South Street Campus Lands Development. City of London TRANSPORTATION IMPACT ASSESSMENT

Transcription

1 South Street Campus Lands Development City of London TRANSPORTATION IMPACT ASSESSMENT TW1387 South Street Campus Lands Development City of London TRANSPORTATION IMPACT ASSESSMENT May 2013

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3 South Street Campus Lands Development City of London TRANSPORTATION IMPACT ASSESSMENT TABLE OF CONTENTS 1.0 Introduction Background Background Documents South of Horton Street Community Improvement Plan Proposed Development Study Area Existing Conditions Existing Traffic Volumes Downtown Traffic Signal Coordination Network Existing Traffic Operations Potential Operational Improvements Existing Transit Facilities Existing Cycling Facilities Existing Pedestrian Facilities Future Growth and Site Traffic Background Traffic Future Background Traffic Volumes Site Traffic Modal Split Vehicle Trip Distribution Vehicle Trip Assignment Projected Site Traffic Volumes Future Transportation Network Future Roadway Network Future Transit Facilities Future Cycling Network Future Pedestrian Facilities Total Future Traffic Volumes Future Traffic Operations Horizon (Phase 1) Horizon (Full Build-Out) Horizon (5 Years Beyond Full Build-Out) Summary of Future Operations Conversion of South Street and Grey Street Overview Reassignment of Vehicle Trips Revised Total Future Traffic Operations Preferred Configuration Conceptual Plan and Infrastructure Requirements Queuing Analysis, Wellington Street at Grey Street and South Street Conclusions Recommendations... 67

4 South Street Campus Lands Development City of London TRANSPORTATION IMPACT ASSESSMENT LIST OF TABLES Table 1 Potential Development Program Table 2 Proposed Parcel 1 Development, FinCore Consulting Table 3 Existing Traffic Volume Data Table 4 Existing Traffic Operations Table 5 Existing Transit Ridership Table 6 Trip Generation Table 7 Trip Generation, FinCore Parcel 1 Table 8 Modal Split Table 9 Directional Distribution Table Background Traffic Operations Table Total Future Traffic Operations Table Background Traffic Operations Table Total Future Traffic Operations Table Background Traffic Operations Table Total Future Traffic Operations Table Total Future Traffic Operations, Two-Way Conversion Table 17 Southbound Left Turn Queues, Grey Street and South Street

5 South Street Campus Lands Development City of London TRANSPORTATION IMPACT ASSESSMENT LIST OF FIGURES Figure 1 Site Location Figure 2 Existing Roadway Configuration Figure 3 Existing Traffic Volumes Figure 4 Existing Transit Routes Figure 5 Future Background Traffic Volumes, 2017 Figure 6 Future Background Traffic Volumes, 2022 Figure 7 Future Background Traffic Volumes, 2027 Figure 8 Site Trips, 2017 Horizon (Phase 1) Figure 9 Site Trips, 2022 Horizon (Full Build-Out) Figure 10 Total Future Traffic Volumes, 2017 Figure 11 Total Future Traffic Volumes, 2022 Figure 12 Total Future Traffic Volumes, 2027 Figure 13 Total Future Traffic Volumes, Two-Way Operations LIST OF APPENDICES Appendix A Appendix B Appendix C Appendix D Land Parcels FinCore Parcel 1 Proposed Site Plan Synchro Output Sheets Conceptual Plan, Two-Way Street Conversion

6 South Street Campus Lands Development City of London TRANSPORTATION IMPACT ASSESSMENT 1.0 Introduction 1.1 Background In November 2012, Delcan Corporation (Delcan) was retained by the City of London to complete a Transportation Impact Assessment for the South Street Campus Lands development in London, Ontario. The site of the proposed development (illustrated in Figure 1) is located within the South of Horton Street (SoHo) community with parcels adjacent to Wellington Street, South Street, Colborne Street, and the Thames River. Proposed Development Figure 1 Site Location 6

7 South Street Campus Lands Development City of London TRANSPORTATION IMPACT ASSESSMENT 1.2 Background Documents In June 2011, the City of London released the SoHo Community Improvement Plan (CIP) which provides an overall framework to direct public and private investment into the neighbourhood in order to achieve the community s vision. Elements of the CIP will be incorporated into this assessment which will also consider: The City of London Transportation Master Plan (Smart Moves) released in June 2012; and The City of London Cycling Master Plan released in March This assessment was completed in accordance with the City of London Transportation Impact Assessment Guidelines, released in May South of Horton Street Community Improvement Plan In June 2011, the South of Horton (SoHo) Community Improvement Plan was released by the City of London to establish a vision for the future development and intensification of this neighbourhood. The Plan was developed by City staff in consultation with area residents through six public meetings held between May 2009 and November The CIP approached the new vision from four key viewpoints: The Old Victoria Hospital Lands presents a conceptual plan and objectives for the six parcels of land that comprise the South Street Hospital. These objectives include the establishment of a promenade and park space adjacent to the Thames River, extending the street network to provide connections to the Thames River, allow a level of residential intensity to be transit supportive, and provide a diversity of housing types to allow for growing in place. Neighbourhood Movement summarizes key projects and studies that should be undertaken to improve pedestrian and vehicular movements within the community. Some initiatives identified include improving the various level crossings and underpasses along the CN Rail corridor, improving connections across the Thames River, and studying the feasibility of returning South Street and Grey Street to two-way traffic. Neighbourhood Places identifies key initiatives for creating better places to socialize and promote improved opportunities for retail/commercial and greater connections to public transit. These initiatives include flexible zoning, an incentive program for commercial buildings, and the establishment of a business improvement area (BIA). Neighbourhood Public Spaces suggests initiatives to establish public spaces within the neighbourhood such as the introduction of recreational opportunities on the Thames River, creating new park spaces, establishing riverfront views and enhance tree planting and landscaping on City boulevards on local streets. 7

8 South Street Campus Lands Development City of London TRANSPORTATION IMPACT ASSESSMENT 1.4 Proposed Development The site of the proposed development is currently occupied by the decommissioned South Street Hospital complex and its associated support buildings. The City of London envisions the development of six land parcels, which comprise the South Street Campus Lands. A concept drawing illustrating the location of the six subject parcels is attached to this report as Appendix A. It is anticipated that parcels 1 and 2 will be developed within the next five years (2017) with full build-out reached by Table 1 summarizes the expected development levels for each land parcel. These figures were provided by City staff and developed based on the South of Horton Street Community Improvement Plan. Table 1 Potential Development Program Parcel Total Commercial (sq.m.) 3, ,500 Live/Work (units) Residential (units) ,325 Parking (spaces) ,260 As seen above, the envisioned development for the South Street Campus Lands is comprised primarily of residential units with additional live/work units on parcel one and parcel four, and a street level commercial component on parcel one. It is expected that a total of 3,700 new residents will be attracted to these developments. In June 2012, FinCore Consulting (FinCore) submitted a proposal to the City of London for the development of a health and wellness centre on parcel one. When compared to the SoHo CIP plan, the FinCore proposal included a substantially larger portion of commercial space with no live/work units and a moderate increase to residential units. Table 2 provides a summary of the proposed level of development and the site plan is provided in Appendix B. Table 2 Proposed Parcel 1 Development, FinCore Consulting Parcel 1 Commercial (sq.m.) 20,390 Live/Work (units) - Residential (units) 534 Parking (spaces) 1,050 8

9 South Street Campus Lands Development City of London TRANSPORTATION IMPACT ASSESSMENT 1.5 Study Area In consultation with City of London staff, the study area for this assessment has been defined as the area bounded by Richmond Street to the west, Dufferin Avenue to the north, Adelaide Street to the east, and the Thames River to the south. The subject site is located at the south end of this area, adjacent to the Thames River while the north end is occupied by the downtown core of the City of London Intersections Due to the large number of intersections contained within the study area, only significant intersections were selected to be included in this assessment. These intersections were chosen based on the routes likely to be used by residents within the SoHo community. Dufferin Avenue at: Richmond Street Wellington Street Colborne Street Dundas Street at: Richmond Street Wellington Street Colborne Street Maitland Street Adelaide Street Grey Street at: South Street at: Richmond Street Wellington Street Colborne Street Maitland Street Adelaide Street Wellington Street Colborne Street Maitland Street Adelaide Street York Street at: Richmond Street Wellington Street Colborne Street Maitland Street Nelson Street at: Maitland Street Adelaide Street Horton Street at: Richmond Street Wellington Street Colborne Street Maitland Street Adelaide Street 9

10 South Street Campus Lands Development City of London TRANSPORTATION IMPACT ASSESSMENT Roadways The following roadways will be considered as part of this assessment: Adelaide Street is a north-south arterial roadway with a four-lane cross-section and a posted speed limit of 50 km/h within the study area. To the south, Adelaide Street terminates at Commissioners Road in the vicinity of Victoria Hospital while to the north it continues beyond the limit of the City of London. Colborne Street is a collector roadway operating northerly from Nelson Street within the South of Horton Street community and terminating at Huron Street. Within the study area, Colborne Street operates with a two-lane cross-section and a posted speed limit of 50 km/h. Dufferin Avenue is an east-west collector roadway operating at the northern limit of the study area. Operating with a two-lane cross-section and a posted speed limit of 50 km/h, Dufferin Avenue travels westerly from Adelaide Street to Ridout Street. Dundas Street is an east-west arterial roadway with a two to three-lane crosssection and a posted speed limit of 50 km/h. To the west, Dundas Street originates as an extension of Riverside Drive and continues eastward through the downtown core and beyond the limit of the City of London. Grey Street is a one-way westbound local roadway with a posted speed limit of 50 km/h. Operating between Adelaide Street to the east and Richmond Street to the west, Grey Street is a main access road for the SoHo community. Hamilton Road is an arterial roadway with a four-lane cross-section and operates as a continuation of Horton Street to the east of Maitland Street. Within the study area, Hamilton Road operates with a posted speed limit of 50 km/h. Horton Street East is an arterial roadway with a four-lane cross-section and a posted speed limit of 50 km/h. To the west, Horton Street becomes Springbank Drive while to the east, it becomes Hamilton Road beyond Maitland Street. Maitland Street is a collector roadway that travels parallel to Colborne Street one block to the east. Within the study area, Maitland Street operates with a two-lane cross-section and a posted speed limit of 50 km/h. Richmond Street is an arterial roadway operating in a north-south orientation with a four-lane cross-section and a posted speed limit of 50 km/h. Originating at the Thames River, Richmond Street continues northerly through the City of London to the Town of Exeter. 10

11 South Street Campus Lands Development City of London TRANSPORTATION IMPACT ASSESSMENT South Street is a one-way eastbound local roadway with a posted speed limit of 50 km/h. Operating between Adelaide Street to the east and Clarence Street to the west, South Street is a primary access road for the SoHo community. Wellington Street is a north-south arterial roadway with a four-lane cross-section and a posted speed limit of 50 km/h within the study area. To the north, Wellington Street terminates approximately two-blocks north of the study area limit at Pall Mall Street while to the south it continues beyond the City of London to the City of St. Thomas. York Street is an east-west arterial roadway within the downtown core that operates with a four-lane cross-section and a posted speed limit of 50 km/h. Figure 2 illustrates the existing roadway network configuration including intersection control (stop or signalized), lane configurations, and one-way streets. 11

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14 South Street Campus Lands Development City of London TRANSPORTATION IMPACT ASSESSMENT 2.0 Existing Conditions 2.1 Existing Traffic Volumes Existing traffic volume data for the study area intersections was obtained from the City of London. As per the City of London Transportation Impact Assessment Guidelines, any counts older than three years were updated by Delcan to accurately reflect current conditions within the study area (hospital decommissioned). Table 3 summarizes the traffic volume counts used in this assessment. Table 3 Existing Traffic Volume Data Intersection Source Count Date York St. at Richmond St. Delcan November 26, 2012 York St. at Wellington St. City of London April 30, 2008 York St. at Colborne St. City of London September 7, 2011 York St. at Maitland St. Delcan November 21, 2012 Horton St. E. at Richmond St. Delcan December 3, 2012 Horton St. E. at Wellington St. Delcan December 4, 2012 Horton St. E. at Colborne St. Delcan December 5, 2012 Horton St. E. at Maitland St. Delcan December 6, 2012 Hamilton Rd. at Adelaide St. N. City of London June 13, 2011 Grey St. at Richmond St. Delcan May 21, 2009 Grey St. at Wellington St. Delcan March 30, 2009 Grey St. at Colborne St. Delcan November 19, 2012 Grey St. at Maitland St. Delcan November 22, 2012 Grey St. at Adelaide St. N. City of London April 15, 2010 South St. at Wellington St. Delcan April 9, 2012 South St. at Colborne St. Delcan November 20, 2012 South St. at Maitland St. Delcan November 26, 2012 South St. at Adelaide St. N. Delcan November 28, 2012 Nelson St. at Maitland St. Delcan November 27, 2012 Nelson St. at Adelaide St. N. Delcan November 29, 2012 Dufferin Ave. at Richmond St. Delcan November 21, 2012 Dufferin Ave. at Wellington St. City of London April 5, 2012 Dufferin Ave. at Colborne St. Delcan November 29, 2012 Dundas St. at Richmond St. Delcan November 27, 2012 Dundas St. at Wellington St. Delcan November 27, 2012 Dundas St. at Colborne St. Delcan November 29, 2012 Dundas St. at Maitland St. City of London October 31, 2011 Dundas St. at Adelaide St. N. City of London April 26, 2012 It should be noted that due to errors found in the November 9, 2011 count at the intersection of York Street and Wellington Street, an April 30, 2008 count was substituted as arrangements for an updated survey were unable to be made. All counts older than 2012 were factored by 1.5% per annum to accurately reflect the existing levels of traffic at these locations. The existing AM and PM peak hour traffic volumes within the study area are summarized in Figure

15 South Street Campus Lands Development City of London TRANSPORTATION IMPACT ASSESSMENT 2.2 Downtown Traffic Signal Coordination Network In June 2009, Delcan completed a Downtown Traffic Signal Network Optimization report for the City of London that analyzed the operations of 65 signalized intersections within the downtown core and put forward recommendations to coordinate this network using the centralized traffic signal management system (ACTRA). Within the coordinated network, changes to the timing plan of one intersection will affect the operations at others nearby as well as the overall flow of traffic on the major corridors. The majority of signalized intersections within the study area are part of this coordinated network. During development of the coordinated timing plan, a design decision was made in consultation with City of London staff to optimize east-west routes (King Street, Dundas Street, etc.) over north-south routes such as Wellington Street and Adelaide Street. As a result of this, northbound and southbound traffic in the downtown core can experience significant delays due the lack of coordination in these directions. Any locations where capacity issues exist relating to the coordination pattern in the network will be identified however, no improvements will be possible outside of a full-scale review of the coordinated network timings. 2.3 Existing Traffic Operations Current timings for the signalized intersections within the study area were obtained from the City of London. A Synchro (macroscopic) analysis of the existing traffic levels was undertaken to determine if there are any problematic intersections based on lane or approach Level of Service (LOS), delay time (expressed as seconds per vehicle), or capacity (v/c ratio). Level of Service provides insight into how well the intersection is operating and is expressed as a letter between A and F, based on the delay experienced for a movement or intersection. Capacity is measured as a ratio of volume to the overall capacity of a movement or intersection (i.e. 50 vehicles on a movement with 100 vehicle capacity, v/c = 0.50). Synchro analysis for both signalized and unsignalized intersections was completed using the Highway Capacity Manual (HCM). Output reports summarizing the Synchro analysis are attached to this report as Appendix C. The existing signalized and unsignalized operations at the study area intersections are summarized in Table 4. As per the City of London Transportation Impact Assessment Guidelines, any critical movements within the study area have been identified. Critical movements are defined as: Through or shared through/turning movements with a v/c ratio of 0.90 or above; Exclusive movements with a v/c ratio of 0.90 or above; and Queues for an individual movement and turning movement projected to exceed available lane storage (95 th percentile queue). 16

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17 Table 4 Existing Traffic Operations Signalized Intersections AM PEAK HOUR PM PEAK HOUR Intersection Critical Movements Critical Movements LOS Delay v/c LOS Delay v/c Movement LOS Delay v/c Queue (m) Movement LOS Delay v/c Queue (m) Dufferin Street at Richmond Street C C EB Left F Dufferin Street at Wellington Street B C Dufferin Street at Colborne Street A C Dundas Street at Richmond Street B C Dundas Street at Wellington Street C C SBL D #58 Dundas Street at Colborne Street B C Dundas Street at Maitland Street A A Dundas Street at Adelaide Street B C York Street at Richmond Street B B NBT C EBL F York Street at Wellington Street C D NBL E #74 SBT F York Street at Colborne Street C C York Street at Maitland Street A A Horton Street at Richmond Street C C NB Left F #51 Horton Street at Wellington Street C EBL E #47 NB Left E #88 C NB Thru C Horton Street at Colborne Street B C Horton Street at Maitland Street A A Hamilton Street at Adelaide Street C SB Left D #48.5 D SB Left F #104 Grey Street at Wellington Street A B Grey Street at Colborne Street A A Nelson Street at Adelaide Street A A Unsignalized Intersections AM PEAK HOUR PM PEAK HOUR Intersection Highest Individual Highest Individual LOS Delay Queue (m) Movement Movement LOS Delay Queue (m) Grey Street at Richmond Street EB Through C WB E Grey Street at Maitland Street WB Through A 8.2 WB Through A 8.3 Grey Street at Adelaide Street NB Left A NB Left A South Street at Wellington Street SB Left D NB Left C South Street at Colborne Street EB Through A EB Through A 8.2 South Street at Maitland Street SB Through A 9.9 SB Through A South Street at Adelaide Street EB Left/Right D EB Left/Right C Nelson Street at Maitland Street SB Through A SB Through B # = Over Capacity

18 South Street Campus Lands Development City of London TRANSPORTATION IMPACT ASSESSMENT Overall, intersections within the study area are expected to operate well during both the AM and PM peak hours. Level of Service (LOS) ranges from LOS A to LOS D with an average delay of 17 seconds per vehicle during the AM peak hour and 22 seconds in the PM peak hour. All intersections are anticipated to operate under capacity, with a small number approaching capacity. A moderate number of left turn movements throughout the study area were found to be critical due to capacity and/or queuing issues. Where capacity issues exist, mitigation may be possible through minor alterations to the traffic signal timing plan (discussed further below). Where there is insufficient storage space however; mitigation is only possible through physical alterations to the impacted intersections. An initial review of the affected movements indicated that physical improvements would not be possible due to property limitations or the potential impact to other movements (i.e. back to back left turn lanes). It should be noted that a small number of northbound and southbound through movements along Wellington Street at York Street and Horton Street were found to be critical. This is due to delay introduced by the east-west optimization of the coordinated traffic signal network (as discussed above) which breaks up the flow of the opposing north-south traffic flows. 2.4 Potential Operational Improvements Timings at intersections with critical movements were analyzed to determine if any changes could be incorporated without significantly affecting the operations of other movements. It was found that the following minor adjustments could be incorporated: Horton Street at Wellington Street Increase east-west split by one second from north-south split; increase eastbound left turn phase to 12 seconds. Dufferin Avenue at Richmond Street Addition of eastbound left turn phase with a total split of 8 seconds. Horton Street at Richmond Street Addition of northbound left turn phase with a total split of 8 seconds. Hamilton Road at Adelaide Street Extend southbound left turn phase by 5 seconds (20 second total split). 19

19 South Street Campus Lands Development City of London TRANSPORTATION IMPACT ASSESSMENT 2.5 Existing Transit Facilities Routes London Transit Commission currently operates numerous routes within the study area as many routes terminate or travel through the downtown core. As such, only routes within the immediate vicinity of the SoHo neighbourhood will be considered in this assessment. Route 1 Kipps Lane / Thompson Road operates in a general north-south orientation from Adelaide Street and Kipps Lane in the north to Commissioners Road and Deveron Crescent in the south. In the vicinity of the subject site, Route 1 completes a loop via Wellington Street / Grey Street / Colborne Street / South Street and services many stop location within this loop. Service is offered from approximately 6:00 am until 12:30 am at 15 minute intervals during the AM and PM peak hours. Route 3 Hamilton Road operates in an east-west orientation along Horton Street and Hamilton Road between River Run Road in the east and Richmond Street in the west. Service is offered from approximately 6:00 am to 12:30 am during the week at 15 minute intervals during the AM and PM peak hours. In the vicinity of the subject site, Route 3 operates along the northern edge of the SoHo community. Route 13 Wellington operates north-south on the Wellington Street and Richmond Road corridors. In the north, the route terminates in the vicinity of Fanshawe Park Road and Adelaide Street while to the south it terminates at Wellington Street and Exeter Road. Service is offered from approximately 6:00 am to 12:30 am during the week at 30 minute intervals during the AM and PM peak hours. In the vicinity of the subject site, Route 13 operates along Wellington Street on the west side of the proposed development. Route 16 Adelaide operates in a north-south orientation along the Adelaide Street corridor. To the north, the route terminates at the Masonville Mall while in the south it terminates in the area of Commissioners Road and Deveron Crescent. Service is offered from approximately 6:00 am to 12:30 am during the week at 15 minute intervals during the AM and PM peak hours. Route 16 operates to the east of the subject site on Adelaide Street. Figure 4 illustrates these routes within the vicinity of the proposed development. 20

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22 South Street Campus Lands Development City of London TRANSPORTATION IMPACT ASSESSMENT Ridership Existing boarding and alighting data for all stops in the vicinity of the proposed development was obtained from the London Transit Commission. This data was summarized to determine the approximate usage of each route by residents of the SoHo community and is presented below in Table 5. Table 5 Existing Transit Ridership Route % 1 Kipps Lane/Thompson Road 30% 3 Hamilton Road 16% 13 Wellington 30% 16 Adelaide 24% As seen above, the majority (60%) of transit usage in the vicinity of the proposed development is on the two routes travelling along the Wellington Street corridor. The Horton Street route has the lowest ridership in the area with 16% while Route 16 Adelaide has 24% usage. 2.6 Existing Cycling Facilities A small number of bicycle routes and lanes are currently in place within the study area. Bicycle road routes can be signed or unsigned while bike lanes must be fully marked and signed. Within the vicinity of the subject site, a signed bicycle road route is provided on Nelson Street travelling westerly from Adelaide Street and turns north to Colborne Street where it becomes a signed and marked on street bicycle lane north of Horton Street. From Horton Street, this lane continues north with a connection to the King Street bicycle lane prior to terminating at Queens Avenue. On Dufferin Avenue, a signed bicycle road route travels westward from Colborne Street. 2.7 Existing Pedestrian Facilities A multi-use pathway is located along the shores of the Thames River within the study area. The pathway is generally located on the north side of the River however, it switches to the south side between Wellington Street and Adelaide Street. No street level roadway crossings are required as users of this pathway can access the east and west sides of both Wellington Street and Adelaide Street directly from the trail. Sidewalks are currently in place on both sides of all study area roadways. 23

23 South Street Campus Lands Development City of London TRANSPORTATION IMPACT ASSESSMENT 3.0 Future Growth and Site Traffic 3.1 Background Traffic Background traffic volumes are comprised of vehicle trips generated by other developments within the vicinity of the subject site and general increases on the roadway network due to general growth outside of the study area. Background traffic volumes will be projected for three horizon years as per the City of London Transportation Impact Assessment Guidelines: 2017 (Phase 1), 2022 (Phase 2 full build-out), and 2027 (five years beyond full build-out) Future Developments Following discussion with City of London staff, it was determined that no developments within the study area require inclusion in this assessment Future Growth In consultation with City of London staff, a background growth rate of 1.5% per annum was determined to accurately represent the level of anticipated growth on the roadway network in the vicinity of the proposed development. 3.2 Future Background Traffic Volumes The total future background traffic volumes at each horizon year were determined by applying the future growth rate to the existing traffic volumes. The resulting volumes for the 2017, 2022, and 2027 horizon years are summarized in Figure 5, Figure 6, and Figure 7 respectively. 24

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27 South Street Campus Lands Development City of London TRANSPORTATION IMPACT ASSESSMENT 3.3 Site Traffic Proposed Development The City of London envisions the development of six parcels of land which currently comprise the South Street Campus Lands. Development would include a total of 37,674 sq. ft. of commercial space, 205 live/work units, and 1,325 residential units. Construction would occur in two phases with parcels one and two built by 2017 and the remaining four parcels by Trip Generation Trip generation was completed for each parcel of land using equations from the Institute of Transportation Engineers (ITE) Trip Generation Manual, 8 th Edition. The resulting trip totals for the proposed development is summarized below in Table 6. Peak Hour AM PM Parcel 1 Land Use Code Table 6 Trip Generation Description Size Units Rate Total IN OUT Retail Live/Work Residential KSF Units Units Subtotal Parcel 1: Residential 400 Units Residential 30 Units Live/Work Residential Units Units Subtotal Parcel 4: Residential 20 Units Residential 250 Units Total: Retail Live/Work Residential KSF Units Units Subtotal Parcel 1: Residential 400 Units Residential 30 Units Live/Work Residential Units Units Subtotal Parcel 4: Residential 20 Units Residential 250 Units Total:

28 South Street Campus Lands Development City of London TRANSPORTATION IMPACT ASSESSMENT FinCore Consulting Parcel 1 Proposal The trip generation for the Parcel 1 proposal by FinCore consulting (summarized below in Table 7) was compared to the trip totals calculated above to determine if a sensitivity analysis would be required. Trip generation for this proposal was obtained from a transportation impact assessment prepared by F.R. Berry & Associates in October Peak Hour AM PM Land Use Code Table 7 Trip Generation, FinCore Parcel 1 Description Size Units Rate Total IN OUT Medical Offices Treatment Facilities Rooms and Studios Retail Townhouses Seniors Apartments High Rise Apartments Medical Offices Treatment Facilities Rooms and Studios Retail Townhouses Seniors Apartments High Rise Apartments Employees Employees Beds KSF Units Units Units Employees Employees Beds KSF Units Units Units Total: Total: The proposed FinCore development for Parcel 1 is expected to generate 42 fewer total trips in the AM peak hour than the City of London development scenario and 154 fewer trips during the PM peak hour. Once reductions for transit and pedestrian trips are factored in, the differences decrease to 18 trips and 101 trips during the AM and PM peak hours respectively. As these differences are likely to be insignificant once the trip distribution and assignment is performed, and the City scenario is the worst-case, a sensitivity analysis will not be required. 30

29 South Street Campus Lands Development City of London TRANSPORTATION IMPACT ASSESSMENT 3.4 Modal Split The modal split for this assessment was determined in consultation with City of London staff and considers the corporate growth targets set out in the Smart Moves Transportation Master Plan. Table 8 summarizes the percentage of trips allocated to vehicles, transit, and active modes of transportation (i.e. pedestrians, cyclists). Table 8 Modal Split Mode % Auto 80% Transit 15% Active 5% The total number of trips in each peak hour will be divided using these ratios to determine the total number of auto trips that will be added to the network. 3.5 Vehicle Trip Distribution The vehicular trips generated by the new development were distributed based on engineering judgment as to where the likely origins and destination would be. As the parcels will be mostly comprised of market rate condominiums, major trip generators would likely include Highway 401/south London, Western University (units rented to students), and various locations in the vicinity of the downtown core. The commercial and live/work units are likely to attract trips from outside the downtown core and as such, some trips have been distributed to areas away from the major generators. Table 9 summarizes the directional distribution used for this assessment. Table 9 Directional Distribution Direction % North 20% South 30% East 15% West 35% 3.1 Vehicle Trip Assignment Trips were assigned to the roadway network based on the most likely travel patterns and convenient routes available. It should be noted that as this development is in close proximity to the downtown core, and surrounded by a large grid format roadway network, actual trip assignment may vary due to the large number of options available to motorists. 3.2 Projected Site Traffic Volumes The resulting site traffic volumes for the 2017 (Phase 1) and 2022 (Full Build-Out) horizon years are summarized in Figure 8 and Figure 9 respectively. 31

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34 South Street Campus Lands Development City of London TRANSPORTATION IMPACT ASSESSMENT 4.0 Future Transportation Network 4.1 Future Roadway Network No future roadways are currently planned within the SoHo community or the greater study area. As stated above, one of the objectives of the Community Improvement Plan was the study of returning South Street and Grey Street to two-way traffic operations. This assessment analyzed these modifications, the results of which are summarized further in this report. 4.2 Future Transit Facilities The City of London s Transportation Master Plan (Smart Moves) identifies the need for a future rapid transit network consisting of a north-south line in the Richmond/Wellington corridor and an east-west line in the Oxford/Dundas corridor, serving the downtown core and broader central area. Bus Rapid Transit (BRT) could be supported with the current level of growth in the City (1%) if 40% of the growth is directed to the Downtown and these transit corridors. Light Rail Transit (LRT) could be justified if stronger overall growth of greater than 40% intensification materializes. A target date of 2020 has been identified for having both lines in place with close to 100% levels of transit priority. This target, while optimistic, recognizes that a significant amount of road widening will be required to provide exclusive transit lanes. With a BRT network, improved services can be phased as corridor improvements take place whereas an LRT network would require significant improvements from the outset. In the vicinity of the subject site, the rapid transit network would be located to the west on Wellington Street. Typically, stops along rapid transit routes are placed at major intersections. The nearest major intersection to the proposed development on the Wellington Street corridor is at Horton Street, approximately 550 metres north of South Street. Due to the planned intensification of the SoHo neighbourhood, and its proximity to walking and cycling routes, it is likely that a stop may be located closer to the subject site. 37

35 South Street Campus Lands Development City of London TRANSPORTATION IMPACT ASSESSMENT Impact of Proposed BRT It is expected that many transit users along the proposed rapid transit corridors would be drawn to the new service as opposed to the existing bus routes. It is also likely that residents in these areas may be willing to walk further to access the new service due to its convenience. As such, it is expected that all existing bus routes in the vicinity of these corridors will experience a shift in ridership as patrons develop new travel patterns. Due to this, some existing transit routes may become redundant in the future horizon years. The implementation of a rapid transit network will have a significant impact on the cross-section of Wellington Street in the vicinity of the proposed development. Wellington Street will require widening to accommodate dedicated transit lanes without impacting the current levels of vehicle capacity. Depending on the outcome of an Environmental Assessment (EA) report, the dedicated transit lanes could be placed in a median, or within the curb lanes of the roadway. Both potential designs will impact on-street parking, left-turn lanes, and storage space. With the addition of transit priority in these corridors, all signalized intersections (including the downtown coordination network) will require a review of traffic signal timings to accommodate the required transit phases. 4.3 Future Cycling Network According to the City of London Bicycle Master Plan released in March 2005, no new recreational or on-street bicycle routes are planned within the vicinity of the proposed development. To promote active transportation within the new development, a new on or off-road bicycle route should be considered to connect the existing route on Nelson Street to Wellington Street on the north side. This would provide a continuous route on the north side of the river as the riverfront recreational trail shifts to the south side between Wellington Street and Adelaide Street. 38

36 South Street Campus Lands Development City of London TRANSPORTATION IMPACT ASSESSMENT 4.4 Future Pedestrian Facilities Overall, the existing pedestrian facilities within the study area are adequate however, the CN railway corridor remains a barrier for pedestrians travelling to and from downtown. The SoHo Community Improvement Plan recognizes this impediment to creating a pedestrian friendly community and recommended a number of improvements: Waterloo Street Pedestrian Bridge over CN Rail; Widen Wellington Street Pedestrian Underpass at CN Rail; and Widen Richmond Street Pedestrian Underpass at CN Rail. Additionally, the CIP recommends that sidewalk widening be part of the regular replacement program in the area. This will aid pedestrian movements within the SoHo community. 4.5 Total Future Traffic Volumes The site trips and future background traffic volumes calculated previously were added together at each horizon year to determine the total future traffic volumes. These volumes are presented in Figure 10, Figure 11, and Figure 12 for the 2017, 2022, and 2027 horizon years respectively. 39

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41 South Street Campus Lands Development City of London TRANSPORTATION IMPACT ASSESSMENT 5.0 Future Traffic Operations A Synchro analysis was undertaken for the background and total future traffic scenarios at each horizon year to determine the impact of the proposed development on the surrounding roadway network. These operations are summarized by year in the following sections Horizon (Phase 1) Background Traffic Operations, 2017 Horizon Intersection operations for the 2017 background traffic scenario are summarized in Table 10. With 2017 background traffic volumes, intersections within the study area are operating well overall with level of service generally ranging from LOS A to LOS D and an average delay of 19 seconds during the AM peak hour and 24 seconds in the PM peak hour. A number of intersections within the downtown core and on the outer limits of the SoHo neighbourhood develop critical movements at this horizon year. Many of these critical movements are due to capacity issues on left turn movements however, some queuing issues are present. Where queuing issues exist, a review of the existing roadway geometry was undertaken to determine if any physical improvements were possible to increase capacity at these locations. This review found that roadway expansions were not possible at any location due to constrained right-of-way widths within the study area. It should be noted that this is typical of a downtown core roadway network as land development did not take place with future roadway expansion in mind. It was determined that the addition of an eastbound left turn movement with a total split of 8 seconds would improve the operation of this movement at the intersection of York Street at Colborne Street. Signal timing adjustments were not possible at a majority of intersections as adding time to one movement would be significantly detrimental to any opposing movement (i.e. adding time to a westbound left would adversely affect the eastbound through). It should be noted that a number of north-south through movements were found to be critical during this horizon year, although this can be attributed to the east-west bias strategically built into the downtown coordination network, which can be improved during a full scale review of the network. 45

42 South Street Campus Lands Development City of London TRANSPORTATION IMPACT ASSESSMENT Potential Operational Improvements, 2017 Background Timings at intersections with critical movements were analyzed to determine if any changes could be incorporated without significantly affecting the operations of other movements. It was found that the following minor adjustment could be incorporated: York Street at Colborne Street Addition of an eastbound left turn phase with a total split of 8 seconds Total Future Traffic Operations, 2017 Horizon The total future traffic operations for the 2017 horizon year are summarized in Table 11. Overall, the addition of trips generated by Phase 1 of the proposed development have a minimal effect on the surrounding roadway network. Operations on the critical movements identified previously in the 2017 background traffic scenario have declined slightly due to the additional volumes. The westbound left at the intersection of Horton Street at Wellington Street has become critical in the PM peak hour, and the intersection has been pushed to, or over capacity in both peaks. This is not necessarily due to the addition of site traffic however, as this intersection was operating very close to capacity during the background scenario and it is likely that a small fluctuation in traffic would create and over capacity situation. It should be noted that all internal intersections of the SoHo community are expected to continue operation well with the addition of site generated traffic. 46

43 Table Background Traffic Operations Signalized Intersections AM PEAK HOUR PM PEAK HOUR Intersection Critical Movements Critical Movements LOS Delay v/c LOS Delay v/c Movement LOS Delay v/c Queue (m) Movement LOS Delay v/c Queue (m) Dufferin Street at Richmond Street C C EBL E #53 Dufferin Street at Wellington Street B C Dufferin Street at Colborne Street B C Dundas Street at Richmond Street B C Dundas Street at Wellington Street C C SBL E #68 Dundas Street at Colborne Street B C Dundas Street at Maitland Street A A Dundas Street at Adelaide Street B D York Street at Richmond Street B C EBT E #134 EBL F > York Street at Wellington Street D WBL E WBL E E NBT D NBL E #72 SBT F York Street at Colborne Street C EBL F C WBL C #43 York Street at Maitland Street A A Horton Street at Richmond Street C EBL D #108 C EBL E #52 EBL D #36 Horton Street at Wellington Street D NBT E NBL F > #96 C SBT C Horton Street at Colborne Street B C Horton Street at Maitland Street A A NBL D #49 WBL D #47 Hamilton Street at Adelaide Street C SBL E #52 D NBT E SBL E #97 Grey Street at Wellington Street B B Grey Street at Colborne Street A A Nelson Street at Adelaide Street A A Unsignalized Intersections AM PEAK HOUR PM PEAK HOUR Intersection Highest Individual Highest Individual LOS Delay Queue (m) Movement Movement LOS Delay Queue (m) Grey Street at Richmond Street EB C WB F Grey Street at Maitland Street WB A 8.3 WB A 8.5 Grey Street at Adelaide Street NBL A NBL A South Street at Wellington Street SBL E NBL D South Street at Colborne Street EB A 9.3 EB A 8.3 South Street at Maitland Street NB A SB A South Street at Adelaide Street EB E EB C Nelson Street at Maitland Street NB A SB B # = Over Capacity

44 Table Total Future Traffic Operations Signalized Intersections AM PEAK HOUR PM PEAK HOUR Intersection Critical Movements Critical Movements LOS Delay v/c LOS Delay v/c Movement LOS Delay v/c Queue (m) Movement LOS Delay v/c Queue (m) Dufferin Street at Richmond Street C C EBL E #53 Dufferin Street at Wellington Street B C Dufferin Street at Colborne Street B C Dundas Street at Richmond Street B C Dundas Street at Wellington Street C C SBL E #70 Dundas Street at Colborne Street B C Dundas Street at Maitland Street A A Dundas Street at Adelaide Street B D York Street at Richmond Street B C EBT E EBL F > York Street at Wellington Street D WBL E WBL E #97 E NBT E NBL E #70 SBT F #219 York Street at Colborne Street C C WBL C #43 York Street at Maitland Street A A EBL D #116 NBL E #55 Horton Street at Richmond Street C SBL F #42 C EBL D #50 EBL D #35 Horton Street at Wellington Street D NBL C #65 WBL F D NBT E NBL F > #123 SBT C Horton Street at Colborne Street C C Horton Street at Maitland Street A A NBL D #49 WBL D #50 Hamilton Street at Adelaide Street C SBL D #52 D NBT E SBL E #97 Grey Street at Wellington Street B B Grey Street at Colborne Street B A Nelson Street at Adelaide Street A A Unsignalized Intersections AM PEAK HOUR PM PEAK HOUR Intersection Highest Individual Highest Individual LOS Delay Queue (m) Movement Movement LOS Delay Queue (m) Grey Street at Richmond Street EB D WB F Grey Street at Maitland Street WB A 8.3 WB A 8.5 Grey Street at Adelaide Street NBL A NBL A South Street at Wellington Street SBL E NBL D South Street at Colborne Street EB B 10.3 EB A 9.2 South Street at Maitland Street SB B SB A South Street at Adelaide Street EB D EB C Nelson Street at Maitland Street SB B SB B # = Over Capacity

45 South Street Campus Lands Development City of London TRANSPORTATION IMPACT ASSESSMENT Horizon (Full Build-Out) Review of Downtown Coordination Network By the 2022 horizon, the City expects the bus rapid transit network to be in place on the Wellington/Richmond and Oxford/Dundas corridors. Because of the need to install transit priority at intersections along this corridor, and that the original Downtown Network Optimization report will be older than ten years, a detailed review of the downtown coordination network should take place prior to this horizon year. Due to this, the traffic signal timings at the majority of intersections within the study area will change, altering the future operations. As such, detailed intersection analyses for the remaining 2022 and 2027 horizon years in this assessment will be limited to the area south of the CN Railway corridor. While some intersections in this area are still part of the coordination network, they operate as access points to the SoHo community and will continue to be analyzed with the existing timing plans in place Background Traffic Operations, 2022 Horizon As with the 2017 horizon, a Synchro analysis was completed for the background traffic at the 2022 horizon year. The results of this analysis are summarized in Table 12. A number of movements are projected to become critical during the 2022 horizon aside from those discussed previously in the 2017 future background scenario. During the AM peak hour, the eastbound left and northbound through movements at the intersection of Hamilton Road and Adelaide Street will be approaching capacity. As with movements in the PM peak hour, this is caused by the large volume of vehicles utilizing this intersection and the lack of available capacity due to the limitations of the traffic signal timing plan. While the intersection is not yet operating over capacity, these individual movements are becoming constrained. During the PM peak hour, the westbound left and northbound through movements at the intersection of Horton Street and Wellington Street will begin operating at or approaching capacity. This is due to the domino effect of the previous critical movements identified in the 2017 future background scenario. As one movement reaches capacity, it will in turn cause constraints on other movements until the whole intersection reaches capacity. The individual movements at this intersection will continue to reach capacity as volumes on the network increase into the future. A similar situation exists at the intersection of Hamilton Road and Adelaide Street during the PM peak hour where no excess capacity exists to improve operations and as such, the northbound left turn phase is now approaching capacity. 49

46 South Street Campus Lands Development City of London TRANSPORTATION IMPACT ASSESSMENT The intersections of Horton Street at Wellington Street and Hamilton Road at Adelaide Street can be considered as gateway intersections to the downtown core of the City of London as they both provide grade-separated access across the CN Railway corridor. Due to this, any review of the downtown coordination network should attempt to improve the north-south flow at these intersections to avoid the capacity issues projected in this assessment Total Future Traffic Operations, 2022 Horizon Site traffic for both phases of the proposed development was added to the projected background volumes to determine the total future traffic volumes for the 2022 horizon year. These volumes were analyzed using Synchro to determine the impact of the development on the surrounding roadway network. These operations are summarized in Table 13. As with the 2017 horizon year, the trips generated by the proposed development are not expected to significantly impact the roadway network beyond the already constrained movements and intersections. During the AM peak hour, the eastbound left and southbound left movements at the intersection of Horton Street and Richmond Street become critical, operating at LOS E and LOS F respectively. The eastbound left is critical due to the additional westbound through vehicles from the subject site delaying this movement. The southbound left is critical as site trips destined from Richmond Street are likely to utilize this movement to travel to the site. In the PM peak hour, the northbound left at the intersection of Horton Street and Richmond Street becomes critical due to site trips utilizing it to travel west on Horton Street. It was projected that this movement would be used as the northbound left turn movement at Horton Street and Wellington Street will be operating well over capacity during the PM peak hour in this horizon year. The eastbound through movement at the intersection of Horton Street and Wellington Street is also projected to become critical during the PM peak hour due to the addition of site traffic. As this intersection is already operating over capacity, any additional vehicles will drastically affect the performance of individual movements. The internal intersections within the SoHo community are projected to continue operating well during the 2022 horizon year. Primary access points will also continue to operate at acceptable levels of service. 50

47 Table Background Traffic Operations Signalized Intersections AM PEAK HOUR PM PEAK HOUR Intersection Critical Movements Critical Movements LOS Delay v/c LOS Delay v/c Movement LOS Delay v/c Queue (m) Movement LOS Delay v/c Queue (m) EBL D #142 C C Horton Street at Richmond Street SBL F #42 EBL E #43 EBL F #62 WBL F Horton Street at Wellington Street E NBT F #271 D NBL F > #105 NBT C SBT C Horton Street at Colborne Street C C Horton Street at Maitland Street A A EBL F > WBL D #59 Hamilton Street at Adelaide Street C NBL E #59 NBL F > #47 D NBT D NBT E SBL E #59 SBL F #108 Grey Street at Wellington Street B B Grey Street at Colborne Street A A Nelson Street at Adelaide Street A B Unsignalized Intersections AM PEAK HOUR PM PEAK HOUR Intersection Highest Individual Highest Individual LOS Delay Queue (m) Movement Movement LOS Delay Queue (m) Grey Street at Richmond Street EB C WB F Grey Street at Maitland Street WB A 8.4 WB A 8.7 Grey Street at Adelaide Street NBL A NBL A South Street at Wellington Street SBL F NBL D South Street at Colborne Street EB A 9.6 EB A 8.5 South Street at Maitland Street SB B SB A South Street at Adelaide Street EB E EB C Nelson Street at Maitland Street SB B SB B # = Over Capacity

48 Table Total Future Traffic Operations Signalized Intersections AM PEAK HOUR PM PEAK HOUR Intersection Critical Movements Critical Movements LOS Delay v/c LOS Delay v/c Movement LOS Delay v/c Queue (m) Movement LOS Delay v/c Queue (m) Horton Street at Richmond Street C EBL E #160 EBL D #88 C SBL F > #51 NBL F #62 EBL F #78 EBL D #41 NBL D #70 EBT D Horton Street at Wellington Street E NBT F > #277 WBL F > D NBL F > #131 NBT D SBT D Horton Street at Colborne Street C C Horton Street at Maitland Street A A EBL F > WBL E #65 Hamilton Street at Adelaide Street C NBL E #59 NBL F > #47 D NBT D NBT E SBL E #59 SBL F #108 Grey Street at Wellington Street B B Grey Street at Colborne Street B B Nelson Street at Adelaide Street A B Unsignalized Intersections AM PEAK HOUR PM PEAK HOUR Intersection Highest Individual Highest Individual LOS Delay Queue (m) Movement Movement LOS Delay Queue (m) Grey Street at Richmond Street EB D WB F > Grey Street at Maitland Street WB A 8.6 WB A 8.7 Grey Street at Adelaide Street NBL A NBL A South Street at Wellington Street SBL F NBL E South Street at Colborne Street EB B 11.3 EB B 10.1 South Street at Maitland Street SB B SB B South Street at Adelaide Street EB E EB C Nelson Street at Maitland Street SB B SB B # = Over Capacity

49 South Street Campus Lands Development City of London TRANSPORTATION IMPACT ASSESSMENT Horizon (5 Years Beyond Full Build-Out) Background Traffic Operations, 2027 Horizon The projected 2027 future background traffic volumes were analyzed to determine the operations of the roadway network without the proposed development in place. These operations are presented in Table 14. As with the 2022 total future traffic scenario, the eastbound left and southbound left movements at the intersection of Horton Street and Richmond Street will become critical during the AM peak hour with the addition of five more years of background traffic. Additionally, the westbound through, northbound left, and southbound left movements at the intersection of Hamilton Road and Adelaide Street will begin to operate at or approaching capacity during this peak hour, bringing the overall intersection above capacity. The unsignalized southbound left movement at South Street and Wellington Street and the unsignalized eastbound approach at South Street and Adelaide Street are projected to be operating at LOS F by this horizon year, likely causing vehicles to shift to other locations. The southbound left turns at South Street and Wellington Street will likely move north to the intersection at Hill Street while the eastbound movement at South Street and Adelaide Street will move south to the signalized intersection of Nelson Street and Adelaide Street. During the PM peak hour, the westbound through movement at the intersection of Horton Street at Wellington Street and the westbound left at the intersection of Hamilton Road and Adelaide Street will become critical in addition to the other movements at these locations previously identified. The northbound left at the unsignalized intersection of South Street and Wellington Street will become critical at LOS F with 55.6 seconds of delay per vehicle. This is due to minimal gaps in southbound traffic delaying vehicles waiting to complete this movement. 53

50 South Street Campus Lands Development City of London TRANSPORTATION IMPACT ASSESSMENT Total Future Traffic Operations, 2027 As with the previous horizon years, the addition of site traffic will have a minimal impact on traffic operations beyond locations and movements that are already constrained. The total future traffic operations for the 2027 horizon year are summarized in Table 15. The northbound left movement at the intersection of Horton Street and Wellington Street becomes critical during the AM peak hour due to the addition of site trips. At the unsignalized intersection of Grey Street at Richmond Street, the eastbound approach will begin operating at LOS E due to the increased volume of vehicles through this location. During the PM peak hour, the eastbound left turn movement at the intersection of Horton Street and Richmond Street is approaching capacity with the addition of site traffic. This is due to increased westbound through vehicles from the proposed development. 5.1 Summary of Future Operations Overall, the intersections providing access to the SoHo neighbourhood (Wellington Street at Grey Street, Horton Street at Colborne Street, Horton Street at Maitland Street, and Nelson Street at Adelaide Street) are operating well at the 2027 horizon year with no critical movements identified. Internally, intersections in the immediate vicinity of the proposed development will continue to operate well in the future with the proposed development in place. Constraints are projected to be present at the two gateway intersections to the downtown core (Horton Street at Wellington Street and Hamilton Road at Adelaide Street) in addition to the intersection of Horton Street at Richmond Street; however, these can be reviewed and improved when a revised downtown coordination network timing plan is developed. With the exception of a few movements, the unsignalized intersections surrounding the development are operating well and are expected to continue doing so in the 2027 horizon year. Based on this analysis, operational constraints outside of the SoHo neighbourhood are a result of background traffic growth and not the additional traffic from the proposed development. 54

51 Table Background Traffic Operations Signalized Intersections AM PEAK HOUR PM PEAK HOUR Intersection Critical Movements Critical Movements LOS Delay v/c LOS Delay v/c Movement LOS Delay v/c Queue (m) Movement LOS Delay v/c Queue (m) Horton Street at Richmond Street C EBL E #175 EBL D #100 C SBL F > #50 EBL F > #88 EBL E #49 NBL D #50 WBL F > Horton Street at Wellington Street E NBT F > #299 WBT D D NBL F > #112 NBT D SBT D Horton Street at Colborne Street C C Horton Street at Maitland Street A A EBL F > WBL F #76 WBT D NBL F > #54 Hamilton Street at Adelaide Street D NBL F > #70 E NBT F > NBT E SBL F > #121 SBL E #67 Grey Street at Wellington Street B NBT B B Grey Street at Colborne Street B B Nelson Street at Adelaide Street A B Unsignalized Intersections AM PEAK HOUR PM PEAK HOUR Intersection Highest Individual Highest Individual LOS Delay Queue (m) Movement Movement LOS Delay Queue (m) Grey Street at Richmond Street EB C WB F > Grey Street at Maitland Street WB A 8.6 WB A 8.9 Grey Street at Adelaide Street NBL A NBL A South Street at Wellington Street SBL F > NBL F South Street at Colborne Street EB A 10.0 EB A 8.6 South Street at Maitland Street SB B SB A South Street at Adelaide Street EB F EB C Nelson Street at Maitland Street SB B SB B # = Over Capacity

52 Table Total Future Traffic Operations Signalized Intersections AM PEAK HOUR PM PEAK HOUR Intersection Critical Movements Critical Movements LOS Delay v/c LOS Delay v/c Movement LOS Delay v/c Queue (m) Movement LOS Delay v/c Queue (m) EBL F #184 EBL E #106 Horton Street at Richmond Street D SBL F > #57 D NBL F > #72 SBL D #87 EBL F > #89 EBL E #46 NBL E #67 EBT D NBT F > #306 WBL F > #95 Horton Street at Wellington Street E E WBT D NBL F > #138 NBT D SBT E Horton Street at Colborne Street C C Horton Street at Maitland Street A A EBL F > WBL F #82 WBT D NBL F > #54 Hamilton Street at Adelaide Street D NBL F > #70 E NBT F > NBT E SBL F > #121 SBL E #67 NBT B WBL F #119 Grey Street at Wellington Street B C WBT E SBT B Grey Street at Colborne Street B B Nelson Street at Adelaide Street A B Unsignalized Intersections AM PEAK HOUR PM PEAK HOUR Intersection Highest Individual Highest Individual LOS Delay Queue (m) Movement Movement LOS Delay Queue (m) Grey Street at Richmond Street EB E WB F > Grey Street at Maitland Street WB A 8.7 WB A 8.9 Grey Street at Adelaide Street NBL A NBL A South Street at Wellington Street SBL F > NBL F South Street at Colborne Street EB B 11.9 EB B 10.4 South Street at Maitland Street SB B SB B South Street at Adelaide Street EB F EB C Nelson Street at Maitland Street SB B SB B # = Over Capacity

53 South Street Campus Lands Development City of London TRANSPORTATION IMPACT ASSESSMENT 6.0 Conversion of South Street and Grey Street 6.1 Overview As discussed previously, the South of Horton Community Improvement Plan identified the need to study the potential conversion of South Street and Grey Street from one-way to two-way operation. On major arterial corridors, one-way operation can provide many benefits including improved traffic signal coordination and overall improvement to the flow of traffic. In a neighbourhood context such as that of SoHo, the existing one-way operation of South Street and Grey Street provides simplified routes for travel into and out of the area as well as reduced delay to side street vehicles (only waiting for gaps in a single traffic flow). The drawback to this method of operation within a local setting is that it can become confusing to those unfamiliar with the setup and causes residents along these streets to backtrack when travelling in the neighbourhood. Additionally, intersections where these roads meet the arterial network can become congested as this setup funnels inbound and outbound traffic onto specific routes with few other options available. With two-way operation on South Street and Grey Street, motorists would be given greater choice in the routes used to access the development, minimizing the funnel effect described above, which in turn could improve the overall flow of traffic in the vicinity. Additionally, the congested southbound left turn at the intersection of South Street and Wellington Street would potentially be alleviated as some vehicles move up to the intersection at Grey Street to turn. Not all movements however, would experience an improvement. As the intersection of Wellington Street at Grey Street is signalized, it would likely remain as the primary exit point for a majority of trips heading north or south on Wellington Street and could see an increase in vehicles as motorists use it to enter the development from the west. 6.2 Reassignment of Vehicle Trips When reassigning trips to account for two-way operation on South Street and Grey Street, it was assumed that 50% of through and turning traffic from each roadway would shift to the other street. The intersection of Grey Street and Wellington Street was kept as the primary access point to and from Wellington Street for trips to the north and west. The revised study area traffic volumes are illustrated in Figure

54 South Street Campus Lands Development City of London TRANSPORTATION IMPACT ASSESSMENT 6.3 Revised Total Future Traffic Operations A Synchro analysis was undertaken to determine the revised 2027 total future traffic operations with two-way streets in place on South Street and Grey Street. The revised operations are summarized in Table 16. Overall, operations at the study area intersections remain largely the same with the implementation of two-way traffic on South Street and Grey Street. In the AM peak hour, the delay on the southbound left movement at the intersection of South Street and Wellington Street is greatly reduced to 54.8 seconds per vehicle but continues to operate at LOS F. During the PM peak hour the greatest change to operations occurs at the intersection of Grey Street and Wellington Street. The westbound left, westbound through, and southbound through movements at this intersection all become critical with the conversion to two-way traffic on Grey Street. This is largely due to the addition of eastbound through and turning movements, which increase delay to the increased westbound movements. As none of these movements are operating over capacity, it is likely that a signal timing adjustment would improve operations at this location. As this intersection is part of the downtown coordination network, this adjustment can be made during a review of these timings. 6.4 Preferred Configuration Based on the above analysis, it is preferred that South Street and Grey Street be converted from one-way operation to two-way operation. Doing so will improve flow within the neighbourhood and provide more access options from the arterial network. 6.5 Conceptual Plan and Infrastructure Requirements The infrastructure and operating requirements for converting South Street and Grey Street from one-way to two-way operations are summarized below. A conceptual plan illustrating these changes is attached to this report as Appendix D. The revised lane configurations were developed in conjunction with the Synchro model for this analysis period. If changes were found to not be needed based on the analysis, they were not included in the concept plan. 58

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57 Table Total Future Traffic Operations, Two Way Conversion Signalized Intersections AM PEAK HOUR PM PEAK HOUR Intersection Critical Movements Critical Movements LOS Delay v/c LOS Delay v/c Movement LOS Delay v/c Queue (m) Movement LOS Delay v/c Queue (m) Horton Street at Richmond Street D EBL F #184 EBL E #106 D SBL F > #52 NBL F > #76 EBL F > #90 EBT D NBL E #51 WBL F > #95 Horton Street at Wellington Street F NBT F > #277 WBT D E NBL F > #127 NBT D SBT E Horton Street at Colborne Street C C Horton Street at Maitland Street A A EBL F > WBL F #82 WBT D NBL F > #54 Hamilton Street at Adelaide Street D NBL F > #70 E NBT F > NBT E SBL F > #121 SBL E #67 Grey Street at Wellington Street C NBT C WBL F #146 C SBT B Grey Street at Colborne Street B B Nelson Street at Adelaide Street A B Unsignalized Intersections AM PEAK HOUR PM PEAK HOUR Intersection Highest Individual Highest Individual LOS Delay Queue (m) Movement Movement LOS Delay Queue (m) Grey Street at Richmond Street EB E WB F > Grey Street at Maitland Street NB A 8.1 WB A 8.9 Grey Street at Adelaide Street EB B EB B South Street at Wellington Street SBL F NBL F South Street at Colborne Street EB B 10.1 EB B 10.1 South Street at Maitland Street SB B SB B South Street at Adelaide Street EB E EB C Nelson Street at Maitland Street SB B SB B # = Over Capacity

58 South Street Campus Lands Development City of London TRANSPORTATION IMPACT ASSESSMENT South Street The following modifications will be required to convert South Street from one-way eastbound operations to two-way: 1. Remove all existing "one-way" and "do not enter" signage; 2. South Street at Wellington Street o Install a westbound stop sign, install a left-through prohibition; 3. South Street at Colborne Street o Install a westbound stop sign; 4. Remove existing south side on-street parking between Colborne Street and Maitland Street; 5. Prohibit on-street parking between Maitland Street and Adelaide Street (see below); and 6. Install westbound railway crossing protection including appropriate pavement markings and signage. It is recommended that eastbound and westbound through and right turn movements at the intersection of Wellington Street and South Street be prohibited due to the restricted sightlines along this section of Wellington Street. Prohibiting these movements would have a minimal impact on traffic operations as very few motorists make these movements today and few are expected to do so in the future. Alternative options for these movements are available including Wellington Street at Grey Street, which has been taken into consideration for the traffic analysis. At South Street and Adelaide Street, it was found that neither eastbound nor northbound left turn lanes were required from a traffic operations perspective. It may be beneficial to provide a northbound left turn lane at this location to remove turning vehicles from the flow of traffic on Adelaide Street; however, this may not be possible due to property restrictions in the area. 63

59 South Street Campus Lands Development City of London TRANSPORTATION IMPACT ASSESSMENT Grey Street The following modifications will be required to convert Grey Street from one-way westbound operations to two-way: 1. Remove all existing "one-way" and "do not enter" signage; 2. Grey Street at Wellington Street o Modify landscaped island on north leg to accommodate a southbound left turn lane with 20 metres of storage and a 45 metre taper (see queue analysis below) o Relocate existing traffic signal pole o Install new eastbound primary and secondary traffic signal heads o Widen the westbound leg by 2.0 metres on the south side to accommodate new eastbound lane (relocation of three existing utility poles required) o Remove existing curb bump out on southwest corner to accommodate eastbound traffic; 3. Grey Street at Colborne Street o Install new eastbound primary and secondary traffic signal heads with appropriate pavement markings; 4. Grey Street at Maitland Street o Install new stop sign and pavement markings for eastbound traffic; 5. Grey Street at William Street o Install new stop sign and pavement markings for eastbound traffic; 6. Grey Street at Adelaide Street o Install new stop sign and pavement markings for eastbound traffic; 7. Prohibit on-street parking on south side of Grey Street between Wellington Street and Adelaide Street; 8. Prohibit on-street parking on north side of Grey Street from Colborne Street to Adelaide Street; 9. Install eastbound railway crossing protection including appropriate pavement markings and signage; and 10. Install school crossing signage for eastbound traffic. At Grey Street and Adelaide Street, it was found that neither eastbound nor northbound left turn lanes were required from a traffic operations perspective. It may be beneficial to provide a northbound left turn lane at this location to remove turning vehicles from the flow of traffic on Adelaide Street; however, this may not be possible due to property restrictions in the area. 64

60 South Street Campus Lands Development City of London TRANSPORTATION IMPACT ASSESSMENT 6.6 Queuing Analysis, Wellington Street at Grey Street and South Street In order to determine the feasibility of installing a southbound left turn lane at the intersection of Wellington Street and Grey Street, and the adequacy of the existing southbound left turn lane at the intersection of Wellington Street and South Street, a queuing analysis was undertaken to determine the future needs at these locations. The projected southbound left turn queues at Grey Street and South Street are summarized below in Table 17. Table 17 Southbound Left Turn Queues, Grey Street and South Street Intersection Wellington Street at Grey Street Wellington Street at South Street Available Storage Peak Hour Projected Queue 20 m AM 14 m PM 3 m 30 m AM 22 m PM 8 m As seen above, the available storage at these southbound left turn lanes will adequately meet the projected demands of future traffic. It should be noted that if future demands are greater than that projected, southbound left turn lanes are also in place at the intersections of Wellington Street at Simcoe Street and Hill Street, which were not included as part of this study. If travel demand becomes too great at this location, vehicles may shift to another intersection to access the neighbourhood. 65

61 South Street Campus Lands Development City of London TRANSPORTATION IMPACT ASSESSMENT 7.0 Conclusions Based on our assessment of the proposed South Street Campus Lands development, we can conclude that: Overall, the existing roadway network is operating well with the exception of north-south constraints on Wellington Street at Horton Street and York Street; minor adjustments are possible at various other locations; A majority of existing transit usage takes place on routes that utilize the Wellington Street corridor; The development of Parcel 1 by FinCore will not significantly alter the operations presented in this assessment; The implementation of bus rapid transit on the Wellington/Richmond corridor will have a significant impact on both the cross-section of Wellington Street and transit routes in the vicinity of the proposed development; The Downtown Coordination Network will require review by the 2022 horizon to address coordination issues and implement transit priority on the Wellington/Richmond and Oxford/Dundas corridors; Intersections on the arterial roadway network that provide access to the South of Horton community are expected to operate well to the 2027 horizon year with no critical movements identified; Intersections contained within the South of Horton community are expected to operate well to the 2027 horizon year with no critical movements identified; The intersections of Horton Street at Wellington Street, Hamilton Road at Adelaide Street, and Horton Street at Richmond Street are projected to be operating over capacity by the 2027 horizon year with numerous constrained movements; The unsignalized intersections surrounding the proposed development are projected to continue operating well in the 2027 horizon year with the exception of a few movements; and The conversion of South Street and Grey Street from one-way to two-way operation will have a minimal effect on the surrounding intersection operations but will improve traffic flow within the South of Horton community. 66

62 South Street Campus Lands Development City of London TRANSPORTATION IMPACT ASSESSMENT 8.0 Recommendations From these conclusions, we recommend that: London Transit Commission review local bus routes in the vicinity of the proposed development once the bus rapid transit network is in place; An on or off-road bicycle route be installed along South Street to provide cyclists with a link to the waterfront trail via Wellington Street; The City perform a full-scale review of the Downtown Traffic Signal Coordination network prior to the installation of bus rapid transit; Any review of the Downtown Traffic Signal Coordination network focuses on improving the north-south flow of vehicles on Wellington Street and Adelaide Street; and South Street and Grey Street be converted to two-way operations. 67

63 South Street Campus Lands Development City of London TRANSPORTATION IMPACT ASSESSMENT APPENDIX A Land Parcels

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65 South Street Campus Lands Development City of London TRANSPORTATION IMPACT ASSESSMENT APPENDIX B FinCore Parcel 1 Proposed Site Plan

66 TornhoHr {il1 'tor.y } Mrytil-R tl Coñdo: {ló rtonvrl *1!:llt?tç:j4;1'' 9sãtotrl Sans Co*ds {le ttðr.ytl Subtot l Coav.le.fta Cütr {8!!or.Y3} l;ir;a-:? ant 5,,,it îc":?: Å,tf,!<:ûar.l r,zé-,1a s!èror l WdlE Cmlù{1: nonf ) Rd l ( nsry) Churcà Figure 8: SoHo Wellington Centre Unit Matrix Tot l t rlîl St cü f rt tl GùSr D.t tfo :41j.aíii.' J;.6û :i t 1; ':1.34 :.r{l.:ra) : r,t.rijar f4,167 l?.0æl6-rts.yþtelthw.lln a.cåñltr bovr : i';i.1'à1û :i: :!') ià<) ç5 J-l ;.Ïì) P4 G 21

67 South Street Campus Lands Development City of London TRANSPORTATION IMPACT ASSESSMENT APPENDIX C Synchro Output Sheets

68 HCM Unsignalized Intersection Capacity Analysis Existing Traffic Volumes 21: Adelaide Street & Grey Street AM Peak Hour Movement EBL EBR NBL NBT SBT SBR Volume (veh/h) Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor Hourly flow rate (vph) Pedestrians 22 1 Lane Width (m) Walking Speed (m/s) Percent Blockage 0 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 58 px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # NB 1 NB 2 SB 1 SB 2 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS A Approach Delay (s) Approach LOS Average Delay 1.0 Intersection Capacity Utilization 86.3% ICU Level of Service York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 2 Lanes, Volumes, Timings Existing Traffic Volumes 29: Colborne Street & Grey Street AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Turning Speed (k/h) Number of Detectors Detector Template Left Thru Right Left Thru Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(m) Detector 2 Size(m) Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) Turn Type Perm NA Perm Perm NA NA Protected Phases 2 4 York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 3

69 Lanes, Volumes, Timings Existing Traffic Volumes 29: Colborne Street & Grey Street AM Peak Hour Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 50.5% 50.5% 50.5% 49.5% 49.5% 49.5% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Vehicle Extension (s) Recall Mode Max Max Max None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS A A B B A Approach Delay Approach LOS A B A Cycle Length: 46.9 Actuated Cycle Length: 38.5 Natural Cycle: 50 Control Type: Semi Act-Uncoord Maximum v/c Ratio: 0.36 Intersection Signal Delay: 9.7 Intersection LOS: A Intersection Capacity Utilization 39.2% ICU Level of Service A Splits and Phases: 29: Colborne Street & Grey York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 4 HCM Unsignalized Intersection Capacity Analysis Existing Traffic Volumes 38: Maitland Street & Nelson Street AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (veh/h) Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Hourly flow rate (vph) Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS A A A A Approach Delay (s) Approach LOS A A Average Delay 2.8 Intersection Capacity Utilization 19.4% ICU Level of Service York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 6

70 Lanes, Volumes, Timings Existing Traffic Volumes 41: Adelaide Street & Nelson Street AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Turning Speed (k/h) Number of Detectors Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(m) Detector 2 Size(m) Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 7 Lanes, Volumes, Timings Existing Traffic Volumes 41: Adelaide Street & Nelson Street AM Peak Hour Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 32.5% 32.5% 32.5% 32.5% 67.5% 67.5% 67.5% 67.5% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Vehicle Extension (s) Recall Mode None None None None C-Max C-Max C-Max C-Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS C B D C A A Approach Delay Approach LOS B C A A Cycle Length: 80 Actuated Cycle Length: 80 Offset: 49 (61%), Referenced to phase 2:NBSB and 6:, Start of Green Natural Cycle: 60 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.49 Intersection Signal Delay: 7.4 Intersection LOS: A Intersection Capacity Utilization 78.4% ICU Level of Service D Splits and Phases: 41: Adelaide Street & Nelson York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 8

71 HCM Unsignalized Intersection Capacity Analysis Existing Traffic Volumes 42: Colborne Street & South Street AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Sign Control Stop Stop Stop Stop Volume (vph) Hourly flow rate (vph) Direction, Lane # EB 1 NB 1 SB 1 Volume Total (vph) Volume Left (vph) Volume Right (vph) Hadj (s) Departure Headway (s) Degree Utilization, x Capacity (veh/h) Control Delay (s) Approach Delay (s) Approach LOS A A A Delay 8.7 Level of Service A Intersection Capacity Utilization 38.6% ICU Level of Service York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 10 HCM Unsignalized Intersection Capacity Analysis Existing Traffic Volumes 43: Adelaide Street & South Street AM Peak Hour Movement EBL EBR NBL NBT SBT SBR Volume (veh/h) Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor Hourly flow rate (vph) Pedestrians 4 Lane Width (m) 3.6 Walking Speed (m/s) 1.2 Percent Blockage 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked 0.89 vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 NB 1 NB 2 SB 1 SB 2 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS D Approach Delay (s) Approach LOS D Average Delay 1.0 Intersection Capacity Utilization 41.0% ICU Level of Service York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 12

72 HCM Unsignalized Intersection Capacity Analysis Existing Traffic Volumes 45: Maitland Street & South Street AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (veh/h) Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Hourly flow rate (vph) Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 NB 1 SB 1 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS A A A Approach Delay (s) Approach LOS A A Average Delay 3.3 Intersection Capacity Utilization 27.8% ICU Level of Service York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 14 HCM Unsignalized Intersection Capacity Analysis Existing Traffic Volumes 52: Richmond Street & Grey Street AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (veh/h) Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Hourly flow rate (vph) Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 288 px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS C C A Approach Delay (s) Approach LOS C C Average Delay 1.9 Intersection Capacity Utilization 45.6% ICU Level of Service York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 16

73 HCM Unsignalized Intersection Capacity Analysis Existing Traffic Volumes 64: Maitland Street & Grey Street AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Sign Control Stop Stop Stop Stop Volume (vph) Hourly flow rate (vph) Direction, Lane # WB 1 NB 1 SB 1 Volume Total (vph) Volume Left (vph) Volume Right (vph) Hadj (s) Departure Headway (s) Degree Utilization, x Capacity (veh/h) Control Delay (s) Approach Delay (s) Approach LOS A A A Delay 8.0 Level of Service A Intersection Capacity Utilization 28.4% ICU Level of Service York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 18 HCM Unsignalized Intersection Capacity Analysis Existing Traffic Volumes 65: Wellington Street & South Street AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (veh/h) Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Hourly flow rate (vph) Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage 2 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 304 px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS B B D Approach Delay (s) Approach LOS B Average Delay 1.1 Intersection Capacity Utilization 75.8% ICU Level of Service York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 20

74 Lanes, Volumes, Timings Existing Traffic Volumes 307: Richmond Street & Dufferin Avenue AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 0% 1% 14% 0% 1% 4% 0% 13% 3% 1% 8% 2% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Perm NA Perm NA Perm NA pm+pt NA Perm Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 21 Lanes, Volumes, Timings Existing Traffic Volumes 307: Richmond Street & Dufferin Avenue AM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 40.0% 40.0% 40.0% 40.0% 41.0% 41.0% 19.0% 60.0% 60.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lag Lead Vehicle Extension (s) Recall Mode None None None None C-Max C-Max None C-Max C-Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS C D D D C B C B B Approach Delay Approach LOS D D B B Cycle Length: 100 Actuated Cycle Length: 100 Offset: 23 (23%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 65 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.77 Intersection Signal Delay: 26.5 Intersection LOS: C Intersection Capacity Utilization 74.5% ICU Level of Service D Splits and Phases: 307: Richmond Street & Dufferin York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 22

75 Lanes, Volumes, Timings Existing Traffic Volumes 309: Wellington Street & Dufferin Avenue AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 0% 0% 1% 13% 3% 1% 1% 4% 4% 13% 2% 0% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Turn Type Perm NA Perm Perm NA Perm Perm NA Perm NA Protected Phases Permitted Phases Minimum Split (s) Total Split (s) Total Split (%) 41.0% 41.0% 41.0% 41.0% 41.0% 41.0% 59.0% 59.0% 59.0% 59.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 23 Lanes, Volumes, Timings Existing Traffic Volumes 309: Wellington Street & Dufferin Avenue AM Peak Hour Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS C A C C A A B Approach Delay Approach LOS B B A B Cycle Length: 100 Actuated Cycle Length: 100 Offset: 52 (52%), Referenced to phase 2:NBSB, Start of Green Natural Cycle: 50 Control Type: Pretimed Maximum v/c Ratio: 0.56 Intersection Signal Delay: 11.6 Intersection LOS: B Intersection Capacity Utilization 84.8% ICU Level of Service E Splits and Phases: 309: Wellington Street & Dufferin York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 24

76 Lanes, Volumes, Timings Existing Traffic Volumes 311: Colborne Street & Dufferin Avenue AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 0% 1% 0% 0% 0% 0% 0% 2% 3% 0% 2% 0% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases Permitted Phases Minimum Split (s) Total Split (s) Total Split (%) 32.0% 32.0% 32.0% 32.0% 68.0% 68.0% 68.0% 68.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 25 Lanes, Volumes, Timings Existing Traffic Volumes 311: Colborne Street & Dufferin Avenue AM Peak Hour Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS C B C C A A A A Approach Delay Approach LOS C C A A Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:NBSB, Start of Green Natural Cycle: 50 Control Type: Pretimed Maximum v/c Ratio: 0.48 Intersection Signal Delay: 9.7 Intersection LOS: A Intersection Capacity Utilization 67.2% ICU Level of Service C Splits and Phases: 311: Colborne Street & Dufferin York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 26

77 Lanes, Volumes, Timings Existing Traffic Volumes 327: Richmond Street & Dundas Street AM Peak Hour Volume (vph) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) 2 10 Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 0% 1% 50% 0% 2% 0% 0% 2% 0% 0% 4% 0% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Headway Factor Turn Type NA NA NA NA Protected Phases Permitted Phases Minimum Split (s) Total Split (s) Total Split (%) 48.0% 48.0% 52.0% 52.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 27 Lanes, Volumes, Timings Existing Traffic Volumes 327: Richmond Street & Dundas Street AM Peak Hour Queue Delay Total Delay LOS C A A A Approach Delay Approach LOS C A A A Area Type: CBD Cycle Length: 100 Actuated Cycle Length: 100 Offset: 24 (24%), Referenced to phase 2:EBWB, Start of Green Natural Cycle: 40 Control Type: Pretimed Maximum v/c Ratio: 0.48 Intersection Signal Delay: 11.2 Intersection LOS: B Intersection Capacity Utilization 43.6% ICU Level of Service A Description: E/W - Left Prohibited - all time WB - Right Prohibited / 3-6 Splits and Phases: 327: Richmond Street & Dundas York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 28

78 Lanes, Volumes, Timings Existing Traffic Volumes 329: Wellington Street & Dundas Street AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 1% 8% 21% 2% 17% 4% 4% 3% 2% 4% 3% 10% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Turn Type Perm NA Perm Perm NA Perm Perm NA Perm Perm NA Protected Phases Permitted Phases Minimum Split (s) Total Split (s) Total Split (%) 46.0% 46.0% 46.0% 46.0% 46.0% 46.0% 54.0% 54.0% 54.0% 54.0% 54.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 29 Lanes, Volumes, Timings Existing Traffic Volumes 329: Wellington Street & Dundas Street AM Peak Hour Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS C B D C C C C B D C Approach Delay Approach LOS C C C C Cycle Length: 100 Actuated Cycle Length: 100 Offset: 78 (78%), Referenced to phase 4:WBTL, Start of Green Natural Cycle: 65 Control Type: Pretimed Maximum v/c Ratio: 0.59 Intersection Signal Delay: 30.6 Intersection LOS: C Intersection Capacity Utilization 95.4% ICU Level of Service F Description: Updated Reference Phase as pre City of London Splits and Phases: 329: Wellington Street & Dundas York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 30

79 Lanes, Volumes, Timings Existing Traffic Volumes 331: Colborne Street & Dundas Street AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 4% 2% 2% 9% 15% 8% 4% 2% 2% 1% 3% 3% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Turn Type Perm NA Perm Perm NA Perm Perm NA Perm Perm NA Protected Phases Permitted Phases Minimum Split (s) Total Split (s) Total Split (%) 40.0% 40.0% 40.0% 40.0% 40.0% 40.0% 60.0% 60.0% 60.0% 60.0% 60.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 31 Lanes, Volumes, Timings Existing Traffic Volumes 331: Colborne Street & Dundas Street AM Peak Hour Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS C C B C C A A A A A A Approach Delay Approach LOS C B A A Cycle Length: 100 Actuated Cycle Length: 100 Offset: 74 (74%), Referenced to phase 2:EBWB, Start of Green Natural Cycle: 55 Control Type: Pretimed Maximum v/c Ratio: 0.53 Intersection Signal Delay: 13.8 Intersection LOS: B Intersection Capacity Utilization 68.8% ICU Level of Service C Splits and Phases: 331: Colborne Street & Dundas York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 32

80 Lanes, Volumes, Timings Existing Traffic Volumes 332: Maitland Street & Dundas Street AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 15% 6% 0% 7% 9% 6% 17% 17% 6% 7% 0% 3% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Perm NA Perm D.Pm NA Perm Perm NA D.Pm NA Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 33 Lanes, Volumes, Timings Existing Traffic Volumes 332: Maitland Street & Dundas Street AM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 71.0% 71.0% 71.0% 71.0% 71.0% 71.0% 29.0% 29.0% 29.0% 29.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Vehicle Extension (s) Recall Mode C-Max C-Max C-Max C-Max Max Max None None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS A A A A D C Approach Delay Approach LOS A A D C Cycle Length: 100 Actuated Cycle Length: 100 Offset: 90 (90%), Referenced to phase 2:EBWB, Start of Green Natural Cycle: 45 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.34 Intersection Signal Delay: 6.7 Intersection LOS: A Intersection Capacity Utilization 57.9% ICU Level of Service B Description: FREE? Timing Plans deleted Splits and Phases: 332: Maitland Street & Dundas York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 34

81 Lanes, Volumes, Timings Existing Traffic Volumes 334: Adelaide Street & Dundas Street AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 0% 5% 6% 0% 9% 4% 0% 5% 4% 0% 3% 6% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Turn Type NA Perm NA NA NA Protected Phases Permitted Phases Minimum Split (s) Total Split (s) Total Split (%) 43.0% 43.0% 43.0% 57.0% 57.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 35 Lanes, Volumes, Timings Existing Traffic Volumes 334: Adelaide Street & Dundas Street AM Peak Hour Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS B A C B C Approach Delay Approach LOS B C B C Cycle Length: 100 Actuated Cycle Length: 100 Offset: 16 (16%), Referenced to phase 2:WBT and 6:EBT, Start of Green Natural Cycle: 55 Control Type: Pretimed Maximum v/c Ratio: 0.63 Intersection Signal Delay: 18.4 Intersection LOS: B Intersection Capacity Utilization 54.1% ICU Level of Service A Description: E/W/NB - Left Prohibited - all time SB - Left Prohibited / 3-6 Splits and Phases: 334: Adelaide Street & Dundas York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 36

82 Lanes, Volumes, Timings Existing Traffic Volumes 347: Richmond Street & York Street AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 0% 15% 3% 1% 5% 0% 1% 1% 0% 0% 4% 12% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases Permitted Phases Minimum Split (s) Total Split (s) Total Split (%) 59.0% 59.0% 59.0% 59.0% 41.0% 41.0% 41.0% 41.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 37 Lanes, Volumes, Timings Existing Traffic Volumes 347: Richmond Street & York Street AM Peak Hour Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS B B C B C C B Approach Delay Approach LOS B B C B Cycle Length: 100 Actuated Cycle Length: 100 Offset: 90 (90%), Referenced to phase 2:EBWB, Start of Green Natural Cycle: 55 Control Type: Pretimed Maximum v/c Ratio: 0.63 Intersection Signal Delay: 17.5 Intersection LOS: B Intersection Capacity Utilization 84.6% ICU Level of Service E Splits and Phases: 347: Richmond Street & York York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 38

83 Lanes, Volumes, Timings Existing Traffic Volumes 349: Wellington Street & York Street AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 1% 1% 2% 7% 3% 5% 2% 4% 2% 0% 3% 13% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Perm NA Perm pm+pt NA Perm pm+pt NA NA Perm Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 39 Lanes, Volumes, Timings Existing Traffic Volumes 349: Wellington Street & York Street AM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 32.0% 32.0% 32.0% 13.0% 45.0% 45.0% 17.0% 55.0% 38.0% 38.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lag Lag Lead Lead Lag Lag Vehicle Extension (s) Recall Mode None None None None None None None C-Max C-Max C-Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS E E C E B A D C C A Approach Delay Approach LOS E C C B Cycle Length: 100 Actuated Cycle Length: 100 Offset: 55 (55%), Referenced to phase 2:NBTL and 6:SBT, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.93 Intersection Signal Delay: 34.0 Intersection LOS: C Intersection Capacity Utilization 83.7% ICU Level of Service E Splits and Phases: 349: Wellington Street & York York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 40

84 Lanes, Volumes, Timings Existing Traffic Volumes 351: Colborne Street & York Street AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (#/hr) 7 Heavy Vehicles (%) 0% 2% 4% 6% 4% 6% 5% 3% 2% 0% 3% 4% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases Permitted Phases Minimum Split (s) Total Split (s) Total Split (%) 44.0% 44.0% 44.0% 44.0% 56.0% 56.0% 56.0% 56.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 41 Lanes, Volumes, Timings Existing Traffic Volumes 351: Colborne Street & York Street AM Peak Hour Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS E C C B C C B A Approach Delay Approach LOS C B C A Cycle Length: 100 Actuated Cycle Length: 100 Offset: 64 (64%), Referenced to phase 2:WBTL, Start of Green Natural Cycle: 70 Control Type: Pretimed Maximum v/c Ratio: 0.86 Intersection Signal Delay: 20.8 Intersection LOS: C Intersection Capacity Utilization 71.5% ICU Level of Service C Splits and Phases: 351: Colborne Street & York York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 42

85 Lanes, Volumes, Timings Existing Traffic Volumes 352: Maitland Street & York Street AM Peak Hour Volume (vph) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 0% 2% 0% 14% 2% 0% 8% 5% 4% 0% 13% 0% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Perm NA D.Pm NA Perm NA D.Pm NA Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 69.0% 69.0% 69.0% 69.0% 31.0% 31.0% 31.0% York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 43 Lanes, Volumes, Timings Existing Traffic Volumes 352: Maitland Street & York Street AM Peak Hour Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Vehicle Extension (s) Recall Mode C-Max C-Max C-Max Max None None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS A A B C Approach Delay Approach LOS A A B C Cycle Length: 100 Actuated Cycle Length: 100 Offset: 56 (56%), Referenced to phase 2:EBWB, Start of Green Natural Cycle: 50 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.35 Intersection Signal Delay: 4.5 Intersection LOS: A Intersection Capacity Utilization 62.5% ICU Level of Service B Splits and Phases: 352: Maitland Street & York York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 44

86 Lanes, Volumes, Timings Existing Traffic Volumes 357: Richmond Street & Horton Street AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 5% 3% 15% 9% 5% 6% 3% 2% 5% 11% 3% 20% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Left Thru Right Left Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type pm+pt NA Perm NA Perm NA Perm Perm NA Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 45 Lanes, Volumes, Timings Existing Traffic Volumes 357: Richmond Street & Horton Street AM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 28.0% 60.0% 32.0% 32.0% 40.0% 40.0% 40.0% 40.0% 40.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lag Vehicle Extension (s) Recall Mode None C-Max C-Max C-Max None None None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS C A C C C D A E C Approach Delay Approach LOS B C D C Cycle Length: 100 Actuated Cycle Length: 100 Offset: 77 (77%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.75 Intersection Signal Delay: 23.0 Intersection LOS: C Intersection Capacity Utilization 87.2% ICU Level of Service E Description: Running 1 Plan for all Periods? Splits and Phases: 357: Richmond Street & Horton York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 46

87 Lanes, Volumes, Timings Existing Traffic Volumes 359: Wellington Street & Horton Street AM Peak Hour Volume (vph) Lane Width (m) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 1% 4% 1% 6% 6% 3% 5% 3% 15% 4% 3% 4% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Headway Factor Number of Detectors Detector Template Left Thru Left Thru Right Left Thru Right Left Thru Right Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type pm+pt NA pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases Permitted Phases Detector Phase Switch York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 47 Lanes, Volumes, Timings Existing Traffic Volumes 359: Wellington Street & Horton Street AM Peak Hour Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 10.0% 41.0% 10.0% 41.0% 41.0% 11.0% 39.0% 39.0% 10.0% 38.0% 38.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Vehicle Extension (s) Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS E C D D B B C A C C B Approach Delay Approach LOS C C C C Cycle Length: 100 Actuated Cycle Length: 100 Offset: 50 (50%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 105 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.94 Intersection Signal Delay: 31.2 Intersection LOS: C Intersection Capacity Utilization 86.6% ICU Level of Service E Description: All-day Plan Splits and Phases: 359: Wellington Street & Horton York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 48

88 Lanes, Volumes, Timings Existing Traffic Volumes 360: Maitland Street & Horton Street AM Peak Hour Volume (vph) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 1% 4% 17% 14% 6% 25% 0% 10% 17% 8% 8% 25% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 73.0% 73.0% 73.0% 73.0% 27.0% 27.0% 27.0% York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 49 Lanes, Volumes, Timings Existing Traffic Volumes 360: Maitland Street & Horton Street AM Peak Hour Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Vehicle Extension (s) Recall Mode C-Max C-Max Max Max None None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS A A C C Approach Delay Approach LOS A A C C Cycle Length: 100 Actuated Cycle Length: 100 Offset: 16 (16%), Referenced to phase 2:EBTL, Start of Green Natural Cycle: 45 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.24 Intersection Signal Delay: 7.9 Intersection LOS: A Intersection Capacity Utilization 50.0% ICU Level of Service A Splits and Phases: 360: Maitland Street & Horton York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 50

89 Lanes, Volumes, Timings Existing Traffic Volumes 361: Colborne Street & Horton Street AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 2% 2% 0% 0% 1% 1% 0% 0% 0% 1% 1% 4% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Left Thru Left Thru Right Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type pm+pt NA Perm NA Perm NA Perm NA Perm Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 51 Lanes, Volumes, Timings Existing Traffic Volumes 361: Colborne Street & Horton Street AM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 31.0% 67.0% 36.0% 36.0% 33.0% 33.0% 33.0% 33.0% 33.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lag Vehicle Extension (s) Recall Mode None C-Max C-Max C-Max None None None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS C B B A D D C D A Approach Delay Approach LOS B A D C Cycle Length: 100 Actuated Cycle Length: 100 Offset: 9 (9%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 70 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.57 Intersection Signal Delay: 19.4 Intersection LOS: B Intersection Capacity Utilization 69.7% ICU Level of Service C Splits and Phases: 361: Colborne Street & Horton York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 52

90 Lanes, Volumes, Timings Existing Traffic Volumes 369: Wellington Street & Grey Street AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 4% 3% 2% 2% 3% 5% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Turning Speed (k/h) Number of Detectors Detector Template Left Thru Right Left Thru Thru Right Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(m) 9.4 Detector 2 Size(m) 0.6 Detector 2 Type Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 Turn Type Perm NA Perm Perm NA NA York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 53 Lanes, Volumes, Timings Existing Traffic Volumes 369: Wellington Street & Grey Street AM Peak Hour Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 37.0% 37.0% 37.0% 63.0% 63.0% 63.0% 63.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Vehicle Extension (s) Recall Mode None None None C-Max C-Max C-Max C-Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS D C B A A A A Approach Delay Approach LOS D A A Cycle Length: 100 Actuated Cycle Length: 100 Offset: 30 (30%), Referenced to phase 2:NBTL and 6:SBT, Start of Green Natural Cycle: 80 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.62 Intersection Signal Delay: 9.9 Intersection LOS: A Intersection Capacity Utilization 57.2% ICU Level of Service B Description: All-day Plan Splits and Phases: 369: Wellington Street & Grey York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 55

91 Lanes, Volumes, Timings Existing Traffic Volumes 374: Adelaide Street & Hamilton Road AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (#/hr) 4 Heavy Vehicles (%) 3% 4% 8% 2% 3% 5% 1% 3% 8% 4% 5% 5% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Perm NA pm+pt NA Perm NA pm+pt NA Protected Phases Permitted Phases Detector Phase Switch York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 57 Lanes, Volumes, Timings Existing Traffic Volumes 374: Adelaide Street & Hamilton Road AM Peak Hour Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 35.0% 35.0% 10.0% 45.0% 44.0% 44.0% 11.0% 55.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lag Lead Lag Lag Lead Vehicle Extension (s) Recall Mode C-Max C-Max None C-Max Max Max None Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS D C C C D C D A Approach Delay Approach LOS C C C B Cycle Length: 100 Actuated Cycle Length: 100 Offset: 52 (52%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green Natural Cycle: 80 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.82 Intersection Signal Delay: 25.4 Intersection LOS: C Intersection Capacity Utilization 82.3% ICU Level of Service E Splits and Phases: 374: Adelaide Street & Hamilton York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 58

92 HCM Unsignalized Intersection Capacity Analysis Existing Traffic Volumes 41: Richmond Street & Grey Street PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (veh/h) Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Hourly flow rate (vph) Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 287 px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS C E A A Approach Delay (s) Approach LOS C E Average Delay 8.1 Intersection Capacity Utilization 48.5% ICU Level of Service A Page 2 HCM Unsignalized Intersection Capacity Analysis Existing Traffic Volumes 43: Adelaide Street & Grey Street PM Peak Hour Movement EBL EBR NBL NBT SBT SBR Volume (veh/h) Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 52 px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # NB 1 NB 2 SB 1 SB 2 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS A Approach Delay (s) Approach LOS Average Delay 0.4 Intersection Capacity Utilization 78.5% ICU Level of Service D Page 4

93 HCM Unsignalized Intersection Capacity Analysis Existing Traffic Volumes 45: Maitland Street & Grey Street PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Sign Control Stop Stop Stop Stop Volume (vph) Hourly flow rate (vph) Direction, Lane # WB 1 NB 1 SB 1 Volume Total (vph) Volume Left (vph) Volume Right (vph) Hadj (s) Departure Headway (s) Degree Utilization, x Capacity (veh/h) Control Delay (s) Approach Delay (s) Approach LOS A A A Delay 8.1 Level of Service A Intersection Capacity Utilization 31.7% ICU Level of Service A Page 6 Lanes, Volumes, Timings Existing Traffic Volumes 52: Colborne Street & Grey Street PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Right Left Thru Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(m) Detector 2 Size(m) Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) Turn Type Perm NA Perm Perm NA NA Protected Phases Page 7

94 Lanes, Volumes, Timings Existing Traffic Volumes 52: Colborne Street & Grey Street PM Peak Hour Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 50.5% 50.5% 50.5% 49.5% 49.5% 49.5% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Vehicle Extension (s) Recall Mode Max Max Max None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS A A B B A Approach Delay Approach LOS A B A Cycle Length: 46.9 Actuated Cycle Length: 40.9 Natural Cycle: 50 Control Type: Semi Act-Uncoord Maximum v/c Ratio: 0.54 Intersection Signal Delay: 9.5 Intersection LOS: A Intersection Capacity Utilization 47.1% ICU Level of Service A Splits and Phases: 52: Colborne Street & Grey Street Page 8 HCM Unsignalized Intersection Capacity Analysis Existing Traffic Volumes 66: Adelaide Street & South Street PM Peak Hour Movement EBL EBR NBL NBT SBT SBR Volume (veh/h) Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor Hourly flow rate (vph) Pedestrians 7 Lane Width (m) 3.6 Walking Speed (m/s) 1.2 Percent Blockage 1 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 NB 1 NB 2 SB 1 SB 2 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS C Approach Delay (s) Approach LOS C Average Delay 0.5 Intersection Capacity Utilization 41.9% ICU Level of Service A Page 10

95 HCM Unsignalized Intersection Capacity Analysis Existing Traffic Volumes 67: Maitland Street & South Street PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (veh/h) Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Hourly flow rate (vph) Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 NB 1 SB 1 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS A A A Approach Delay (s) Approach LOS A A Average Delay 4.2 Intersection Capacity Utilization 26.5% ICU Level of Service A Page 12 HCM Unsignalized Intersection Capacity Analysis Existing Traffic Volumes 68: Wellington Street & South Street PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (veh/h) Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Hourly flow rate (vph) Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 279 px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS B C C Approach Delay (s) Approach LOS B Average Delay 0.4 Intersection Capacity Utilization 65.8% ICU Level of Service C Page 14

96 HCM Unsignalized Intersection Capacity Analysis Existing Traffic Volumes 69: Colborne Street & South Street PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Sign Control Stop Stop Stop Stop Volume (vph) Hourly flow rate (vph) Direction, Lane # EB 1 NB 1 SB 1 Volume Total (vph) Volume Left (vph) Volume Right (vph) Hadj (s) Departure Headway (s) Degree Utilization, x Capacity (veh/h) Control Delay (s) Approach Delay (s) Approach LOS A A A Delay 8.0 Level of Service A Intersection Capacity Utilization 32.6% ICU Level of Service A Page 16 HCM Unsignalized Intersection Capacity Analysis Existing Traffic Volumes 72: Maitland Street & Nelson Street PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (veh/h) Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Hourly flow rate (vph) Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS A A B B Approach Delay (s) Approach LOS B B Average Delay 2.5 Intersection Capacity Utilization 24.0% ICU Level of Service A Page 18

97 Lanes, Volumes, Timings Existing Traffic Volumes 74: Adelaide Street & Nelson Street PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(m) Detector 2 Size(m) Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases Page 19 Lanes, Volumes, Timings Existing Traffic Volumes 74: Adelaide Street & Nelson Street PM Peak Hour Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 32.5% 32.5% 32.5% 32.5% 67.5% 67.5% 67.5% 67.5% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Vehicle Extension (s) Recall Mode None None None None C-Max C-Max C-Max C-Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS C B D B A A Approach Delay Approach LOS C C A A Cycle Length: 80 Actuated Cycle Length: 80 Offset: 13 (16%), Referenced to phase 2:NBSB and 6:, Start of Green Natural Cycle: 60 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.52 Intersection Signal Delay: 8.4 Intersection LOS: A Intersection Capacity Utilization 77.7% ICU Level of Service D Splits and Phases: 74: Adelaide Street & Nelson Street Page 20

98 Lanes, Volumes, Timings Existing Traffic Volumes 307: Richmond Street & Dufferin Avenue PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Heavy Vehicles (%) 0% 1% 4% 8% 1% 9% 4% 9% 5% 2% 8% 2% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Perm NA Perm NA Perm NA pm+pt NA Perm Protected Phases Permitted Phases Detector Phase Switch Phase Page 21 Lanes, Volumes, Timings Existing Traffic Volumes 307: Richmond Street & Dufferin Avenue PM Peak Hour Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 41.7% 41.7% 41.7% 41.7% 39.2% 39.2% 19.2% 58.3% 58.3% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lag Lead Vehicle Extension (s) Recall Mode None None None None C-Max C-Max None C-Max C-Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS F D C D C C B B A Approach Delay Approach LOS E D C B Cycle Length: 120 Actuated Cycle Length: 120 Offset: 91 (76%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 65 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.05 Intersection Signal Delay: 32.7 Intersection LOS: C Intersection Capacity Utilization 72.3% ICU Level of Service C Splits and Phases: 307: Richmond Street & Dufferin Avenue Page 22

99 Lanes, Volumes, Timings Existing Traffic Volumes 309: Wellington Street & Dufferin Avenue PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 3% 3% 1% 3% 1% 3% 1% 2% 5% 4% 3% 3% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Turn Type Perm NA Perm Perm NA Perm Perm NA Perm NA Protected Phases Permitted Phases Minimum Split (s) Total Split (s) Total Split (%) 51.7% 51.7% 51.7% 51.7% 51.7% 51.7% 48.3% 48.3% 48.3% 48.3% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Page 23 Lanes, Volumes, Timings Existing Traffic Volumes 309: Wellington Street & Dufferin Avenue PM Peak Hour Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS C B B B A C C Approach Delay Approach LOS C B C C Cycle Length: 120 Actuated Cycle Length: 120 Offset: 88 (73%), Referenced to phase 2:NBSB, Start of Green Natural Cycle: 70 Control Type: Pretimed Maximum v/c Ratio: 0.78 Intersection Signal Delay: 25.4 Intersection LOS: C Intersection Capacity Utilization 101.7% ICU Level of Service G Splits and Phases: 309: Wellington Street & Dufferin Avenue Page 24

100 Lanes, Volumes, Timings Existing Traffic Volumes 311: Colborne Street & Dufferin Avenue PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 0% 1% 2% 2% 1% 4% 2% 1% 2% 0% 1% 0% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases Permitted Phases Minimum Split (s) Total Split (s) Total Split (%) 39.2% 39.2% 39.2% 39.2% 60.8% 60.8% 60.8% 60.8% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Page 25 Lanes, Volumes, Timings Existing Traffic Volumes 311: Colborne Street & Dufferin Avenue PM Peak Hour Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS C C C C B B B B Approach Delay Approach LOS C C B B Cycle Length: 120 Actuated Cycle Length: 120 Offset: 44 (37%), Referenced to phase 2:NBSB, Start of Green Natural Cycle: 50 Control Type: Pretimed Maximum v/c Ratio: 0.51 Intersection Signal Delay: 20.7 Intersection LOS: C Intersection Capacity Utilization 63.9% ICU Level of Service B Splits and Phases: 311: Colborne Street & Dufferin Avenue Page 26

101 Lanes, Volumes, Timings Existing Traffic Volumes 327: Richmond Street & Dundas Street PM Peak Hour Volume (vph) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) 4 1 Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 0% 1% 0% 0% 2% 0% 0% 2% 0% 0% 1% 0% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Headway Factor Turn Type Perm NA NA NA Perm NA Protected Phases Permitted Phases 2 4 Minimum Split (s) Total Split (s) Total Split (%) 51.7% 51.7% 51.7% 48.3% 48.3% 48.3% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Page 27 Lanes, Volumes, Timings Existing Traffic Volumes 327: Richmond Street & Dundas Street PM Peak Hour Queue Delay Total Delay LOS C C C C Approach Delay Approach LOS C C C C Area Type: CBD Cycle Length: 120 Actuated Cycle Length: 120 Offset: 39 (33%), Referenced to phase 2:EBWB, Start of Green Natural Cycle: 40 Control Type: Pretimed Maximum v/c Ratio: 0.39 Intersection Signal Delay: 22.1 Intersection LOS: C Intersection Capacity Utilization 40.2% ICU Level of Service A Description: E/W - Left Prohibited - all time WB - Right Prohibited / 3-6 Splits and Phases: 327: Richmond Street & Dundas Street Page 28

102 Lanes, Volumes, Timings Existing Traffic Volumes 329: Wellington Street & Dundas Street PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 4% 12% 15% 3% 8% 4% 2% 2% 2% 1% 1% 0% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Turn Type Perm NA Perm Perm NA Perm Perm NA Perm Perm NA Protected Phases Permitted Phases Minimum Split (s) Total Split (s) Total Split (%) 43.3% 43.3% 43.3% 43.3% 43.3% 43.3% 56.7% 56.7% 56.7% 56.7% 56.7% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Page 29 Lanes, Volumes, Timings Existing Traffic Volumes 329: Wellington Street & Dundas Street PM Peak Hour Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS C B D C B B C A D B Approach Delay Approach LOS C C C C Cycle Length: 120 Actuated Cycle Length: 120 Offset: 112 (93%), Referenced to phase 2:NBTL, Start of Green Natural Cycle: 80 Control Type: Pretimed Maximum v/c Ratio: 0.71 Intersection Signal Delay: 23.5 Intersection LOS: C Intersection Capacity Utilization 96.8% ICU Level of Service F Splits and Phases: 329: Wellington Street & Dundas Street Page 30

103 Lanes, Volumes, Timings Existing Traffic Volumes 331: Colborne Street & Dundas Street PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 3% 6% 8% 0% 6% 4% 0% 1% 1% 0% 1% 0% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Turn Type Perm NA Perm Perm NA Perm Perm NA Perm Perm NA Protected Phases Permitted Phases Minimum Split (s) Total Split (s) Total Split (%) 40.0% 40.0% 40.0% 40.0% 40.0% 40.0% 60.0% 60.0% 60.0% 60.0% 60.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Page 31 Lanes, Volumes, Timings Existing Traffic Volumes 331: Colborne Street & Dundas Street PM Peak Hour Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS C D B C C B B C A B C Approach Delay Approach LOS C C B B Cycle Length: 120 Actuated Cycle Length: 120 Offset: 1 (1%), Referenced to phase 2:EBWB, Start of Green Natural Cycle: 55 Control Type: Pretimed Maximum v/c Ratio: 0.62 Intersection Signal Delay: 24.4 Intersection LOS: C Intersection Capacity Utilization 71.8% ICU Level of Service C Splits and Phases: 331: Colborne Street & Dundas Street Page 32

104 Lanes, Volumes, Timings Existing Traffic Volumes 332: Maitland Street & Dundas Street PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 0% 9% 13% 0% 7% 0% 10% 8% 5% 0% 42% 6% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Perm NA Perm Perm NA Perm Perm NA Perm NA Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Page 33 Lanes, Volumes, Timings Existing Traffic Volumes 332: Maitland Street & Dundas Street PM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 75.8% 75.8% 75.8% 75.8% 75.8% 75.8% 24.2% 24.2% 24.2% 24.2% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Vehicle Extension (s) Recall Mode C-Max C-Max C-Max Max Max Max None None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS A A A A D D Approach Delay Approach LOS A A D D Cycle Length: 120 Actuated Cycle Length: 120 Offset: 112 (93%), Referenced to phase 2:EBTL, Start of Green Natural Cycle: 50 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.36 Intersection Signal Delay: 5.1 Intersection LOS: A Intersection Capacity Utilization 56.5% ICU Level of Service B Description: FREE? Timing Plans deleted Splits and Phases: 332: Maitland Street & Dundas Street Page 34

105 Lanes, Volumes, Timings Existing Traffic Volumes 334: Adelaide Street & Dundas Street PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 0% 5% 8% 0% 4% 0% 0% 2% 0% 0% 2% 0% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Turn Type NA Perm NA NA NA Protected Phases Permitted Phases 6 Minimum Split (s) Total Split (s) Total Split (%) 48.3% 48.3% 48.3% 51.7% 51.7% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Page 35 Lanes, Volumes, Timings Existing Traffic Volumes 334: Adelaide Street & Dundas Street PM Peak Hour Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS C A C D C Approach Delay Approach LOS C C D C Cycle Length: 120 Actuated Cycle Length: 120 Offset: 61 (51%), Referenced to phase 2:WBT and 6:EBT, Start of Green Natural Cycle: 70 Control Type: Pretimed Maximum v/c Ratio: 0.74 Intersection Signal Delay: 31.9 Intersection LOS: C Intersection Capacity Utilization 60.0% ICU Level of Service B Splits and Phases: 334: Adelaide Street & Dundas Street Page 36

106 Lanes, Volumes, Timings Existing Traffic Volumes 347: Richmond Street & York Street PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 0% 6% 2% 0% 6% 1% 0% 2% 2% 0% 1% 3% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases Permitted Phases Minimum Split (s) Total Split (s) Total Split (%) 69.2% 69.2% 69.2% 69.2% 30.8% 30.8% 30.8% 30.8% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Page 37 Lanes, Volumes, Timings Existing Traffic Volumes 347: Richmond Street & York Street PM Peak Hour Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS B A B B D D D Approach Delay Approach LOS A B D D Cycle Length: 120 Actuated Cycle Length: 120 Offset: 21 (18%), Referenced to phase 2:EBWB, Start of Green Natural Cycle: 60 Control Type: Pretimed Maximum v/c Ratio: 0.58 Intersection Signal Delay: 19.6 Intersection LOS: B Intersection Capacity Utilization 73.5% ICU Level of Service D Splits and Phases: 347: Richmond Street & York Street Page 38

107 Lanes, Volumes, Timings Existing Traffic Volumes 349: Wellington Street & York Street PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 2% 1% 0% 0% 1% 1% 1% 3% 3% 0% 3% 7% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Perm NA Perm pm+pt NA Perm pm+pt NA NA Perm Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Page 39 Lanes, Volumes, Timings Existing Traffic Volumes 349: Wellington Street & York Street PM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 27.5% 27.5% 27.5% 15.8% 43.3% 43.3% 16.7% 56.7% 40.0% 40.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lag Lag Lead Lead Lag Lag Vehicle Extension (s) Recall Mode None None None None None None None C-Max C-Max C-Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS F D B E D B E D F B Approach Delay Approach LOS D D D E Cycle Length: 120 Actuated Cycle Length: 120 Offset: 98 (82%), Referenced to phase 2:NBTL and 6:SBT, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.95 Intersection Signal Delay: 50.3 Intersection LOS: D Intersection Capacity Utilization 90.2% ICU Level of Service E Splits and Phases: 349: Wellington Street & York Street Page 40

108 Lanes, Volumes, Timings Existing Traffic Volumes 351: Colborne Street & York Street PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 0% 3% 0% 2% 2% 1% 4% 2% 1% 1% 2% 5% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases Permitted Phases Minimum Split (s) Total Split (s) Total Split (%) 55.8% 55.8% 55.8% 55.8% 44.2% 44.2% 44.2% 44.2% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Page 41 Lanes, Volumes, Timings Existing Traffic Volumes 351: Colborne Street & York Street PM Peak Hour Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS D B C B C C C C Approach Delay Approach LOS C B C C Cycle Length: 120 Actuated Cycle Length: 120 Offset: 107 (89%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green Natural Cycle: 65 Control Type: Pretimed Maximum v/c Ratio: 0.71 Intersection Signal Delay: 23.3 Intersection LOS: C Intersection Capacity Utilization 74.6% ICU Level of Service D Splits and Phases: 351: Colborne Street & York Street Page 42

109 Lanes, Volumes, Timings Existing Traffic Volumes 352: Maitland Street & York Street PM Peak Hour Volume (vph) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 0% 1% 0% 3% 1% 0% 0% 0% 3% 0% 0% 0% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 75.8% 75.8% 75.8% 75.8% 24.2% 24.2% 24.2% 24.2% Page 43 Lanes, Volumes, Timings Existing Traffic Volumes 352: Maitland Street & York Street PM Peak Hour Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Vehicle Extension (s) Recall Mode C-Max C-Max Max Max None None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS A A D C Approach Delay Approach LOS A A D C Cycle Length: 120 Actuated Cycle Length: 120 Offset: 118 (98%), Referenced to phase 2:EBTL, Start of Green Natural Cycle: 50 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.40 Intersection Signal Delay: 3.9 Intersection LOS: A Intersection Capacity Utilization 60.0% ICU Level of Service B Splits and Phases: 352: Maitland Street & York Street Page 44

110 Lanes, Volumes, Timings Existing Traffic Volumes 357: Richmond Street & Horton Street PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 9% 2% 9% 10% 1% 3% 5% 4% 4% 4% 2% 7% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Left Thru Right Left Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type pm+pt NA Perm NA Perm NA Perm Perm NA Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Page 45 Lanes, Volumes, Timings Existing Traffic Volumes 357: Richmond Street & Horton Street PM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 12.5% 60.0% 47.5% 47.5% 40.0% 40.0% 40.0% 40.0% 40.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lag Yes Yes Vehicle Extension (s) Recall Mode None C-Max C-Max C-Max None None None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS B A C C F D A D C Approach Delay Approach LOS B C E C Cycle Length: 120 Actuated Cycle Length: 120 Offset: 56 (47%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 75 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.98 Intersection Signal Delay: 24.1 Intersection LOS: C Intersection Capacity Utilization 82.5% ICU Level of Service E Splits and Phases: 357: Richmond Street & Horton Street Page 46

111 Lanes, Volumes, Timings Existing Traffic Volumes 359: Wellington Street & Horton Street PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 3% 3% 5% 2% 3% 4% 2% 2% 4% 3% 2% 1% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Right Left Thru Right Left Thru Right Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type pm+pt NA pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Page 47 Lanes, Volumes, Timings Existing Traffic Volumes 359: Wellington Street & Horton Street PM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 9.2% 34.2% 10.8% 35.8% 35.8% 10.0% 45.0% 45.0% 10.0% 45.0% 45.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Vehicle Extension (s) Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS D D D D B E C A B C A Approach Delay Approach LOS D D C B Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 95 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.87 Intersection Signal Delay: 30.5 Intersection LOS: C Intersection Capacity Utilization 89.2% ICU Level of Service E Description: All-day Plan Splits and Phases: 359: Wellington Street & Horton Street Page 48

112 Lanes, Volumes, Timings Existing Traffic Volumes 360: Maitland Street & Horton Street PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 0% 3% 7% 6% 3% 10% 0% 25% 0% 7% 8% 1% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Page 49 Lanes, Volumes, Timings Existing Traffic Volumes 360: Maitland Street & Horton Street PM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 72.5% 72.5% 72.5% 72.5% 27.5% 27.5% 27.5% 27.5% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Vehicle Extension (s) Recall Mode C-Max C-Max Max Max None None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS A A C C Approach Delay Approach LOS A A C C Cycle Length: 120 Actuated Cycle Length: 120 Offset: 85 (71%), Referenced to phase 2:EBTL, Start of Green Natural Cycle: 45 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.42 Intersection Signal Delay: 3.5 Intersection LOS: A Intersection Capacity Utilization 52.3% ICU Level of Service A Splits and Phases: 360: Maitland Street & Horton Street Page 50

113 Lanes, Volumes, Timings Existing Traffic Volumes 361: Colborne Street & Horton Street PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 1% 1% 0% 0% 1% 0% 0% 1% 0% 1% 0% 1% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Left Thru Left Thru Right Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type pm+pt NA Perm NA Perm NA Perm NA Perm Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Page 51 Lanes, Volumes, Timings Existing Traffic Volumes 361: Colborne Street & Horton Street PM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 21.7% 57.5% 35.8% 35.8% 42.5% 42.5% 42.5% 42.5% 42.5% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lag Vehicle Extension (s) Recall Mode None C-Max C-Max C-Max None None None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS B A B B D C E E C Approach Delay Approach LOS A B D D Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 70 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.71 Intersection Signal Delay: 25.5 Intersection LOS: C Intersection Capacity Utilization 68.1% ICU Level of Service C Splits and Phases: 361: Colborne Street & Horton Street Page 52

114 Lanes, Volumes, Timings Existing Traffic Volumes 369: Wellington Street & Grey Street PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 0% 0% 0% 0% 4% 7% 11% 2% 0% 0% 2% 4% Adj. Flow (vph) % Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Right Left Thru Thru Right Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Perm NA Perm Perm NA NA Perm Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Page 53 Lanes, Volumes, Timings Existing Traffic Volumes 369: Wellington Street & Grey Street PM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 30.8% 30.8% 30.8% 69.2% 69.2% 69.2% 69.2% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Vehicle Extension (s) Recall Mode None None None C-Max C-Max C-Max C-Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS D D B B A A A Approach Delay Approach LOS D A A Cycle Length: 120 Actuated Cycle Length: 120 Offset: 108 (90%), Referenced to phase 2:NBTL and 6:SBT, Start of Green Natural Cycle: 80 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.69 Intersection Signal Delay: 12.4 Intersection LOS: B Intersection Capacity Utilization 68.6% ICU Level of Service C Description: All-day Plan Splits and Phases: 369: Wellington Street & Grey Street Page 54

115 Lanes, Volumes, Timings Existing Traffic Volumes 374: Adelaide Street & Hamilton Road PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 2% 2% 0% 1% 4% 0% 1% 1% 0% 1% 2% 4% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Perm NA pm+pt NA Perm NA pm+pt NA Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Page 55 Lanes, Volumes, Timings Existing Traffic Volumes 374: Adelaide Street & Hamilton Road PM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 35.0% 35.0% 10.8% 45.8% 41.7% 41.7% 12.5% 54.2% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lag Lead Lag Lag Lead Vehicle Extension (s) Recall Mode C-Max C-Max None C-Max Max Max None Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS D D C C D D F C Approach Delay Approach LOS D C D D Cycle Length: 120 Actuated Cycle Length: 120 Offset: 109 (91%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.12 Intersection Signal Delay: 37.0 Intersection LOS: D Intersection Capacity Utilization 83.8% ICU Level of Service E Splits and Phases: 374: Adelaide Street & Hamilton Road Page 56

116 HCM Unsignalized Intersection Capacity Analysis 2017 Background Traffic Volumes 21: Adelaide Street & Grey Street AM Peak Hour Movement EBL EBR NBL NBT SBT SBR Volume (veh/h) Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor Hourly flow rate (vph) Pedestrians 22 1 Lane Width (m) Walking Speed (m/s) Percent Blockage 0 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 58 px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # NB 1 NB 2 SB 1 SB 2 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS A Approach Delay (s) Approach LOS Average Delay 1.2 Intersection Capacity Utilization 91.9% ICU Level of Service York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 2 Lanes, Volumes, Timings 2017 Background Traffic Volumes 29: Colborne Street & Grey Street AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Turning Speed (k/h) Number of Detectors Detector Template Left Thru Right Left Thru Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(m) Detector 2 Size(m) Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) Turn Type Perm NA Perm Perm NA NA Protected Phases 2 4 York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 3

117 Lanes, Volumes, Timings 2017 Background Traffic Volumes 29: Colborne Street & Grey Street AM Peak Hour Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 50.5% 50.5% 50.5% 49.5% 49.5% 49.5% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Vehicle Extension (s) Recall Mode Max Max Max None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS A A B B A Approach Delay Approach LOS A B A Cycle Length: 46.9 Actuated Cycle Length: 38.4 Natural Cycle: 50 Control Type: Semi Act-Uncoord Maximum v/c Ratio: 0.38 Intersection Signal Delay: 9.9 Intersection LOS: A Intersection Capacity Utilization 40.2% ICU Level of Service A Splits and Phases: 29: Colborne Street & Grey York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 4 HCM Unsignalized Intersection Capacity Analysis 2017 Background Traffic Volumes 38: Maitland Street & Nelson Street AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (veh/h) Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Hourly flow rate (vph) Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS A A A B Approach Delay (s) Approach LOS A B Average Delay 2.8 Intersection Capacity Utilization 19.6% ICU Level of Service York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 6

118 Lanes, Volumes, Timings 2017 Background Traffic Volumes 41: Adelaide Street & Nelson Street AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Turning Speed (k/h) Number of Detectors Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(m) Detector 2 Size(m) Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 7 Lanes, Volumes, Timings 2017 Background Traffic Volumes 41: Adelaide Street & Nelson Street AM Peak Hour Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 32.5% 32.5% 32.5% 32.5% 67.5% 67.5% 67.5% 67.5% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Vehicle Extension (s) Recall Mode None None None None C-Max C-Max C-Max C-Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS C B D C A A Approach Delay Approach LOS B C A A Cycle Length: 80 Actuated Cycle Length: 80 Offset: 49 (61%), Referenced to phase 2:NBSB and 6:, Start of Green Natural Cycle: 60 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.53 Intersection Signal Delay: 7.8 Intersection LOS: A Intersection Capacity Utilization 82.6% ICU Level of Service E Splits and Phases: 41: Adelaide Street & Nelson York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 8

119 HCM Unsignalized Intersection Capacity Analysis 2017 Background Traffic Volumes 42: Colborne Street & South Street AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Sign Control Stop Stop Stop Stop Volume (vph) Hourly flow rate (vph) Direction, Lane # EB 1 NB 1 SB 1 Volume Total (vph) Volume Left (vph) Volume Right (vph) Hadj (s) Departure Headway (s) Degree Utilization, x Capacity (veh/h) Control Delay (s) Approach Delay (s) Approach LOS A A A Delay 8.9 Level of Service A Intersection Capacity Utilization 39.8% ICU Level of Service York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 10 HCM Unsignalized Intersection Capacity Analysis 2017 Background Traffic Volumes 43: Adelaide Street & South Street AM Peak Hour Movement EBL EBR NBL NBT SBT SBR Volume (veh/h) Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor Hourly flow rate (vph) Pedestrians 4 Lane Width (m) 3.6 Walking Speed (m/s) 1.2 Percent Blockage 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked 0.87 vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 NB 1 NB 2 SB 1 SB 2 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS E Approach Delay (s) Approach LOS E Average Delay 1.3 Intersection Capacity Utilization 43.7% ICU Level of Service York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 12

120 HCM Unsignalized Intersection Capacity Analysis 2017 Background Traffic Volumes 45: Maitland Street & South Street AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (veh/h) Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Hourly flow rate (vph) Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 NB 1 SB 1 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS A A B Approach Delay (s) Approach LOS A B Average Delay 3.4 Intersection Capacity Utilization 28.3% ICU Level of Service York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 14 HCM Unsignalized Intersection Capacity Analysis 2017 Background Traffic Volumes 64: Maitland Street & Grey Street AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Sign Control Stop Stop Stop Stop Volume (vph) Hourly flow rate (vph) Direction, Lane # WB 1 NB 1 SB 1 Volume Total (vph) Volume Left (vph) Volume Right (vph) Hadj (s) Departure Headway (s) Degree Utilization, x Capacity (veh/h) Control Delay (s) Approach Delay (s) Approach LOS A A A Delay 8.1 Level of Service A Intersection Capacity Utilization 29.0% ICU Level of Service York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 16

121 HCM Unsignalized Intersection Capacity Analysis 2017 Background Traffic Volumes 65: Wellington Street & South Street AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (veh/h) Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Hourly flow rate (vph) Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage 2 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 304 px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS B B E Approach Delay (s) Approach LOS B Average Delay 1.5 Intersection Capacity Utilization 80.7% ICU Level of Service York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 18 Lanes, Volumes, Timings 2017 Background Traffic Volumes 307: Richmond Street & Dufferin Avenue AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 0% 1% 14% 0% 1% 4% 0% 13% 3% 1% 8% 2% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Perm NA Perm NA Perm NA pm+pt NA Perm Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 19

122 Lanes, Volumes, Timings 2017 Background Traffic Volumes 307: Richmond Street & Dufferin Avenue AM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 40.0% 40.0% 40.0% 40.0% 41.0% 41.0% 19.0% 60.0% 60.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lag Lead Vehicle Extension (s) Recall Mode None None None None C-Max C-Max None C-Max C-Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS C D D D C C C B B Approach Delay Approach LOS D D C C Cycle Length: 100 Actuated Cycle Length: 100 Offset: 23 (23%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 65 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.79 Intersection Signal Delay: 27.6 Intersection LOS: C Intersection Capacity Utilization 77.1% ICU Level of Service D Splits and Phases: 307: Richmond Street & Dufferin York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 20 Lanes, Volumes, Timings 2017 Background Traffic Volumes 309: Wellington Street & Dufferin Avenue AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 0% 0% 1% 13% 3% 1% 1% 4% 4% 13% 2% 0% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Turn Type Perm NA Perm Perm NA Perm Perm NA Perm NA Protected Phases Permitted Phases Minimum Split (s) Total Split (s) Total Split (%) 41.0% 41.0% 41.0% 41.0% 41.0% 41.0% 59.0% 59.0% 59.0% 59.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 21

123 Lanes, Volumes, Timings 2017 Background Traffic Volumes 309: Wellington Street & Dufferin Avenue AM Peak Hour Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS C A C C A A B Approach Delay Approach LOS B B A B Cycle Length: 100 Actuated Cycle Length: 100 Offset: 52 (52%), Referenced to phase 2:NBSB, Start of Green Natural Cycle: 50 Control Type: Pretimed Maximum v/c Ratio: 0.62 Intersection Signal Delay: 12.7 Intersection LOS: B Intersection Capacity Utilization 87.8% ICU Level of Service E Splits and Phases: 309: Wellington Street & Dufferin York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 22 Lanes, Volumes, Timings 2017 Background Traffic Volumes 311: Colborne Street & Dufferin Avenue AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 0% 1% 0% 0% 0% 0% 0% 2% 3% 0% 2% 0% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases Permitted Phases Minimum Split (s) Total Split (s) Total Split (%) 32.0% 32.0% 32.0% 32.0% 68.0% 68.0% 68.0% 68.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 23

124 Lanes, Volumes, Timings 2017 Background Traffic Volumes 311: Colborne Street & Dufferin Avenue AM Peak Hour Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS C C C C A A A A Approach Delay Approach LOS C C A A Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:NBSB, Start of Green Natural Cycle: 55 Control Type: Pretimed Maximum v/c Ratio: 0.52 Intersection Signal Delay: 10.3 Intersection LOS: B Intersection Capacity Utilization 69.3% ICU Level of Service C Splits and Phases: 311: Colborne Street & Dufferin York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 24 Lanes, Volumes, Timings 2017 Background Traffic Volumes 327: Richmond Street & Dundas Street AM Peak Hour Volume (vph) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) 2 10 Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 0% 1% 50% 0% 2% 0% 0% 2% 0% 0% 4% 0% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Headway Factor Turn Type NA NA NA NA Protected Phases Permitted Phases Minimum Split (s) Total Split (s) Total Split (%) 48.0% 48.0% 52.0% 52.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 25

125 Lanes, Volumes, Timings 2017 Background Traffic Volumes 327: Richmond Street & Dundas Street AM Peak Hour Queue Delay Total Delay LOS C A A A Approach Delay Approach LOS C A A A Area Type: CBD Cycle Length: 100 Actuated Cycle Length: 100 Offset: 24 (24%), Referenced to phase 2:EBWB, Start of Green Natural Cycle: 40 Control Type: Pretimed Maximum v/c Ratio: 0.52 Intersection Signal Delay: 11.8 Intersection LOS: B Intersection Capacity Utilization 46.4% ICU Level of Service A Description: E/W - Left Prohibited - all time WB - Right Prohibited / 3-6 Splits and Phases: 327: Richmond Street & Dundas York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 26 Lanes, Volumes, Timings 2017 Background Traffic Volumes 329: Wellington Street & Dundas Street AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 1% 8% 21% 2% 17% 4% 4% 3% 2% 4% 3% 10% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Turn Type Perm NA Perm Perm NA Perm Perm NA Perm Perm NA Protected Phases Permitted Phases Minimum Split (s) Total Split (s) Total Split (%) 46.0% 46.0% 46.0% 46.0% 46.0% 46.0% 54.0% 54.0% 54.0% 54.0% 54.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 27

126 Lanes, Volumes, Timings 2017 Background Traffic Volumes 329: Wellington Street & Dundas Street AM Peak Hour Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS C B D C C C D B D C Approach Delay Approach LOS C D C C Cycle Length: 100 Actuated Cycle Length: 100 Offset: 78 (78%), Referenced to phase 4:WBTL, Start of Green Natural Cycle: 65 Control Type: Pretimed Maximum v/c Ratio: 0.64 Intersection Signal Delay: 31.9 Intersection LOS: C Intersection Capacity Utilization 97.4% ICU Level of Service F Description: Updated Reference Phase as pre City of London Splits and Phases: 329: Wellington Street & Dundas York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 28 Lanes, Volumes, Timings 2017 Background Traffic Volumes 331: Colborne Street & Dundas Street AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 4% 2% 2% 9% 15% 8% 4% 2% 2% 1% 3% 3% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Turn Type Perm NA Perm Perm NA Perm Perm NA Perm Perm NA Protected Phases Permitted Phases Minimum Split (s) Total Split (s) Total Split (%) 40.0% 40.0% 40.0% 40.0% 40.0% 40.0% 60.0% 60.0% 60.0% 60.0% 60.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 29

127 Lanes, Volumes, Timings 2017 Background Traffic Volumes 331: Colborne Street & Dundas Street AM Peak Hour Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS C C B C C A A B A A A Approach Delay Approach LOS C B A A Cycle Length: 100 Actuated Cycle Length: 100 Offset: 74 (74%), Referenced to phase 2:EBWB, Start of Green Natural Cycle: 60 Control Type: Pretimed Maximum v/c Ratio: 0.58 Intersection Signal Delay: 14.9 Intersection LOS: B Intersection Capacity Utilization 72.0% ICU Level of Service C Splits and Phases: 331: Colborne Street & Dundas York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 30 Lanes, Volumes, Timings 2017 Background Traffic Volumes 332: Maitland Street & Dundas Street AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 15% 6% 0% 7% 9% 6% 17% 17% 6% 7% 0% 3% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Perm NA Perm D.Pm NA Perm Perm NA D.Pm NA Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 31

128 Lanes, Volumes, Timings 2017 Background Traffic Volumes 332: Maitland Street & Dundas Street AM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 71.0% 71.0% 71.0% 71.0% 71.0% 71.0% 29.0% 29.0% 29.0% 29.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Vehicle Extension (s) Recall Mode C-Max C-Max C-Max C-Max Max Max None None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS A A A A D C Approach Delay Approach LOS A A D C Cycle Length: 100 Actuated Cycle Length: 100 Offset: 90 (90%), Referenced to phase 2:EBWB, Start of Green Natural Cycle: 45 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.36 Intersection Signal Delay: 7.0 Intersection LOS: A Intersection Capacity Utilization 61.2% ICU Level of Service B Description: FREE? Timing Plans deleted Splits and Phases: 332: Maitland Street & Dundas York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 32 Lanes, Volumes, Timings 2017 Background Traffic Volumes 334: Adelaide Street & Dundas Street AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 0% 5% 6% 0% 9% 4% 0% 5% 4% 0% 3% 6% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Turn Type NA Perm NA NA NA Protected Phases Permitted Phases Minimum Split (s) Total Split (s) Total Split (%) 43.0% 43.0% 43.0% 57.0% 57.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 33

129 Lanes, Volumes, Timings 2017 Background Traffic Volumes 334: Adelaide Street & Dundas Street AM Peak Hour Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS B A C B C Approach Delay Approach LOS B C B C Cycle Length: 100 Actuated Cycle Length: 100 Offset: 16 (16%), Referenced to phase 2:WBT and 6:EBT, Start of Green Natural Cycle: 60 Control Type: Pretimed Maximum v/c Ratio: 0.67 Intersection Signal Delay: 19.8 Intersection LOS: B Intersection Capacity Utilization 56.3% ICU Level of Service B Description: E/W/NB - Left Prohibited - all time SB - Left Prohibited / 3-6 Splits and Phases: 334: Adelaide Street & Dundas York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 34 Lanes, Volumes, Timings 2017 Background Traffic Volumes 347: Richmond Street & York Street AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 0% 15% 3% 1% 5% 0% 1% 1% 0% 0% 4% 12% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases Permitted Phases Minimum Split (s) Total Split (s) Total Split (%) 59.0% 59.0% 59.0% 59.0% 41.0% 41.0% 41.0% 41.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 35

130 Lanes, Volumes, Timings 2017 Background Traffic Volumes 347: Richmond Street & York Street AM Peak Hour Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS B B C B C C B Approach Delay Approach LOS B B C B Cycle Length: 100 Actuated Cycle Length: 100 Offset: 90 (90%), Referenced to phase 2:EBWB, Start of Green Natural Cycle: 60 Control Type: Pretimed Maximum v/c Ratio: 0.69 Intersection Signal Delay: 17.9 Intersection LOS: B Intersection Capacity Utilization 88.3% ICU Level of Service E Splits and Phases: 347: Richmond Street & York York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 36 Lanes, Volumes, Timings 2017 Background Traffic Volumes 349: Wellington Street & York Street AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 1% 1% 2% 7% 3% 5% 2% 4% 2% 0% 3% 13% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Perm NA Perm pm+pt NA Perm pm+pt NA NA Perm Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 37

131 Lanes, Volumes, Timings 2017 Background Traffic Volumes 349: Wellington Street & York Street AM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 32.0% 32.0% 32.0% 13.0% 45.0% 45.0% 17.0% 55.0% 38.0% 38.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lag Lag Lead Lead Lag Lag Vehicle Extension (s) Recall Mode None None None None None None None C-Max C-Max C-Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS E E C E B A D D C A Approach Delay Approach LOS E C D C Cycle Length: 100 Actuated Cycle Length: 100 Offset: 55 (55%), Referenced to phase 2:NBTL and 6:SBT, Start of Green Natural Cycle: 100 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.01 Intersection Signal Delay: 44.5 Intersection LOS: D Intersection Capacity Utilization 89.2% ICU Level of Service E Splits and Phases: 349: Wellington Street & York York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 38 Lanes, Volumes, Timings 2017 Background Traffic Volumes 351: Colborne Street & York Street AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (#/hr) 7 Heavy Vehicles (%) 0% 2% 4% 6% 4% 6% 5% 3% 2% 0% 3% 4% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Turn Type pm+pt NA Perm NA Perm NA Perm NA Protected Phases Permitted Phases Minimum Split (s) Total Split (s) Total Split (%) 8.0% 44.0% 36.0% 36.0% 56.0% 56.0% 56.0% 56.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lag Yes Yes Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 39

132 Lanes, Volumes, Timings 2017 Background Traffic Volumes 351: Colborne Street & York Street AM Peak Hour Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS D C C C D B B B Approach Delay Approach LOS C C C B Cycle Length: 100 Actuated Cycle Length: 100 Offset: 64 (64%), Referenced to phase 2:WBTL, Start of Green Natural Cycle: 80 Control Type: Pretimed Maximum v/c Ratio: 0.81 Intersection Signal Delay: 23.1 Intersection LOS: C Intersection Capacity Utilization 74.4% ICU Level of Service D Splits and Phases: 351: Colborne Street & York York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 40 Lanes, Volumes, Timings 2017 Background Traffic Volumes 352: Maitland Street & York Street AM Peak Hour Volume (vph) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 0% 2% 0% 14% 2% 0% 8% 5% 4% 0% 13% 0% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Perm NA D.Pm NA Perm NA D.Pm NA Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 69.0% 69.0% 69.0% 69.0% 31.0% 31.0% 31.0% York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 41

133 Lanes, Volumes, Timings 2017 Background Traffic Volumes 352: Maitland Street & York Street AM Peak Hour Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Vehicle Extension (s) Recall Mode C-Max C-Max C-Max Max None None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS A A C C Approach Delay Approach LOS A A C C Cycle Length: 100 Actuated Cycle Length: 100 Offset: 56 (56%), Referenced to phase 2:EBWB, Start of Green Natural Cycle: 50 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.40 Intersection Signal Delay: 5.1 Intersection LOS: A Intersection Capacity Utilization 66.2% ICU Level of Service C Splits and Phases: 352: Maitland Street & York York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 42 Lanes, Volumes, Timings 2017 Background Traffic Volumes 357: Richmond Street & Horton Street AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 5% 3% 15% 9% 5% 6% 3% 2% 5% 11% 3% 20% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Left Thru Right Left Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type pm+pt NA Perm NA Perm NA Perm Perm NA Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 43

134 Lanes, Volumes, Timings 2017 Background Traffic Volumes 357: Richmond Street & Horton Street AM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 28.0% 60.0% 32.0% 32.0% 40.0% 40.0% 40.0% 40.0% 40.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lag Vehicle Extension (s) Recall Mode None C-Max C-Max C-Max None None None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS D A C C C D A E C Approach Delay Approach LOS B C D D Cycle Length: 100 Actuated Cycle Length: 100 Offset: 77 (77%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.82 Intersection Signal Delay: 25.7 Intersection LOS: C Intersection Capacity Utilization 89.1% ICU Level of Service E Description: Running 1 Plan for all Periods? Splits and Phases: 357: Richmond Street & Horton York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 44 Lanes, Volumes, Timings 2017 Background Traffic Volumes 359: Wellington Street & Horton Street AM Peak Hour Volume (vph) Lane Width (m) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 1% 4% 1% 6% 6% 3% 5% 3% 15% 4% 3% 4% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Headway Factor Number of Detectors Detector Template Left Thru Left Thru Right Left Thru Right Left Thru Right Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type pm+pt NA pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases Permitted Phases Detector Phase Switch York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 45

135 Lanes, Volumes, Timings 2017 Background Traffic Volumes 359: Wellington Street & Horton Street AM Peak Hour Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 12.0% 42.0% 10.0% 40.0% 40.0% 10.8% 38.0% 38.0% 10.0% 37.2% 37.2% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Vehicle Extension (s) Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS E C D D B C E A C C B Approach Delay Approach LOS C D D C Cycle Length: 100 Actuated Cycle Length: 100 Offset: 50 (50%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 115 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.03 Intersection Signal Delay: 39.7 Intersection LOS: D Intersection Capacity Utilization 90.9% ICU Level of Service E Description: All-day Plan Splits and Phases: 359: Wellington Street & Horton York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 46 Lanes, Volumes, Timings 2017 Background Traffic Volumes 360: Maitland Street & Horton Street AM Peak Hour Volume (vph) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 1% 4% 17% 14% 6% 25% 0% 10% 17% 8% 8% 25% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 73.0% 73.0% 73.0% 73.0% 27.0% 27.0% 27.0% York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 47

136 Lanes, Volumes, Timings 2017 Background Traffic Volumes 360: Maitland Street & Horton Street AM Peak Hour Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Vehicle Extension (s) Recall Mode C-Max C-Max Max Max None None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS A A C B Approach Delay Approach LOS A A C B Cycle Length: 100 Actuated Cycle Length: 100 Offset: 16 (16%), Referenced to phase 2:EBTL, Start of Green Natural Cycle: 45 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.26 Intersection Signal Delay: 7.9 Intersection LOS: A Intersection Capacity Utilization 52.4% ICU Level of Service A Splits and Phases: 360: Maitland Street & Horton York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 48 Lanes, Volumes, Timings 2017 Background Traffic Volumes 361: Colborne Street & Horton Street AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 2% 2% 0% 0% 1% 1% 0% 0% 0% 1% 1% 4% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Left Thru Left Thru Right Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type pm+pt NA Perm NA Perm NA Perm NA Perm Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 49

137 Lanes, Volumes, Timings 2017 Background Traffic Volumes 361: Colborne Street & Horton Street AM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 31.0% 67.0% 36.0% 36.0% 33.0% 33.0% 33.0% 33.0% 33.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lag Vehicle Extension (s) Recall Mode None C-Max C-Max C-Max None None None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS C B B A D C C D A Approach Delay Approach LOS B A D C Cycle Length: 100 Actuated Cycle Length: 100 Offset: 9 (9%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 70 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.59 Intersection Signal Delay: 19.9 Intersection LOS: B Intersection Capacity Utilization 71.2% ICU Level of Service C Splits and Phases: 361: Colborne Street & Horton York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 50 Lanes, Volumes, Timings 2017 Background Traffic Volumes 369: Wellington Street & Grey Street AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 4% 3% 2% 2% 3% 5% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Turning Speed (k/h) Number of Detectors Detector Template Left Thru Right Left Thru Thru Right Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(m) 9.4 Detector 2 Size(m) 0.6 Detector 2 Type Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 Turn Type Perm NA Perm Perm NA NA York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 51

138 Lanes, Volumes, Timings 2017 Background Traffic Volumes 369: Wellington Street & Grey Street AM Peak Hour Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 37.0% 37.0% 37.0% 63.0% 63.0% 63.0% 63.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Vehicle Extension (s) Recall Mode None None None C-Max C-Max C-Max C-Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS D C B A A A A Approach Delay Approach LOS D A A Cycle Length: 100 Actuated Cycle Length: 100 Offset: 30 (30%), Referenced to phase 2:NBTL and 6:SBT, Start of Green Natural Cycle: 80 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.67 Intersection Signal Delay: 10.9 Intersection LOS: B Intersection Capacity Utilization 60.4% ICU Level of Service B Description: All-day Plan Splits and Phases: 369: Wellington Street & Grey York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 53 Lanes, Volumes, Timings 2017 Background Traffic Volumes 374: Adelaide Street & Hamilton Road AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (#/hr) 4 Heavy Vehicles (%) 3% 4% 8% 2% 3% 5% 1% 3% 8% 4% 5% 5% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Perm NA pm+pt NA Perm NA pm+pt NA Protected Phases Permitted Phases Detector Phase Switch York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 55

139 Lanes, Volumes, Timings 2017 Background Traffic Volumes 374: Adelaide Street & Hamilton Road AM Peak Hour Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 35.0% 35.0% 10.0% 45.0% 43.0% 43.0% 12.0% 55.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lag Lead Lag Lag Lead Vehicle Extension (s) Recall Mode C-Max C-Max None C-Max Max Max None Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS E C C C D D D A Approach Delay Approach LOS D C D B Cycle Length: 100 Actuated Cycle Length: 100 Offset: 52 (52%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.86 Intersection Signal Delay: 28.2 Intersection LOS: C Intersection Capacity Utilization 87.2% ICU Level of Service E Splits and Phases: 374: Adelaide Street & Hamilton York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 56 HCM Unsignalized Intersection Capacity Analysis 2017 Future Background Traffic Volumes 41: Richmond Street & Grey Street PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (veh/h) Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Hourly flow rate (vph) Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 287 px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS D F A A Approach Delay (s) Approach LOS D F Average Delay 12.0 Intersection Capacity Utilization 51.9% ICU Level of Service A Page 2

140 HCM Unsignalized Intersection Capacity Analysis 2017 Future Background Traffic Volumes 43: Adelaide Street & Grey Street PM Peak Hour Movement EBL EBR NBL NBT SBT SBR Volume (veh/h) Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 52 px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # NB 1 NB 2 SB 1 SB 2 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS A Approach Delay (s) Approach LOS Average Delay 0.5 Intersection Capacity Utilization 84.1% ICU Level of Service E Page 4 HCM Unsignalized Intersection Capacity Analysis 2017 Future Background Traffic Volumes 45: Maitland Street & Grey Street PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Sign Control Stop Stop Stop Stop Volume (vph) Hourly flow rate (vph) Direction, Lane # WB 1 NB 1 SB 1 Volume Total (vph) Volume Left (vph) Volume Right (vph) Hadj (s) Departure Headway (s) Degree Utilization, x Capacity (veh/h) Control Delay (s) Approach Delay (s) Approach LOS A A A Delay 8.2 Level of Service A Intersection Capacity Utilization 32.7% ICU Level of Service A Page 6

141 Lanes, Volumes, Timings 2017 Future Background Traffic Volumes 52: Colborne Street & Grey Street PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Right Left Thru Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(m) Detector 2 Size(m) Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) Turn Type Perm NA Perm Perm NA NA Protected Phases Page 7 Lanes, Volumes, Timings 2017 Future Background Traffic Volumes 52: Colborne Street & Grey Street PM Peak Hour Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 50.5% 50.5% 50.5% 49.5% 49.5% 49.5% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Vehicle Extension (s) Recall Mode Max Max Max None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS A A B B A Approach Delay Approach LOS A B A Cycle Length: 46.9 Actuated Cycle Length: 40.5 Natural Cycle: 50 Control Type: Semi Act-Uncoord Maximum v/c Ratio: 0.56 Intersection Signal Delay: 9.7 Intersection LOS: A Intersection Capacity Utilization 49.1% ICU Level of Service A Splits and Phases: 52: Colborne Street & Grey Street Page 8

142 HCM Unsignalized Intersection Capacity Analysis 2017 Future Background Traffic Volumes 66: Adelaide Street & South Street PM Peak Hour Movement EBL EBR NBL NBT SBT SBR Volume (veh/h) Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor Hourly flow rate (vph) Pedestrians 7 Lane Width (m) 3.6 Walking Speed (m/s) 1.2 Percent Blockage 1 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 NB 1 NB 2 SB 1 SB 2 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS C Approach Delay (s) Approach LOS C Average Delay 0.5 Intersection Capacity Utilization 44.6% ICU Level of Service A Page 10 HCM Unsignalized Intersection Capacity Analysis 2017 Future Background Traffic Volumes 67: Maitland Street & South Street PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (veh/h) Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Hourly flow rate (vph) Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 NB 1 SB 1 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS A A A Approach Delay (s) Approach LOS A A Average Delay 4.2 Intersection Capacity Utilization 26.8% ICU Level of Service A Page 12

143 HCM Unsignalized Intersection Capacity Analysis 2017 Future Background Traffic Volumes 68: Wellington Street & South Street PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (veh/h) Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Hourly flow rate (vph) Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 279 px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS B D C Approach Delay (s) Approach LOS B Average Delay 0.4 Intersection Capacity Utilization 70.0% ICU Level of Service C Page 14 HCM Unsignalized Intersection Capacity Analysis 2017 Future Background Traffic Volumes 69: Colborne Street & South Street PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Sign Control Stop Stop Stop Stop Volume (vph) Hourly flow rate (vph) Direction, Lane # EB 1 NB 1 SB 1 Volume Total (vph) Volume Left (vph) Volume Right (vph) Hadj (s) Departure Headway (s) Degree Utilization, x Capacity (veh/h) Control Delay (s) Approach Delay (s) Approach LOS A A A Delay 8.1 Level of Service A Intersection Capacity Utilization 33.5% ICU Level of Service A Page 16

144 HCM Unsignalized Intersection Capacity Analysis 2017 Future Background Traffic Volumes 72: Maitland Street & Nelson Street PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (veh/h) Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Hourly flow rate (vph) Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS A A B B Approach Delay (s) Approach LOS B B Average Delay 2.5 Intersection Capacity Utilization 24.3% ICU Level of Service A Page 18 Lanes, Volumes, Timings 2017 Future Background Traffic Volumes 74: Adelaide Street & Nelson Street PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(m) Detector 2 Size(m) Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases Page 19

145 Lanes, Volumes, Timings 2017 Future Background Traffic Volumes 74: Adelaide Street & Nelson Street PM Peak Hour Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 32.5% 32.5% 32.5% 32.5% 67.5% 67.5% 67.5% 67.5% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Vehicle Extension (s) Recall Mode None None None None C-Max C-Max C-Max C-Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS C C D B A A Approach Delay Approach LOS C C A A Cycle Length: 80 Actuated Cycle Length: 80 Offset: 13 (16%), Referenced to phase 2:NBSB and 6:, Start of Green Natural Cycle: 60 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.57 Intersection Signal Delay: 9.3 Intersection LOS: A Intersection Capacity Utilization 81.9% ICU Level of Service D Splits and Phases: 74: Adelaide Street & Nelson Street Page 20 Lanes, Volumes, Timings 2017 Future Background Traffic Volumes 307: Richmond Street & Dufferin Avenue PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Heavy Vehicles (%) 0% 1% 4% 8% 1% 9% 4% 9% 5% 2% 8% 2% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type pm+pt NA Perm NA Perm NA pm+pt NA Perm Protected Phases Permitted Phases Detector Phase Switch Phase Page 21

146 Lanes, Volumes, Timings 2017 Future Background Traffic Volumes 307: Richmond Street & Dufferin Avenue PM Peak Hour Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 6.7% 41.7% 35.0% 35.0% 39.2% 39.2% 19.2% 58.3% 58.3% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lag Lag Lag Lead Yes Yes Yes Vehicle Extension (s) Recall Mode None None None None C-Max C-Max None C-Max C-Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS E D D E C C B B A Approach Delay Approach LOS D D C B Cycle Length: 120 Actuated Cycle Length: 120 Offset: 91 (76%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 75 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.84 Intersection Signal Delay: 31.0 Intersection LOS: C Intersection Capacity Utilization 75.1% ICU Level of Service D Splits and Phases: 307: Richmond Street & Dufferin Avenue Page 22 Lanes, Volumes, Timings 2017 Future Background Traffic Volumes 309: Wellington Street & Dufferin Avenue PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 3% 3% 1% 3% 1% 3% 1% 2% 5% 4% 3% 3% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Turn Type Perm NA Perm Perm NA Perm Perm NA Perm NA Protected Phases Permitted Phases Minimum Split (s) Total Split (s) Total Split (%) 51.7% 51.7% 51.7% 51.7% 51.7% 51.7% 48.3% 48.3% 48.3% 48.3% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Page 23

147 Lanes, Volumes, Timings 2017 Future Background Traffic Volumes 309: Wellington Street & Dufferin Avenue PM Peak Hour Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS C B C B A D C Approach Delay Approach LOS C B D C Cycle Length: 120 Actuated Cycle Length: 120 Offset: 88 (73%), Referenced to phase 2:NBSB, Start of Green Natural Cycle: 70 Control Type: Pretimed Maximum v/c Ratio: 0.87 Intersection Signal Delay: 27.8 Intersection LOS: C Intersection Capacity Utilization 105.1% ICU Level of Service G Splits and Phases: 309: Wellington Street & Dufferin Avenue Page 24 Lanes, Volumes, Timings 2017 Future Background Traffic Volumes 311: Colborne Street & Dufferin Avenue PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 0% 1% 2% 2% 1% 4% 2% 1% 2% 0% 1% 0% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases Permitted Phases Minimum Split (s) Total Split (s) Total Split (%) 39.2% 39.2% 39.2% 39.2% 60.8% 60.8% 60.8% 60.8% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Page 25

148 Lanes, Volumes, Timings 2017 Future Background Traffic Volumes 311: Colborne Street & Dufferin Avenue PM Peak Hour Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS C C C C B C B B Approach Delay Approach LOS C C C B Cycle Length: 120 Actuated Cycle Length: 120 Offset: 44 (37%), Referenced to phase 2:NBSB, Start of Green Natural Cycle: 50 Control Type: Pretimed Maximum v/c Ratio: 0.55 Intersection Signal Delay: 21.7 Intersection LOS: C Intersection Capacity Utilization 67.5% ICU Level of Service C Splits and Phases: 311: Colborne Street & Dufferin Avenue Page 26 Lanes, Volumes, Timings 2017 Future Background Traffic Volumes 327: Richmond Street & Dundas Street PM Peak Hour Volume (vph) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) 4 1 Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 0% 1% 0% 0% 2% 0% 0% 2% 0% 0% 1% 0% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Headway Factor Turn Type Perm NA NA NA Perm NA Protected Phases Permitted Phases 2 4 Minimum Split (s) Total Split (s) Total Split (%) 51.7% 51.7% 51.7% 48.3% 48.3% 48.3% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Page 27

149 Lanes, Volumes, Timings 2017 Future Background Traffic Volumes 327: Richmond Street & Dundas Street PM Peak Hour Queue Delay Total Delay LOS C C C C Approach Delay Approach LOS C C C C Area Type: CBD Cycle Length: 120 Actuated Cycle Length: 120 Offset: 39 (33%), Referenced to phase 2:EBWB, Start of Green Natural Cycle: 40 Control Type: Pretimed Maximum v/c Ratio: 0.42 Intersection Signal Delay: 22.6 Intersection LOS: C Intersection Capacity Utilization 42.6% ICU Level of Service A Description: E/W - Left Prohibited - all time WB - Right Prohibited / 3-6 Splits and Phases: 327: Richmond Street & Dundas Street Page 28 Lanes, Volumes, Timings 2017 Future Background Traffic Volumes 329: Wellington Street & Dundas Street PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 4% 12% 15% 3% 8% 4% 2% 2% 2% 1% 1% 0% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Turn Type Perm NA Perm Perm NA Perm Perm NA Perm Perm NA Protected Phases Permitted Phases Minimum Split (s) Total Split (s) Total Split (%) 43.3% 43.3% 43.3% 43.3% 43.3% 43.3% 56.7% 56.7% 56.7% 56.7% 56.7% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Page 29

150 Lanes, Volumes, Timings 2017 Future Background Traffic Volumes 329: Wellington Street & Dundas Street PM Peak Hour Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS D B D C B C C A E B Approach Delay Approach LOS C C C C Cycle Length: 120 Actuated Cycle Length: 120 Offset: 112 (93%), Referenced to phase 2:NBTL, Start of Green Natural Cycle: 90 Control Type: Pretimed Maximum v/c Ratio: 0.85 Intersection Signal Delay: 26.0 Intersection LOS: C Intersection Capacity Utilization 99.3% ICU Level of Service F Splits and Phases: 329: Wellington Street & Dundas Street Page 30 Lanes, Volumes, Timings 2017 Future Background Traffic Volumes 331: Colborne Street & Dundas Street PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 3% 6% 8% 0% 6% 4% 0% 1% 1% 0% 1% 0% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Turn Type Perm NA Perm Perm NA Perm Perm NA Perm Perm NA Protected Phases Permitted Phases Minimum Split (s) Total Split (s) Total Split (%) 40.0% 40.0% 40.0% 40.0% 40.0% 40.0% 60.0% 60.0% 60.0% 60.0% 60.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Page 31

151 Lanes, Volumes, Timings 2017 Future Background Traffic Volumes 331: Colborne Street & Dundas Street PM Peak Hour Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS C D B D C B B C A B C Approach Delay Approach LOS C C C C Cycle Length: 120 Actuated Cycle Length: 120 Offset: 1 (1%), Referenced to phase 2:EBWB, Start of Green Natural Cycle: 60 Control Type: Pretimed Maximum v/c Ratio: 0.67 Intersection Signal Delay: 25.9 Intersection LOS: C Intersection Capacity Utilization 75.4% ICU Level of Service D Splits and Phases: 331: Colborne Street & Dundas Street Page 32 Lanes, Volumes, Timings 2017 Future Background Traffic Volumes 332: Maitland Street & Dundas Street PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 0% 9% 13% 0% 7% 0% 10% 8% 5% 0% 42% 6% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Perm NA Perm Perm NA Perm Perm NA Perm NA Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Page 33

152 Lanes, Volumes, Timings 2017 Future Background Traffic Volumes 332: Maitland Street & Dundas Street PM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 75.8% 75.8% 75.8% 75.8% 75.8% 75.8% 24.2% 24.2% 24.2% 24.2% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Vehicle Extension (s) Recall Mode C-Max C-Max C-Max Max Max Max None None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS A A A A D D Approach Delay Approach LOS A A D D Cycle Length: 120 Actuated Cycle Length: 120 Offset: 112 (93%), Referenced to phase 2:EBTL, Start of Green Natural Cycle: 50 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.38 Intersection Signal Delay: 5.2 Intersection LOS: A Intersection Capacity Utilization 58.4% ICU Level of Service B Description: FREE? Timing Plans deleted Splits and Phases: 332: Maitland Street & Dundas Street Page 34 Lanes, Volumes, Timings 2017 Future Background Traffic Volumes 334: Adelaide Street & Dundas Street PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 0% 5% 8% 0% 4% 0% 0% 2% 0% 0% 2% 0% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Turn Type NA Perm NA NA NA Protected Phases Permitted Phases 6 Minimum Split (s) Total Split (s) Total Split (%) 48.3% 48.3% 48.3% 51.7% 51.7% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Page 35

153 Lanes, Volumes, Timings 2017 Future Background Traffic Volumes 334: Adelaide Street & Dundas Street PM Peak Hour Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS C B C D D Approach Delay Approach LOS C C D D Cycle Length: 120 Actuated Cycle Length: 120 Offset: 61 (51%), Referenced to phase 2:WBT and 6:EBT, Start of Green Natural Cycle: 70 Control Type: Pretimed Maximum v/c Ratio: 0.80 Intersection Signal Delay: 42.1 Intersection LOS: D Intersection Capacity Utilization 62.7% ICU Level of Service B Splits and Phases: 334: Adelaide Street & Dundas Street Page 36 Lanes, Volumes, Timings 2017 Future Background Traffic Volumes 347: Richmond Street & York Street PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 0% 6% 2% 0% 6% 1% 0% 2% 2% 0% 1% 3% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases Permitted Phases Minimum Split (s) Total Split (s) Total Split (%) 69.2% 69.2% 69.2% 69.2% 30.8% 30.8% 30.8% 30.8% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Page 37

154 Lanes, Volumes, Timings 2017 Future Background Traffic Volumes 347: Richmond Street & York Street PM Peak Hour Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS B A B B D D D Approach Delay Approach LOS B B D D Cycle Length: 120 Actuated Cycle Length: 120 Offset: 21 (18%), Referenced to phase 2:EBWB, Start of Green Natural Cycle: 60 Control Type: Pretimed Maximum v/c Ratio: 0.62 Intersection Signal Delay: 20.5 Intersection LOS: C Intersection Capacity Utilization 78.4% ICU Level of Service D Splits and Phases: 347: Richmond Street & York Street Page 38 Lanes, Volumes, Timings 2017 Future Background Traffic Volumes 349: Wellington Street & York Street PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 2% 1% 0% 0% 1% 1% 1% 3% 3% 0% 3% 7% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Perm NA Perm pm+pt NA Perm pm+pt NA NA Perm Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Page 39

155 Lanes, Volumes, Timings 2017 Future Background Traffic Volumes 349: Wellington Street & York Street PM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 27.5% 27.5% 27.5% 15.8% 43.3% 43.3% 16.7% 56.7% 40.0% 40.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lag Lag Lead Lead Lag Lag Vehicle Extension (s) Recall Mode None None None None None None None C-Max C-Max C-Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS F E B E D B E D F B Approach Delay Approach LOS E D D F Cycle Length: 120 Actuated Cycle Length: 120 Offset: 98 (82%), Referenced to phase 2:NBTL and 6:SBT, Start of Green Natural Cycle: 100 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.26 Intersection Signal Delay: 57.5 Intersection LOS: E Intersection Capacity Utilization 94.5% ICU Level of Service F Splits and Phases: 349: Wellington Street & York Street Page 40 Lanes, Volumes, Timings 2017 Future Background Traffic Volumes 351: Colborne Street & York Street PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 0% 3% 0% 2% 2% 1% 4% 2% 1% 1% 2% 5% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases Permitted Phases Minimum Split (s) Total Split (s) Total Split (%) 55.8% 55.8% 55.8% 55.8% 44.2% 44.2% 44.2% 44.2% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Page 41

156 Lanes, Volumes, Timings 2017 Future Background Traffic Volumes 351: Colborne Street & York Street PM Peak Hour Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS E C C B D C D C Approach Delay Approach LOS C B C C Cycle Length: 120 Actuated Cycle Length: 120 Offset: 107 (89%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green Natural Cycle: 75 Control Type: Pretimed Maximum v/c Ratio: 0.86 Intersection Signal Delay: 25.4 Intersection LOS: C Intersection Capacity Utilization 77.7% ICU Level of Service D Splits and Phases: 351: Colborne Street & York Street Page 42 Lanes, Volumes, Timings 2017 Future Background Traffic Volumes 352: Maitland Street & York Street PM Peak Hour Volume (vph) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 0% 1% 0% 3% 1% 0% 0% 0% 3% 0% 0% 0% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 75.8% 75.8% 75.8% 75.8% 24.2% 24.2% 24.2% 24.2% Page 43

157 Lanes, Volumes, Timings 2017 Future Background Traffic Volumes 352: Maitland Street & York Street PM Peak Hour Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Vehicle Extension (s) Recall Mode C-Max C-Max Max Max None None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS A A D C Approach Delay Approach LOS A A D C Cycle Length: 120 Actuated Cycle Length: 120 Offset: 118 (98%), Referenced to phase 2:EBTL, Start of Green Natural Cycle: 55 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.42 Intersection Signal Delay: 4.1 Intersection LOS: A Intersection Capacity Utilization 63.8% ICU Level of Service B Splits and Phases: 352: Maitland Street & York Street Page 44 Lanes, Volumes, Timings 2017 Future Background Traffic Volumes 357: Richmond Street & Horton Street PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 9% 2% 9% 10% 1% 3% 5% 4% 4% 4% 2% 7% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Left Thru Right Left Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type pm+pt NA Perm NA pm+pt NA Perm Perm NA Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Page 45

158 Lanes, Volumes, Timings 2017 Future Background Traffic Volumes 357: Richmond Street & Horton Street PM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 12.5% 60.0% 47.5% 47.5% 6.7% 40.0% 40.0% 33.3% 33.3% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lag Lead Lag Lag Yes Yes Yes Yes Yes Vehicle Extension (s) Recall Mode None C-Max C-Max C-Max None None None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS C B C C D C A D C Approach Delay Approach LOS B C D C Cycle Length: 120 Actuated Cycle Length: 120 Offset: 56 (47%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 85 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.73 Intersection Signal Delay: 24.6 Intersection LOS: C Intersection Capacity Utilization 85.8% ICU Level of Service E Splits and Phases: 357: Richmond Street & Horton Street Page 46 Lanes, Volumes, Timings 2017 Future Background Traffic Volumes 359: Wellington Street & Horton Street PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 3% 3% 5% 2% 3% 4% 2% 2% 4% 3% 2% 1% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Right Left Thru Right Left Thru Right Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type pm+pt NA pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Page 47

159 Lanes, Volumes, Timings 2017 Future Background Traffic Volumes 359: Wellington Street & Horton Street PM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 9.2% 34.2% 10.8% 35.8% 35.8% 10.0% 45.0% 45.0% 10.0% 45.0% 45.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Vehicle Extension (s) Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS D C E D B F C A C C A Approach Delay Approach LOS D D C C Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 95 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.02 Intersection Signal Delay: 33.5 Intersection LOS: C Intersection Capacity Utilization 93.6% ICU Level of Service F Description: All-day Plan Splits and Phases: 359: Wellington Street & Horton Street Page 48 Lanes, Volumes, Timings 2017 Future Background Traffic Volumes 360: Maitland Street & Horton Street PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 0% 3% 7% 6% 3% 10% 0% 25% 0% 7% 8% 1% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Page 49

160 Lanes, Volumes, Timings 2017 Future Background Traffic Volumes 360: Maitland Street & Horton Street PM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 72.5% 72.5% 72.5% 72.5% 27.5% 27.5% 27.5% 27.5% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Vehicle Extension (s) Recall Mode C-Max C-Max Max Max None None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS A A C C Approach Delay Approach LOS A A C C Cycle Length: 120 Actuated Cycle Length: 120 Offset: 85 (71%), Referenced to phase 2:EBTL, Start of Green Natural Cycle: 45 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.44 Intersection Signal Delay: 3.5 Intersection LOS: A Intersection Capacity Utilization 55.6% ICU Level of Service B Splits and Phases: 360: Maitland Street & Horton Street Page 50 Lanes, Volumes, Timings 2017 Future Background Traffic Volumes 361: Colborne Street & Horton Street PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 1% 1% 0% 0% 1% 0% 0% 1% 0% 1% 0% 1% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Left Thru Left Thru Right Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type pm+pt NA Perm NA Perm NA Perm NA Perm Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Page 51

161 Lanes, Volumes, Timings 2017 Future Background Traffic Volumes 361: Colborne Street & Horton Street PM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 21.7% 57.5% 35.8% 35.8% 42.5% 42.5% 42.5% 42.5% 42.5% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lag Vehicle Extension (s) Recall Mode None C-Max C-Max C-Max None None None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS B A B B D C E E C Approach Delay Approach LOS A B D D Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 70 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.73 Intersection Signal Delay: 25.5 Intersection LOS: C Intersection Capacity Utilization 69.7% ICU Level of Service C Splits and Phases: 361: Colborne Street & Horton Street Page 52 Lanes, Volumes, Timings 2017 Future Background Traffic Volumes 369: Wellington Street & Grey Street PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 0% 0% 0% 0% 4% 7% 11% 2% 0% 0% 2% 4% Adj. Flow (vph) % Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Right Left Thru Thru Right Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Perm NA Perm Perm NA NA Perm Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Page 53

162 Lanes, Volumes, Timings 2017 Future Background Traffic Volumes 369: Wellington Street & Grey Street PM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 30.8% 30.8% 30.8% 69.2% 69.2% 69.2% 69.2% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Vehicle Extension (s) Recall Mode None None None C-Max C-Max C-Max C-Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS D D B B B A A Approach Delay Approach LOS D B A Cycle Length: 120 Actuated Cycle Length: 120 Offset: 108 (90%), Referenced to phase 2:NBTL and 6:SBT, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.72 Intersection Signal Delay: 13.6 Intersection LOS: B Intersection Capacity Utilization 72.5% ICU Level of Service C Description: All-day Plan Splits and Phases: 369: Wellington Street & Grey Street Page 54 Lanes, Volumes, Timings 2017 Future Background Traffic Volumes 374: Adelaide Street & Hamilton Road PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 2% 2% 0% 1% 4% 0% 1% 1% 0% 1% 2% 4% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Perm NA pm+pt NA Perm NA pm+pt NA Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Page 55

163 Lanes, Volumes, Timings 2017 Future Background Traffic Volumes 374: Adelaide Street & Hamilton Road PM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 35.0% 35.0% 10.8% 45.8% 37.5% 37.5% 16.7% 54.2% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lag Lead Lag Lag Lead Vehicle Extension (s) Recall Mode C-Max C-Max None C-Max Max Max None Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS D D D C E E E C Approach Delay Approach LOS D C E C Cycle Length: 120 Actuated Cycle Length: 120 Offset: 109 (91%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.96 Intersection Signal Delay: 39.7 Intersection LOS: D Intersection Capacity Utilization 87.7% ICU Level of Service E Splits and Phases: 374: Adelaide Street & Hamilton Road Page 56 HCM Unsignalized Intersection Capacity Analysis 2017 Future Traffic Volumes 21: Adelaide Street & Grey Street AM Peak Hour Movement EBL EBR NBL NBT SBT SBR Volume (veh/h) Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor Hourly flow rate (vph) Pedestrians 22 1 Lane Width (m) Walking Speed (m/s) Percent Blockage 0 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 58 px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # NB 1 NB 2 SB 1 SB 2 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS A Approach Delay (s) Approach LOS Average Delay 1.2 Intersection Capacity Utilization 91.9% ICU Level of Service York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 2

164 Lanes, Volumes, Timings 2017 Future Traffic Volumes 29: Colborne Street & Grey Street AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Turning Speed (k/h) Number of Detectors Detector Template Left Thru Right Left Thru Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(m) Detector 2 Size(m) Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) Turn Type Perm NA Perm Perm NA NA Protected Phases 2 4 York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 3 Lanes, Volumes, Timings 2017 Future Traffic Volumes 29: Colborne Street & Grey Street AM Peak Hour Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 50.5% 50.5% 50.5% 49.5% 49.5% 49.5% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Vehicle Extension (s) Recall Mode Max Max Max None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS A A B B A Approach Delay Approach LOS A B A Cycle Length: 46.9 Actuated Cycle Length: 39.5 Natural Cycle: 50 Control Type: Semi Act-Uncoord Maximum v/c Ratio: 0.45 Intersection Signal Delay: 10.2 Intersection LOS: B Intersection Capacity Utilization 41.5% ICU Level of Service A Splits and Phases: 29: Colborne Street & Grey York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 4

165 HCM Unsignalized Intersection Capacity Analysis 2017 Future Traffic Volumes 38: Maitland Street & Nelson Street AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (veh/h) Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Hourly flow rate (vph) Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS A A A B Approach Delay (s) Approach LOS A B Average Delay 2.7 Intersection Capacity Utilization 20.0% ICU Level of Service York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 6 Lanes, Volumes, Timings 2017 Future Traffic Volumes 41: Adelaide Street & Nelson Street AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Turning Speed (k/h) Number of Detectors Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(m) Detector 2 Size(m) Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 7

166 Lanes, Volumes, Timings 2017 Future Traffic Volumes 41: Adelaide Street & Nelson Street AM Peak Hour Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 32.5% 32.5% 32.5% 32.5% 67.5% 67.5% 67.5% 67.5% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Vehicle Extension (s) Recall Mode None None None None C-Max C-Max C-Max C-Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS C B D C A A Approach Delay Approach LOS B C A A Cycle Length: 80 Actuated Cycle Length: 80 Offset: 49 (61%), Referenced to phase 2:NBSB and 6:, Start of Green Natural Cycle: 60 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.55 Intersection Signal Delay: 8.0 Intersection LOS: A Intersection Capacity Utilization 83.6% ICU Level of Service E Splits and Phases: 41: Adelaide Street & Nelson York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 8 HCM Unsignalized Intersection Capacity Analysis 2017 Future Traffic Volumes 42: Colborne Street & South Street AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Sign Control Stop Stop Stop Stop Volume (vph) Hourly flow rate (vph) Direction, Lane # EB 1 NB 1 SB 1 Volume Total (vph) Volume Left (vph) Volume Right (vph) Hadj (s) Departure Headway (s) Degree Utilization, x Capacity (veh/h) Control Delay (s) Approach Delay (s) Approach LOS B A A Delay 9.7 Level of Service A Intersection Capacity Utilization 43.4% ICU Level of Service York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 10

167 HCM Unsignalized Intersection Capacity Analysis 2017 Future Traffic Volumes 43: Adelaide Street & South Street AM Peak Hour Movement EBL EBR NBL NBT SBT SBR Volume (veh/h) Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor Hourly flow rate (vph) Pedestrians 4 Lane Width (m) 3.6 Walking Speed (m/s) 1.2 Percent Blockage 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked 0.87 vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 NB 1 NB 2 SB 1 SB 2 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS D Approach Delay (s) Approach LOS D Average Delay 1.5 Intersection Capacity Utilization 45.1% ICU Level of Service York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 12 HCM Unsignalized Intersection Capacity Analysis 2017 Future Traffic Volumes 45: Maitland Street & South Street AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (veh/h) Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Hourly flow rate (vph) Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 NB 1 SB 1 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS A A B Approach Delay (s) Approach LOS A B Average Delay 3.0 Intersection Capacity Utilization 29.5% ICU Level of Service York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 14

168 HCM Unsignalized Intersection Capacity Analysis 2017 Future Traffic Volumes 52: Richmond Street & Grey Street AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (veh/h) Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Hourly flow rate (vph) Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 288 px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS D C A Approach Delay (s) Approach LOS D C Average Delay 3.3 Intersection Capacity Utilization 52.0% ICU Level of Service York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 16 HCM Unsignalized Intersection Capacity Analysis 2017 Future Traffic Volumes 64: Maitland Street & Grey Street AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Sign Control Stop Stop Stop Stop Volume (vph) Hourly flow rate (vph) Direction, Lane # WB 1 NB 1 SB 1 Volume Total (vph) Volume Left (vph) Volume Right (vph) Hadj (s) Departure Headway (s) Degree Utilization, x Capacity (veh/h) Control Delay (s) Approach Delay (s) Approach LOS A A A Delay 8.1 Level of Service A Intersection Capacity Utilization 29.0% ICU Level of Service York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 18

169 HCM Unsignalized Intersection Capacity Analysis 2017 Future Traffic Volumes 65: Wellington Street & South Street AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (veh/h) Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Hourly flow rate (vph) Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage 2 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 304 px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS B B E Approach Delay (s) Approach LOS B Average Delay 1.7 Intersection Capacity Utilization 81.7% ICU Level of Service York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 20 Lanes, Volumes, Timings 2017 Future Traffic Volumes 307: Richmond Street & Dufferin Avenue AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 0% 1% 14% 0% 1% 4% 0% 13% 3% 1% 8% 2% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Perm NA Perm NA Perm NA pm+pt NA Perm Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 21

170 Lanes, Volumes, Timings 2017 Future Traffic Volumes 307: Richmond Street & Dufferin Avenue AM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 40.0% 40.0% 40.0% 40.0% 41.0% 41.0% 19.0% 60.0% 60.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lag Lead Vehicle Extension (s) Recall Mode None None None None C-Max C-Max None C-Max C-Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS C D D D C C C B B Approach Delay Approach LOS D D C C Cycle Length: 100 Actuated Cycle Length: 100 Offset: 23 (23%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 65 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.79 Intersection Signal Delay: 27.7 Intersection LOS: C Intersection Capacity Utilization 77.1% ICU Level of Service D Splits and Phases: 307: Richmond Street & Dufferin York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 22 Lanes, Volumes, Timings 2017 Future Traffic Volumes 309: Wellington Street & Dufferin Avenue AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 0% 0% 1% 13% 3% 1% 1% 4% 4% 13% 2% 0% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Turn Type Perm NA Perm Perm NA Perm Perm NA Perm NA Protected Phases Permitted Phases Minimum Split (s) Total Split (s) Total Split (%) 41.0% 41.0% 41.0% 41.0% 41.0% 41.0% 59.0% 59.0% 59.0% 59.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 23

171 Lanes, Volumes, Timings 2017 Future Traffic Volumes 309: Wellington Street & Dufferin Avenue AM Peak Hour Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS C A C C A A B Approach Delay Approach LOS B B A B Cycle Length: 100 Actuated Cycle Length: 100 Offset: 52 (52%), Referenced to phase 2:NBSB, Start of Green Natural Cycle: 55 Control Type: Pretimed Maximum v/c Ratio: 0.63 Intersection Signal Delay: 12.8 Intersection LOS: B Intersection Capacity Utilization 88.2% ICU Level of Service E Splits and Phases: 309: Wellington Street & Dufferin York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 24 Lanes, Volumes, Timings 2017 Future Traffic Volumes 311: Colborne Street & Dufferin Avenue AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 0% 1% 0% 0% 0% 0% 0% 2% 3% 0% 2% 0% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases Permitted Phases Minimum Split (s) Total Split (s) Total Split (%) 32.0% 32.0% 32.0% 32.0% 68.0% 68.0% 68.0% 68.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 25

172 Lanes, Volumes, Timings 2017 Future Traffic Volumes 311: Colborne Street & Dufferin Avenue AM Peak Hour Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS C C C C A A A A Approach Delay Approach LOS C C A A Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:NBSB, Start of Green Natural Cycle: 55 Control Type: Pretimed Maximum v/c Ratio: 0.52 Intersection Signal Delay: 10.3 Intersection LOS: B Intersection Capacity Utilization 69.6% ICU Level of Service C Splits and Phases: 311: Colborne Street & Dufferin York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 26 Lanes, Volumes, Timings 2017 Future Traffic Volumes 327: Richmond Street & Dundas Street AM Peak Hour Volume (vph) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) 2 10 Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 0% 1% 50% 0% 2% 0% 0% 2% 0% 0% 4% 0% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Headway Factor Turn Type NA NA NA NA Protected Phases Permitted Phases Minimum Split (s) Total Split (s) Total Split (%) 48.0% 48.0% 52.0% 52.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 27

173 Lanes, Volumes, Timings 2017 Future Traffic Volumes 327: Richmond Street & Dundas Street AM Peak Hour Queue Delay Total Delay LOS C A A A Approach Delay Approach LOS C A A A Area Type: CBD Cycle Length: 100 Actuated Cycle Length: 100 Offset: 24 (24%), Referenced to phase 2:EBWB, Start of Green Natural Cycle: 40 Control Type: Pretimed Maximum v/c Ratio: 0.52 Intersection Signal Delay: 11.9 Intersection LOS: B Intersection Capacity Utilization 46.9% ICU Level of Service A Description: E/W - Left Prohibited - all time WB - Right Prohibited / 3-6 Splits and Phases: 327: Richmond Street & Dundas York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 28 Lanes, Volumes, Timings 2017 Future Traffic Volumes 329: Wellington Street & Dundas Street AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 1% 8% 21% 2% 17% 4% 4% 3% 2% 4% 3% 10% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Turn Type Perm NA Perm Perm NA Perm Perm NA Perm Perm NA Protected Phases Permitted Phases Minimum Split (s) Total Split (s) Total Split (%) 46.0% 46.0% 46.0% 46.0% 46.0% 46.0% 54.0% 54.0% 54.0% 54.0% 54.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 29

174 Lanes, Volumes, Timings 2017 Future Traffic Volumes 329: Wellington Street & Dundas Street AM Peak Hour Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS C B D C C C D B D C Approach Delay Approach LOS C D C C Cycle Length: 100 Actuated Cycle Length: 100 Offset: 78 (78%), Referenced to phase 4:WBTL, Start of Green Natural Cycle: 65 Control Type: Pretimed Maximum v/c Ratio: 0.64 Intersection Signal Delay: 32.4 Intersection LOS: C Intersection Capacity Utilization 97.9% ICU Level of Service F Description: Updated Reference Phase as pre City of London Splits and Phases: 329: Wellington Street & Dundas York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 30 Lanes, Volumes, Timings 2017 Future Traffic Volumes 331: Colborne Street & Dundas Street AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 4% 2% 2% 9% 15% 8% 4% 2% 2% 1% 3% 3% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Turn Type Perm NA Perm Perm NA Perm Perm NA Perm Perm NA Protected Phases Permitted Phases Minimum Split (s) Total Split (s) Total Split (%) 40.0% 40.0% 40.0% 40.0% 40.0% 40.0% 60.0% 60.0% 60.0% 60.0% 60.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 31

175 Lanes, Volumes, Timings 2017 Future Traffic Volumes 331: Colborne Street & Dundas Street AM Peak Hour Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS C C B C C A A B A A A Approach Delay Approach LOS C B A A Cycle Length: 100 Actuated Cycle Length: 100 Offset: 74 (74%), Referenced to phase 2:EBWB, Start of Green Natural Cycle: 60 Control Type: Pretimed Maximum v/c Ratio: 0.58 Intersection Signal Delay: 15.0 Intersection LOS: B Intersection Capacity Utilization 72.6% ICU Level of Service C Splits and Phases: 331: Colborne Street & Dundas York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 32 Lanes, Volumes, Timings 2017 Future Traffic Volumes 332: Maitland Street & Dundas Street AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 15% 6% 0% 7% 9% 6% 17% 17% 6% 7% 0% 3% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Perm NA Perm D.Pm NA Perm Perm NA D.Pm NA Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 33

176 Lanes, Volumes, Timings 2017 Future Traffic Volumes 332: Maitland Street & Dundas Street AM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 71.0% 71.0% 71.0% 71.0% 71.0% 71.0% 29.0% 29.0% 29.0% 29.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Vehicle Extension (s) Recall Mode C-Max C-Max C-Max C-Max Max Max None None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS A A A A D C Approach Delay Approach LOS A A D C Cycle Length: 100 Actuated Cycle Length: 100 Offset: 90 (90%), Referenced to phase 2:EBWB, Start of Green Natural Cycle: 50 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.36 Intersection Signal Delay: 7.0 Intersection LOS: A Intersection Capacity Utilization 61.7% ICU Level of Service B Description: FREE? Timing Plans deleted Splits and Phases: 332: Maitland Street & Dundas York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 34 Lanes, Volumes, Timings 2017 Future Traffic Volumes 334: Adelaide Street & Dundas Street AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 0% 5% 6% 0% 9% 4% 0% 5% 4% 0% 3% 6% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Turn Type NA Perm NA NA NA Protected Phases Permitted Phases Minimum Split (s) Total Split (s) Total Split (%) 43.0% 43.0% 43.0% 57.0% 57.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 35

177 Lanes, Volumes, Timings 2017 Future Traffic Volumes 334: Adelaide Street & Dundas Street AM Peak Hour Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS B A C B C Approach Delay Approach LOS B C B C Cycle Length: 100 Actuated Cycle Length: 100 Offset: 16 (16%), Referenced to phase 2:WBT and 6:EBT, Start of Green Natural Cycle: 60 Control Type: Pretimed Maximum v/c Ratio: 0.67 Intersection Signal Delay: 19.8 Intersection LOS: B Intersection Capacity Utilization 56.3% ICU Level of Service B Description: E/W/NB - Left Prohibited - all time SB - Left Prohibited / 3-6 Splits and Phases: 334: Adelaide Street & Dundas York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 36 Lanes, Volumes, Timings 2017 Future Traffic Volumes 347: Richmond Street & York Street AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 0% 15% 3% 1% 5% 0% 1% 1% 0% 0% 4% 12% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases Permitted Phases Minimum Split (s) Total Split (s) Total Split (%) 59.0% 59.0% 59.0% 59.0% 41.0% 41.0% 41.0% 41.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 37

178 Lanes, Volumes, Timings 2017 Future Traffic Volumes 347: Richmond Street & York Street AM Peak Hour Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS B B C B C C B Approach Delay Approach LOS B B C B Cycle Length: 100 Actuated Cycle Length: 100 Offset: 90 (90%), Referenced to phase 2:EBWB, Start of Green Natural Cycle: 60 Control Type: Pretimed Maximum v/c Ratio: 0.70 Intersection Signal Delay: 17.8 Intersection LOS: B Intersection Capacity Utilization 88.7% ICU Level of Service E Splits and Phases: 347: Richmond Street & York York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 38 Lanes, Volumes, Timings 2017 Future Traffic Volumes 349: Wellington Street & York Street AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 1% 1% 2% 7% 3% 5% 2% 4% 2% 0% 3% 13% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Perm NA Perm pm+pt NA Perm pm+pt NA NA Perm Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 39

179 Lanes, Volumes, Timings 2017 Future Traffic Volumes 349: Wellington Street & York Street AM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 32.0% 32.0% 32.0% 13.0% 45.0% 45.0% 17.0% 55.0% 38.0% 38.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lag Lag Lead Lead Lag Lag Vehicle Extension (s) Recall Mode None None None None None None None C-Max C-Max C-Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS E E C E B A D E C A Approach Delay Approach LOS E C E C Cycle Length: 100 Actuated Cycle Length: 100 Offset: 55 (55%), Referenced to phase 2:NBTL and 6:SBT, Start of Green Natural Cycle: 100 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.02 Intersection Signal Delay: 45.9 Intersection LOS: D Intersection Capacity Utilization 89.6% ICU Level of Service E Splits and Phases: 349: Wellington Street & York York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 40 Lanes, Volumes, Timings 2017 Future Traffic Volumes 351: Colborne Street & York Street AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (#/hr) 7 Heavy Vehicles (%) 0% 2% 4% 6% 4% 6% 5% 3% 2% 0% 3% 4% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Turn Type pm+pt NA Perm NA Perm NA Perm NA Protected Phases Permitted Phases Minimum Split (s) Total Split (s) Total Split (%) 8.0% 44.0% 36.0% 36.0% 56.0% 56.0% 56.0% 56.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lag Yes Yes Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 41

180 Lanes, Volumes, Timings 2017 Future Traffic Volumes 351: Colborne Street & York Street AM Peak Hour Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS D C C C D C B B Approach Delay Approach LOS C C C B Cycle Length: 100 Actuated Cycle Length: 100 Offset: 64 (64%), Referenced to phase 2:WBTL, Start of Green Natural Cycle: 80 Control Type: Pretimed Maximum v/c Ratio: 0.81 Intersection Signal Delay: 23.1 Intersection LOS: C Intersection Capacity Utilization 74.4% ICU Level of Service D Splits and Phases: 351: Colborne Street & York York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 42 Lanes, Volumes, Timings 2017 Future Traffic Volumes 352: Maitland Street & York Street AM Peak Hour Volume (vph) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 0% 2% 0% 14% 2% 0% 8% 5% 4% 0% 13% 0% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Perm NA D.Pm NA Perm NA D.Pm NA Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 69.0% 69.0% 69.0% 69.0% 31.0% 31.0% 31.0% York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 43

181 Lanes, Volumes, Timings 2017 Future Traffic Volumes 352: Maitland Street & York Street AM Peak Hour Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Vehicle Extension (s) Recall Mode C-Max C-Max C-Max Max None None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS A A C C Approach Delay Approach LOS A A C C Cycle Length: 100 Actuated Cycle Length: 100 Offset: 56 (56%), Referenced to phase 2:EBWB, Start of Green Natural Cycle: 50 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.40 Intersection Signal Delay: 5.1 Intersection LOS: A Intersection Capacity Utilization 66.2% ICU Level of Service C Splits and Phases: 352: Maitland Street & York York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 44 Lanes, Volumes, Timings 2017 Future Traffic Volumes 357: Richmond Street & Horton Street AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 5% 3% 15% 9% 5% 6% 3% 2% 5% 11% 3% 20% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Left Thru Right Left Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type pm+pt NA Perm NA Perm NA Perm Perm NA Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 45

182 Lanes, Volumes, Timings 2017 Future Traffic Volumes 357: Richmond Street & Horton Street AM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 28.0% 60.0% 32.0% 32.0% 40.0% 40.0% 40.0% 40.0% 40.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lag Vehicle Extension (s) Recall Mode None C-Max C-Max C-Max None None None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS D A C D C D A F C Approach Delay Approach LOS B D D D Cycle Length: 100 Actuated Cycle Length: 100 Offset: 77 (77%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.84 Intersection Signal Delay: 27.6 Intersection LOS: C Intersection Capacity Utilization 89.1% ICU Level of Service E Description: Running 1 Plan for all Periods? Splits and Phases: 357: Richmond Street & Horton York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 46 Lanes, Volumes, Timings 2017 Future Traffic Volumes 359: Wellington Street & Horton Street AM Peak Hour Volume (vph) Lane Width (m) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 1% 4% 1% 6% 6% 3% 5% 3% 15% 4% 3% 4% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Headway Factor Number of Detectors Detector Template Left Thru Left Thru Right Left Thru Right Left Thru Right Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type pm+pt NA pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases Permitted Phases Detector Phase Switch York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 47

183 Lanes, Volumes, Timings 2017 Future Traffic Volumes 359: Wellington Street & Horton Street AM Peak Hour Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 12.0% 42.0% 10.0% 40.0% 40.0% 10.8% 38.0% 38.0% 10.0% 37.2% 37.2% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Vehicle Extension (s) Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS D B D D B C E A C D B Approach Delay Approach LOS C D E C Cycle Length: 100 Actuated Cycle Length: 100 Offset: 50 (50%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 115 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.07 Intersection Signal Delay: 43.7 Intersection LOS: D Intersection Capacity Utilization 91.4% ICU Level of Service F Description: All-day Plan Splits and Phases: 359: Wellington Street & Horton York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 48 Lanes, Volumes, Timings 2017 Future Traffic Volumes 360: Maitland Street & Horton Street AM Peak Hour Volume (vph) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 1% 4% 17% 14% 6% 25% 0% 10% 17% 8% 8% 25% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 73.0% 73.0% 73.0% 73.0% 27.0% 27.0% 27.0% York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 49

184 Lanes, Volumes, Timings 2017 Future Traffic Volumes 360: Maitland Street & Horton Street AM Peak Hour Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Vehicle Extension (s) Recall Mode C-Max C-Max Max Max None None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS A A C B Approach Delay Approach LOS A A C B Cycle Length: 100 Actuated Cycle Length: 100 Offset: 16 (16%), Referenced to phase 2:EBTL, Start of Green Natural Cycle: 45 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.26 Intersection Signal Delay: 7.7 Intersection LOS: A Intersection Capacity Utilization 53.3% ICU Level of Service A Splits and Phases: 360: Maitland Street & Horton York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 50 Lanes, Volumes, Timings 2017 Future Traffic Volumes 361: Colborne Street & Horton Street AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 2% 2% 0% 0% 1% 1% 0% 0% 0% 1% 1% 4% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Left Thru Left Thru Right Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type pm+pt NA Perm NA Perm NA Perm NA Perm Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 51

185 Lanes, Volumes, Timings 2017 Future Traffic Volumes 361: Colborne Street & Horton Street AM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 31.0% 67.0% 36.0% 36.0% 33.0% 33.0% 33.0% 33.0% 33.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lag Vehicle Extension (s) Recall Mode None C-Max C-Max C-Max None None None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS C B B A D C C D A Approach Delay Approach LOS B A D C Cycle Length: 100 Actuated Cycle Length: 100 Offset: 9 (9%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 70 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.61 Intersection Signal Delay: 20.3 Intersection LOS: C Intersection Capacity Utilization 71.9% ICU Level of Service C Splits and Phases: 361: Colborne Street & Horton York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 52 Lanes, Volumes, Timings 2017 Future Traffic Volumes 369: Wellington Street & Grey Street AM Peak Hour Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 37.0% 37.0% 37.0% 63.0% 63.0% 63.0% 63.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Vehicle Extension (s) Recall Mode None None None C-Max C-Max C-Max C-Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS D D C A B A A Approach Delay Approach LOS D B A Cycle Length: 100 Actuated Cycle Length: 100 Offset: 30 (30%), Referenced to phase 2:NBTL and 6:SBT, Start of Green Natural Cycle: 80 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.69 Intersection Signal Delay: 13.1 Intersection LOS: B Intersection Capacity Utilization 62.6% ICU Level of Service B Description: All-day Plan Splits and Phases: 369: Wellington Street & Grey York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 55

186 Lanes, Volumes, Timings 2017 Future Traffic Volumes 374: Adelaide Street & Hamilton Road AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (#/hr) 4 Heavy Vehicles (%) 3% 4% 8% 2% 3% 5% 1% 3% 8% 4% 5% 5% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Perm NA pm+pt NA Perm NA pm+pt NA Protected Phases Permitted Phases Detector Phase Switch York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 57 Lanes, Volumes, Timings 2017 Future Traffic Volumes 374: Adelaide Street & Hamilton Road AM Peak Hour Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 35.0% 35.0% 10.0% 45.0% 43.0% 43.0% 12.0% 55.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lag Lead Lag Lag Lead Vehicle Extension (s) Recall Mode C-Max C-Max None C-Max Max Max None Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS E C C C D D D A Approach Delay Approach LOS D C D B Cycle Length: 100 Actuated Cycle Length: 100 Offset: 52 (52%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.86 Intersection Signal Delay: 28.5 Intersection LOS: C Intersection Capacity Utilization 87.4% ICU Level of Service E Splits and Phases: 374: Adelaide Street & Hamilton York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 58

187 HCM Unsignalized Intersection Capacity Analysis 2017 Future Traffic Volumes 41: Richmond Street & Grey Street PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (veh/h) Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Hourly flow rate (vph) Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 287 px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS D F A A Approach Delay (s) Approach LOS D F Average Delay 17.1 Intersection Capacity Utilization 55.2% ICU Level of Service B Page 2 HCM Unsignalized Intersection Capacity Analysis 2017 Future Traffic Volumes 43: Adelaide Street & Grey Street PM Peak Hour Movement EBL EBR NBL NBT SBT SBR Volume (veh/h) Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 52 px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # NB 1 NB 2 SB 1 SB 2 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS A Approach Delay (s) Approach LOS Average Delay 0.5 Intersection Capacity Utilization 84.1% ICU Level of Service E Page 4

188 HCM Unsignalized Intersection Capacity Analysis 2017 Future Traffic Volumes 45: Maitland Street & Grey Street PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Sign Control Stop Stop Stop Stop Volume (vph) Hourly flow rate (vph) Direction, Lane # WB 1 NB 1 SB 1 Volume Total (vph) Volume Left (vph) Volume Right (vph) Hadj (s) Departure Headway (s) Degree Utilization, x Capacity (veh/h) Control Delay (s) Approach Delay (s) Approach LOS A A A Delay 8.2 Level of Service A Intersection Capacity Utilization 32.7% ICU Level of Service A Page 6 Lanes, Volumes, Timings 2017 Future Traffic Volumes 52: Colborne Street & Grey Street PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Right Left Thru Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(m) Detector 2 Size(m) Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) Turn Type Perm NA Perm Perm NA NA Protected Phases Page 7

189 Lanes, Volumes, Timings 2017 Future Traffic Volumes 52: Colborne Street & Grey Street PM Peak Hour Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 50.5% 50.5% 50.5% 49.5% 49.5% 49.5% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Vehicle Extension (s) Recall Mode Max Max Max None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS A A B B A Approach Delay Approach LOS A B A Cycle Length: 46.9 Actuated Cycle Length: 39.4 Natural Cycle: 50 Control Type: Semi Act-Uncoord Maximum v/c Ratio: 0.61 Intersection Signal Delay: 9.9 Intersection LOS: A Intersection Capacity Utilization 54.5% ICU Level of Service A Splits and Phases: 52: Colborne Street & Grey Street Page 8 HCM Unsignalized Intersection Capacity Analysis 2017 Future Traffic Volumes 66: Adelaide Street & South Street PM Peak Hour Movement EBL EBR NBL NBT SBT SBR Volume (veh/h) Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor Hourly flow rate (vph) Pedestrians 7 Lane Width (m) 3.6 Walking Speed (m/s) 1.2 Percent Blockage 1 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 NB 1 NB 2 SB 1 SB 2 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS C Approach Delay (s) Approach LOS C Average Delay 0.6 Intersection Capacity Utilization 46.1% ICU Level of Service A Page 10

190 HCM Unsignalized Intersection Capacity Analysis 2017 Future Traffic Volumes 67: Maitland Street & South Street PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (veh/h) Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Hourly flow rate (vph) Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 NB 1 SB 1 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS A A A Approach Delay (s) Approach LOS A A Average Delay 3.6 Intersection Capacity Utilization 27.9% ICU Level of Service A Page 12 HCM Unsignalized Intersection Capacity Analysis 2017 Future Traffic Volumes 68: Wellington Street & South Street PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (veh/h) Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Hourly flow rate (vph) Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 279 px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS B D C Approach Delay (s) Approach LOS B Average Delay 0.6 Intersection Capacity Utilization 74.1% ICU Level of Service D Page 14

191 HCM Unsignalized Intersection Capacity Analysis 2017 Future Traffic Volumes 69: Colborne Street & South Street PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Sign Control Stop Stop Stop Stop Volume (vph) Hourly flow rate (vph) Direction, Lane # EB 1 NB 1 SB 1 Volume Total (vph) Volume Left (vph) Volume Right (vph) Hadj (s) Departure Headway (s) Degree Utilization, x Capacity (veh/h) Control Delay (s) Approach Delay (s) Approach LOS A A A Delay 8.8 Level of Service A Intersection Capacity Utilization 37.5% ICU Level of Service A Page 16 HCM Unsignalized Intersection Capacity Analysis 2017 Future Traffic Volumes 72: Maitland Street & Nelson Street PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (veh/h) Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Hourly flow rate (vph) Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS A A B B Approach Delay (s) Approach LOS B B Average Delay 2.4 Intersection Capacity Utilization 25.2% ICU Level of Service A Page 18

192 Lanes, Volumes, Timings 2017 Future Traffic Volumes 74: Adelaide Street & Nelson Street PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(m) Detector 2 Size(m) Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases Page 19 Lanes, Volumes, Timings 2017 Future Traffic Volumes 74: Adelaide Street & Nelson Street PM Peak Hour Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 32.5% 32.5% 32.5% 32.5% 67.5% 67.5% 67.5% 67.5% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Vehicle Extension (s) Recall Mode None None None None C-Max C-Max C-Max C-Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS C C D B A A Approach Delay Approach LOS C C A A Cycle Length: 80 Actuated Cycle Length: 80 Offset: 13 (16%), Referenced to phase 2:NBSB and 6:, Start of Green Natural Cycle: 65 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.62 Intersection Signal Delay: 10.0 Intersection LOS: A Intersection Capacity Utilization 102.3% ICU Level of Service G Splits and Phases: 74: Adelaide Street & Nelson Street Page 20

193 Lanes, Volumes, Timings 2017 Future Traffic Volumes 307: Richmond Street & Dufferin Avenue PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Heavy Vehicles (%) 0% 1% 4% 8% 1% 9% 4% 9% 5% 2% 8% 2% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type pm+pt NA Perm NA Perm NA pm+pt NA Perm Protected Phases Permitted Phases Detector Phase Switch Phase Page 21 Lanes, Volumes, Timings 2017 Future Traffic Volumes 307: Richmond Street & Dufferin Avenue PM Peak Hour Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 6.7% 41.7% 35.0% 35.0% 39.2% 39.2% 19.2% 58.3% 58.3% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lag Lag Lag Lead Yes Yes Yes Vehicle Extension (s) Recall Mode None None None None C-Max C-Max None C-Max C-Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS E D D E C C B B A Approach Delay Approach LOS D D C B Cycle Length: 120 Actuated Cycle Length: 120 Offset: 91 (76%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 75 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.84 Intersection Signal Delay: 30.9 Intersection LOS: C Intersection Capacity Utilization 75.1% ICU Level of Service D Splits and Phases: 307: Richmond Street & Dufferin Avenue Page 22

194 Lanes, Volumes, Timings 2017 Future Traffic Volumes 309: Wellington Street & Dufferin Avenue PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 3% 3% 1% 3% 1% 3% 1% 2% 5% 4% 3% 3% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Turn Type Perm NA Perm Perm NA Perm Perm NA Perm NA Protected Phases Permitted Phases Minimum Split (s) Total Split (s) Total Split (%) 51.7% 51.7% 51.7% 51.7% 51.7% 51.7% 48.3% 48.3% 48.3% 48.3% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Page 23 Lanes, Volumes, Timings 2017 Future Traffic Volumes 309: Wellington Street & Dufferin Avenue PM Peak Hour Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS C B C B A D C Approach Delay Approach LOS C B D C Cycle Length: 120 Actuated Cycle Length: 120 Offset: 88 (73%), Referenced to phase 2:NBSB, Start of Green Natural Cycle: 70 Control Type: Pretimed Maximum v/c Ratio: 0.89 Intersection Signal Delay: 29.0 Intersection LOS: C Intersection Capacity Utilization 105.6% ICU Level of Service G Splits and Phases: 309: Wellington Street & Dufferin Avenue Page 24

195 Lanes, Volumes, Timings 2017 Future Traffic Volumes 311: Colborne Street & Dufferin Avenue PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 0% 1% 2% 2% 1% 4% 2% 1% 2% 0% 1% 0% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases Permitted Phases Minimum Split (s) Total Split (s) Total Split (%) 39.2% 39.2% 39.2% 39.2% 60.8% 60.8% 60.8% 60.8% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Page 25 Lanes, Volumes, Timings 2017 Future Traffic Volumes 311: Colborne Street & Dufferin Avenue PM Peak Hour Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS C C C C B C B B Approach Delay Approach LOS C C C B Cycle Length: 120 Actuated Cycle Length: 120 Offset: 44 (37%), Referenced to phase 2:NBSB, Start of Green Natural Cycle: 50 Control Type: Pretimed Maximum v/c Ratio: 0.57 Intersection Signal Delay: 21.9 Intersection LOS: C Intersection Capacity Utilization 67.5% ICU Level of Service C Splits and Phases: 311: Colborne Street & Dufferin Avenue Page 26

196 Lanes, Volumes, Timings 2017 Future Traffic Volumes 327: Richmond Street & Dundas Street PM Peak Hour Volume (vph) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) 4 1 Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 0% 1% 0% 0% 2% 0% 0% 2% 0% 0% 1% 0% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Headway Factor Turn Type Perm NA NA NA Perm NA Protected Phases Permitted Phases 2 4 Minimum Split (s) Total Split (s) Total Split (%) 51.7% 51.7% 51.7% 48.3% 48.3% 48.3% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Page 27 Lanes, Volumes, Timings 2017 Future Traffic Volumes 327: Richmond Street & Dundas Street PM Peak Hour Queue Delay Total Delay LOS C C C C Approach Delay Approach LOS C C C C Area Type: CBD Cycle Length: 120 Actuated Cycle Length: 120 Offset: 39 (33%), Referenced to phase 2:EBWB, Start of Green Natural Cycle: 40 Control Type: Pretimed Maximum v/c Ratio: 0.44 Intersection Signal Delay: 22.8 Intersection LOS: C Intersection Capacity Utilization 43.3% ICU Level of Service A Description: E/W - Left Prohibited - all time WB - Right Prohibited / 3-6 Splits and Phases: 327: Richmond Street & Dundas Street Page 28

197 Lanes, Volumes, Timings 2017 Future Traffic Volumes 329: Wellington Street & Dundas Street PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 4% 12% 15% 3% 8% 4% 2% 2% 2% 1% 1% 0% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Turn Type Perm NA Perm Perm NA Perm Perm NA Perm Perm NA Protected Phases Permitted Phases Minimum Split (s) Total Split (s) Total Split (%) 43.3% 43.3% 43.3% 43.3% 43.3% 43.3% 56.7% 56.7% 56.7% 56.7% 56.7% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Page 29 Lanes, Volumes, Timings 2017 Future Traffic Volumes 329: Wellington Street & Dundas Street PM Peak Hour Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS D B D C B C C A E B Approach Delay Approach LOS C C C C Cycle Length: 120 Actuated Cycle Length: 120 Offset: 112 (93%), Referenced to phase 2:NBTL, Start of Green Natural Cycle: 90 Control Type: Pretimed Maximum v/c Ratio: 0.88 Intersection Signal Delay: 26.5 Intersection LOS: C Intersection Capacity Utilization 99.9% ICU Level of Service F Splits and Phases: 329: Wellington Street & Dundas Street Page 30

198 Lanes, Volumes, Timings 2017 Future Traffic Volumes 331: Colborne Street & Dundas Street PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 3% 6% 8% 0% 6% 4% 0% 1% 1% 0% 1% 0% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Turn Type Perm NA Perm Perm NA Perm Perm NA Perm Perm NA Protected Phases Permitted Phases Minimum Split (s) Total Split (s) Total Split (%) 40.0% 40.0% 40.0% 40.0% 40.0% 40.0% 60.0% 60.0% 60.0% 60.0% 60.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Page 31 Lanes, Volumes, Timings 2017 Future Traffic Volumes 331: Colborne Street & Dundas Street PM Peak Hour Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS C D B D C B B C A B C Approach Delay Approach LOS C C C C Cycle Length: 120 Actuated Cycle Length: 120 Offset: 1 (1%), Referenced to phase 2:EBWB, Start of Green Natural Cycle: 60 Control Type: Pretimed Maximum v/c Ratio: 0.67 Intersection Signal Delay: 26.4 Intersection LOS: C Intersection Capacity Utilization 76.1% ICU Level of Service D Splits and Phases: 331: Colborne Street & Dundas Street Page 32

199 Lanes, Volumes, Timings 2017 Future Traffic Volumes 332: Maitland Street & Dundas Street PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 0% 9% 13% 0% 7% 0% 10% 8% 5% 0% 42% 6% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Perm NA Perm Perm NA Perm Perm NA Perm NA Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Page 33 Lanes, Volumes, Timings 2017 Future Traffic Volumes 332: Maitland Street & Dundas Street PM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 75.8% 75.8% 75.8% 75.8% 75.8% 75.8% 24.2% 24.2% 24.2% 24.2% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Vehicle Extension (s) Recall Mode C-Max C-Max C-Max Max Max Max None None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS A A A A D D Approach Delay Approach LOS A A D D Cycle Length: 120 Actuated Cycle Length: 120 Offset: 112 (93%), Referenced to phase 2:EBTL, Start of Green Natural Cycle: 55 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.38 Intersection Signal Delay: 5.2 Intersection LOS: A Intersection Capacity Utilization 59.1% ICU Level of Service B Description: FREE? Timing Plans deleted Splits and Phases: 332: Maitland Street & Dundas Street Page 34

200 Lanes, Volumes, Timings 2017 Future Traffic Volumes 334: Adelaide Street & Dundas Street PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 0% 5% 8% 0% 4% 0% 0% 2% 0% 0% 2% 0% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Turn Type NA Perm NA NA NA Protected Phases Permitted Phases 6 Minimum Split (s) Total Split (s) Total Split (%) 48.3% 48.3% 48.3% 51.7% 51.7% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Page 35 Lanes, Volumes, Timings 2017 Future Traffic Volumes 334: Adelaide Street & Dundas Street PM Peak Hour Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS C B C D D Approach Delay Approach LOS C C D D Cycle Length: 120 Actuated Cycle Length: 120 Offset: 61 (51%), Referenced to phase 2:WBT and 6:EBT, Start of Green Natural Cycle: 70 Control Type: Pretimed Maximum v/c Ratio: 0.80 Intersection Signal Delay: 42.1 Intersection LOS: D Intersection Capacity Utilization 63.3% ICU Level of Service B Splits and Phases: 334: Adelaide Street & Dundas Street Page 36

201 Lanes, Volumes, Timings 2017 Future Traffic Volumes 347: Richmond Street & York Street PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 0% 6% 2% 0% 6% 1% 0% 2% 2% 0% 1% 3% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases Permitted Phases Minimum Split (s) Total Split (s) Total Split (%) 69.2% 69.2% 69.2% 69.2% 30.8% 30.8% 30.8% 30.8% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Page 37 Lanes, Volumes, Timings 2017 Future Traffic Volumes 347: Richmond Street & York Street PM Peak Hour Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS B A B B D D D Approach Delay Approach LOS B B D D Cycle Length: 120 Actuated Cycle Length: 120 Offset: 21 (18%), Referenced to phase 2:EBWB, Start of Green Natural Cycle: 60 Control Type: Pretimed Maximum v/c Ratio: 0.65 Intersection Signal Delay: 21.3 Intersection LOS: C Intersection Capacity Utilization 78.4% ICU Level of Service D Splits and Phases: 347: Richmond Street & York Street Page 38

202 Lanes, Volumes, Timings 2017 Future Traffic Volumes 349: Wellington Street & York Street PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 2% 1% 0% 0% 1% 1% 1% 3% 3% 0% 3% 7% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Perm NA Perm pm+pt NA Perm pm+pt NA NA Perm Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Page 39 Lanes, Volumes, Timings 2017 Future Traffic Volumes 349: Wellington Street & York Street PM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 27.5% 27.5% 27.5% 15.8% 43.3% 43.3% 16.7% 56.7% 40.0% 40.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lag Lag Lead Lead Lag Lag Vehicle Extension (s) Recall Mode None None None None None None None C-Max C-Max C-Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS F E B E D B E D F B Approach Delay Approach LOS E D D F Cycle Length: 120 Actuated Cycle Length: 120 Offset: 98 (82%), Referenced to phase 2:NBTL and 6:SBT, Start of Green Natural Cycle: 100 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.26 Intersection Signal Delay: 57.8 Intersection LOS: E Intersection Capacity Utilization 95.2% ICU Level of Service F Splits and Phases: 349: Wellington Street & York Street Page 40

203 Lanes, Volumes, Timings 2017 Future Traffic Volumes 351: Colborne Street & York Street PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 0% 3% 0% 2% 2% 1% 4% 2% 1% 1% 2% 5% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases Permitted Phases Minimum Split (s) Total Split (s) Total Split (%) 55.8% 55.8% 55.8% 55.8% 44.2% 44.2% 44.2% 44.2% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Page 41 Lanes, Volumes, Timings 2017 Future Traffic Volumes 351: Colborne Street & York Street PM Peak Hour Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS E C C B D C D C Approach Delay Approach LOS C B C C Cycle Length: 120 Actuated Cycle Length: 120 Offset: 107 (89%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green Natural Cycle: 70 Control Type: Pretimed Maximum v/c Ratio: 0.86 Intersection Signal Delay: 25.7 Intersection LOS: C Intersection Capacity Utilization 77.7% ICU Level of Service D Splits and Phases: 351: Colborne Street & York Street Page 42

204 Lanes, Volumes, Timings 2017 Future Traffic Volumes 352: Maitland Street & York Street PM Peak Hour Volume (vph) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 0% 1% 0% 3% 1% 0% 0% 0% 3% 0% 0% 0% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 75.8% 75.8% 75.8% 75.8% 24.2% 24.2% 24.2% 24.2% Page 43 Lanes, Volumes, Timings 2017 Future Traffic Volumes 352: Maitland Street & York Street PM Peak Hour Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Vehicle Extension (s) Recall Mode C-Max C-Max Max Max None None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS A A D C Approach Delay Approach LOS A A D C Cycle Length: 120 Actuated Cycle Length: 120 Offset: 118 (98%), Referenced to phase 2:EBTL, Start of Green Natural Cycle: 55 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.42 Intersection Signal Delay: 4.1 Intersection LOS: A Intersection Capacity Utilization 63.8% ICU Level of Service B Splits and Phases: 352: Maitland Street & York Street Page 44

205 Lanes, Volumes, Timings 2017 Future Traffic Volumes 357: Richmond Street & Horton Street PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 9% 2% 9% 10% 1% 3% 5% 4% 4% 4% 2% 7% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Left Thru Right Left Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type pm+pt NA Perm NA pm+pt NA Perm Perm NA Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Page 45 Lanes, Volumes, Timings 2017 Future Traffic Volumes 357: Richmond Street & Horton Street PM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 12.5% 60.0% 47.5% 47.5% 6.7% 40.0% 40.0% 33.3% 33.3% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lag Lead Lag Lag Yes Yes Yes Yes Yes Vehicle Extension (s) Recall Mode None C-Max C-Max C-Max None None None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS C B C C E C A D C Approach Delay Approach LOS B C D C Cycle Length: 120 Actuated Cycle Length: 120 Offset: 56 (47%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 85 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.89 Intersection Signal Delay: 26.8 Intersection LOS: C Intersection Capacity Utilization 88.4% ICU Level of Service E Splits and Phases: 357: Richmond Street & Horton Street Page 46

206 Lanes, Volumes, Timings 2017 Future Traffic Volumes 359: Wellington Street & Horton Street PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 3% 3% 5% 2% 3% 4% 2% 2% 4% 3% 2% 1% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Right Left Thru Right Left Thru Right Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type pm+pt NA pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Page 47 Lanes, Volumes, Timings 2017 Future Traffic Volumes 359: Wellington Street & Horton Street PM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 9.2% 34.2% 10.8% 35.8% 35.8% 10.0% 45.0% 45.0% 10.0% 45.0% 45.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Vehicle Extension (s) Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS D D F D B F C A C C A Approach Delay Approach LOS D D D C Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 115 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.28 Intersection Signal Delay: 39.9 Intersection LOS: D Intersection Capacity Utilization 97.6% ICU Level of Service F Description: All-day Plan Splits and Phases: 359: Wellington Street & Horton Street Page 48

207 Lanes, Volumes, Timings 2017 Future Traffic Volumes 360: Maitland Street & Horton Street PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 0% 3% 7% 6% 3% 10% 0% 25% 0% 7% 8% 1% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Page 49 Lanes, Volumes, Timings 2017 Future Traffic Volumes 360: Maitland Street & Horton Street PM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 72.5% 72.5% 72.5% 72.5% 27.5% 27.5% 27.5% 27.5% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Vehicle Extension (s) Recall Mode C-Max C-Max Max Max None None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS A A C C Approach Delay Approach LOS A A C C Cycle Length: 120 Actuated Cycle Length: 120 Offset: 85 (71%), Referenced to phase 2:EBTL, Start of Green Natural Cycle: 45 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.44 Intersection Signal Delay: 3.5 Intersection LOS: A Intersection Capacity Utilization 56.3% ICU Level of Service B Splits and Phases: 360: Maitland Street & Horton Street Page 50

208 Lanes, Volumes, Timings 2017 Future Traffic Volumes 361: Colborne Street & Horton Street PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 1% 1% 0% 0% 1% 0% 0% 1% 0% 1% 0% 1% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Left Thru Left Thru Right Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type pm+pt NA Perm NA Perm NA Perm NA Perm Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Page 51 Lanes, Volumes, Timings 2017 Future Traffic Volumes 361: Colborne Street & Horton Street PM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 21.7% 57.5% 35.8% 35.8% 42.5% 42.5% 42.5% 42.5% 42.5% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lag Vehicle Extension (s) Recall Mode None C-Max C-Max C-Max None None None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS B A B B D C E E C Approach Delay Approach LOS A B C D Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 70 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.75 Intersection Signal Delay: 25.9 Intersection LOS: C Intersection Capacity Utilization 70.7% ICU Level of Service C Splits and Phases: 361: Colborne Street & Horton Street Page 52

209 Lanes, Volumes, Timings 2017 Future Traffic Volumes 369: Wellington Street & Grey Street PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 0% 0% 0% 0% 4% 7% 11% 2% 0% 0% 2% 4% Adj. Flow (vph) % Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Right Left Thru Thru Right Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Perm NA Perm Perm NA NA Perm Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Page 53 Lanes, Volumes, Timings 2017 Future Traffic Volumes 369: Wellington Street & Grey Street PM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 30.8% 30.8% 30.8% 69.2% 69.2% 69.2% 69.2% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Vehicle Extension (s) Recall Mode None None None C-Max C-Max C-Max C-Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS E D C B B A A Approach Delay Approach LOS D B A Cycle Length: 120 Actuated Cycle Length: 120 Offset: 108 (90%), Referenced to phase 2:NBTL and 6:SBT, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.76 Intersection Signal Delay: 16.1 Intersection LOS: B Intersection Capacity Utilization 75.1% ICU Level of Service D Description: All-day Plan Splits and Phases: 369: Wellington Street & Grey Street Page 54

210 Lanes, Volumes, Timings 2017 Future Traffic Volumes 374: Adelaide Street & Hamilton Road PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 2% 2% 0% 1% 4% 0% 1% 1% 0% 1% 2% 4% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Perm NA pm+pt NA Perm NA pm+pt NA Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Page 55 Lanes, Volumes, Timings 2017 Future Traffic Volumes 374: Adelaide Street & Hamilton Road PM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 35.0% 35.0% 10.8% 45.8% 37.5% 37.5% 16.7% 54.2% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lag Lead Lag Lag Lead Vehicle Extension (s) Recall Mode C-Max C-Max None C-Max Max Max None Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS D D D C E E E C Approach Delay Approach LOS D C E C Cycle Length: 120 Actuated Cycle Length: 120 Offset: 109 (91%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.96 Intersection Signal Delay: 40.0 Intersection LOS: D Intersection Capacity Utilization 87.7% ICU Level of Service E Splits and Phases: 374: Adelaide Street & Hamilton Road Page 56

211 HCM Unsignalized Intersection Capacity Analysis 2022 Background Traffic Volumes 21: Adelaide Street & Grey Street AM Peak Hour Movement EBL EBR NBL NBT SBT SBR Volume (veh/h) Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor Hourly flow rate (vph) Pedestrians 22 1 Lane Width (m) Walking Speed (m/s) Percent Blockage 0 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 58 px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # NB 1 NB 2 SB 1 SB 2 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS A Approach Delay (s) Approach LOS Average Delay 1.6 Intersection Capacity Utilization 98.0% ICU Level of Service York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 2 Lanes, Volumes, Timings 2022 Background Traffic Volumes 29: Colborne Street & Grey Street AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Turning Speed (k/h) Number of Detectors Detector Template Left Thru Right Left Thru Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(m) Detector 2 Size(m) Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) Turn Type Perm NA Perm Perm NA NA Protected Phases 2 4 York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 3

212 Lanes, Volumes, Timings 2022 Background Traffic Volumes 29: Colborne Street & Grey Street AM Peak Hour Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 50.5% 50.5% 50.5% 49.5% 49.5% 49.5% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Vehicle Extension (s) Recall Mode Max Max Max None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS A A B B A Approach Delay Approach LOS A B A Cycle Length: 46.9 Actuated Cycle Length: 38.8 Natural Cycle: 50 Control Type: Semi Act-Uncoord Maximum v/c Ratio: 0.40 Intersection Signal Delay: 9.9 Intersection LOS: A Intersection Capacity Utilization 42.1% ICU Level of Service A Splits and Phases: 29: Colborne Street & Grey York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 4 HCM Unsignalized Intersection Capacity Analysis 2022 Background Traffic Volumes 38: Maitland Street & Nelson Street AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (veh/h) Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Hourly flow rate (vph) Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS A A A B Approach Delay (s) Approach LOS A B Average Delay 2.9 Intersection Capacity Utilization 20.5% ICU Level of Service York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 6

213 Lanes, Volumes, Timings 2022 Background Traffic Volumes 41: Adelaide Street & Nelson Street AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Turning Speed (k/h) Number of Detectors Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(m) Detector 2 Size(m) Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 7 Lanes, Volumes, Timings 2022 Background Traffic Volumes 41: Adelaide Street & Nelson Street AM Peak Hour Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 32.5% 32.5% 32.5% 32.5% 67.5% 67.5% 67.5% 67.5% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Vehicle Extension (s) Recall Mode None None None None C-Max C-Max C-Max C-Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS C B D C A A Approach Delay Approach LOS B C A A Cycle Length: 80 Actuated Cycle Length: 80 Offset: 49 (61%), Referenced to phase 2:NBSB and 6:, Start of Green Natural Cycle: 60 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.58 Intersection Signal Delay: 8.3 Intersection LOS: A Intersection Capacity Utilization 87.3% ICU Level of Service E Splits and Phases: 41: Adelaide Street & Nelson York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 8

214 HCM Unsignalized Intersection Capacity Analysis 2022 Background Traffic Volumes 42: Colborne Street & South Street AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Sign Control Stop Stop Stop Stop Volume (vph) Hourly flow rate (vph) Direction, Lane # EB 1 NB 1 SB 1 Volume Total (vph) Volume Left (vph) Volume Right (vph) Hadj (s) Departure Headway (s) Degree Utilization, x Capacity (veh/h) Control Delay (s) Approach Delay (s) Approach LOS A A A Delay 9.2 Level of Service A Intersection Capacity Utilization 41.3% ICU Level of Service York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 10 HCM Unsignalized Intersection Capacity Analysis 2022 Background Traffic Volumes 43: Adelaide Street & South Street AM Peak Hour Movement EBL EBR NBL NBT SBT SBR Volume (veh/h) Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor Hourly flow rate (vph) Pedestrians 4 Lane Width (m) 3.6 Walking Speed (m/s) 1.2 Percent Blockage 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked 0.84 vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 NB 1 NB 2 SB 1 SB 2 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS E Approach Delay (s) Approach LOS E Average Delay 1.7 Intersection Capacity Utilization 46.6% ICU Level of Service York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 12

215 HCM Unsignalized Intersection Capacity Analysis 2022 Background Traffic Volumes 45: Maitland Street & South Street AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (veh/h) Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Hourly flow rate (vph) Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 NB 1 SB 1 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS A A B Approach Delay (s) Approach LOS A B Average Delay 3.4 Intersection Capacity Utilization 28.9% ICU Level of Service York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 14 HCM Unsignalized Intersection Capacity Analysis 2022 Background Traffic Volumes 52: Richmond Street & Grey Street AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (veh/h) Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Hourly flow rate (vph) Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 288 px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS C C A Approach Delay (s) Approach LOS C C Average Delay 2.2 Intersection Capacity Utilization 51.7% ICU Level of Service York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 16

216 HCM Unsignalized Intersection Capacity Analysis 2022 Background Traffic Volumes 64: Maitland Street & Grey Street AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Sign Control Stop Stop Stop Stop Volume (vph) Hourly flow rate (vph) Direction, Lane # WB 1 NB 1 SB 1 Volume Total (vph) Volume Left (vph) Volume Right (vph) Hadj (s) Departure Headway (s) Degree Utilization, x Capacity (veh/h) Control Delay (s) Approach Delay (s) Approach LOS A A A Delay 8.3 Level of Service A Intersection Capacity Utilization 29.6% ICU Level of Service York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 18 HCM Unsignalized Intersection Capacity Analysis 2022 Background Traffic Volumes 65: Wellington Street & South Street AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (veh/h) Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Hourly flow rate (vph) Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage 2 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 304 px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS B B F Approach Delay (s) Approach LOS B Average Delay 2.1 Intersection Capacity Utilization 85.8% ICU Level of Service York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 20

217 Lanes, Volumes, Timings 2022 Background Traffic Volumes 357: Richmond Street & Horton Street AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 5% 3% 15% 9% 5% 6% 3% 2% 5% 11% 3% 20% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Left Thru Right Left Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type pm+pt NA Perm NA Perm NA Perm Perm NA Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 21 Lanes, Volumes, Timings 2022 Background Traffic Volumes 357: Richmond Street & Horton Street AM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 28.0% 60.0% 32.0% 32.0% 40.0% 40.0% 40.0% 40.0% 40.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lag Vehicle Extension (s) Recall Mode None C-Max C-Max C-Max None None None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS D A D D C D A F C Approach Delay Approach LOS C D D D Cycle Length: 100 Actuated Cycle Length: 100 Offset: 77 (77%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.87 Intersection Signal Delay: 29.3 Intersection LOS: C Intersection Capacity Utilization 91.1% ICU Level of Service F Description: Running 1 Plan for all Periods? Splits and Phases: 357: Richmond Street & Horton York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 22

218 Lanes, Volumes, Timings 2022 Background Traffic Volumes 359: Wellington Street & Horton Street AM Peak Hour Volume (vph) Lane Width (m) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 1% 4% 1% 6% 6% 3% 5% 3% 15% 4% 3% 4% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Headway Factor Number of Detectors Detector Template Left Thru Left Thru Right Left Thru Right Left Thru Right Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type pm+pt NA pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases Permitted Phases Detector Phase Switch York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 23 Lanes, Volumes, Timings 2022 Background Traffic Volumes 359: Wellington Street & Horton Street AM Peak Hour Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 12.0% 42.0% 10.0% 40.0% 40.0% 10.8% 38.0% 38.0% 10.0% 37.2% 37.2% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Vehicle Extension (s) Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS F B D D B C F A C D B Approach Delay Approach LOS D D F C Cycle Length: 100 Actuated Cycle Length: 100 Offset: 50 (50%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 135 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.15 Intersection Signal Delay: 55.7 Intersection LOS: E Intersection Capacity Utilization 95.6% ICU Level of Service F Description: All-day Plan Splits and Phases: 359: Wellington Street & Horton York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 24

219 Lanes, Volumes, Timings 2022 Background Traffic Volumes 360: Maitland Street & Horton Street AM Peak Hour Volume (vph) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 1% 4% 17% 14% 6% 25% 0% 10% 17% 8% 8% 25% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 73.0% 73.0% 73.0% 73.0% 27.0% 27.0% 27.0% York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 25 Lanes, Volumes, Timings 2022 Background Traffic Volumes 360: Maitland Street & Horton Street AM Peak Hour Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Vehicle Extension (s) Recall Mode C-Max C-Max Max Max None None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS A A C B Approach Delay Approach LOS A A C B Cycle Length: 100 Actuated Cycle Length: 100 Offset: 16 (16%), Referenced to phase 2:EBTL, Start of Green Natural Cycle: 45 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.28 Intersection Signal Delay: 8.0 Intersection LOS: A Intersection Capacity Utilization 55.0% ICU Level of Service A Splits and Phases: 360: Maitland Street & Horton York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 26

220 Lanes, Volumes, Timings 2022 Background Traffic Volumes 361: Colborne Street & Horton Street AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 2% 2% 0% 0% 1% 1% 0% 0% 0% 1% 1% 4% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Left Thru Left Thru Right Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type pm+pt NA Perm NA Perm NA Perm NA Perm Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 27 Lanes, Volumes, Timings 2022 Background Traffic Volumes 361: Colborne Street & Horton Street AM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 31.0% 67.0% 36.0% 36.0% 33.0% 33.0% 33.0% 33.0% 33.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lag Vehicle Extension (s) Recall Mode None C-Max C-Max C-Max None None None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS C B B B D C C D A Approach Delay Approach LOS C B D C Cycle Length: 100 Actuated Cycle Length: 100 Offset: 9 (9%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 75 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.63 Intersection Signal Delay: 20.7 Intersection LOS: C Intersection Capacity Utilization 73.0% ICU Level of Service C Splits and Phases: 361: Colborne Street & Horton York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 28

221 Lanes, Volumes, Timings 2022 Background Traffic Volumes 369: Wellington Street & Grey Street AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 4% 3% 2% 2% 3% 5% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Turning Speed (k/h) Number of Detectors Detector Template Left Thru Right Left Thru Thru Right Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(m) 9.4 Detector 2 Size(m) 0.6 Detector 2 Type Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 Turn Type Perm NA Perm Perm NA NA York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 29 Lanes, Volumes, Timings 2022 Background Traffic Volumes 369: Wellington Street & Grey Street AM Peak Hour Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 37.0% 37.0% 37.0% 63.0% 63.0% 63.0% 63.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Vehicle Extension (s) Recall Mode None None None C-Max C-Max C-Max C-Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS D C B A B A A Approach Delay Approach LOS D B A Cycle Length: 100 Actuated Cycle Length: 100 Offset: 30 (30%), Referenced to phase 2:NBTL and 6:SBT, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.73 Intersection Signal Delay: 12.2 Intersection LOS: B Intersection Capacity Utilization 64.2% ICU Level of Service C Description: All-day Plan Splits and Phases: 369: Wellington Street & Grey York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 31

222 Lanes, Volumes, Timings 2022 Background Traffic Volumes 374: Adelaide Street & Hamilton Road AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (#/hr) 4 Heavy Vehicles (%) 3% 4% 8% 2% 3% 5% 1% 3% 8% 4% 5% 5% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Perm NA pm+pt NA Perm NA pm+pt NA Protected Phases Permitted Phases Detector Phase Switch York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 33 Lanes, Volumes, Timings 2022 Background Traffic Volumes 374: Adelaide Street & Hamilton Road AM Peak Hour Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 35.0% 35.0% 10.0% 45.0% 43.0% 43.0% 12.0% 55.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lag Lead Lag Lag Lead Vehicle Extension (s) Recall Mode C-Max C-Max None C-Max Max Max None Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS F C C C E D E A Approach Delay Approach LOS D C D B Cycle Length: 100 Actuated Cycle Length: 100 Offset: 52 (52%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.93 Intersection Signal Delay: 33.0 Intersection LOS: C Intersection Capacity Utilization 92.3% ICU Level of Service F Splits and Phases: 374: Adelaide Street & Hamilton York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 34

223 HCM Unsignalized Intersection Capacity Analysis 2022 Background Traffic Volumes 41: Richmond Street & Grey Street PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (veh/h) Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Hourly flow rate (vph) Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 287 px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS D F A A Approach Delay (s) Approach LOS D F Average Delay 20.5 Intersection Capacity Utilization 55.1% ICU Level of Service B Page 2 HCM Unsignalized Intersection Capacity Analysis 2022 Background Traffic Volumes 43: Adelaide Street & Grey Street PM Peak Hour Movement EBL EBR NBL NBT SBT SBR Volume (veh/h) Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 52 px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # NB 1 NB 2 SB 1 SB 2 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS A Approach Delay (s) Approach LOS Average Delay 0.6 Intersection Capacity Utilization 89.9% ICU Level of Service E Page 4

224 HCM Unsignalized Intersection Capacity Analysis 2022 Background Traffic Volumes 45: Maitland Street & Grey Street PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Sign Control Stop Stop Stop Stop Volume (vph) Hourly flow rate (vph) Direction, Lane # WB 1 NB 1 SB 1 Volume Total (vph) Volume Left (vph) Volume Right (vph) Hadj (s) Departure Headway (s) Degree Utilization, x Capacity (veh/h) Control Delay (s) Approach Delay (s) Approach LOS A A A Delay 8.4 Level of Service A Intersection Capacity Utilization 34.5% ICU Level of Service A Page 6 Lanes, Volumes, Timings 2022 Background Traffic Volumes 52: Colborne Street & Grey Street PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Right Left Thru Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(m) Detector 2 Size(m) Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) Turn Type Perm NA Perm Perm NA NA Protected Phases Page 7

225 Lanes, Volumes, Timings 2022 Background Traffic Volumes 52: Colborne Street & Grey Street PM Peak Hour Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 50.5% 50.5% 50.5% 49.5% 49.5% 49.5% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Vehicle Extension (s) Recall Mode Max Max Max None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS A A B B A Approach Delay Approach LOS A B A Cycle Length: 46.9 Actuated Cycle Length: 40.4 Natural Cycle: 50 Control Type: Semi Act-Uncoord Maximum v/c Ratio: 0.57 Intersection Signal Delay: 9.8 Intersection LOS: A Intersection Capacity Utilization 51.2% ICU Level of Service A Splits and Phases: 52: Colborne Street & Grey Street Page 8 HCM Unsignalized Intersection Capacity Analysis 2022 Background Traffic Volumes 66: Adelaide Street & South Street PM Peak Hour Movement EBL EBR NBL NBT SBT SBR Volume (veh/h) Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor Hourly flow rate (vph) Pedestrians 7 Lane Width (m) 3.6 Walking Speed (m/s) 1.2 Percent Blockage 1 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 NB 1 NB 2 SB 1 SB 2 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS C Approach Delay (s) Approach LOS C Average Delay 0.5 Intersection Capacity Utilization 47.5% ICU Level of Service A Page 10

226 HCM Unsignalized Intersection Capacity Analysis 2022 Background Traffic Volumes 67: Maitland Street & South Street PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (veh/h) Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Hourly flow rate (vph) Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 NB 1 SB 1 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS A A A Approach Delay (s) Approach LOS A A Average Delay 4.3 Intersection Capacity Utilization 27.3% ICU Level of Service A Page 12 HCM Unsignalized Intersection Capacity Analysis 2022 Background Traffic Volumes 68: Wellington Street & South Street PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (veh/h) Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Hourly flow rate (vph) Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 279 px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS B D C Approach Delay (s) Approach LOS B Average Delay 0.5 Intersection Capacity Utilization 74.6% ICU Level of Service D Page 14

227 HCM Unsignalized Intersection Capacity Analysis 2022 Background Traffic Volumes 69: Colborne Street & South Street PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Sign Control Stop Stop Stop Stop Volume (vph) Hourly flow rate (vph) Direction, Lane # EB 1 NB 1 SB 1 Volume Total (vph) Volume Left (vph) Volume Right (vph) Hadj (s) Departure Headway (s) Degree Utilization, x Capacity (veh/h) Control Delay (s) Approach Delay (s) Approach LOS A A A Delay 8.3 Level of Service A Intersection Capacity Utilization 34.5% ICU Level of Service A Page 16 HCM Unsignalized Intersection Capacity Analysis 2022 Background Traffic Volumes 72: Maitland Street & Nelson Street PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (veh/h) Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Hourly flow rate (vph) Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS A A B B Approach Delay (s) Approach LOS B B Average Delay 2.6 Intersection Capacity Utilization 24.9% ICU Level of Service A Page 18

228 Lanes, Volumes, Timings 2022 Background Traffic Volumes 74: Adelaide Street & Nelson Street PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(m) Detector 2 Size(m) Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases Page 19 Lanes, Volumes, Timings 2022 Background Traffic Volumes 74: Adelaide Street & Nelson Street PM Peak Hour Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 32.5% 32.5% 32.5% 32.5% 67.5% 67.5% 67.5% 67.5% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Vehicle Extension (s) Recall Mode None None None None C-Max C-Max C-Max C-Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS C C D B A A Approach Delay Approach LOS C C A A Cycle Length: 80 Actuated Cycle Length: 80 Offset: 13 (16%), Referenced to phase 2:NBSB and 6:, Start of Green Natural Cycle: 60 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.63 Intersection Signal Delay: 10.5 Intersection LOS: B Intersection Capacity Utilization 86.5% ICU Level of Service E Splits and Phases: 74: Adelaide Street & Nelson Street Page 20

229 Lanes, Volumes, Timings 2022 Background Traffic Volumes 357: Richmond Street & Horton Street PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 9% 2% 9% 10% 1% 3% 5% 4% 4% 4% 2% 7% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Left Thru Right Left Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type pm+pt NA Perm NA pm+pt NA Perm Perm NA Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Page 21 Lanes, Volumes, Timings 2022 Background Traffic Volumes 357: Richmond Street & Horton Street PM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 12.5% 60.0% 47.5% 47.5% 6.7% 40.0% 40.0% 33.3% 33.3% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lag Lead Lag Lag Yes Yes Yes Yes Yes Vehicle Extension (s) Recall Mode None C-Max C-Max C-Max None None None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS C B C C E C A D C Approach Delay Approach LOS B C D C Cycle Length: 120 Actuated Cycle Length: 120 Offset: 56 (47%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 85 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.75 Intersection Signal Delay: 27.4 Intersection LOS: C Intersection Capacity Utilization 89.5% ICU Level of Service E Splits and Phases: 357: Richmond Street & Horton Street Page 22

230 Lanes, Volumes, Timings 2022 Background Traffic Volumes 359: Wellington Street & Horton Street PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 3% 3% 5% 2% 3% 4% 2% 2% 4% 3% 2% 1% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Right Left Thru Right Left Thru Right Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type pm+pt NA pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Page 23 Lanes, Volumes, Timings 2022 Background Traffic Volumes 359: Wellington Street & Horton Street PM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 9.2% 34.2% 10.8% 35.8% 35.8% 10.0% 45.0% 45.0% 10.0% 45.0% 45.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Vehicle Extension (s) Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS E C F D B F C A C C A Approach Delay Approach LOS D D D C Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 115 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.18 Intersection Signal Delay: 40.2 Intersection LOS: D Intersection Capacity Utilization 98.3% ICU Level of Service F Description: All-day Plan Splits and Phases: 359: Wellington Street & Horton Street Page 24

231 Lanes, Volumes, Timings 2022 Background Traffic Volumes 360: Maitland Street & Horton Street PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 0% 3% 7% 6% 3% 10% 0% 25% 0% 7% 8% 1% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Page 25 Lanes, Volumes, Timings 2022 Background Traffic Volumes 360: Maitland Street & Horton Street PM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 72.5% 72.5% 72.5% 72.5% 27.5% 27.5% 27.5% 27.5% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Vehicle Extension (s) Recall Mode C-Max C-Max Max Max None None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS A A C C Approach Delay Approach LOS A A C C Cycle Length: 120 Actuated Cycle Length: 120 Offset: 85 (71%), Referenced to phase 2:EBTL, Start of Green Natural Cycle: 45 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.46 Intersection Signal Delay: 3.8 Intersection LOS: A Intersection Capacity Utilization 58.0% ICU Level of Service B Splits and Phases: 360: Maitland Street & Horton Street Page 26

232 Lanes, Volumes, Timings 2022 Background Traffic Volumes 361: Colborne Street & Horton Street PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 1% 1% 0% 0% 1% 0% 0% 1% 0% 1% 0% 1% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Left Thru Left Thru Right Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type pm+pt NA Perm NA Perm NA Perm NA Perm Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Page 27 Lanes, Volumes, Timings 2022 Background Traffic Volumes 361: Colborne Street & Horton Street PM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 21.7% 57.5% 35.8% 35.8% 42.5% 42.5% 42.5% 42.5% 42.5% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lag Vehicle Extension (s) Recall Mode None C-Max C-Max C-Max None None None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS B A B C D C E E C Approach Delay Approach LOS A C C D Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 70 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.75 Intersection Signal Delay: 26.4 Intersection LOS: C Intersection Capacity Utilization 72.3% ICU Level of Service C Splits and Phases: 361: Colborne Street & Horton Street Page 28

233 Lanes, Volumes, Timings 2022 Background Traffic Volumes 369: Wellington Street & Grey Street PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 0% 0% 0% 0% 4% 7% 11% 2% 0% 0% 2% 4% Adj. Flow (vph) % Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Right Left Thru Thru Right Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Perm NA Perm Perm NA NA Perm Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Page 29 Lanes, Volumes, Timings 2022 Background Traffic Volumes 369: Wellington Street & Grey Street PM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 30.8% 30.8% 30.8% 69.2% 69.2% 69.2% 69.2% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Vehicle Extension (s) Recall Mode None None None C-Max C-Max C-Max C-Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS E D B C B B A Approach Delay Approach LOS D B B Cycle Length: 120 Actuated Cycle Length: 120 Offset: 108 (90%), Referenced to phase 2:NBTL and 6:SBT, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.77 Intersection Signal Delay: 15.5 Intersection LOS: B Intersection Capacity Utilization 76.5% ICU Level of Service D Description: All-day Plan Splits and Phases: 369: Wellington Street & Grey Street Page 30

234 Lanes, Volumes, Timings 2022 Background Traffic Volumes 374: Adelaide Street & Hamilton Road PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 2% 2% 0% 1% 4% 0% 1% 1% 0% 1% 2% 4% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Perm NA pm+pt NA Perm NA pm+pt NA Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Page 31 Lanes, Volumes, Timings 2022 Background Traffic Volumes 374: Adelaide Street & Hamilton Road PM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 35.0% 35.0% 10.8% 45.8% 37.5% 37.5% 16.7% 54.2% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lag Lead Lag Lag Lead Vehicle Extension (s) Recall Mode C-Max C-Max None C-Max Max Max None Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS D D D C F E F C Approach Delay Approach LOS D C E D Cycle Length: 120 Actuated Cycle Length: 120 Offset: 109 (91%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.04 Intersection Signal Delay: 48.0 Intersection LOS: D Intersection Capacity Utilization 91.9% ICU Level of Service F Splits and Phases: 374: Adelaide Street & Hamilton Road Page 32

235 HCM Unsignalized Intersection Capacity Analysis 2022 Future Traffic Volumes 21: Adelaide Street & Grey Street AM Peak Hour Movement EBL EBR NBL NBT SBT SBR Volume (veh/h) Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor Hourly flow rate (vph) Pedestrians 22 1 Lane Width (m) Walking Speed (m/s) Percent Blockage 0 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 58 px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # NB 1 NB 2 SB 1 SB 2 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS A Approach Delay (s) Approach LOS Average Delay 1.6 Intersection Capacity Utilization 98.0% ICU Level of Service York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 2 Lanes, Volumes, Timings 2022 Future Traffic Volumes 29: Colborne Street & Grey Street AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Turning Speed (k/h) Number of Detectors Detector Template Left Thru Right Left Thru Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(m) Detector 2 Size(m) Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) Turn Type Perm NA Perm Perm NA NA Protected Phases 2 4 York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 3

236 Lanes, Volumes, Timings 2022 Future Traffic Volumes 29: Colborne Street & Grey Street AM Peak Hour Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 50.5% 50.5% 50.5% 49.5% 49.5% 49.5% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Vehicle Extension (s) Recall Mode Max Max Max None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS A A B B A Approach Delay Approach LOS A B A Cycle Length: 46.9 Actuated Cycle Length: 41.9 Natural Cycle: 50 Control Type: Semi Act-Uncoord Maximum v/c Ratio: 0.53 Intersection Signal Delay: 11.3 Intersection LOS: B Intersection Capacity Utilization 44.7% ICU Level of Service A Splits and Phases: 29: Colborne Street & Grey York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 4 HCM Unsignalized Intersection Capacity Analysis 2022 Future Traffic Volumes 38: Maitland Street & Nelson Street AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (veh/h) Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Hourly flow rate (vph) Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS A A B B Approach Delay (s) Approach LOS B B Average Delay 3.3 Intersection Capacity Utilization 25.0% ICU Level of Service York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 6

237 Lanes, Volumes, Timings 2022 Future Traffic Volumes 41: Adelaide Street & Nelson Street AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Turning Speed (k/h) Number of Detectors Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(m) Detector 2 Size(m) Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 7 Lanes, Volumes, Timings 2022 Future Traffic Volumes 41: Adelaide Street & Nelson Street AM Peak Hour Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 32.5% 32.5% 32.5% 32.5% 67.5% 67.5% 67.5% 67.5% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Vehicle Extension (s) Recall Mode None None None None C-Max C-Max C-Max C-Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS C B D C A A Approach Delay Approach LOS B C A A Cycle Length: 80 Actuated Cycle Length: 80 Offset: 49 (61%), Referenced to phase 2:NBSB and 6:, Start of Green Natural Cycle: 65 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.62 Intersection Signal Delay: 8.7 Intersection LOS: A Intersection Capacity Utilization 88.3% ICU Level of Service E Splits and Phases: 41: Adelaide Street & Nelson York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 8

238 HCM Unsignalized Intersection Capacity Analysis 2022 Future Traffic Volumes 42: Colborne Street & South Street AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Sign Control Stop Stop Stop Stop Volume (vph) Hourly flow rate (vph) Direction, Lane # EB 1 NB 1 SB 1 Volume Total (vph) Volume Left (vph) Volume Right (vph) Hadj (s) Departure Headway (s) Degree Utilization, x Capacity (veh/h) Control Delay (s) Approach Delay (s) Approach LOS B A A Delay 10.4 Level of Service B Intersection Capacity Utilization 46.0% ICU Level of Service York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 10 HCM Unsignalized Intersection Capacity Analysis 2022 Future Traffic Volumes 43: Adelaide Street & South Street AM Peak Hour Movement EBL EBR NBL NBT SBT SBR Volume (veh/h) Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor Hourly flow rate (vph) Pedestrians 4 Lane Width (m) 3.6 Walking Speed (m/s) 1.2 Percent Blockage 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked 0.84 vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 NB 1 NB 2 SB 1 SB 2 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS E Approach Delay (s) Approach LOS E Average Delay 1.9 Intersection Capacity Utilization 47.9% ICU Level of Service York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 12

239 HCM Unsignalized Intersection Capacity Analysis 2022 Future Traffic Volumes 45: Maitland Street & South Street AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (veh/h) Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Hourly flow rate (vph) Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 NB 1 SB 1 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS A B B Approach Delay (s) Approach LOS B B Average Delay 4.0 Intersection Capacity Utilization 30.2% ICU Level of Service York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 14 HCM Unsignalized Intersection Capacity Analysis 2022 Future Traffic Volumes 52: Richmond Street & Grey Street AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (veh/h) Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Hourly flow rate (vph) Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 288 px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS D C A Approach Delay (s) Approach LOS D C Average Delay 3.8 Intersection Capacity Utilization 55.3% ICU Level of Service York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 16

240 HCM Unsignalized Intersection Capacity Analysis 2022 Future Traffic Volumes 64: Maitland Street & Grey Street AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Sign Control Stop Stop Stop Stop Volume (vph) Hourly flow rate (vph) Direction, Lane # WB 1 NB 1 SB 1 Volume Total (vph) Volume Left (vph) Volume Right (vph) Hadj (s) Departure Headway (s) Degree Utilization, x Capacity (veh/h) Control Delay (s) Approach Delay (s) Approach LOS A A A Delay 8.4 Level of Service A Intersection Capacity Utilization 30.7% ICU Level of Service York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 18 HCM Unsignalized Intersection Capacity Analysis 2022 Future Traffic Volumes 65: Wellington Street & South Street AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (veh/h) Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Hourly flow rate (vph) Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage 2 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 304 px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS B B F Approach Delay (s) Approach LOS B Average Delay 2.7 Intersection Capacity Utilization 87.3% ICU Level of Service York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 20

241 Lanes, Volumes, Timings 2022 Future Traffic Volumes 357: Richmond Street & Horton Street AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 5% 3% 15% 9% 5% 6% 3% 2% 5% 11% 3% 20% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Left Thru Right Left Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type pm+pt NA Perm NA Perm NA Perm Perm NA Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 21 Lanes, Volumes, Timings 2022 Future Traffic Volumes 357: Richmond Street & Horton Street AM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 28.0% 60.0% 32.0% 32.0% 40.0% 40.0% 40.0% 40.0% 40.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lag Vehicle Extension (s) Recall Mode None C-Max C-Max C-Max None None None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS E A D D C D A F C Approach Delay Approach LOS C D D D Cycle Length: 100 Actuated Cycle Length: 100 Offset: 77 (77%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.98 Intersection Signal Delay: 33.4 Intersection LOS: C Intersection Capacity Utilization 91.7% ICU Level of Service F Description: Running 1 Plan for all Periods? Splits and Phases: 357: Richmond Street & Horton York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 22

242 Lanes, Volumes, Timings 2022 Future Traffic Volumes 359: Wellington Street & Horton Street AM Peak Hour Volume (vph) Lane Width (m) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 1% 4% 1% 6% 6% 3% 5% 3% 15% 4% 3% 4% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Headway Factor Number of Detectors Detector Template Left Thru Left Thru Right Left Thru Right Left Thru Right Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type pm+pt NA pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases Permitted Phases Detector Phase Switch York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 23 Lanes, Volumes, Timings 2022 Future Traffic Volumes 359: Wellington Street & Horton Street AM Peak Hour Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 12.0% 42.0% 10.0% 40.0% 40.0% 10.8% 38.0% 38.0% 10.0% 37.2% 37.2% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Vehicle Extension (s) Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS F B E D B D F A C D B Approach Delay Approach LOS D D F D Cycle Length: 100 Actuated Cycle Length: 100 Offset: 50 (50%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 145 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.20 Intersection Signal Delay: 63.3 Intersection LOS: E Intersection Capacity Utilization 96.9% ICU Level of Service F Description: All-day Plan Splits and Phases: 359: Wellington Street & Horton York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 24

243 Lanes, Volumes, Timings 2022 Future Traffic Volumes 360: Maitland Street & Horton Street AM Peak Hour Volume (vph) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 1% 4% 17% 14% 6% 25% 0% 10% 17% 8% 8% 25% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 73.0% 73.0% 73.0% 73.0% 27.0% 27.0% 27.0% York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 25 Lanes, Volumes, Timings 2022 Future Traffic Volumes 360: Maitland Street & Horton Street AM Peak Hour Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Vehicle Extension (s) Recall Mode C-Max C-Max Max Max None None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS A A C B Approach Delay Approach LOS A A C B Cycle Length: 100 Actuated Cycle Length: 100 Offset: 16 (16%), Referenced to phase 2:EBTL, Start of Green Natural Cycle: 45 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.32 Intersection Signal Delay: 9.9 Intersection LOS: A Intersection Capacity Utilization 56.2% ICU Level of Service B Splits and Phases: 360: Maitland Street & Horton York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 26

244 Lanes, Volumes, Timings 2022 Future Traffic Volumes 361: Colborne Street & Horton Street AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 2% 2% 0% 0% 1% 1% 0% 0% 0% 1% 1% 4% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Left Thru Left Thru Right Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type pm+pt NA Perm NA Perm NA Perm NA Perm Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 27 Lanes, Volumes, Timings 2022 Future Traffic Volumes 361: Colborne Street & Horton Street AM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 31.0% 67.0% 36.0% 36.0% 33.0% 33.0% 33.0% 33.0% 33.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lag Vehicle Extension (s) Recall Mode None C-Max C-Max C-Max None None None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS C B B B D C D D A Approach Delay Approach LOS C B D C Cycle Length: 100 Actuated Cycle Length: 100 Offset: 9 (9%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 75 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.64 Intersection Signal Delay: 22.0 Intersection LOS: C Intersection Capacity Utilization 73.7% ICU Level of Service D Splits and Phases: 361: Colborne Street & Horton York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 28

245 Lanes, Volumes, Timings 2022 Future Traffic Volumes 369: Wellington Street & Grey Street AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 4% 3% 2% 2% 3% 5% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Turning Speed (k/h) Number of Detectors Detector Template Left Thru Right Left Thru Thru Right Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(m) 9.4 Detector 2 Size(m) 0.6 Detector 2 Type Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 Turn Type Perm NA Perm Perm NA NA York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 29 Lanes, Volumes, Timings 2022 Future Traffic Volumes 369: Wellington Street & Grey Street AM Peak Hour Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 37.0% 37.0% 37.0% 63.0% 63.0% 63.0% 63.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Vehicle Extension (s) Recall Mode None None None C-Max C-Max C-Max C-Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS D C C B B B A Approach Delay Approach LOS D B B Cycle Length: 100 Actuated Cycle Length: 100 Offset: 30 (30%), Referenced to phase 2:NBTL and 6:SBT, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.76 Intersection Signal Delay: 15.4 Intersection LOS: B Intersection Capacity Utilization 68.0% ICU Level of Service C Description: All-day Plan Splits and Phases: 369: Wellington Street & Grey York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 31

246 Lanes, Volumes, Timings 2022 Future Traffic Volumes 374: Adelaide Street & Hamilton Road AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (#/hr) 4 Heavy Vehicles (%) 3% 4% 8% 2% 3% 5% 1% 3% 8% 4% 5% 5% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Perm NA pm+pt NA Perm NA pm+pt NA Protected Phases Permitted Phases Detector Phase Switch York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 33 Lanes, Volumes, Timings 2022 Future Traffic Volumes 374: Adelaide Street & Hamilton Road AM Peak Hour Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 35.0% 35.0% 10.0% 45.0% 43.0% 43.0% 12.0% 55.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lag Lead Lag Lag Lead Vehicle Extension (s) Recall Mode C-Max C-Max None C-Max Max Max None Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS F C C C E D E A Approach Delay Approach LOS D C D B Cycle Length: 100 Actuated Cycle Length: 100 Offset: 52 (52%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.93 Intersection Signal Delay: 33.2 Intersection LOS: C Intersection Capacity Utilization 92.7% ICU Level of Service F Splits and Phases: 374: Adelaide Street & Hamilton York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 34

247 HCM Unsignalized Intersection Capacity Analysis 2022 Future Traffic Volumes 41: Richmond Street & Grey Street PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (veh/h) Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Hourly flow rate (vph) Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 287 px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS E F A A Approach Delay (s) Approach LOS E F Average Delay 31.0 Intersection Capacity Utilization 58.8% ICU Level of Service B Page 2 HCM Unsignalized Intersection Capacity Analysis 2022 Future Traffic Volumes 43: Adelaide Street & Grey Street PM Peak Hour Movement EBL EBR NBL NBT SBT SBR Volume (veh/h) Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 52 px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # NB 1 NB 2 SB 1 SB 2 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS A Approach Delay (s) Approach LOS Average Delay 0.6 Intersection Capacity Utilization 89.9% ICU Level of Service E Page 4

248 HCM Unsignalized Intersection Capacity Analysis 2022 Future Traffic Volumes 45: Maitland Street & Grey Street PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Sign Control Stop Stop Stop Stop Volume (vph) Hourly flow rate (vph) Direction, Lane # WB 1 NB 1 SB 1 Volume Total (vph) Volume Left (vph) Volume Right (vph) Hadj (s) Departure Headway (s) Degree Utilization, x Capacity (veh/h) Control Delay (s) Approach Delay (s) Approach LOS A A A Delay 8.4 Level of Service A Intersection Capacity Utilization 35.2% ICU Level of Service A Page 6 Lanes, Volumes, Timings 2022 Future Traffic Volumes 52: Colborne Street & Grey Street PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Right Left Thru Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(m) Detector 2 Size(m) Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) Turn Type Perm NA Perm Perm NA NA Protected Phases Page 7

249 Lanes, Volumes, Timings 2022 Future Traffic Volumes 52: Colborne Street & Grey Street PM Peak Hour Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 50.5% 50.5% 50.5% 49.5% 49.5% 49.5% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Vehicle Extension (s) Recall Mode Max Max Max None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS B A C B B Approach Delay Approach LOS A B B Cycle Length: 46.9 Actuated Cycle Length: 42.1 Natural Cycle: 50 Control Type: Semi Act-Uncoord Maximum v/c Ratio: 0.74 Intersection Signal Delay: 14.3 Intersection LOS: B Intersection Capacity Utilization 60.0% ICU Level of Service B Splits and Phases: 52: Colborne Street & Grey Street Page 8 HCM Unsignalized Intersection Capacity Analysis 2022 Future Traffic Volumes 66: Adelaide Street & South Street PM Peak Hour Movement EBL EBR NBL NBT SBT SBR Volume (veh/h) Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor Hourly flow rate (vph) Pedestrians 7 Lane Width (m) 3.6 Walking Speed (m/s) 1.2 Percent Blockage 1 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 NB 1 NB 2 SB 1 SB 2 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS C Approach Delay (s) Approach LOS C Average Delay 0.6 Intersection Capacity Utilization 49.0% ICU Level of Service A Page 10

250 HCM Unsignalized Intersection Capacity Analysis 2022 Future Traffic Volumes 67: Maitland Street & South Street PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (veh/h) Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Hourly flow rate (vph) Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 NB 1 SB 1 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS A B B Approach Delay (s) Approach LOS B B Average Delay 4.4 Intersection Capacity Utilization 28.4% ICU Level of Service A Page 12 HCM Unsignalized Intersection Capacity Analysis 2022 Future Traffic Volumes 68: Wellington Street & South Street PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (veh/h) Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Hourly flow rate (vph) Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 279 px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS B E C Approach Delay (s) Approach LOS B Average Delay 0.7 Intersection Capacity Utilization 83.2% ICU Level of Service E Page 14

251 HCM Unsignalized Intersection Capacity Analysis 2022 Future Traffic Volumes 69: Colborne Street & South Street PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Sign Control Stop Stop Stop Stop Volume (vph) Hourly flow rate (vph) Direction, Lane # EB 1 NB 1 SB 1 Volume Total (vph) Volume Left (vph) Volume Right (vph) Hadj (s) Departure Headway (s) Degree Utilization, x Capacity (veh/h) Control Delay (s) Approach Delay (s) Approach LOS B A A Delay 9.5 Level of Service A Intersection Capacity Utilization 42.2% ICU Level of Service A Page 16 HCM Unsignalized Intersection Capacity Analysis 2022 Future Traffic Volumes 72: Maitland Street & Nelson Street PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (veh/h) Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Hourly flow rate (vph) Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS A A B B Approach Delay (s) Approach LOS B B Average Delay 2.7 Intersection Capacity Utilization 29.5% ICU Level of Service A Page 18

252 Lanes, Volumes, Timings 2022 Future Traffic Volumes 74: Adelaide Street & Nelson Street PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(m) Detector 2 Size(m) Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases Page 19 Lanes, Volumes, Timings 2022 Future Traffic Volumes 74: Adelaide Street & Nelson Street PM Peak Hour Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 32.5% 32.5% 32.5% 32.5% 67.5% 67.5% 67.5% 67.5% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Vehicle Extension (s) Recall Mode None None None None C-Max C-Max C-Max C-Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS C C D B B A Approach Delay Approach LOS C C B A Cycle Length: 80 Actuated Cycle Length: 80 Offset: 13 (16%), Referenced to phase 2:NBSB and 6:, Start of Green Natural Cycle: 80 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.73 Intersection Signal Delay: 12.3 Intersection LOS: B Intersection Capacity Utilization 108.6% ICU Level of Service G Splits and Phases: 74: Adelaide Street & Nelson Street Page 20

253 Lanes, Volumes, Timings 2022 Future Traffic Volumes 357: Richmond Street & Horton Street PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 9% 2% 9% 10% 1% 3% 5% 4% 4% 4% 2% 7% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Left Thru Right Left Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type pm+pt NA Perm NA pm+pt NA Perm Perm NA Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Page 21 Lanes, Volumes, Timings 2022 Future Traffic Volumes 357: Richmond Street & Horton Street PM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 12.5% 60.0% 47.5% 47.5% 6.7% 40.0% 40.0% 33.3% 33.3% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lag Lead Lag Lag Yes Yes Yes Yes Yes Vehicle Extension (s) Recall Mode None C-Max C-Max C-Max None None None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS D B C D F C A D C Approach Delay Approach LOS C D D C Cycle Length: 120 Actuated Cycle Length: 120 Offset: 56 (47%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 95 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.95 Intersection Signal Delay: 31.5 Intersection LOS: C Intersection Capacity Utilization 93.5% ICU Level of Service F Splits and Phases: 357: Richmond Street & Horton Street Page 22

254 Lanes, Volumes, Timings 2022 Future Traffic Volumes 359: Wellington Street & Horton Street PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 3% 3% 5% 2% 3% 4% 2% 2% 4% 3% 2% 1% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Right Left Thru Right Left Thru Right Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type pm+pt NA pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Page 23 Lanes, Volumes, Timings 2022 Future Traffic Volumes 359: Wellington Street & Horton Street PM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 9.2% 34.2% 10.8% 35.8% 35.8% 10.0% 45.0% 45.0% 10.0% 45.0% 45.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Vehicle Extension (s) Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS D D F D B F D A C D A Approach Delay Approach LOS D D E C Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 125 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.50 Intersection Signal Delay: 50.9 Intersection LOS: D Intersection Capacity Utilization 102.9% ICU Level of Service G Description: All-day Plan Splits and Phases: 359: Wellington Street & Horton Street Page 24

255 Lanes, Volumes, Timings 2022 Future Traffic Volumes 360: Maitland Street & Horton Street PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 0% 3% 7% 6% 3% 10% 0% 25% 0% 7% 8% 1% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Page 25 Lanes, Volumes, Timings 2022 Future Traffic Volumes 360: Maitland Street & Horton Street PM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 72.5% 72.5% 72.5% 72.5% 27.5% 27.5% 27.5% 27.5% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Vehicle Extension (s) Recall Mode C-Max C-Max Max Max None None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS A A C C Approach Delay Approach LOS A A C C Cycle Length: 120 Actuated Cycle Length: 120 Offset: 85 (71%), Referenced to phase 2:EBTL, Start of Green Natural Cycle: 45 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.46 Intersection Signal Delay: 4.3 Intersection LOS: A Intersection Capacity Utilization 58.3% ICU Level of Service B Splits and Phases: 360: Maitland Street & Horton Street Page 26

256 Lanes, Volumes, Timings 2022 Future Traffic Volumes 361: Colborne Street & Horton Street PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 1% 1% 0% 0% 1% 0% 0% 1% 0% 1% 0% 1% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Left Thru Left Thru Right Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type pm+pt NA Perm NA Perm NA Perm NA Perm Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Page 27 Lanes, Volumes, Timings 2022 Future Traffic Volumes 361: Colborne Street & Horton Street PM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 21.7% 57.5% 35.8% 35.8% 42.5% 42.5% 42.5% 42.5% 42.5% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lag Vehicle Extension (s) Recall Mode None C-Max C-Max C-Max None None None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS B A C C E C E E C Approach Delay Approach LOS A C D D Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 70 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.78 Intersection Signal Delay: 26.8 Intersection LOS: C Intersection Capacity Utilization 73.8% ICU Level of Service D Splits and Phases: 361: Colborne Street & Horton Street Page 28

257 Lanes, Volumes, Timings 2022 Future Traffic Volumes 369: Wellington Street & Grey Street PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 0% 0% 0% 0% 4% 7% 11% 2% 0% 0% 2% 4% Adj. Flow (vph) % Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Right Left Thru Thru Right Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Perm NA Perm Perm NA NA Perm Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Page 29 Lanes, Volumes, Timings 2022 Future Traffic Volumes 369: Wellington Street & Grey Street PM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 30.8% 30.8% 30.8% 69.2% 69.2% 69.2% 69.2% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Vehicle Extension (s) Recall Mode None None None C-Max C-Max C-Max C-Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS E D C C B B A Approach Delay Approach LOS D B B Cycle Length: 120 Actuated Cycle Length: 120 Offset: 108 (90%), Referenced to phase 2:NBTL and 6:SBT, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.81 Intersection Signal Delay: 18.7 Intersection LOS: B Intersection Capacity Utilization 79.9% ICU Level of Service D Description: All-day Plan Splits and Phases: 369: Wellington Street & Grey Street Page 30

258 Lanes, Volumes, Timings 2022 Future Traffic Volumes 374: Adelaide Street & Hamilton Road PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 2% 2% 0% 1% 4% 0% 1% 1% 0% 1% 2% 4% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Perm NA pm+pt NA Perm NA pm+pt NA Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Page 31 Lanes, Volumes, Timings 2022 Future Traffic Volumes 374: Adelaide Street & Hamilton Road PM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 35.0% 35.0% 10.8% 45.8% 37.5% 37.5% 16.7% 54.2% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lag Lead Lag Lag Lead Vehicle Extension (s) Recall Mode C-Max C-Max None C-Max Max Max None Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS D D E C F E F C Approach Delay Approach LOS D C E D Cycle Length: 120 Actuated Cycle Length: 120 Offset: 109 (91%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.04 Intersection Signal Delay: 48.4 Intersection LOS: D Intersection Capacity Utilization 92.4% ICU Level of Service F Splits and Phases: 374: Adelaide Street & Hamilton Road Page 32

259 HCM Unsignalized Intersection Capacity Analysis 2027 Background Traffic Volumes 21: Adelaide Street & Grey Street AM Peak Hour Movement EBL EBR NBL NBT SBT SBR Volume (veh/h) Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor Hourly flow rate (vph) Pedestrians 22 1 Lane Width (m) Walking Speed (m/s) Percent Blockage 0 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 58 px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # NB 1 NB 2 SB 1 SB 2 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS B Approach Delay (s) Approach LOS Average Delay 2.1 Intersection Capacity Utilization 104.5% ICU Level of Service York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 2 Lanes, Volumes, Timings 2027 Background Traffic Volumes 29: Colborne Street & Grey Street AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Turning Speed (k/h) Number of Detectors Detector Template Left Thru Right Left Thru Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(m) Detector 2 Size(m) Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) Turn Type Perm NA Perm Perm NA NA Protected Phases 2 4 York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 3

260 Lanes, Volumes, Timings 2027 Background Traffic Volumes 29: Colborne Street & Grey Street AM Peak Hour Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 50.5% 50.5% 50.5% 49.5% 49.5% 49.5% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Vehicle Extension (s) Recall Mode Max Max Max None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS A A B B A Approach Delay Approach LOS A B A Cycle Length: 46.9 Actuated Cycle Length: 39 Natural Cycle: 50 Control Type: Semi Act-Uncoord Maximum v/c Ratio: 0.42 Intersection Signal Delay: 10.1 Intersection LOS: B Intersection Capacity Utilization 44.0% ICU Level of Service A Splits and Phases: 29: Colborne Street & Grey York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 4 HCM Unsignalized Intersection Capacity Analysis 2027 Background Traffic Volumes 38: Maitland Street & Nelson Street AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (veh/h) Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Hourly flow rate (vph) Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS A A B B Approach Delay (s) Approach LOS B B Average Delay 2.9 Intersection Capacity Utilization 21.0% ICU Level of Service York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 6

261 Lanes, Volumes, Timings 2027 Background Traffic Volumes 41: Adelaide Street & Nelson Street AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Turning Speed (k/h) Number of Detectors Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(m) Detector 2 Size(m) Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 7 Lanes, Volumes, Timings 2027 Background Traffic Volumes 41: Adelaide Street & Nelson Street AM Peak Hour Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 32.5% 32.5% 32.5% 32.5% 67.5% 67.5% 67.5% 67.5% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Vehicle Extension (s) Recall Mode None None None None C-Max C-Max C-Max C-Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS C B D C A A Approach Delay Approach LOS B C A A Cycle Length: 80 Actuated Cycle Length: 80 Offset: 49 (61%), Referenced to phase 2:NBSB and 6:, Start of Green Natural Cycle: 65 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.64 Intersection Signal Delay: 9.1 Intersection LOS: A Intersection Capacity Utilization 92.3% ICU Level of Service F Splits and Phases: 41: Adelaide Street & Nelson York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 8

262 HCM Unsignalized Intersection Capacity Analysis 2027 Background Traffic Volumes 42: Colborne Street & South Street AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Sign Control Stop Stop Stop Stop Volume (vph) Hourly flow rate (vph) Direction, Lane # EB 1 NB 1 SB 1 Volume Total (vph) Volume Left (vph) Volume Right (vph) Hadj (s) Departure Headway (s) Degree Utilization, x Capacity (veh/h) Control Delay (s) Approach Delay (s) Approach LOS A A A Delay 9.5 Level of Service A Intersection Capacity Utilization 42.6% ICU Level of Service York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 10 HCM Unsignalized Intersection Capacity Analysis 2027 Background Traffic Volumes 43: Adelaide Street & South Street AM Peak Hour Movement EBL EBR NBL NBT SBT SBR Volume (veh/h) Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor Hourly flow rate (vph) Pedestrians 4 Lane Width (m) 3.6 Walking Speed (m/s) 1.2 Percent Blockage 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked 0.81 vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 NB 1 NB 2 SB 1 SB 2 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS F Approach Delay (s) Approach LOS F Average Delay 2.5 Intersection Capacity Utilization 49.6% ICU Level of Service York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 12

263 HCM Unsignalized Intersection Capacity Analysis 2027 Background Traffic Volumes 45: Maitland Street & South Street AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (veh/h) Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Hourly flow rate (vph) Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 NB 1 SB 1 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS A A B Approach Delay (s) Approach LOS A B Average Delay 3.4 Intersection Capacity Utilization 29.6% ICU Level of Service York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 14 HCM Unsignalized Intersection Capacity Analysis 2027 Background Traffic Volumes 52: Richmond Street & Grey Street AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (veh/h) Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Hourly flow rate (vph) Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 288 px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS D C A Approach Delay (s) Approach LOS D C Average Delay 2.5 Intersection Capacity Utilization 55.6% ICU Level of Service York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 16

264 HCM Unsignalized Intersection Capacity Analysis 2027 Background Traffic Volumes 64: Maitland Street & Grey Street AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Sign Control Stop Stop Stop Stop Volume (vph) Hourly flow rate (vph) Direction, Lane # WB 1 NB 1 SB 1 Volume Total (vph) Volume Left (vph) Volume Right (vph) Hadj (s) Departure Headway (s) Degree Utilization, x Capacity (veh/h) Control Delay (s) Approach Delay (s) Approach LOS A A A Delay 8.4 Level of Service A Intersection Capacity Utilization 30.3% ICU Level of Service York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 18 HCM Unsignalized Intersection Capacity Analysis 2027 Background Traffic Volumes 65: Wellington Street & South Street AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (veh/h) Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Hourly flow rate (vph) Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage 2 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 304 px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS B B F Approach Delay (s) Approach LOS B Average Delay 3.7 Intersection Capacity Utilization 91.4% ICU Level of Service York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 20

265 Lanes, Volumes, Timings 2027 Background Traffic Volumes 357: Richmond Street & Horton Street AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 5% 3% 15% 9% 5% 6% 3% 2% 5% 11% 3% 20% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Left Thru Right Left Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type pm+pt NA Perm NA Perm NA Perm Perm NA Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 21 Lanes, Volumes, Timings 2027 Background Traffic Volumes 357: Richmond Street & Horton Street AM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 28.0% 60.0% 32.0% 32.0% 40.0% 40.0% 40.0% 40.0% 40.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lag Vehicle Extension (s) Recall Mode None C-Max C-Max C-Max None None None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS E A D D C D A F C Approach Delay Approach LOS C D D D Cycle Length: 100 Actuated Cycle Length: 100 Offset: 77 (77%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.97 Intersection Signal Delay: 34.5 Intersection LOS: C Intersection Capacity Utilization 93.2% ICU Level of Service F Description: Running 1 Plan for all Periods? Splits and Phases: 357: Richmond Street & Horton York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 22

266 Lanes, Volumes, Timings 2027 Background Traffic Volumes 359: Wellington Street & Horton Street AM Peak Hour Volume (vph) Lane Width (m) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 1% 4% 1% 6% 6% 3% 5% 3% 15% 4% 3% 4% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Headway Factor Number of Detectors Detector Template Left Thru Left Thru Right Left Thru Right Left Thru Right Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type pm+pt NA pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases Permitted Phases Detector Phase Switch York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 23 Lanes, Volumes, Timings 2027 Background Traffic Volumes 359: Wellington Street & Horton Street AM Peak Hour Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 12.0% 42.0% 10.0% 40.0% 40.0% 10.8% 38.0% 38.0% 10.0% 37.2% 37.2% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Vehicle Extension (s) Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS F B E D B D F A C D B Approach Delay Approach LOS D D F D Cycle Length: 100 Actuated Cycle Length: 100 Offset: 50 (50%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 145 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.27 Intersection Signal Delay: 75.9 Intersection LOS: E Intersection Capacity Utilization 100.5% ICU Level of Service G Description: All-day Plan Splits and Phases: 359: Wellington Street & Horton York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 24

267 Lanes, Volumes, Timings 2027 Background Traffic Volumes 360: Maitland Street & Horton Street AM Peak Hour Volume (vph) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 1% 4% 17% 14% 6% 25% 0% 10% 17% 8% 8% 25% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 73.0% 73.0% 73.0% 73.0% 27.0% 27.0% 27.0% York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 25 Lanes, Volumes, Timings 2027 Background Traffic Volumes 360: Maitland Street & Horton Street AM Peak Hour Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Vehicle Extension (s) Recall Mode C-Max C-Max Max Max None None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS A A C B Approach Delay Approach LOS A A C B Cycle Length: 100 Actuated Cycle Length: 100 Offset: 16 (16%), Referenced to phase 2:EBTL, Start of Green Natural Cycle: 45 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.30 Intersection Signal Delay: 8.0 Intersection LOS: A Intersection Capacity Utilization 57.7% ICU Level of Service B Splits and Phases: 360: Maitland Street & Horton York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 26

268 Lanes, Volumes, Timings 2027 Background Traffic Volumes 361: Colborne Street & Horton Street AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 2% 2% 0% 0% 1% 1% 0% 0% 0% 1% 1% 4% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Left Thru Left Thru Right Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type pm+pt NA Perm NA Perm NA Perm NA Perm Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 27 Lanes, Volumes, Timings 2027 Background Traffic Volumes 361: Colborne Street & Horton Street AM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 31.0% 67.0% 36.0% 36.0% 33.0% 33.0% 33.0% 33.0% 33.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lag Vehicle Extension (s) Recall Mode None C-Max C-Max C-Max None None None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS C B B B D C C D A Approach Delay Approach LOS C B D C Cycle Length: 100 Actuated Cycle Length: 100 Offset: 9 (9%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 80 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.69 Intersection Signal Delay: 21.8 Intersection LOS: C Intersection Capacity Utilization 75.0% ICU Level of Service D Splits and Phases: 361: Colborne Street & Horton York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 28

269 Lanes, Volumes, Timings 2027 Background Traffic Volumes 369: Wellington Street & Grey Street AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 4% 3% 2% 2% 3% 5% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Turning Speed (k/h) Number of Detectors Detector Template Left Thru Right Left Thru Thru Right Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(m) 9.4 Detector 2 Size(m) 0.6 Detector 2 Type Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 Turn Type Perm NA Perm Perm NA NA York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 29 Lanes, Volumes, Timings 2027 Background Traffic Volumes 369: Wellington Street & Grey Street AM Peak Hour Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 37.0% 37.0% 37.0% 63.0% 63.0% 63.0% 63.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Vehicle Extension (s) Recall Mode None None None C-Max C-Max C-Max C-Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS D C B B B B A Approach Delay Approach LOS D B B Cycle Length: 100 Actuated Cycle Length: 100 Offset: 30 (30%), Referenced to phase 2:NBTL and 6:SBT, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.79 Intersection Signal Delay: 13.9 Intersection LOS: B Intersection Capacity Utilization 68.5% ICU Level of Service C Description: All-day Plan Splits and Phases: 369: Wellington Street & Grey York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 31

270 Lanes, Volumes, Timings 2027 Background Traffic Volumes 374: Adelaide Street & Hamilton Road AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (#/hr) 4 Heavy Vehicles (%) 3% 4% 8% 2% 3% 5% 1% 3% 8% 4% 5% 5% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Perm NA pm+pt NA Perm NA pm+pt NA Protected Phases Permitted Phases Detector Phase Switch York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 33 Lanes, Volumes, Timings 2027 Background Traffic Volumes 374: Adelaide Street & Hamilton Road AM Peak Hour Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 35.0% 35.0% 10.0% 45.0% 43.0% 43.0% 12.0% 55.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lag Lead Lag Lag Lead Vehicle Extension (s) Recall Mode C-Max C-Max None C-Max Max Max None Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS F C C D F E E B Approach Delay Approach LOS D D E C Cycle Length: 100 Actuated Cycle Length: 100 Offset: 52 (52%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green Natural Cycle: 100 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.05 Intersection Signal Delay: 41.1 Intersection LOS: D Intersection Capacity Utilization 97.9% ICU Level of Service F Splits and Phases: 374: Adelaide Street & Hamilton York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 34

271 HCM Unsignalized Intersection Capacity Analysis 2027 Background Traffic Volumes 41: Richmond Street & Grey Street PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (veh/h) Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Hourly flow rate (vph) Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 287 px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS E F A A Approach Delay (s) Approach LOS E F Average Delay 38.4 Intersection Capacity Utilization 59.4% ICU Level of Service B Page 2 HCM Unsignalized Intersection Capacity Analysis 2027 Background Traffic Volumes 43: Adelaide Street & Grey Street PM Peak Hour Movement EBL EBR NBL NBT SBT SBR Volume (veh/h) Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 52 px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # NB 1 NB 2 SB 1 SB 2 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS A Approach Delay (s) Approach LOS Average Delay 0.8 Intersection Capacity Utilization 96.0% ICU Level of Service F Page 4

272 HCM Unsignalized Intersection Capacity Analysis 2027 Background Traffic Volumes 45: Maitland Street & Grey Street PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Sign Control Stop Stop Stop Stop Volume (vph) Hourly flow rate (vph) Direction, Lane # WB 1 NB 1 SB 1 Volume Total (vph) Volume Left (vph) Volume Right (vph) Hadj (s) Departure Headway (s) Degree Utilization, x Capacity (veh/h) Control Delay (s) Approach Delay (s) Approach LOS A A A Delay 8.5 Level of Service A Intersection Capacity Utilization 36.4% ICU Level of Service A Page 6 Lanes, Volumes, Timings 2027 Background Traffic Volumes 52: Colborne Street & Grey Street PM Peak Hour Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 50.5% 50.5% 50.5% 49.5% 49.5% 49.5% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Vehicle Extension (s) Recall Mode Max Max Max None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS A A B B A Approach Delay Approach LOS A B A Cycle Length: 46.9 Actuated Cycle Length: 39.9 Natural Cycle: 50 Control Type: Semi Act-Uncoord Maximum v/c Ratio: 0.59 Intersection Signal Delay: 10.1 Intersection LOS: B Intersection Capacity Utilization 54.3% ICU Level of Service A Splits and Phases: 52: Colborne Street & Grey Street Page 8

273 HCM Unsignalized Intersection Capacity Analysis 2027 Background Traffic Volumes 66: Adelaide Street & South Street PM Peak Hour Movement EBL EBR NBL NBT SBT SBR Volume (veh/h) Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor Hourly flow rate (vph) Pedestrians 7 Lane Width (m) 3.6 Walking Speed (m/s) 1.2 Percent Blockage 1 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 NB 1 NB 2 SB 1 SB 2 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS C Approach Delay (s) Approach LOS C Average Delay 0.5 Intersection Capacity Utilization 50.7% ICU Level of Service A Page 10 HCM Unsignalized Intersection Capacity Analysis 2027 Background Traffic Volumes 67: Maitland Street & South Street PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (veh/h) Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Hourly flow rate (vph) Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 NB 1 SB 1 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS A A A Approach Delay (s) Approach LOS A A Average Delay 4.3 Intersection Capacity Utilization 27.6% ICU Level of Service A Page 12

274 HCM Unsignalized Intersection Capacity Analysis 2027 Background Traffic Volumes 68: Wellington Street & South Street PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (veh/h) Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Hourly flow rate (vph) Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 279 px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS B F C Approach Delay (s) Approach LOS B Average Delay 0.7 Intersection Capacity Utilization 79.5% ICU Level of Service D Page 14 HCM Unsignalized Intersection Capacity Analysis 2027 Background Traffic Volumes 69: Colborne Street & South Street PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Sign Control Stop Stop Stop Stop Volume (vph) Hourly flow rate (vph) Direction, Lane # EB 1 NB 1 SB 1 Volume Total (vph) Volume Left (vph) Volume Right (vph) Hadj (s) Departure Headway (s) Degree Utilization, x Capacity (veh/h) Control Delay (s) Approach Delay (s) Approach LOS A A A Delay 8.4 Level of Service A Intersection Capacity Utilization 35.5% ICU Level of Service A Page 16

275 HCM Unsignalized Intersection Capacity Analysis 2027 Background Traffic Volumes 72: Maitland Street & Nelson Street PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (veh/h) Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Hourly flow rate (vph) Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS A A B B Approach Delay (s) Approach LOS B B Average Delay 2.6 Intersection Capacity Utilization 25.3% ICU Level of Service A Page 18 Lanes, Volumes, Timings 2027 Background Traffic Volumes 74: Adelaide Street & Nelson Street PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(m) Detector 2 Size(m) Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases Page 19

276 Lanes, Volumes, Timings 2027 Background Traffic Volumes 74: Adelaide Street & Nelson Street PM Peak Hour Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 32.5% 32.5% 32.5% 32.5% 67.5% 67.5% 67.5% 67.5% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Vehicle Extension (s) Recall Mode None None None None C-Max C-Max C-Max C-Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS C C D B A B Approach Delay Approach LOS C C A B Cycle Length: 80 Actuated Cycle Length: 80 Offset: 13 (16%), Referenced to phase 2:NBSB and 6:, Start of Green Natural Cycle: 65 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.69 Intersection Signal Delay: 12.1 Intersection LOS: B Intersection Capacity Utilization 91.2% ICU Level of Service F Splits and Phases: 74: Adelaide Street & Nelson Street Page 20 Lanes, Volumes, Timings 2027 Background Traffic Volumes 357: Richmond Street & Horton Street PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 9% 2% 9% 10% 1% 3% 5% 4% 4% 4% 2% 7% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Left Thru Right Left Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type pm+pt NA Perm NA pm+pt NA Perm Perm NA Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Page 21

277 Lanes, Volumes, Timings 2027 Background Traffic Volumes 357: Richmond Street & Horton Street PM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 12.5% 60.0% 47.5% 47.5% 6.7% 40.0% 40.0% 33.3% 33.3% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lag Lead Lag Lag Yes Yes Yes Yes Yes Vehicle Extension (s) Recall Mode None C-Max C-Max C-Max None None None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS D B C D E C A D C Approach Delay Approach LOS C D D C Cycle Length: 120 Actuated Cycle Length: 120 Offset: 56 (47%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 95 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.85 Intersection Signal Delay: 31.4 Intersection LOS: C Intersection Capacity Utilization 93.4% ICU Level of Service F Splits and Phases: 357: Richmond Street & Horton Street Page 22 Lanes, Volumes, Timings 2027 Background Traffic Volumes 359: Wellington Street & Horton Street PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 3% 3% 5% 2% 3% 4% 2% 2% 4% 3% 2% 1% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Right Left Thru Right Left Thru Right Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type pm+pt NA pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Page 23

278 Lanes, Volumes, Timings 2027 Background Traffic Volumes 359: Wellington Street & Horton Street PM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 9.2% 34.2% 10.8% 35.8% 35.8% 10.0% 45.0% 45.0% 10.0% 45.0% 45.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Vehicle Extension (s) Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS E C F D B F D A D D A Approach Delay Approach LOS D E E D Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 135 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.32 Intersection Signal Delay: 53.2 Intersection LOS: D Intersection Capacity Utilization 103.3% ICU Level of Service G Description: All-day Plan Splits and Phases: 359: Wellington Street & Horton Street Page 24 Lanes, Volumes, Timings 2027 Background Traffic Volumes 360: Maitland Street & Horton Street PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 0% 3% 7% 6% 3% 10% 0% 25% 0% 7% 8% 1% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Page 25

279 Lanes, Volumes, Timings 2027 Background Traffic Volumes 360: Maitland Street & Horton Street PM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 72.5% 72.5% 72.5% 72.5% 27.5% 27.5% 27.5% 27.5% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Vehicle Extension (s) Recall Mode C-Max C-Max Max Max None None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS A A C C Approach Delay Approach LOS A A C C Cycle Length: 120 Actuated Cycle Length: 120 Offset: 85 (71%), Referenced to phase 2:EBTL, Start of Green Natural Cycle: 45 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.48 Intersection Signal Delay: 3.9 Intersection LOS: A Intersection Capacity Utilization 61.5% ICU Level of Service B Splits and Phases: 360: Maitland Street & Horton Street Page 26 Lanes, Volumes, Timings 2027 Background Traffic Volumes 361: Colborne Street & Horton Street PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 1% 1% 0% 0% 1% 0% 0% 1% 0% 1% 0% 1% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Left Thru Left Thru Right Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type pm+pt NA Perm NA Perm NA Perm NA Perm Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Page 27

280 Lanes, Volumes, Timings 2027 Background Traffic Volumes 361: Colborne Street & Horton Street PM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 21.7% 57.5% 35.8% 35.8% 42.5% 42.5% 42.5% 42.5% 42.5% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lag Vehicle Extension (s) Recall Mode None C-Max C-Max C-Max None None None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS C A C C D C E E C Approach Delay Approach LOS B C C D Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 70 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.77 Intersection Signal Delay: 27.4 Intersection LOS: C Intersection Capacity Utilization 75.7% ICU Level of Service D Splits and Phases: 361: Colborne Street & Horton Street Page 28 Lanes, Volumes, Timings 2027 Background Traffic Volumes 369: Wellington Street & Grey Street PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 0% 0% 0% 0% 4% 7% 11% 2% 0% 0% 2% 4% Adj. Flow (vph) % Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Right Left Thru Thru Right Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Perm NA Perm Perm NA NA Perm Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Page 29

281 Lanes, Volumes, Timings 2027 Background Traffic Volumes 369: Wellington Street & Grey Street PM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 30.8% 30.8% 30.8% 69.2% 69.2% 69.2% 69.2% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Vehicle Extension (s) Recall Mode None None None C-Max C-Max C-Max C-Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS E D C D B B A Approach Delay Approach LOS D B B Cycle Length: 120 Actuated Cycle Length: 120 Offset: 108 (90%), Referenced to phase 2:NBTL and 6:SBT, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.84 Intersection Signal Delay: 18.1 Intersection LOS: B Intersection Capacity Utilization 81.0% ICU Level of Service D Description: All-day Plan Splits and Phases: 369: Wellington Street & Grey Street Page 30 Lanes, Volumes, Timings 2027 Background Traffic Volumes 374: Adelaide Street & Hamilton Road PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 2% 2% 0% 1% 4% 0% 1% 1% 0% 1% 2% 4% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Perm NA pm+pt NA Perm NA pm+pt NA Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Page 31

282 Lanes, Volumes, Timings 2027 Background Traffic Volumes 374: Adelaide Street & Hamilton Road PM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 35.0% 35.0% 10.8% 45.8% 37.5% 37.5% 16.7% 54.2% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lag Lead Lag Lag Lead Vehicle Extension (s) Recall Mode C-Max C-Max None C-Max Max Max None Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS D D F C F F F C Approach Delay Approach LOS D D F D Cycle Length: 120 Actuated Cycle Length: 120 Offset: 109 (91%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green Natural Cycle: 100 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.25 Intersection Signal Delay: 60.0 Intersection LOS: E Intersection Capacity Utilization 97.4% ICU Level of Service F Splits and Phases: 374: Adelaide Street & Hamilton Road Page 32 HCM Unsignalized Intersection Capacity Analysis 2027 Future Traffic Volumes 21: Adelaide Street & Grey Street AM Peak Hour Movement EBL EBR NBL NBT SBT SBR Volume (veh/h) Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor Hourly flow rate (vph) Pedestrians 22 1 Lane Width (m) Walking Speed (m/s) Percent Blockage 0 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 58 px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # NB 1 NB 2 SB 1 SB 2 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS B Approach Delay (s) Approach LOS Average Delay 2.1 Intersection Capacity Utilization 104.5% ICU Level of Service York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 2

283 Lanes, Volumes, Timings 2027 Future Traffic Volumes 29: Colborne Street & Grey Street AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Turning Speed (k/h) Number of Detectors Detector Template Left Thru Right Left Thru Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(m) Detector 2 Size(m) Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) Turn Type Perm NA Perm Perm NA NA Protected Phases 2 4 York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 3 Lanes, Volumes, Timings 2027 Future Traffic Volumes 29: Colborne Street & Grey Street AM Peak Hour Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 50.5% 50.5% 50.5% 49.5% 49.5% 49.5% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Vehicle Extension (s) Recall Mode Max Max Max None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS A A B B A Approach Delay Approach LOS A B A Cycle Length: 46.9 Actuated Cycle Length: 41.8 Natural Cycle: 50 Control Type: Semi Act-Uncoord Maximum v/c Ratio: 0.54 Intersection Signal Delay: 11.4 Intersection LOS: B Intersection Capacity Utilization 46.7% ICU Level of Service A Splits and Phases: 29: Colborne Street & Grey York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 4

284 HCM Unsignalized Intersection Capacity Analysis 2027 Future Traffic Volumes 38: Maitland Street & Nelson Street AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (veh/h) Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Hourly flow rate (vph) Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS A A B B Approach Delay (s) Approach LOS B B Average Delay 3.3 Intersection Capacity Utilization 25.7% ICU Level of Service York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 6 Lanes, Volumes, Timings 2027 Future Traffic Volumes 41: Adelaide Street & Nelson Street AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Turning Speed (k/h) Number of Detectors Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(m) Detector 2 Size(m) Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 7

285 Lanes, Volumes, Timings 2027 Future Traffic Volumes 41: Adelaide Street & Nelson Street AM Peak Hour Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 32.5% 32.5% 32.5% 32.5% 67.5% 67.5% 67.5% 67.5% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Vehicle Extension (s) Recall Mode None None None None C-Max C-Max C-Max C-Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS C B D C A A Approach Delay Approach LOS B C A A Cycle Length: 80 Actuated Cycle Length: 80 Offset: 49 (61%), Referenced to phase 2:NBSB and 6:, Start of Green Natural Cycle: 75 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.68 Intersection Signal Delay: 9.6 Intersection LOS: A Intersection Capacity Utilization 93.3% ICU Level of Service F Splits and Phases: 41: Adelaide Street & Nelson York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 8 HCM Unsignalized Intersection Capacity Analysis 2027 Future Traffic Volumes 42: Colborne Street & South Street AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Sign Control Stop Stop Stop Stop Volume (vph) Hourly flow rate (vph) Direction, Lane # EB 1 NB 1 SB 1 Volume Total (vph) Volume Left (vph) Volume Right (vph) Hadj (s) Departure Headway (s) Degree Utilization, x Capacity (veh/h) Control Delay (s) Approach Delay (s) Approach LOS B A A Delay 10.9 Level of Service B Intersection Capacity Utilization 47.4% ICU Level of Service York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 10

286 HCM Unsignalized Intersection Capacity Analysis 2027 Future Traffic Volumes 43: Adelaide Street & South Street AM Peak Hour Movement EBL EBR NBL NBT SBT SBR Volume (veh/h) Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor Hourly flow rate (vph) Pedestrians 4 Lane Width (m) 3.6 Walking Speed (m/s) 1.2 Percent Blockage 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked 0.81 vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 NB 1 NB 2 SB 1 SB 2 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS F Approach Delay (s) Approach LOS F Average Delay 2.9 Intersection Capacity Utilization 51.0% ICU Level of Service York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 12 HCM Unsignalized Intersection Capacity Analysis 2027 Future Traffic Volumes 45: Maitland Street & South Street AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (veh/h) Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Hourly flow rate (vph) Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 NB 1 SB 1 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS A B B Approach Delay (s) Approach LOS B B Average Delay 4.0 Intersection Capacity Utilization 30.8% ICU Level of Service York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 14

287 HCM Unsignalized Intersection Capacity Analysis 2027 Future Traffic Volumes 52: Richmond Street & Grey Street AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (veh/h) Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Hourly flow rate (vph) Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 288 px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS E D A Approach Delay (s) Approach LOS E D Average Delay 4.3 Intersection Capacity Utilization 59.1% ICU Level of Service York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 16 HCM Unsignalized Intersection Capacity Analysis 2027 Future Traffic Volumes 64: Maitland Street & Grey Street AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Sign Control Stop Stop Stop Stop Volume (vph) Hourly flow rate (vph) Direction, Lane # WB 1 NB 1 SB 1 Volume Total (vph) Volume Left (vph) Volume Right (vph) Hadj (s) Departure Headway (s) Degree Utilization, x Capacity (veh/h) Control Delay (s) Approach Delay (s) Approach LOS A A A Delay 8.5 Level of Service A Intersection Capacity Utilization 31.4% ICU Level of Service York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 18

288 HCM Unsignalized Intersection Capacity Analysis 2027 Future Traffic Volumes 65: Wellington Street & South Street AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (veh/h) Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Hourly flow rate (vph) Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage 2 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 304 px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS B B F Approach Delay (s) Approach LOS B Average Delay 4.8 Intersection Capacity Utilization 92.9% ICU Level of Service York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 20 Lanes, Volumes, Timings 2027 Future Traffic Volumes 357: Richmond Street & Horton Street AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 5% 3% 15% 9% 5% 6% 3% 2% 5% 11% 3% 20% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Left Thru Right Left Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type pm+pt NA Perm NA Perm NA Perm Perm NA Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 21

289 Lanes, Volumes, Timings 2027 Future Traffic Volumes 357: Richmond Street & Horton Street AM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 28.0% 60.0% 32.0% 32.0% 40.0% 40.0% 40.0% 40.0% 40.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lag Vehicle Extension (s) Recall Mode None C-Max C-Max C-Max None None None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS F A D D C D A F C Approach Delay Approach LOS D D C E Cycle Length: 100 Actuated Cycle Length: 100 Offset: 77 (77%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.08 Intersection Signal Delay: 40.8 Intersection LOS: D Intersection Capacity Utilization 95.2% ICU Level of Service F Description: Running 1 Plan for all Periods? Splits and Phases: 357: Richmond Street & Horton York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 22 Lanes, Volumes, Timings 2027 Future Traffic Volumes 359: Wellington Street & Horton Street AM Peak Hour Volume (vph) Lane Width (m) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 1% 4% 1% 6% 6% 3% 5% 3% 15% 4% 3% 4% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Headway Factor Number of Detectors Detector Template Left Thru Left Thru Right Left Thru Right Left Thru Right Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type pm+pt NA pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases Permitted Phases Detector Phase Switch York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 23

290 Lanes, Volumes, Timings 2027 Future Traffic Volumes 359: Wellington Street & Horton Street AM Peak Hour Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 12.0% 42.0% 10.0% 40.0% 40.0% 10.8% 38.0% 38.0% 10.0% 37.2% 37.2% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Vehicle Extension (s) Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS F B E D B E F A C D B Approach Delay Approach LOS D D F D Cycle Length: 100 Actuated Cycle Length: 100 Offset: 50 (50%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 145 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.33 Intersection Signal Delay: 84.8 Intersection LOS: F Intersection Capacity Utilization 101.9% ICU Level of Service G Description: All-day Plan Splits and Phases: 359: Wellington Street & Horton York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 24 Lanes, Volumes, Timings 2027 Future Traffic Volumes 360: Maitland Street & Horton Street AM Peak Hour Volume (vph) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 1% 4% 17% 14% 6% 25% 0% 10% 17% 8% 8% 25% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 73.0% 73.0% 73.0% 73.0% 27.0% 27.0% 27.0% York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 25

291 Lanes, Volumes, Timings 2027 Future Traffic Volumes 360: Maitland Street & Horton Street AM Peak Hour Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Vehicle Extension (s) Recall Mode C-Max C-Max Max Max None None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS A A C B Approach Delay Approach LOS A A C B Cycle Length: 100 Actuated Cycle Length: 100 Offset: 16 (16%), Referenced to phase 2:EBTL, Start of Green Natural Cycle: 45 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.32 Intersection Signal Delay: 10.0 Intersection LOS: A Intersection Capacity Utilization 59.1% ICU Level of Service B Splits and Phases: 360: Maitland Street & Horton York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 26 Lanes, Volumes, Timings 2027 Future Traffic Volumes 361: Colborne Street & Horton Street AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 2% 2% 0% 0% 1% 1% 0% 0% 0% 1% 1% 4% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Left Thru Left Thru Right Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type pm+pt NA Perm NA Perm NA Perm NA Perm Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 27

292 Lanes, Volumes, Timings 2027 Future Traffic Volumes 361: Colborne Street & Horton Street AM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 31.0% 67.0% 36.0% 36.0% 33.0% 33.0% 33.0% 33.0% 33.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lag Vehicle Extension (s) Recall Mode None C-Max C-Max C-Max None None None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS C B B B D C D D A Approach Delay Approach LOS C B D C Cycle Length: 100 Actuated Cycle Length: 100 Offset: 9 (9%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 80 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.70 Intersection Signal Delay: 23.3 Intersection LOS: C Intersection Capacity Utilization 75.5% ICU Level of Service D Splits and Phases: 361: Colborne Street & Horton York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 28 Lanes, Volumes, Timings 2027 Future Traffic Volumes 369: Wellington Street & Grey Street AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 4% 3% 2% 2% 3% 5% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Turning Speed (k/h) Number of Detectors Detector Template Left Thru Right Left Thru Thru Right Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(m) 9.4 Detector 2 Size(m) 0.6 Detector 2 Type Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 Turn Type Perm NA Perm Perm NA NA York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 29

293 Lanes, Volumes, Timings 2027 Future Traffic Volumes 369: Wellington Street & Grey Street AM Peak Hour Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 37.0% 37.0% 37.0% 63.0% 63.0% 63.0% 63.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Vehicle Extension (s) Recall Mode None None None C-Max C-Max C-Max C-Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS D C C B B B A Approach Delay Approach LOS D B B Cycle Length: 100 Actuated Cycle Length: 100 Offset: 30 (30%), Referenced to phase 2:NBTL and 6:SBT, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.83 Intersection Signal Delay: 17.3 Intersection LOS: B Intersection Capacity Utilization 72.3% ICU Level of Service C Description: All-day Plan Splits and Phases: 369: Wellington Street & Grey York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 31 Lanes, Volumes, Timings 2027 Future Traffic Volumes 374: Adelaide Street & Hamilton Road AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (#/hr) 4 Heavy Vehicles (%) 3% 4% 8% 2% 3% 5% 1% 3% 8% 4% 5% 5% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Perm NA pm+pt NA Perm NA pm+pt NA Protected Phases Permitted Phases Detector Phase Switch York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 33

294 Lanes, Volumes, Timings 2027 Future Traffic Volumes 374: Adelaide Street & Hamilton Road AM Peak Hour Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 35.0% 35.0% 10.0% 45.0% 43.0% 43.0% 12.0% 55.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lag Lead Lag Lag Lead Vehicle Extension (s) Recall Mode C-Max C-Max None C-Max Max Max None Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS F C C D F E E B Approach Delay Approach LOS D D E C Cycle Length: 100 Actuated Cycle Length: 100 Offset: 52 (52%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green Natural Cycle: 100 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.05 Intersection Signal Delay: 41.3 Intersection LOS: D Intersection Capacity Utilization 98.2% ICU Level of Service F Splits and Phases: 374: Adelaide Street & Hamilton York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 34 HCM Unsignalized Intersection Capacity Analysis 2027 Future Traffic Volumes 41: Richmond Street & Grey Street PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (veh/h) Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Hourly flow rate (vph) Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 287 px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS F F A A Approach Delay (s) Approach LOS F F Average Delay 54.9 Intersection Capacity Utilization 63.1% ICU Level of Service B Page 2

295 HCM Unsignalized Intersection Capacity Analysis 2027 Future Traffic Volumes 43: Adelaide Street & Grey Street PM Peak Hour Movement EBL EBR NBL NBT SBT SBR Volume (veh/h) Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 52 px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # NB 1 NB 2 SB 1 SB 2 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS A Approach Delay (s) Approach LOS Average Delay 0.8 Intersection Capacity Utilization 96.0% ICU Level of Service F Page 4 HCM Unsignalized Intersection Capacity Analysis 2027 Future Traffic Volumes 45: Maitland Street & Grey Street PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Sign Control Stop Stop Stop Stop Volume (vph) Hourly flow rate (vph) Direction, Lane # WB 1 NB 1 SB 1 Volume Total (vph) Volume Left (vph) Volume Right (vph) Hadj (s) Departure Headway (s) Degree Utilization, x Capacity (veh/h) Control Delay (s) Approach Delay (s) Approach LOS A A A Delay 8.6 Level of Service A Intersection Capacity Utilization 37.1% ICU Level of Service A Page 6

296 Lanes, Volumes, Timings 2027 Future Traffic Volumes 52: Colborne Street & Grey Street PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Right Left Thru Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(m) Detector 2 Size(m) Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) Turn Type Perm NA Perm Perm NA NA Protected Phases Page 7 Lanes, Volumes, Timings 2027 Future Traffic Volumes 52: Colborne Street & Grey Street PM Peak Hour Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 50.5% 50.5% 50.5% 49.5% 49.5% 49.5% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Vehicle Extension (s) Recall Mode Max Max Max None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS B A C B B Approach Delay Approach LOS B B B Cycle Length: 46.9 Actuated Cycle Length: 42.3 Natural Cycle: 50 Control Type: Semi Act-Uncoord Maximum v/c Ratio: 0.77 Intersection Signal Delay: 15.3 Intersection LOS: B Intersection Capacity Utilization 63.1% ICU Level of Service B Splits and Phases: 52: Colborne Street & Grey Street Page 8

297 HCM Unsignalized Intersection Capacity Analysis 2027 Future Traffic Volumes 66: Adelaide Street & South Street PM Peak Hour Movement EBL EBR NBL NBT SBT SBR Volume (veh/h) Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor Hourly flow rate (vph) Pedestrians 7 Lane Width (m) 3.6 Walking Speed (m/s) 1.2 Percent Blockage 1 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 NB 1 NB 2 SB 1 SB 2 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS C Approach Delay (s) Approach LOS C Average Delay 0.6 Intersection Capacity Utilization 52.2% ICU Level of Service A Page 10 HCM Unsignalized Intersection Capacity Analysis 2027 Future Traffic Volumes 67: Maitland Street & South Street PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (veh/h) Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Hourly flow rate (vph) Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 NB 1 SB 1 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS A B B Approach Delay (s) Approach LOS B B Average Delay 4.4 Intersection Capacity Utilization 28.8% ICU Level of Service A Page 12

298 HCM Unsignalized Intersection Capacity Analysis 2027 Future Traffic Volumes 68: Wellington Street & South Street PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (veh/h) Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Hourly flow rate (vph) Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 279 px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS B F D Approach Delay (s) Approach LOS B Average Delay 1.0 Intersection Capacity Utilization 87.8% ICU Level of Service E Page 14 HCM Unsignalized Intersection Capacity Analysis 2027 Future Traffic Volumes 69: Colborne Street & South Street PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Sign Control Stop Stop Stop Stop Volume (vph) Hourly flow rate (vph) Direction, Lane # EB 1 NB 1 SB 1 Volume Total (vph) Volume Left (vph) Volume Right (vph) Hadj (s) Departure Headway (s) Degree Utilization, x Capacity (veh/h) Control Delay (s) Approach Delay (s) Approach LOS B A A Delay 9.7 Level of Service A Intersection Capacity Utilization 43.2% ICU Level of Service A Page 16

299 HCM Unsignalized Intersection Capacity Analysis 2027 Future Traffic Volumes 72: Maitland Street & Nelson Street PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (veh/h) Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Hourly flow rate (vph) Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS A A B B Approach Delay (s) Approach LOS B B Average Delay 2.8 Intersection Capacity Utilization 30.2% ICU Level of Service A Page 18 Lanes, Volumes, Timings 2027 Future Traffic Volumes 74: Adelaide Street & Nelson Street PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(m) Detector 2 Size(m) Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases Page 19

300 Lanes, Volumes, Timings 2027 Future Traffic Volumes 74: Adelaide Street & Nelson Street PM Peak Hour Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 32.5% 32.5% 32.5% 32.5% 67.5% 67.5% 67.5% 67.5% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Vehicle Extension (s) Recall Mode None None None None C-Max C-Max C-Max C-Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS C C D B B B Approach Delay Approach LOS C C B B Cycle Length: 80 Actuated Cycle Length: 80 Offset: 13 (16%), Referenced to phase 2:NBSB and 6:, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.84 Intersection Signal Delay: 15.5 Intersection LOS: B Intersection Capacity Utilization 114.5% ICU Level of Service H Splits and Phases: 74: Adelaide Street & Nelson Street Page 20 Lanes, Volumes, Timings 2027 Future Traffic Volumes 357: Richmond Street & Horton Street PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 9% 2% 9% 10% 1% 3% 5% 4% 4% 4% 2% 7% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Left Thru Right Left Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type pm+pt NA Perm NA pm+pt NA Perm Perm NA Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Page 21

301 Lanes, Volumes, Timings 2027 Future Traffic Volumes 357: Richmond Street & Horton Street PM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 12.5% 60.0% 47.5% 47.5% 6.7% 40.0% 40.0% 33.3% 33.3% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lag Lead Lag Lag Yes Yes Yes Yes Yes Vehicle Extension (s) Recall Mode None C-Max C-Max C-Max None None None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS F B C D F C A D C Approach Delay Approach LOS C D E C Cycle Length: 120 Actuated Cycle Length: 120 Offset: 56 (47%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 95 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.04 Intersection Signal Delay: 36.3 Intersection LOS: D Intersection Capacity Utilization 97.4% ICU Level of Service F Splits and Phases: 357: Richmond Street & Horton Street Page 22 Lanes, Volumes, Timings 2027 Future Traffic Volumes 359: Wellington Street & Horton Street PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 3% 3% 5% 2% 3% 4% 2% 2% 4% 3% 2% 1% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Right Left Thru Right Left Thru Right Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type pm+pt NA pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Page 23

302 Lanes, Volumes, Timings 2027 Future Traffic Volumes 359: Wellington Street & Horton Street PM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 9.2% 34.2% 10.8% 35.8% 35.8% 10.0% 45.0% 45.0% 10.0% 45.0% 45.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Vehicle Extension (s) Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS E D F D B F D A D E A Approach Delay Approach LOS D E F D Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 125 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.63 Intersection Signal Delay: 66.1 Intersection LOS: E Intersection Capacity Utilization 108.0% ICU Level of Service G Description: All-day Plan Splits and Phases: 359: Wellington Street & Horton Street Page 24 Lanes, Volumes, Timings 2027 Future Traffic Volumes 360: Maitland Street & Horton Street PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 0% 3% 7% 6% 3% 10% 0% 25% 0% 7% 8% 1% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Page 25

303 Lanes, Volumes, Timings 2027 Future Traffic Volumes 360: Maitland Street & Horton Street PM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 72.5% 72.5% 72.5% 72.5% 27.5% 27.5% 27.5% 27.5% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Vehicle Extension (s) Recall Mode C-Max C-Max Max Max None None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS A A C C Approach Delay Approach LOS A A C C Cycle Length: 120 Actuated Cycle Length: 120 Offset: 85 (71%), Referenced to phase 2:EBTL, Start of Green Natural Cycle: 50 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.49 Intersection Signal Delay: 4.4 Intersection LOS: A Intersection Capacity Utilization 61.9% ICU Level of Service B Splits and Phases: 360: Maitland Street & Horton Street Page 26 Lanes, Volumes, Timings 2027 Future Traffic Volumes 361: Colborne Street & Horton Street PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 1% 1% 0% 0% 1% 0% 0% 1% 0% 1% 0% 1% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Left Thru Left Thru Right Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type pm+pt NA Perm NA Perm NA Perm NA Perm Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Page 27

304 Lanes, Volumes, Timings 2027 Future Traffic Volumes 361: Colborne Street & Horton Street PM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 21.7% 57.5% 35.8% 35.8% 42.5% 42.5% 42.5% 42.5% 42.5% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lag Vehicle Extension (s) Recall Mode None C-Max C-Max C-Max None None None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS C A C C E C E D C Approach Delay Approach LOS B C D D Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 75 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.82 Intersection Signal Delay: 28.2 Intersection LOS: C Intersection Capacity Utilization 77.3% ICU Level of Service D Splits and Phases: 361: Colborne Street & Horton Street Page 28 Lanes, Volumes, Timings 2027 Future Traffic Volumes 369: Wellington Street & Grey Street PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 0% 0% 0% 0% 4% 7% 11% 2% 0% 0% 2% 4% Adj. Flow (vph) % Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Right Left Thru Thru Right Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Perm NA Perm Perm NA NA Perm Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Page 29

305 Lanes, Volumes, Timings 2027 Future Traffic Volumes 369: Wellington Street & Grey Street PM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 30.8% 30.8% 30.8% 69.2% 69.2% 69.2% 69.2% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Vehicle Extension (s) Recall Mode None None None C-Max C-Max C-Max C-Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS E D C D B B A Approach Delay Approach LOS D B B Cycle Length: 120 Actuated Cycle Length: 120 Offset: 108 (90%), Referenced to phase 2:NBTL and 6:SBT, Start of Green Natural Cycle: 100 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.88 Intersection Signal Delay: 21.1 Intersection LOS: C Intersection Capacity Utilization 84.4% ICU Level of Service E Description: All-day Plan Splits and Phases: 369: Wellington Street & Grey Street Page 30 Lanes, Volumes, Timings 2027 Future Traffic Volumes 374: Adelaide Street & Hamilton Road PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 2% 2% 0% 1% 4% 0% 1% 1% 0% 1% 2% 4% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Perm NA pm+pt NA Perm NA pm+pt NA Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Page 31

306 Lanes, Volumes, Timings 2027 Future Traffic Volumes 374: Adelaide Street & Hamilton Road PM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 35.0% 35.0% 10.8% 45.8% 37.5% 37.5% 16.7% 54.2% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lag Lead Lag Lag Lead Vehicle Extension (s) Recall Mode C-Max C-Max None C-Max Max Max None Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS D D F C F F F C Approach Delay Approach LOS D D F D Cycle Length: 120 Actuated Cycle Length: 120 Offset: 109 (91%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green Natural Cycle: 110 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.25 Intersection Signal Delay: 60.7 Intersection LOS: E Intersection Capacity Utilization 98.3% ICU Level of Service F Splits and Phases: 374: Adelaide Street & Hamilton Road Page 32 Lanes, Volumes, Timings 2027 Future Traffic Volumes, Two-Way 29: Colborne Street & Grey Street AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Turning Speed (k/h) Number of Detectors Detector Template Left Thru Left Thru Right Left Thru Right Left Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(m) Detector 2 Size(m) Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) Turn Type Perm NA Perm NA Perm Perm NA Perm Perm NA Protected Phases York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 2

307 Lanes, Volumes, Timings 2027 Future Traffic Volumes, Two-Way 29: Colborne Street & Grey Street AM Peak Hour Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 50.5% 50.5% 50.5% 50.5% 50.5% 49.5% 49.5% 49.5% 49.5% 49.5% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Vehicle Extension (s) Recall Mode Max Max Max Max Max None None None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS A A A B B B Approach Delay Approach LOS A A B B Cycle Length: 46.9 Actuated Cycle Length: 41.9 Natural Cycle: 50 Control Type: Semi Act-Uncoord Maximum v/c Ratio: 0.54 Intersection Signal Delay: 11.6 Intersection LOS: B Intersection Capacity Utilization 51.7% ICU Level of Service A Splits and Phases: 29: Colborne Street & Grey York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 3 Lanes, Volumes, Timings 2027 Future Traffic Volumes, Two-Way 41: Adelaide Street & Nelson Street AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Turning Speed (k/h) Number of Detectors Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(m) Detector 2 Size(m) Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 5

308 Lanes, Volumes, Timings 2027 Future Traffic Volumes, Two-Way 41: Adelaide Street & Nelson Street AM Peak Hour Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 32.5% 32.5% 32.5% 32.5% 67.5% 67.5% 67.5% 67.5% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Vehicle Extension (s) Recall Mode None None None None C-Max C-Max C-Max C-Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS C B D C A A Approach Delay Approach LOS B C A A Cycle Length: 80 Actuated Cycle Length: 80 Offset: 49 (61%), Referenced to phase 2:NBSB and 6:, Start of Green Natural Cycle: 70 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.67 Intersection Signal Delay: 9.6 Intersection LOS: A Intersection Capacity Utilization 93.3% ICU Level of Service F Splits and Phases: 41: Adelaide Street & Nelson York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 6 Lanes, Volumes, Timings 2027 Future Traffic Volumes, Two-Way 43: Adelaide Street & South Street AM Peak Hour Lane Group EBL EBR NBL NBT SBT SBR Volume (vph) Ideal Flow (vphpl) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) 4 4 Peak Hour Factor Adj. Flow (vph) Lane Group Flow (vph) Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(m) Link Offset(m) Crosswalk Width(m) Headway Factor Turning Speed (k/h) Sign Control Stop Free Free Control Type: Unsignalized Intersection Capacity Utilization 51.3% ICU Level of Service York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 8

309 Lanes, Volumes, Timings 2027 Future Traffic Volumes, Two-Way 52: Richmond Street & Grey Street AM Peak Hour Volume (vph) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Turning Speed (k/h) Sign Control Stop Stop Free Free Control Type: Unsignalized Intersection Capacity Utilization 55.7% ICU Level of Service York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 10 Lanes, Volumes, Timings 2027 Future Traffic Volumes, Two-Way 65: Wellington Street & South Street AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Turning Speed (k/h) Sign Control Stop Stop Free Free Control Type: Unsignalized Intersection Capacity Utilization 81.6% ICU Level of Service York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 12

310 Lanes, Volumes, Timings 2027 Future Traffic Volumes, Two-Way 357: Richmond Street & Horton Street AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 5% 3% 15% 9% 5% 6% 3% 2% 5% 11% 3% 20% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Left Thru Right Left Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type pm+pt NA Perm NA Perm NA Perm Perm NA Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 13 Lanes, Volumes, Timings 2027 Future Traffic Volumes, Two-Way 357: Richmond Street & Horton Street AM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 28.0% 60.0% 32.0% 32.0% 40.0% 40.0% 40.0% 40.0% 40.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lag Vehicle Extension (s) Recall Mode None C-Max C-Max C-Max None None None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS F A D D C D A F C Approach Delay Approach LOS C D D E Cycle Length: 100 Actuated Cycle Length: 100 Offset: 77 (77%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.05 Intersection Signal Delay: 39.3 Intersection LOS: D Intersection Capacity Utilization 95.2% ICU Level of Service F Description: Running 1 Plan for all Periods? Splits and Phases: 357: Richmond Street & Horton York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 14

311 Lanes, Volumes, Timings 2027 Future Traffic Volumes, Two-Way 359: Wellington Street & Horton Street AM Peak Hour Volume (vph) Lane Width (m) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 1% 4% 1% 6% 6% 3% 5% 3% 15% 4% 3% 4% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Headway Factor Number of Detectors Detector Template Left Thru Left Thru Right Left Thru Right Left Thru Right Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type pm+pt NA pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases Permitted Phases Detector Phase Switch York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 15 Lanes, Volumes, Timings 2027 Future Traffic Volumes, Two-Way 359: Wellington Street & Horton Street AM Peak Hour Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 12.0% 42.0% 10.0% 40.0% 40.0% 10.8% 38.0% 38.0% 10.0% 37.2% 37.2% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Vehicle Extension (s) Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS F B E D B E F A C D B Approach Delay Approach LOS D D F D Cycle Length: 100 Actuated Cycle Length: 100 Offset: 50 (50%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 145 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.33 Intersection Signal Delay: 83.6 Intersection LOS: F Intersection Capacity Utilization 101.9% ICU Level of Service G Description: All-day Plan Splits and Phases: 359: Wellington Street & Horton York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 16

312 Lanes, Volumes, Timings 2027 Future Traffic Volumes, Two-Way 360: Maitland Street & Horton Street AM Peak Hour Volume (vph) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 1% 4% 17% 14% 6% 25% 0% 10% 17% 8% 8% 25% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 73.0% 73.0% 73.0% 73.0% 27.0% 27.0% 27.0% York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 17 Lanes, Volumes, Timings 2027 Future Traffic Volumes, Two-Way 360: Maitland Street & Horton Street AM Peak Hour Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Vehicle Extension (s) Recall Mode C-Max C-Max Max Max None None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS A A C B Approach Delay Approach LOS A A C B Cycle Length: 100 Actuated Cycle Length: 100 Offset: 16 (16%), Referenced to phase 2:EBTL, Start of Green Natural Cycle: 45 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.32 Intersection Signal Delay: 10.0 Intersection LOS: A Intersection Capacity Utilization 59.1% ICU Level of Service B Splits and Phases: 360: Maitland Street & Horton York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 18

313 Lanes, Volumes, Timings 2027 Future Traffic Volumes, Two-Way 361: Colborne Street & Horton Street AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 2% 2% 0% 0% 1% 1% 0% 0% 0% 1% 1% 4% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Left Thru Left Thru Right Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type pm+pt NA Perm NA Perm NA Perm NA Perm Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 19 Lanes, Volumes, Timings 2027 Future Traffic Volumes, Two-Way 361: Colborne Street & Horton Street AM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 31.0% 67.0% 36.0% 36.0% 33.0% 33.0% 33.0% 33.0% 33.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lag Vehicle Extension (s) Recall Mode None C-Max C-Max C-Max None None None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS C B B B D C D D A Approach Delay Approach LOS C B D C Cycle Length: 100 Actuated Cycle Length: 100 Offset: 9 (9%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 80 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.70 Intersection Signal Delay: 23.3 Intersection LOS: C Intersection Capacity Utilization 75.5% ICU Level of Service D Splits and Phases: 361: Colborne Street & Horton York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 20

314 Lanes, Volumes, Timings 2027 Future Traffic Volumes, Two-Way 369: Wellington Street & Grey Street AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 4% 3% 2% 2% 3% 5% Adj. Flow (vph) % Lane Group Flow (vph) Median Width(m) Turning Speed (k/h) Number of Detectors Detector Template Left Thru Left Thru Left Thru Left Thru Right Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(m) Detector 2 Size(m) Detector 2 Type Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) Turn Type Perm NA Perm NA Perm NA pm+pt NA York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 21 Lanes, Volumes, Timings 2027 Future Traffic Volumes, Two-Way 369: Wellington Street & Grey Street AM Peak Hour Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 37.0% 37.0% 37.0% 37.0% 55.0% 55.0% 8.0% 63.0% 63.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lag Lead Yes Yes Vehicle Extension (s) Recall Mode None None None None C-Max C-Max None C-Max C-Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS C D D B C C B A Approach Delay Approach LOS C D C B Cycle Length: 100 Actuated Cycle Length: 100 Offset: 30 (30%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 110 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.96 Intersection Signal Delay: 28.1 Intersection LOS: C Intersection Capacity Utilization 81.5% ICU Level of Service D Description: All-day Plan Splits and Phases: 369: Wellington Street & Grey York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 22

315 Lanes, Volumes, Timings 2027 Future Traffic Volumes, Two-Way 374: Adelaide Street & Hamilton Road AM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (#/hr) 4 Heavy Vehicles (%) 3% 4% 8% 2% 3% 5% 1% 3% 8% 4% 5% 5% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Perm NA pm+pt NA Perm NA pm+pt NA Protected Phases Permitted Phases Detector Phase Switch York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 23 Lanes, Volumes, Timings 2027 Future Traffic Volumes, Two-Way 374: Adelaide Street & Hamilton Road AM Peak Hour Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 35.0% 35.0% 10.0% 45.0% 43.0% 43.0% 12.0% 55.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lag Lead Lag Lag Lead Vehicle Extension (s) Recall Mode C-Max C-Max None C-Max Max Max None Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS F C C D F E E B Approach Delay Approach LOS D D E C Cycle Length: 100 Actuated Cycle Length: 100 Offset: 52 (52%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green Natural Cycle: 100 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.05 Intersection Signal Delay: 41.3 Intersection LOS: D Intersection Capacity Utilization 98.2% ICU Level of Service F Splits and Phases: 374: Adelaide Street & Hamilton York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 24

316 HCM Unsignalized Intersection Capacity Analysis 2027 Total Future Traffic Volumes, Two-way 41: Richmond Street & Grey Street /Grey Street PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (veh/h) Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Hourly flow rate (vph) Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 287 px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS F F A A Approach Delay (s) Approach LOS F F Average Delay 74.8 Intersection Capacity Utilization 83.4% ICU Level of Service E Page 2 HCM Unsignalized Intersection Capacity Analysis 2027 Total Future Traffic Volumes, Two-way 43: Adelaide Street & Grey Street PM Peak Hour Movement EBL EBR NBL NBT SBT SBR Volume (veh/h) Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 52 px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 NB 1 NB 2 SB 1 SB 2 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS B A Approach Delay (s) Approach LOS B Average Delay 0.8 Intersection Capacity Utilization 96.0% ICU Level of Service F Page 4

317 HCM Unsignalized Intersection Capacity Analysis 2027 Total Future Traffic Volumes, Two-way 45: Maitland Street & Grey Street PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Sign Control Stop Stop Stop Stop Volume (vph) Hourly flow rate (vph) Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total (vph) Volume Left (vph) Volume Right (vph) Hadj (s) Departure Headway (s) Degree Utilization, x Capacity (veh/h) Control Delay (s) Approach Delay (s) Approach LOS A A A A Delay 7.9 Level of Service A Intersection Capacity Utilization 30.7% ICU Level of Service A Page 6 Lanes, Volumes, Timings 2027 Total Future Traffic Volumes, Two-way 52: Colborne Street & Grey Street PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Right Left Thru Left Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(m) Detector 2 Size(m) Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) Turn Type Perm NA Perm NA Perm Perm NA Perm NA Protected Phases Page 7

318 Lanes, Volumes, Timings 2027 Total Future Traffic Volumes, Two-way 52: Colborne Street & Grey Street PM Peak Hour Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 50.5% 50.5% 50.5% 50.5% 50.5% 49.5% 49.5% 49.5% 49.5% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Vehicle Extension (s) Recall Mode Max Max Max Max Max None None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS A A A C B B Approach Delay Approach LOS A A B B Cycle Length: 46.9 Actuated Cycle Length: 43.1 Natural Cycle: 50 Control Type: Semi Act-Uncoord Maximum v/c Ratio: 0.76 Intersection Signal Delay: 15.5 Intersection LOS: B Intersection Capacity Utilization 75.2% ICU Level of Service D Splits and Phases: 52: Colborne Street & Grey Street Page 8 HCM Unsignalized Intersection Capacity Analysis 2027 Total Future Traffic Volumes, Two-way 66: Adelaide Street & South Street PM Peak Hour Movement EBL EBR NBL NBT SBT SBR Volume (veh/h) Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor Hourly flow rate (vph) Pedestrians 7 Lane Width (m) 3.6 Walking Speed (m/s) 1.2 Percent Blockage 1 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 NB 1 NB 2 SB 1 SB 2 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS C A Approach Delay (s) Approach LOS C Average Delay 0.5 Intersection Capacity Utilization 53.2% ICU Level of Service A Page 10

319 HCM Unsignalized Intersection Capacity Analysis 2027 Total Future Traffic Volumes, Two-way 67: Maitland Street & South Street PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (veh/h) Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Hourly flow rate (vph) Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS A B B Approach Delay (s) Approach LOS B B Average Delay 3.2 Intersection Capacity Utilization 25.2% ICU Level of Service A Page 12 HCM Unsignalized Intersection Capacity Analysis 2027 Total Future Traffic Volumes, Two-way 68: Wellington Street & South Street PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (veh/h) Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Hourly flow rate (vph) Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 279 px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 WB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS B D F D Approach Delay (s) Approach LOS B D Average Delay 1.0 Intersection Capacity Utilization 81.4% ICU Level of Service D Page 14

320 HCM Unsignalized Intersection Capacity Analysis 2027 Total Future Traffic Volumes, Two-way 69: Colborne Street & South Street PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Sign Control Stop Stop Stop Stop Volume (vph) Hourly flow rate (vph) Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total (vph) Volume Left (vph) Volume Right (vph) Hadj (s) Departure Headway (s) Degree Utilization, x Capacity (veh/h) Control Delay (s) Approach Delay (s) Approach LOS B A A A Delay 9.8 Level of Service A Intersection Capacity Utilization 48.4% ICU Level of Service A Page 16 HCM Unsignalized Intersection Capacity Analysis 2027 Total Future Traffic Volumes, Two-way 72: Maitland Street & Nelson Street PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (veh/h) Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Hourly flow rate (vph) Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS A A B B Approach Delay (s) Approach LOS B B Average Delay 2.8 Intersection Capacity Utilization 30.1% ICU Level of Service A Page 18

321 Lanes, Volumes, Timings 2027 Total Future Traffic Volumes, Two-way 74: Adelaide Street & Nelson Street PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(m) Detector 2 Size(m) Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases Page 19 Lanes, Volumes, Timings 2027 Total Future Traffic Volumes, Two-way 74: Adelaide Street & Nelson Street PM Peak Hour Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 32.5% 32.5% 32.5% 32.5% 67.5% 67.5% 67.5% 67.5% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Vehicle Extension (s) Recall Mode None None None None C-Max C-Max C-Max C-Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS C C D B B B Approach Delay Approach LOS C C B B Cycle Length: 80 Actuated Cycle Length: 80 Offset: 13 (16%), Referenced to phase 2:NBSB and 6:, Start of Green Natural Cycle: 80 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.81 Intersection Signal Delay: 15.0 Intersection LOS: B Intersection Capacity Utilization 114.3% ICU Level of Service H Splits and Phases: 74: Adelaide Street & Nelson Street Page 20

322 Lanes, Volumes, Timings 2027 Total Future Traffic Volumes, Two-way 357: Richmond Street & Horton Street PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 9% 2% 9% 10% 1% 3% 5% 4% 4% 4% 2% 7% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Left Thru Right Left Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type pm+pt NA Perm NA pm+pt NA Perm Perm NA Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Page 21 Lanes, Volumes, Timings 2027 Total Future Traffic Volumes, Two-way 357: Richmond Street & Horton Street PM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 12.5% 60.0% 47.5% 47.5% 6.7% 40.0% 40.0% 33.3% 33.3% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lag Lead Lag Lag Yes Yes Yes Yes Yes Vehicle Extension (s) Recall Mode None C-Max C-Max C-Max None None None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS E B C D F C A D C Approach Delay Approach LOS C D E C Cycle Length: 120 Actuated Cycle Length: 120 Offset: 56 (47%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 95 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.13 Intersection Signal Delay: 37.4 Intersection LOS: D Intersection Capacity Utilization 95.6% ICU Level of Service F Splits and Phases: 357: Richmond Street & Horton Street Page 22

323 Lanes, Volumes, Timings 2027 Total Future Traffic Volumes, Two-way 359: Wellington Street & Horton Street PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 3% 3% 5% 2% 3% 4% 2% 2% 4% 3% 2% 1% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Right Left Thru Right Left Thru Right Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type pm+pt NA pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Page 23 Lanes, Volumes, Timings 2027 Total Future Traffic Volumes, Two-way 359: Wellington Street & Horton Street PM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 9.2% 34.2% 10.8% 35.8% 35.8% 10.0% 45.0% 45.0% 10.0% 45.0% 45.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Vehicle Extension (s) Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS E D F D B F D A D E A Approach Delay Approach LOS D E F D Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 125 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.62 Intersection Signal Delay: 64.7 Intersection LOS: E Intersection Capacity Utilization 107.7% ICU Level of Service G Description: All-day Plan Splits and Phases: 359: Wellington Street & Horton Street Page 24

324 Lanes, Volumes, Timings 2027 Total Future Traffic Volumes, Two-way 360: Maitland Street & Horton Street PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 0% 3% 7% 6% 3% 10% 0% 25% 0% 7% 8% 1% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Page 25 Lanes, Volumes, Timings 2027 Total Future Traffic Volumes, Two-way 360: Maitland Street & Horton Street PM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 72.5% 72.5% 72.5% 72.5% 27.5% 27.5% 27.5% 27.5% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Vehicle Extension (s) Recall Mode C-Max C-Max Max Max None None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS A A C C Approach Delay Approach LOS A A C C Cycle Length: 120 Actuated Cycle Length: 120 Offset: 85 (71%), Referenced to phase 2:EBTL, Start of Green Natural Cycle: 50 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.49 Intersection Signal Delay: 4.4 Intersection LOS: A Intersection Capacity Utilization 61.9% ICU Level of Service B Splits and Phases: 360: Maitland Street & Horton Street Page 26

325 Lanes, Volumes, Timings 2027 Total Future Traffic Volumes, Two-way 361: Colborne Street & Horton Street PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 1% 1% 0% 0% 1% 0% 0% 1% 0% 1% 0% 1% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Left Thru Left Thru Right Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type pm+pt NA Perm NA Perm NA Perm NA Perm Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Page 27 Lanes, Volumes, Timings 2027 Total Future Traffic Volumes, Two-way 361: Colborne Street & Horton Street PM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 21.7% 57.5% 35.8% 35.8% 42.5% 42.5% 42.5% 42.5% 42.5% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lag Vehicle Extension (s) Recall Mode None C-Max C-Max C-Max None None None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS C A C C E C E D C Approach Delay Approach LOS B C D D Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 75 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.82 Intersection Signal Delay: 28.5 Intersection LOS: C Intersection Capacity Utilization 77.3% ICU Level of Service D Splits and Phases: 361: Colborne Street & Horton Street Page 28

326 Lanes, Volumes, Timings 2027 Total Future Traffic Volumes, Two-way 369: Wellington Street & Grey Street PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 0% 0% 0% 0% 4% 7% 11% 2% 0% 0% 2% 4% Adj. Flow (vph) % Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Left Thru Left Thru Right Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Perm NA Perm NA Perm NA Perm NA Perm Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Page 29 Lanes, Volumes, Timings 2027 Total Future Traffic Volumes, Two-way 369: Wellington Street & Grey Street PM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 31.7% 31.7% 31.7% 31.7% 68.3% 68.3% 68.3% 68.3% 68.3% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Vehicle Extension (s) Recall Mode None None None None C-Max C-Max C-Max C-Max C-Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS C F E D B B B A Approach Delay Approach LOS C E B B Cycle Length: 120 Actuated Cycle Length: 120 Offset: 108 (90%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 100 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.96 Intersection Signal Delay: 26.2 Intersection LOS: C Intersection Capacity Utilization 86.1% ICU Level of Service E Description: All-day Plan Splits and Phases: 369: Wellington Street & Grey Street Page 30

327 Lanes, Volumes, Timings 2027 Total Future Traffic Volumes, Two-way 374: Adelaide Street & Hamilton Road PM Peak Hour Volume (vph) Storage Length (m) Storage Lanes Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Heavy Vehicles (%) 2% 2% 0% 1% 4% 0% 1% 1% 0% 1% 2% 4% Adj. Flow (vph) Lane Group Flow (vph) Median Width(m) Number of Detectors Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) Trailing Detector (m) Detector 1 Position(m) Detector 1 Size(m) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Perm NA pm+pt NA Perm NA pm+pt NA Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Page 31 Lanes, Volumes, Timings 2027 Total Future Traffic Volumes, Two-way 374: Adelaide Street & Hamilton Road PM Peak Hour Minimum Split (s) Total Split (s) Total Split (%) 35.0% 35.0% 10.8% 45.8% 37.5% 37.5% 16.7% 54.2% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lag Lead Lag Lag Lead Vehicle Extension (s) Recall Mode C-Max C-Max None C-Max Max Max None Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS D D F C F F F C Approach Delay Approach LOS D D F D Cycle Length: 120 Actuated Cycle Length: 120 Offset: 109 (91%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green Natural Cycle: 110 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.25 Intersection Signal Delay: 60.7 Intersection LOS: E Intersection Capacity Utilization 98.3% ICU Level of Service F Splits and Phases: 374: Adelaide Street & Hamilton Road Page 32

328 South Street Campus Lands Development City of London TRANSPORTATION IMPACT ASSESSMENT APPENDIX D Conceptual Plan, Two-Way Street Conversion

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