency. A detailed sight distance exhibit is included in Appendix E. Sight Distance Triangles at NE 40th St / Monterey Pl NE Stopping Sight Distance Stopping sight distance (SSD) standards were based on the July 2016 edition of the WSDOT Design Manual Chapter 1260.03 Stopping Sight Distance. WSDOT standards use a driverÊs eye height of 3.5 feet, and an object height of 2.0 feet. Proposed Site Access on Lincoln Ave: Based on a 25 mph design speed and a -3% downgrade in the northbound direction and a +6% upgrade in the southbound direction on Lincoln Ave NE, the recommended design value for SSD based on WSDOT Design Manual standards is 158 feet in the northbound direction and 143 feet in the southbound direction. Approaching the proposed site access on Lincoln Ave NE from the north and south, the available SSD was verified to be in excess of the recommended design values, therefore meeting City standards. Proposed Access at NE 40th Street/Monterey Place NE: Based on a 25 mph design speed and a -6% downgrade in the northbound direction and a +6% upgrade in the southbound direction on Monterey Place NE, the recommended design value for SSD based on WSDOT Design Manual standards is 165 feet in the northbound direction and 143 feet in the southbound direction. Approaching the Monterey Place NE intersection with NE 40th Street from the north and south, the available stopping sight distance was verified to be in excess of the recommended design values, therefore meeting City standards. DocuSign Envelope ID: C2073BA0-CA13-4596-8BE6-FB745ABA8D08 DRAFT Traffic Impact Analysis Canopy Residential - Renton TENW April 24, 2019 Page 19 MITIGATION Transportation mitigation required by the City of Renton is payment of a transportation impact fee. The proposed Canopy Residential development would include the development of up to 56 single family dwelling units on an existing site that currently includes two single family dwelling units that would be removed as part of the proposed project. As of the date of this study, the adopted City of Renton 2019-2020 impact fee schedule identifies a 2019 fee of $7,820.42 per single-family dwelling unit. Therefore, the preliminary estimated transportation impact fee would be $422,302.68 ($7,820.42 X 54 net new single-family dwelling units). DocuSign Envelope ID: C2073BA0-CA13-4596-8BE6-FB745ABA8D08 DRAFT Traffic Impact Analysis Canopy Residential - Renton Appendix A Peak Hour Turning Movement Counts DocuSign Envelope ID: C2073BA0-CA13-4596-8BE6-FB745ABA8D08 Peak Hour:07:45 AM - 08:45 AM I405 SB RAMPS I405 SB RAMPSNE 44TH STNE 44TH ST (303) 216-2439 www.alltrafficdata.net Location:1 I405 SB RAMPS & NE 44TH ST AM Tuesday, June 12, 2018Date and Start Time: All Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - All Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk930460 192 396 13 712 0 139 0 588 758 0409 725 285 N S EW 0 0 00000NE 44TH ST NE 44TH STI405 SB RAMPSI405 SB RAMPS1,452 3 000N S EW 0000 2 1 00Interval Start Time RightLeftThru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeftThruU-Turn RightLeftThruU-Turn RightLeftThruU-Turn 7:00 AM 1,4430020908818000012035910031 7:15 AM 1,434002010913100008036740032 7:30 AM 1,4470018009445000013035820024 7:45 AM 1,4520017501045300009035930015 8:00 AM 1,4390017508843000016035020026 8:15 AM 0 0 189 0 101 41 0 0 0 0 12 0 38070030 8:30 AM 0 0 173 0 103 55 0 0 0 0 9 0 36310022 8:45 AM 0 0 192 0 79 33 0 0 0 0 13 1 34630025 Count Total 0 0 1,494 0 748 319 0 0 0 0 92 1 2,8822300205 Peak Hour 0 0 712 0 396 192 0 0 0 0 46 0 1,452130093 HV%PHF 0.92 0.93 0.00 0.83 3.6% 2.4% 0.0% 2.2% 3.0%0.96 EB WB NB SB All 0030 5 9 0 26 0 3 0 14 29 09 26 5 N S EW 0 0 00000Heavy VehiclesInterval Start Time EB NB TotalWBSB 7:00 AM 4 0 2 3 9 7:15 AM 2 0 3 0 5 7:30 AM 6 0 5 1 12 7:45 AM 3 0 2 2 7 8:00 AM 7 0 2 1 10 8:15 AM 9 0 6 0 15 8:30 AM 7 0 4 0 11 8:45 AM 5 0 2 0 7 Count Total 43 0 26 7 76 Peak Hour 26 0 14 3 43 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWBSB 7:00 AM 0 1 0 0 1 7:15 AM 0 0 0 0 0 7:30 AM 0 0 0 3 3 7:45 AM 0 0 0 0 0 8:00 AM 0 0 0 1 1 8:15 AM 0 0 0 2 2 8:30 AM 0 0 0 0 0 8:45 AM 0 0 0 2 2 Count Total 0 1 0 8 9 Peak Hour 0 0 0 3 3 DocuSign Envelope ID: C2073BA0-CA13-4596-8BE6-FB745ABA8D08 Peak Hour:07:45 AM - 08:45 AM I405 NB RAMPS LAKE WASHINGTON BLVDNE 44TH STNE 44TH ST (303) 216-2439 www.alltrafficdata.net Location:2 I405 NB RAMPS & NE 44TH ST AM Tuesday, June 12, 2018Date and Start Time: All Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - All Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk40405273 170 298 456 118 185 511 339 541 246 161809 759 578 N S EW 0 0 55481760NE 44TH ST NE 44TH STI405 NB RAMPSLAKE WASHINGTON1,972 0 000N S EW 0000 0 0 00Interval Start Time RightLeftThru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeftThruU-Turn RightLeftThruU-Turn RightLeftThruU-Turn 7:00 AM 1,8380503005239011409743113891666 7:15 AM 1,9020592006632011507644612991290 7:30 AM 1,9620542306645022508846711691596 7:45 AM 1,9720463208243011209194941041926101 8:00 AM 1,912049330784303250819495109231986 8:15 AM 0 49 27 0 63 37 0 0 33 0 14 10 5061301513115 8:30 AM 0 41 26 0 75 47 0 0 11 0 21 7 4771131618102 8:45 AM 0 55 32 0 37 46 0 2 12 0 16 13 434128121665 Count Total 0 403 223 0 519 332 0 10 147 0 92 89 3,750967112135721 Peak Hour 0 185 118 0 298 170 0 4 81 0 52 55 1,9724567376404 HV%PHF 0.92 0.94 0.86 0.92 3.7% 1.1% 3.7% 2.2% 2.6%0.97 EB WB NB SB All 9002 2 2 19 6 3 11 8 6 8 623 28 12 N S EW 0 0 21320Heavy VehiclesInterval Start Time EB NB TotalWBSB 7:00 AM 6 1 4 1 12 7:15 AM 1 3 4 1 9 7:30 AM 6 6 2 4 18 7:45 AM 6 1 3 2 12 8:00 AM 7 1 1 0 9 8:15 AM 9 2 0 7 18 8:30 AM 6 2 2 2 12 8:45 AM 5 2 1 2 10 Count Total 46 18 17 19 100 Peak Hour 28 6 6 11 51 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWBSB 7:00 AM 0 1 0 0 1 7:15 AM 0 0 0 0 0 7:30 AM 0 0 0 1 1 7:45 AM 0 0 0 0 0 8:00 AM 0 0 0 0 0 8:15 AM 0 0 0 0 0 8:30 AM 0 0 0 0 0 8:45 AM 0 0 0 2 2 Count Total 0 1 0 3 4 Peak Hour 0 0 0 0 0 DocuSign Envelope ID: C2073BA0-CA13-4596-8BE6-FB745ABA8D08 Peak Hour:07:15 AM - 08:15 AM MONTEREY PL NE MONTEREY PL NENE 40TH ST (303) 216-2439 www.alltrafficdata.net Location:4 MONTEREY PL NE & NE 40TH ST AM Wednesday, June 13, 2018Date and Start Time: All Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - All Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk0023 0 0 34 334 3 2 33132 N S EW 032 033100 NE 40TH STMONTEREY PL NEMONTEREY PL NE368 0 00 N S EW 0000 0 0 Interval Start Time RightLeftThru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeftThruU-Turn RightLeftThruU-Turn RightLeftThruU-Turn 7:00 AM 338000006000666000 7:15 AM 368000005600563200 7:30 AM 361000008001889000 7:45 AM 35900000112008120000 8:00 AM 2990000083011196100 8:15 AM 0 0 0 0 0 47 0 0 9 56000 8:30 AM 0 0 0 0 0 71 0 0 16 87000 8:45 AM 0 0 0 0 0 47 0 0 11 60200 Count Total 0 0 0 0 0 556 0 2 74 637500 Peak Hour 0 0 0 0 0 331 0 2 32 368300 HV%PHF 0.38 0.74 0.71 0.0% 2.1% 2.9% 2.2%0.77 EB WB NB SB All 0000 0 0 1 7 0 0 71 N S EW 01 0700Heavy VehiclesInterval Start Time EB NB TotalWBSB 7:00 AM 1 0 1 2 7:15 AM 2 0 0 2 7:30 AM 1 0 0 1 7:45 AM 3 0 0 3 8:00 AM 1 0 1 2 8:15 AM 1 0 1 2 8:30 AM 1 0 1 2 8:45 AM 0 0 1 1 Count Total 10 0 5 15 Peak Hour 7 0 1 8 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWBSB 7:00 AM 0 0 0 0 7:15 AM 0 0 0 0 7:30 AM 0 0 0 0 7:45 AM 0 0 0 0 8:00 AM 0 0 0 0 8:15 AM 0 0 0 0 8:30 AM 0 0 0 0 8:45 AM 0 0 0 0 Count Total 0 0 0 0 Peak Hour 0 0 0 0 DocuSign Envelope ID: C2073BA0-CA13-4596-8BE6-FB745ABA8D08 Peak Hour:04:45 PM - 05:45 PM I405 SB RAMPS I405 SB RAMPSNE 44TH STNE 44TH ST (303) 216-2439 www.alltrafficdata.net Location:1 I405 SB RAMPS & NE 44TH ST PM Tuesday, June 12, 2018Date and Start Time: All Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - All Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk2290870 332 421 18 283 0 316 0 753 370 0439 301 561 N S EW 0 0 00000NE 44TH ST NE 44TH STI405 SB RAMPSI405 SB RAMPS1,370 1 000N S EW 0000 0 1 00Interval Start Time RightLeftThru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeftThruU-Turn RightLeftThruU-Turn RightLeftThruU-Turn 4:00 PM 1,166005708660000017127360046 4:15 PM 1,275007308871000014229430043 4:30 PM 1,344006109078000017228840036 4:45 PM 1,3700065010275000020031130046 5:00 PM 1,3350084011888000031038270054 5:15 PM 0 0 81 0 108 80 0 0 0 0 22 0 36340068 5:30 PM 0 0 53 0 93 89 0 0 0 0 14 0 31440061 5:45 PM 0 0 50 0 85 69 0 0 0 0 21 0 27640047 Count Total 0 0 524 0 770 610 0 0 0 0 156 5 2,5013500401 Peak Hour 0 0 283 0 421 332 0 0 0 0 87 0 1,3701800229 HV%PHF 0.83 0.91 0.00 0.88 0.3% 1.1% 0.0% 0.3% 0.7%0.90 EB WB NB SB All 0010 3 5 0 1 0 1 0 8 2 05 1 3 N S EW 0 0 00000Heavy VehiclesInterval Start Time EB NB TotalWBSB 4:00 PM 1 0 4 0 5 4:15 PM 1 0 5 2 8 4:30 PM 1 0 2 2 5 4:45 PM 0 0 1 0 1 5:00 PM 0 0 0 0 0 5:15 PM 0 0 4 1 5 5:30 PM 1 0 3 0 4 5:45 PM 0 0 2 0 2 Count Total 4 0 21 5 30 Peak Hour 1 0 8 1 10 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWBSB 4:00 PM 0 0 0 1 1 4:15 PM 0 0 0 0 0 4:30 PM 0 2 0 1 3 4:45 PM 0 0 0 0 0 5:00 PM 0 0 0 1 1 5:15 PM 0 0 0 0 0 5:30 PM 0 0 0 0 0 5:45 PM 0 0 0 0 0 Count Total 0 2 0 3 5 Peak Hour 0 0 0 1 1 DocuSign Envelope ID: C2073BA0-CA13-4596-8BE6-FB745ABA8D08 Peak Hour:04:45 PM - 05:45 PM I405 NB RAMPS LAKE WASHINGTON BLVDNE 44TH STNE 44TH ST (303) 216-2439 www.alltrafficdata.net Location:2 I405 NB RAMPS & NE 44TH ST PM Tuesday, June 12, 2018Date and Start Time: All Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - All Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk53407053 204 59 137 146 92 627 412 316 368 432219 375 751 N S EW 0 0 23132671520NE 44TH ST NE 44TH STI405 NB RAMPSLAKE WASHINGTON1,750 2 000N S EW 0000 1 1 00Interval Start Time RightLeftThru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeftThruU-Turn RightLeftThruU-Turn RightLeftThruU-Turn 4:00 PM 1,50302525018400554074343271026102 4:15 PM 1,64302029017380548018336534826119 4:30 PM 1,72402336028310257012338421633132 4:45 PM 1,750027260184602600158411311335130 5:00 PM 1,693026490206102730152483381440143 5:15 PM 0 27 39 0 10 50 0 3 69 0 22 6 446391134136 5:30 PM 0 12 32 0 11 47 0 6 65 0 18 7 410291543125 5:45 PM 0 22 33 0 11 45 0 4 48 0 19 2 35416938107 Count Total 0 182 269 0 133 358 0 29 474 0 126 35 3,19623586275994 Peak Hour 0 92 146 0 59 204 0 13 267 0 70 23 1,75013753152534 HV%PHF 0.83 0.83 0.94 0.96 0.5% 1.3% 0.5% 1.3% 0.9%0.91 EB WB NB SB All 8000 3 1 1 0 1 8 1 4 2 22 2 11 N S EW 0 0 00020Heavy VehiclesInterval Start Time EB NB TotalWBSB 4:00 PM 1 0 4 1 6 4:15 PM 2 0 4 1 7 4:30 PM 2 0 1 1 4 4:45 PM 1 1 0 2 4 5:00 PM 0 1 0 1 2 5:15 PM 1 0 1 3 5 5:30 PM 0 0 3 2 5 5:45 PM 0 0 0 1 1 Count Total 7 2 13 12 34 Peak Hour 2 2 4 8 16 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWBSB 4:00 PM 0 0 0 1 1 4:15 PM 0 1 0 0 1 4:30 PM 0 1 0 2 3 4:45 PM 0 0 0 1 1 5:00 PM 0 0 0 1 1 5:15 PM 0 0 0 0 0 5:30 PM 0 0 0 0 0 5:45 PM 0 0 0 1 1 Count Total 0 2 0 6 8 Peak Hour 0 0 0 2 2 DocuSign Envelope ID: C2073BA0-CA13-4596-8BE6-FB745ABA8D08 Peak Hour:05:00 PM - 06:00 PM MONTEREY PL NE MONTEREY PL NENE 40TH ST (303) 216-2439 www.alltrafficdata.net Location:4 MONTEREY PL NE & NE 40TH ST PM Wednesday, June 13, 2018Date and Start Time: All Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - All Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk0020 0 0 171 108 0 2 108169 N S EW 0169 010800 NE 40TH STMONTEREY PL NEMONTEREY PL NE279 0 00 N S EW 0000 0 0 Interval Start Time RightLeftThru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeftThruU-Turn RightLeftThruU-Turn RightLeftThruU-Turn 4:00 PM 2330000038002462000 4:15 PM 2420000017002946000 4:30 PM 2660000029003463000 4:45 PM 2760000027003562000 5:00 PM 2790000027014371000 5:15 PM 0 0 0 0 0 26 0 1 43 70000 5:30 PM 0 0 0 0 0 26 0 0 47 73000 5:45 PM 0 0 0 0 0 29 0 0 36 65000 Count Total 0 0 0 0 0 219 0 2 291 512000 Peak Hour 0 0 0 0 0 108 0 2 169 279000 HV%PHF 0.00 0.93 0.91 0.0% 1.9% 0.0% 0.7%0.96 EB WB NB SB All 0000 0 0 0 2 0 0 20 N S EW 00 0200Heavy VehiclesInterval Start Time EB NB TotalWBSB 4:00 PM 4 0 0 4 4:15 PM 1 0 1 2 4:30 PM 0 0 1 1 4:45 PM 0 0 0 0 5:00 PM 0 0 0 0 5:15 PM 0 0 0 0 5:30 PM 2 0 0 2 5:45 PM 0 0 0 0 Count Total 7 0 2 9 Peak Hour 2 0 0 2 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWBSB 4:00 PM 0 0 0 0 4:15 PM 0 0 0 0 4:30 PM 0 0 0 0 4:45 PM 0 0 0 0 5:00 PM 0 0 0 0 5:15 PM 0 0 0 0 5:30 PM 0 0 0 0 5:45 PM 0 0 0 0 Count Total 0 0 0 0 Peak Hour 0 0 0 0 DocuSign Envelope ID: C2073BA0-CA13-4596-8BE6-FB745ABA8D08 DRAFT Traffic Impact Analysis Canopy Residential - Renton Appendix B Level of Service (LOS) Methodology DocuSign Envelope ID: C2073BA0-CA13-4596-8BE6-FB745ABA8D08 DRAFT Traffic Impact Analysis Canopy Residential - Renton Level of Service Methodology Level of service calculations for intersections were based on methodology and procedures outlined in the 2016 update of the Highway Capacity Manual, Transportation Research Board (HCM 6th Edition) using Synchro 10.3 traffic analysis software. LOS generally refers to the degree of congestion on a roadway or intersection. It is a measure of vehicle operating speed, travel time, travel delays, and driving comfort. A letter scale from A to F generally describes intersection LOS. At signalized intersections, LOS A represents free-flow conditions (motorists experience little or no delays), and LOS F represents forced-flow conditions where motorists experience an average delay in excess of 80 seconds per vehicle. The LOS reported for signalized intersections represents the average control delay (sec/veh) and can be reported for the overall intersection, for each approach, and for each lane group (additional v/c ratio criteria apply to lane group LOS only). The LOS reported at stop-controlled intersections is based on the average control delay and can be reported for each controlled minor approach, controlled minor lane group, and controlled major- street movement (and for the overall intersection at all-way stop controlled intersections. Additional v/c ratio criteria apply to lane group or movement LOS only). Table B1 outlines the current HCM LOS criteria for signalized and stop-controlled intersections based on these methodologies. Table B1 LOS Criteria for Signalized and Stop Controlled Intersections1 SIGNALIZED INTERSECTIONS STOP-CONTROLLED INTERSECTIONS LOS by Volume-to Capacity (V/C) Ratio2 LOS by Volume-to Capacity (V/C) Ratio3 Control Delay (sec/veh) £ 1.0 > 1.0 Control Delay (sec/veh) £ 1.0 > 1.0 £ 10 A F £ 10 A F > 10 to £ 20 B F > 10 to £ 15 B F > 20 to £ 35 C F > 15 to £ 25 C F > 35 to £ 55 D F > 25 to £ 35 D F > 55 to £ 80 E F > 35 to £ 50 E F > 80 F F > 50 F F 1 Source: Highway Capacity Manual, Transportation Research Board, 2016. 2 For approach-based and intersection-wide assessments at signals, LOS is defined solely by control delay. 3 For two-way stop controlled intersections, the LOS criteria apply to each lane on a given approach and to each approach on the minor street. LOS is not calculated for major-street approaches or for the intersection as a whole at two-way stop controlled intersections. For approach-based and intersection-wide assessments at all-way stop controlled intersections, LOS is solely defined by control delay. DocuSign Envelope ID: C2073BA0-CA13-4596-8BE6-FB745ABA8D08 DRAFT Traffic Impact Analysis Canopy Residential - Renton Appendix C Level of Service (LOS) Calculations DocuSign Envelope ID: C2073BA0-CA13-4596-8BE6-FB745ABA8D08 DRAFT Traffic Impact Analysis Canopy Residential - Renton 2019 Existing DocuSign Envelope ID: C2073BA0-CA13-4596-8BE6-FB745ABA8D08 Lanes, Volumes, Timings 1: I 405 SB Ramps & Lake Washington Blvd N/NE 44th St 03/25/2019 Canopy Residential Synchro 10 Report 2019 Existing - AM Peak Hour Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 726 13 404 196 0 0 0 0 47 0 95 Future Volume (vph) 0 726 13 404 196 0 0 0 0 47 0 95 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 200 0 0 0 0 150 Storage Lanes 0 0 1 0 0 0 0 1 Taper Length (ft) 25 25 25 25 Link Speed (mph) 25 25 25 25 Link Distance (ft) 651 653 693 585 Travel Time (s) 17.8 17.8 18.9 16.0 Confl. Peds. (#/hr) 3 3 3 3 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles (%) 0% 4% 0% 2% 3% 0% 0% 0% 0% 0% 4% 2% Shared Lane Traffic (%) Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized DocuSign Envelope ID: C2073BA0-CA13-4596-8BE6-FB745ABA8D08 HCM 6th TWSC 1: I 405 SB Ramps & Lake Washington Blvd N/NE 44th St 03/25/2019 Canopy Residential Synchro 10 Report 2019 Existing - AM Peak Hour Page 2 Intersection Int Delay, s/veh 14.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 726 13 404 196 0 0 0 0 47 0 95 Future Vol, veh/h 0 726 13 404 196 0 0 0 0 47 0 95 Conflicting Peds, #/hr 3 0 0 0 0 3 0 0 0 3 0 3 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - 200 - - - - - - - 150 Veh in Median Storage, # - 0 - - 0 - - 16974 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 96 96 96 96 96 96 96 96 96 96 96 96 Heavy Vehicles, % 0 4 0 2 3 0 0 0 0 0 4 2 Mvmt Flow 0 756 14 421 204 0 0 0 0 49 0 99 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 0 770 0 0 1812 1816 207 Stage 1 - - - - - - 1046 1046 - Stage 2 - - - - - - 766 770 - Critical Hdwy - - - 4.12 - - 6.4 6.54 6.22 Critical Hdwy Stg 1 - - - - - - 5.4 5.54 - Critical Hdwy Stg 2 - - - - - - 5.4 5.54 - Follow-up Hdwy - - - 2.218 - - 3.5 4.036 3.318 Pot Cap-1 Maneuver 0 - - 844 - 0 87 77 833 Stage 1 0 - - - - 0 341 303 - Stage 2 0 - - - - 0 462 407 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - - 844 - - ~ 44 0 831 Mov Cap-2 Maneuver - - - - - - ~ 44 0 - Stage 1 - - - - - - 341 0 - Stage 2 - - - - - - 231 0 - Approach EB WB SB HCM Control Delay, s 0 9 111.3 HCM LOS F Minor Lane/Major Mvmt EBT EBR WBL WBT SBLn1 SBLn2 Capacity (veh/h) - - 844 - 44 831 HCM Lane V/C Ratio - - 0.499 - 1.113 0.119 HCM Control Delay (s) - - 13.4 -$ 316.2 9.9 HCM Lane LOS - - B - F A HCM 95th %tile Q(veh) - - 2.8 - 4.6 0.4 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon DocuSign Envelope ID: C2073BA0-CA13-4596-8BE6-FB745ABA8D08 Lanes, Volumes, Timings 2: I 405 NB Ramps/Lake Washington Blvd N & NE 44th St 03/25/2019 Canopy Residential Synchro 10 Report 2019 Existing - AM Peak Hour Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 189 120 465 304 173 74 4 83 78 53 56 412 Future Volume (vph) 189 120 465 304 173 74 4 83 78 53 56 412 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 0 150 200 0 0 0 0 Storage Lanes 1 1 1 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Link Speed (mph) 25 25 25 35 Link Distance (ft) 653 1031 405 470 Travel Time (s) 17.8 28.1 11.0 9.2 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 Heavy Vehicles (%) 1% 5% 4% 1% 1% 3% 25% 4% 3% 0% 4% 2% Shared Lane Traffic (%) Sign Control Stop Stop Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized DocuSign Envelope ID: C2073BA0-CA13-4596-8BE6-FB745ABA8D08 HCM 6th AWSC 2: I 405 NB Ramps/Lake Washington Blvd N & NE 44th St 03/25/2019 Canopy Residential Synchro 10 Report 2019 Existing - AM Peak Hour Page 4 Intersection Intersection Delay, s/veh 85.5 Intersection LOS F Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 189 120 465 304 173 74 4 83 78 53 56 412 Future Vol, veh/h 189 120 465 304 173 74 4 83 78 53 56 412 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 Heavy Vehicles, % 1 5 4 1 1 3 25 4 3 0 4 2 Mvmt Flow 195 124 479 313 178 76 4 86 80 55 58 425 Number of Lanes 0 1 1 1 1 1 0 1 0 0 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 3 2 1 1 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 1 2 3 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1 1 3 2 HCM Control Delay 91.9 30.7 21.8 154.2 HCM LOS F D C F Lane NBLn1 EBLn1 EBLn2 WBLn1 WBLn2 WBLn3 SBLn1 Vol Left, % 2% 61% 0% 100% 0% 0% 10% Vol Thru, % 50% 39% 0% 0% 100% 0% 11% Vol Right, % 47% 0% 100% 0% 0% 100% 79% Sign Control Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 165 309 465 304 173 74 521 LT Vol 4 189 0 304 0 0 53 Through Vol 83 120 0 0 173 0 56 RT Vol 78 0 465 0 0 74 412 Lane Flow Rate 170 319 479 313 178 76 537 Geometry Grp 7 8 8 7 7 7 7 Degree of Util (X) 0.458 0.841 1.141 0.794 0.427 0.169 1.243 Departure Headway (Hd) 10.525 10.367 9.37 9.922 9.396 8.696 8.584 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Cap 345 354 393 367 385 415 430 Service Time 8.225 8.067 7.07 7.622 7.096 6.396 6.284 HCM Lane V/C Ratio 0.493 0.901 1.219 0.853 0.462 0.183 1.249 HCM Control Delay 21.8 49.4 120.1 41.7 18.9 13.2 154.2 HCM Lane LOS C E F E C B F HCM 95th-tile Q 2.3 7.6 16.6 6.7 2.1 0.6 21.7 DocuSign Envelope ID: C2073BA0-CA13-4596-8BE6-FB745ABA8D08 Lanes, Volumes, Timings 1: I 405 SB Ramps & Lake Washington Blvd N/NE 44th St 03/25/2019 Canopy Residential Synchro 10 Report 2019 Existing - PM Peak Hour Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 289 18 429 339 0 0 0 0 89 0 234 Future Volume (vph) 0 289 18 429 339 0 0 0 0 89 0 234 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 200 0 0 0 0 150 Storage Lanes 0 0 1 0 0 0 0 1 Taper Length (ft) 25 25 25 25 Link Speed (mph) 25 25 25 25 Link Distance (ft) 651 653 693 585 Travel Time (s) 17.8 17.8 18.9 16.0 Confl. Peds. (#/hr) 1 1 1 1 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles (%) 0% 1% 0% 1% 1% 0% 0% 0% 0% 1% 0% 0% Shared Lane Traffic (%) Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized DocuSign Envelope ID: C2073BA0-CA13-4596-8BE6-FB745ABA8D08 HCM 6th TWSC 1: I 405 SB Ramps & Lake Washington Blvd N/NE 44th St 03/25/2019 Canopy Residential Synchro 10 Report 2019 Existing - PM Peak Hour Page 2 Intersection Int Delay, s/veh 31.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 289 18 429 339 0 0 0 0 89 0 234 Future Vol, veh/h 0 289 18 429 339 0 0 0 0 89 0 234 Conflicting Peds, #/hr 1 0 0 0 0 1 0 0 0 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 - - - 200 - - - - - - - 150 Veh in Median Storage, # - 0 - - 0 - - 16974 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 0 1 0 1 1 0 0 0 0 1 0 0 Mvmt Flow 0 321 20 477 377 0 0 0 0 99 0 260 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 0 341 0 0 1663 1672 378 Stage 1 - - - - - - 1331 1331 - Stage 2 - - - - - - 332 341 - Critical Hdwy - - - 4.11 - - 6.41 6.5 6.2 Critical Hdwy Stg 1 - - - - - - 5.41 5.5 - Critical Hdwy Stg 2 - - - - - - 5.41 5.5 - Follow-up Hdwy - - - 2.209 - - 3.509 4 3.3 Pot Cap-1 Maneuver 0 - - 1224 - 0 107 97 673 Stage 1 0 - - - - 0 248 226 - Stage 2 0 - - - - 0 729 642 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - - 1224 - - ~ 65 0 672 Mov Cap-2 Maneuver - - - - - - ~ 65 0 - Stage 1 - - - - - - 248 0 - Stage 2 - - - - - - 445 0 - Approach EB WB SB HCM Control Delay, s 0 5.5 121.5 HCM LOS F Minor Lane/Major Mvmt EBT EBR WBL WBT SBLn1 SBLn2 Capacity (veh/h) - - 1224 - 65 672 HCM Lane V/C Ratio - - 0.389 - 1.521 0.387 HCM Control Delay (s) - - 9.8 - $ 405 13.7 HCM Lane LOS - - A - F B HCM 95th %tile Q(veh) - - 1.9 - 8.6 1.8 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon DocuSign Envelope ID: C2073BA0-CA13-4596-8BE6-FB745ABA8D08 Lanes, Volumes, Timings 2: I 405 NB Ramps/Lake Washington Blvd N & NE 44th St 03/25/2019 Canopy Residential Synchro 10 Report 2019 Existing - PM Peak Hour Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 94 149 140 60 208 54 13 272 155 71 23 545 Future Volume (vph) 94 149 140 60 208 54 13 272 155 71 23 545 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 0 150 200 0 0 0 0 Storage Lanes 1 1 1 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Link Speed (mph) 25 25 25 35 Link Distance (ft) 653 1031 405 470 Travel Time (s) 17.8 28.1 11.0 9.2 Confl. Peds. (#/hr) 2 2 2 2 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles (%) 1% 0% 1% 2% 2% 0% 0% 0% 1% 0% 0% 2% Shared Lane Traffic (%) Sign Control Stop Stop Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized DocuSign Envelope ID: C2073BA0-CA13-4596-8BE6-FB745ABA8D08 HCM 6th AWSC 2: I 405 NB Ramps/Lake Washington Blvd N & NE 44th St 03/25/2019 Canopy Residential Synchro 10 Report 2019 Existing - PM Peak Hour Page 4 Intersection Intersection Delay, s/veh 149.3 Intersection LOS F Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 94 149 140 60 208 54 13 272 155 71 23 545 Future Vol, veh/h 94 149 140 60 208 54 13 272 155 71 23 545 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles, % 1 0 1 2 2 0 0 0 1 0 0 2 Mvmt Flow 103 164 154 66 229 59 14 299 170 78 25 599 Number of Lanes 0 1 1 1 1 1 0 1 0 0 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 3 2 1 1 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 1 2 3 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1 1 3 2 HCM Control Delay 32.5 24 121.8 301.3 HCM LOS D C F F Lane NBLn1 EBLn1 EBLn2 WBLn1 WBLn2 WBLn3 SBLn1 Vol Left, % 3% 39% 0% 100% 0% 0% 11% Vol Thru, % 62% 61% 0% 0% 100% 0% 4% Vol Right, % 35% 0% 100% 0% 0% 100% 85% Sign Control Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 440 243 140 60 208 54 639 LT Vol 13 94 0 60 0 0 71 Through Vol 272 149 0 0 208 0 23 RT Vol 155 0 140 0 0 54 545 Lane Flow Rate 484 267 154 66 229 59 702 Geometry Grp 7 8 8 7 7 7 7 Degree of Util (X) 1.142 0.724 0.379 0.179 0.59 0.141 1.597 Departure Headway (Hd) 9.698 11.683 10.698 11.59 11.058 10.277 8.615 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Cap 377 312 338 312 329 351 428 Service Time 7.398 9.383 8.398 9.29 8.758 7.977 6.315 HCM Lane V/C Ratio 1.284 0.856 0.456 0.212 0.696 0.168 1.64 HCM Control Delay 121.8 39.8 19.8 16.8 28.5 14.7 301.3 HCM Lane LOS F E C C D B F HCM 95th-tile Q 16.3 5.3 1.7 0.6 3.6 0.5 37.8 DocuSign Envelope ID: C2073BA0-CA13-4596-8BE6-FB745ABA8D08 DRAFT Traffic Impact Analysis Canopy Residential - Renton 2021 Without Project DocuSign Envelope ID: C2073BA0-CA13-4596-8BE6-FB745ABA8D08 Lanes, Volumes, Timings 1: I 405 SB Ramps & Lake Washington Blvd N/NE 44th St 04/05/2019 Canopy Residential Synchro 10 Report 2021 Without Project - AM Peak Hour Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 756 14 420 204 0 0 0 0 49 0 99 Future Volume (vph) 0 756 14 420 204 0 0 0 0 49 0 99 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 200 0 0 0 0 150 Storage Lanes 0 0 1 0 0 0 0 1 Taper Length (ft) 25 25 25 25 Link Speed (mph) 25 25 25 25 Link Distance (ft) 651 653 693 585 Travel Time (s) 17.8 17.8 18.9 16.0 Confl. Peds. (#/hr) 3 3 3 3 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles (%) 0% 4% 0% 2% 3% 0% 0% 0% 0% 0% 4% 2% Shared Lane Traffic (%) Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized DocuSign Envelope ID: C2073BA0-CA13-4596-8BE6-FB745ABA8D08 HCM 6th TWSC 1: I 405 SB Ramps & Lake Washington Blvd N/NE 44th St 04/05/2019 Canopy Residential Synchro 10 Report 2021 Without Project - AM Peak Hour Page 2 Intersection Int Delay, s/veh 19.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 756 14 420 204 0 0 0 0 49 0 99 Future Vol, veh/h 0 756 14 420 204 0 0 0 0 49 0 99 Conflicting Peds, #/hr 3 0 0 0 0 3 0 0 0 3 0 3 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - 200 - - - - - - - 150 Veh in Median Storage, # - 0 - - 0 - - 16974 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 96 96 96 96 96 96 96 96 96 96 96 96 Heavy Vehicles, % 0 4 0 2 3 0 0 0 0 0 4 2 Mvmt Flow 0 788 15 438 213 0 0 0 0 51 0 103 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 0 803 0 0 1888 1892 216 Stage 1 - - - - - - 1089 1089 - Stage 2 - - - - - - 799 803 - Critical Hdwy - - - 4.12 - - 6.4 6.54 6.22 Critical Hdwy Stg 1 - - - - - - 5.4 5.54 - Critical Hdwy Stg 2 - - - - - - 5.4 5.54 - Follow-up Hdwy - - - 2.218 - - 3.5 4.036 3.318 Pot Cap-1 Maneuver 0 - - 821 - 0 78 69 824 Stage 1 0 - - - - 0 326 289 - Stage 2 0 - - - - 0 446 393 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - - 821 - - ~ 36 0 822 Mov Cap-2 Maneuver - - - - - - ~ 36 0 - Stage 1 - - - - - - 326 0 - Stage 2 - - - - - - 208 0 - Approach EB WB SB HCM Control Delay, s 0 9.6 161.8 HCM LOS F Minor Lane/Major Mvmt EBT EBR WBL WBT SBLn1 SBLn2 Capacity (veh/h) - - 821 - 36 822 HCM Lane V/C Ratio - - 0.533 - 1.418 0.125 HCM Control Delay (s) - - 14.3 -$ 468.5 10 HCM Lane LOS - - B - F B HCM 95th %tile Q(veh) - - 3.2 - 5.4 0.4 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon DocuSign Envelope ID: C2073BA0-CA13-4596-8BE6-FB745ABA8D08 Lanes, Volumes, Timings 2: I 405 NB Ramps/Lake Washington Blvd N & NE 44th St 04/05/2019 Canopy Residential Synchro 10 Report 2021 Without Project - AM Peak Hour Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 196 125 484 316 180 77 4 86 81 55 58 429 Future Volume (vph) 196 125 484 316 180 77 4 86 81 55 58 429 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 0 150 200 0 0 0 0 Storage Lanes 1 1 1 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Link Speed (mph) 25 25 25 35 Link Distance (ft) 653 1031 405 470 Travel Time (s) 17.8 28.1 11.0 9.2 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 Heavy Vehicles (%) 1% 5% 4% 1% 1% 3% 25% 4% 3% 0% 4% 2% Shared Lane Traffic (%) Sign Control Stop Stop Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized DocuSign Envelope ID: C2073BA0-CA13-4596-8BE6-FB745ABA8D08 HCM 6th AWSC 2: I 405 NB Ramps/Lake Washington Blvd N & NE 44th St 04/05/2019 Canopy Residential Synchro 10 Report 2021 Without Project - AM Peak Hour Page 4 Intersection Intersection Delay, s/veh 97.8 Intersection LOS F Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 196 125 484 316 180 77 4 86 81 55 58 429 Future Vol, veh/h 196 125 484 316 180 77 4 86 81 55 58 429 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 Heavy Vehicles, % 1 5 4 1 1 3 25 4 3 0 4 2 Mvmt Flow 202 129 499 326 186 79 4 89 84 57 60 442 Number of Lanes 0 1 1 1 1 1 0 1 0 0 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 3 2 1 1 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 1 2 3 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1 1 3 2 HCM Control Delay 106.3 33.8 22.8 176.4 HCM LOS F D C F Lane NBLn1 EBLn1 EBLn2 WBLn1 WBLn2 WBLn3 SBLn1 Vol Left, % 2% 61% 0% 100% 0% 0% 10% Vol Thru, % 50% 39% 0% 0% 100% 0% 11% Vol Right, % 47% 0% 100% 0% 0% 100% 79% Sign Control Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 171 321 484 316 180 77 542 LT Vol 4 196 0 316 0 0 55 Through Vol 86 125 0 0 180 0 58 RT Vol 81 0 484 0 0 77 429 Lane Flow Rate 176 331 499 326 186 79 559 Geometry Grp 7 8 8 7 7 7 7 Degree of Util (X) 0.479 0.877 1.193 0.83 0.447 0.177 1.298 Departure Headway (Hd) 10.696 10.611 9.611 10.068 9.541 8.839 8.718 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Cap 338 344 384 362 380 409 419 Service Time 8.396 8.311 7.311 7.768 7.241 6.539 6.418 HCM Lane V/C Ratio 0.521 0.962 1.299 0.901 0.489 0.193 1.334 HCM Control Delay 22.8 56 139.7 46.8 19.7 13.4 176.4 HCM Lane LOS C F F E C B F HCM 95th-tile Q 2.5 8.3 18.2 7.4 2.2 0.6 23.8 DocuSign Envelope ID: C2073BA0-CA13-4596-8BE6-FB745ABA8D08 Lanes, Volumes, Timings 1: I 405 SB Ramps & Lake Washington Blvd N/NE 44th St 04/05/2019 Canopy Residential Synchro 10 Report 2021 Without Project - PM Peak Hour Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 300 19 447 352 0 0 0 0 92 0 243 Future Volume (vph) 0 300 19 447 352 0 0 0 0 92 0 243 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 200 0 0 0 0 150 Storage Lanes 0 0 1 0 0 0 0 1 Taper Length (ft) 25 25 25 25 Link Speed (mph) 25 25 25 25 Link Distance (ft) 651 653 693 585 Travel Time (s) 17.8 17.8 18.9 16.0 Confl. Peds. (#/hr) 1 1 1 1 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles (%) 0% 1% 0% 1% 1% 0% 0% 0% 0% 1% 0% 0% Shared Lane Traffic (%) Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized DocuSign Envelope ID: C2073BA0-CA13-4596-8BE6-FB745ABA8D08 HCM 6th TWSC 1: I 405 SB Ramps & Lake Washington Blvd N/NE 44th St 04/05/2019 Canopy Residential Synchro 10 Report 2021 Without Project - PM Peak Hour Page 2 Intersection Int Delay, s/veh 38.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 300 19 447 352 0 0 0 0 92 0 243 Future Vol, veh/h 0 300 19 447 352 0 0 0 0 92 0 243 Conflicting Peds, #/hr 1 0 0 0 0 1 0 0 0 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 - - - 200 - - - - - - - 150 Veh in Median Storage, # - 0 - - 0 - - 16974 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 0 1 0 1 1 0 0 0 0 1 0 0 Mvmt Flow 0 333 21 497 391 0 0 0 0 102 0 270 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 0 354 0 0 1730 1739 392 Stage 1 - - - - - - 1385 1385 - Stage 2 - - - - - - 345 354 - Critical Hdwy - - - 4.11 - - 6.41 6.5 6.2 Critical Hdwy Stg 1 - - - - - - 5.41 5.5 - Critical Hdwy Stg 2 - - - - - - 5.41 5.5 - Follow-up Hdwy - - - 2.209 - - 3.509 4 3.3 Pot Cap-1 Maneuver 0 - - 1210 - 0 ~ 98 88 661 Stage 1 0 - - - - 0 233 213 - Stage 2 0 - - - - 0 719 634 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - - 1210 - - ~ 58 0 660 Mov Cap-2 Maneuver - - - - - - ~ 58 0 - Stage 1 - - - - - - 233 0 - Stage 2 - - - - - - 423 0 - Approach EB WB SB HCM Control Delay, s 0 5.6 152.9 HCM LOS F Minor Lane/Major Mvmt EBT EBR WBL WBT SBLn1 SBLn2 Capacity (veh/h) - - 1210 - 58 660 HCM Lane V/C Ratio - - 0.41 - 1.762 0.409 HCM Control Delay (s) - - 10 -$ 519.1 14.2 HCM Lane LOS - - B - F B HCM 95th %tile Q(veh) - - 2 - 9.5 2 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon DocuSign Envelope ID: C2073BA0-CA13-4596-8BE6-FB745ABA8D08 Lanes, Volumes, Timings 2: I 405 NB Ramps/Lake Washington Blvd N & NE 44th St 04/05/2019 Canopy Residential Synchro 10 Report 2021 Without Project - PM Peak Hour Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 98 155 145 63 216 56 14 283 161 74 24 567 Future Volume (vph) 98 155 145 63 216 56 14 283 161 74 24 567 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 0 150 200 0 0 0 0 Storage Lanes 1 1 1 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Link Speed (mph) 25 25 25 35 Link Distance (ft) 653 1031 405 470 Travel Time (s) 17.8 28.1 11.0 9.2 Confl. Peds. (#/hr) 2 2 2 2 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles (%) 1% 0% 1% 2% 2% 0% 0% 0% 1% 0% 0% 2% Shared Lane Traffic (%) Sign Control Stop Stop Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized DocuSign Envelope ID: C2073BA0-CA13-4596-8BE6-FB745ABA8D08 HCM 6th AWSC 2: I 405 NB Ramps/Lake Washington Blvd N & NE 44th St 04/05/2019 Canopy Residential Synchro 10 Report 2021 Without Project - PM Peak Hour Page 4 Intersection Intersection Delay, s/veh 170.2 Intersection LOS F Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 98 155 145 63 216 56 14 283 161 74 24 567 Future Vol, veh/h 98 155 145 63 216 56 14 283 161 74 24 567 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles, % 1 0 1 2 2 0 0 0 1 0 0 2 Mvmt Flow 108 170 159 69 237 62 15 311 177 81 26 623 Number of Lanes 0 1 1 1 1 1 0 1 0 0 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 3 2 1 1 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 1 2 3 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1 1 3 2 HCM Control Delay 36 25.7 145.3 340.6 HCM LOS E D F F Lane NBLn1 EBLn1 EBLn2 WBLn1 WBLn2 WBLn3 SBLn1 Vol Left, % 3% 39% 0% 100% 0% 0% 11% Vol Thru, % 62% 61% 0% 0% 100% 0% 4% Vol Right, % 35% 0% 100% 0% 0% 100% 85% Sign Control Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 458 253 145 63 216 56 665 LT Vol 14 98 0 63 0 0 74 Through Vol 283 155 0 0 216 0 24 RT Vol 161 0 145 0 0 56 567 Lane Flow Rate 503 278 159 69 237 62 731 Geometry Grp 7 8 8 7 7 7 7 Degree of Util (X) 1.204 0.76 0.395 0.189 0.617 0.147 1.686 Departure Headway (Hd) 9.991 12.059 11.072 11.949 11.416 10.632 8.847 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Cap 367 303 328 303 318 340 417 Service Time 7.691 9.759 8.772 9.649 9.116 8.332 6.547 HCM Lane V/C Ratio 1.371 0.917 0.485 0.228 0.745 0.182 1.753 HCM Control Delay 145.3 44.7 20.8 17.4 30.9 15.2 340.6 HCM Lane LOS F E C C D C F HCM 95th-tile Q 18.2 5.8 1.8 0.7 3.9 0.5 41.1 DocuSign Envelope ID: C2073BA0-CA13-4596-8BE6-FB745ABA8D08 DRAFT Traffic Impact Analysis Canopy Residential - Renton 2021 With Project DocuSign Envelope ID: C2073BA0-CA13-4596-8BE6-FB745ABA8D08 Lanes, Volumes, Timings 1: I 405 SB Ramps & Lake Washington Blvd N/NE 44th St 04/18/2019 Canopy Residential Synchro 10 Report 2021 With Project - AM Peak Hour Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 756 14 433 204 0 0 0 0 53 0 99 Future Volume (vph) 0 756 14 433 204 0 0 0 0 53 0 99 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 200 0 0 0 0 150 Storage Lanes 0 0 1 0 0 0 0 1 Taper Length (ft) 25 25 25 25 Link Speed (mph) 25 25 25 25 Link Distance (ft) 651 653 693 585 Travel Time (s) 17.8 17.8 18.9 16.0 Confl. Peds. (#/hr) 3 3 3 3 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles (%) 0% 4% 0% 2% 3% 0% 0% 0% 0% 7% 0% 0% Shared Lane Traffic (%) Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized DocuSign Envelope ID: C2073BA0-CA13-4596-8BE6-FB745ABA8D08 HCM 6th TWSC 1: I 405 SB Ramps & Lake Washington Blvd N/NE 44th St 04/18/2019 Canopy Residential Synchro 10 Report 2021 With Project - AM Peak Hour Page 2 Intersection Int Delay, s/veh 25.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 756 14 433 204 0 0 0 0 53 0 99 Future Vol, veh/h 0 756 14 433 204 0 0 0 0 53 0 99 Conflicting Peds, #/hr 3 0 0 0 0 3 0 0 0 3 0 3 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - 200 - - - - - - - 150 Veh in Median Storage, # - 0 - - 0 - - 16974 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 96 96 96 96 96 96 96 96 96 96 96 96 Heavy Vehicles, % 0 4 0 2 3 0 0 0 0 7 0 0 Mvmt Flow 0 788 15 451 213 0 0 0 0 55 0 103 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 0 803 0 0 1914 1918 216 Stage 1 - - - - - - 1115 1115 - Stage 2 - - - - - - 799 803 - Critical Hdwy - - - 4.12 - - 6.47 6.5 6.2 Critical Hdwy Stg 1 - - - - - - 5.47 5.5 - Critical Hdwy Stg 2 - - - - - - 5.47 5.5 - Follow-up Hdwy - - - 2.218 - - 3.563 4 3.3 Pot Cap-1 Maneuver 0 - - 821 - 0 72 68 829 Stage 1 0 - - - - 0 307 286 - Stage 2 0 - - - - 0 434 399 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - - 821 - - ~ 32 0 827 Mov Cap-2 Maneuver - - - - - - ~ 32 0 - Stage 1 - - - - - - 307 0 - Stage 2 - - - - - - 196 0 - Approach EB WB SB HCM Control Delay, s 0 9.9 222.1 HCM LOS F Minor Lane/Major Mvmt EBT EBR WBL WBT SBLn1 SBLn2 Capacity (veh/h) - - 821 - 32 827 HCM Lane V/C Ratio - - 0.549 - 1.725 0.125 HCM Control Delay (s) - - 14.6 -$ 618.3 10 HCM Lane LOS - - B - F B HCM 95th %tile Q(veh) - - 3.4 - 6.2 0.4 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon DocuSign Envelope ID: C2073BA0-CA13-4596-8BE6-FB745ABA8D08 Lanes, Volumes, Timings 2: I 405 NB Ramps/Lake Washington Blvd N & NE 44th St 04/18/2019 Canopy Residential Synchro 10 Report 2021 With Project - AM Peak Hour Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 196 129 484 328 193 82 4 86 85 57 58 429 Future Volume (vph) 196 129 484 328 193 82 4 86 85 57 58 429 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 0 150 200 0 0 0 0 Storage Lanes 1 1 1 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Link Speed (mph) 25 25 25 35 Link Distance (ft) 653 1031 405 470 Travel Time (s) 17.8 28.1 11.0 9.2 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 Heavy Vehicles (%) 2% 5% 4% 1% 1% 3% 25% 4% 3% 0% 4% 2% Shared Lane Traffic (%) Sign Control Stop Stop Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized DocuSign Envelope ID: C2073BA0-CA13-4596-8BE6-FB745ABA8D08 HCM 6th AWSC 2: I 405 NB Ramps/Lake Washington Blvd N & NE 44th St 04/18/2019 Canopy Residential Synchro 10 Report 2021 With Project - AM Peak Hour Page 4 Intersection Intersection Delay, s/veh 102.2 Intersection LOS F Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 196 129 484 328 193 82 4 86 85 57 58 429 Future Vol, veh/h 196 129 484 328 193 82 4 86 85 57 58 429 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 Heavy Vehicles, % 2 5 4 1 1 3 25 4 3 0 4 2 Mvmt Flow 202 133 499 338 199 85 4 89 88 59 60 442 Number of Lanes 0 1 1 1 1 1 0 1 0 0 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 3 2 1 1 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 1 2 3 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1 1 3 2 HCM Control Delay 112 36.9 23.6 185.3 HCM LOS F E C F Lane NBLn1 EBLn1 EBLn2 WBLn1 WBLn2 WBLn3 SBLn1 Vol Left, % 2% 60% 0% 100% 0% 0% 10% Vol Thru, % 49% 40% 0% 0% 100% 0% 11% Vol Right, % 49% 0% 100% 0% 0% 100% 79% Sign Control Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 175 325 484 328 193 82 544 LT Vol 4 196 0 328 0 0 57 Through Vol 86 129 0 0 193 0 58 RT Vol 85 0 484 0 0 82 429 Lane Flow Rate 180 335 499 338 199 85 561 Geometry Grp 7 8 8 7 7 7 7 Degree of Util (X) 0.494 0.9 1.209 0.865 0.481 0.189 1.319 Departure Headway (Hd) 10.798 10.795 9.779 10.129 9.602 8.899 8.835 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Cap 336 338 374 362 378 406 415 Service Time 8.498 8.495 7.479 7.829 7.302 6.599 6.535 HCM Lane V/C Ratio 0.536 0.991 1.334 0.934 0.526 0.209 1.352 HCM Control Delay 23.6 60.8 146.3 52.2 20.9 13.7 185.3 HCM Lane LOS C F F F C B F HCM 95th-tile Q 2.6 8.7 18.6 8.1 2.5 0.7 24.5 DocuSign Envelope ID: C2073BA0-CA13-4596-8BE6-FB745ABA8D08 Lanes, Volumes, Timings 3: Lincoln Ave NE & Site Access 04/18/2019 Canopy Residential Synchro 10 Report 2021 With Project - AM Peak Hour Page 5 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 1 25 375 0 8 67 Future Volume (vph) 1 25 375 0 8 67 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Link Speed (mph) 25 25 25 Link Distance (ft) 268 817 422 Travel Time (s) 7.3 22.3 11.5 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 3% 3% 2% 3% 3% 10% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized DocuSign Envelope ID: C2073BA0-CA13-4596-8BE6-FB745ABA8D08 HCM 6th TWSC 3: Lincoln Ave NE & Site Access 04/18/2019 Canopy Residential Synchro 10 Report 2021 With Project - AM Peak Hour Page 6 Intersection Int Delay, s/veh 0.7 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 1 25 375 0 8 67 Future Vol, veh/h 1 25 375 0 8 67 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free 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, % 3 3 2 3 3 10 Mvmt Flow 1 27 408 0 9 73 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 499 408 0 0 408 0 Stage 1 408 - - - - - Stage 2 91 - - - - - Critical Hdwy 6.43 6.23 - - 4.13 - Critical Hdwy Stg 1 5.43 - - - - - Critical Hdwy Stg 2 5.43 - - - - - Follow-up Hdwy 3.527 3.327 - - 2.227 - Pot Cap-1 Maneuver 529 641 - - 1145 - Stage 1 669 - - - - - Stage 2 930 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 525 641 - - 1145 - Mov Cap-2 Maneuver 525 - - - - - Stage 1 669 - - - - - Stage 2 923 - - - - - Approach WB NB SB HCM Control Delay, s 10.9 0 0.9 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 636 1145 - HCM Lane V/C Ratio - - 0.044 0.008 - HCM Control Delay (s) - - 10.9 8.2 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0.1 0 - DocuSign Envelope ID: C2073BA0-CA13-4596-8BE6-FB745ABA8D08 Lanes, Volumes, Timings 4: Lincoln Ave NE & NE 40th St 04/18/2019 Canopy Residential Synchro 10 Report 2021 With Project - AM Peak Hour Page 7 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 2 8 351 1 4 35 Future Volume (vph) 2 8 351 1 4 35 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Link Speed (mph) 25 25 25 Link Distance (ft) 460 422 817 Travel Time (s) 12.5 11.5 22.3 Peak Hour Factor 0.77 0.77 0.77 0.77 0.77 0.77 Heavy Vehicles (%) 0% 0% 2% 0% 0% 3% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized DocuSign Envelope ID: C2073BA0-CA13-4596-8BE6-FB745ABA8D08 HCM 6th TWSC 4: Lincoln Ave NE & NE 40th St 04/18/2019 Canopy Residential Synchro 10 Report 2021 With Project - AM Peak Hour Page 8 Intersection Int Delay, s/veh 0.4 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 2 8 351 1 4 35 Future Vol, veh/h 2 8 351 1 4 35 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 77 77 77 77 77 77 Heavy Vehicles, % 0 0 2 0 0 3 Mvmt Flow 3 10 456 1 5 45 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 512 457 0 0 457 0 Stage 1 457 - - - - - Stage 2 55 - - - - - Critical Hdwy 6.4 6.2 - - 4.1 - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.3 - - 2.2 - Pot Cap-1 Maneuver 525 608 - - 1114 - Stage 1 642 - - - - - Stage 2 973 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 522 608 - - 1114 - Mov Cap-2 Maneuver 522 - - - - - Stage 1 642 - - - - - Stage 2 968 - - - - - Approach WB NB SB HCM Control Delay, s 11.3 0 0.8 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 589 1114 - HCM Lane V/C Ratio - - 0.022 0.005 - HCM Control Delay (s) - - 11.3 8.2 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0.1 0 - DocuSign Envelope ID: C2073BA0-CA13-4596-8BE6-FB745ABA8D08 Lanes, Volumes, Timings 1: I 405 SB Ramps & Lake Washington Blvd N/NE 44th St 04/18/2019 Canopy Residential Synchro 10 Report 2021 With Project - PM Peak Hour Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 300 19 456 352 0 0 0 0 104 0 243 Future Volume (vph) 0 300 19 456 352 0 0 0 0 104 0 243 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 200 0 0 0 0 150 Storage Lanes 0 0 1 0 0 0 0 1 Taper Length (ft) 25 25 25 25 Link Speed (mph) 25 25 25 25 Link Distance (ft) 651 653 693 585 Travel Time (s) 17.8 17.8 18.9 16.0 Confl. Peds. (#/hr) 1 1 1 1 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles (%) 0% 1% 0% 1% 1% 0% 0% 0% 0% 1% 0% 0% Shared Lane Traffic (%) Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized DocuSign Envelope ID: C2073BA0-CA13-4596-8BE6-FB745ABA8D08 HCM 6th TWSC 1: I 405 SB Ramps & Lake Washington Blvd N/NE 44th St 04/18/2019 Canopy Residential Synchro 10 Report 2021 With Project - PM Peak Hour Page 2 Intersection Int Delay, s/veh 52.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 300 19 456 352 0 0 0 0 104 0 243 Future Vol, veh/h 0 300 19 456 352 0 0 0 0 104 0 243 Conflicting Peds, #/hr 1 0 0 0 0 1 0 0 0 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 - - - 200 - - - - - - - 150 Veh in Median Storage, # - 0 - - 0 - - 16974 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 0 1 0 1 1 0 0 0 0 1 0 0 Mvmt Flow 0 333 21 507 391 0 0 0 0 116 0 270 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 0 354 0 0 1750 1759 392 Stage 1 - - - - - - 1405 1405 - Stage 2 - - - - - - 345 354 - Critical Hdwy - - - 4.11 - - 6.41 6.5 6.2 Critical Hdwy Stg 1 - - - - - - 5.41 5.5 - Critical Hdwy Stg 2 - - - - - - 5.41 5.5 - Follow-up Hdwy - - - 2.209 - - 3.509 4 3.3 Pot Cap-1 Maneuver 0 - - 1210 - 0 ~ 95 86 661 Stage 1 0 - - - - 0 228 208 - Stage 2 0 - - - - 0 719 634 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - - 1210 - - ~ 55 0 660 Mov Cap-2 Maneuver - - - - - - ~ 55 0 - Stage 1 - - - - - - 228 0 - Stage 2 - - - - - - 418 0 - Approach EB WB SB HCM Control Delay, s 0 5.7 210.5 HCM LOS F Minor Lane/Major Mvmt EBT EBR WBL WBT SBLn1 SBLn2 Capacity (veh/h) - - 1210 - 55 660 HCM Lane V/C Ratio - - 0.419 - 2.101 0.409 HCM Control Delay (s) - - 10.1 -$ 669.3 14.2 HCM Lane LOS - - B - F B HCM 95th %tile Q(veh) - - 2.1 - 11.4 2 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon DocuSign Envelope ID: C2073BA0-CA13-4596-8BE6-FB745ABA8D08 Lanes, Volumes, Timings 2: I 405 NB Ramps/Lake Washington Blvd N & NE 44th St 04/18/2019 Canopy Residential Synchro 10 Report 2021 With Project - PM Peak Hour Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 98 167 145 69 225 59 14 283 176 79 24 567 Future Volume (vph) 98 167 145 69 225 59 14 283 176 79 24 567 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 0 150 200 0 0 0 0 Storage Lanes 1 1 1 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Link Speed (mph) 25 25 25 35 Link Distance (ft) 653 1031 405 470 Travel Time (s) 17.8 28.1 11.0 9.2 Confl. Peds. (#/hr) 2 2 2 2 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles (%) 1% 0% 1% 2% 2% 0% 0% 0% 1% 0% 0% 2% Shared Lane Traffic (%) Sign Control Stop Stop Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized DocuSign Envelope ID: C2073BA0-CA13-4596-8BE6-FB745ABA8D08 HCM 6th AWSC 2: I 405 NB Ramps/Lake Washington Blvd N & NE 44th St 04/18/2019 Canopy Residential Synchro 10 Report 2021 With Project - PM Peak Hour Page 4 Intersection Intersection Delay, s/veh 181.5 Intersection LOS F Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 98 167 145 69 225 59 14 283 176 79 24 567 Future Vol, veh/h 98 167 145 69 225 59 14 283 176 79 24 567 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles, % 1 0 1 2 2 0 0 0 1 0 0 2 Mvmt Flow 108 184 159 76 247 65 15 311 193 87 26 623 Number of Lanes 0 1 1 1 1 1 0 1 0 0 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 3 2 1 1 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 1 2 3 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1 1 3 2 HCM Control Delay 40.4 27.5 167.4 358.8 HCM LOS E D F F Lane NBLn1 EBLn1 EBLn2 WBLn1 WBLn2 WBLn3 SBLn1 Vol Left, % 3% 37% 0% 100% 0% 0% 12% Vol Thru, % 60% 63% 0% 0% 100% 0% 4% Vol Right, % 37% 0% 100% 0% 0% 100% 85% Sign Control Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 473 265 145 69 225 59 670 LT Vol 14 98 0 69 0 0 79 Through Vol 283 167 0 0 225 0 24 RT Vol 176 0 145 0 0 59 567 Lane Flow Rate 520 291 159 76 247 65 736 Geometry Grp 7 8 8 7 7 7 7 Degree of Util (X) 1.26 0.802 0.399 0.209 0.647 0.156 1.726 Departure Headway (Hd) 10.203 12.351 11.37 12.207 11.672 10.888 9.093 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Cap 359 297 319 296 312 331 405 Service Time 7.903 10.051 9.07 9.907 9.372 8.588 6.793 HCM Lane V/C Ratio 1.448 0.98 0.498 0.257 0.792 0.196 1.817 HCM Control Delay 167.4 50.8 21.4 18.1 33.5 15.6 358.8 HCM Lane LOS F F C C D C F HCM 95th-tile Q 19.9 6.4 1.8 0.8 4.2 0.5 42 DocuSign Envelope ID: C2073BA0-CA13-4596-8BE6-FB745ABA8D08 Lanes, Volumes, Timings 3: Lincoln Ave NE & Site Access 04/18/2019 Canopy Residential Synchro 10 Report 2021 With Project - PM Peak Hour Page 5 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 1 15 142 2 26 221 Future Volume (vph) 1 15 142 2 26 221 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Link Speed (mph) 25 25 25 Link Distance (ft) 268 833 422 Travel Time (s) 7.3 22.7 11.5 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 3% 3% 2% 3% 3% 0% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized DocuSign Envelope ID: C2073BA0-CA13-4596-8BE6-FB745ABA8D08 HCM 6th TWSC 3: Lincoln Ave NE & Site Access 04/18/2019 Canopy Residential Synchro 10 Report 2021 With Project - PM Peak Hour Page 6 Intersection Int Delay, s/veh 0.9 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 1 15 142 2 26 221 Future Vol, veh/h 1 15 142 2 26 221 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free 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, % 3 3 2 3 3 0 Mvmt Flow 1 16 154 2 28 240 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 451 155 0 0 156 0 Stage 1 155 - - - - - Stage 2 296 - - - - - Critical Hdwy 6.43 6.23 - - 4.13 - Critical Hdwy Stg 1 5.43 - - - - - Critical Hdwy Stg 2 5.43 - - - - - Follow-up Hdwy 3.527 3.327 - - 2.227 - Pot Cap-1 Maneuver 564 888 - - 1418 - Stage 1 871 - - - - - Stage 2 752 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 551 888 - - 1418 - Mov Cap-2 Maneuver 551 - - - - - Stage 1 871 - - - - - Stage 2 735 - - - - - Approach WB NB SB HCM Control Delay, s 9.3 0 0.8 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 855 1418 - HCM Lane V/C Ratio - - 0.02 0.02 - HCM Control Delay (s) - - 9.3 7.6 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0.1 0.1 - DocuSign Envelope ID: C2073BA0-CA13-4596-8BE6-FB745ABA8D08 Lanes, Volumes, Timings 4: Lincoln Ave NE & NE 40th St 04/18/2019 Canopy Residential Synchro 10 Report 2021 With Project - PM Peak Hour Page 7 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 1 4 117 2 9 180 Future Volume (vph) 1 4 117 2 9 180 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Link Speed (mph) 25 25 25 Link Distance (ft) 445 364 833 Travel Time (s) 12.1 9.9 22.7 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles (%) 0% 0% 2% 0% 0% 0% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized DocuSign Envelope ID: C2073BA0-CA13-4596-8BE6-FB745ABA8D08 HCM 6th TWSC 4: Lincoln Ave NE & NE 40th St 04/18/2019 Canopy Residential Synchro 10 Report 2021 With Project - PM Peak Hour Page 8 Intersection Int Delay, s/veh 0.4 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 1 4 117 2 9 180 Future Vol, veh/h 1 4 117 2 9 180 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 96 96 96 96 96 96 Heavy Vehicles, % 0 0 2 0 0 0 Mvmt Flow 1 4 122 2 9 188 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 329 123 0 0 124 0 Stage 1 123 - - - - - Stage 2 206 - - - - - Critical Hdwy 6.4 6.2 - - 4.1 - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.3 - - 2.2 - Pot Cap-1 Maneuver 670 933 - - 1475 - Stage 1 907 - - - - - Stage 2 833 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 665 933 - - 1475 - Mov Cap-2 Maneuver 665 - - - - - Stage 1 907 - - - - - Stage 2 827 - - - - - Approach WB NB SB HCM Control Delay, s 9.2 0 0.4 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 863 1475 - HCM Lane V/C Ratio - - 0.006 0.006 - HCM Control Delay (s) - - 9.2 7.5 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0 0 - DocuSign Envelope ID: C2073BA0-CA13-4596-8BE6-FB745ABA8D08 DRAFT Traffic Impact Analysis Canopy Residential - Renton Appendix D Detailed Trip Generation Calculations DocuSign Envelope ID: C2073BA0-CA13-4596-8BE6-FB745ABA8D08 ITE Land Use Units 1 LUC 2 In Out Trip Rate In Out Total Daily Proposed Use: Single-Family Homes 56 DU 210 50%50%EQN 305 305 610 Less Existing Use: Single-Family Homes 2 DU 210 50%50%9.44 -9 -10 -19 Net New Daily Trips = 296 295 591 AM Peak Hour Proposed Use: Single-Family Homes 56 DU 210 25%75%EQN 11 34 45 Less Existing Use: Single-Family Homes 2 DU 210 25%75%0.74 0 -1 -1 Net New AM Peak Hour Trips = 11 33 44 PM Peak Hour Proposed Use: Single-Family Homes 56 DU 210 63%37%EQN 37 21 58 Less Existing Use: Single-Family Homes 2 DU 210 63%37%0.99 -1 -1 -2 Net New PM Peak Hour Trips = 36 20 56 Notes: 1 DU = Dwelling Units. 2 Institute of Transportation Engineers, Trip Generation Manual, 10th edition Land Use Code. Canopy Residential Trip Generation Summary Directional Distribution Trips Generated 4/24/2019 DocuSign Envelope ID: C2073BA0-CA13-4596-8BE6-FB745ABA8D08 DRAFT Traffic Impact Analysis Canopy Residential - Renton Appendix E Sight Distance Exhibits DocuSign Envelope ID: C2073BA0-CA13-4596-8BE6-FB745ABA8D08 LINCOLN AVE NE R O A D ' A ' LINCOLN AVE NE NE 40TH STROAD 'A' ALLEY 3 ALLEY 2 ALLEY 1 3 6 10 9 8 11 13 4 5 7 5453 55 5049 56 TRACT B 3536 32403338373934 52 4748 51 TRACT Q TRACT H 23 24 2518 2619 2720 TR. E 21 2822 29 30 TRACT G TRACT F TR. D TRACT I 2 1 TRACT A 41 17 15 16 14 42 31 12 46 45 44 43 NE 43RD STMONTEREY P L N E IN COMPLIANCE WITH CITY OF RENTON STANDARDS DE S I GN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING CANOPY CANOPYCANOPY4196 LINCOLN AVE NE, RENTON, WA 98056 STREET LOCATIONS 1 DocuSign Envelope ID: C2073BA0-CA13-4596-8BE6-FB745ABA8D08 LINCOLN AVE NE ROAD 'A ' IN COMPLIANCE WITH CITY OF RENTON STANDARDS CANOPY CANOPYCANOPY4196 LINCOLN AVE NE, RENTON, WA 98056 SIGHT DISTANCE EXHIBIT 2 OVERALL SIGHT TRIANGLE DE S I GN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING DocuSign Envelope ID: C2073BA0-CA13-4596-8BE6-FB745ABA8D08 TR. D LINCOLN AVE NE NE 40TH STIN COMPLIANCE WITH CITY OF RENTON STANDARDS CANOPY CANOPYCANOPY4196 LINCOLN AVE NE, RENTON, WA 98056 SIGHT DISTANCE EXHIBIT 3 OVERALL SIGHT TRIANGLE DE S I GN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING DocuSign Envelope ID: C2073BA0-CA13-4596-8BE6-FB745ABA8D08 LINCOLN AVE NE (NEW) 60 70 80 90 60 70 80 90 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 24+75 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DE S I GN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING CANOPY CANOPYCANOPY4196 LINCOLN AVE NE, RENTON, WA 98056 4 STREET PROFILES DocuSign Envelope ID: C2073BA0-CA13-4596-8BE6-FB745ABA8D08 LINCOLN AVE NE 90 100 110 120 130 140 90 100 110 120 130 140 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DE S I GN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING CANOPY CANOPYCANOPY4196 LINCOLN AVE NE, RENTON, WA 98056 5 STREET PROFILES DocuSign Envelope ID: C2073BA0-CA13-4596-8BE6-FB745ABA8D08