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

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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South Street Campus Lands Development City of London TRANSPORTATION IMPACT ASSESSMENT TABLE OF CONTENTS 1.0 Introduction... 6 1.1 Background... 6 1.2 Background Documents... 7 1.3 South of Horton Street Community Improvement Plan... 7 1.4 Proposed Development... 8 1.5 Study Area... 9 2.0 Existing Conditions... 15 2.1 Existing Traffic Volumes... 15 2.2 Downtown Traffic Signal Coordination Network... 16 2.3 Existing Traffic Operations... 16 2.4 Potential Operational Improvements... 19 2.5 Existing Transit Facilities... 20 2.6 Existing Cycling Facilities... 23 2.7 Existing Pedestrian Facilities... 23 3.0 Future Growth and Site Traffic... 24 3.1 Background Traffic... 24 3.2 Future Background Traffic Volumes... 24 3.3 Site Traffic... 29 3.4 Modal Split... 31 3.5 Vehicle Trip Distribution... 31 3.1 Vehicle Trip Assignment... 31 3.2 Projected Site Traffic Volumes... 31 4.0 Future Transportation Network... 37 4.1 Future Roadway Network... 37 4.2 Future Transit Facilities... 37 4.3 Future Cycling Network... 38 4.4 Future Pedestrian Facilities... 39 4.5 Total Future Traffic Volumes... 39 5.0 Future Traffic Operations... 45 5.1 2017 Horizon (Phase 1)... 45 5.2 2022 Horizon (Full Build-Out)... 49 5.3 2027 Horizon (5 Years Beyond Full Build-Out)... 53 5.1 Summary of Future Operations... 54 6.0 Conversion of South Street and Grey Street... 57 6.1 Overview... 57 6.2 Reassignment of Vehicle Trips... 57 6.3 Revised Total Future Traffic Operations... 58 6.4 Preferred Configuration... 58 6.5 Conceptual Plan and Infrastructure Requirements... 58 6.6 Queuing Analysis, Wellington Street at Grey Street and South Street.. 65 7.0 Conclusions... 66 8.0 Recommendations... 67

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 10 2017 Background Traffic Operations Table 11 2017 Total Future Traffic Operations Table 12 2022 Background Traffic Operations Table 13 2022 Total Future Traffic Operations Table 14 2027 Background Traffic Operations Table 15 2027 Total Future Traffic Operations Table 16 2027 Total Future Traffic Operations, Two-Way Conversion Table 17 Southbound Left Turn Queues, Grey Street and South Street

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

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

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 2005. This assessment was completed in accordance with the City of London Transportation Impact Assessment Guidelines, released in May 2011. 1.3 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 2010. 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

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 2022. 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 1 2 3 4 5 6 Total Commercial (sq.m.) 3,500 - - - - - 3,500 Live/Work (units) 130 - - 75 - - 205 Residential (units) 400 400 30 225 20 250 1,325 Parking (spaces) 460 300 30 250 20 200 1,260 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

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. 1.5.1 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

South Street Campus Lands Development City of London TRANSPORTATION IMPACT ASSESSMENT 1.5.2 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

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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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 3.. 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

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 26.5 0.61 C 32.7 0.60 EB Left F 127.0 1.05 73 Dufferin Street at Wellington Street B 11.6 0.55 C 25.4 0.66 Dufferin Street at Colborne Street A 9.7 0.41 C 20.7 0.47 Dundas Street at Richmond Street B 11.2 0.44 C 22.1 0.37 Dundas Street at Wellington Street C 30.3 0.58 C 23.5 0.67 SBL D 46.0 0.71 #58 Dundas Street at Colborne Street B 13.8 0.52 C 24.4 0.56 Dundas Street at Maitland Street A 6.7 0.32 A 5.1 0.33 Dundas Street at Adelaide Street B 18.4 0.55 C 31.9 0.62 York Street at Richmond Street B 18.6 0.60 B 19.6 0.54 NBT C 29.9 0.93 125 EBL F 135.0 0.95 49 York Street at Wellington Street C 34.0 0.95 D 50.3 0.90 NBL E 56.0 0.81 #74 SBT F 82.6 0.90 188 York Street at Colborne Street C 21.0 0.66 C 23.3 0.64 York Street at Maitland Street A 4.6 0.36 A 3.9 0.38 Horton Street at Richmond Street C 21.8 0.76 C 24.7 0.68 NB Left F 124.0 0.98 #51 Horton Street at Wellington Street C 29.7 0.90 EBL E 55.6 0.94 #47 NB Left E 76.0 0.87 #88 C 34.9 0.86 NB Thru C 33.9 0.92 215 Horton Street at Colborne Street B 19.4 0.54 C 25.3 0.51 Horton Street at Maitland Street A 6.8 0.24 A 3.5 0.28 Hamilton Street at Adelaide Street C 25.3 0.82 SB Left D 51.4 0.82 #48.5 D 37.0 0.92 SB Left F 125.0 1.12 #104 Grey Street at Wellington Street A 9.6 0.60 B 12.5 0.66 Grey Street at Colborne Street A 9.7 0.22 A 9.5 0.27 Nelson Street at Adelaide Street A 7.4 0.49 A 8.4 0.49 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 18.6 1 WB E 36.7 36 Grey Street at Maitland Street WB Through A 8.2 WB Through A 8.3 Grey Street at Adelaide Street NB Left A 3.3 6 NB Left A 1.3 2 South Street at Wellington Street SB Left D 30.5 17 NB Left C 21.6 2 South Street at Colborne Street EB Through A 9.0 9 EB Through A 8.2 South Street at Maitland Street SB Through A 9.9 SB Through A 9.6 1 South Street at Adelaide Street EB Left/Right D 29.0 11 EB Left/Right C 15.8 5 Nelson Street at Maitland Street SB Through A 10.0 1 SB Through B 10.8 1 # = Over Capacity

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

South Street Campus Lands Development City of London TRANSPORTATION IMPACT ASSESSMENT 2.5 Existing Transit Facilities 2.5.1 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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South Street Campus Lands Development City of London TRANSPORTATION IMPACT ASSESSMENT 2.5.2 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

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). 3.1.1 Future Developments Following discussion with City of London staff, it was determined that no developments within the study area require inclusion in this assessment. 3.1.2 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

South Street Campus Lands Development City of London TRANSPORTATION IMPACT ASSESSMENT 3.3 Site Traffic 3.3.1 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 2022. 3.3.2 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 820 230 222 Table 6 Trip Generation Description Size Units Rate Total IN OUT Retail Live/Work Residential 31.674 130 400 KSF Units Units 2.31 0.49 0.30 87 64 120 53 11 30 Subtotal Parcel 1: 271 94 177 2 222 Residential 400 Units 0.30 120 30 90 3 222 Residential 30 Units 0.30 9 2 7 4 230 222 Live/Work Residential 75 225 Units Units 0.55 0.30 41 68 5 17 36 51 Subtotal Parcel 4: 109 22 87 5 222 Residential 20 Units 0.30 6 2 4 6 222 Residential 250 Units 0.30 76 19 57 Total: 591 169 422 1 820 230 222 Retail Live/Work Residential 31.674 130 400 KSF Units Units 8.79 0.58 0.35 331 75 140 162 50 85 Subtotal Parcel 1: 546 297 249 2 222 Residential 400 Units 0.35 140 85 55 3 222 Residential 30 Units 0.73 22 13 9 4 230 222 Live/Work Residential 75 225 Units Units 0.63 0.37 47 84 6 51 41 33 Subtotal Parcel 4: 131 57 74 5 222 Residential 20 Units 0.95 19 12 7 6 222 Residential 250 Units 0.37 92 56 36 Total: 950 520 430 34 53 90 169 25 55 29

South Street Campus Lands Development City of London TRANSPORTATION IMPACT ASSESSMENT 3.3.3 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 2012. Peak Hour AM PM Land Use Code 720 720 620 820 230 252 222 720 720 620 820 230 252 222 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 46 138 155 14.167 35 195 173 46 138 155 14.167 35 195 173 Employees Employees Beds KSF Units Units Units Employees Employees Beds KSF Units Units Units 0.53 0.53 0.17 1.00 0.44 0.13 0.30 24 73 26 14 15 25 52 19 58 18 9 2 9 13 5 15 8 5 13 16 39 Total: 229 128 101 1.06 1.06 0.22 3.73 0.52 0.16 0.35 49 146 34 53 18 31 61 17 49 11 26 12 19 37 32 97 23 27 6 12 24 Total: 392 171 221 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

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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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

South Street Campus Lands Development City of London TRANSPORTATION IMPACT ASSESSMENT 4.2.1 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

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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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. 5.1 2017 Horizon (Phase 1) 5.1.1 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

South Street Campus Lands Development City of London TRANSPORTATION IMPACT ASSESSMENT 5.1.2 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. 5.1.3 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

Table 10 2017 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 27.6 0.67 C 31.0 0.59 EBL E 62.5 0.84 #53 Dufferin Street at Wellington Street B 12.7 0.60 C 27.8 0.72 Dufferin Street at Colborne Street B 10.3 0.44 C 21.7 0.51 Dundas Street at Richmond Street B 11.8 0.48 C 22.6 0.40 Dundas Street at Wellington Street C 31.9 0.64 C 26.0 0.77 SBL E 66.9 0.85 #68 Dundas Street at Colborne Street B 14.7 0.57 C 25.9 0.60 Dundas Street at Maitland Street A 7.0 0.35 A 5.2 0.35 Dundas Street at Adelaide Street B 19.8 0.59 D 42.1 0.67 York Street at Richmond Street B 17.9 0.65 C 20.5 0.60 EBT E 67.9 0.91 #134 EBL F >100 1.26 57 York Street at Wellington Street D 44.6 1.02 WBL E 66.4 0.90 66 WBL E 69.9 0.93 97 E 57.5 1.04 NBT D 54.8 1.01 120 NBL E 57.7 0.85 #72 SBT F 99.0 1.00 212 York Street at Colborne Street C 23.9 0.79 EBL F 123.0 1.05 C 25.4 0.74 WBL C 32.8 0.61 #43 York Street at Maitland Street A 5.0 0.39 A 4.1 0.41 Horton Street at Richmond Street C 25.7 0.81 EBL D 37.3 0.82 #108 C 24.6 0.68 EBL E 59.7 0.95 #52 EBL D 49.4 0.71 #36 Horton Street at Wellington Street D 39.6 0.99 NBT E 56.1 1.03 244 NBL F >100 1.02 #96 C 33.5 0.97 SBT C 23.2 0.90 139 Horton Street at Colborne Street B 19.9 0.59 C 25.5 0.57 Horton Street at Maitland Street A 7.9 0.26 A 3.5 0.31 NBL D 45.3 0.66 #49 WBL D 40.3 0.72 #47 Hamilton Street at Adelaide Street C 28.2 0.89 SBL E 64.5 0.90 #52 D 39.7 0.86 NBT E 56.4 0.96 181 SBL E 68.8 0.93 #97 Grey Street at Wellington Street B 10.9 0.64 B 13.6 0.71 Grey Street at Colborne Street A 9.9 0.24 A 9.7 0.29 Nelson Street at Adelaide Street A 7.8 0.53 A 9.3 0.54 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 20.8 1 WB F 55.2 52 Grey Street at Maitland Street WB A 8.3 WB A 8.5 Grey Street at Adelaide Street NBL A 4.3 7 NBL A 1.7 3 South Street at Wellington Street SBL E 41.0 25 NBL D 26.0 3 South Street at Colborne Street EB A 9.3 EB A 8.3 South Street at Maitland Street NB A 9.6 1 SB A 9.7 1 South Street at Adelaide Street EB E 35.9 15 EB C 16.3 5 Nelson Street at Maitland Street NB A 9.9 1 SB B 11.0 1 # = Over Capacity

Table 11 2017 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 27.7 0.68 C 30.9 0.59 EBL E 62.5 0.84 #53 Dufferin Street at Wellington Street B 12.8 0.61 C 29.0 0.73 Dufferin Street at Colborne Street B 10.3 0.45 C 21.9 0.52 Dundas Street at Richmond Street B 11.9 0.48 C 22.8 0.41 Dundas Street at Wellington Street C 32.4 0.64 C 26.6 0.79 SBL E 74.1 0.88 #70 Dundas Street at Colborne Street B 15.0 0.57 C 26.4 0.61 Dundas Street at Maitland Street A 7.0 0.35 A 5.2 0.36 Dundas Street at Adelaide Street B 19.8 0.60 D 42.1 0.68 York Street at Richmond Street B 17.8 0.66 C 21.3 0.61 EBT E 68.0 0.91 134 EBL F >100 1.26 57 York Street at Wellington Street D 45.9 1.03 WBL E 68.2 0.90 66 WBL E 69.9 0.93 #97 E 57.8 1.05 NBT E 59.0 1.02 116 NBL E 56.9 0.85 #70 SBT F 98.7 1.02 #219 York Street at Colborne Street C 23.1 0.69 C 25.7 0.75 WBL C 32.8 0.61 #43 York Street at Maitland Street A 5.1 0.39 A 4.1 0.41 EBL D 41.9 0.84 #116 NBL E 74.6 0.89 #55 Horton Street at Richmond Street C 27.6 0.85 SBL F 87.4 0.83 #42 C 26.8 0.74 EBL D 48.7 0.91 #50 EBL D 48.2 0.70 #35 Horton Street at Wellington Street D 43.6 1.00 NBL C 33.4 0.68 #65 WBL F 96.5 1.01 78 D 39.9 1.17 NBT E 69.1 1.07 249 NBL F >100 1.28 #123 SBT C 23.8 0.92 142 Horton Street at Colborne Street C 20.3 0.60 C 25.9 0.59 Horton Street at Maitland Street A 7.7 0.26 A 3.5 0.32 NBL D 45.3 0.66 #49 WBL D 43.1 0.74 #50 Hamilton Street at Adelaide Street C 28.5 0.86 SBL D 51.0 0.82 #52 D 40.0 0.87 NBT E 56.4 0.96 181 SBL E 68.8 0.93 #97 Grey Street at Wellington Street B 13.1 0.67 B 16.1 0.74 Grey Street at Colborne Street B 10.2 0.27 A 10.0 0.32 Nelson Street at Adelaide Street A 8.0 0.55 A 10.0 0.59 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 25.4 1 WB F 65.7 69 Grey Street at Maitland Street WB A 8.3 WB A 8.5 Grey Street at Adelaide Street NBL A 4.3 7 NBL A 1.7 3 South Street at Wellington Street SBL E 45.2 28 NBL D 27.9 3 South Street at Colborne Street EB B 10.3 EB A 9.2 South Street at Maitland Street SB B 10.2 1 SB A 9.9 1 South Street at Adelaide Street EB D 33.1 17 EB C 15.0 7 Nelson Street at Maitland Street SB B 10.1 1 SB B 11.3 1 # = Over Capacity

South Street Campus Lands Development City of London TRANSPORTATION IMPACT ASSESSMENT 5.2 2022 Horizon (Full Build-Out) 5.2.1 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. 5.2.2 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

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. 5.2.1 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

Table 12 2022 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 48.1 0.87 #142 C 29.3 0.87 C 27.4 0.75 Horton Street at Richmond Street SBL F 88.2 0.83 #42 EBL E 56.1 0.76 #43 EBL F 83.9 1.04 #62 WBL F 91.1 1.00 75 Horton Street at Wellington Street E 55.7 1.10 NBT F 99.5 1.15 #271 D 40.2 1.10 NBL F >100 1.18 #105 NBT C 33.2 0.91 200 SBT C 30.6 0.97 188 Horton Street at Colborne Street C 20.7 0.64 C 26.4 0.63 Horton Street at Maitland Street A 8.0 0.28 A 3.8 0.33 EBL F >100 0.92 39 WBL D 54.7 0.84 #59 Hamilton Street at Adelaide Street C 33.0 0.93 NBL E 67.7 0.82 #59 NBL F >100 0.97 #47 D 48.0 0.95 NBT D 42.6 0.93 168 NBT E 75.0 1.04 204 SBL E 60.9 0.89 #59 SBL F 81.6 0.99 #108 Grey Street at Wellington Street B 12.2 0.69 B 15.5 0.76 Grey Street at Colborne Street A 9.9 0.26 A 9.8 0.31 Nelson Street at Adelaide Street A 8.3 0.58 B 10.5 0.60 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 23.1 1 WB F 95.7 74 Grey Street at Maitland Street WB A 8.4 WB A 8.7 Grey Street at Adelaide Street NBL A 5.9 9 NBL A 2.3 3 South Street at Wellington Street SBL F 61.3 35 NBL D 34.1 4 South Street at Colborne Street EB A 9.6 EB A 8.5 South Street at Maitland Street SB B 10.2 1 SB A 9.8 1 South Street at Adelaide Street EB E 47.0 20 EB C 16.4 6 Nelson Street at Maitland Street SB B 10.2 2 SB B 11.2 1 # = Over Capacity

Table 13 2022 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 33.4 0.95 EBL E 59.4 0.92 #160 EBL D 50.5 0.83 #88 C 31.5 0.83 SBL F >100 0.98 #51 NBL F 86.6 0.95 #62 EBL F 88.7 1.06 #78 EBL D 55.0 0.76 #41 NBL D 50.7 0.82 #70 EBT D 43.5 0.91 148 Horton Street at Wellington Street E 63.3 1.14 NBT F >100 1.20 #277 WBL F >100 1.09 85 D 50.9 1.31 NBL F >100 1.50 #131 NBT D 36.8 0.94 207 SBT D 35.6 1.00 198 Horton Street at Colborne Street C 22.0 0.66 C 26.8 0.66 Horton Street at Maitland Street A 9.9 0.30 A 4.3 0.34 EBL F >100 0.94 39 WBL E 63.2 0.88 #65 Hamilton Street at Adelaide Street C 33.2 0.93 NBL E 67.7 0.82 #59 NBL F >100 0.97 #47 D 48.4 0.97 NBT D 42.6 0.93 168 NBT E 75.0 1.04 204 SBL E 60.9 0.89 #59 SBL F 81.6 0.99 #108 Grey Street at Wellington Street B 15.4 0.74 B 18.7 0.80 Grey Street at Colborne Street B 11.3 0.33 B 14.3 0.45 Nelson Street at Adelaide Street A 8.7 0.62 B 12.3 0.70 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 30.0 1 WB F >100 101 Grey Street at Maitland Street WB A 8.6 WB A 8.7 Grey Street at Adelaide Street NBL A 5.9 9 NBL A 2.3 3 South Street at Wellington Street SBL F 74.2 42 NBL E 39.2 5 South Street at Colborne Street EB B 11.3 EB B 10.1 South Street at Maitland Street SB B 10.6 1 SB B 10.1 1 South Street at Adelaide Street EB E 44.0 23 EB C 15.1 7 Nelson Street at Maitland Street SB B 10.9 2 SB B 12.0 2 # = Over Capacity

South Street Campus Lands Development City of London TRANSPORTATION IMPACT ASSESSMENT 5.3 2027 Horizon (5 Years Beyond Full Build-Out) 5.3.1 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

South Street Campus Lands Development City of London TRANSPORTATION IMPACT ASSESSMENT 5.3.2 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

Table 14 2027 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 34.5 0.99 EBL E 67 0.97 #175 EBL D 54.2 0.85 #100 C 31.4 0.82 SBL F >100 0.97 #50 EBL F >100 1.14 #88 EBL E 64.5 0.82 #49 NBL D 42.3 0.76 #50 WBL F >100 1.15 92 Horton Street at Wellington Street E 75.9 1.21 NBT F >100 1.27 #299 WBT D 52.3 0.91 158 D 53.2 1.24 NBL F >100 1.32 #112 NBT D 46.5 0.99 227 SBT D 51.4 1.05 217 Horton Street at Colborne Street C 21.8 0.69 C 27.4 0.70 Horton Street at Maitland Street A 8.0 0.30 A 3.9 0.36 EBL F >100 1.01 43 WBL F 83.6 0.98 #76 WBT D 36.9 0.90 161 NBL F >100 1.25 #54 Hamilton Street at Adelaide Street D 41.1 1.03 NBL F >100 1.05 #70 E 60.0 1.11 NBT F >100 1.12 229 NBT E 56.3 1.00 190 SBL F >100 1.06 #121 SBL E 74.9 0.95 #67 Grey Street at Wellington Street B 13.9 0.75 NBT B 13.4 0.79 260 B 18.1 0.82 Grey Street at Colborne Street B 10.1 0.28 B 10.1 0.34 Nelson Street at Adelaide Street A 9.1 0.64 B 12.1 0.67 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 26.1 1 WB F >100 108 Grey Street at Maitland Street WB A 8.6 WB A 8.9 Grey Street at Adelaide Street NBL A 8.4 11 NBL A 3.1 4 South Street at Wellington Street SBL F >100 51 NBL F 55.6 7 South Street at Colborne Street EB A 10.0 EB A 8.6 South Street at Maitland Street SB B 10.3 1 SB A 9.9 1 South Street at Adelaide Street EB F 70.1 29 EB C 16.3 6 Nelson Street at Maitland Street SB B 10.3 2 SB B 11.4 2 # = Over Capacity

Table 15 2027 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 90.7 1.05 #184 EBL E 75.2 0.94 #106 Horton Street at Richmond Street D 40.8 1.08 SBL F >100 1.02 #57 D 36.6 0.92 NBL F >100 1.13 #72 SBL D 52.9 0.83 #87 EBL F >100 1.17 #89 EBL E 63.1 0.82 #46 NBL E 67.7 0.95 #67 EBT D 44.9 0.93 164 NBT F >100 1.33 #306 WBL F >100 1.18 #95 Horton Street at Wellington Street E 75.9 1.21 E 66.2 1.41 WBT D 53.7 0.93 168 NBL F >100 1.62 #138 NBT D 51.8 1.02 235 SBT E 60.9 1.07 226 Horton Street at Colborne Street C 23.3 0.70 C 28.2 0.73 Horton Street at Maitland Street A 10.0 0.32 A 4.4 0.37 EBL F >100 1.01 43 WBL F 99.4 1.03 #82 WBT D 38.0 0.91 164 NBL F >100 1.25 #54 Hamilton Street at Adelaide Street D 41.3 1.03 NBL F >100 1.05 #70 E 60.0 1.11 NBT F >100 1.12 229 NBT E 56.3 1.00 190 SBL F >100 1.06 #121 SBL E 74.9 0.95 #67 NBT B 16.1 0.83 260 WBL F 87.4 0.98 #119 Grey Street at Wellington Street B 17.3 0.80 C 21.1 0.86 WBT E 70.0 0.92 95 SBT B 16.4 0.91 75 Grey Street at Colborne Street B 11.4 0.35 B 15.3 0.49 Nelson Street at Adelaide Street A 9.6 0.67 B 15.5 0.79 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 35.1 1 WB F >100 142 Grey Street at Maitland Street WB A 8.7 WB A 8.9 Grey Street at Adelaide Street NBL A 8.4 11 NBL A 3.1 4 South Street at Wellington Street SBL F >100 61 NBL F 69.8 9 South Street at Colborne Street EB B 11.9 EB B 10.4 South Street at Maitland Street SB B 10.8 1 SB B 10.2 1 South Street at Adelaide Street EB F 66.9 34 EB C 15.1 7 Nelson Street at Maitland Street SB B 11.0 2 SB B 12.3 2 # = Over Capacity

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 13. 57

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

South Street Campus Lands Development City of London TRANSPORTATION IMPACT ASSESSMENT This page intentionally left blank 60

Table 16 2027 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 39.3 1.05 EBL F 90.7 1.05 #184 EBL E 75.2 0.94 #106 D 37.4 0.90 SBL F >100 1.02 #52 NBL F >100 1.13 #76 EBL F >100 1.17 #90 EBT D 44.9 0.93 154 NBL E 63.2 0.95 #51 WBL F >100 1.18 #95 Horton Street at Wellington Street F 83.6 1.26 NBT F >100 1.33 #277 WBT D 53.7 0.93 168 E 64.8 1.41 NBL F >100 1.62 #127 NBT D 51.2 1.02 235 SBT E 60.9 1.07 226 Horton Street at Colborne Street C 23.3 0.70 C 28.5 0.73 Horton Street at Maitland Street A 10.0 0.32 A 4.4 0.37 EBL F >100 1.01 43 WBL F 99.4 1.03 #82 WBT D 38.0 0.91 164 NBL F >100 1.25 #54 Hamilton Street at Adelaide Street D 41.3 1.03 NBL F >100 1.05 #70 E 60.7 1.14 NBT F >100 1.12 229 NBT E 56.3 1.00 190 SBL F >100 1.06 #121 SBL E 74.9 0.95 #67 Grey Street at Wellington Street C 28.1 0.89 NBT C 32.8 0.96 300 WBL F 80.0 0.96 #146 C 26.2 0.95 SBT B 17.5 0.92 81 Grey Street at Colborne Street B 11.6 0.32 B 15.5 0.41 Nelson Street at Adelaide Street A 9.6 0.67 B 15.0 0.77 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 36.5 1 WB F >100 165 Grey Street at Maitland Street NB A 8.1 WB A 8.9 Grey Street at Adelaide Street EB B 10.1 1 EB B 10.7 1 South Street at Wellington Street SBL F 54.8 22 NBL F 67.6 8 South Street at Colborne Street EB B 10.1 EB B 10.1 South Street at Maitland Street SB B 10.9 1 SB B 10.6 1 South Street at Adelaide Street EB E 42.1 20 EB C 16.5 6 Nelson Street at Maitland Street SB B 11.0 2 SB B 12.3 2 # = Over Capacity

South Street Campus Lands Development City of London TRANSPORTATION IMPACT ASSESSMENT 6.5.1 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

South Street Campus Lands Development City of London TRANSPORTATION IMPACT ASSESSMENT 6.5.2 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

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

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

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

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

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

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

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) 0 0 102 1224 1128 83 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 0 0 111 1330 1226 90 Pedestrians 22 1 Lane Width (m) 0.0 3.6 Walking Speed (m/s) 1.2 1.2 Percent Blockage 0 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 58 px, platoon unblocked 0.81 0.81 0.81 vc, conflicting volume 2180 681 1338 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 1994 154 961 tc, single (s) 6.8 6.9 4.1 tc, 2 stage (s) tf (s) 3.5 3.3 2.2 p0 queue free % 100 100 81 cm capacity (veh/h) 35 704 580 Direction, Lane # NB 1 NB 2 SB 1 SB 2 Volume Total 554 887 817 499 Volume Left 111 0 0 0 Volume Right 0 0 0 90 csh 580 1700 1700 1700 Volume to Capacity 0.19 0.52 0.48 0.29 Queue Length 95th (m) 5.6 0.0 0.0 0.0 Control Delay (s) 5.2 0.0 0.0 0.0 Lane LOS A Approach Delay (s) 2.0 0.0 Approach LOS Average Delay 1.0 Intersection Capacity Utilization 86.3% ICU Level of Service E @ 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) 0 0 0 6 129 46 26 136 0 0 70 52 Storage Length (m) 0.0 0.0 0.0 15.0 30.0 0.0 0.0 0.0 Storage Lanes 0 0 0 1 1 0 0 0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 0.97 0.99 0.98 Frt 0.850 0.942 Flt Protected 0.998 0.950 Satd. Flow (prot) 0 0 0 0 1810 1542 1723 1814 0 0 1683 0 Flt Permitted 0.998 0.672 Satd. Flow (perm) 0 0 0 0 1809 1489 1203 1814 0 0 1683 0 Satd. Flow (RTOR) 51 57 Link Speed (k/h) 50 50 50 50 Link Distance (m) 489.2 240.5 301.0 282.4 Travel Time (s) 35.2 17.3 21.7 20.3 Confl. Peds. (#/hr) 8 4 4 8 8 8 8 8 Adj. Flow (vph) 0 0 0 7 140 50 28 148 0 0 76 57 Lane Group Flow (vph) 0 0 0 0 147 50 28 148 0 0 133 0 Median Width(m) 3.6 3.6 3.6 3.6 Turning Speed (k/h) 25 15 25 15 25 15 25 15 Number of Detectors 1 2 1 1 2 2 Detector Template Left Thru Right Left Thru Thru Leading Detector (m) 2.0 10.0 2.0 2.0 10.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 0.6 2.0 2.0 0.6 0.6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(m) 9.4 9.4 9.4 Detector 2 Size(m) 0.6 0.6 0.6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 Turn Type Perm NA Perm Perm NA NA Protected Phases 2 4 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 Existing Traffic Volumes 29: Colborne Street & Grey Street AM Peak Hour Permitted Phases 2 2 4 Detector Phase 2 2 2 4 4 4 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 23.7 23.7 23.7 23.2 23.2 23.2 Total Split (s) 23.7 23.7 23.7 23.2 23.2 23.2 Total Split (%) 50.5% 50.5% 50.5% 49.5% 49.5% 49.5% Maximum Green (s) 18.0 18.0 18.0 18.0 18.0 18.0 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.4 2.4 2.4 1.9 1.9 1.9 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.7 5.7 5.2 5.2 5.2 Lead/Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode Max Max Max None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 6.0 6.0 6.0 5.0 5.0 5.0 Pedestrian Calls (#/hr) 4 4 4 4 4 4 Act Effct Green (s) 22.4 22.4 8.7 8.7 8.7 Actuated g/c Ratio 0.58 0.58 0.23 0.23 0.23 v/c Ratio 0.14 0.06 0.10 0.36 0.31 Control Delay 6.7 2.8 12.0 14.7 9.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 6.7 2.8 12.0 14.7 9.7 LOS A A B B A Approach Delay 5.7 14.3 9.7 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 Street @ 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) 1 65 11 5 54 12 5 9 4 16 14 5 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Hourly flow rate (vph) 1 71 12 5 59 13 5 10 4 17 15 5 Pedestrians 2 4 5 6 Lane Width (m) 3.6 3.6 3.6 3.6 Walking Speed (m/s) 1.2 1.2 1.2 1.2 Percent Blockage 0 0 0 1 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked vc, conflicting volume 78 88 175 172 86 174 172 73 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 78 88 175 172 86 174 172 73 tc, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tc, 2 stage (s) tf (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 100 100 99 99 100 98 98 99 cm capacity (veh/h) 1513 1502 758 711 966 762 712 982 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 84 77 20 38 Volume Left 1 5 5 17 Volume Right 12 13 4 5 csh 1513 1502 769 765 Volume to Capacity 0.00 0.00 0.03 0.05 Queue Length 95th (m) 0.0 0.1 0.6 1.3 Control Delay (s) 0.1 0.5 9.8 10.0 Lane LOS A A A A Approach Delay (s) 0.1 0.5 9.8 10.0 Approach LOS A A Average Delay 2.8 Intersection Capacity Utilization 19.4% ICU Level of Service A @ York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 6

Lanes, Volumes, Timings Existing Traffic Volumes 41: Adelaide Street & Nelson Street AM Peak Hour Volume (vph) 20 25 47 54 31 24 44 965 26 12 782 26 Storage Length (m) 35.0 0.0 25.0 0.0 0.0 0.0 0.0 0.0 Storage Lanes 1 0 1 0 0 0 0 0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 0.95 0.95 0.95 Ped Bike Factor 0.99 0.98 0.98 0.99 1.00 1.00 Frt 0.902 0.935 0.996 0.995 Flt Protected 0.950 0.950 0.998 0.999 Satd. Flow (prot) 1723 1603 0 1723 1680 0 0 3420 0 0 3422 0 Flt Permitted 0.718 0.706 0.876 0.934 Satd. Flow (perm) 1290 1603 0 1259 1680 0 0 3002 0 0 3199 0 Satd. Flow (RTOR) 51 26 6 7 Link Speed (k/h) 50 50 50 50 Link Distance (m) 416.9 103.1 181.0 139.8 Travel Time (s) 30.0 7.4 13.0 10.1 Confl. Peds. (#/hr) 8 15 15 8 4 16 16 4 Adj. Flow (vph) 22 27 51 59 34 26 48 1049 28 13 850 28 Lane Group Flow (vph) 22 78 0 59 60 0 0 1125 0 0 891 0 Median Width(m) 3.6 3.6 0.0 0.0 Turning Speed (k/h) 25 15 25 15 25 15 25 15 Number of Detectors 1 2 1 2 1 2 1 2 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 0.6 2.0 0.6 2.0 0.6 2.0 0.6 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(m) 9.4 9.4 9.4 9.4 Detector 2 Size(m) 0.6 0.6 0.6 0.6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4 4 2 2 @ 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 4 4 2 2 Detector Phase 4 4 4 4 2 2 2 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 24.9 24.9 24.9 24.9 23.6 23.6 23.6 23.6 Total Split (s) 26.0 26.0 26.0 26.0 54.0 54.0 54.0 54.0 Total Split (%) 32.5% 32.5% 32.5% 32.5% 67.5% 67.5% 67.5% 67.5% Maximum Green (s) 20.1 20.1 20.1 20.1 48.4 48.4 48.4 48.4 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.6 2.6 2.6 2.6 2.3 2.3 2.3 2.3 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.9 5.9 5.9 5.9 5.6 5.6 Lead/Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None C-Max C-Max C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 12.0 12.0 12.0 12.0 8.0 8.0 8.0 8.0 Pedestrian Calls (#/hr) 5 5 5 5 5 5 5 5 Act Effct Green (s) 10.7 10.7 10.7 10.7 61.5 61.5 Actuated g/c Ratio 0.13 0.13 0.13 0.13 0.77 0.77 v/c Ratio 0.13 0.30 0.35 0.24 0.49 0.36 Control Delay 29.6 16.4 35.6 21.0 6.1 5.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 29.6 16.4 35.6 21.0 6.1 5.0 LOS C B D C A A Approach Delay 19.3 28.2 6.1 5.0 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 Street @ 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 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) 97 86 53 0 0 0 0 54 2 19 53 0 Hourly flow rate (vph) 105 93 58 0 0 0 0 59 2 21 58 0 Direction, Lane # EB 1 NB 1 SB 1 Volume Total (vph) 257 61 78 Volume Left (vph) 105 0 21 Volume Right (vph) 58 2 0 Hadj (s) -0.02 0.01 0.09 Departure Headway (s) 4.2 4.6 4.7 Degree Utilization, x 0.30 0.08 0.10 Capacity (veh/h) 831 734 723 Control Delay (s) 9.0 8.0 8.2 Approach Delay (s) 9.0 8.0 8.2 Approach LOS A A A Delay 8.7 Level of Service A Intersection Capacity Utilization 38.6% ICU Level of Service A @ 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) 38 29 0 1070 775 0 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 41 32 0 1163 842 0 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) 140 358 px, platoon unblocked 0.89 vc, conflicting volume 1428 425 846 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 1226 425 846 tc, single (s) 6.8 6.9 4.1 tc, 2 stage (s) tf (s) 3.5 3.3 2.2 p0 queue free % 73 95 100 cm capacity (veh/h) 151 576 784 Direction, Lane # EB 1 NB 1 NB 2 SB 1 SB 2 Volume Total 73 582 582 421 421 Volume Left 41 0 0 0 0 Volume Right 32 0 0 0 0 csh 222 1700 1700 1700 1700 Volume to Capacity 0.33 0.34 0.34 0.25 0.25 Queue Length 95th (m) 10.9 0.0 0.0 0.0 0.0 Control Delay (s) 29.0 0.0 0.0 0.0 0.0 Lane LOS D Approach Delay (s) 29.0 0.0 0.0 Approach LOS D Average Delay 1.0 Intersection Capacity Utilization 41.0% ICU Level of Service A @ 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 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) 25 95 0 0 0 0 0 10 10 11 1 0 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Hourly flow rate (vph) 27 103 0 0 0 0 0 11 11 12 1 0 Pedestrians 3 4 3 Lane Width (m) 3.6 3.6 3.6 Walking Speed (m/s) 1.2 1.2 1.2 Percent Blockage 0 0 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked vc, conflicting volume 3 107 165 165 107 177 165 6 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 3 107 165 165 107 177 165 6 tc, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tc, 2 stage (s) tf (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 98 100 100 98 99 98 100 100 cm capacity (veh/h) 1615 1479 780 712 944 752 712 1071 Direction, Lane # EB 1 NB 1 SB 1 Volume Total 130 22 13 Volume Left 27 0 12 Volume Right 0 11 0 csh 1615 811 749 Volume to Capacity 0.02 0.03 0.02 Queue Length 95th (m) 0.4 0.7 0.4 Control Delay (s) 1.6 9.6 9.9 Lane LOS A A A Approach Delay (s) 1.6 9.6 9.9 Approach LOS A A Average Delay 3.3 Intersection Capacity Utilization 27.8% ICU Level of Service A @ 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) 4 0 1 21 0 61 5 537 0 0 138 18 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Hourly flow rate (vph) 4 0 1 23 0 66 5 584 0 0 150 20 Pedestrians 22 23 5 3 Lane Width (m) 3.6 3.6 3.6 3.6 Walking Speed (m/s) 1.2 1.2 1.2 1.2 Percent Blockage 2 2 0 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 288 px, platoon unblocked vc, conflicting volume 846 799 187 783 809 610 192 607 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 846 799 187 783 809 610 192 607 tc, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tc, 2 stage (s) tf (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 98 100 100 92 100 86 100 100 cm capacity (veh/h) 231 305 836 294 301 484 1357 953 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 5 89 589 170 Volume Left 4 23 5 0 Volume Right 1 66 0 20 csh 270 415 1357 1700 Volume to Capacity 0.02 0.21 0.00 0.10 Queue Length 95th (m) 0.5 6.4 0.1 0.0 Control Delay (s) 18.6 16.0 0.1 0.0 Lane LOS C C A Approach Delay (s) 18.6 16.0 0.1 0.0 Approach LOS C C Average Delay 1.9 Intersection Capacity Utilization 45.6% ICU Level of Service A @ 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 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) 0 0 0 1 163 10 24 23 0 0 8 7 Hourly flow rate (vph) 0 0 0 1 177 11 26 25 0 0 9 8 Direction, Lane # WB 1 NB 1 SB 1 Volume Total (vph) 189 51 16 Volume Left (vph) 1 26 0 Volume Right (vph) 11 0 8 Hadj (s) 0.00 0.14-0.25 Departure Headway (s) 4.1 4.5 4.1 Degree Utilization, x 0.21 0.06 0.02 Capacity (veh/h) 871 765 827 Control Delay (s) 8.2 7.8 7.2 Approach Delay (s) 8.2 7.8 7.2 Approach LOS A A A Delay 8.0 Level of Service A Intersection Capacity Utilization 28.4% ICU Level of Service A @ 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) 0 0 6 0 0 0 8 1700 250 104 953 9 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Hourly flow rate (vph) 0 0 7 0 0 0 9 1848 272 113 1036 10 Pedestrians 26 10 Lane Width (m) 3.6 0.0 Walking Speed (m/s) 1.2 1.2 Percent Blockage 2 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 304 px, platoon unblocked 0.95 0.95 0.95 0.95 0.95 0.95 vc, conflicting volume 2234 3440 549 2762 3309 1070 1072 2130 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 2197 3461 430 2750 3324 1070 978 2130 tc, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tc, 2 stage (s) tf (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 100 100 99 100 100 100 99 55 cm capacity (veh/h) 15 3 535 6 4 217 654 252 Direction, Lane # EB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total 7 9 1232 888 113 691 355 Volume Left 0 9 0 0 113 0 0 Volume Right 7 0 0 272 0 0 10 csh 535 654 1700 1700 252 1700 1700 Volume to Capacity 0.01 0.01 0.72 0.52 0.45 0.41 0.21 Queue Length 95th (m) 0.3 0.3 0.0 0.0 17.4 0.0 0.0 Control Delay (s) 11.8 10.6 0.0 0.0 30.5 0.0 0.0 Lane LOS B B D Approach Delay (s) 11.8 0.0 3.0 Approach LOS B Average Delay 1.1 Intersection Capacity Utilization 75.8% ICU Level of Service D @ York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 20

Lanes, Volumes, Timings Existing Traffic Volumes 307: Richmond Street & Dufferin Avenue AM Peak Hour Volume (vph) 60 327 35 18 241 51 85 462 75 249 407 119 Storage Length (m) 40.0 0.0 25.0 0.0 55.0 0.0 60.0 60.0 Storage Lanes 1 0 1 0 1 0 1 1 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 1.00 Ped Bike Factor 0.95 0.99 0.96 0.98 0.88 0.99 0.98 0.76 Frt 0.985 0.974 0.979 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1758 1760 0 1758 1738 0 1758 3055 0 1740 3255 1542 Flt Permitted 0.348 0.236 0.496 0.337 Satd. Flow (perm) 610 1760 0 417 1738 0 807 3055 0 608 3255 1175 Satd. Flow (RTOR) 6 12 21 129 Link Speed (k/h) 50 50 50 50 Link Distance (m) 225.7 153.6 71.2 216.8 Travel Time (s) 16.3 11.1 5.1 15.6 Confl. Peds. (#/hr) 69 76 76 69 111 23 23 111 Heavy Vehicles (%) 0% 1% 14% 0% 1% 4% 0% 13% 3% 1% 8% 2% Adj. Flow (vph) 65 355 38 20 262 55 92 502 82 271 442 129 Lane Group Flow (vph) 65 393 0 20 317 0 92 584 0 271 442 129 Median Width(m) 3.6 3.6 3.6 3.6 Number of Detectors 1 1 1 1 1 1 1 1 1 Detector Template Leading Detector (m) 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm NA Perm NA pm+pt NA Perm Protected Phases 8 4 2 1 6 Permitted Phases 8 4 2 6 6 Detector Phase 8 8 4 4 2 2 1 6 6 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 5.0 7.0 7.0 @ 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) 24.7 24.7 24.8 24.8 30.4 30.4 9.0 30.6 30.6 Total Split (s) 40.0 40.0 40.0 40.0 41.0 41.0 19.0 60.0 60.0 Total Split (%) 40.0% 40.0% 40.0% 40.0% 41.0% 41.0% 19.0% 60.0% 60.0% Maximum Green (s) 34.3 34.3 34.2 34.2 35.6 35.6 15.0 54.4 54.4 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.0 3.3 3.3 All-Red Time (s) 2.4 2.4 2.5 2.5 2.1 2.1 1.0 2.3 2.3 Lost Time Adjust (s) -1.8-1.8-1.8-1.8-1.4-1.4 0.0-1.4-1.4 Total Lost Time (s) 3.9 3.9 4.0 4.0 4.0 4.0 4.0 4.2 4.2 Lead/Lag Lag Lag Lead Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None C-Max C-Max None C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 17.0 17.0 17.0 17.0 Flash Dont Walk (s) 12.0 12.0 12.0 12.0 8.0 8.0 8.0 8.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 28.9 28.9 28.8 28.8 47.2 47.2 63.2 63.0 63.0 Actuated g/c Ratio 0.29 0.29 0.29 0.29 0.47 0.47 0.63 0.63 0.63 v/c Ratio 0.37 0.77 0.17 0.62 0.24 0.40 0.52 0.22 0.16 Control Delay 28.5 37.7 37.6 43.6 21.2 19.3 24.5 19.5 11.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 28.5 37.7 37.6 43.6 21.2 19.3 24.5 19.5 11.3 LOS C D D D C B C B B Approach Delay 36.4 43.2 19.6 19.9 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 Avenue @ York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 22

Lanes, Volumes, Timings Existing Traffic Volumes 309: Wellington Street & Dufferin Avenue AM Peak Hour Volume (vph) 25 300 163 51 237 40 113 460 140 7 347 30 Storage Length (m) 0.0 30.0 40.0 0.0 0.0 0.0 0.0 50.0 Storage Lanes 0 1 1 1 0 0 0 1 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 0.95 0.95 0.95 Ped Bike Factor 1.00 0.76 0.90 0.91 0.95 0.98 Frt 0.850 0.850 0.971 0.988 Flt Protected 0.996 0.950 0.992 0.999 Satd. Flow (prot) 0 1843 1557 1555 1796 1557 0 3173 0 0 3331 0 Flt Permitted 0.963 0.380 0.792 0.940 Satd. Flow (perm) 0 1775 1180 561 1796 1416 0 2483 0 0 3132 0 Satd. Flow (RTOR) 136 43 48 14 Link Speed (k/h) 50 50 50 50 Link Distance (m) 200.8 242.1 160.6 405.1 Travel Time (s) 14.5 17.4 11.6 29.2 Confl. Peds. (#/hr) 48 141 141 48 96 95 95 96 Heavy Vehicles (%) 0% 0% 1% 13% 3% 1% 1% 4% 4% 13% 2% 0% Adj. Flow (vph) 27 326 177 55 258 43 123 500 152 8 377 33 Lane Group Flow (vph) 0 353 177 55 258 43 0 775 0 0 418 0 Median Width(m) 3.6 3.6 0.0 0.0 Turn Type Perm NA Perm Perm NA Perm Perm NA Perm NA Protected Phases 4 4 2 2 Permitted Phases 4 4 4 4 2 2 Minimum Split (s) 23.8 23.8 23.8 23.8 23.8 23.8 25.7 25.7 25.7 25.7 Total Split (s) 41.0 41.0 41.0 41.0 41.0 41.0 59.0 59.0 59.0 59.0 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) 35.3 35.3 35.3 35.3 35.3 35.3 53.3 53.3 53.3 53.3 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 Lost Time Adjust (s) -1.8-1.8-1.8-1.8-1.8-1.7-1.7 Total Lost Time (s) 3.9 3.9 3.9 3.9 3.9 4.0 4.0 Lead/Lag Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 13.0 13.0 13.0 13.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0 0 Act Effct Green (s) 37.1 37.1 37.1 37.1 37.1 55.0 55.0 @ 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 0.37 0.37 0.37 0.37 0.37 0.55 0.55 v/c Ratio 0.54 0.34 0.26 0.39 0.08 0.56 0.24 Control Delay 20.5 5.4 22.8 21.3 5.7 5.2 11.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 20.5 5.4 22.8 21.3 5.7 5.2 11.5 LOS C A C C A A B Approach Delay 15.5 19.6 5.2 11.5 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 Avenue @ York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 24

Lanes, Volumes, Timings Existing Traffic Volumes 311: Colborne Street & Dufferin Avenue AM Peak Hour Volume (vph) 31 65 54 26 115 8 95 360 40 5 405 90 Storage Length (m) 35.0 0.0 30.0 0.0 100.0 0.0 20.0 0.0 Storage Lanes 1 0 1 0 1 0 1 0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.93 0.91 0.85 0.99 0.97 0.99 0.98 0.98 Frt 0.932 0.990 0.985 0.973 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1758 1556 0 1758 1818 0 1758 1774 0 1758 1736 0 Flt Permitted 0.628 0.635 0.381 0.451 Satd. Flow (perm) 1078 1556 0 999 1818 0 685 1774 0 819 1736 0 Satd. Flow (RTOR) 42 4 11 22 Link Speed (k/h) 50 50 50 50 Link Distance (m) 239.0 129.8 158.9 405.2 Travel Time (s) 17.2 9.3 11.4 29.2 Confl. Peds. (#/hr) 31 64 64 31 31 15 15 31 Heavy Vehicles (%) 0% 1% 0% 0% 0% 0% 0% 2% 3% 0% 2% 0% Adj. Flow (vph) 34 71 59 28 125 9 103 391 43 5 440 98 Lane Group Flow (vph) 34 130 0 28 134 0 103 434 0 5 538 0 Median Width(m) 3.6 3.6 3.6 3.6 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4 4 2 2 Permitted Phases 4 4 2 2 Minimum Split (s) 22.7 22.7 22.7 22.7 22.7 22.7 22.7 22.7 Total Split (s) 32.0 32.0 32.0 32.0 68.0 68.0 68.0 68.0 Total Split (%) 32.0% 32.0% 32.0% 32.0% 68.0% 68.0% 68.0% 68.0% Maximum Green (s) 26.3 26.3 26.3 26.3 62.3 62.3 62.3 62.3 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 Lost Time Adjust (s) -1.7-1.7-1.7-1.7-1.7-1.7-1.7-1.7 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 28.0 28.0 28.0 28.0 64.0 64.0 64.0 64.0 @ York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 25 Lanes, Volumes, Timings Existing Traffic Volumes 311: Colborne Street & Dufferin Avenue AM Peak Hour Actuated g/c Ratio 0.28 0.28 0.28 0.28 0.64 0.64 0.64 0.64 v/c Ratio 0.11 0.28 0.10 0.26 0.24 0.38 0.01 0.48 Control Delay 24.9 19.4 28.0 28.8 5.5 4.9 4.2 5.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.0 Total Delay 24.9 19.4 28.0 28.8 5.5 5.1 4.2 5.3 LOS C B C C A A A A Approach Delay 20.6 28.7 5.2 5.3 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 Avenue @ York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 26

Lanes, Volumes, Timings Existing Traffic Volumes 327: Richmond Street & Dundas Street AM Peak Hour Volume (vph) 0 301 9 0 132 21 0 560 0 0 278 1 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 0.95 Ped Bike Factor 0.99 0.95 1.00 Frt 0.996 0.981 Flt Protected Satd. Flow (prot) 0 1601 0 0 1525 0 0 3101 0 0 3035 0 Flt Permitted Satd. Flow (perm) 0 1601 0 0 1525 0 0 3101 0 0 3035 0 Satd. Flow (RTOR) 2 10 Link Speed (k/h) 50 50 50 50 Link Distance (m) 188.5 186.0 138.5 153.6 Travel Time (s) 13.6 13.4 10.0 11.1 Confl. Peds. (#/hr) 297 298 298 297 392 266 266 392 Heavy Vehicles (%) 0% 1% 50% 0% 2% 0% 0% 2% 0% 0% 4% 0% Adj. Flow (vph) 0 327 10 0 143 23 0 609 0 0 302 1 Lane Group Flow (vph) 0 337 0 0 166 0 0 609 0 0 303 0 Median Width(m) 0.0 0.0 3.6 3.6 Headway Factor 1.18 1.18 1.18 1.18 1.18 1.18 1.18 1.18 1.18 1.18 1.18 1.18 Turn Type NA NA NA NA Protected Phases 2 2 4 4 Permitted Phases Minimum Split (s) 20.4 20.4 16.4 16.4 Total Split (s) 48.0 48.0 52.0 52.0 Total Split (%) 48.0% 48.0% 52.0% 52.0% Maximum Green (s) 42.6 42.6 46.6 46.6 Yellow Time (s) 3.3 3.3 3.3 3.3 All-Red Time (s) 2.1 2.1 2.1 2.1 Lost Time Adjust (s) -1.0-1.0-1.4-1.4 Total Lost Time (s) 4.4 4.4 4.0 4.0 Lead/Lag Walk Time (s) 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 8.0 8.0 4.0 4.0 Pedestrian Calls (#/hr) 0 0 0 0 Act Effct Green (s) 43.6 43.6 48.0 48.0 Actuated g/c Ratio 0.44 0.44 0.48 0.48 v/c Ratio 0.48 0.25 0.41 0.21 Control Delay 27.4 5.7 4.5 9.4 @ 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 0.0 0.0 0.0 0.0 Total Delay 27.4 5.7 4.5 9.4 LOS C A A A Approach Delay 27.4 5.7 4.5 9.4 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 - 7-9 / 3-6 Splits and Phases: 327: Richmond Street & Dundas Street @ York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 28

Lanes, Volumes, Timings Existing Traffic Volumes 329: Wellington Street & Dundas Street AM Peak Hour Volume (vph) 89 207 49 161 89 61 37 925 150 50 538 4 Storage Length (m) 0.0 15.0 60.0 0.0 40.0 70.0 30.0 0.0 Storage Lanes 0 1 1 1 1 1 1 0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 0.95 Ped Bike Factor 0.95 0.82 0.90 0.78 0.85 0.74 0.96 1.00 Frt 0.850 0.850 0.850 0.999 Flt Protected 0.985 0.950 0.950 0.950 Satd. Flow (prot) 0 1721 1300 1723 1581 1512 1690 3413 1542 1690 3398 0 Flt Permitted 0.876 0.449 0.375 0.189 Satd. Flow (perm) 0 1447 1061 736 1581 1186 566 3413 1136 323 3398 0 Satd. Flow (RTOR) 33 33 163 1 Link Speed (k/h) 50 50 50 50 Link Distance (m) 197.2 245.0 144.4 148.5 Travel Time (s) 14.2 17.6 10.4 10.7 Confl. Peds. (#/hr) 208 175 175 208 176 188 188 176 Heavy Vehicles (%) 1% 8% 21% 2% 17% 4% 4% 3% 2% 4% 3% 10% Adj. Flow (vph) 97 225 53 175 97 66 40 1005 163 54 585 4 Lane Group Flow (vph) 0 322 53 175 97 66 40 1005 163 54 589 0 Median Width(m) 3.6 3.6 3.6 3.6 Turn Type Perm NA Perm Perm NA Perm Perm NA Perm Perm NA Protected Phases 8 4 2 6 Permitted Phases 8 8 4 4 2 2 6 Minimum Split (s) 36.7 36.7 36.7 36.7 36.7 36.7 28.0 28.0 28.0 28.0 28.0 Total Split (s) 46.0 46.0 46.0 46.0 46.0 46.0 54.0 54.0 54.0 54.0 54.0 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) 39.3 39.3 39.3 39.3 39.3 39.3 48.0 48.0 48.0 48.0 48.0 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 3.4 3.4 3.4 3.4 3.4 3.4 2.7 2.7 2.7 2.7 2.7 Lost Time Adjust (s) -2.7-2.7-2.7-2.7-2.7-2.0-2.0-2.0-2.0-2.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 23.0 23.0 23.0 23.0 23.0 23.0 15.0 15.0 15.0 15.0 15.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0 0 0 Act Effct Green (s) 42.0 42.0 42.0 42.0 42.0 50.0 50.0 50.0 50.0 50.0 @ 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 0.42 0.42 0.42 0.42 0.42 0.50 0.50 0.50 0.50 0.50 v/c Ratio 0.53 0.11 0.57 0.15 0.13 0.14 0.59 0.25 0.34 0.35 Control Delay 34.0 16.9 41.9 27.6 20.4 21.6 30.7 13.5 35.2 28.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 2.6 0.0 0.0 0.0 Total Delay 34.0 16.9 41.9 27.6 20.4 21.6 33.3 13.5 35.2 28.6 LOS C B D C C C C B D C Approach Delay 31.6 33.6 30.2 29.2 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 Street @ York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 30

Lanes, Volumes, Timings Existing Traffic Volumes 331: Colborne Street & Dundas Street AM Peak Hour Volume (vph) 49 321 43 40 216 42 47 484 106 77 389 58 Storage Length (m) 40.0 15.0 55.0 15.0 40.0 30.0 45.0 0.0 Storage Lanes 1 1 1 1 1 1 1 0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.90 0.77 0.90 0.82 0.94 0.84 0.95 0.98 Frt 0.850 0.850 0.850 0.981 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1690 1814 1542 1612 1609 1456 1690 1814 1542 1740 1719 0 Flt Permitted 0.517 0.377 0.380 0.350 Satd. Flow (perm) 827 1814 1183 578 1609 1196 634 1814 1301 612 1719 0 Satd. Flow (RTOR) 34 34 85 12 Link Speed (k/h) 50 50 50 50 Link Distance (m) 239.2 250.1 76.3 147.7 Travel Time (s) 17.2 18.0 5.5 10.6 Confl. Peds. (#/hr) 68 91 91 68 75 61 61 75 Heavy Vehicles (%) 4% 2% 2% 9% 15% 8% 4% 2% 2% 1% 3% 3% Adj. Flow (vph) 53 349 47 43 235 46 51 526 115 84 423 63 Lane Group Flow (vph) 53 349 47 43 235 46 51 526 115 84 486 0 Median Width(m) 3.6 3.6 3.6 3.6 Turn Type Perm NA Perm Perm NA Perm Perm NA Perm Perm NA Protected Phases 2 2 4 4 Permitted Phases 2 2 2 2 4 4 4 Minimum Split (s) 26.9 26.9 26.9 26.9 26.9 26.9 28.1 28.1 28.1 28.1 28.1 Total Split (s) 40.0 40.0 40.0 40.0 40.0 40.0 60.0 60.0 60.0 60.0 60.0 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) 34.1 34.1 34.1 34.1 34.1 34.1 53.9 53.9 53.9 53.9 53.9 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.4 3.4 3.4 3.4 3.4 All-Red Time (s) 2.6 2.6 2.6 2.6 2.6 2.6 2.7 2.7 2.7 2.7 2.7 Lost Time Adjust (s) -1.9-1.9-1.9-1.9-1.9-1.9-2.0-2.0-2.0-2.0-2.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.1 4.1 4.1 4.1 4.1 Lead/Lag Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 14.0 14.0 14.0 14.0 14.0 14.0 15.0 15.0 15.0 15.0 15.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0 0 0 Act Effct Green (s) 36.0 36.0 36.0 36.0 36.0 36.0 55.9 55.9 55.9 55.9 55.9 @ 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 0.36 0.36 0.36 0.36 0.36 0.36 0.56 0.56 0.56 0.56 0.56 v/c Ratio 0.18 0.53 0.11 0.21 0.41 0.10 0.14 0.52 0.15 0.25 0.50 Control Delay 25.1 30.7 13.0 20.3 20.2 7.5 5.7 8.5 0.6 7.4 7.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.0 0.0 0.1 Total Delay 25.1 30.7 13.0 20.3 20.2 7.5 5.7 8.9 0.6 7.4 8.0 LOS C C B C C A A A A A A Approach Delay 28.2 18.4 7.3 7.9 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 Street @ York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 32

Lanes, Volumes, Timings Existing Traffic Volumes 332: Maitland Street & Dundas Street AM Peak Hour Volume (vph) 21 389 5 14 319 10 14 21 14 13 8 12 Storage Length (m) 0.0 15.0 0.0 15.0 0.0 0.0 0.0 0.0 Storage Lanes 0 1 0 1 0 0 0 0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 0.65 0.99 0.84 0.91 0.89 Frt 0.850 0.850 0.962 0.951 Flt Protected 0.997 0.998 0.986 0.981 Satd. Flow (prot) 0 1732 1572 0 1695 1483 0 1448 0 0 1590 0 Flt Permitted 0.974 0.979 0.902 0.901 Satd. Flow (perm) 0 1686 1025 0 1654 1253 0 1288 0 0 1359 0 Satd. Flow (RTOR) 27 27 15 13 Link Speed (k/h) 50 50 50 50 Link Distance (m) 250.1 236.6 152.7 147.8 Travel Time (s) 18.0 17.0 11.0 10.6 Confl. Peds. (#/hr) 36 87 87 36 33 63 63 33 Heavy Vehicles (%) 15% 6% 0% 7% 9% 6% 17% 17% 6% 7% 0% 3% Adj. Flow (vph) 23 423 5 15 347 11 15 23 15 14 9 13 Lane Group Flow (vph) 0 446 5 0 362 11 0 53 0 0 36 0 Median Width(m) 3.6 3.6 0.0 0.0 Number of Detectors 1 1 1 1 1 1 1 1 1 1 Detector Template Leading Detector (m) 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm D.Pm NA Perm Perm NA D.Pm NA Protected Phases 2 6 4 8 Permitted Phases 2 2 2 6 4 4 Detector Phase 2 2 2 2 6 6 4 4 4 8 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 @ 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) 18.1 18.1 18.1 18.1 18.1 18.1 21.5 21.5 21.5 21.5 Total Split (s) 71.0 71.0 71.0 71.0 71.0 71.0 29.0 29.0 29.0 29.0 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) 65.9 65.9 65.9 65.9 65.9 65.9 23.5 23.5 23.5 23.5 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 1.8 1.8 1.8 1.8 1.8 1.8 2.2 2.2 2.2 2.2 Lost Time Adjust (s) -1.0-1.0-1.0-1.0-1.4-1.4 Total Lost Time (s) 4.1 4.1 4.1 4.1 4.1 4.1 Lead/Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode C-Max C-Max C-Max C-Max Max Max None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 6.0 6.0 6.0 6.0 6.0 6.0 9.0 9.0 9.0 9.0 Pedestrian Calls (#/hr) 10 10 10 10 10 10 10 10 10 10 Act Effct Green (s) 84.1 84.1 84.1 84.1 11.1 11.1 Actuated g/c Ratio 0.84 0.84 0.84 0.84 0.11 0.11 v/c Ratio 0.31 0.01 0.26 0.01 0.34 0.22 Control Delay 1.6 0.0 5.9 2.9 38.2 34.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 1.6 0.0 5.9 2.9 38.2 34.2 LOS A A A A D C Approach Delay 1.6 5.9 38.2 34.2 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 Street @ York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 34

Lanes, Volumes, Timings Existing Traffic Volumes 334: Adelaide Street & Dundas Street AM Peak Hour Volume (vph) 0 225 25 0 241 26 0 972 42 0 926 57 Storage Length (m) 0.0 75.0 0.0 0.0 0.0 0.0 0.0 0.0 Storage Lanes 0 1 0 0 0 0 0 0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Ped Bike Factor 0.97 1.00 0.99 Frt 0.850 0.987 0.994 0.991 Flt Protected Satd. Flow (prot) 0 1762 1483 0 1631 0 0 3312 0 0 3351 0 Flt Permitted Satd. Flow (perm) 0 1762 1483 0 1631 0 0 3312 0 0 3351 0 Satd. Flow (RTOR) 27 6 7 9 Link Speed (k/h) 50 50 50 50 Link Distance (m) 94.2 234.5 156.9 148.4 Travel Time (s) 6.8 16.9 11.3 10.7 Confl. Peds. (#/hr) 268 268 45 40 40 45 Heavy Vehicles (%) 0% 5% 6% 0% 9% 4% 0% 5% 4% 0% 3% 6% Adj. Flow (vph) 0 245 27 0 262 28 0 1057 46 0 1007 62 Lane Group Flow (vph) 0 245 27 0 290 0 0 1103 0 0 1069 0 Median Width(m) 0.0 0.0 3.6 3.6 Turn Type NA Perm NA NA NA Protected Phases 6 2 8 4 Permitted Phases 6 6 2 Minimum Split (s) 27.8 27.8 27.8 25.5 25.5 Total Split (s) 43.0 43.0 43.0 57.0 57.0 Total Split (%) 43.0% 43.0% 43.0% 57.0% 57.0% Maximum Green (s) 37.2 37.2 37.2 51.5 51.5 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.5 2.5 2.5 2.2 2.2 Lost Time Adjust (s) -1.8-1.8-1.8-1.5-1.5 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 Lead/Lag Walk Time (s) 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 15.0 15.0 15.0 13.0 13.0 Pedestrian Calls (#/hr) 0 0 0 0 0 Act Effct Green (s) 39.0 39.0 39.0 53.0 53.0 @ 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 0.39 0.39 0.39 0.53 0.53 v/c Ratio 0.36 0.05 0.45 0.63 0.60 Control Delay 14.2 3.4 25.0 9.1 25.8 Queue Delay 0.0 0.0 0.0 1.2 0.5 Total Delay 14.2 3.4 25.0 10.3 26.3 LOS B A C B C Approach Delay 13.2 25.0 10.3 26.3 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 - 7-10 / 3-6 Splits and Phases: 334: Adelaide Street & Dundas Street @ York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 36

Lanes, Volumes, Timings Existing Traffic Volumes 347: Richmond Street & York Street AM Peak Hour Volume (vph) 111 873 47 44 406 101 60 476 246 4 179 32 Storage Length (m) 30.0 0.0 40.0 0.0 40.0 0.0 0.0 0.0 Storage Lanes 1 0 1 0 1 0 0 0 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 0.95 0.95 0.95 Ped Bike Factor 0.98 1.00 0.99 0.99 0.94 0.96 0.99 Frt 0.992 0.970 0.949 0.978 Flt Protected 0.950 0.950 0.950 0.999 Satd. Flow (prot) 1758 3039 0 1740 3238 0 1740 3192 0 0 3223 0 Flt Permitted 0.408 0.211 0.596 0.944 Satd. Flow (perm) 740 3039 0 384 3238 0 1030 3192 0 0 3045 0 Satd. Flow (RTOR) 9 49 96 23 Link Speed (k/h) 50 50 50 50 Link Distance (m) 186.6 186.8 277.9 141.9 Travel Time (s) 13.4 13.4 20.0 10.2 Confl. Peds. (#/hr) 30 28 28 30 50 62 62 50 Heavy Vehicles (%) 0% 15% 3% 1% 5% 0% 1% 1% 0% 0% 4% 12% Adj. Flow (vph) 121 949 51 48 441 110 65 517 267 4 195 35 Lane Group Flow (vph) 121 1000 0 48 551 0 65 784 0 0 234 0 Median Width(m) 3.6 3.6 3.6 3.6 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 2 2 4 4 Permitted Phases 2 2 4 4 Minimum Split (s) 24.1 24.1 24.1 24.1 24.8 24.8 24.8 24.8 Total Split (s) 59.0 59.0 59.0 59.0 41.0 41.0 41.0 41.0 Total Split (%) 59.0% 59.0% 59.0% 59.0% 41.0% 41.0% 41.0% 41.0% Maximum Green (s) 52.9 52.9 52.9 52.9 35.2 35.2 35.2 35.2 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.8 2.8 2.8 2.8 2.5 2.5 2.5 2.5 Lost Time Adjust (s) -2.1-2.1-2.1-2.1-1.8-1.8-1.8 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 12.0 12.0 12.0 12.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 55.0 55.0 55.0 55.0 37.0 37.0 37.0 @ 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 0.55 0.55 0.55 0.55 0.37 0.37 0.37 v/c Ratio 0.30 0.60 0.23 0.31 0.17 0.63 0.21 Control Delay 11.1 12.1 23.3 18.4 22.1 24.8 15.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 11.1 12.1 23.3 18.4 22.1 24.8 15.0 LOS B B C B C C B Approach Delay 12.0 18.8 24.6 15.0 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 Street @ York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 38

Lanes, Volumes, Timings Existing Traffic Volumes 349: Wellington Street & York Street AM Peak Hour Volume (vph) 100 758 131 168 560 145 284 1163 248 0 551 88 Storage Length (m) 80.0 60.0 80.0 0.0 25.0 0.0 0.0 80.0 Storage Lanes 1 1 1 1 1 0 0 1 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 0.95 1.00 0.95 1.00 Ped Bike Factor 0.95 0.92 0.99 0.87 0.95 0.96 0.85 Frt 0.850 0.850 0.974 0.850 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot) 1740 3480 1542 1643 3413 1498 1723 3166 0 0 3413 1392 Flt Permitted 0.421 0.135 0.265 Satd. Flow (perm) 733 3480 1412 230 3413 1309 458 3166 0 0 3413 1178 Satd. Flow (RTOR) 139 79 37 119 Link Speed (k/h) 50 50 50 50 Link Distance (m) 197.2 244.3 278.6 139.4 Travel Time (s) 14.2 17.6 20.1 10.0 Confl. Peds. (#/hr) 101 64 64 101 130 205 205 130 Heavy Vehicles (%) 1% 1% 2% 7% 3% 5% 2% 4% 2% 0% 3% 13% Adj. Flow (vph) 109 824 142 183 609 158 309 1264 270 0 599 96 Lane Group Flow (vph) 109 824 142 183 609 158 309 1534 0 0 599 96 Median Width(m) 3.6 3.6 3.6 3.6 Number of Detectors 1 1 1 1 1 1 1 1 1 1 Detector Template Leading Detector (m) 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm pm+pt NA Perm pm+pt NA NA Perm Protected Phases 8 7 4 5 2 6 Permitted Phases 8 8 4 4 2 6 Detector Phase 8 8 8 7 4 4 5 2 6 6 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 5.0 7.0 7.0 7.0 @ 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) 31.9 31.9 31.9 11.0 31.9 31.9 9.0 33.2 33.2 33.2 Total Split (s) 32.0 32.0 32.0 13.0 45.0 45.0 17.0 55.0 38.0 38.0 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) 26.1 26.1 26.1 9.0 39.1 39.1 13.0 48.8 31.8 31.8 Yellow Time (s) 3.3 3.3 3.3 3.0 3.3 3.3 3.0 3.3 3.3 3.3 All-Red Time (s) 2.6 2.6 2.6 1.0 2.6 2.6 1.0 2.9 2.9 2.9 Lost Time Adjust (s) -1.9-1.9-1.9 0.0-1.9-1.9 0.0-2.2-2.2-2.2 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lag Lag Lag Lead Lead Lag Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None None C-Max C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 19.0 19.0 19.0 19.0 19.0 20.0 20.0 20.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 27.5 27.5 27.5 40.5 40.5 40.5 51.5 51.5 34.8 34.8 Actuated g/c Ratio 0.28 0.28 0.28 0.40 0.40 0.40 0.52 0.52 0.35 0.35 v/c Ratio 0.54 0.86 0.29 0.83 0.44 0.27 0.78 0.93 0.50 0.20 Control Delay 60.2 63.4 23.9 55.8 18.5 9.5 35.3 26.7 21.3 4.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.2 0.0 0.0 Total Delay 60.2 63.4 23.9 55.8 18.5 9.5 35.3 29.9 21.3 4.6 LOS E E C E B A D C C A Approach Delay 57.9 24.2 30.8 19.0 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 Street @ York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 40

Lanes, Volumes, Timings Existing Traffic Volumes 351: Colborne Street & York Street AM Peak Hour Volume (vph) 132 656 52 65 644 88 149 393 68 109 379 218 Storage Length (m) 160.0 0.0 20.0 0.0 20.0 0.0 80.0 0.0 Storage Lanes 1 0 1 0 1 0 1 0 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 Ped Bike Factor 0.99 0.99 0.98 1.00 0.99 0.99 0.97 0.98 Frt 0.989 0.982 0.978 0.945 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1758 3382 0 1658 3298 0 1674 3308 0 1758 3163 0 Flt Permitted 0.226 0.239 0.349 0.430 Satd. Flow (perm) 416 3382 0 410 3298 0 609 3308 0 774 3163 0 Satd. Flow (RTOR) 10 18 29 94 Link Speed (k/h) 50 50 50 50 Link Distance (m) 241.9 245.9 278.0 139.6 Travel Time (s) 17.4 17.7 20.0 10.1 Confl. Peds. (#/hr) 18 33 33 18 24 49 49 24 Confl. Bikes (#/hr) 7 Heavy Vehicles (%) 0% 2% 4% 6% 4% 6% 5% 3% 2% 0% 3% 4% Adj. Flow (vph) 143 713 57 71 700 96 162 427 74 118 412 237 Lane Group Flow (vph) 143 770 0 71 796 0 162 501 0 118 649 0 Median Width(m) 3.6 3.6 3.6 3.6 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 6 2 8 4 Permitted Phases 6 2 8 4 Minimum Split (s) 33.9 33.9 33.9 33.9 31.9 31.9 31.9 31.9 Total Split (s) 44.0 44.0 44.0 44.0 56.0 56.0 56.0 56.0 Total Split (%) 44.0% 44.0% 44.0% 44.0% 56.0% 56.0% 56.0% 56.0% Maximum Green (s) 38.1 38.1 38.1 38.1 50.1 50.1 50.1 50.1 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.6 2.6 2.6 2.6 2.6 2.6 2.6 2.6 Lost Time Adjust (s) -1.9-1.9-1.9-1.9-1.9-1.9-1.9-1.9 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Walk Time (s) 7.0 7.0 7.0 7.0 9.0 9.0 9.0 9.0 Flash Dont Walk (s) 18.0 18.0 18.0 18.0 16.0 16.0 16.0 16.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 @ 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) 40.0 40.0 40.0 40.0 52.0 52.0 52.0 52.0 Actuated g/c Ratio 0.40 0.40 0.40 0.40 0.52 0.52 0.52 0.52 v/c Ratio 0.86 0.57 0.43 0.60 0.51 0.29 0.29 0.38 Control Delay 72.2 24.5 22.2 18.1 32.3 21.3 10.0 7.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 72.2 24.5 22.2 18.1 32.3 21.3 10.0 7.0 LOS E C C B C C B A Approach Delay 32.0 18.4 24.0 7.5 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 Street @ York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 42

Lanes, Volumes, Timings Existing Traffic Volumes 352: Maitland Street & York Street AM Peak Hour Volume (vph) 17 668 8 27 835 24 11 18 14 2 8 16 Lane Util. Factor 0.95 0.95 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 1.00 0.98 0.97 Frt 0.998 0.996 0.957 0.918 Flt Protected 0.999 0.998 0.987 0.996 Satd. Flow (prot) 0 3436 0 0 3410 0 0 1630 0 0 1581 0 Flt Permitted 0.922 0.915 0.910 0.977 Satd. Flow (perm) 0 3171 0 0 3126 0 0 1491 0 0 1547 0 Satd. Flow (RTOR) 2 6 15 17 Link Speed (k/h) 50 50 50 50 Link Distance (m) 245.9 239.6 277.7 139.8 Travel Time (s) 17.7 17.3 20.0 10.1 Confl. Peds. (#/hr) 11 10 10 11 19 24 24 19 Heavy Vehicles (%) 0% 2% 0% 14% 2% 0% 8% 5% 4% 0% 13% 0% Adj. Flow (vph) 18 726 9 29 908 26 12 20 15 2 9 17 Lane Group Flow (vph) 0 753 0 0 963 0 0 47 0 0 28 0 Median Width(m) 3.6 3.6 0.0 0.0 Number of Detectors 1 1 1 1 1 1 1 1 Detector Template Leading Detector (m) 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Perm NA D.Pm NA Perm NA D.Pm NA Protected Phases 2 6 4 8 Permitted Phases 2 2 4 4 Detector Phase 2 2 2 6 4 4 4 8 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 21.3 21.3 21.3 21.3 23.5 23.5 23.5 23.5 Total Split (s) 69.0 69.0 69.0 69.0 31.0 31.0 31.0 31.0 Total Split (%) 69.0% 69.0% 69.0% 69.0% 31.0% 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) 63.7 63.7 63.7 63.7 25.6 25.6 25.6 25.6 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.0 2.0 2.0 2.0 2.1 2.1 2.1 2.1 Lost Time Adjust (s) -1.2-1.2-1.5-1.5 Total Lost Time (s) 4.1 4.1 3.9 3.9 Lead/Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode C-Max C-Max C-Max Max None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 9.0 9.0 9.0 9.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 5 5 5 5 5 5 5 5 Act Effct Green (s) 87.4 87.4 11.2 11.2 Actuated g/c Ratio 0.87 0.87 0.11 0.11 v/c Ratio 0.27 0.35 0.26 0.15 Control Delay 1.3 5.5 19.6 30.8 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 1.3 5.5 19.6 30.8 LOS A A B C Approach Delay 1.3 5.5 19.6 30.8 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 Street @ York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 44

Lanes, Volumes, Timings Existing Traffic Volumes 357: Richmond Street & Horton Street AM Peak Hour Volume (vph) 410 800 61 13 395 88 81 334 37 71 116 45 Storage Length (m) 75.0 0.0 30.0 0.0 35.0 35.0 30.0 0.0 Storage Lanes 1 0 1 0 1 1 1 0 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 0.95 0.95 Ped Bike Factor 0.99 0.99 0.98 0.99 0.97 0.89 0.95 0.98 Frt 0.989 0.973 0.850 0.958 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1674 3322 0 1612 3229 0 1706 1814 1498 1583 3077 0 Flt Permitted 0.340 0.305 0.641 0.265 Satd. Flow (perm) 594 3322 0 505 3229 0 1112 1814 1338 421 3077 0 Satd. Flow (RTOR) 13 27 72 49 Link Speed (k/h) 48 48 50 50 Link Distance (m) 191.4 381.9 288.0 277.9 Travel Time (s) 14.4 28.6 20.7 20.0 Confl. Peds. (#/hr) 20 40 40 20 47 103 103 47 Heavy Vehicles (%) 5% 3% 15% 9% 5% 6% 3% 2% 5% 11% 3% 20% Adj. Flow (vph) 446 870 66 14 429 96 88 363 40 77 126 49 Lane Group Flow (vph) 446 936 0 14 525 0 88 363 40 77 175 0 Median Width(m) 3.6 3.6 3.6 3.6 Number of Detectors 1 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Left Thru Right Left Thru Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 2.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 2.0 10.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type pm+pt NA Perm NA Perm NA Perm Perm NA Protected Phases 5 2 6 4 8 Permitted Phases 2 6 4 4 8 Detector Phase 5 2 6 6 4 4 4 8 8 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 @ 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) 9.0 27.6 27.6 27.6 38.4 38.4 38.4 38.4 38.4 Total Split (s) 28.0 60.0 32.0 32.0 40.0 40.0 40.0 40.0 40.0 Total Split (%) 28.0% 60.0% 32.0% 32.0% 40.0% 40.0% 40.0% 40.0% 40.0% Maximum Green (s) 24.0 54.4 26.4 26.4 33.6 33.6 33.6 33.6 33.6 Yellow Time (s) 3.0 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 1.0 2.3 2.3 2.3 3.1 3.1 3.1 3.1 3.1 Lost Time Adjust (s) 0.0-1.9-1.9-1.9-2.5-2.5-2.5-2.5-2.5 Total Lost Time (s) 4.0 3.7 3.7 3.7 3.9 3.9 3.9 3.9 3.9 Lead/Lag Lead Lag Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Max C-Max C-Max None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 15.0 15.0 15.0 25.0 25.0 25.0 25.0 25.0 Pedestrian Calls (#/hr) 8 8 8 8 8 8 8 8 Act Effct Green (s) 64.2 64.5 40.9 40.9 27.9 27.9 27.9 27.9 27.9 Actuated g/c Ratio 0.64 0.64 0.41 0.41 0.28 0.28 0.28 0.28 0.28 v/c Ratio 0.75 0.44 0.07 0.39 0.28 0.72 0.09 0.66 0.20 Control Delay 28.0 6.7 33.4 31.3 28.9 40.2 2.1 61.1 21.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 28.0 6.7 33.4 31.3 28.9 40.2 2.1 61.1 21.5 LOS C A C C C D A E C Approach Delay 13.6 31.4 35.1 33.6 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 Street @ York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 46

Lanes, Volumes, Timings Existing Traffic Volumes 359: Wellington Street & Horton Street AM Peak Hour Volume (vph) 217 584 49 111 509 172 136 1267 37 55 687 107 Lane Width (m) 3.6 3.6 3.6 3.6 3.7 3.6 3.6 3.6 3.6 3.6 3.6 3.6 Storage Length (m) 30.0 0.0 75.0 70.0 45.0 40.0 25.0 30.0 Storage Lanes 1 0 1 1 1 1 1 1 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Ped Bike Factor 0.99 1.00 0.99 0.97 0.98 0.96 0.90 Frt 0.988 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1740 3334 0 1658 3353 1527 1674 3413 1367 1690 3413 1512 Flt Permitted 0.281 0.184 0.222 0.107 Satd. Flow (perm) 511 3334 0 317 3353 1481 382 3413 1309 190 3413 1361 Satd. Flow (RTOR) 10 176 128 128 Link Speed (k/h) 48 48 50 50 Link Distance (m) 381.9 487.9 283.3 278.6 Travel Time (s) 28.6 36.6 20.4 20.1 Confl. Peds. (#/hr) 20 40 40 20 93 32 32 93 Heavy Vehicles (%) 1% 4% 1% 6% 6% 3% 5% 3% 15% 4% 3% 4% Adj. Flow (vph) 236 635 53 121 553 187 148 1377 40 60 747 116 Lane Group Flow (vph) 236 688 0 121 553 187 148 1377 40 60 747 116 Median Width(m) 3.6 3.6 3.6 3.6 Headway Factor 1.04 1.04 1.04 1.04 1.02 1.04 1.04 1.04 1.04 1.04 1.04 1.04 Number of Detectors 1 1 1 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Right Left Thru Right Left Thru Right Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 2.0 10.0 2.0 2.0 10.0 2.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 2.0 10.0 2.0 2.0 10.0 2.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 3 8 7 4 5 2 1 6 Permitted Phases 8 4 4 2 2 6 6 Detector Phase 3 8 7 4 4 5 2 2 1 6 6 Switch Phase @ 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) 5.0 7.0 5.0 7.0 7.0 5.0 7.0 7.0 5.0 1.0 1.0 Minimum Split (s) 9.0 39.8 9.0 39.8 39.8 9.0 37.2 37.2 9.0 7.2 7.2 Total Split (s) 10.0 41.0 10.0 41.0 41.0 11.0 39.0 39.0 10.0 38.0 38.0 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) 6.0 34.3 6.0 34.3 34.3 7.0 32.8 32.8 6.0 31.8 31.8 Yellow Time (s) 3.0 3.3 3.0 3.3 3.3 3.0 3.3 3.3 3.0 3.3 3.3 All-Red Time (s) 1.0 3.4 1.0 3.4 3.4 1.0 2.9 2.9 1.0 2.9 2.9 Lost Time Adjust (s) 0.0-2.8 0.0-2.8-2.8 0.0-2.2-2.2 0.0-2.2-2.2 Total Lost Time (s) 4.0 3.9 4.0 3.9 3.9 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 26.0 26.0 26.0 24.0 24.0 24.0 24.0 Pedestrian Calls (#/hr) 10 10 10 10 10 10 10 Act Effct Green (s) 35.1 29.2 35.1 29.2 29.2 51.8 44.0 44.0 46.6 39.8 39.8 Actuated g/c Ratio 0.35 0.29 0.35 0.29 0.29 0.52 0.44 0.44 0.47 0.40 0.40 v/c Ratio 0.94 0.70 0.63 0.57 0.34 0.47 0.92 0.06 0.31 0.55 0.19 Control Delay 55.6 21.6 43.3 39.9 13.5 17.4 33.9 0.4 26.7 31.2 11.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 55.6 21.6 43.3 39.9 13.5 17.4 33.9 0.4 26.7 31.2 11.4 LOS E C D D B B C A C C B Approach Delay 30.3 34.7 31.5 28.4 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 Street @ York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 48

Lanes, Volumes, Timings Existing Traffic Volumes 360: Maitland Street & Horton Street AM Peak Hour Volume (vph) 53 406 5 3 613 1 1 9 12 4 5 16 Lane Util. Factor 0.95 0.95 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 1.00 0.98 0.98 Frt 0.999 0.927 0.912 Flt Protected 0.994 0.998 0.992 Satd. Flow (prot) 0 3362 0 0 3314 0 0 1484 0 0 1383 0 Flt Permitted 0.813 0.954 0.987 0.949 Satd. Flow (perm) 0 2748 0 0 3161 0 0 1467 0 0 1319 0 Satd. Flow (RTOR) 2 13 17 Link Speed (k/h) 48 48 50 50 Link Distance (m) 243.7 87.0 281.0 277.7 Travel Time (s) 18.3 6.5 20.2 20.0 Confl. Peds. (#/hr) 5 3 3 5 7 11 11 7 Heavy Vehicles (%) 1% 4% 17% 14% 6% 25% 0% 10% 17% 8% 8% 25% Adj. Flow (vph) 58 441 5 3 666 1 1 10 13 4 5 17 Lane Group Flow (vph) 0 504 0 0 670 0 0 24 0 0 26 0 Median Width(m) 3.6 3.6 0.0 0.0 Number of Detectors 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 2 6 4 8 Permitted Phases 2 6 4 8 Detector Phase 2 2 6 6 4 4 8 8 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 18.6 18.6 18.6 18.6 23.5 23.5 23.5 23.5 Total Split (s) 73.0 73.0 73.0 73.0 27.0 27.0 27.0 27.0 Total Split (%) 73.0% 73.0% 73.0% 73.0% 27.0% 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) 67.4 67.4 67.4 67.4 21.5 21.5 21.5 21.5 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.3 2.3 2.3 2.3 2.2 2.2 2.2 2.2 Lost Time Adjust (s) -1.1-1.1-1.5-1.5 Total Lost Time (s) 4.5 4.5 4.0 4.0 Lead/Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode C-Max C-Max Max Max None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 6.0 6.0 6.0 6.0 10.0 10.0 10.0 10.0 Pedestrian Calls (#/hr) 3 3 3 3 3 3 3 3 Act Effct Green (s) 87.7 87.7 10.6 10.6 Actuated g/c Ratio 0.88 0.88 0.11 0.11 v/c Ratio 0.21 0.24 0.14 0.17 Control Delay 7.1 7.4 26.0 21.2 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 7.1 7.4 26.0 21.2 LOS A A C C Approach Delay 7.1 7.4 26.0 21.2 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 Street @ York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 50

Lanes, Volumes, Timings Existing Traffic Volumes 361: Colborne Street & Horton Street AM Peak Hour Volume (vph) 293 353 14 7 429 102 40 192 7 53 176 152 Storage Length (m) 60.0 0.0 30.0 0.0 30.0 30.0 45.0 40.0 Storage Lanes 1 0 1 0 1 1 1 1 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 Ped Bike Factor 1.00 1.00 1.00 1.00 0.99 1.00 0.98 0.97 Frt 0.994 0.971 0.994 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1723 3425 0 1758 3364 0 1758 3489 0 1740 1832 1512 Flt Permitted 0.372 0.517 0.440 0.565 Satd. Flow (perm) 672 3425 0 955 3364 0 805 3489 0 1014 1832 1471 Satd. Flow (RTOR) 7 30 4 165 Link Speed (k/h) 48 48 50 50 Link Distance (m) 487.9 243.7 282.4 278.0 Travel Time (s) 36.6 18.3 20.3 20.0 Confl. Peds. (#/hr) 9 1 1 9 13 23 23 13 Heavy Vehicles (%) 2% 2% 0% 0% 1% 1% 0% 0% 0% 1% 1% 4% Adj. Flow (vph) 318 384 15 8 466 111 43 209 8 58 191 165 Lane Group Flow (vph) 318 399 0 8 577 0 43 217 0 58 191 165 Median Width(m) 3.6 3.6 3.6 3.6 Number of Detectors 1 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Left Thru Left Thru Right Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 2.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 2.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type pm+pt NA Perm NA Perm NA Perm NA Perm Protected Phases 5 2 6 4 8 Permitted Phases 2 6 4 8 8 Detector Phase 5 2 6 6 4 4 8 8 8 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 @ 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) 9.0 29.7 29.7 29.7 31.0 31.0 31.0 31.0 31.0 Total Split (s) 31.0 67.0 36.0 36.0 33.0 33.0 33.0 33.0 33.0 Total Split (%) 31.0% 67.0% 36.0% 36.0% 33.0% 33.0% 33.0% 33.0% 33.0% Maximum Green (s) 27.0 61.3 30.3 30.3 27.0 27.0 27.0 27.0 27.0 Yellow Time (s) 3.0 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 1.0 2.4 2.4 2.4 2.7 2.7 2.7 2.7 2.7 Lost Time Adjust (s) 0.0-1.7-1.7-1.7-2.0-2.0-2.0-2.0-2.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Max C-Max C-Max None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 17.0 17.0 17.0 18.0 18.0 18.0 18.0 18.0 Pedestrian Calls (#/hr) 3 3 3 3 3 3 3 3 Act Effct Green (s) 73.6 73.6 57.6 57.6 18.4 18.4 18.4 18.4 18.4 Actuated g/c Ratio 0.74 0.74 0.58 0.58 0.18 0.18 0.18 0.18 0.18 v/c Ratio 0.51 0.16 0.01 0.30 0.29 0.34 0.31 0.57 0.41 Control Delay 24.9 14.0 13.6 8.7 38.1 35.0 33.1 38.7 6.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 24.9 14.0 13.6 8.7 38.1 35.0 33.1 38.7 6.8 LOS C B B A D D C D A Approach Delay 18.8 8.8 35.5 25.2 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 Street @ York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 52

Lanes, Volumes, Timings Existing Traffic Volumes 369: Wellington Street & Grey Street AM Peak Hour Volume (vph) 0 0 0 117 22 38 42 1461 0 0 1021 27 Storage Length (m) 0.0 0.0 45.0 45.0 35.0 0.0 0.0 5.0 Storage Lanes 0 0 1 1 1 0 0 1 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Ped Bike Factor 0.99 0.98 0.99 0.93 Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 0 0 0 1723 1814 1542 1690 3413 0 0 3413 1498 Flt Permitted 0.950 0.229 Satd. Flow (perm) 0 0 0 1713 1814 1518 405 3413 0 0 3413 1394 Satd. Flow (RTOR) 29 33 Link Speed (k/h) 48 50 50 50 Link Distance (m) 250.2 489.2 303.6 283.3 Travel Time (s) 18.8 35.2 21.9 20.4 Confl. Peds. (#/hr) 3 5 5 3 20 19 19 20 Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 4% 3% 2% 2% 3% 5% Adj. Flow (vph) 0 0 0 127 24 41 46 1588 0 0 1110 29 Lane Group Flow (vph) 0 0 0 127 24 41 46 1588 0 0 1110 29 Median Width(m) 3.6 3.6 3.6 3.6 Turning Speed (k/h) 24 14 25 15 24 15 25 14 Number of Detectors 1 2 1 1 1 1 1 Detector Template Left Thru Right Left Thru Thru Right Leading Detector (m) 2.0 10.0 2.0 2.0 10.0 10.0 2.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 0.6 2.0 2.0 10.0 10.0 2.0 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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 Perm @ 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 8 2 6 Permitted Phases 8 8 2 6 Detector Phase 8 8 8 2 2 6 6 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 33.0 33.0 33.0 28.7 28.7 25.7 25.7 Total Split (s) 37.0 37.0 37.0 63.0 63.0 63.0 63.0 Total Split (%) 37.0% 37.0% 37.0% 63.0% 63.0% 63.0% 63.0% Maximum Green (s) 31.0 31.0 31.0 57.3 57.3 57.3 57.3 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.7 2.7 2.7 2.4 2.4 2.4 2.4 Lost Time Adjust (s) 0.0 0.0 0.0-1.9-1.9-1.9-1.9 Total Lost Time (s) 6.0 6.0 6.0 3.8 3.8 3.8 3.8 Lead/Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None C-Max C-Max C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 20.0 20.0 20.0 16.0 16.0 13.0 13.0 Pedestrian Calls (#/hr) 2 2 2 2 2 2 2 Act Effct Green (s) 15.2 15.2 15.2 75.0 75.0 75.0 75.0 Actuated g/c Ratio 0.15 0.15 0.15 0.75 0.75 0.75 0.75 v/c Ratio 0.49 0.09 0.16 0.15 0.62 0.43 0.03 Control Delay 43.1 32.7 16.4 7.2 8.7 7.3 3.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 43.1 32.7 16.4 7.2 8.7 7.3 3.4 LOS D C B A A A A Approach Delay 36.1 8.7 7.2 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 Street @ York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 55

Lanes, Volumes, Timings Existing Traffic Volumes 374: Adelaide Street & Hamilton Road AM Peak Hour Volume (vph) 53 317 56 99 727 166 103 902 62 147 818 35 Storage Length (m) 45.0 0.0 35.0 0.0 35.0 0.0 30.0 0.0 Storage Lanes 1 0 1 0 1 0 1 0 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 Ped Bike Factor 0.99 0.99 0.96 0.99 0.99 1.00 1.00 Frt 0.977 0.972 0.990 0.994 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1706 3234 0 1723 3258 0 1740 3355 0 1690 3322 0 Flt Permitted 0.206 0.367 0.284 0.099 Satd. Flow (perm) 365 3234 0 638 3258 0 517 3355 0 176 3322 0 Satd. Flow (RTOR) 21 33 8 6 Link Speed (k/h) 48 48 50 50 Link Distance (m) 222.7 263.8 58.0 458.1 Travel Time (s) 16.7 19.8 4.2 33.0 Confl. Peds. (#/hr) 55 74 74 55 19 37 37 19 Confl. Bikes (#/hr) 4 Heavy Vehicles (%) 3% 4% 8% 2% 3% 5% 1% 3% 8% 4% 5% 5% Adj. Flow (vph) 58 345 61 108 790 180 112 980 67 160 889 38 Lane Group Flow (vph) 58 406 0 108 970 0 112 1047 0 160 927 0 Median Width(m) 3.6 3.6 3.6 3.6 Number of Detectors 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Perm NA pm+pt NA Perm NA pm+pt NA Protected Phases 6 5 2 8 7 4 Permitted Phases 6 2 8 4 Detector Phase 6 6 5 2 8 8 7 4 Switch Phase @ 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) 7.0 7.0 5.0 7.0 7.0 7.0 5.0 7.0 Minimum Split (s) 31.3 31.3 9.0 31.3 28.5 28.5 11.0 28.5 Total Split (s) 35.0 35.0 10.0 45.0 44.0 44.0 11.0 55.0 Total Split (%) 35.0% 35.0% 10.0% 45.0% 44.0% 44.0% 11.0% 55.0% Maximum Green (s) 28.7 28.7 6.0 38.7 37.5 37.5 7.0 48.5 Yellow Time (s) 3.3 3.3 3.0 3.3 3.4 3.4 3.0 3.4 All-Red Time (s) 3.0 3.0 1.0 3.0 3.1 3.1 1.0 3.1 Lost Time Adjust (s) -2.3-2.3 0.0-2.3-2.4-2.4 0.0-2.4 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.1 4.1 4.0 4.1 Lead/Lag Lag Lag Lead Lag Lag Lead Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode C-Max C-Max None C-Max Max Max None Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 18.0 18.0 18.0 15.0 15.0 15.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 Act Effct Green (s) 31.0 31.0 41.0 41.0 39.9 39.9 51.0 50.9 Actuated g/c Ratio 0.31 0.31 0.41 0.41 0.40 0.40 0.51 0.51 v/c Ratio 0.51 0.40 0.33 0.72 0.54 0.78 0.82 0.55 Control Delay 49.5 31.0 21.7 27.4 35.0 31.0 51.4 7.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 49.5 31.0 21.7 27.4 35.0 31.0 51.4 7.9 LOS D C C C D C D A Approach Delay 33.3 26.8 31.4 14.3 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 Road @ York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 58

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) 16 0 4 132 1 74 1 252 2 2 510 2 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Hourly flow rate (vph) 17 0 4 143 1 80 1 274 2 2 554 2 Pedestrians 26 26 10 3 Lane Width (m) 3.6 3.6 3.6 3.6 Walking Speed (m/s) 1.2 1.2 1.2 1.2 Percent Blockage 2 2 1 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 287 px, platoon unblocked 0.84 0.84 0.84 0.84 0.84 0.84 vc, conflicting volume 947 890 591 877 890 304 583 302 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 842 775 419 759 775 304 409 302 tc, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tc, 2 stage (s) tf (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 91 100 99 43 100 89 100 100 cm capacity (veh/h) 199 264 517 252 264 718 946 1232 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 22 225 277 559 Volume Left 17 143 1 2 Volume Right 4 80 2 2 csh 227 328 946 1232 Volume to Capacity 0.10 0.69 0.00 0.00 Queue Length 95th (m) 2.4 36.3 0.0 0.0 Control Delay (s) 22.5 36.8 0.0 0.1 Lane LOS C E A A Approach Delay (s) 22.5 36.8 0.0 0.1 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) 0 0 46 1186 1185 77 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 0 0 50 1289 1288 84 Pedestrians 25 1 1 Lane Width (m) 0.0 3.6 3.6 Walking Speed (m/s) 1.2 1.2 1.2 Percent Blockage 0 0 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 52 px, platoon unblocked 0.74 0.74 0.74 vc, conflicting volume 2100 712 1397 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 1782 0 829 tc, single (s) 6.8 6.9 4.1 tc, 2 stage (s) tf (s) 3.5 3.3 2.2 p0 queue free % 100 100 92 cm capacity (veh/h) 49 800 590 Direction, Lane # NB 1 NB 2 SB 1 SB 2 Volume Total 480 859 859 513 Volume Left 50 0 0 0 Volume Right 0 0 0 84 csh 590 1700 1700 1700 Volume to Capacity 0.08 0.51 0.51 0.30 Queue Length 95th (m) 2.1 0.0 0.0 0.0 Control Delay (s) 2.4 0.0 0.0 0.0 Lane LOS A Approach Delay (s) 0.9 0.0 Approach LOS Average Delay 0.4 Intersection Capacity Utilization 78.5% ICU Level of Service D Page 4

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) 0 0 0 6 159 8 37 27 0 0 15 22 Hourly flow rate (vph) 0 0 0 7 173 9 40 29 0 0 16 24 Direction, Lane # WB 1 NB 1 SB 1 Volume Total (vph) 188 70 40 Volume Left (vph) 7 40 0 Volume Right (vph) 9 0 24 Hadj (s) 0.01 0.15-0.32 Departure Headway (s) 4.2 4.5 4.1 Degree Utilization, x 0.22 0.09 0.05 Capacity (veh/h) 842 758 837 Control Delay (s) 8.3 8.0 7.3 Approach Delay (s) 8.3 8.0 7.3 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) 0 0 0 2 193 13 50 106 0 0 78 170 Storage Length (m) 0.0 0.0 0.0 15.0 30.0 0.0 0.0 0.0 Storage Lanes 0 0 0 1 1 0 0 0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 0.97 0.98 0.97 Frt 0.850 0.907 Flt Protected 0.950 Satd. Flow (prot) 0 0 0 0 1814 1542 1723 1814 0 0 1597 0 Flt Permitted 0.569 Satd. Flow (perm) 0 0 0 0 1813 1489 1015 1814 0 0 1597 0 Satd. Flow (RTOR) 51 185 Link Speed (k/h) 50 50 50 50 Link Distance (m) 302.9 243.0 281.3 142.5 Travel Time (s) 21.8 17.5 20.3 10.3 Confl. Peds. (#/hr) 8 9 9 8 12 13 13 12 Adj. Flow (vph) 0 0 0 2 210 14 54 115 0 0 85 185 Lane Group Flow (vph) 0 0 0 0 212 14 54 115 0 0 270 0 Median Width(m) 0.0 0.0 3.6 3.6 Number of Detectors 1 2 1 1 2 2 Detector Template Left Thru Right Left Thru Thru Leading Detector (m) 2.0 10.0 2.0 2.0 10.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 0.6 2.0 2.0 0.6 0.6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(m) 9.4 9.4 9.4 Detector 2 Size(m) 0.6 0.6 0.6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 Turn Type Perm NA Perm Perm NA NA Protected Phases 2 4 4 Page 7

Lanes, Volumes, Timings Existing Traffic Volumes 52: Colborne Street & Grey Street PM Peak Hour Permitted Phases 2 2 4 Detector Phase 2 2 2 4 4 4 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 23.7 23.7 23.7 23.2 23.2 23.2 Total Split (s) 23.7 23.7 23.7 23.2 23.2 23.2 Total Split (%) 50.5% 50.5% 50.5% 49.5% 49.5% 49.5% Maximum Green (s) 18.0 18.0 18.0 18.0 18.0 18.0 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.4 2.4 2.4 1.9 1.9 1.9 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.7 5.7 5.2 5.2 5.2 Lead/Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode Max Max Max None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 6.0 6.0 6.0 5.0 5.0 5.0 Pedestrian Calls (#/hr) 3 3 3 3 3 3 Act Effct Green (s) 20.7 20.7 9.1 9.1 9.1 Actuated g/c Ratio 0.51 0.51 0.22 0.22 0.22 v/c Ratio 0.23 0.02 0.24 0.29 0.54 Control Delay 7.4 0.5 14.2 13.5 8.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 7.4 0.5 14.2 13.5 8.9 LOS A A B B A Approach Delay 7.0 13.7 8.9 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) 24 42 0 1052 1098 0 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 26 46 0 1143 1193 0 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) 144 339 px, platoon unblocked 0.85 0.79 0.79 vc, conflicting volume 1772 604 1200 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 970 0 727 tc, single (s) 6.8 6.9 4.1 tc, 2 stage (s) tf (s) 3.5 3.3 2.2 p0 queue free % 88 95 100 cm capacity (veh/h) 211 853 686 Direction, Lane # EB 1 NB 1 NB 2 SB 1 SB 2 Volume Total 72 572 572 597 597 Volume Left 26 0 0 0 0 Volume Right 46 0 0 0 0 csh 405 1700 1700 1700 1700 Volume to Capacity 0.18 0.34 0.34 0.35 0.35 Queue Length 95th (m) 4.8 0.0 0.0 0.0 0.0 Control Delay (s) 15.8 0.0 0.0 0.0 0.0 Lane LOS C Approach Delay (s) 15.8 0.0 0.0 Approach LOS C Average Delay 0.5 Intersection Capacity Utilization 41.9% ICU Level of Service A Page 10

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) 10 62 4 0 0 0 0 19 9 13 5 0 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Hourly flow rate (vph) 11 67 4 0 0 0 0 21 10 14 5 0 Pedestrians 5 7 6 4 Lane Width (m) 3.6 0.0 3.6 3.6 Walking Speed (m/s) 1.2 1.2 1.2 1.2 Percent Blockage 0 0 1 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked vc, conflicting volume 4 78 105 101 83 122 103 9 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 4 78 105 101 83 122 103 9 tc, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tc, 2 stage (s) tf (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 99 100 100 97 99 98 99 100 cm capacity (veh/h) 1612 1513 852 777 972 814 775 1065 Direction, Lane # EB 1 NB 1 SB 1 Volume Total 83 30 20 Volume Left 11 0 14 Volume Right 4 10 0 csh 1612 831 803 Volume to Capacity 0.01 0.04 0.02 Queue Length 95th (m) 0.2 0.9 0.6 Control Delay (s) 1.0 9.5 9.6 Lane LOS A A A Approach Delay (s) 1.0 9.5 9.6 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) 0 0 17 0 0 0 18 1415 94 47 1923 6 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Hourly flow rate (vph) 0 0 18 0 0 0 20 1538 102 51 2090 7 Pedestrians 38 14 3 2 Lane Width (m) 3.6 0.0 3.6 3.6 Walking Speed (m/s) 1.2 1.2 1.2 1.2 Percent Blockage 3 0 0 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 279 px, platoon unblocked 0.73 0.73 0.73 0.73 0.73 0.73 vc, conflicting volume 3044 3927 1089 2811 3879 836 2135 1654 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 3060 4272 378 2741 4207 836 1813 1654 tc, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tc, 2 stage (s) tf (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 100 100 96 100 100 100 92 87 cm capacity (veh/h) 3 1 436 5 1 310 236 386 Direction, Lane # EB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total 18 20 1025 615 51 1393 703 Volume Left 0 20 0 0 51 0 0 Volume Right 18 0 0 102 0 0 7 csh 436 236 1700 1700 386 1700 1700 Volume to Capacity 0.04 0.08 0.60 0.36 0.13 0.82 0.41 Queue Length 95th (m) 1.0 2.0 0.0 0.0 3.4 0.0 0.0 Control Delay (s) 13.6 21.6 0.0 0.0 15.7 0.0 0.0 Lane LOS B C C Approach Delay (s) 13.6 0.3 0.4 Approach LOS B Average Delay 0.4 Intersection Capacity Utilization 65.8% ICU Level of Service C Page 14

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) 36 72 29 0 0 0 0 72 5 17 64 0 Hourly flow rate (vph) 39 78 32 0 0 0 0 78 5 18 70 0 Direction, Lane # EB 1 NB 1 SB 1 Volume Total (vph) 149 84 88 Volume Left (vph) 39 0 18 Volume Right (vph) 32 5 0 Hadj (s) -0.04 0.00 0.08 Departure Headway (s) 4.3 4.3 4.4 Degree Utilization, x 0.18 0.10 0.11 Capacity (veh/h) 815 794 786 Control Delay (s) 8.2 7.8 7.9 Approach Delay (s) 8.2 7.8 7.9 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) 1 115 6 5 78 11 11 11 8 19 8 3 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Hourly flow rate (vph) 1 125 7 5 85 12 12 12 9 21 9 3 Pedestrians 10 16 18 7 Lane Width (m) 3.6 3.6 3.6 3.6 Walking Speed (m/s) 1.2 1.2 1.2 1.2 Percent Blockage 1 1 2 1 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked vc, conflicting volume 104 150 268 263 162 270 260 108 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 104 150 268 263 162 270 260 108 tc, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tc, 2 stage (s) tf (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 100 100 98 98 99 97 99 100 cm capacity (veh/h) 1479 1410 647 626 858 641 628 933 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 133 102 33 33 Volume Left 1 5 12 21 Volume Right 7 12 9 3 csh 1479 1410 683 658 Volume to Capacity 0.00 0.00 0.05 0.05 Queue Length 95th (m) 0.0 0.1 1.1 1.2 Control Delay (s) 0.1 0.4 10.5 10.8 Lane LOS A A B B Approach Delay (s) 0.1 0.4 10.5 10.8 Approach LOS B B Average Delay 2.5 Intersection Capacity Utilization 24.0% ICU Level of Service A Page 18

Lanes, Volumes, Timings Existing Traffic Volumes 74: Adelaide Street & Nelson Street PM Peak Hour Volume (vph) 30 44 88 47 30 68 25 912 63 22 1050 23 Storage Length (m) 35.0 0.0 25.0 0.0 0.0 0.0 0.0 0.0 Storage Lanes 1 0 1 0 0 0 0 0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 0.95 0.95 0.95 Ped Bike Factor 0.99 0.98 0.99 0.99 1.00 1.00 Frt 0.900 0.896 0.991 0.997 Flt Protected 0.950 0.950 0.999 0.999 Satd. Flow (prot) 1723 1606 0 1723 1602 0 0 3405 0 0 3430 0 Flt Permitted 0.688 0.656 0.901 0.918 Satd. Flow (perm) 1238 1606 0 1177 1602 0 0 3070 0 0 3152 0 Satd. Flow (RTOR) 87 74 15 5 Link Speed (k/h) 50 50 50 50 Link Distance (m) 411.4 72.1 138.2 143.9 Travel Time (s) 29.6 5.2 10.0 10.4 Confl. Peds. (#/hr) 7 10 10 7 6 5 5 6 Adj. Flow (vph) 33 48 96 51 33 74 27 991 68 24 1141 25 Lane Group Flow (vph) 33 144 0 51 107 0 0 1086 0 0 1190 0 Median Width(m) 3.6 3.6 0.0 0.0 Number of Detectors 1 2 1 2 1 2 1 2 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 0.6 2.0 0.6 2.0 0.6 2.0 0.6 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(m) 9.4 9.4 9.4 9.4 Detector 2 Size(m) 0.6 0.6 0.6 0.6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4 4 2 2 Page 19 Lanes, Volumes, Timings Existing Traffic Volumes 74: Adelaide Street & Nelson Street PM Peak Hour Permitted Phases 4 4 2 2 Detector Phase 4 4 4 4 2 2 2 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 24.9 24.9 24.9 24.9 23.6 23.6 23.6 23.6 Total Split (s) 26.0 26.0 26.0 26.0 54.0 54.0 54.0 54.0 Total Split (%) 32.5% 32.5% 32.5% 32.5% 67.5% 67.5% 67.5% 67.5% Maximum Green (s) 20.1 20.1 20.1 20.1 48.4 48.4 48.4 48.4 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.6 2.6 2.6 2.6 2.3 2.3 2.3 2.3 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.9 5.9 5.9 5.9 5.6 5.6 Lead/Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None C-Max C-Max C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 12.0 12.0 12.0 12.0 8.0 8.0 8.0 8.0 Pedestrian Calls (#/hr) 2 2 2 2 2 2 2 2 Act Effct Green (s) 10.5 10.5 10.5 10.5 58.0 58.0 Actuated g/c Ratio 0.13 0.13 0.13 0.13 0.72 0.72 v/c Ratio 0.20 0.51 0.33 0.39 0.49 0.52 Control Delay 31.7 19.8 35.5 16.0 6.2 6.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 31.7 19.8 35.5 16.0 6.2 6.6 LOS C B D B A A Approach Delay 22.0 22.3 6.2 6.6 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

Lanes, Volumes, Timings Existing Traffic Volumes 307: Richmond Street & Dufferin Avenue PM Peak Hour Volume (vph) 144 305 40 37 253 79 5 400 70 171 441 57 Storage Length (m) 80.0 0.0 25.0 0.0 55.0 0.0 60.0 60.0 Storage Lanes 1 0 1 0 1 0 1 1 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 1.00 Ped Bike Factor 0.90 0.98 0.94 0.94 0.73 0.97 0.93 0.47 Frt 0.983 0.964 0.978 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1758 1757 0 1627 1623 0 1690 3071 0 1723 3255 1542 Flt Permitted 0.294 0.273 0.478 0.386 Satd. Flow (perm) 492 1757 0 440 1623 0 625 3071 0 652 3255 727 Satd. Flow (RTOR) 6 15 18 62 Link Speed (k/h) 50 50 50 50 Link Distance (m) 225.7 153.6 71.2 162.2 Travel Time (s) 16.3 11.1 5.1 11.7 Confl. Peds. (#/hr) 135 88 88 135 242 80 80 242 Confl. Bikes (#/hr) 10 8 6 8 Heavy Vehicles (%) 0% 1% 4% 8% 1% 9% 4% 9% 5% 2% 8% 2% Adj. Flow (vph) 157 332 43 40 275 86 5 435 76 186 479 62 Lane Group Flow (vph) 157 375 0 40 361 0 5 511 0 186 479 62 Median Width(m) 3.6 3.6 3.6 3.6 Number of Detectors 1 1 1 1 1 1 1 1 1 Detector Template Leading Detector (m) 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm NA Perm NA pm+pt NA Perm Protected Phases 8 4 2 1 6 Permitted Phases 8 4 2 6 6 Detector Phase 8 8 4 4 2 2 1 6 6 Switch Phase Page 21 Lanes, Volumes, Timings Existing Traffic Volumes 307: Richmond Street & Dufferin Avenue PM Peak Hour Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 5.0 7.0 7.0 Minimum Split (s) 24.8 24.8 24.8 24.8 30.4 30.4 9.0 30.6 30.6 Total Split (s) 50.0 50.0 50.0 50.0 47.0 47.0 23.0 70.0 70.0 Total Split (%) 41.7% 41.7% 41.7% 41.7% 39.2% 39.2% 19.2% 58.3% 58.3% Maximum Green (s) 44.3 44.3 44.2 44.2 41.6 41.6 19.0 64.4 64.4 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.0 3.3 3.3 All-Red Time (s) 2.4 2.4 2.5 2.5 2.1 2.1 1.0 2.3 2.3 Lost Time Adjust (s) -1.8-1.8-1.8-1.8-1.4-1.4 0.0-1.4-1.4 Total Lost Time (s) 3.9 3.9 4.0 4.0 4.0 4.0 4.0 4.2 4.2 Lead/Lag Lag Lag Lead Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None C-Max C-Max None C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 17.0 17.0 17.0 17.0 Flash Dont Walk (s) 12.0 12.0 12.0 12.0 8.0 8.0 8.0 8.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 36.7 36.7 36.6 36.6 60.1 60.1 75.4 75.2 75.2 Actuated g/c Ratio 0.31 0.31 0.30 0.30 0.50 0.50 0.63 0.63 0.63 v/c Ratio 1.05 0.69 0.30 0.71 0.02 0.33 0.36 0.23 0.13 Control Delay 126.5 42.0 34.8 42.6 21.8 20.3 13.1 11.4 3.8 Queue Delay 0.0 0.0 0.0 0.2 0.0 0.0 0.0 0.0 0.0 Total Delay 126.5 42.0 34.8 42.8 21.8 20.3 13.1 11.4 3.8 LOS F D C D C C B B A Approach Delay 67.0 42.0 20.3 11.2 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

Lanes, Volumes, Timings Existing Traffic Volumes 309: Wellington Street & Dufferin Avenue PM Peak Hour Volume (vph) 33 381 179 46 171 26 132 529 95 5 405 53 Storage Length (m) 0.0 20.0 40.0 0.0 0.0 0.0 0.0 50.0 Storage Lanes 0 1 1 1 0 0 0 1 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 0.95 0.95 0.95 Ped Bike Factor 1.00 0.91 0.97 0.93 0.98 0.98 Frt 0.850 0.850 0.981 0.983 Flt Protected 0.996 0.950 0.991 Satd. Flow (prot) 0 1789 1557 1706 1832 1527 0 3313 0 0 3283 0 Flt Permitted 0.964 0.358 0.698 0.948 Satd. Flow (perm) 0 1725 1409 623 1832 1413 0 2304 0 0 3112 0 Satd. Flow (RTOR) 92 28 17 15 Link Speed (k/h) 50 50 50 50 Link Distance (m) 200.8 242.1 160.6 405.1 Travel Time (s) 14.5 17.4 11.6 29.2 Confl. Peds. (#/hr) 46 61 61 46 73 45 45 73 Heavy Vehicles (%) 3% 3% 1% 3% 1% 3% 1% 2% 5% 4% 3% 3% Adj. Flow (vph) 36 414 195 50 186 28 143 575 103 5 440 58 Lane Group Flow (vph) 0 450 195 50 186 28 0 821 0 0 503 0 Median Width(m) 3.6 3.6 0.0 0.0 Turn Type Perm NA Perm Perm NA Perm Perm NA Perm NA Protected Phases 4 4 2 2 Permitted Phases 4 4 4 4 2 2 Minimum Split (s) 32.7 32.7 32.7 32.7 32.7 32.7 32.7 32.7 32.7 32.7 Total Split (s) 62.0 62.0 62.0 62.0 62.0 62.0 58.0 58.0 58.0 58.0 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) 56.3 56.3 56.3 56.3 56.3 56.3 52.3 52.3 52.3 52.3 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 Lost Time Adjust (s) -1.8-1.8-1.8-1.8-1.8-1.7-1.7 Total Lost Time (s) 3.9 3.9 3.9 3.9 3.9 4.0 4.0 Lead/Lag Walk Time (s) 16.0 16.0 16.0 16.0 16.0 16.0 14.0 14.0 14.0 14.0 Flash Dont Walk (s) 10.0 10.0 10.0 10.0 10.0 10.0 12.0 12.0 12.0 12.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0 0 Act Effct Green (s) 58.1 58.1 58.1 58.1 58.1 54.0 54.0 Page 23 Lanes, Volumes, Timings Existing Traffic Volumes 309: Wellington Street & Dufferin Avenue PM Peak Hour Actuated g/c Ratio 0.48 0.48 0.48 0.48 0.48 0.45 0.45 v/c Ratio 0.54 0.27 0.17 0.21 0.04 0.78 0.36 Control Delay 24.6 10.4 19.3 18.6 5.8 34.0 21.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.1 0.0 Total Delay 24.6 10.4 19.3 18.6 5.8 34.1 21.8 LOS C B B B A C C Approach Delay 20.3 17.4 34.1 21.8 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

Lanes, Volumes, Timings Existing Traffic Volumes 311: Colborne Street & Dufferin Avenue PM Peak Hour Volume (vph) 74 133 93 41 73 11 39 470 24 5 397 40 Storage Length (m) 35.0 0.0 30.0 0.0 100.0 0.0 20.0 0.0 Storage Lanes 1 0 1 0 1 0 1 0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.89 0.91 0.89 0.98 0.98 1.00 0.99 Frt 0.938 0.980 0.993 0.986 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1758 1556 0 1723 1756 0 1723 1814 0 1758 1793 0 Flt Permitted 0.696 0.491 0.390 0.345 Satd. Flow (perm) 1152 1556 0 792 1756 0 692 1814 0 638 1793 0 Satd. Flow (RTOR) 33 7 4 7 Link Speed (k/h) 50 50 50 50 Link Distance (m) 239.0 129.8 158.9 405.2 Travel Time (s) 17.2 9.3 11.4 29.2 Confl. Peds. (#/hr) 34 58 58 34 20 8 8 20 Heavy Vehicles (%) 0% 1% 2% 2% 1% 4% 2% 1% 2% 0% 1% 0% Adj. Flow (vph) 80 145 101 45 79 12 42 511 26 5 432 43 Lane Group Flow (vph) 80 246 0 45 91 0 42 537 0 5 475 0 Median Width(m) 3.6 3.6 3.6 3.6 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4 4 2 2 Permitted Phases 4 4 2 2 Minimum Split (s) 22.7 22.7 22.7 22.7 22.7 22.7 22.7 22.7 Total Split (s) 47.0 47.0 47.0 47.0 73.0 73.0 73.0 73.0 Total Split (%) 39.2% 39.2% 39.2% 39.2% 60.8% 60.8% 60.8% 60.8% Maximum Green (s) 41.3 41.3 41.3 41.3 67.3 67.3 67.3 67.3 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 Lost Time Adjust (s) -1.7-1.7-1.7-1.7-1.7-1.7-1.7-1.7 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 43.0 43.0 43.0 43.0 69.0 69.0 69.0 69.0 Page 25 Lanes, Volumes, Timings Existing Traffic Volumes 311: Colborne Street & Dufferin Avenue PM Peak Hour Actuated g/c Ratio 0.36 0.36 0.36 0.36 0.58 0.58 0.58 0.58 v/c Ratio 0.19 0.43 0.16 0.14 0.11 0.51 0.01 0.46 Control Delay 28.2 27.7 28.2 24.8 12.5 17.4 11.2 16.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 2.3 0.0 0.0 Total Delay 28.2 27.7 28.2 24.8 12.5 19.7 11.2 16.3 LOS C C C C B B B B Approach Delay 27.9 25.9 19.2 16.2 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

Lanes, Volumes, Timings Existing Traffic Volumes 327: Richmond Street & Dundas Street PM Peak Hour Volume (vph) 1 256 2 0 203 15 0 455 3 2 479 1 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 0.95 0.95 Ped Bike Factor 1.00 0.97 1.00 1.00 Frt 0.999 0.991 0.999 Flt Protected Satd. Flow (prot) 0 1642 0 0 1566 0 0 3086 0 0 3127 0 Flt Permitted 0.999 0.954 Satd. Flow (perm) 0 1639 0 0 1566 0 0 3086 0 0 2980 0 Satd. Flow (RTOR) 4 1 Link Speed (k/h) 50 50 50 50 Link Distance (m) 188.5 186.0 138.5 153.6 Travel Time (s) 13.6 13.4 10.0 11.1 Confl. Peds. (#/hr) 527 342 342 527 618 303 303 618 Heavy Vehicles (%) 0% 1% 0% 0% 2% 0% 0% 2% 0% 0% 1% 0% Adj. Flow (vph) 1 278 2 0 221 16 0 495 3 2 521 1 Lane Group Flow (vph) 0 281 0 0 237 0 0 498 0 0 524 0 Median Width(m) 0.0 0.0 3.6 3.6 Headway Factor 1.18 1.18 1.18 1.18 1.18 1.18 1.18 1.18 1.18 1.18 1.18 1.18 Turn Type Perm NA NA NA Perm NA Protected Phases 2 2 4 4 Permitted Phases 2 4 Minimum Split (s) 20.4 20.4 20.4 17.4 17.4 17.4 Total Split (s) 62.0 62.0 62.0 58.0 58.0 58.0 Total Split (%) 51.7% 51.7% 51.7% 48.3% 48.3% 48.3% Maximum Green (s) 56.6 56.6 56.6 52.6 52.6 52.6 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.1 2.1 2.1 2.1 2.1 2.1 Lost Time Adjust (s) -1.0-1.0-1.4-1.4 Total Lost Time (s) 4.4 4.4 4.0 4.0 Lead/Lag Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 8.0 8.0 8.0 5.0 5.0 5.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 Act Effct Green (s) 57.6 57.6 54.0 54.0 Actuated g/c Ratio 0.48 0.48 0.45 0.45 v/c Ratio 0.36 0.31 0.36 0.39 Control Delay 21.2 20.2 22.5 23.1 Page 27 Lanes, Volumes, Timings Existing Traffic Volumes 327: Richmond Street & Dundas Street PM Peak Hour Queue Delay 0.0 0.0 0.0 0.0 Total Delay 21.2 20.2 22.5 23.1 LOS C C C C Approach Delay 21.2 20.2 22.5 23.1 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 - 7-9 / 3-6 Splits and Phases: 327: Richmond Street & Dundas Street Page 28

Lanes, Volumes, Timings Existing Traffic Volumes 329: Wellington Street & Dundas Street PM Peak Hour Volume (vph) 78 232 62 138 144 66 59 939 133 119 705 15 Storage Length (m) 0.0 15.0 60.0 0.0 40.0 70.0 30.0 0.0 Storage Lanes 0 1 1 1 1 1 1 0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 0.95 Ped Bike Factor 0.93 0.74 0.88 0.66 0.86 0.67 0.96 0.99 Frt 0.850 0.850 0.850 0.997 Flt Protected 0.988 0.950 0.950 0.950 Satd. Flow (prot) 0 1662 1367 1706 1713 1512 1723 3446 1542 1740 3428 0 Flt Permitted 0.877 0.412 0.286 0.194 Satd. Flow (perm) 0 1379 1017 649 1713 992 445 3446 1031 340 3428 0 Satd. Flow (RTOR) 27 27 110 3 Link Speed (k/h) 50 50 50 50 Link Distance (m) 197.2 245.0 144.4 148.5 Travel Time (s) 14.2 17.6 10.4 10.7 Confl. Peds. (#/hr) 411 208 208 411 344 262 262 344 Heavy Vehicles (%) 4% 12% 15% 3% 8% 4% 2% 2% 2% 1% 1% 0% Adj. Flow (vph) 85 252 67 150 157 72 64 1021 145 129 766 16 Lane Group Flow (vph) 0 337 67 150 157 72 64 1021 145 129 782 0 Median Width(m) 3.6 3.6 3.6 3.6 Turn Type Perm NA Perm Perm NA Perm Perm NA Perm Perm NA Protected Phases 8 4 2 6 Permitted Phases 8 8 4 4 2 2 6 Minimum Split (s) 36.7 36.7 36.7 36.7 36.7 36.7 28.0 28.0 28.0 28.0 28.0 Total Split (s) 52.0 52.0 52.0 52.0 52.0 52.0 68.0 68.0 68.0 68.0 68.0 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) 45.3 45.3 45.3 45.3 45.3 45.3 62.0 62.0 62.0 62.0 62.0 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 3.4 3.4 3.4 3.4 3.4 3.4 2.7 2.7 2.7 2.7 2.7 Lost Time Adjust (s) -2.7-2.7-2.7-2.7-2.7-2.0-2.0-2.0-2.0-2.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 23.0 23.0 23.0 23.0 23.0 23.0 15.0 15.0 15.0 15.0 15.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0 0 0 Act Effct Green (s) 48.0 48.0 48.0 48.0 48.0 64.0 64.0 64.0 64.0 64.0 Page 29 Lanes, Volumes, Timings Existing Traffic Volumes 329: Wellington Street & Dundas Street PM Peak Hour Actuated g/c Ratio 0.40 0.40 0.40 0.40 0.40 0.53 0.53 0.53 0.53 0.53 v/c Ratio 0.61 0.16 0.58 0.23 0.17 0.27 0.56 0.24 0.71 0.43 Control Delay 34.4 15.9 38.9 24.9 16.6 19.1 20.0 5.5 46.0 17.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 2.2 0.0 0.0 0.7 Total Delay 34.4 15.9 38.9 24.9 16.6 19.1 22.2 5.5 46.0 18.4 LOS C B D C B B C A D B Approach Delay 31.3 28.9 20.0 22.3 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

Lanes, Volumes, Timings Existing Traffic Volumes 331: Colborne Street & Dundas Street PM Peak Hour Volume (vph) 51 366 60 64 305 73 56 497 70 69 431 41 Storage Length (m) 40.0 15.0 55.0 15.0 40.0 30.0 45.0 0.0 Storage Lanes 1 1 1 1 1 1 1 0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.89 0.70 0.90 0.72 0.96 0.87 0.97 0.99 Frt 0.850 0.850 0.850 0.987 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1706 1745 1456 1758 1745 1512 1758 1832 1557 1758 1784 0 Flt Permitted 0.392 0.317 0.358 0.339 Satd. Flow (perm) 623 1745 1015 530 1745 1088 634 1832 1359 608 1784 0 Satd. Flow (RTOR) 28 34 48 7 Link Speed (k/h) 50 50 50 50 Link Distance (m) 239.2 250.1 76.3 147.7 Travel Time (s) 17.2 18.0 5.5 10.6 Confl. Peds. (#/hr) 93 101 101 93 52 40 40 52 Heavy Vehicles (%) 3% 6% 8% 0% 6% 4% 0% 1% 1% 0% 1% 0% Adj. Flow (vph) 55 398 65 70 332 79 61 540 76 75 468 45 Lane Group Flow (vph) 55 398 65 70 332 79 61 540 76 75 513 0 Median Width(m) 3.6 3.6 3.6 3.6 Turn Type Perm NA Perm Perm NA Perm Perm NA Perm Perm NA Protected Phases 2 2 4 4 Permitted Phases 2 2 2 2 4 4 4 Minimum Split (s) 26.9 26.9 26.9 26.9 26.9 26.9 28.1 28.1 28.1 28.1 28.1 Total Split (s) 48.0 48.0 48.0 48.0 48.0 48.0 72.0 72.0 72.0 72.0 72.0 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) 42.1 42.1 42.1 42.1 42.1 42.1 65.9 65.9 65.9 65.9 65.9 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.4 3.4 3.4 3.4 3.4 All-Red Time (s) 2.6 2.6 2.6 2.6 2.6 2.6 2.7 2.7 2.7 2.7 2.7 Lost Time Adjust (s) -1.9-1.9-1.9-1.9-1.9-1.9-2.0-2.0-2.0-2.0-2.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.1 4.1 4.1 4.1 4.1 Lead/Lag Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 14.0 14.0 14.0 14.0 14.0 14.0 15.0 15.0 15.0 15.0 15.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0 0 0 Act Effct Green (s) 44.0 44.0 44.0 44.0 44.0 44.0 67.9 67.9 67.9 67.9 67.9 Page 31 Lanes, Volumes, Timings Existing Traffic Volumes 331: Colborne Street & Dundas Street PM Peak Hour Actuated g/c Ratio 0.37 0.37 0.37 0.37 0.37 0.37 0.57 0.57 0.57 0.57 0.57 v/c Ratio 0.24 0.62 0.17 0.36 0.52 0.19 0.17 0.52 0.10 0.22 0.51 Control Delay 30.0 36.4 17.2 31.8 31.0 14.3 14.1 18.3 5.7 15.0 17.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.0 0.0 0.0 2.4 Total Delay 30.0 36.4 17.2 31.8 31.0 14.3 14.1 21.3 5.7 15.0 20.2 LOS C D B C C B B C A B C Approach Delay 33.3 28.4 18.9 19.6 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

Lanes, Volumes, Timings Existing Traffic Volumes 332: Maitland Street & Dundas Street PM Peak Hour Volume (vph) 8 430 4 11 404 9 14 8 14 20 4 24 Storage Length (m) 0.0 15.0 0.0 15.0 0.0 0.0 0.0 0.0 Storage Lanes 0 1 0 1 0 0 0 0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 0.64 1.00 0.65 0.91 0.89 Frt 0.850 0.850 0.948 0.932 Flt Protected 0.999 0.999 0.981 0.979 Satd. Flow (prot) 0 1698 1392 0 1730 1572 0 1524 0 0 1472 0 Flt Permitted 0.992 0.986 0.893 0.885 Satd. Flow (perm) 0 1682 885 0 1702 1022 0 1326 0 0 1276 0 Satd. Flow (RTOR) 23 23 15 26 Link Speed (k/h) 50 50 50 50 Link Distance (m) 250.1 236.6 152.7 147.8 Travel Time (s) 18.0 17.0 11.0 10.6 Confl. Peds. (#/hr) 73 76 76 73 39 31 31 39 Heavy Vehicles (%) 0% 9% 13% 0% 7% 0% 10% 8% 5% 0% 42% 6% Adj. Flow (vph) 9 467 4 12 439 10 15 9 15 22 4 26 Lane Group Flow (vph) 0 476 4 0 451 10 0 39 0 0 52 0 Median Width(m) 3.6 3.6 0.0 0.0 Number of Detectors 1 1 1 1 1 1 1 1 1 1 Detector Template Leading Detector (m) 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm Perm NA Perm Perm NA Perm NA Protected Phases 2 6 4 8 Permitted Phases 2 2 6 6 4 8 Detector Phase 2 2 2 6 6 6 4 4 8 8 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Page 33 Lanes, Volumes, Timings Existing Traffic Volumes 332: Maitland Street & Dundas Street PM Peak Hour Minimum Split (s) 18.1 18.1 18.1 18.1 18.1 18.1 23.5 23.5 23.5 23.5 Total Split (s) 91.0 91.0 91.0 91.0 91.0 91.0 29.0 29.0 29.0 29.0 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) 85.9 85.9 85.9 85.9 85.9 85.9 23.5 23.5 23.5 23.5 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 1.8 1.8 1.8 1.8 1.8 1.8 2.2 2.2 2.2 2.2 Lost Time Adjust (s) -1.0-1.0-1.0-1.0-1.4-1.4 Total Lost Time (s) 4.1 4.1 4.1 4.1 4.1 4.1 Lead/Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode C-Max C-Max C-Max Max Max Max None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 6.0 6.0 6.0 6.0 6.0 6.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 10 10 10 10 10 10 10 10 10 10 Act Effct Green (s) 103.8 103.8 103.8 103.8 11.3 11.3 Actuated g/c Ratio 0.86 0.86 0.86 0.86 0.09 0.09 v/c Ratio 0.33 0.01 0.31 0.01 0.28 0.36 Control Delay 1.1 0.0 3.0 0.4 38.7 35.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 1.1 0.0 3.0 0.4 38.7 35.7 LOS A A A A D D Approach Delay 1.1 2.9 38.7 35.7 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

Lanes, Volumes, Timings Existing Traffic Volumes 334: Adelaide Street & Dundas Street PM Peak Hour Volume (vph) 0 362 51 0 284 46 0 1051 71 0 1037 28 Storage Length (m) 0.0 75.0 0.0 0.0 0.0 0.0 0.0 0.0 Storage Lanes 0 1 0 0 0 0 0 0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Ped Bike Factor 0.95 0.99 1.00 Frt 0.850 0.981 0.991 0.996 Flt Protected Satd. Flow (prot) 0 1762 1456 0 1669 0 0 3381 0 0 3424 0 Flt Permitted Satd. Flow (perm) 0 1762 1456 0 1669 0 0 3381 0 0 3424 0 Satd. Flow (RTOR) 36 9 8 3 Link Speed (k/h) 50 50 50 50 Link Distance (m) 94.2 234.5 156.9 148.4 Travel Time (s) 6.8 16.9 11.3 10.7 Confl. Peds. (#/hr) 357 357 48 77 77 48 Heavy Vehicles (%) 0% 5% 8% 0% 4% 0% 0% 2% 0% 0% 2% 0% Adj. Flow (vph) 0 393 55 0 309 50 0 1142 77 0 1127 30 Lane Group Flow (vph) 0 393 55 0 359 0 0 1219 0 0 1157 0 Median Width(m) 0.0 0.0 3.6 3.6 Turn Type NA Perm NA NA NA Protected Phases 6 2 8 4 Permitted Phases 6 Minimum Split (s) 30.8 30.8 30.8 34.5 34.5 Total Split (s) 58.0 58.0 58.0 62.0 62.0 Total Split (%) 48.3% 48.3% 48.3% 51.7% 51.7% Maximum Green (s) 52.2 52.2 52.2 56.5 56.5 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.5 2.5 2.5 2.2 2.2 Lost Time Adjust (s) -1.8-1.8-1.8-1.5-1.5 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 Lead/Lag Walk Time (s) 10.0 10.0 10.0 16.0 16.0 Flash Dont Walk (s) 15.0 15.0 15.0 13.0 13.0 Pedestrian Calls (#/hr) 0 0 0 0 0 Act Effct Green (s) 54.0 54.0 54.0 58.0 58.0 Page 35 Lanes, Volumes, Timings Existing Traffic Volumes 334: Adelaide Street & Dundas Street PM Peak Hour Actuated g/c Ratio 0.45 0.45 0.45 0.48 0.48 v/c Ratio 0.50 0.08 0.47 0.74 0.70 Control Delay 26.1 9.2 25.1 28.3 26.9 Queue Delay 0.0 0.0 0.0 7.2 6.2 Total Delay 26.1 9.2 25.1 35.6 33.2 LOS C A C D C Approach Delay 24.0 25.1 35.6 33.2 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

Lanes, Volumes, Timings Existing Traffic Volumes 347: Richmond Street & York Street PM Peak Hour Volume (vph) 84 500 92 215 939 78 33 257 70 4 400 60 Storage Length (m) 30.0 0.0 40.0 0.0 40.0 0.0 0.0 0.0 Storage Lanes 1 0 1 0 1 0 0 0 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 0.95 0.95 0.95 Ped Bike Factor 0.99 0.98 0.97 0.99 0.92 0.96 0.97 Frt 0.977 0.988 0.968 0.981 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot) 1758 3208 0 1758 3259 0 1758 3218 0 0 3306 0 Flt Permitted 0.207 0.379 0.311 0.952 Satd. Flow (perm) 378 3208 0 679 3259 0 531 3218 0 0 3145 0 Satd. Flow (RTOR) 37 15 28 13 Link Speed (k/h) 50 50 50 50 Link Distance (m) 186.6 186.8 277.9 141.9 Travel Time (s) 13.4 13.4 20.0 10.2 Confl. Peds. (#/hr) 53 45 45 53 116 82 82 116 Heavy Vehicles (%) 0% 6% 2% 0% 6% 1% 0% 2% 2% 0% 1% 3% Adj. Flow (vph) 91 543 100 234 1021 85 36 279 76 4 435 65 Lane Group Flow (vph) 91 643 0 234 1106 0 36 355 0 0 504 0 Median Width(m) 3.6 3.6 3.6 3.6 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 2 2 4 4 Permitted Phases 2 2 4 4 Minimum Split (s) 24.1 24.1 24.1 24.1 24.8 24.8 24.8 24.8 Total Split (s) 83.0 83.0 83.0 83.0 37.0 37.0 37.0 37.0 Total Split (%) 69.2% 69.2% 69.2% 69.2% 30.8% 30.8% 30.8% 30.8% Maximum Green (s) 76.9 76.9 76.9 76.9 31.2 31.2 31.2 31.2 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.8 2.8 2.8 2.8 2.5 2.5 2.5 2.5 Lost Time Adjust (s) -2.1-2.1-2.1-2.1-1.8-1.8-1.8 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 12.0 12.0 12.0 12.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 79.0 79.0 79.0 79.0 33.0 33.0 33.0 Page 37 Lanes, Volumes, Timings Existing Traffic Volumes 347: Richmond Street & York Street PM Peak Hour Actuated g/c Ratio 0.66 0.66 0.66 0.66 0.28 0.28 0.28 v/c Ratio 0.37 0.30 0.52 0.51 0.25 0.39 0.58 Control Delay 14.4 8.6 15.9 11.5 43.4 35.9 39.6 Queue Delay 0.0 0.0 0.0 0.5 0.0 0.0 0.0 Total Delay 14.4 8.6 15.9 12.0 43.4 35.9 39.6 LOS B A B B D D D Approach Delay 9.3 12.7 36.6 39.6 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

Lanes, Volumes, Timings Existing Traffic Volumes 349: Wellington Street & York Street PM Peak Hour Volume (vph) 70 625 301 226 950 162 200 868 143 0 1099 202 Storage Length (m) 80.0 60.0 100.0 0.0 25.0 0.0 0.0 65.0 Storage Lanes 1 1 1 1 1 0 0 1 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 0.95 1.00 0.95 1.00 Ped Bike Factor 0.97 0.88 0.98 0.85 0.96 0.78 Frt 0.850 0.850 0.979 0.850 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot) 1723 3480 1572 1758 3480 1557 1740 3217 0 0 3413 1470 Flt Permitted 0.193 0.132 0.082 Satd. Flow (perm) 340 3480 1381 238 3480 1325 150 3217 0 0 3413 1145 Satd. Flow (RTOR) 272 65 24 99 Link Speed (k/h) 50 50 50 50 Link Distance (m) 197.2 244.3 278.6 139.4 Travel Time (s) 14.2 17.6 20.1 10.0 Confl. Peds. (#/hr) 101 81 81 101 160 192 192 160 Heavy Vehicles (%) 2% 1% 0% 0% 1% 1% 1% 3% 3% 0% 3% 7% Adj. Flow (vph) 76 679 327 246 1033 176 217 943 155 0 1195 220 Lane Group Flow (vph) 76 679 327 246 1033 176 217 1098 0 0 1195 220 Median Width(m) 3.6 3.6 3.6 3.6 Number of Detectors 1 1 1 1 1 1 1 1 1 1 Detector Template Leading Detector (m) 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm pm+pt NA Perm pm+pt NA NA Perm Protected Phases 8 7 4 5 2 6 Permitted Phases 8 8 4 4 2 2 6 Detector Phase 8 8 8 7 4 4 5 2 6 6 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 5.0 7.0 7.0 7.0 Page 39 Lanes, Volumes, Timings Existing Traffic Volumes 349: Wellington Street & York Street PM Peak Hour Minimum Split (s) 31.9 31.9 31.9 11.0 31.9 31.9 9.0 33.2 33.2 33.2 Total Split (s) 33.0 33.0 33.0 19.0 52.0 52.0 20.0 68.0 48.0 48.0 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) 27.1 27.1 27.1 15.0 46.1 46.1 16.0 61.8 41.8 41.8 Yellow Time (s) 3.3 3.3 3.3 3.0 3.3 3.3 3.0 3.3 3.3 3.3 All-Red Time (s) 2.6 2.6 2.6 1.0 2.6 2.6 1.0 2.9 2.9 2.9 Lost Time Adjust (s) -1.9-1.9-1.9 0.0-1.9-1.9 0.0-2.2-2.2-2.2 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lag Lag Lag Lead Lead Lag Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None None C-Max C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 19.0 19.0 19.0 19.0 19.0 20.0 20.0 20.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 28.2 28.2 28.2 47.2 47.2 47.2 64.8 64.8 46.8 46.8 Actuated g/c Ratio 0.24 0.24 0.24 0.39 0.39 0.39 0.54 0.54 0.39 0.39 v/c Ratio 0.95 0.83 0.61 0.87 0.76 0.31 0.81 0.63 0.90 0.43 Control Delay 135.4 53.3 13.6 58.8 35.6 17.0 56.0 40.8 45.2 18.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 37.4 0.0 Total Delay 135.4 53.3 13.6 58.8 35.6 17.0 56.0 40.8 82.6 18.2 LOS F D B E D B E D F B Approach Delay 47.1 37.2 43.3 72.6 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

Lanes, Volumes, Timings Existing Traffic Volumes 351: Colborne Street & York Street PM Peak Hour Volume (vph) 161 691 159 95 712 67 57 320 72 152 541 147 Storage Length (m) 160.0 0.0 20.0 0.0 20.0 0.0 80.0 0.0 Storage Lanes 1 0 1 0 1 0 1 0 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 Ped Bike Factor 0.99 0.97 0.97 1.00 0.99 0.99 0.97 0.99 Frt 0.972 0.987 0.973 0.968 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1758 3233 0 1723 3389 0 1690 3315 0 1740 3279 0 Flt Permitted 0.255 0.225 0.249 0.441 Satd. Flow (perm) 468 3233 0 397 3389 0 439 3315 0 784 3279 0 Satd. Flow (RTOR) 35 12 27 35 Link Speed (k/h) 50 50 50 50 Link Distance (m) 241.9 245.9 278.0 139.6 Travel Time (s) 17.4 17.7 20.0 10.1 Confl. Peds. (#/hr) 28 61 61 28 27 42 42 27 Heavy Vehicles (%) 0% 3% 0% 2% 2% 1% 4% 2% 1% 1% 2% 5% Adj. Flow (vph) 175 751 173 103 774 73 62 348 78 165 588 160 Lane Group Flow (vph) 175 924 0 103 847 0 62 426 0 165 748 0 Median Width(m) 3.6 3.6 3.6 3.6 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 6 2 8 4 Permitted Phases 6 2 8 4 Minimum Split (s) 30.9 30.9 30.9 30.9 30.9 30.9 30.9 30.9 Total Split (s) 67.0 67.0 67.0 67.0 53.0 53.0 53.0 53.0 Total Split (%) 55.8% 55.8% 55.8% 55.8% 44.2% 44.2% 44.2% 44.2% Maximum Green (s) 61.1 61.1 61.1 61.1 47.1 47.1 47.1 47.1 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.6 2.6 2.6 2.6 2.6 2.6 2.6 2.6 Lost Time Adjust (s) -1.9-1.9-1.9-1.9-1.9-1.9-1.9-1.9 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Walk Time (s) 7.0 7.0 7.0 7.0 9.0 9.0 9.0 9.0 Flash Dont Walk (s) 18.0 18.0 18.0 18.0 16.0 16.0 16.0 16.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 63.0 63.0 63.0 63.0 49.0 49.0 49.0 49.0 Page 41 Lanes, Volumes, Timings Existing Traffic Volumes 351: Colborne Street & York Street PM Peak Hour Actuated g/c Ratio 0.52 0.52 0.52 0.52 0.41 0.41 0.41 0.41 v/c Ratio 0.71 0.54 0.50 0.47 0.35 0.31 0.52 0.55 Control Delay 40.7 19.5 25.2 17.0 31.4 22.3 33.7 27.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.9 Total Delay 40.7 19.5 25.2 17.0 31.4 22.3 33.7 28.5 LOS D B C B C C C C Approach Delay 22.9 17.9 23.5 29.4 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

Lanes, Volumes, Timings Existing Traffic Volumes 352: Maitland Street & York Street PM Peak Hour Volume (vph) 2 817 7 22 920 15 20 16 28 7 8 18 Lane Util. Factor 0.95 0.95 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 1.00 0.97 0.97 Frt 0.999 0.998 0.941 0.927 Flt Protected 0.999 0.984 0.989 Satd. Flow (prot) 0 3476 0 0 3466 0 0 1656 0 0 1649 0 Flt Permitted 0.954 0.917 0.913 0.939 Satd. Flow (perm) 0 3316 0 0 3181 0 0 1518 0 0 1556 0 Satd. Flow (RTOR) 2 3 29 20 Link Speed (k/h) 50 50 50 50 Link Distance (m) 245.9 239.6 277.7 139.8 Travel Time (s) 17.7 17.3 20.0 10.1 Confl. Peds. (#/hr) 9 6 6 9 20 18 18 20 Heavy Vehicles (%) 0% 1% 0% 3% 1% 0% 0% 0% 3% 0% 0% 0% Adj. Flow (vph) 2 888 8 24 1000 16 22 17 30 8 9 20 Lane Group Flow (vph) 0 898 0 0 1040 0 0 69 0 0 37 0 Median Width(m) 3.6 3.6 0.0 0.0 Number of Detectors 1 1 1 1 1 1 1 1 Detector Template Leading Detector (m) 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 2 6 4 8 Permitted Phases 2 6 4 8 Detector Phase 2 2 6 6 4 4 8 8 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 21.3 21.3 21.3 21.3 23.5 23.5 23.5 23.5 Total Split (s) 91.0 91.0 91.0 91.0 29.0 29.0 29.0 29.0 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) 85.7 85.7 85.7 85.7 23.6 23.6 23.6 23.6 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.0 2.0 2.0 2.0 2.1 2.1 2.1 2.1 Lost Time Adjust (s) -1.2-1.2-1.5-1.5 Total Lost Time (s) 4.1 4.1 3.9 3.9 Lead/Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode C-Max C-Max Max Max None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 9.0 9.0 9.0 9.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 5 5 5 5 5 5 5 5 Act Effct Green (s) 103.6 103.6 11.7 11.7 Actuated g/c Ratio 0.86 0.86 0.10 0.10 v/c Ratio 0.31 0.38 0.40 0.22 Control Delay 1.4 2.9 36.1 30.1 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 1.4 2.9 36.1 30.1 LOS A A D C Approach Delay 1.4 2.9 36.1 30.1 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

Lanes, Volumes, Timings Existing Traffic Volumes 357: Richmond Street & Horton Street PM Peak Hour Volume (vph) 180 511 56 43 823 45 100 142 26 142 307 203 Storage Length (m) 75.0 0.0 30.0 0.0 35.0 30.0 30.0 0.0 Storage Lanes 1 0 1 0 1 1 1 0 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 0.95 0.95 Ped Bike Factor 0.99 0.97 1.00 0.99 0.88 0.92 0.98 Frt 0.985 0.992 0.850 0.940 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1612 3338 0 1598 3439 0 1674 1779 1512 1690 3122 0 Flt Permitted 0.214 0.419 0.250 0.564 Satd. Flow (perm) 363 3338 0 680 3439 0 435 1779 1336 921 3122 0 Satd. Flow (RTOR) 16 6 60 148 Link Speed (k/h) 50 50 50 50 Link Distance (m) 191.4 381.9 286.4 277.9 Travel Time (s) 13.8 27.5 20.6 20.0 Confl. Peds. (#/hr) 27 30 30 27 29 95 95 29 Heavy Vehicles (%) 9% 2% 9% 10% 1% 3% 5% 4% 4% 4% 2% 7% Adj. Flow (vph) 196 555 61 47 895 49 109 154 28 154 334 221 Lane Group Flow (vph) 196 616 0 47 944 0 109 154 28 154 555 0 Median Width(m) 3.6 3.6 3.6 3.6 Number of Detectors 1 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Left Thru Right Left Thru Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 2.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 2.0 10.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type pm+pt NA Perm NA Perm NA Perm Perm NA Protected Phases 5 2 6 4 8 Permitted Phases 2 6 6 4 4 8 Detector Phase 5 2 6 6 4 4 4 8 8 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Page 45 Lanes, Volumes, Timings Existing Traffic Volumes 357: Richmond Street & Horton Street PM Peak Hour Minimum Split (s) 9.0 27.6 27.6 27.6 38.4 38.4 38.4 38.4 38.4 Total Split (s) 15.0 72.0 57.0 57.0 48.0 48.0 48.0 48.0 48.0 Total Split (%) 12.5% 60.0% 47.5% 47.5% 40.0% 40.0% 40.0% 40.0% 40.0% Maximum Green (s) 11.0 66.4 51.4 51.4 41.6 41.6 41.6 41.6 41.6 Yellow Time (s) 3.0 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 1.0 2.3 2.3 2.3 3.1 3.1 3.1 3.1 3.1 Lost Time Adjust (s) 0.0-1.9-1.9-1.9-2.5-2.5-2.5-2.5-2.5 Total Lost Time (s) 4.0 3.7 3.7 3.7 3.9 3.9 3.9 3.9 3.9 Lead/Lag Lead Lag Lag Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Max C-Max C-Max None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 15.0 15.0 15.0 25.0 25.0 25.0 25.0 25.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 81.4 81.7 67.3 67.3 30.7 30.7 30.7 30.7 30.7 Actuated g/c Ratio 0.68 0.68 0.56 0.56 0.26 0.26 0.26 0.26 0.26 v/c Ratio 0.55 0.27 0.12 0.49 0.98 0.34 0.07 0.66 0.61 Control Delay 15.1 8.9 24.1 23.0 124.4 36.2 1.2 38.4 20.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 15.1 8.9 24.1 23.0 124.4 36.2 1.2 38.4 20.4 LOS B A C C F D A D C Approach Delay 10.4 23.0 65.8 24.3 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

Lanes, Volumes, Timings Existing Traffic Volumes 359: Wellington Street & Horton Street PM Peak Hour Volume (vph) 98 482 107 167 734 137 179 1067 104 73 1108 198 Storage Length (m) 30.0 0.0 95.0 70.0 45.0 40.0 25.0 30.0 Storage Lanes 1 0 1 1 1 1 1 1 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Ped Bike Factor 0.99 0.99 0.99 0.96 0.93 0.85 Frt 0.973 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1706 3277 0 1723 3413 1512 1723 3446 1512 1706 3446 1557 Flt Permitted 0.129 0.187 0.077 0.120 Satd. Flow (perm) 230 3277 0 335 3413 1449 140 3446 1410 216 3446 1324 Satd. Flow (RTOR) 23 149 106 106 Link Speed (k/h) 50 50 50 50 Link Distance (m) 381.9 487.9 284.9 278.6 Travel Time (s) 27.5 35.1 20.5 20.1 Confl. Peds. (#/hr) 28 38 38 28 121 49 49 121 Heavy Vehicles (%) 3% 3% 5% 2% 3% 4% 2% 2% 4% 3% 2% 1% Adj. Flow (vph) 107 524 116 182 798 149 195 1160 113 79 1204 215 Lane Group Flow (vph) 107 640 0 182 798 149 195 1160 113 79 1204 215 Median Width(m) 3.6 3.6 3.6 3.6 Number of Detectors 1 1 1 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Right Left Thru Right Left Thru Right Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 2.0 10.0 2.0 2.0 10.0 2.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 2.0 10.0 2.0 2.0 10.0 2.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 3 8 7 4 5 2 1 6 Permitted Phases 8 4 4 2 2 6 6 Detector Phase 3 8 7 4 4 5 2 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 7.0 5.0 7.0 7.0 5.0 7.0 7.0 Page 47 Lanes, Volumes, Timings Existing Traffic Volumes 359: Wellington Street & Horton Street PM Peak Hour Minimum Split (s) 9.0 39.8 9.0 39.8 39.8 9.0 37.2 37.2 9.0 37.2 37.2 Total Split (s) 11.0 41.0 13.0 43.0 43.0 12.0 54.0 54.0 12.0 54.0 54.0 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) 7.0 34.3 9.0 36.3 36.3 8.0 47.8 47.8 8.0 47.8 47.8 Yellow Time (s) 3.0 3.3 3.0 3.3 3.3 3.0 3.3 3.3 3.0 3.3 3.3 All-Red Time (s) 1.0 3.4 1.0 3.4 3.4 1.0 2.9 2.9 1.0 2.9 2.9 Lost Time Adjust (s) 0.0-2.8 0.0-2.8-2.8 0.0-2.2-2.2 0.0-2.2-2.2 Total Lost Time (s) 4.0 3.9 4.0 3.9 3.9 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 26.0 26.0 26.0 24.0 24.0 24.0 24.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 40.7 33.8 44.7 35.8 35.8 63.3 55.9 55.9 57.4 50.0 50.0 Actuated g/c Ratio 0.34 0.28 0.37 0.30 0.30 0.53 0.47 0.47 0.48 0.42 0.42 v/c Ratio 0.66 0.68 0.80 0.78 0.28 0.87 0.72 0.16 0.41 0.84 0.35 Control Delay 45.3 35.7 53.7 48.9 12.7 76.0 22.8 2.7 16.6 21.2 3.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 45.3 35.7 53.7 48.9 12.7 76.0 22.8 2.7 16.6 21.2 3.7 LOS D D D D B E C A B C A Approach Delay 37.1 44.9 28.3 18.5 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

Lanes, Volumes, Timings Existing Traffic Volumes 360: Maitland Street & Horton Street PM Peak Hour Volume (vph) 21 668 9 5 621 9 4 4 23 9 14 48 Storage Length (m) 30.0 0.0 30.0 0.0 30.0 0.0 30.0 0.0 Storage Lanes 0 0 0 0 0 0 0 0 Lane Util. Factor 0.95 0.95 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 1.00 0.97 0.96 Frt 0.998 0.998 0.898 0.909 Flt Protected 0.998 0.994 0.994 Satd. Flow (prot) 0 3394 0 0 3396 0 0 1560 0 0 1567 0 Flt Permitted 0.920 0.951 0.961 0.954 Satd. Flow (perm) 0 3126 0 0 3229 0 0 1503 0 0 1499 0 Satd. Flow (RTOR) 2 3 25 52 Link Speed (k/h) 50 50 50 50 Link Distance (m) 243.7 87.0 140.0 277.7 Travel Time (s) 17.5 6.3 10.1 20.0 Confl. Peds. (#/hr) 22 26 26 22 18 11 11 18 Heavy Vehicles (%) 0% 3% 7% 6% 3% 10% 0% 25% 0% 7% 8% 1% Adj. Flow (vph) 23 726 10 5 675 10 4 4 25 10 15 52 Lane Group Flow (vph) 0 759 0 0 690 0 0 33 0 0 77 0 Median Width(m) 3.6 3.6 0.0 0.0 Number of Detectors 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 2 6 4 8 Permitted Phases 2 6 4 8 Detector Phase 2 2 6 6 4 4 8 8 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Page 49 Lanes, Volumes, Timings Existing Traffic Volumes 360: Maitland Street & Horton Street PM Peak Hour Minimum Split (s) 18.6 18.6 18.6 18.6 22.6 22.6 22.6 22.6 Total Split (s) 87.0 87.0 87.0 87.0 33.0 33.0 33.0 33.0 Total Split (%) 72.5% 72.5% 72.5% 72.5% 27.5% 27.5% 27.5% 27.5% Maximum Green (s) 81.4 81.4 81.4 81.4 27.4 27.4 27.4 27.4 Yellow Time (s) 3.3 3.3 3.3 3.3 3.4 3.4 3.4 3.4 All-Red Time (s) 2.3 2.3 2.3 2.3 2.2 2.2 2.2 2.2 Lost Time Adjust (s) -1.1-1.1-1.5-1.5 Total Lost Time (s) 4.5 4.5 4.1 4.1 Lead/Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode C-Max C-Max Max Max None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 6.0 6.0 6.0 6.0 10.0 10.0 10.0 10.0 Pedestrian Calls (#/hr) 5 5 5 5 5 5 5 5 Act Effct Green (s) 103.8 103.8 11.1 11.1 Actuated g/c Ratio 0.86 0.86 0.09 0.09 v/c Ratio 0.28 0.25 0.20 0.42 Control Delay 1.3 2.3 25.0 26.5 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 1.3 2.3 25.0 26.5 LOS A A C C Approach Delay 1.3 2.3 25.0 26.5 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

Lanes, Volumes, Timings Existing Traffic Volumes 361: Colborne Street & Horton Street PM Peak Hour Volume (vph) 207 450 18 14 565 56 45 165 19 163 273 248 Storage Length (m) 150.0 0.0 30.0 0.0 30.0 30.0 45.0 40.0 Storage Lanes 1 0 1 0 1 1 1 1 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 Ped Bike Factor 1.00 1.00 0.98 1.00 0.99 1.00 0.99 0.97 Frt 0.994 0.986 0.984 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1740 3453 0 1758 3424 0 1758 3417 0 1740 1850 1557 Flt Permitted 0.325 0.465 0.286 0.588 Satd. Flow (perm) 592 3453 0 843 3424 0 523 3417 0 1062 1850 1505 Satd. Flow (RTOR) 5 9 12 270 Link Speed (k/h) 50 50 50 50 Link Distance (m) 487.9 243.7 138.3 278.0 Travel Time (s) 35.1 17.5 10.0 20.0 Confl. Peds. (#/hr) 14 16 16 14 15 13 13 15 Heavy Vehicles (%) 1% 1% 0% 0% 1% 0% 0% 1% 0% 1% 0% 1% Adj. Flow (vph) 225 489 20 15 614 61 49 179 21 177 297 270 Lane Group Flow (vph) 225 509 0 15 675 0 49 200 0 177 297 270 Median Width(m) 3.6 3.6 3.6 3.6 Number of Detectors 1 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Left Thru Left Thru Right Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 2.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 2.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type pm+pt NA Perm NA Perm NA Perm NA Perm Protected Phases 5 2 6 4 8 Permitted Phases 2 6 4 8 8 Detector Phase 5 2 6 6 4 4 8 8 8 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Page 51 Lanes, Volumes, Timings Existing Traffic Volumes 361: Colborne Street & Horton Street PM Peak Hour Minimum Split (s) 9.0 29.7 29.7 29.7 31.0 31.0 31.0 31.0 31.0 Total Split (s) 26.0 69.0 43.0 43.0 51.0 51.0 51.0 51.0 51.0 Total Split (%) 21.7% 57.5% 35.8% 35.8% 42.5% 42.5% 42.5% 42.5% 42.5% Maximum Green (s) 22.0 63.3 37.3 37.3 45.0 45.0 45.0 45.0 45.0 Yellow Time (s) 3.0 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 1.0 2.4 2.4 2.4 2.7 2.7 2.7 2.7 2.7 Lost Time Adjust (s) 0.0-1.7-1.7-1.7-2.0-2.0-2.0-2.0-2.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Max C-Max C-Max None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 17.0 17.0 17.0 18.0 18.0 18.0 18.0 18.0 Pedestrian Calls (#/hr) 5 5 5 5 5 5 5 5 Act Effct Green (s) 84.0 84.0 68.7 68.7 28.0 28.0 28.0 28.0 28.0 Actuated g/c Ratio 0.70 0.70 0.57 0.57 0.23 0.23 0.23 0.23 0.23 v/c Ratio 0.43 0.21 0.03 0.34 0.40 0.25 0.71 0.69 0.48 Control Delay 10.3 3.6 13.9 14.3 46.5 34.3 72.9 66.2 22.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 10.3 3.6 13.9 14.3 46.5 34.3 72.9 66.2 22.1 LOS B A B B D C E E C Approach Delay 5.7 14.3 36.7 51.8 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

Lanes, Volumes, Timings Existing Traffic Volumes 369: Wellington Street & Grey Street PM Peak Hour Volume (vph) 0 0 0 308 54 41 20 1273 0 0 1493 28 Storage Length (m) 0.0 0.0 45.0 45.0 35.0 0.0 0.0 5.0 Storage Lanes 0 0 1 1 1 0 0 1 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Ped Bike Factor 0.99 1.00 0.97 0.88 Frt 0.850 0.850 Flt Protected 0.950 0.970 0.950 Satd. Flow (prot) 0 0 0 1670 1679 1470 1583 3446 0 0 3446 1512 Flt Permitted 0.950 0.970 0.109 Satd. Flow (perm) 0 0 0 1660 1673 1431 182 3446 0 0 3446 1331 Satd. Flow (RTOR) 45 27 Link Speed (k/h) 50 50 50 50 Link Distance (m) 186.1 186.3 145.3 284.9 Travel Time (s) 13.4 13.4 10.5 20.5 Confl. Peds. (#/hr) 12 5 5 12 34 21 21 34 Heavy Vehicles (%) 0% 0% 0% 0% 4% 7% 11% 2% 0% 0% 2% 4% Adj. Flow (vph) 0 0 0 335 59 45 22 1384 0 0 1623 30 29% Lane Group Flow (vph) 0 0 0 238 156 45 22 1384 0 0 1623 30 Median Width(m) 3.6 3.6 3.6 3.6 Number of Detectors 1 1 1 1 1 1 1 Detector Template Left Thru Right Left Thru Thru Right Leading Detector (m) 2.0 10.0 2.0 2.0 10.0 10.0 2.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 2.0 10.0 10.0 2.0 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm Perm NA NA Perm Protected Phases 4 2 6 Permitted Phases 4 4 2 6 Detector Phase 4 4 4 2 2 6 6 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Page 53 Lanes, Volumes, Timings Existing Traffic Volumes 369: Wellington Street & Grey Street PM Peak Hour Minimum Split (s) 36.0 36.0 36.0 28.7 28.7 28.7 28.7 Total Split (s) 37.0 37.0 37.0 83.0 83.0 83.0 83.0 Total Split (%) 30.8% 30.8% 30.8% 69.2% 69.2% 69.2% 69.2% Maximum Green (s) 31.0 31.0 31.0 77.3 77.3 77.3 77.3 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.7 2.7 2.7 2.4 2.4 2.4 2.4 Lost Time Adjust (s) -2.3-2.3 0.0-1.9-1.9-1.9-1.9 Total Lost Time (s) 3.7 3.7 6.0 3.8 3.8 3.8 3.8 Lead/Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None C-Max C-Max C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 23.0 23.0 23.0 16.0 16.0 13.0 13.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 24.9 24.9 22.6 87.6 87.6 87.6 87.6 Actuated g/c Ratio 0.21 0.21 0.19 0.73 0.73 0.73 0.73 v/c Ratio 0.69 0.45 0.15 0.17 0.55 0.65 0.03 Control Delay 54.1 44.6 11.3 10.2 9.0 6.2 1.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 54.1 44.6 11.3 10.2 9.0 6.2 1.2 LOS D D B B A A A Approach Delay 46.3 9.1 6.1 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

Lanes, Volumes, Timings Existing Traffic Volumes 374: Adelaide Street & Hamilton Road PM Peak Hour Volume (vph) 54 494 100 151 517 126 56 904 61 231 1061 37 Storage Length (m) 45.0 0.0 35.0 0.0 35.0 0.0 30.0 0.0 Storage Lanes 1 0 1 0 1 0 1 0 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 Ped Bike Factor 0.97 0.99 0.99 0.98 1.00 1.00 1.00 Frt 0.975 0.971 0.991 0.995 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1723 3348 0 1740 3247 0 1740 3438 0 1740 3422 0 Flt Permitted 0.377 0.212 0.172 0.085 Satd. Flow (perm) 663 3348 0 385 3247 0 314 3438 0 156 3422 0 Satd. Flow (RTOR) 21 31 7 4 Link Speed (k/h) 50 50 50 50 Link Distance (m) 222.7 263.8 51.8 458.1 Travel Time (s) 16.0 19.0 3.7 33.0 Confl. Peds. (#/hr) 57 20 20 57 19 31 31 19 Heavy Vehicles (%) 2% 2% 0% 1% 4% 0% 1% 1% 0% 1% 2% 4% Adj. Flow (vph) 59 537 109 164 562 137 61 983 66 251 1153 40 Lane Group Flow (vph) 59 646 0 164 699 0 61 1049 0 251 1193 0 Median Width(m) 3.6 3.6 3.6 3.6 Number of Detectors 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Perm NA pm+pt NA Perm NA pm+pt NA Protected Phases 6 5 2 8 7 4 Permitted Phases 6 2 8 4 Detector Phase 6 6 5 2 8 8 7 4 Switch Phase Minimum Initial (s) 7.0 7.0 5.0 7.0 7.0 7.0 5.0 7.0 Page 55 Lanes, Volumes, Timings Existing Traffic Volumes 374: Adelaide Street & Hamilton Road PM Peak Hour Minimum Split (s) 31.3 31.3 9.0 31.3 28.5 28.5 9.0 28.5 Total Split (s) 42.0 42.0 13.0 55.0 50.0 50.0 15.0 65.0 Total Split (%) 35.0% 35.0% 10.8% 45.8% 41.7% 41.7% 12.5% 54.2% Maximum Green (s) 35.7 35.7 9.0 48.7 43.5 43.5 11.0 58.5 Yellow Time (s) 3.3 3.3 3.0 3.3 3.4 3.4 3.0 3.4 All-Red Time (s) 3.0 3.0 1.0 3.0 3.1 3.1 1.0 3.1 Lost Time Adjust (s) -2.3-2.3 0.0-2.3-2.4-2.4 0.0-2.4 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.1 4.1 4.0 4.1 Lead/Lag Lag Lag Lead Lag Lag Lead Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode C-Max C-Max None C-Max Max Max None Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 18.0 18.0 18.0 15.0 15.0 15.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 Act Effct Green (s) 38.1 38.1 51.0 51.0 45.9 45.9 61.0 60.9 Actuated g/c Ratio 0.32 0.32 0.42 0.42 0.38 0.38 0.51 0.51 v/c Ratio 0.28 0.60 0.62 0.50 0.51 0.80 1.12 0.69 Control Delay 35.4 36.1 33.4 25.5 46.3 38.1 125.4 24.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 35.4 36.1 33.4 25.5 46.3 38.1 125.4 24.8 LOS D D C C D D F C Approach Delay 36.1 27.0 38.6 42.3 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

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) 0 0 110 1318 1215 90 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 0 0 120 1433 1321 98 Pedestrians 22 1 Lane Width (m) 0.0 3.6 Walking Speed (m/s) 1.2 1.2 Percent Blockage 0 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 58 px, platoon unblocked 0.79 0.79 0.79 vc, conflicting volume 2347 732 1440 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 2177 141 1034 tc, single (s) 6.8 6.9 4.1 tc, 2 stage (s) tf (s) 3.5 3.3 2.2 p0 queue free % 100 100 77 cm capacity (veh/h) 24 698 530 Direction, Lane # NB 1 NB 2 SB 1 SB 2 Volume Total 597 955 880 538 Volume Left 120 0 0 0 Volume Right 0 0 0 98 csh 530 1700 1700 1700 Volume to Capacity 0.23 0.56 0.52 0.32 Queue Length 95th (m) 6.9 0.0 0.0 0.0 Control Delay (s) 6.2 0.0 0.0 0.0 Lane LOS A Approach Delay (s) 2.4 0.0 Approach LOS Average Delay 1.2 Intersection Capacity Utilization 91.9% ICU Level of Service F @ 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) 0 0 0 6 139 50 28 147 0 0 75 56 Storage Length (m) 0.0 0.0 0.0 15.0 30.0 0.0 0.0 0.0 Storage Lanes 0 0 0 1 1 0 0 0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 0.97 0.99 0.98 Frt 0.850 0.942 Flt Protected 0.998 0.950 Satd. Flow (prot) 0 0 0 0 1810 1542 1723 1814 0 0 1683 0 Flt Permitted 0.998 0.666 Satd. Flow (perm) 0 0 0 0 1810 1489 1192 1814 0 0 1683 0 Satd. Flow (RTOR) 54 61 Link Speed (k/h) 50 50 50 50 Link Distance (m) 489.2 240.5 301.0 282.4 Travel Time (s) 35.2 17.3 21.7 20.3 Confl. Peds. (#/hr) 8 4 4 8 8 8 8 8 Adj. Flow (vph) 0 0 0 7 151 54 30 160 0 0 82 61 Lane Group Flow (vph) 0 0 0 0 158 54 30 160 0 0 143 0 Median Width(m) 3.6 3.6 3.6 3.6 Turning Speed (k/h) 25 15 25 15 25 15 25 15 Number of Detectors 1 2 1 1 2 2 Detector Template Left Thru Right Left Thru Thru Leading Detector (m) 2.0 10.0 2.0 2.0 10.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 0.6 2.0 2.0 0.6 0.6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(m) 9.4 9.4 9.4 Detector 2 Size(m) 0.6 0.6 0.6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 Turn Type Perm NA Perm Perm NA NA Protected Phases 2 4 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 Background Traffic Volumes 29: Colborne Street & Grey Street AM Peak Hour Permitted Phases 2 2 4 Detector Phase 2 2 2 4 4 4 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 23.7 23.7 23.7 23.2 23.2 23.2 Total Split (s) 23.7 23.7 23.7 23.2 23.2 23.2 Total Split (%) 50.5% 50.5% 50.5% 49.5% 49.5% 49.5% Maximum Green (s) 18.0 18.0 18.0 18.0 18.0 18.0 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.4 2.4 2.4 1.9 1.9 1.9 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.7 5.7 5.2 5.2 5.2 Lead/Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode Max Max Max None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 6.0 6.0 6.0 5.0 5.0 5.0 Pedestrian Calls (#/hr) 4 4 4 4 4 4 Act Effct Green (s) 22.2 22.2 8.9 8.9 8.9 Actuated g/c Ratio 0.58 0.58 0.23 0.23 0.23 v/c Ratio 0.15 0.06 0.11 0.38 0.33 Control Delay 6.8 2.8 12.0 14.9 9.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 6.8 2.8 12.0 14.9 9.8 LOS A A B B A Approach Delay 5.8 14.5 9.8 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 Street @ 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) 1 70 12 5 58 13 5 10 4 17 15 5 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Hourly flow rate (vph) 1 76 13 5 63 14 5 11 4 18 16 5 Pedestrians 2 4 5 6 Lane Width (m) 3.6 3.6 3.6 3.6 Walking Speed (m/s) 1.2 1.2 1.2 1.2 Percent Blockage 0 0 0 1 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked vc, conflicting volume 83 94 186 184 92 186 183 78 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 83 94 186 184 92 186 183 78 tc, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tc, 2 stage (s) tf (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 100 100 99 98 100 98 98 99 cm capacity (veh/h) 1506 1494 744 701 959 748 701 976 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 90 83 21 40 Volume Left 1 5 5 18 Volume Right 13 14 4 5 csh 1506 1494 755 752 Volume to Capacity 0.00 0.00 0.03 0.05 Queue Length 95th (m) 0.0 0.1 0.7 1.4 Control Delay (s) 0.1 0.5 9.9 10.1 Lane LOS A A A B Approach Delay (s) 0.1 0.5 9.9 10.1 Approach LOS A B Average Delay 2.8 Intersection Capacity Utilization 19.6% ICU Level of Service A @ 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 Background Traffic Volumes 41: Adelaide Street & Nelson Street AM Peak Hour Volume (vph) 22 27 51 58 33 26 47 1040 28 13 842 26 Storage Length (m) 35.0 0.0 25.0 0.0 0.0 0.0 0.0 0.0 Storage Lanes 1 0 1 0 0 0 0 0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 0.95 0.95 0.95 Ped Bike Factor 0.99 0.98 0.98 0.99 1.00 1.00 Frt 0.902 0.934 0.996 0.996 Flt Protected 0.950 0.950 0.998 0.999 Satd. Flow (prot) 1723 1603 0 1723 1678 0 0 3420 0 0 3426 0 Flt Permitted 0.715 0.702 0.867 0.931 Satd. Flow (perm) 1285 1603 0 1252 1678 0 0 2971 0 0 3192 0 Satd. Flow (RTOR) 55 28 6 7 Link Speed (k/h) 50 50 50 50 Link Distance (m) 416.9 103.1 181.0 139.8 Travel Time (s) 30.0 7.4 13.0 10.1 Confl. Peds. (#/hr) 8 15 15 8 4 16 16 4 Adj. Flow (vph) 24 29 55 63 36 28 51 1130 30 14 915 28 Lane Group Flow (vph) 24 84 0 63 64 0 0 1211 0 0 957 0 Median Width(m) 3.6 3.6 0.0 0.0 Turning Speed (k/h) 25 15 25 15 25 15 25 15 Number of Detectors 1 2 1 2 1 2 1 2 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 0.6 2.0 0.6 2.0 0.6 2.0 0.6 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(m) 9.4 9.4 9.4 9.4 Detector 2 Size(m) 0.6 0.6 0.6 0.6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4 4 2 2 @ 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 4 4 2 2 Detector Phase 4 4 4 4 2 2 2 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 24.9 24.9 24.9 24.9 23.6 23.6 23.6 23.6 Total Split (s) 26.0 26.0 26.0 26.0 54.0 54.0 54.0 54.0 Total Split (%) 32.5% 32.5% 32.5% 32.5% 67.5% 67.5% 67.5% 67.5% Maximum Green (s) 20.1 20.1 20.1 20.1 48.4 48.4 48.4 48.4 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.6 2.6 2.6 2.6 2.3 2.3 2.3 2.3 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.9 5.9 5.9 5.9 5.6 5.6 Lead/Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None C-Max C-Max C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 12.0 12.0 12.0 12.0 8.0 8.0 8.0 8.0 Pedestrian Calls (#/hr) 5 5 5 5 5 5 5 5 Act Effct Green (s) 10.8 10.8 10.8 10.8 61.4 61.4 Actuated g/c Ratio 0.14 0.14 0.14 0.14 0.77 0.77 v/c Ratio 0.14 0.32 0.37 0.26 0.53 0.39 Control Delay 29.7 16.2 36.1 20.9 6.6 5.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 29.7 16.2 36.1 20.9 6.6 5.2 LOS C B D C A A Approach Delay 19.2 28.4 6.6 5.2 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 Street @ 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 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) 104 93 57 0 0 0 0 58 2 20 57 0 Hourly flow rate (vph) 113 101 62 0 0 0 0 63 2 22 62 0 Direction, Lane # EB 1 NB 1 SB 1 Volume Total (vph) 276 65 84 Volume Left (vph) 113 0 22 Volume Right (vph) 62 2 0 Hadj (s) -0.02 0.01 0.09 Departure Headway (s) 4.2 4.7 4.7 Degree Utilization, x 0.33 0.08 0.11 Capacity (veh/h) 825 722 713 Control Delay (s) 9.3 8.1 8.3 Approach Delay (s) 9.3 8.1 8.3 Approach LOS A A A Delay 8.9 Level of Service A Intersection Capacity Utilization 39.8% ICU Level of Service A @ 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) 41 31 0 1153 835 0 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 45 34 0 1253 908 0 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) 140 358 px, platoon unblocked 0.87 vc, conflicting volume 1538 458 912 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 1313 458 912 tc, single (s) 6.8 6.9 4.1 tc, 2 stage (s) tf (s) 3.5 3.3 2.2 p0 queue free % 66 94 100 cm capacity (veh/h) 129 548 741 Direction, Lane # EB 1 NB 1 NB 2 SB 1 SB 2 Volume Total 78 627 627 454 454 Volume Left 45 0 0 0 0 Volume Right 34 0 0 0 0 csh 193 1700 1700 1700 1700 Volume to Capacity 0.41 0.37 0.37 0.27 0.27 Queue Length 95th (m) 14.6 0.0 0.0 0.0 0.0 Control Delay (s) 35.9 0.0 0.0 0.0 0.0 Lane LOS E Approach Delay (s) 35.9 0.0 0.0 Approach LOS E Average Delay 1.3 Intersection Capacity Utilization 43.7% ICU Level of Service A @ 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 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) 27 102 0 0 0 0 0 11 11 12 1 0 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Hourly flow rate (vph) 29 111 0 0 0 0 0 12 12 13 1 0 Pedestrians 3 4 3 Lane Width (m) 3.6 3.6 3.6 Walking Speed (m/s) 1.2 1.2 1.2 Percent Blockage 0 0 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked vc, conflicting volume 3 115 177 177 115 190 177 6 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 3 115 177 177 115 190 177 6 tc, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tc, 2 stage (s) tf (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 98 100 100 98 99 98 100 100 cm capacity (veh/h) 1615 1469 765 700 934 734 700 1071 Direction, Lane # EB 1 NB 1 SB 1 Volume Total 140 24 14 Volume Left 29 0 13 Volume Right 0 12 0 csh 1615 800 731 Volume to Capacity 0.02 0.03 0.02 Queue Length 95th (m) 0.4 0.7 0.5 Control Delay (s) 1.6 9.6 10.0 Lane LOS A A B Approach Delay (s) 1.6 9.6 10.0 Approach LOS A B Average Delay 3.4 Intersection Capacity Utilization 28.3% ICU Level of Service A @ 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) 0 0 0 1 176 11 26 25 0 0 9 8 Hourly flow rate (vph) 0 0 0 1 191 12 28 27 0 0 10 9 Direction, Lane # WB 1 NB 1 SB 1 Volume Total (vph) 204 55 18 Volume Left (vph) 1 28 0 Volume Right (vph) 12 0 9 Hadj (s) 0.00 0.14-0.25 Departure Headway (s) 4.1 4.5 4.2 Degree Utilization, x 0.23 0.07 0.02 Capacity (veh/h) 867 757 817 Control Delay (s) 8.3 7.8 7.3 Approach Delay (s) 8.3 7.8 7.3 Approach LOS A A A Delay 8.1 Level of Service A Intersection Capacity Utilization 29.0% ICU Level of Service A @ 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 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) 0 0 7 0 0 0 9 1832 269 112 1026 10 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Hourly flow rate (vph) 0 0 8 0 0 0 10 1991 292 122 1115 11 Pedestrians 26 10 Lane Width (m) 3.6 0.0 Walking Speed (m/s) 1.2 1.2 Percent Blockage 2 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 304 px, platoon unblocked 0.93 0.93 0.93 0.93 0.93 0.93 vc, conflicting volume 2405 3703 589 2976 3563 1152 1152 2294 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 2360 3757 406 2974 3605 1152 1012 2294 tc, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tc, 2 stage (s) tf (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 100 100 99 100 100 100 98 44 cm capacity (veh/h) 9 2 540 3 2 191 619 217 Direction, Lane # EB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total 8 10 1328 956 122 743 383 Volume Left 0 10 0 0 122 0 0 Volume Right 8 0 0 292 0 0 11 csh 540 619 1700 1700 217 1700 1700 Volume to Capacity 0.01 0.02 0.78 0.56 0.56 0.44 0.23 Queue Length 95th (m) 0.3 0.4 0.0 0.0 24.5 0.0 0.0 Control Delay (s) 11.8 10.9 0.0 0.0 41.0 0.0 0.0 Lane LOS B B E Approach Delay (s) 11.8 0.0 4.0 Approach LOS B Average Delay 1.5 Intersection Capacity Utilization 80.7% ICU Level of Service D @ 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) 65 352 38 19 260 55 92 498 81 268 438 128 Storage Length (m) 40.0 0.0 25.0 0.0 55.0 0.0 60.0 60.0 Storage Lanes 1 0 1 0 1 0 1 1 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 1.00 Ped Bike Factor 0.95 0.99 0.96 0.98 0.89 0.99 0.99 0.76 Frt 0.985 0.974 0.979 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1758 1760 0 1758 1738 0 1758 3055 0 1740 3255 1542 Flt Permitted 0.326 0.214 0.480 0.306 Satd. Flow (perm) 574 1760 0 380 1738 0 786 3055 0 553 3255 1175 Satd. Flow (RTOR) 6 12 21 139 Link Speed (k/h) 50 50 50 50 Link Distance (m) 225.7 153.6 71.2 216.8 Travel Time (s) 16.3 11.1 5.1 15.6 Confl. Peds. (#/hr) 69 76 76 69 111 23 23 111 Heavy Vehicles (%) 0% 1% 14% 0% 1% 4% 0% 13% 3% 1% 8% 2% Adj. Flow (vph) 71 383 41 21 283 60 100 541 88 291 476 139 Lane Group Flow (vph) 71 424 0 21 343 0 100 629 0 291 476 139 Median Width(m) 3.6 3.6 3.6 3.6 Number of Detectors 1 1 1 1 1 1 1 1 1 Detector Template Leading Detector (m) 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm NA Perm NA pm+pt NA Perm Protected Phases 8 4 2 1 6 Permitted Phases 8 4 2 6 6 Detector Phase 8 8 4 4 2 2 1 6 6 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 5.0 7.0 7.0 @ York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 19

Lanes, Volumes, Timings 2017 Background Traffic Volumes 307: Richmond Street & Dufferin Avenue AM Peak Hour Minimum Split (s) 24.7 24.7 24.8 24.8 30.4 30.4 9.0 30.6 30.6 Total Split (s) 40.0 40.0 40.0 40.0 41.0 41.0 19.0 60.0 60.0 Total Split (%) 40.0% 40.0% 40.0% 40.0% 41.0% 41.0% 19.0% 60.0% 60.0% Maximum Green (s) 34.3 34.3 34.2 34.2 35.6 35.6 15.0 54.4 54.4 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.0 3.3 3.3 All-Red Time (s) 2.4 2.4 2.5 2.5 2.1 2.1 1.0 2.3 2.3 Lost Time Adjust (s) -1.8-1.8-1.8-1.8-1.4-1.4 0.0-1.4-1.4 Total Lost Time (s) 3.9 3.9 4.0 4.0 4.0 4.0 4.0 4.2 4.2 Lead/Lag Lag Lag Lead Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None C-Max C-Max None C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 17.0 17.0 17.0 17.0 Flash Dont Walk (s) 12.0 12.0 12.0 12.0 8.0 8.0 8.0 8.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 30.2 30.2 30.1 30.1 45.2 45.2 61.9 61.7 61.7 Actuated g/c Ratio 0.30 0.30 0.30 0.30 0.45 0.45 0.62 0.62 0.62 v/c Ratio 0.41 0.79 0.18 0.65 0.28 0.45 0.59 0.24 0.18 Control Delay 30.0 38.8 38.2 44.3 23.0 21.1 26.7 20.0 10.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 30.0 38.8 38.2 44.3 23.0 21.1 26.7 20.0 10.8 LOS C D D D C C C B B Approach Delay 37.6 44.0 21.4 20.7 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 Avenue @ 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) 27 323 176 55 255 43 122 496 151 8 374 32 Storage Length (m) 0.0 30.0 40.0 0.0 0.0 0.0 0.0 50.0 Storage Lanes 0 1 1 1 0 0 0 1 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 0.95 0.95 0.95 Ped Bike Factor 1.00 0.76 0.91 0.91 0.95 0.98 Frt 0.850 0.850 0.971 0.988 Flt Protected 0.996 0.950 0.992 0.999 Satd. Flow (prot) 0 1843 1557 1555 1796 1557 0 3173 0 0 3332 0 Flt Permitted 0.961 0.349 0.771 0.938 Satd. Flow (perm) 0 1772 1180 521 1796 1416 0 2420 0 0 3126 0 Satd. Flow (RTOR) 137 47 48 14 Link Speed (k/h) 50 50 50 50 Link Distance (m) 200.8 242.1 160.6 405.1 Travel Time (s) 14.5 17.4 11.6 29.2 Confl. Peds. (#/hr) 48 141 141 48 96 95 95 96 Heavy Vehicles (%) 0% 0% 1% 13% 3% 1% 1% 4% 4% 13% 2% 0% Adj. Flow (vph) 29 351 191 60 277 47 133 539 164 9 407 35 Lane Group Flow (vph) 0 380 191 60 277 47 0 836 0 0 451 0 Median Width(m) 3.6 3.6 0.0 0.0 Turn Type Perm NA Perm Perm NA Perm Perm NA Perm NA Protected Phases 4 4 2 2 Permitted Phases 4 4 4 4 2 2 Minimum Split (s) 23.8 23.8 23.8 23.8 23.8 23.8 25.7 25.7 25.7 25.7 Total Split (s) 41.0 41.0 41.0 41.0 41.0 41.0 59.0 59.0 59.0 59.0 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) 35.3 35.3 35.3 35.3 35.3 35.3 53.3 53.3 53.3 53.3 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 Lost Time Adjust (s) -1.8-1.8-1.8-1.8-1.8-1.7-1.7 Total Lost Time (s) 3.9 3.9 3.9 3.9 3.9 4.0 4.0 Lead/Lag Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 13.0 13.0 13.0 13.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0 0 Act Effct Green (s) 37.1 37.1 37.1 37.1 37.1 55.0 55.0 @ York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 21

Lanes, Volumes, Timings 2017 Background Traffic Volumes 309: Wellington Street & Dufferin Avenue AM Peak Hour Actuated g/c Ratio 0.37 0.37 0.37 0.37 0.37 0.55 0.55 v/c Ratio 0.58 0.37 0.31 0.42 0.08 0.62 0.26 Control Delay 22.5 6.1 23.8 21.4 5.5 6.9 11.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 22.5 6.1 23.8 21.4 5.5 6.9 11.7 LOS C A C C A A B Approach Delay 17.0 19.8 6.9 11.7 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 Avenue @ 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) 33 70 58 28 124 9 102 388 43 5 436 97 Storage Length (m) 35.0 0.0 30.0 0.0 100.0 0.0 20.0 0.0 Storage Lanes 1 0 1 0 1 0 1 0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.93 0.91 0.85 0.99 0.97 0.99 0.98 0.98 Frt 0.932 0.990 0.985 0.973 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1758 1556 0 1758 1818 0 1758 1773 0 1758 1736 0 Flt Permitted 0.610 0.620 0.355 0.427 Satd. Flow (perm) 1050 1556 0 980 1818 0 640 1773 0 776 1736 0 Satd. Flow (RTOR) 41 4 11 22 Link Speed (k/h) 50 50 50 50 Link Distance (m) 239.0 129.8 158.9 405.2 Travel Time (s) 17.2 9.3 11.4 29.2 Confl. Peds. (#/hr) 31 64 64 31 31 15 15 31 Heavy Vehicles (%) 0% 1% 0% 0% 0% 0% 0% 2% 3% 0% 2% 0% Adj. Flow (vph) 36 76 63 30 135 10 111 422 47 5 474 105 Lane Group Flow (vph) 36 139 0 30 145 0 111 469 0 5 579 0 Median Width(m) 3.6 3.6 3.6 3.6 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4 4 2 2 Permitted Phases 4 4 2 2 Minimum Split (s) 22.7 22.7 22.7 22.7 22.7 22.7 22.7 22.7 Total Split (s) 32.0 32.0 32.0 32.0 68.0 68.0 68.0 68.0 Total Split (%) 32.0% 32.0% 32.0% 32.0% 68.0% 68.0% 68.0% 68.0% Maximum Green (s) 26.3 26.3 26.3 26.3 62.3 62.3 62.3 62.3 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 Lost Time Adjust (s) -1.7-1.7-1.7-1.7-1.7-1.7-1.7-1.7 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 28.0 28.0 28.0 28.0 64.0 64.0 64.0 64.0 @ York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 23

Lanes, Volumes, Timings 2017 Background Traffic Volumes 311: Colborne Street & Dufferin Avenue AM Peak Hour Actuated g/c Ratio 0.28 0.28 0.28 0.28 0.64 0.64 0.64 0.64 v/c Ratio 0.12 0.30 0.11 0.28 0.27 0.41 0.01 0.52 Control Delay 25.6 20.5 28.2 29.2 6.1 5.3 4.4 5.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.0 Total Delay 25.6 20.5 28.2 29.2 6.1 5.5 4.4 5.9 LOS C C C C A A A A Approach Delay 21.5 29.0 5.6 5.9 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 Avenue @ 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) 0 324 10 0 142 23 0 603 0 0 299 1 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 0.95 Ped Bike Factor 0.99 0.95 1.00 Frt 0.996 0.981 Flt Protected Satd. Flow (prot) 0 1600 0 0 1524 0 0 3101 0 0 3035 0 Flt Permitted Satd. Flow (perm) 0 1600 0 0 1524 0 0 3101 0 0 3035 0 Satd. Flow (RTOR) 2 10 Link Speed (k/h) 50 50 50 50 Link Distance (m) 188.5 186.0 138.5 153.6 Travel Time (s) 13.6 13.4 10.0 11.1 Confl. Peds. (#/hr) 297 298 298 297 392 266 266 392 Heavy Vehicles (%) 0% 1% 50% 0% 2% 0% 0% 2% 0% 0% 4% 0% Adj. Flow (vph) 0 352 11 0 154 25 0 655 0 0 325 1 Lane Group Flow (vph) 0 363 0 0 179 0 0 655 0 0 326 0 Median Width(m) 0.0 0.0 3.6 3.6 Headway Factor 1.18 1.18 1.18 1.18 1.18 1.18 1.18 1.18 1.18 1.18 1.18 1.18 Turn Type NA NA NA NA Protected Phases 2 2 4 4 Permitted Phases Minimum Split (s) 20.4 20.4 16.4 16.4 Total Split (s) 48.0 48.0 52.0 52.0 Total Split (%) 48.0% 48.0% 52.0% 52.0% Maximum Green (s) 42.6 42.6 46.6 46.6 Yellow Time (s) 3.3 3.3 3.3 3.3 All-Red Time (s) 2.1 2.1 2.1 2.1 Lost Time Adjust (s) -1.0-1.0-1.4-1.4 Total Lost Time (s) 4.4 4.4 4.0 4.0 Lead/Lag Walk Time (s) 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 8.0 8.0 4.0 4.0 Pedestrian Calls (#/hr) 0 0 0 0 Act Effct Green (s) 43.6 43.6 48.0 48.0 Actuated g/c Ratio 0.44 0.44 0.48 0.48 v/c Ratio 0.52 0.27 0.44 0.22 Control Delay 27.8 5.6 5.7 9.4 @ York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 25

Lanes, Volumes, Timings 2017 Background Traffic Volumes 327: Richmond Street & Dundas Street AM Peak Hour Queue Delay 0.0 0.0 0.0 0.0 Total Delay 27.8 5.6 5.7 9.4 LOS C A A A Approach Delay 27.8 5.6 5.7 9.4 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 - 7-9 / 3-6 Splits and Phases: 327: Richmond Street & Dundas Street @ 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) 96 223 53 173 96 66 40 996 162 54 580 4 Storage Length (m) 0.0 15.0 60.0 0.0 40.0 70.0 30.0 0.0 Storage Lanes 0 1 1 1 1 1 1 0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 0.95 Ped Bike Factor 0.95 0.82 0.91 0.78 0.86 0.74 0.97 1.00 Frt 0.850 0.850 0.850 0.999 Flt Protected 0.985 0.950 0.950 0.950 Satd. Flow (prot) 0 1721 1300 1723 1581 1512 1690 3413 1542 1690 3399 0 Flt Permitted 0.872 0.424 0.351 0.163 Satd. Flow (perm) 0 1441 1061 699 1581 1186 538 3413 1136 281 3399 0 Satd. Flow (RTOR) 33 33 159 1 Link Speed (k/h) 50 50 50 50 Link Distance (m) 197.2 245.0 144.4 148.5 Travel Time (s) 14.2 17.6 10.4 10.7 Confl. Peds. (#/hr) 208 175 175 208 176 188 188 176 Heavy Vehicles (%) 1% 8% 21% 2% 17% 4% 4% 3% 2% 4% 3% 10% Adj. Flow (vph) 104 242 58 188 104 72 43 1083 176 59 630 4 Lane Group Flow (vph) 0 346 58 188 104 72 43 1083 176 59 634 0 Median Width(m) 3.6 3.6 3.6 3.6 Turn Type Perm NA Perm Perm NA Perm Perm NA Perm Perm NA Protected Phases 8 4 2 6 Permitted Phases 8 8 4 4 2 2 6 Minimum Split (s) 36.7 36.7 36.7 36.7 36.7 36.7 28.0 28.0 28.0 28.0 28.0 Total Split (s) 46.0 46.0 46.0 46.0 46.0 46.0 54.0 54.0 54.0 54.0 54.0 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) 39.3 39.3 39.3 39.3 39.3 39.3 48.0 48.0 48.0 48.0 48.0 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 3.4 3.4 3.4 3.4 3.4 3.4 2.7 2.7 2.7 2.7 2.7 Lost Time Adjust (s) -2.7-2.7-2.7-2.7-2.7-2.0-2.0-2.0-2.0-2.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 23.0 23.0 23.0 23.0 23.0 23.0 15.0 15.0 15.0 15.0 15.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0 0 0 Act Effct Green (s) 42.0 42.0 42.0 42.0 42.0 50.0 50.0 50.0 50.0 50.0 @ York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 27

Lanes, Volumes, Timings 2017 Background Traffic Volumes 329: Wellington Street & Dundas Street AM Peak Hour Actuated g/c Ratio 0.42 0.42 0.42 0.42 0.42 0.50 0.50 0.50 0.50 0.50 v/c Ratio 0.57 0.12 0.64 0.16 0.14 0.16 0.63 0.27 0.42 0.37 Control Delay 34.4 16.7 45.7 27.3 20.1 22.0 31.2 13.6 40.1 28.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 4.5 0.0 0.0 0.0 Total Delay 34.4 16.7 45.7 27.3 20.1 22.0 35.7 13.6 40.1 28.5 LOS C B D C C C D B D C Approach Delay 31.9 35.4 32.3 29.5 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 Street @ 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) 56 346 46 43 233 45 51 521 114 83 419 62 Storage Length (m) 40.0 15.0 55.0 15.0 40.0 30.0 45.0 0.0 Storage Lanes 1 1 1 1 1 1 1 0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.90 0.77 0.91 0.82 0.94 0.84 0.96 0.98 Frt 0.850 0.850 0.850 0.981 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1690 1814 1542 1612 1609 1456 1690 1814 1542 1740 1720 0 Flt Permitted 0.494 0.345 0.353 0.321 Satd. Flow (perm) 794 1814 1183 533 1609 1196 592 1814 1301 564 1720 0 Satd. Flow (RTOR) 34 34 85 12 Link Speed (k/h) 50 50 50 50 Link Distance (m) 239.2 250.1 76.3 147.7 Travel Time (s) 17.2 18.0 5.5 10.6 Confl. Peds. (#/hr) 68 91 91 68 75 61 61 75 Heavy Vehicles (%) 4% 2% 2% 9% 15% 8% 4% 2% 2% 1% 3% 3% Adj. Flow (vph) 61 376 50 47 253 49 55 566 124 90 455 67 Lane Group Flow (vph) 61 376 50 47 253 49 55 566 124 90 522 0 Median Width(m) 3.6 3.6 3.6 3.6 Turn Type Perm NA Perm Perm NA Perm Perm NA Perm Perm NA Protected Phases 2 2 4 4 Permitted Phases 2 2 2 2 4 4 4 Minimum Split (s) 26.9 26.9 26.9 26.9 26.9 26.9 28.1 28.1 28.1 28.1 28.1 Total Split (s) 40.0 40.0 40.0 40.0 40.0 40.0 60.0 60.0 60.0 60.0 60.0 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) 34.1 34.1 34.1 34.1 34.1 34.1 53.9 53.9 53.9 53.9 53.9 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.4 3.4 3.4 3.4 3.4 All-Red Time (s) 2.6 2.6 2.6 2.6 2.6 2.6 2.7 2.7 2.7 2.7 2.7 Lost Time Adjust (s) -1.9-1.9-1.9-1.9-1.9-1.9-2.0-2.0-2.0-2.0-2.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.1 4.1 4.1 4.1 4.1 Lead/Lag Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 14.0 14.0 14.0 14.0 14.0 14.0 15.0 15.0 15.0 15.0 15.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0 0 0 Act Effct Green (s) 36.0 36.0 36.0 36.0 36.0 36.0 55.9 55.9 55.9 55.9 55.9 @ York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 29

Lanes, Volumes, Timings 2017 Background Traffic Volumes 331: Colborne Street & Dundas Street AM Peak Hour Actuated g/c Ratio 0.36 0.36 0.36 0.36 0.36 0.36 0.56 0.56 0.56 0.56 0.56 v/c Ratio 0.21 0.58 0.11 0.25 0.44 0.11 0.17 0.56 0.16 0.29 0.54 Control Delay 25.8 31.6 13.2 22.4 21.2 8.5 6.0 10.2 0.7 8.5 8.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.0 0.0 0.1 Total Delay 25.8 31.6 13.2 22.4 21.2 8.5 6.0 10.6 0.7 8.5 8.8 LOS C C B C C A A B A A A Approach Delay 29.0 19.5 8.7 8.8 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 Street @ 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) 23 419 5 15 343 11 15 23 15 14 9 13 Storage Length (m) 0.0 15.0 0.0 15.0 0.0 0.0 0.0 0.0 Storage Lanes 0 1 0 1 0 0 0 0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 0.65 1.00 0.84 0.91 0.89 Frt 0.850 0.850 0.962 0.952 Flt Protected 0.997 0.998 0.986 0.981 Satd. Flow (prot) 0 1732 1572 0 1695 1483 0 1448 0 0 1593 0 Flt Permitted 0.971 0.977 0.902 0.903 Satd. Flow (perm) 0 1681 1025 0 1651 1253 0 1289 0 0 1367 0 Satd. Flow (RTOR) 27 27 16 14 Link Speed (k/h) 50 50 50 50 Link Distance (m) 250.1 236.6 152.7 147.8 Travel Time (s) 18.0 17.0 11.0 10.6 Confl. Peds. (#/hr) 36 87 87 36 33 63 63 33 Heavy Vehicles (%) 15% 6% 0% 7% 9% 6% 17% 17% 6% 7% 0% 3% Adj. Flow (vph) 25 455 5 16 373 12 16 25 16 15 10 14 Lane Group Flow (vph) 0 480 5 0 389 12 0 57 0 0 39 0 Median Width(m) 3.6 3.6 0.0 0.0 Number of Detectors 1 1 1 1 1 1 1 1 1 1 Detector Template Leading Detector (m) 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm D.Pm NA Perm Perm NA D.Pm NA Protected Phases 2 6 4 8 Permitted Phases 2 2 2 6 4 4 Detector Phase 2 2 2 2 6 6 4 4 4 8 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 @ York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 31

Lanes, Volumes, Timings 2017 Background Traffic Volumes 332: Maitland Street & Dundas Street AM Peak Hour Minimum Split (s) 18.1 18.1 18.1 18.1 18.1 18.1 21.5 21.5 21.5 21.5 Total Split (s) 71.0 71.0 71.0 71.0 71.0 71.0 29.0 29.0 29.0 29.0 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) 65.9 65.9 65.9 65.9 65.9 65.9 23.5 23.5 23.5 23.5 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 1.8 1.8 1.8 1.8 1.8 1.8 2.2 2.2 2.2 2.2 Lost Time Adjust (s) -1.0-1.0-1.0-1.0-1.4-1.4 Total Lost Time (s) 4.1 4.1 4.1 4.1 4.1 4.1 Lead/Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode C-Max C-Max C-Max C-Max Max Max None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 6.0 6.0 6.0 6.0 6.0 6.0 9.0 9.0 9.0 9.0 Pedestrian Calls (#/hr) 10 10 10 10 10 10 10 10 10 10 Act Effct Green (s) 84.0 84.0 84.0 84.0 11.2 11.2 Actuated g/c Ratio 0.84 0.84 0.84 0.84 0.11 0.11 v/c Ratio 0.34 0.01 0.28 0.01 0.36 0.24 Control Delay 1.6 0.0 6.4 3.1 38.9 34.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 1.6 0.0 6.4 3.1 38.9 34.8 LOS A A A A D C Approach Delay 1.6 6.3 38.9 34.8 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 Street @ 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) 0 242 27 0 260 28 0 1047 45 0 998 61 Storage Length (m) 0.0 75.0 0.0 0.0 0.0 0.0 0.0 0.0 Storage Lanes 0 1 0 0 0 0 0 0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Ped Bike Factor 0.97 1.00 0.99 Frt 0.850 0.987 0.994 0.991 Flt Protected Satd. Flow (prot) 0 1762 1483 0 1631 0 0 3313 0 0 3351 0 Flt Permitted Satd. Flow (perm) 0 1762 1483 0 1631 0 0 3313 0 0 3351 0 Satd. Flow (RTOR) 29 6 7 9 Link Speed (k/h) 50 50 50 50 Link Distance (m) 94.2 234.5 156.9 148.4 Travel Time (s) 6.8 16.9 11.3 10.7 Confl. Peds. (#/hr) 268 268 45 40 40 45 Heavy Vehicles (%) 0% 5% 6% 0% 9% 4% 0% 5% 4% 0% 3% 6% Adj. Flow (vph) 0 263 29 0 283 30 0 1138 49 0 1085 66 Lane Group Flow (vph) 0 263 29 0 313 0 0 1187 0 0 1151 0 Median Width(m) 0.0 0.0 3.6 3.6 Turn Type NA Perm NA NA NA Protected Phases 6 2 8 4 Permitted Phases 6 6 2 Minimum Split (s) 27.8 27.8 27.8 25.5 25.5 Total Split (s) 43.0 43.0 43.0 57.0 57.0 Total Split (%) 43.0% 43.0% 43.0% 57.0% 57.0% Maximum Green (s) 37.2 37.2 37.2 51.5 51.5 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.5 2.5 2.5 2.2 2.2 Lost Time Adjust (s) -1.8-1.8-1.8-1.5-1.5 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 Lead/Lag Walk Time (s) 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 15.0 15.0 15.0 13.0 13.0 Pedestrian Calls (#/hr) 0 0 0 0 0 Act Effct Green (s) 39.0 39.0 39.0 53.0 53.0 @ York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 33

Lanes, Volumes, Timings 2017 Background Traffic Volumes 334: Adelaide Street & Dundas Street AM Peak Hour Actuated g/c Ratio 0.39 0.39 0.39 0.53 0.53 v/c Ratio 0.38 0.05 0.49 0.67 0.65 Control Delay 14.5 3.3 25.8 10.9 26.3 Queue Delay 0.0 0.0 0.0 1.9 0.6 Total Delay 14.5 3.3 25.8 12.7 27.0 LOS B A C B C Approach Delay 13.4 25.8 12.7 27.0 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 - 7-10 / 3-6 Splits and Phases: 334: Adelaide Street & Dundas Street @ 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) 120 940 51 47 437 109 65 513 265 4 193 34 Storage Length (m) 30.0 0.0 40.0 0.0 40.0 0.0 0.0 0.0 Storage Lanes 1 0 1 0 1 0 0 0 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 0.95 0.95 0.95 Ped Bike Factor 0.98 1.00 0.99 0.99 0.95 0.96 0.99 Frt 0.992 0.970 0.949 0.978 Flt Protected 0.950 0.950 0.950 0.999 Satd. Flow (prot) 1758 3039 0 1740 3238 0 1740 3192 0 0 3224 0 Flt Permitted 0.386 0.185 0.580 0.943 Satd. Flow (perm) 701 3039 0 337 3238 0 1005 3192 0 0 3043 0 Satd. Flow (RTOR) 9 49 80 22 Link Speed (k/h) 50 50 50 50 Link Distance (m) 186.6 186.8 277.9 141.9 Travel Time (s) 13.4 13.4 20.0 10.2 Confl. Peds. (#/hr) 30 28 28 30 50 62 62 50 Heavy Vehicles (%) 0% 15% 3% 1% 5% 0% 1% 1% 0% 0% 4% 12% Adj. Flow (vph) 130 1022 55 51 475 118 71 558 288 4 210 37 Lane Group Flow (vph) 130 1077 0 51 593 0 71 846 0 0 251 0 Median Width(m) 3.6 3.6 3.6 3.6 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 2 2 4 4 Permitted Phases 2 2 4 4 Minimum Split (s) 24.1 24.1 24.1 24.1 24.8 24.8 24.8 24.8 Total Split (s) 59.0 59.0 59.0 59.0 41.0 41.0 41.0 41.0 Total Split (%) 59.0% 59.0% 59.0% 59.0% 41.0% 41.0% 41.0% 41.0% Maximum Green (s) 52.9 52.9 52.9 52.9 35.2 35.2 35.2 35.2 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.8 2.8 2.8 2.8 2.5 2.5 2.5 2.5 Lost Time Adjust (s) -2.1-2.1-2.1-2.1-1.8-1.8-1.8 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 12.0 12.0 12.0 12.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 55.0 55.0 55.0 55.0 37.0 37.0 37.0 @ York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 35

Lanes, Volumes, Timings 2017 Background Traffic Volumes 347: Richmond Street & York Street AM Peak Hour Actuated g/c Ratio 0.55 0.55 0.55 0.55 0.37 0.37 0.37 v/c Ratio 0.34 0.64 0.28 0.33 0.19 0.69 0.22 Control Delay 11.9 12.9 25.3 18.7 21.0 24.5 15.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 11.9 12.9 25.3 18.7 21.0 24.5 15.6 LOS B B C B C C B Approach Delay 12.8 19.2 24.3 15.6 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 Street @ 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) 107 816 141 181 604 157 306 1253 268 0 593 95 Storage Length (m) 80.0 60.0 80.0 0.0 25.0 0.0 0.0 80.0 Storage Lanes 1 1 1 1 1 0 0 1 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 0.95 1.00 0.95 1.00 Ped Bike Factor 0.95 0.92 0.99 0.87 0.96 0.96 0.85 Frt 0.850 0.850 0.974 0.850 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot) 1740 3480 1542 1643 3413 1498 1723 3166 0 0 3413 1392 Flt Permitted 0.402 0.133 0.232 Satd. Flow (perm) 702 3480 1412 227 3413 1309 403 3166 0 0 3413 1178 Satd. Flow (RTOR) 139 79 37 119 Link Speed (k/h) 50 50 50 50 Link Distance (m) 197.2 244.3 278.6 139.4 Travel Time (s) 14.2 17.6 20.1 10.0 Confl. Peds. (#/hr) 101 64 64 101 130 205 205 130 Heavy Vehicles (%) 1% 1% 2% 7% 3% 5% 2% 4% 2% 0% 3% 13% Adj. Flow (vph) 116 887 153 197 657 171 333 1362 291 0 645 103 Lane Group Flow (vph) 116 887 153 197 657 171 333 1653 0 0 645 103 Median Width(m) 3.6 3.6 3.6 3.6 Number of Detectors 1 1 1 1 1 1 1 1 1 1 Detector Template Leading Detector (m) 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm pm+pt NA Perm pm+pt NA NA Perm Protected Phases 8 7 4 5 2 6 Permitted Phases 8 8 4 4 2 6 Detector Phase 8 8 8 7 4 4 5 2 6 6 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 5.0 7.0 7.0 7.0 @ York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 37

Lanes, Volumes, Timings 2017 Background Traffic Volumes 349: Wellington Street & York Street AM Peak Hour Minimum Split (s) 31.9 31.9 31.9 11.0 31.9 31.9 9.0 33.2 33.2 33.2 Total Split (s) 32.0 32.0 32.0 13.0 45.0 45.0 17.0 55.0 38.0 38.0 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) 26.1 26.1 26.1 9.0 39.1 39.1 13.0 48.8 31.8 31.8 Yellow Time (s) 3.3 3.3 3.3 3.0 3.3 3.3 3.0 3.3 3.3 3.3 All-Red Time (s) 2.6 2.6 2.6 1.0 2.6 2.6 1.0 2.9 2.9 2.9 Lost Time Adjust (s) -1.9-1.9-1.9 0.0-1.9-1.9 0.0-2.2-2.2-2.2 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lag Lag Lag Lead Lead Lag Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None None C-Max C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 19.0 19.0 19.0 19.0 19.0 20.0 20.0 20.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 28.0 28.0 28.0 41.0 41.0 41.0 51.0 51.0 34.0 34.0 Actuated g/c Ratio 0.28 0.28 0.28 0.41 0.41 0.41 0.51 0.51 0.34 0.34 v/c Ratio 0.59 0.91 0.31 0.90 0.47 0.29 0.88 1.01 0.56 0.22 Control Delay 63.4 67.9 25.3 68.2 17.9 9.6 43.6 40.1 22.6 5.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.8 0.0 0.0 Total Delay 63.4 67.9 25.3 68.2 17.9 9.7 43.6 54.9 22.6 5.0 LOS E E C E B A D D C A Approach Delay 61.8 26.2 53.0 20.2 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 Street @ 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) 142 706 56 70 693 95 161 423 73 117 408 235 Storage Length (m) 160.0 0.0 20.0 0.0 20.0 0.0 80.0 0.0 Storage Lanes 1 0 1 0 1 0 1 0 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 Ped Bike Factor 1.00 0.99 0.98 1.00 0.99 0.99 0.97 0.98 Frt 0.989 0.982 0.978 0.945 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1758 3382 0 1658 3298 0 1674 3308 0 1758 3163 0 Flt Permitted 0.129 0.264 0.325 0.408 Satd. Flow (perm) 238 3382 0 453 3298 0 567 3308 0 736 3163 0 Satd. Flow (RTOR) 10 16 29 162 Link Speed (k/h) 50 50 50 50 Link Distance (m) 241.9 245.9 278.0 139.6 Travel Time (s) 17.4 17.7 20.0 10.1 Confl. Peds. (#/hr) 18 33 33 18 24 49 49 24 Confl. Bikes (#/hr) 7 Heavy Vehicles (%) 0% 2% 4% 6% 4% 6% 5% 3% 2% 0% 3% 4% Adj. Flow (vph) 154 767 61 76 753 103 175 460 79 127 443 255 Lane Group Flow (vph) 154 828 0 76 856 0 175 539 0 127 698 0 Median Width(m) 3.6 3.6 3.6 3.6 Turn Type pm+pt NA Perm NA Perm NA Perm NA Protected Phases 1 6 2 8 4 Permitted Phases 6 2 8 4 Minimum Split (s) 8.0 33.9 33.9 33.9 31.9 31.9 31.9 31.9 Total Split (s) 8.0 44.0 36.0 36.0 56.0 56.0 56.0 56.0 Total Split (%) 8.0% 44.0% 36.0% 36.0% 56.0% 56.0% 56.0% 56.0% Maximum Green (s) 4.0 38.1 30.1 30.1 50.1 50.1 50.1 50.1 Yellow Time (s) 3.0 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 1.0 2.6 2.6 2.6 2.6 2.6 2.6 2.6 Lost Time Adjust (s) -1.9-1.9-1.9-1.9-1.9-1.9-1.9-1.9 Total Lost Time (s) 2.1 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lag Yes Yes Walk Time (s) 7.0 7.0 7.0 9.0 9.0 9.0 9.0 Flash Dont Walk (s) 18.0 18.0 18.0 16.0 16.0 16.0 16.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 @ York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 39

Lanes, Volumes, Timings 2017 Background Traffic Volumes 351: Colborne Street & York Street AM Peak Hour Act Effct Green (s) 41.9 40.0 32.0 32.0 52.0 52.0 52.0 52.0 Actuated g/c Ratio 0.42 0.40 0.32 0.32 0.52 0.52 0.52 0.52 v/c Ratio 0.81 0.61 0.53 0.80 0.60 0.31 0.33 0.41 Control Delay 49.7 21.8 33.1 29.5 35.7 20.0 15.1 10.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 49.7 21.8 33.1 29.5 35.7 20.0 15.1 10.5 LOS D C C C D B B B Approach Delay 26.2 29.8 23.8 11.2 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 Street @ 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) 18 720 9 29 900 26 12 19 15 2 9 17 Lane Util. Factor 0.95 0.95 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 1.00 0.98 0.97 Frt 0.998 0.996 0.957 0.919 Flt Protected 0.999 0.998 0.987 0.997 Satd. Flow (prot) 0 3436 0 0 3410 0 0 1630 0 0 1583 0 Flt Permitted 0.916 0.908 0.915 0.981 Satd. Flow (perm) 0 3150 0 0 3102 0 0 1499 0 0 1553 0 Satd. Flow (RTOR) 2 6 16 18 Link Speed (k/h) 50 50 50 50 Link Distance (m) 245.9 239.6 277.7 139.8 Travel Time (s) 17.7 17.3 20.0 10.1 Confl. Peds. (#/hr) 11 10 10 11 19 24 24 19 Heavy Vehicles (%) 0% 2% 0% 14% 2% 0% 8% 5% 4% 0% 13% 0% Adj. Flow (vph) 20 783 10 32 978 28 13 21 16 2 10 18 Lane Group Flow (vph) 0 813 0 0 1038 0 0 50 0 0 30 0 Median Width(m) 3.6 3.6 0.0 0.0 Number of Detectors 1 1 1 1 1 1 1 1 Detector Template Leading Detector (m) 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Perm NA D.Pm NA Perm NA D.Pm NA Protected Phases 2 6 4 8 Permitted Phases 2 2 4 4 Detector Phase 2 2 2 6 4 4 4 8 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 21.3 21.3 21.3 21.3 23.5 23.5 23.5 23.5 Total Split (s) 69.0 69.0 69.0 69.0 31.0 31.0 31.0 31.0 Total Split (%) 69.0% 69.0% 69.0% 69.0% 31.0% 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

Lanes, Volumes, Timings 2017 Background Traffic Volumes 352: Maitland Street & York Street AM Peak Hour Maximum Green (s) 63.7 63.7 63.7 63.7 25.6 25.6 25.6 25.6 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.0 2.0 2.0 2.0 2.1 2.1 2.1 2.1 Lost Time Adjust (s) -1.2-1.2-1.5-1.5 Total Lost Time (s) 4.1 4.1 3.9 3.9 Lead/Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode C-Max C-Max C-Max Max None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 9.0 9.0 9.0 9.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 5 5 5 5 5 5 5 5 Act Effct Green (s) 84.1 84.1 11.2 11.2 Actuated g/c Ratio 0.84 0.84 0.11 0.11 v/c Ratio 0.31 0.40 0.27 0.16 Control Delay 1.8 6.2 20.8 30.6 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 1.8 6.2 20.8 30.6 LOS A A C C Approach Delay 1.8 6.2 20.8 30.6 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 Street @ 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) 442 862 66 14 426 95 87 360 40 76 125 48 Storage Length (m) 75.0 0.0 30.0 0.0 50.0 35.0 30.0 0.0 Storage Lanes 1 0 1 0 1 1 1 0 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 0.95 0.95 Ped Bike Factor 0.99 0.99 0.98 0.99 0.97 0.89 0.96 0.98 Frt 0.989 0.973 0.850 0.959 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1674 3321 0 1612 3229 0 1706 1814 1498 1583 3082 0 Flt Permitted 0.292 0.284 0.629 0.243 Satd. Flow (perm) 510 3321 0 471 3229 0 1091 1814 1338 387 3082 0 Satd. Flow (RTOR) 13 27 72 52 Link Speed (k/h) 48 48 50 50 Link Distance (m) 191.4 381.9 288.0 277.9 Travel Time (s) 14.4 28.6 20.7 20.0 Confl. Peds. (#/hr) 20 40 40 20 47 103 103 47 Heavy Vehicles (%) 5% 3% 15% 9% 5% 6% 3% 2% 5% 11% 3% 20% Adj. Flow (vph) 480 937 72 15 463 103 95 391 43 83 136 52 Lane Group Flow (vph) 480 1009 0 15 566 0 95 391 43 83 188 0 Median Width(m) 3.6 3.6 3.6 3.6 Number of Detectors 1 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Left Thru Right Left Thru Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 2.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 2.0 10.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type pm+pt NA Perm NA Perm NA Perm Perm NA Protected Phases 5 2 6 4 8 Permitted Phases 2 6 4 4 8 Detector Phase 5 2 6 6 4 4 4 8 8 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 @ York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 43

Lanes, Volumes, Timings 2017 Background Traffic Volumes 357: Richmond Street & Horton Street AM Peak Hour Minimum Split (s) 9.0 27.6 27.6 27.6 38.4 38.4 38.4 38.4 38.4 Total Split (s) 28.0 60.0 32.0 32.0 40.0 40.0 40.0 40.0 40.0 Total Split (%) 28.0% 60.0% 32.0% 32.0% 40.0% 40.0% 40.0% 40.0% 40.0% Maximum Green (s) 24.0 54.4 26.4 26.4 33.6 33.6 33.6 33.6 33.6 Yellow Time (s) 3.0 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 1.0 2.3 2.3 2.3 3.1 3.1 3.1 3.1 3.1 Lost Time Adjust (s) 0.0-1.9-1.9-1.9-2.5-2.5-2.5-2.5-2.5 Total Lost Time (s) 4.0 3.7 3.7 3.7 3.9 3.9 3.9 3.9 3.9 Lead/Lag Lead Lag Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Max C-Max C-Max None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 15.0 15.0 15.0 25.0 25.0 25.0 25.0 25.0 Pedestrian Calls (#/hr) 8 8 8 8 8 8 8 8 Act Effct Green (s) 63.0 63.3 36.5 36.5 29.1 29.1 29.1 29.1 29.1 Actuated g/c Ratio 0.63 0.63 0.36 0.36 0.29 0.29 0.29 0.29 0.29 v/c Ratio 0.82 0.48 0.09 0.47 0.30 0.74 0.10 0.74 0.20 Control Delay 37.3 7.1 34.5 34.5 28.6 40.6 2.4 71.7 21.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 37.3 7.1 34.5 34.5 28.6 40.6 2.4 71.7 21.3 LOS D A C C C D A E C Approach Delay 16.9 34.5 35.3 36.7 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 Street @ 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) 234 629 53 120 548 185 147 1365 40 59 740 115 Lane Width (m) 3.6 3.6 3.6 3.6 3.7 3.6 3.6 3.6 3.6 3.6 3.6 3.6 Storage Length (m) 30.0 0.0 75.0 70.0 45.0 40.0 25.0 30.0 Storage Lanes 1 0 1 1 1 1 1 1 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Ped Bike Factor 0.99 1.00 0.99 0.97 0.98 0.96 1.00 0.90 Frt 0.988 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1740 3334 0 1658 3353 1527 1674 3413 1367 1690 3413 1512 Flt Permitted 0.228 0.182 0.179 0.113 Satd. Flow (perm) 415 3334 0 314 3353 1481 309 3413 1309 201 3413 1361 Satd. Flow (RTOR) 10 175 128 128 Link Speed (k/h) 48 48 50 50 Link Distance (m) 381.9 487.9 283.3 278.6 Travel Time (s) 28.6 36.6 20.4 20.1 Confl. Peds. (#/hr) 20 40 40 20 93 32 32 93 Heavy Vehicles (%) 1% 4% 1% 6% 6% 3% 5% 3% 15% 4% 3% 4% Adj. Flow (vph) 254 684 58 130 596 201 160 1484 43 64 804 125 Lane Group Flow (vph) 254 742 0 130 596 201 160 1484 43 64 804 125 Median Width(m) 3.6 3.6 3.6 3.6 Headway Factor 1.04 1.04 1.04 1.04 1.02 1.04 1.04 1.04 1.04 1.04 1.04 1.04 Number of Detectors 1 1 1 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Right Left Thru Right Left Thru Right Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 2.0 10.0 2.0 2.0 10.0 2.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 2.0 10.0 2.0 2.0 10.0 2.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 3 8 7 4 5 2 1 6 Permitted Phases 8 4 4 2 2 6 6 Detector Phase 3 8 7 4 4 5 2 2 1 6 6 Switch Phase @ York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 45

Lanes, Volumes, Timings 2017 Background Traffic Volumes 359: Wellington Street & Horton Street AM Peak Hour Minimum Initial (s) 5.0 7.0 5.0 7.0 7.0 5.0 7.0 7.0 5.0 1.0 1.0 Minimum Split (s) 9.0 39.8 9.0 39.8 39.8 9.0 37.2 37.2 9.0 37.2 37.2 Total Split (s) 12.0 42.0 10.0 40.0 40.0 10.8 38.0 38.0 10.0 37.2 37.2 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) 8.0 35.3 6.0 33.3 33.3 6.8 31.8 31.8 6.0 31.0 31.0 Yellow Time (s) 3.0 3.3 3.0 3.3 3.3 3.0 3.3 3.3 3.0 3.3 3.3 All-Red Time (s) 1.0 3.4 1.0 3.4 3.4 1.0 2.9 2.9 1.0 2.9 2.9 Lost Time Adjust (s) 0.0-2.8 0.0-2.8-2.8 0.0-2.2-2.2 0.0-2.2-2.2 Total Lost Time (s) 4.0 3.9 4.0 3.9 3.9 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 26.0 26.0 26.0 24.0 24.0 24.0 24.0 Pedestrian Calls (#/hr) 10 10 10 10 10 10 10 Act Effct Green (s) 38.8 30.9 34.8 28.9 28.9 50.3 42.3 42.3 44.3 37.5 37.5 Actuated g/c Ratio 0.39 0.31 0.35 0.29 0.29 0.50 0.42 0.42 0.44 0.38 0.38 v/c Ratio 0.95 0.71 0.68 0.61 0.36 0.56 1.03 0.07 0.34 0.63 0.21 Control Delay 59.7 20.2 46.8 41.7 15.4 22.7 56.1 0.6 28.6 34.7 12.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 59.7 20.2 46.8 41.7 15.4 22.7 56.1 0.6 28.6 34.7 12.9 LOS E C D D B C E A C C B Approach Delay 30.3 36.7 51.5 31.6 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 Street @ 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) 57 437 5 3 660 1 1 10 13 4 5 17 Lane Util. Factor 0.95 0.95 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 1.00 0.98 0.98 Frt 0.999 0.927 0.910 Flt Protected 0.994 0.998 0.993 Satd. Flow (prot) 0 3362 0 0 3314 0 0 1484 0 0 1378 0 Flt Permitted 0.801 0.954 0.988 0.950 Satd. Flow (perm) 0 2708 0 0 3161 0 0 1469 0 0 1315 0 Satd. Flow (RTOR) 2 14 18 Link Speed (k/h) 48 48 50 50 Link Distance (m) 243.7 87.0 281.0 277.7 Travel Time (s) 18.3 6.5 20.2 20.0 Confl. Peds. (#/hr) 5 3 3 5 7 11 11 7 Heavy Vehicles (%) 1% 4% 17% 14% 6% 25% 0% 10% 17% 8% 8% 25% Adj. Flow (vph) 62 475 5 3 717 1 1 11 14 4 5 18 Lane Group Flow (vph) 0 542 0 0 721 0 0 26 0 0 27 0 Median Width(m) 3.6 3.6 0.0 0.0 Number of Detectors 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 2 6 4 8 Permitted Phases 2 6 4 8 Detector Phase 2 2 6 6 4 4 8 8 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 18.6 18.6 18.6 18.6 23.5 23.5 23.5 23.5 Total Split (s) 73.0 73.0 73.0 73.0 27.0 27.0 27.0 27.0 Total Split (%) 73.0% 73.0% 73.0% 73.0% 27.0% 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

Lanes, Volumes, Timings 2017 Background Traffic Volumes 360: Maitland Street & Horton Street AM Peak Hour Maximum Green (s) 67.4 67.4 67.4 67.4 21.5 21.5 21.5 21.5 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.3 2.3 2.3 2.3 2.2 2.2 2.2 2.2 Lost Time Adjust (s) -1.1-1.1-1.5-1.5 Total Lost Time (s) 4.5 4.5 4.0 4.0 Lead/Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode C-Max C-Max Max Max None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 6.0 6.0 6.0 6.0 10.0 10.0 10.0 10.0 Pedestrian Calls (#/hr) 3 3 3 3 3 3 3 3 Act Effct Green (s) 87.7 87.7 10.6 10.6 Actuated g/c Ratio 0.88 0.88 0.11 0.11 v/c Ratio 0.23 0.26 0.16 0.17 Control Delay 6.9 7.5 26.1 19.3 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 6.9 7.5 26.1 19.3 LOS A A C B Approach Delay 6.9 7.5 26.1 19.3 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 Street @ 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) 316 380 15 8 462 110 43 207 8 57 190 164 Storage Length (m) 60.0 0.0 30.0 0.0 30.0 30.0 45.0 40.0 Storage Lanes 1 0 1 0 1 1 1 1 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 Ped Bike Factor 1.00 1.00 1.00 1.00 0.99 1.00 0.98 0.97 Frt 0.994 0.971 0.994 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1723 3425 0 1758 3364 0 1758 3489 0 1740 1832 1512 Flt Permitted 0.345 0.502 0.414 0.544 Satd. Flow (perm) 624 3425 0 928 3364 0 758 3489 0 977 1832 1471 Satd. Flow (RTOR) 7 31 4 178 Link Speed (k/h) 48 48 50 50 Link Distance (m) 487.9 243.7 282.4 278.0 Travel Time (s) 36.6 18.3 20.3 20.0 Confl. Peds. (#/hr) 9 1 1 9 13 23 23 13 Heavy Vehicles (%) 2% 2% 0% 0% 1% 1% 0% 0% 0% 1% 1% 4% Adj. Flow (vph) 343 413 16 9 502 120 47 225 9 62 207 178 Lane Group Flow (vph) 343 429 0 9 622 0 47 234 0 62 207 178 Median Width(m) 3.6 3.6 3.6 3.6 Number of Detectors 1 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Left Thru Left Thru Right Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 2.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 2.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type pm+pt NA Perm NA Perm NA Perm NA Perm Protected Phases 5 2 6 4 8 Permitted Phases 2 6 4 8 8 Detector Phase 5 2 6 6 4 4 8 8 8 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 @ York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 49

Lanes, Volumes, Timings 2017 Background Traffic Volumes 361: Colborne Street & Horton Street AM Peak Hour Minimum Split (s) 9.0 29.7 29.7 29.7 31.0 31.0 31.0 31.0 31.0 Total Split (s) 31.0 67.0 36.0 36.0 33.0 33.0 33.0 33.0 33.0 Total Split (%) 31.0% 67.0% 36.0% 36.0% 33.0% 33.0% 33.0% 33.0% 33.0% Maximum Green (s) 27.0 61.3 30.3 30.3 27.0 27.0 27.0 27.0 27.0 Yellow Time (s) 3.0 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 1.0 2.4 2.4 2.4 2.7 2.7 2.7 2.7 2.7 Lost Time Adjust (s) 0.0-1.7-1.7-1.7-2.0-2.0-2.0-2.0-2.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Max C-Max C-Max None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 17.0 17.0 17.0 18.0 18.0 18.0 18.0 18.0 Pedestrian Calls (#/hr) 3 3 3 3 3 3 3 3 Act Effct Green (s) 72.9 72.9 55.7 55.7 19.1 19.1 19.1 19.1 19.1 Actuated g/c Ratio 0.73 0.73 0.56 0.56 0.19 0.19 0.19 0.19 0.19 v/c Ratio 0.57 0.17 0.02 0.33 0.33 0.35 0.33 0.59 0.42 Control Delay 26.6 13.9 15.4 9.6 39.1 34.8 32.4 37.8 7.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 26.6 13.9 15.4 9.6 39.1 34.8 32.4 37.8 7.7 LOS C B B A D C C D A Approach Delay 19.5 9.7 35.5 25.0 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 Street @ 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) 0 0 0 126 24 41 45 1574 0 0 1099 29 Storage Length (m) 0.0 0.0 45.0 45.0 35.0 0.0 0.0 5.0 Storage Lanes 0 0 1 1 1 0 0 1 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Ped Bike Factor 0.99 0.98 0.99 0.93 Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 0 0 0 1723 1814 1542 1690 3413 0 0 3413 1498 Flt Permitted 0.950 0.205 Satd. Flow (perm) 0 0 0 1713 1814 1518 363 3413 0 0 3413 1394 Satd. Flow (RTOR) 29 33 Link Speed (k/h) 48 50 50 50 Link Distance (m) 250.2 489.2 303.6 283.3 Travel Time (s) 18.8 35.2 21.9 20.4 Confl. Peds. (#/hr) 3 5 5 3 20 19 19 20 Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 4% 3% 2% 2% 3% 5% Adj. Flow (vph) 0 0 0 137 26 45 49 1711 0 0 1195 32 Lane Group Flow (vph) 0 0 0 137 26 45 49 1711 0 0 1195 32 Median Width(m) 3.6 3.6 3.6 3.6 Turning Speed (k/h) 24 14 25 15 24 15 25 14 Number of Detectors 1 2 1 1 1 1 1 Detector Template Left Thru Right Left Thru Thru Right Leading Detector (m) 2.0 10.0 2.0 2.0 10.0 10.0 2.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 0.6 2.0 2.0 10.0 10.0 2.0 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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 Perm @ York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 51

Lanes, Volumes, Timings 2017 Background Traffic Volumes 369: Wellington Street & Grey Street AM Peak Hour Protected Phases 8 2 6 Permitted Phases 8 8 2 6 Detector Phase 8 8 8 2 2 6 6 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 33.0 33.0 33.0 28.7 28.7 25.7 25.7 Total Split (s) 37.0 37.0 37.0 63.0 63.0 63.0 63.0 Total Split (%) 37.0% 37.0% 37.0% 63.0% 63.0% 63.0% 63.0% Maximum Green (s) 31.0 31.0 31.0 57.3 57.3 57.3 57.3 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.7 2.7 2.7 2.4 2.4 2.4 2.4 Lost Time Adjust (s) 0.0 0.0 0.0-1.9-1.9-1.9-1.9 Total Lost Time (s) 6.0 6.0 6.0 3.8 3.8 3.8 3.8 Lead/Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None C-Max C-Max C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 20.0 20.0 20.0 16.0 16.0 13.0 13.0 Pedestrian Calls (#/hr) 2 2 2 2 2 2 2 Act Effct Green (s) 15.6 15.6 15.6 74.6 74.6 74.6 74.6 Actuated g/c Ratio 0.16 0.16 0.16 0.75 0.75 0.75 0.75 v/c Ratio 0.51 0.09 0.17 0.18 0.67 0.47 0.03 Control Delay 43.6 32.6 17.4 8.0 9.8 8.2 4.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 43.6 32.6 17.4 8.0 9.8 8.2 4.2 LOS D C B A A A A Approach Delay 36.6 9.8 8.1 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 Street @ 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) 57 341 60 107 783 179 110 972 67 159 881 37 Storage Length (m) 45.0 0.0 35.0 0.0 35.0 0.0 30.0 0.0 Storage Lanes 1 0 1 0 1 0 1 0 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 Ped Bike Factor 0.99 0.99 0.96 0.99 0.99 1.00 1.00 Frt 0.978 0.972 0.990 0.994 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1706 3238 0 1723 3258 0 1740 3355 0 1690 3322 0 Flt Permitted 0.168 0.345 0.257 0.099 Satd. Flow (perm) 298 3238 0 602 3258 0 468 3355 0 176 3322 0 Satd. Flow (RTOR) 21 33 8 6 Link Speed (k/h) 48 48 50 50 Link Distance (m) 222.7 263.8 58.0 458.1 Travel Time (s) 16.7 19.8 4.2 33.0 Confl. Peds. (#/hr) 55 74 74 55 19 37 37 19 Confl. Bikes (#/hr) 4 Heavy Vehicles (%) 3% 4% 8% 2% 3% 5% 1% 3% 8% 4% 5% 5% Adj. Flow (vph) 62 371 65 116 851 195 120 1057 73 173 958 40 Lane Group Flow (vph) 62 436 0 116 1046 0 120 1130 0 173 998 0 Median Width(m) 3.6 3.6 3.6 3.6 Number of Detectors 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Perm NA pm+pt NA Perm NA pm+pt NA Protected Phases 6 5 2 8 7 4 Permitted Phases 6 2 8 4 Detector Phase 6 6 5 2 8 8 7 4 Switch Phase @ York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 55

Lanes, Volumes, Timings 2017 Background Traffic Volumes 374: Adelaide Street & Hamilton Road AM Peak Hour Minimum Initial (s) 7.0 7.0 5.0 7.0 7.0 7.0 5.0 7.0 Minimum Split (s) 31.3 31.3 9.0 31.3 28.5 28.5 11.0 28.5 Total Split (s) 35.0 35.0 10.0 45.0 43.0 43.0 12.0 55.0 Total Split (%) 35.0% 35.0% 10.0% 45.0% 43.0% 43.0% 12.0% 55.0% Maximum Green (s) 28.7 28.7 6.0 38.7 36.5 36.5 8.0 48.5 Yellow Time (s) 3.3 3.3 3.0 3.3 3.4 3.4 3.0 3.4 All-Red Time (s) 3.0 3.0 1.0 3.0 3.1 3.1 1.0 3.1 Lost Time Adjust (s) -2.3-2.3 0.0-2.3-2.4-2.4 0.0-2.4 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.1 4.1 4.0 4.1 Lead/Lag Lag Lag Lead Lag Lag Lead Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode C-Max C-Max None C-Max Max Max None Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 18.0 18.0 18.0 15.0 15.0 15.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 Act Effct Green (s) 31.0 31.0 41.0 41.0 38.9 38.9 51.0 50.9 Actuated g/c Ratio 0.31 0.31 0.41 0.41 0.39 0.39 0.51 0.51 v/c Ratio 0.67 0.43 0.37 0.77 0.66 0.86 0.82 0.59 Control Delay 70.2 32.0 22.4 29.3 45.3 36.2 51.0 8.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 70.2 32.0 22.4 29.3 45.3 36.2 51.0 8.5 LOS E C C C D D D A Approach Delay 36.8 28.7 37.1 14.8 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 Road @ 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) 17 0 5 142 1 80 1 271 2 2 550 2 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Hourly flow rate (vph) 18 0 5 154 1 87 1 295 2 2 598 2 Pedestrians 26 26 10 3 Lane Width (m) 3.6 3.6 3.6 3.6 Walking Speed (m/s) 1.2 1.2 1.2 1.2 Percent Blockage 2 2 1 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 287 px, platoon unblocked 0.82 0.82 0.82 0.82 0.82 0.82 vc, conflicting volume 1018 954 635 943 954 325 626 323 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 910 832 441 818 832 325 430 323 tc, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tc, 2 stage (s) tf (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 89 100 99 31 100 88 100 100 cm capacity (veh/h) 172 238 488 223 238 699 903 1210 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 24 242 298 602 Volume Left 18 154 1 2 Volume Right 5 87 2 2 csh 201 295 903 1210 Volume to Capacity 0.12 0.82 0.00 0.00 Queue Length 95th (m) 3.0 51.6 0.0 0.0 Control Delay (s) 25.3 55.2 0.0 0.1 Lane LOS D F A A Approach Delay (s) 25.3 55.2 0.0 0.1 Approach LOS D F Average Delay 12.0 Intersection Capacity Utilization 51.9% ICU Level of Service A Page 2

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) 0 0 50 1277 1276 83 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 0 0 54 1388 1387 90 Pedestrians 25 1 1 Lane Width (m) 0.0 3.6 3.6 Walking Speed (m/s) 1.2 1.2 1.2 Percent Blockage 0 0 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 52 px, platoon unblocked 0.71 0.71 0.71 vc, conflicting volume 2261 765 1502 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 1952 0 877 tc, single (s) 6.8 6.9 4.1 tc, 2 stage (s) tf (s) 3.5 3.3 2.2 p0 queue free % 100 100 90 cm capacity (veh/h) 36 764 540 Direction, Lane # NB 1 NB 2 SB 1 SB 2 Volume Total 517 925 925 553 Volume Left 54 0 0 0 Volume Right 0 0 0 90 csh 540 1700 1700 1700 Volume to Capacity 0.10 0.54 0.54 0.33 Queue Length 95th (m) 2.5 0.0 0.0 0.0 Control Delay (s) 2.8 0.0 0.0 0.0 Lane LOS A Approach Delay (s) 1.0 0.0 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) 0 0 0 6 171 9 40 29 0 0 16 24 Hourly flow rate (vph) 0 0 0 7 186 10 43 32 0 0 17 26 Direction, Lane # WB 1 NB 1 SB 1 Volume Total (vph) 202 75 43 Volume Left (vph) 7 43 0 Volume Right (vph) 10 0 26 Hadj (s) 0.01 0.15-0.33 Departure Headway (s) 4.2 4.6 4.1 Degree Utilization, x 0.24 0.09 0.05 Capacity (veh/h) 838 750 816 Control Delay (s) 8.5 8.0 7.3 Approach Delay (s) 8.5 8.0 7.3 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 Background Traffic Volumes 52: Colborne Street & Grey Street PM Peak Hour Volume (vph) 0 0 0 2 208 14 54 114 0 0 84 183 Storage Length (m) 0.0 0.0 0.0 15.0 30.0 0.0 0.0 0.0 Storage Lanes 0 0 0 1 1 0 0 0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 0.97 0.98 0.97 Frt 0.850 0.907 Flt Protected 0.950 Satd. Flow (prot) 0 0 0 0 1814 1542 1723 1814 0 0 1597 0 Flt Permitted 0.532 Satd. Flow (perm) 0 0 0 0 1813 1489 950 1814 0 0 1597 0 Satd. Flow (RTOR) 51 199 Link Speed (k/h) 50 50 50 50 Link Distance (m) 302.9 243.0 281.3 142.5 Travel Time (s) 21.8 17.5 20.3 10.3 Confl. Peds. (#/hr) 8 9 9 8 12 13 13 12 Adj. Flow (vph) 0 0 0 2 226 15 59 124 0 0 91 199 Lane Group Flow (vph) 0 0 0 0 228 15 59 124 0 0 290 0 Median Width(m) 0.0 0.0 3.6 3.6 Number of Detectors 1 2 1 1 2 2 Detector Template Left Thru Right Left Thru Thru Leading Detector (m) 2.0 10.0 2.0 2.0 10.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 0.6 2.0 2.0 0.6 0.6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(m) 9.4 9.4 9.4 Detector 2 Size(m) 0.6 0.6 0.6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 Turn Type Perm NA Perm Perm NA NA Protected Phases 2 4 4 Page 7 Lanes, Volumes, Timings 2017 Future Background Traffic Volumes 52: Colborne Street & Grey Street PM Peak Hour Permitted Phases 2 2 4 Detector Phase 2 2 2 4 4 4 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 23.7 23.7 23.7 23.2 23.2 23.2 Total Split (s) 23.7 23.7 23.7 23.2 23.2 23.2 Total Split (%) 50.5% 50.5% 50.5% 49.5% 49.5% 49.5% Maximum Green (s) 18.0 18.0 18.0 18.0 18.0 18.0 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.4 2.4 2.4 1.9 1.9 1.9 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.7 5.7 5.2 5.2 5.2 Lead/Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode Max Max Max None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 6.0 6.0 6.0 5.0 5.0 5.0 Pedestrian Calls (#/hr) 3 3 3 3 3 3 Act Effct Green (s) 20.2 20.2 9.2 9.2 9.2 Actuated g/c Ratio 0.50 0.50 0.23 0.23 0.23 v/c Ratio 0.25 0.02 0.27 0.30 0.56 Control Delay 7.7 0.6 14.9 13.6 9.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 7.7 0.6 14.9 13.6 9.1 LOS A A B B A Approach Delay 7.2 14.0 9.1 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

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) 26 45 0 1133 1183 0 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 28 49 0 1232 1286 0 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) 144 339 px, platoon unblocked 0.82 0.76 0.76 vc, conflicting volume 1909 650 1293 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 954 0 741 tc, single (s) 6.8 6.9 4.1 tc, 2 stage (s) tf (s) 3.5 3.3 2.2 p0 queue free % 87 94 100 cm capacity (veh/h) 210 815 647 Direction, Lane # EB 1 NB 1 NB 2 SB 1 SB 2 Volume Total 77 616 616 643 643 Volume Left 28 0 0 0 0 Volume Right 49 0 0 0 0 csh 396 1700 1700 1700 1700 Volume to Capacity 0.19 0.36 0.36 0.38 0.38 Queue Length 95th (m) 5.4 0.0 0.0 0.0 0.0 Control Delay (s) 16.3 0.0 0.0 0.0 0.0 Lane LOS C Approach Delay (s) 16.3 0.0 0.0 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) 11 67 4 0 0 0 0 20 10 14 5 0 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Hourly flow rate (vph) 12 73 4 0 0 0 0 22 11 15 5 0 Pedestrians 5 7 6 4 Lane Width (m) 3.6 0.0 3.6 3.6 Walking Speed (m/s) 1.2 1.2 1.2 1.2 Percent Blockage 0 0 1 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked vc, conflicting volume 4 83 113 109 88 132 111 9 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 4 83 113 109 88 132 111 9 tc, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tc, 2 stage (s) tf (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 99 100 100 97 99 98 99 100 cm capacity (veh/h) 1612 1506 842 769 965 801 767 1065 Direction, Lane # EB 1 NB 1 SB 1 Volume Total 89 33 21 Volume Left 12 0 15 Volume Right 4 11 0 csh 1612 825 792 Volume to Capacity 0.01 0.04 0.03 Queue Length 95th (m) 0.2 0.9 0.6 Control Delay (s) 1.0 9.5 9.7 Lane LOS A A A Approach Delay (s) 1.0 9.5 9.7 Approach LOS A A Average Delay 4.2 Intersection Capacity Utilization 26.8% ICU Level of Service A Page 12

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) 0 0 18 0 0 0 19 1524 101 51 2072 7 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Hourly flow rate (vph) 0 0 20 0 0 0 21 1657 110 55 2252 8 Pedestrians 38 14 3 2 Lane Width (m) 3.6 0.0 3.6 3.6 Walking Speed (m/s) 1.2 1.2 1.2 1.2 Percent Blockage 3 0 0 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 279 px, platoon unblocked 0.66 0.66 0.66 0.66 0.66 0.66 vc, conflicting volume 3276 4226 1171 3026 4175 899 2298 1780 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 3416 4846 247 3039 4769 899 1943 1780 tc, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tc, 2 stage (s) tf (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 100 100 96 100 100 100 89 84 cm capacity (veh/h) 1 0 483 3 0 281 192 345 Direction, Lane # EB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total 20 21 1104 662 55 1501 758 Volume Left 0 21 0 0 55 0 0 Volume Right 20 0 0 110 0 0 8 csh 483 192 1700 1700 345 1700 1700 Volume to Capacity 0.04 0.11 0.65 0.39 0.16 0.88 0.45 Queue Length 95th (m) 1.0 2.7 0.0 0.0 4.3 0.0 0.0 Control Delay (s) 12.8 26.0 0.0 0.0 17.4 0.0 0.0 Lane LOS B D C Approach Delay (s) 12.8 0.3 0.4 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) 39 78 31 0 0 0 0 78 5 18 69 0 Hourly flow rate (vph) 42 85 34 0 0 0 0 85 5 20 75 0 Direction, Lane # EB 1 NB 1 SB 1 Volume Total (vph) 161 90 95 Volume Left (vph) 42 0 20 Volume Right (vph) 34 5 0 Hadj (s) -0.04 0.00 0.08 Departure Headway (s) 4.3 4.4 4.5 Degree Utilization, x 0.19 0.11 0.12 Capacity (veh/h) 807 784 768 Control Delay (s) 8.3 7.9 8.0 Approach Delay (s) 8.3 7.9 8.0 Approach LOS A A A Delay 8.1 Level of Service A Intersection Capacity Utilization 33.5% ICU Level of Service A Page 16

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) 1 124 6 5 84 12 12 12 9 20 9 3 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Hourly flow rate (vph) 1 135 7 5 91 13 13 13 10 22 10 3 Pedestrians 10 16 18 7 Lane Width (m) 3.6 3.6 3.6 3.6 Walking Speed (m/s) 1.2 1.2 1.2 1.2 Percent Blockage 1 1 2 1 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked vc, conflicting volume 111 159 285 280 172 288 277 115 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 111 159 285 280 172 288 277 115 tc, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tc, 2 stage (s) tf (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 100 100 98 98 99 97 98 100 cm capacity (veh/h) 1470 1399 629 612 847 621 615 924 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 142 110 36 35 Volume Left 1 5 13 22 Volume Right 7 13 10 3 csh 1470 1399 669 639 Volume to Capacity 0.00 0.00 0.05 0.05 Queue Length 95th (m) 0.0 0.1 1.3 1.3 Control Delay (s) 0.1 0.4 10.7 11.0 Lane LOS A A B B Approach Delay (s) 0.1 0.4 10.7 11.0 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) 32 47 95 51 32 73 27 982 68 24 1131 23 Storage Length (m) 35.0 0.0 25.0 0.0 0.0 0.0 0.0 0.0 Storage Lanes 1 0 1 0 0 0 0 0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 0.95 0.95 0.95 Ped Bike Factor 0.99 0.98 0.99 0.99 1.00 1.00 Frt 0.900 0.896 0.991 0.997 Flt Protected 0.950 0.950 0.999 0.999 Satd. Flow (prot) 1723 1606 0 1723 1602 0 0 3405 0 0 3430 0 Flt Permitted 0.684 0.626 0.894 0.912 Satd. Flow (perm) 1231 1606 0 1124 1602 0 0 3047 0 0 3131 0 Satd. Flow (RTOR) 71 79 16 4 Link Speed (k/h) 50 50 50 50 Link Distance (m) 411.4 72.1 138.2 143.9 Travel Time (s) 29.6 5.2 10.0 10.4 Confl. Peds. (#/hr) 7 10 10 7 6 5 5 6 Adj. Flow (vph) 35 51 103 55 35 79 29 1067 74 26 1229 25 Lane Group Flow (vph) 35 154 0 55 114 0 0 1170 0 0 1280 0 Median Width(m) 3.6 3.6 0.0 0.0 Number of Detectors 1 2 1 2 1 2 1 2 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 0.6 2.0 0.6 2.0 0.6 2.0 0.6 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(m) 9.4 9.4 9.4 9.4 Detector 2 Size(m) 0.6 0.6 0.6 0.6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4 4 2 2 Page 19

Lanes, Volumes, Timings 2017 Future Background Traffic Volumes 74: Adelaide Street & Nelson Street PM Peak Hour Permitted Phases 4 4 2 2 Detector Phase 4 4 4 4 2 2 2 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 24.9 24.9 24.9 24.9 23.6 23.6 23.6 23.6 Total Split (s) 26.0 26.0 26.0 26.0 54.0 54.0 54.0 54.0 Total Split (%) 32.5% 32.5% 32.5% 32.5% 67.5% 67.5% 67.5% 67.5% Maximum Green (s) 20.1 20.1 20.1 20.1 48.4 48.4 48.4 48.4 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.6 2.6 2.6 2.6 2.3 2.3 2.3 2.3 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.9 5.9 5.9 5.9 5.6 5.6 Lead/Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None C-Max C-Max C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 12.0 12.0 12.0 12.0 8.0 8.0 8.0 8.0 Pedestrian Calls (#/hr) 2 2 2 2 2 2 2 2 Act Effct Green (s) 11.0 11.0 11.0 11.0 57.5 57.5 Actuated g/c Ratio 0.14 0.14 0.14 0.14 0.72 0.72 v/c Ratio 0.21 0.55 0.36 0.40 0.53 0.57 Control Delay 31.2 24.4 35.9 15.5 6.9 7.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 31.2 24.4 35.9 15.5 6.9 7.4 LOS C C D B A A Approach Delay 25.7 22.2 6.9 7.4 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) 155 329 43 40 273 85 5 431 75 184 475 61 Storage Length (m) 40.0 0.0 25.0 0.0 55.0 0.0 60.0 60.0 Storage Lanes 1 0 1 0 1 0 1 1 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 1.00 Ped Bike Factor 0.98 0.93 0.94 0.75 0.97 0.94 0.47 Frt 0.983 0.965 0.978 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1758 1757 0 1627 1626 0 1690 3070 0 1723 3255 1542 Flt Permitted 0.202 0.352 0.461 0.348 Satd. Flow (perm) 374 1757 0 560 1626 0 613 3070 0 591 3255 727 Satd. Flow (RTOR) 6 14 19 66 Link Speed (k/h) 50 50 50 50 Link Distance (m) 225.7 153.6 71.2 162.2 Travel Time (s) 16.3 11.1 5.1 11.7 Confl. Peds. (#/hr) 135 88 88 135 242 80 80 242 Confl. Bikes (#/hr) 10 8 6 8 Heavy Vehicles (%) 0% 1% 4% 8% 1% 9% 4% 9% 5% 2% 8% 2% Adj. Flow (vph) 168 358 47 43 297 92 5 468 82 200 516 66 Lane Group Flow (vph) 168 405 0 43 389 0 5 550 0 200 516 66 Median Width(m) 3.6 3.6 3.6 3.6 Number of Detectors 1 1 1 1 1 1 1 1 1 Detector Template Leading Detector (m) 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type pm+pt NA Perm NA Perm NA pm+pt NA Perm Protected Phases 3 8 4 2 1 6 Permitted Phases 8 4 2 6 6 Detector Phase 3 8 4 4 2 2 1 6 6 Switch Phase Page 21

Lanes, Volumes, Timings 2017 Future Background Traffic Volumes 307: Richmond Street & Dufferin Avenue PM Peak Hour Minimum Initial (s) 4.0 7.0 7.0 7.0 7.0 7.0 5.0 7.0 7.0 Minimum Split (s) 8.0 24.8 24.8 24.8 30.4 30.4 9.0 30.6 30.6 Total Split (s) 8.0 50.0 42.0 42.0 47.0 47.0 23.0 70.0 70.0 Total Split (%) 6.7% 41.7% 35.0% 35.0% 39.2% 39.2% 19.2% 58.3% 58.3% Maximum Green (s) 4.0 44.3 36.2 36.2 41.6 41.6 19.0 64.4 64.4 Yellow Time (s) 3.0 3.3 3.3 3.3 3.3 3.3 3.0 3.3 3.3 All-Red Time (s) 1.0 2.4 2.5 2.5 2.1 2.1 1.0 2.3 2.3 Lost Time Adjust (s) -1.8-1.8-1.8-1.8-1.4-1.4 0.0-1.4-1.4 Total Lost Time (s) 2.2 3.9 4.0 4.0 4.0 4.0 4.0 4.2 4.2 Lead/Lag Lead Lag Lag Lag Lag Lead Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None C-Max C-Max None C-Max C-Max Walk Time (s) 7.0 7.0 7.0 17.0 17.0 17.0 17.0 Flash Dont Walk (s) 12.0 12.0 12.0 8.0 8.0 8.0 8.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 43.1 41.4 33.3 33.3 54.4 54.4 70.7 70.5 70.5 Actuated g/c Ratio 0.36 0.34 0.28 0.28 0.45 0.45 0.59 0.59 0.59 v/c Ratio 0.84 0.66 0.28 0.84 0.02 0.39 0.43 0.27 0.15 Control Delay 62.5 38.1 37.2 56.0 23.0 23.6 15.5 13.3 3.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 62.5 38.1 37.2 56.0 23.0 23.6 15.5 13.3 3.9 LOS E D D E C C B B A Approach Delay 45.2 54.1 23.5 13.1 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) 36 410 193 50 184 28 142 570 102 5 436 57 Storage Length (m) 0.0 20.0 40.0 0.0 0.0 0.0 0.0 50.0 Storage Lanes 0 1 1 1 0 0 0 1 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 0.95 0.95 0.95 Ped Bike Factor 1.00 0.91 0.97 0.93 0.98 0.98 Frt 0.850 0.850 0.981 0.983 Flt Protected 0.996 0.950 0.991 Satd. Flow (prot) 0 1789 1557 1706 1832 1527 0 3313 0 0 3283 0 Flt Permitted 0.962 0.328 0.682 0.947 Satd. Flow (perm) 0 1722 1409 573 1832 1413 0 2253 0 0 3109 0 Satd. Flow (RTOR) 91 30 17 15 Link Speed (k/h) 50 50 50 50 Link Distance (m) 200.8 242.1 160.6 405.1 Travel Time (s) 14.5 17.4 11.6 29.2 Confl. Peds. (#/hr) 46 61 61 46 73 45 45 73 Heavy Vehicles (%) 3% 3% 1% 3% 1% 3% 1% 2% 5% 4% 3% 3% Adj. Flow (vph) 39 446 210 54 200 30 154 620 111 5 474 62 Lane Group Flow (vph) 0 485 210 54 200 30 0 885 0 0 541 0 Median Width(m) 3.6 3.6 0.0 0.0 Turn Type Perm NA Perm Perm NA Perm Perm NA Perm NA Protected Phases 4 4 2 2 Permitted Phases 4 4 4 4 2 2 Minimum Split (s) 32.7 32.7 32.7 32.7 32.7 32.7 32.7 32.7 32.7 32.7 Total Split (s) 62.0 62.0 62.0 62.0 62.0 62.0 58.0 58.0 58.0 58.0 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) 56.3 56.3 56.3 56.3 56.3 56.3 52.3 52.3 52.3 52.3 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 Lost Time Adjust (s) -1.8-1.8-1.8-1.8-1.8-1.7-1.7 Total Lost Time (s) 3.9 3.9 3.9 3.9 3.9 4.0 4.0 Lead/Lag Walk Time (s) 16.0 16.0 16.0 16.0 16.0 16.0 14.0 14.0 14.0 14.0 Flash Dont Walk (s) 10.0 10.0 10.0 10.0 10.0 10.0 12.0 12.0 12.0 12.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0 0 Act Effct Green (s) 58.1 58.1 58.1 58.1 58.1 54.0 54.0 Page 23

Lanes, Volumes, Timings 2017 Future Background Traffic Volumes 309: Wellington Street & Dufferin Avenue PM Peak Hour Actuated g/c Ratio 0.48 0.48 0.48 0.48 0.48 0.45 0.45 v/c Ratio 0.58 0.29 0.19 0.23 0.04 0.87 0.38 Control Delay 25.8 11.3 20.1 18.8 5.7 39.6 22.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 25.8 11.3 20.1 18.8 5.7 39.6 22.3 LOS C B C B A D C Approach Delay 21.4 17.6 39.6 22.3 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) 80 143 100 44 79 12 42 506 26 5 428 43 Storage Length (m) 35.0 0.0 30.0 0.0 100.0 0.0 20.0 0.0 Storage Lanes 1 0 1 0 1 0 1 0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.90 0.91 0.90 0.98 0.98 1.00 0.99 Frt 0.938 0.980 0.993 0.986 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1758 1555 0 1723 1756 0 1723 1814 0 1758 1793 0 Flt Permitted 0.685 0.468 0.363 0.316 Satd. Flow (perm) 1137 1555 0 761 1756 0 646 1814 0 585 1793 0 Satd. Flow (RTOR) 33 7 4 7 Link Speed (k/h) 50 50 50 50 Link Distance (m) 239.0 129.8 158.9 405.2 Travel Time (s) 17.2 9.3 11.4 29.2 Confl. Peds. (#/hr) 34 58 58 34 20 8 8 20 Heavy Vehicles (%) 0% 1% 2% 2% 1% 4% 2% 1% 2% 0% 1% 0% Adj. Flow (vph) 87 155 109 48 86 13 46 550 28 5 465 47 Lane Group Flow (vph) 87 264 0 48 99 0 46 578 0 5 512 0 Median Width(m) 3.6 3.6 3.6 3.6 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4 4 2 2 Permitted Phases 4 4 2 2 Minimum Split (s) 22.7 22.7 22.7 22.7 22.7 22.7 22.7 22.7 Total Split (s) 47.0 47.0 47.0 47.0 73.0 73.0 73.0 73.0 Total Split (%) 39.2% 39.2% 39.2% 39.2% 60.8% 60.8% 60.8% 60.8% Maximum Green (s) 41.3 41.3 41.3 41.3 67.3 67.3 67.3 67.3 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 Lost Time Adjust (s) -1.7-1.7-1.7-1.7-1.7-1.7-1.7-1.7 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 43.0 43.0 43.0 43.0 69.0 69.0 69.0 69.0 Page 25

Lanes, Volumes, Timings 2017 Future Background Traffic Volumes 311: Colborne Street & Dufferin Avenue PM Peak Hour Actuated g/c Ratio 0.36 0.36 0.36 0.36 0.58 0.58 0.58 0.58 v/c Ratio 0.21 0.46 0.18 0.16 0.12 0.55 0.01 0.50 Control Delay 28.6 28.7 28.7 25.1 12.8 18.3 11.2 17.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 3.0 0.0 0.0 Total Delay 28.6 28.7 28.7 25.1 12.8 21.3 11.2 17.0 LOS C C C C B C B B Approach Delay 28.6 26.3 20.6 16.9 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) 1 276 2 0 219 16 0 490 3 2 516 1 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 0.95 0.95 Ped Bike Factor 1.00 0.97 1.00 1.00 Frt 0.999 0.991 0.999 Flt Protected Satd. Flow (prot) 0 1643 0 0 1566 0 0 3086 0 0 3127 0 Flt Permitted 0.954 Satd. Flow (perm) 0 1641 0 0 1566 0 0 3086 0 0 2981 0 Satd. Flow (RTOR) 4 1 Link Speed (k/h) 50 50 50 50 Link Distance (m) 188.5 186.0 138.5 153.6 Travel Time (s) 13.6 13.4 10.0 11.1 Confl. Peds. (#/hr) 527 342 342 527 618 303 303 618 Heavy Vehicles (%) 0% 1% 0% 0% 2% 0% 0% 2% 0% 0% 1% 0% Adj. Flow (vph) 1 300 2 0 238 17 0 533 3 2 561 1 Lane Group Flow (vph) 0 303 0 0 255 0 0 536 0 0 564 0 Median Width(m) 0.0 0.0 3.6 3.6 Headway Factor 1.18 1.18 1.18 1.18 1.18 1.18 1.18 1.18 1.18 1.18 1.18 1.18 Turn Type Perm NA NA NA Perm NA Protected Phases 2 2 4 4 Permitted Phases 2 4 Minimum Split (s) 20.4 20.4 20.4 17.4 17.4 17.4 Total Split (s) 62.0 62.0 62.0 58.0 58.0 58.0 Total Split (%) 51.7% 51.7% 51.7% 48.3% 48.3% 48.3% Maximum Green (s) 56.6 56.6 56.6 52.6 52.6 52.6 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.1 2.1 2.1 2.1 2.1 2.1 Lost Time Adjust (s) -1.0-1.0-1.4-1.4 Total Lost Time (s) 4.4 4.4 4.0 4.0 Lead/Lag Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 8.0 8.0 8.0 5.0 5.0 5.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 Act Effct Green (s) 57.6 57.6 54.0 54.0 Actuated g/c Ratio 0.48 0.48 0.45 0.45 v/c Ratio 0.39 0.34 0.39 0.42 Control Delay 21.7 20.6 23.0 23.6 Page 27

Lanes, Volumes, Timings 2017 Future Background Traffic Volumes 327: Richmond Street & Dundas Street PM Peak Hour Queue Delay 0.0 0.0 0.0 0.0 Total Delay 21.7 20.6 23.0 23.6 LOS C C C C Approach Delay 21.7 20.6 23.0 23.6 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 - 7-9 / 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) 84 250 67 149 155 71 64 1012 143 128 759 16 Storage Length (m) 0.0 15.0 60.0 0.0 40.0 70.0 30.0 0.0 Storage Lanes 0 1 1 1 1 1 1 0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 0.95 Ped Bike Factor 0.94 0.74 0.88 0.66 0.88 0.67 0.99 Frt 0.850 0.850 0.850 0.997 Flt Protected 0.988 0.950 0.950 0.950 Satd. Flow (prot) 0 1662 1367 1706 1713 1512 1723 3446 1542 1740 3429 0 Flt Permitted 0.873 0.384 0.260 0.168 Satd. Flow (perm) 0 1375 1017 610 1713 992 413 3446 1031 308 3429 0 Satd. Flow (RTOR) 27 27 103 3 Link Speed (k/h) 50 50 50 50 Link Distance (m) 197.2 245.0 144.4 148.5 Travel Time (s) 14.2 17.6 10.4 10.7 Confl. Peds. (#/hr) 411 208 208 411 344 262 262 344 Heavy Vehicles (%) 4% 12% 15% 3% 8% 4% 2% 2% 2% 1% 1% 0% Adj. Flow (vph) 91 272 73 162 168 77 70 1100 155 139 825 17 Lane Group Flow (vph) 0 363 73 162 168 77 70 1100 155 139 842 0 Median Width(m) 3.6 3.6 3.6 3.6 Turn Type Perm NA Perm Perm NA Perm Perm NA Perm Perm NA Protected Phases 8 4 2 6 Permitted Phases 8 8 4 4 2 2 6 Minimum Split (s) 36.7 36.7 36.7 36.7 36.7 36.7 28.0 28.0 28.0 28.0 28.0 Total Split (s) 52.0 52.0 52.0 52.0 52.0 52.0 68.0 68.0 68.0 68.0 68.0 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) 45.3 45.3 45.3 45.3 45.3 45.3 62.0 62.0 62.0 62.0 62.0 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 3.4 3.4 3.4 3.4 3.4 3.4 2.7 2.7 2.7 2.7 2.7 Lost Time Adjust (s) -2.7-2.7-2.7-2.7-2.7-2.0-2.0-2.0-2.0-2.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 23.0 23.0 23.0 23.0 23.0 23.0 15.0 15.0 15.0 15.0 15.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0 0 0 Act Effct Green (s) 48.0 48.0 48.0 48.0 48.0 64.0 64.0 64.0 64.0 64.0 Page 29

Lanes, Volumes, Timings 2017 Future Background Traffic Volumes 329: Wellington Street & Dundas Street PM Peak Hour Actuated g/c Ratio 0.40 0.40 0.40 0.40 0.40 0.53 0.53 0.53 0.53 0.53 v/c Ratio 0.66 0.17 0.66 0.25 0.19 0.32 0.60 0.26 0.85 0.46 Control Delay 36.4 16.6 44.9 25.2 17.1 20.8 20.9 6.7 66.9 18.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 3.3 0.0 0.0 0.8 Total Delay 36.4 16.6 44.9 25.2 17.1 20.8 24.2 6.7 66.9 19.1 LOS D B D C B C C A E B Approach Delay 33.0 31.5 22.0 25.9 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) 55 394 65 69 329 79 60 535 75 74 464 44 Storage Length (m) 40.0 15.0 55.0 15.0 40.0 30.0 45.0 0.0 Storage Lanes 1 1 1 1 1 1 1 0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.90 0.70 0.92 0.72 0.96 0.87 0.97 0.99 Frt 0.850 0.850 0.850 0.987 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1706 1745 1456 1758 1745 1512 1758 1832 1557 1758 1784 0 Flt Permitted 0.362 0.283 0.330 0.309 Satd. Flow (perm) 582 1745 1015 479 1745 1088 588 1832 1359 557 1784 0 Satd. Flow (RTOR) 28 34 48 7 Link Speed (k/h) 50 50 50 50 Link Distance (m) 239.2 250.1 76.3 147.7 Travel Time (s) 17.2 18.0 5.5 10.6 Confl. Peds. (#/hr) 93 101 101 93 52 40 40 52 Heavy Vehicles (%) 3% 6% 8% 0% 6% 4% 0% 1% 1% 0% 1% 0% Adj. Flow (vph) 60 428 71 75 358 86 65 582 82 80 504 48 Lane Group Flow (vph) 60 428 71 75 358 86 65 582 82 80 552 0 Median Width(m) 3.6 3.6 3.6 3.6 Turn Type Perm NA Perm Perm NA Perm Perm NA Perm Perm NA Protected Phases 2 2 4 4 Permitted Phases 2 2 2 2 4 4 4 Minimum Split (s) 26.9 26.9 26.9 26.9 26.9 26.9 28.1 28.1 28.1 28.1 28.1 Total Split (s) 48.0 48.0 48.0 48.0 48.0 48.0 72.0 72.0 72.0 72.0 72.0 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) 42.1 42.1 42.1 42.1 42.1 42.1 65.9 65.9 65.9 65.9 65.9 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.4 3.4 3.4 3.4 3.4 All-Red Time (s) 2.6 2.6 2.6 2.6 2.6 2.6 2.7 2.7 2.7 2.7 2.7 Lost Time Adjust (s) -1.9-1.9-1.9-1.9-1.9-1.9-2.0-2.0-2.0-2.0-2.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.1 4.1 4.1 4.1 4.1 Lead/Lag Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 14.0 14.0 14.0 14.0 14.0 14.0 15.0 15.0 15.0 15.0 15.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0 0 0 Act Effct Green (s) 44.0 44.0 44.0 44.0 44.0 44.0 67.9 67.9 67.9 67.9 67.9 Page 31

Lanes, Volumes, Timings 2017 Future Background Traffic Volumes 331: Colborne Street & Dundas Street PM Peak Hour Actuated g/c Ratio 0.37 0.37 0.37 0.37 0.37 0.37 0.57 0.57 0.57 0.57 0.57 v/c Ratio 0.28 0.67 0.18 0.43 0.56 0.20 0.20 0.56 0.10 0.25 0.55 Control Delay 31.4 38.1 18.0 35.1 32.0 15.2 14.7 19.2 6.1 15.9 18.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4.1 0.0 0.0 3.2 Total Delay 31.4 38.1 18.0 35.1 32.0 15.2 14.7 23.3 6.1 15.9 21.9 LOS C D B D C B B C A B C Approach Delay 34.8 29.7 20.6 21.1 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) 9 464 4 12 435 10 15 9 15 22 4 26 Storage Length (m) 0.0 15.0 0.0 15.0 0.0 0.0 0.0 0.0 Storage Lanes 0 1 0 1 0 0 0 0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 0.64 1.00 0.65 0.91 0.89 Frt 0.850 0.850 0.949 0.932 Flt Protected 0.999 0.999 0.981 0.979 Satd. Flow (prot) 0 1698 1392 0 1730 1572 0 1526 0 0 1475 0 Flt Permitted 0.990 0.985 0.885 0.878 Satd. Flow (perm) 0 1679 885 0 1701 1022 0 1318 0 0 1269 0 Satd. Flow (RTOR) 23 23 16 28 Link Speed (k/h) 50 50 50 50 Link Distance (m) 250.1 236.6 152.7 147.8 Travel Time (s) 18.0 17.0 11.0 10.6 Confl. Peds. (#/hr) 73 76 76 73 39 31 31 39 Heavy Vehicles (%) 0% 9% 13% 0% 7% 0% 10% 8% 5% 0% 42% 6% Adj. Flow (vph) 10 504 4 13 473 11 16 10 16 24 4 28 Lane Group Flow (vph) 0 514 4 0 486 11 0 42 0 0 56 0 Median Width(m) 3.6 3.6 0.0 0.0 Number of Detectors 1 1 1 1 1 1 1 1 1 1 Detector Template Leading Detector (m) 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm Perm NA Perm Perm NA Perm NA Protected Phases 2 6 4 8 Permitted Phases 2 2 6 6 4 8 Detector Phase 2 2 2 6 6 6 4 4 8 8 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Page 33

Lanes, Volumes, Timings 2017 Future Background Traffic Volumes 332: Maitland Street & Dundas Street PM Peak Hour Minimum Split (s) 18.1 18.1 18.1 18.1 18.1 18.1 23.5 23.5 23.5 23.5 Total Split (s) 91.0 91.0 91.0 91.0 91.0 91.0 29.0 29.0 29.0 29.0 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) 85.9 85.9 85.9 85.9 85.9 85.9 23.5 23.5 23.5 23.5 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 1.8 1.8 1.8 1.8 1.8 1.8 2.2 2.2 2.2 2.2 Lost Time Adjust (s) -1.0-1.0-1.0-1.0-1.4-1.4 Total Lost Time (s) 4.1 4.1 4.1 4.1 4.1 4.1 Lead/Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode C-Max C-Max C-Max Max Max Max None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 6.0 6.0 6.0 6.0 6.0 6.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 10 10 10 10 10 10 10 10 10 10 Act Effct Green (s) 103.7 103.7 103.7 103.7 11.4 11.4 Actuated g/c Ratio 0.86 0.86 0.86 0.86 0.10 0.10 v/c Ratio 0.35 0.01 0.33 0.01 0.30 0.38 Control Delay 1.2 0.0 3.1 0.5 39.1 36.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 1.2 0.0 3.1 0.5 39.1 36.0 LOS A A A A D D Approach Delay 1.2 3.1 39.1 36.0 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) 0 390 55 0 306 50 0 1132 76 0 1117 30 Storage Length (m) 0.0 75.0 0.0 0.0 0.0 0.0 0.0 0.0 Storage Lanes 0 1 0 0 0 0 0 0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Ped Bike Factor 0.95 0.99 1.00 Frt 0.850 0.981 0.991 0.996 Flt Protected Satd. Flow (prot) 0 1762 1456 0 1669 0 0 3381 0 0 3423 0 Flt Permitted Satd. Flow (perm) 0 1762 1456 0 1669 0 0 3381 0 0 3423 0 Satd. Flow (RTOR) 28 9 8 3 Link Speed (k/h) 50 50 50 50 Link Distance (m) 94.2 234.5 156.9 148.4 Travel Time (s) 6.8 16.9 11.3 10.7 Confl. Peds. (#/hr) 357 357 48 77 77 48 Heavy Vehicles (%) 0% 5% 8% 0% 4% 0% 0% 2% 0% 0% 2% 0% Adj. Flow (vph) 0 424 60 0 333 54 0 1230 83 0 1214 33 Lane Group Flow (vph) 0 424 60 0 387 0 0 1313 0 0 1247 0 Median Width(m) 0.0 0.0 3.6 3.6 Turn Type NA Perm NA NA NA Protected Phases 6 2 8 4 Permitted Phases 6 Minimum Split (s) 30.8 30.8 30.8 34.5 34.5 Total Split (s) 58.0 58.0 58.0 62.0 62.0 Total Split (%) 48.3% 48.3% 48.3% 51.7% 51.7% Maximum Green (s) 52.2 52.2 52.2 56.5 56.5 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.5 2.5 2.5 2.2 2.2 Lost Time Adjust (s) -1.8-1.8-1.8-1.5-1.5 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 Lead/Lag Walk Time (s) 10.0 10.0 10.0 16.0 16.0 Flash Dont Walk (s) 15.0 15.0 15.0 13.0 13.0 Pedestrian Calls (#/hr) 0 0 0 0 0 Act Effct Green (s) 54.0 54.0 54.0 58.0 58.0 Page 35

Lanes, Volumes, Timings 2017 Future Background Traffic Volumes 334: Adelaide Street & Dundas Street PM Peak Hour Actuated g/c Ratio 0.45 0.45 0.45 0.48 0.48 v/c Ratio 0.54 0.09 0.51 0.80 0.75 Control Delay 27.0 11.8 26.0 30.7 28.7 Queue Delay 0.0 0.0 0.0 20.1 15.9 Total Delay 27.0 11.8 26.0 50.8 44.7 LOS C B C D D Approach Delay 25.1 26.0 50.8 44.7 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) 90 539 102 232 1012 84 36 277 75 4 431 65 Storage Length (m) 30.0 0.0 40.0 0.0 40.0 0.0 0.0 0.0 Storage Lanes 1 0 1 0 1 0 0 0 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 0.95 0.95 0.95 Ped Bike Factor 0.99 0.98 0.97 0.99 0.93 0.96 0.97 Frt 0.976 0.989 0.968 0.980 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot) 1758 3204 0 1758 3262 0 1758 3218 0 0 3301 0 Flt Permitted 0.183 0.355 0.280 0.952 Satd. Flow (perm) 335 3204 0 638 3262 0 482 3218 0 0 3141 0 Satd. Flow (RTOR) 33 15 28 14 Link Speed (k/h) 50 50 50 50 Link Distance (m) 186.6 186.8 277.9 141.9 Travel Time (s) 13.4 13.4 20.0 10.2 Confl. Peds. (#/hr) 53 45 45 53 116 82 82 116 Heavy Vehicles (%) 0% 6% 2% 0% 6% 1% 0% 2% 2% 0% 1% 3% Adj. Flow (vph) 98 586 111 252 1100 91 39 301 82 4 468 71 Lane Group Flow (vph) 98 697 0 252 1191 0 39 383 0 0 543 0 Median Width(m) 3.6 3.6 3.6 3.6 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 2 2 4 4 Permitted Phases 2 2 4 4 Minimum Split (s) 24.1 24.1 24.1 24.1 24.8 24.8 24.8 24.8 Total Split (s) 83.0 83.0 83.0 83.0 37.0 37.0 37.0 37.0 Total Split (%) 69.2% 69.2% 69.2% 69.2% 30.8% 30.8% 30.8% 30.8% Maximum Green (s) 76.9 76.9 76.9 76.9 31.2 31.2 31.2 31.2 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.8 2.8 2.8 2.8 2.5 2.5 2.5 2.5 Lost Time Adjust (s) -2.1-2.1-2.1-2.1-1.8-1.8-1.8 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 12.0 12.0 12.0 12.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 79.0 79.0 79.0 79.0 33.0 33.0 33.0 Page 37

Lanes, Volumes, Timings 2017 Future Background Traffic Volumes 347: Richmond Street & York Street PM Peak Hour Actuated g/c Ratio 0.66 0.66 0.66 0.66 0.28 0.28 0.28 v/c Ratio 0.45 0.33 0.60 0.55 0.30 0.42 0.62 Control Delay 17.8 8.9 19.0 12.1 45.4 36.5 40.7 Queue Delay 0.0 0.0 0.0 0.6 0.0 0.0 0.0 Total Delay 17.8 8.9 19.0 12.7 45.4 36.5 40.7 LOS B A B B D D D Approach Delay 10.0 13.8 37.3 40.7 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) 75 673 325 244 1023 175 215 935 154 0 1183 217 Storage Length (m) 100.0 60.0 80.0 0.0 25.0 0.0 0.0 65.0 Storage Lanes 1 1 1 1 1 0 0 1 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 0.95 1.00 0.95 1.00 Ped Bike Factor 0.98 0.88 0.98 0.85 0.96 0.78 Frt 0.850 0.850 0.979 0.850 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot) 1723 3480 1572 1758 3480 1557 1740 3217 0 0 3413 1470 Flt Permitted 0.153 0.129 0.085 Satd. Flow (perm) 271 3480 1381 234 3480 1325 156 3217 0 0 3413 1145 Satd. Flow (RTOR) 267 65 24 99 Link Speed (k/h) 50 50 50 50 Link Distance (m) 197.2 244.3 278.6 139.4 Travel Time (s) 14.2 17.6 20.1 10.0 Confl. Peds. (#/hr) 101 81 81 101 160 192 192 160 Heavy Vehicles (%) 2% 1% 0% 0% 1% 1% 1% 3% 3% 0% 3% 7% Adj. Flow (vph) 82 732 353 265 1112 190 234 1016 167 0 1286 236 Lane Group Flow (vph) 82 732 353 265 1112 190 234 1183 0 0 1286 236 Median Width(m) 3.6 3.6 3.6 3.6 Number of Detectors 1 1 1 1 1 1 1 1 1 1 Detector Template Leading Detector (m) 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm pm+pt NA Perm pm+pt NA NA Perm Protected Phases 8 7 4 5 2 6 Permitted Phases 8 8 4 4 2 2 6 Detector Phase 8 8 8 7 4 4 5 2 6 6 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 5.0 7.0 7.0 7.0 Page 39

Lanes, Volumes, Timings 2017 Future Background Traffic Volumes 349: Wellington Street & York Street PM Peak Hour Minimum Split (s) 31.9 31.9 31.9 11.0 31.9 31.9 9.0 33.2 33.2 33.2 Total Split (s) 33.0 33.0 33.0 19.0 52.0 52.0 20.0 68.0 48.0 48.0 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) 27.1 27.1 27.1 15.0 46.1 46.1 16.0 61.8 41.8 41.8 Yellow Time (s) 3.3 3.3 3.3 3.0 3.3 3.3 3.0 3.3 3.3 3.3 All-Red Time (s) 2.6 2.6 2.6 1.0 2.6 2.6 1.0 2.9 2.9 2.9 Lost Time Adjust (s) -1.9-1.9-1.9 0.0-1.9-1.9 0.0-2.2-2.2-2.2 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lag Lag Lag Lead Lead Lag Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None None C-Max C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 19.0 19.0 19.0 19.0 19.0 20.0 20.0 20.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 29.0 29.0 29.0 48.0 48.0 48.0 64.0 64.0 45.4 45.4 Actuated g/c Ratio 0.24 0.24 0.24 0.40 0.40 0.40 0.53 0.53 0.38 0.38 v/c Ratio 1.26 0.87 0.66 0.93 0.80 0.33 0.85 0.69 1.00 0.48 Control Delay 236.8 56.0 17.1 69.9 37.1 17.9 57.7 43.3 61.9 20.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 37.1 0.0 Total Delay 236.8 56.0 17.1 69.9 37.1 17.9 57.7 43.3 99.0 20.0 LOS F E B E D B E D F B Approach Delay 57.0 40.3 45.7 86.8 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) 174 745 172 103 767 72 61 344 78 164 583 159 Storage Length (m) 160.0 0.0 20.0 0.0 20.0 0.0 80.0 0.0 Storage Lanes 1 0 1 0 1 0 1 0 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 Ped Bike Factor 0.99 0.97 0.98 1.00 0.99 0.99 0.97 0.99 Frt 0.972 0.987 0.972 0.968 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1758 3233 0 1723 3389 0 1690 3311 0 1740 3279 0 Flt Permitted 0.230 0.199 0.220 0.418 Satd. Flow (perm) 422 3233 0 353 3389 0 388 3311 0 745 3279 0 Satd. Flow (RTOR) 35 12 27 35 Link Speed (k/h) 50 50 50 50 Link Distance (m) 241.9 245.9 278.0 139.6 Travel Time (s) 17.4 17.7 20.0 10.1 Confl. Peds. (#/hr) 28 61 61 28 27 42 42 27 Heavy Vehicles (%) 0% 3% 0% 2% 2% 1% 4% 2% 1% 1% 2% 5% Adj. Flow (vph) 189 810 187 112 834 78 66 374 85 178 634 173 Lane Group Flow (vph) 189 997 0 112 912 0 66 459 0 178 807 0 Median Width(m) 3.6 3.6 3.6 3.6 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 6 2 8 4 Permitted Phases 6 2 8 4 Minimum Split (s) 30.9 30.9 30.9 30.9 30.9 30.9 30.9 30.9 Total Split (s) 67.0 67.0 67.0 67.0 53.0 53.0 53.0 53.0 Total Split (%) 55.8% 55.8% 55.8% 55.8% 44.2% 44.2% 44.2% 44.2% Maximum Green (s) 61.1 61.1 61.1 61.1 47.1 47.1 47.1 47.1 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.6 2.6 2.6 2.6 2.6 2.6 2.6 2.6 Lost Time Adjust (s) -1.9-1.9-1.9-1.9-1.9-1.9-1.9-1.9 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Walk Time (s) 7.0 7.0 7.0 7.0 9.0 9.0 9.0 9.0 Flash Dont Walk (s) 18.0 18.0 18.0 18.0 16.0 16.0 16.0 16.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 63.0 63.0 63.0 63.0 49.0 49.0 49.0 49.0 Page 41

Lanes, Volumes, Timings 2017 Future Background Traffic Volumes 351: Colborne Street & York Street PM Peak Hour Actuated g/c Ratio 0.52 0.52 0.52 0.52 0.41 0.41 0.41 0.41 v/c Ratio 0.86 0.58 0.61 0.51 0.42 0.34 0.59 0.59 Control Delay 60.0 20.4 32.8 17.5 35.3 22.4 37.1 28.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.2 Total Delay 60.0 20.4 32.8 17.5 35.3 22.4 37.1 29.8 LOS E C C B D C D C Approach Delay 26.7 19.1 24.0 31.1 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) 2 880 8 24 991 16 22 17 30 8 9 19 Lane Util. Factor 0.95 0.95 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 1.00 0.97 0.97 Frt 0.999 0.998 0.941 0.929 Flt Protected 0.999 0.984 0.989 Satd. Flow (prot) 0 3476 0 0 3466 0 0 1656 0 0 1654 0 Flt Permitted 0.954 0.911 0.911 0.927 Satd. Flow (perm) 0 3316 0 0 3160 0 0 1515 0 0 1540 0 Satd. Flow (RTOR) 2 3 30 21 Link Speed (k/h) 50 50 50 50 Link Distance (m) 245.9 239.6 277.7 139.8 Travel Time (s) 17.7 17.3 20.0 10.1 Confl. Peds. (#/hr) 9 6 6 9 20 18 18 20 Heavy Vehicles (%) 0% 1% 0% 3% 1% 0% 0% 0% 3% 0% 0% 0% Adj. Flow (vph) 2 957 9 26 1077 17 24 18 33 9 10 21 Lane Group Flow (vph) 0 968 0 0 1120 0 0 75 0 0 40 0 Median Width(m) 3.6 3.6 0.0 0.0 Number of Detectors 1 1 1 1 1 1 1 1 Detector Template Leading Detector (m) 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 2 6 4 8 Permitted Phases 2 6 4 8 Detector Phase 2 2 6 6 4 4 8 8 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 21.3 21.3 21.3 21.3 23.5 23.5 23.5 23.5 Total Split (s) 91.0 91.0 91.0 91.0 29.0 29.0 29.0 29.0 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 Background Traffic Volumes 352: Maitland Street & York Street PM Peak Hour Maximum Green (s) 85.7 85.7 85.7 85.7 23.6 23.6 23.6 23.6 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.0 2.0 2.0 2.0 2.1 2.1 2.1 2.1 Lost Time Adjust (s) -1.2-1.2-1.5-1.5 Total Lost Time (s) 4.1 4.1 3.9 3.9 Lead/Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode C-Max C-Max Max Max None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 9.0 9.0 9.0 9.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 5 5 5 5 5 5 5 5 Act Effct Green (s) 103.4 103.4 11.9 11.9 Actuated g/c Ratio 0.86 0.86 0.10 0.10 v/c Ratio 0.34 0.41 0.42 0.23 Control Delay 1.5 3.1 37.5 30.6 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 1.5 3.1 37.5 30.6 LOS A A D C Approach Delay 1.5 3.1 37.5 30.6 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) 194 550 60 46 887 48 108 153 28 153 331 219 Storage Length (m) 75.0 0.0 30.0 0.0 50.0 30.0 30.0 0.0 Storage Lanes 1 0 1 0 1 1 1 0 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 0.95 0.95 Ped Bike Factor 0.99 0.97 1.00 0.99 0.88 0.92 0.98 Frt 0.985 0.992 0.850 0.940 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1612 3339 0 1598 3439 0 1674 1779 1512 1690 3122 0 Flt Permitted 0.168 0.400 0.174 0.652 Satd. Flow (perm) 285 3339 0 651 3439 0 303 1779 1336 1061 3122 0 Satd. Flow (RTOR) 16 6 60 133 Link Speed (k/h) 50 50 50 50 Link Distance (m) 191.4 381.9 286.4 277.9 Travel Time (s) 13.8 27.5 20.6 20.0 Confl. Peds. (#/hr) 27 30 30 27 29 95 95 29 Heavy Vehicles (%) 9% 2% 9% 10% 1% 3% 5% 4% 4% 4% 2% 7% Adj. Flow (vph) 211 598 65 50 964 52 117 166 30 166 360 238 Lane Group Flow (vph) 211 663 0 50 1016 0 117 166 30 166 598 0 Median Width(m) 3.6 3.6 3.6 3.6 Number of Detectors 1 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Left Thru Right Left Thru Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 2.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 2.0 10.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type pm+pt NA Perm NA pm+pt NA Perm Perm NA Protected Phases 5 2 6 7 4 8 Permitted Phases 2 6 6 4 4 8 Detector Phase 5 2 6 6 7 4 4 8 8 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 7.0 4.0 7.0 7.0 7.0 7.0 Page 45

Lanes, Volumes, Timings 2017 Future Background Traffic Volumes 357: Richmond Street & Horton Street PM Peak Hour Minimum Split (s) 9.0 27.6 27.6 27.6 8.0 38.4 38.4 38.4 38.4 Total Split (s) 15.0 72.0 57.0 57.0 8.0 48.0 48.0 40.0 40.0 Total Split (%) 12.5% 60.0% 47.5% 47.5% 6.7% 40.0% 40.0% 33.3% 33.3% Maximum Green (s) 11.0 66.4 51.4 51.4 4.0 41.6 41.6 33.6 33.6 Yellow Time (s) 3.0 3.3 3.3 3.3 3.0 3.3 3.3 3.3 3.3 All-Red Time (s) 1.0 2.3 2.3 2.3 1.0 3.1 3.1 3.1 3.1 Lost Time Adjust (s) 0.0-1.9-1.9-1.9-2.5-2.5-2.5-2.5-2.5 Total Lost Time (s) 4.0 3.7 3.7 3.7 1.5 3.9 3.9 3.9 3.9 Lead/Lag Lead Lag Lag Lead Lag Lag Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Max C-Max C-Max None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 15.0 15.0 15.0 25.0 25.0 25.0 25.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 76.5 76.8 60.6 60.6 38.0 35.6 35.6 27.6 27.6 Actuated g/c Ratio 0.64 0.64 0.50 0.50 0.32 0.30 0.30 0.23 0.23 v/c Ratio 0.67 0.31 0.15 0.58 0.69 0.31 0.07 0.68 0.73 Control Delay 22.2 10.7 27.7 28.1 50.5 33.1 1.5 40.3 23.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 22.2 10.7 27.7 28.1 50.5 33.1 1.5 40.3 23.8 LOS C B C C D C A D C Approach Delay 13.5 28.1 36.6 27.4 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) 106 519 115 180 791 148 193 1149 112 79 1194 213 Storage Length (m) 30.0 0.0 95.0 70.0 45.0 40.0 25.0 30.0 Storage Lanes 1 0 1 1 1 1 1 1 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Ped Bike Factor 0.99 0.99 0.99 0.96 0.93 0.85 Frt 0.973 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1706 3277 0 1723 3413 1512 1723 3446 1512 1706 3446 1557 Flt Permitted 0.124 0.167 0.078 0.084 Satd. Flow (perm) 221 3277 0 299 3413 1449 141 3446 1410 151 3446 1324 Satd. Flow (RTOR) 23 161 106 106 Link Speed (k/h) 50 50 50 50 Link Distance (m) 381.9 487.9 284.9 278.6 Travel Time (s) 27.5 35.1 20.5 20.1 Confl. Peds. (#/hr) 28 38 38 28 121 49 49 121 Heavy Vehicles (%) 3% 3% 5% 2% 3% 4% 2% 2% 4% 3% 2% 1% Adj. Flow (vph) 115 564 125 196 860 161 210 1249 122 86 1298 232 Lane Group Flow (vph) 115 689 0 196 860 161 210 1249 122 86 1298 232 Median Width(m) 3.6 3.6 3.6 3.6 Number of Detectors 1 1 1 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Right Left Thru Right Left Thru Right Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 2.0 10.0 2.0 2.0 10.0 2.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 2.0 10.0 2.0 2.0 10.0 2.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 3 8 7 4 5 2 1 6 Permitted Phases 8 4 4 2 2 6 6 Detector Phase 3 8 7 4 4 5 2 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 7.0 5.0 7.0 7.0 5.0 7.0 7.0 Page 47

Lanes, Volumes, Timings 2017 Future Background Traffic Volumes 359: Wellington Street & Horton Street PM Peak Hour Minimum Split (s) 9.0 39.8 9.0 39.8 39.8 9.0 37.2 37.2 9.0 37.2 37.2 Total Split (s) 11.0 41.0 13.0 43.0 43.0 12.0 54.0 54.0 12.0 54.0 54.0 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) 7.0 34.3 9.0 36.3 36.3 8.0 47.8 47.8 8.0 47.8 47.8 Yellow Time (s) 3.0 3.3 3.0 3.3 3.3 3.0 3.3 3.3 3.0 3.3 3.3 All-Red Time (s) 1.0 3.4 1.0 3.4 3.4 1.0 2.9 2.9 1.0 2.9 2.9 Lost Time Adjust (s) 0.0-2.8 0.0-2.8-2.8 0.0-2.2-2.2 0.0-2.2-2.2 Total Lost Time (s) 4.0 3.9 4.0 3.9 3.9 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 26.0 26.0 26.0 24.0 24.0 24.0 24.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 41.9 35.0 45.9 37.0 37.0 61.6 54.6 54.6 57.5 50.0 50.0 Actuated g/c Ratio 0.35 0.29 0.38 0.31 0.31 0.51 0.46 0.46 0.48 0.42 0.42 v/c Ratio 0.71 0.71 0.89 0.82 0.29 1.02 0.80 0.17 0.51 0.90 0.38 Control Delay 49.4 33.7 66.5 49.3 11.8 108.6 25.3 3.3 30.7 23.2 4.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 49.4 33.7 66.5 49.3 11.8 108.6 25.3 3.3 30.7 23.2 4.1 LOS D C E D B F C A C C A Approach Delay 35.9 47.1 34.7 20.8 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) 23 720 10 5 669 10 4 4 25 10 15 52 Storage Length (m) 30.0 0.0 30.0 0.0 30.0 0.0 30.0 0.0 Storage Lanes 0 0 0 0 0 0 0 0 Lane Util. Factor 0.95 0.95 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 1.00 0.97 0.96 Frt 0.998 0.998 0.896 0.908 Flt Protected 0.998 0.994 0.993 Satd. Flow (prot) 0 3394 0 0 3396 0 0 1559 0 0 1563 0 Flt Permitted 0.915 0.951 0.955 0.953 Satd. Flow (perm) 0 3109 0 0 3229 0 0 1493 0 0 1496 0 Satd. Flow (RTOR) 3 3 27 57 Link Speed (k/h) 50 50 50 50 Link Distance (m) 243.7 87.0 140.0 277.7 Travel Time (s) 17.5 6.3 10.1 20.0 Confl. Peds. (#/hr) 22 26 26 22 18 11 11 18 Heavy Vehicles (%) 0% 3% 7% 6% 3% 10% 0% 25% 0% 7% 8% 1% Adj. Flow (vph) 25 783 11 5 727 11 4 4 27 11 16 57 Lane Group Flow (vph) 0 819 0 0 743 0 0 35 0 0 84 0 Median Width(m) 3.6 3.6 0.0 0.0 Number of Detectors 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 2 6 4 8 Permitted Phases 2 6 4 8 Detector Phase 2 2 6 6 4 4 8 8 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Page 49

Lanes, Volumes, Timings 2017 Future Background Traffic Volumes 360: Maitland Street & Horton Street PM Peak Hour Minimum Split (s) 18.6 18.6 18.6 18.6 22.6 22.6 22.6 22.6 Total Split (s) 87.0 87.0 87.0 87.0 33.0 33.0 33.0 33.0 Total Split (%) 72.5% 72.5% 72.5% 72.5% 27.5% 27.5% 27.5% 27.5% Maximum Green (s) 81.4 81.4 81.4 81.4 27.4 27.4 27.4 27.4 Yellow Time (s) 3.3 3.3 3.3 3.3 3.4 3.4 3.4 3.4 All-Red Time (s) 2.3 2.3 2.3 2.3 2.2 2.2 2.2 2.2 Lost Time Adjust (s) -1.1-1.1-1.5-1.5 Total Lost Time (s) 4.5 4.5 4.1 4.1 Lead/Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode C-Max C-Max Max Max None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 6.0 6.0 6.0 6.0 10.0 10.0 10.0 10.0 Pedestrian Calls (#/hr) 5 5 5 5 5 5 5 5 Act Effct Green (s) 103.7 103.7 11.2 11.2 Actuated g/c Ratio 0.86 0.86 0.09 0.09 v/c Ratio 0.30 0.27 0.21 0.44 Control Delay 1.3 2.4 24.3 26.3 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 1.3 2.4 24.3 26.3 LOS A A C C Approach Delay 1.3 2.4 24.3 26.3 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) 223 485 19 15 609 60 48 178 20 176 294 267 Storage Length (m) 150.0 0.0 30.0 0.0 30.0 30.0 45.0 40.0 Storage Lanes 1 0 1 0 1 1 1 1 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 Ped Bike Factor 1.00 1.00 0.98 1.00 0.99 1.00 0.99 0.97 Frt 0.994 0.987 0.985 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1740 3453 0 1758 3428 0 1758 3421 0 1740 1850 1557 Flt Permitted 0.294 0.447 0.276 0.576 Satd. Flow (perm) 536 3453 0 811 3428 0 505 3421 0 1041 1850 1505 Satd. Flow (RTOR) 5 9 12 280 Link Speed (k/h) 50 50 50 50 Link Distance (m) 487.9 243.7 138.3 278.0 Travel Time (s) 35.1 17.5 10.0 20.0 Confl. Peds. (#/hr) 14 16 16 14 15 13 13 15 Heavy Vehicles (%) 1% 1% 0% 0% 1% 0% 0% 1% 0% 1% 0% 1% Adj. Flow (vph) 242 527 21 16 662 65 52 193 22 191 320 290 Lane Group Flow (vph) 242 548 0 16 727 0 52 215 0 191 320 290 Median Width(m) 3.6 3.6 3.6 3.6 Number of Detectors 1 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Left Thru Left Thru Right Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 2.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 2.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type pm+pt NA Perm NA Perm NA Perm NA Perm Protected Phases 5 2 6 4 8 Permitted Phases 2 6 4 8 8 Detector Phase 5 2 6 6 4 4 8 8 8 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Page 51

Lanes, Volumes, Timings 2017 Future Background Traffic Volumes 361: Colborne Street & Horton Street PM Peak Hour Minimum Split (s) 9.0 29.7 29.7 29.7 31.0 31.0 31.0 31.0 31.0 Total Split (s) 26.0 69.0 43.0 43.0 51.0 51.0 51.0 51.0 51.0 Total Split (%) 21.7% 57.5% 35.8% 35.8% 42.5% 42.5% 42.5% 42.5% 42.5% Maximum Green (s) 22.0 63.3 37.3 37.3 45.0 45.0 45.0 45.0 45.0 Yellow Time (s) 3.0 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 1.0 2.4 2.4 2.4 2.7 2.7 2.7 2.7 2.7 Lost Time Adjust (s) 0.0-1.7-1.7-1.7-2.0-2.0-2.0-2.0-2.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Max C-Max C-Max None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 17.0 17.0 17.0 18.0 18.0 18.0 18.0 18.0 Pedestrian Calls (#/hr) 5 5 5 5 5 5 5 5 Act Effct Green (s) 81.9 81.9 65.5 65.5 30.1 30.1 30.1 30.1 30.1 Actuated g/c Ratio 0.68 0.68 0.55 0.55 0.25 0.25 0.25 0.25 0.25 v/c Ratio 0.49 0.23 0.04 0.39 0.41 0.25 0.73 0.69 0.49 Control Delay 12.9 3.7 16.7 16.9 44.9 32.9 69.5 62.3 20.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 12.9 3.7 16.7 16.9 44.9 32.9 69.5 62.3 20.6 LOS B A B B D C E E C Approach Delay 6.5 16.9 35.3 48.9 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) 0 0 0 332 59 44 21 1371 0 0 1609 30 Storage Length (m) 0.0 0.0 45.0 45.0 35.0 0.0 0.0 5.0 Storage Lanes 0 0 1 1 1 0 0 1 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Ped Bike Factor 0.99 1.00 0.97 0.88 Frt 0.850 0.850 Flt Protected 0.950 0.970 0.950 Satd. Flow (prot) 0 0 0 1670 1679 1470 1583 3446 0 0 3446 1512 Flt Permitted 0.950 0.970 0.086 Satd. Flow (perm) 0 0 0 1660 1673 1431 143 3446 0 0 3446 1331 Satd. Flow (RTOR) 48 27 Link Speed (k/h) 50 50 50 50 Link Distance (m) 186.1 186.3 145.3 284.9 Travel Time (s) 13.4 13.4 10.5 20.5 Confl. Peds. (#/hr) 12 5 5 12 34 21 21 34 Heavy Vehicles (%) 0% 0% 0% 0% 4% 7% 11% 2% 0% 0% 2% 4% Adj. Flow (vph) 0 0 0 361 64 48 23 1490 0 0 1749 33 29% Lane Group Flow (vph) 0 0 0 256 169 48 23 1490 0 0 1749 33 Median Width(m) 3.6 3.6 3.6 3.6 Number of Detectors 1 1 1 1 1 1 1 Detector Template Left Thru Right Left Thru Thru Right Leading Detector (m) 2.0 10.0 2.0 2.0 10.0 10.0 2.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 2.0 10.0 10.0 2.0 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm Perm NA NA Perm Protected Phases 4 2 6 Permitted Phases 4 4 2 6 Detector Phase 4 4 4 2 2 6 6 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Page 53

Lanes, Volumes, Timings 2017 Future Background Traffic Volumes 369: Wellington Street & Grey Street PM Peak Hour Minimum Split (s) 36.0 36.0 36.0 28.7 28.7 28.7 28.7 Total Split (s) 37.0 37.0 37.0 83.0 83.0 83.0 83.0 Total Split (%) 30.8% 30.8% 30.8% 69.2% 69.2% 69.2% 69.2% Maximum Green (s) 31.0 31.0 31.0 77.3 77.3 77.3 77.3 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.7 2.7 2.7 2.4 2.4 2.4 2.4 Lost Time Adjust (s) -2.3-2.3 0.0-1.9-1.9-1.9-1.9 Total Lost Time (s) 3.7 3.7 6.0 3.8 3.8 3.8 3.8 Lead/Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None C-Max C-Max C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 23.0 23.0 23.0 16.0 16.0 13.0 13.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 25.9 25.9 23.6 86.6 86.6 86.6 86.6 Actuated g/c Ratio 0.22 0.22 0.20 0.72 0.72 0.72 0.72 v/c Ratio 0.72 0.47 0.15 0.22 0.60 0.70 0.03 Control Delay 54.4 44.3 11.0 13.8 10.2 7.9 1.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 54.4 44.3 11.0 13.8 10.2 7.9 1.4 LOS D D B B B A A Approach Delay 46.4 10.3 7.8 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) 58 533 108 163 557 136 60 974 66 249 1143 39 Storage Length (m) 45.0 0.0 35.0 0.0 35.0 0.0 30.0 0.0 Storage Lanes 1 0 1 0 1 0 1 0 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 Ped Bike Factor 0.97 0.99 0.99 0.98 1.00 1.00 1.00 Frt 0.975 0.971 0.990 0.995 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1723 3348 0 1740 3247 0 1740 3434 0 1740 3422 0 Flt Permitted 0.342 0.183 0.154 0.093 Satd. Flow (perm) 603 3348 0 333 3247 0 281 3434 0 170 3422 0 Satd. Flow (RTOR) 21 31 6 4 Link Speed (k/h) 50 50 50 50 Link Distance (m) 222.7 263.8 51.8 458.1 Travel Time (s) 16.0 19.0 3.7 33.0 Confl. Peds. (#/hr) 57 20 20 57 19 31 31 19 Heavy Vehicles (%) 2% 2% 0% 1% 4% 0% 1% 1% 0% 1% 2% 4% Adj. Flow (vph) 63 579 117 177 605 148 65 1059 72 271 1242 42 Lane Group Flow (vph) 63 696 0 177 753 0 65 1131 0 271 1284 0 Median Width(m) 3.6 3.6 3.6 3.6 Number of Detectors 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Perm NA pm+pt NA Perm NA pm+pt NA Protected Phases 6 5 2 8 7 4 Permitted Phases 6 2 8 4 Detector Phase 6 6 5 2 8 8 7 4 Switch Phase Minimum Initial (s) 7.0 7.0 5.0 7.0 7.0 7.0 5.0 7.0 Page 55

Lanes, Volumes, Timings 2017 Future Background Traffic Volumes 374: Adelaide Street & Hamilton Road PM Peak Hour Minimum Split (s) 31.3 31.3 9.0 31.3 28.5 28.5 9.0 28.5 Total Split (s) 42.0 42.0 13.0 55.0 45.0 45.0 20.0 65.0 Total Split (%) 35.0% 35.0% 10.8% 45.8% 37.5% 37.5% 16.7% 54.2% Maximum Green (s) 35.7 35.7 9.0 48.7 38.5 38.5 16.0 58.5 Yellow Time (s) 3.3 3.3 3.0 3.3 3.4 3.4 3.0 3.4 All-Red Time (s) 3.0 3.0 1.0 3.0 3.1 3.1 1.0 3.1 Lost Time Adjust (s) -2.3-2.3 0.0-2.3-2.4-2.4 0.0-2.4 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.1 4.1 4.0 4.1 Lead/Lag Lag Lag Lead Lag Lag Lead Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode C-Max C-Max None C-Max Max Max None Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 18.0 18.0 18.0 15.0 15.0 15.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 Act Effct Green (s) 38.0 38.0 51.0 51.0 41.2 41.2 61.0 60.9 Actuated g/c Ratio 0.32 0.32 0.42 0.42 0.34 0.34 0.51 0.51 v/c Ratio 0.33 0.65 0.72 0.54 0.68 0.96 0.93 0.74 Control Delay 37.4 37.5 40.3 26.3 70.5 56.4 68.8 26.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 37.4 37.5 40.3 26.3 70.5 56.4 68.8 26.4 LOS D D D C E E E C Approach Delay 37.5 29.0 57.2 33.8 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) 0 0 110 1318 1215 90 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 0 0 120 1433 1321 98 Pedestrians 22 1 Lane Width (m) 0.0 3.6 Walking Speed (m/s) 1.2 1.2 Percent Blockage 0 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 58 px, platoon unblocked 0.79 0.79 0.79 vc, conflicting volume 2347 732 1440 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 2177 141 1034 tc, single (s) 6.8 6.9 4.1 tc, 2 stage (s) tf (s) 3.5 3.3 2.2 p0 queue free % 100 100 77 cm capacity (veh/h) 24 698 530 Direction, Lane # NB 1 NB 2 SB 1 SB 2 Volume Total 597 955 880 538 Volume Left 120 0 0 0 Volume Right 0 0 0 98 csh 530 1700 1700 1700 Volume to Capacity 0.23 0.56 0.52 0.32 Queue Length 95th (m) 6.9 0.0 0.0 0.0 Control Delay (s) 6.2 0.0 0.0 0.0 Lane LOS A Approach Delay (s) 2.4 0.0 Approach LOS Average Delay 1.2 Intersection Capacity Utilization 91.9% ICU Level of Service F @ 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 Future Traffic Volumes 29: Colborne Street & Grey Street AM Peak Hour Volume (vph) 0 0 0 6 139 50 28 189 0 0 75 83 Storage Length (m) 0.0 0.0 0.0 15.0 30.0 0.0 0.0 0.0 Storage Lanes 0 0 0 1 1 0 0 0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 0.97 0.99 0.98 Frt 0.850 0.929 Flt Protected 0.998 0.950 Satd. Flow (prot) 0 0 0 0 1810 1542 1723 1814 0 0 1654 0 Flt Permitted 0.998 0.649 Satd. Flow (perm) 0 0 0 0 1810 1489 1163 1814 0 0 1654 0 Satd. Flow (RTOR) 54 90 Link Speed (k/h) 50 50 50 50 Link Distance (m) 489.2 240.5 301.0 282.4 Travel Time (s) 35.2 17.3 21.7 20.3 Confl. Peds. (#/hr) 8 4 4 8 8 8 8 8 Adj. Flow (vph) 0 0 0 7 151 54 30 205 0 0 82 90 Lane Group Flow (vph) 0 0 0 0 158 54 30 205 0 0 172 0 Median Width(m) 3.6 3.6 3.6 3.6 Turning Speed (k/h) 25 15 25 15 25 15 25 15 Number of Detectors 1 2 1 1 2 2 Detector Template Left Thru Right Left Thru Thru Leading Detector (m) 2.0 10.0 2.0 2.0 10.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 0.6 2.0 2.0 0.6 0.6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(m) 9.4 9.4 9.4 Detector 2 Size(m) 0.6 0.6 0.6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 Turn Type Perm NA Perm Perm NA NA Protected Phases 2 4 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 2 2 4 Detector Phase 2 2 2 4 4 4 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 23.7 23.7 23.7 23.2 23.2 23.2 Total Split (s) 23.7 23.7 23.7 23.2 23.2 23.2 Total Split (%) 50.5% 50.5% 50.5% 49.5% 49.5% 49.5% Maximum Green (s) 18.0 18.0 18.0 18.0 18.0 18.0 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.4 2.4 2.4 1.9 1.9 1.9 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.7 5.7 5.2 5.2 5.2 Lead/Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode Max Max Max None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 6.0 6.0 6.0 5.0 5.0 5.0 Pedestrian Calls (#/hr) 4 4 4 4 4 4 Act Effct Green (s) 22.3 22.3 9.9 9.9 9.9 Actuated g/c Ratio 0.56 0.56 0.25 0.25 0.25 v/c Ratio 0.15 0.06 0.10 0.45 0.36 Control Delay 7.5 3.1 11.5 15.4 8.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 7.5 3.1 11.5 15.4 8.5 LOS A A B B A Approach Delay 6.4 14.9 8.5 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 Street @ 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 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) 1 70 12 5 68 13 5 10 4 17 15 5 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Hourly flow rate (vph) 1 76 13 5 74 14 5 11 4 18 16 5 Pedestrians 2 4 5 6 Lane Width (m) 3.6 3.6 3.6 3.6 Walking Speed (m/s) 1.2 1.2 1.2 1.2 Percent Blockage 0 0 0 1 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked vc, conflicting volume 94 94 197 195 92 196 194 89 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 94 94 197 195 92 196 194 89 tc, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tc, 2 stage (s) tf (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 100 100 99 98 100 97 98 99 cm capacity (veh/h) 1493 1494 732 691 959 736 692 963 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 90 93 21 40 Volume Left 1 5 5 18 Volume Right 13 14 4 5 csh 1493 1494 746 740 Volume to Capacity 0.00 0.00 0.03 0.05 Queue Length 95th (m) 0.0 0.1 0.7 1.4 Control Delay (s) 0.1 0.5 10.0 10.1 Lane LOS A A A B Approach Delay (s) 0.1 0.5 10.0 10.1 Approach LOS A B Average Delay 2.7 Intersection Capacity Utilization 20.0% ICU Level of Service A @ 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) 22 27 51 58 33 26 57 1040 28 13 864 28 Storage Length (m) 35.0 0.0 25.0 0.0 0.0 0.0 0.0 0.0 Storage Lanes 1 0 1 0 0 0 0 0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 0.95 0.95 0.95 Ped Bike Factor 0.99 0.98 0.98 0.99 1.00 1.00 Frt 0.902 0.934 0.996 0.995 Flt Protected 0.950 0.950 0.997 0.999 Satd. Flow (prot) 1723 1603 0 1723 1678 0 0 3417 0 0 3422 0 Flt Permitted 0.715 0.702 0.840 0.931 Satd. Flow (perm) 1285 1603 0 1252 1678 0 0 2878 0 0 3189 0 Satd. Flow (RTOR) 55 28 6 7 Link Speed (k/h) 50 50 50 50 Link Distance (m) 416.9 103.1 181.0 139.8 Travel Time (s) 30.0 7.4 13.0 10.1 Confl. Peds. (#/hr) 8 15 15 8 4 16 16 4 Adj. Flow (vph) 24 29 55 63 36 28 62 1130 30 14 939 30 Lane Group Flow (vph) 24 84 0 63 64 0 0 1222 0 0 983 0 Median Width(m) 3.6 3.6 0.0 0.0 Turning Speed (k/h) 25 15 25 15 25 15 25 15 Number of Detectors 1 2 1 2 1 2 1 2 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 0.6 2.0 0.6 2.0 0.6 2.0 0.6 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(m) 9.4 9.4 9.4 9.4 Detector 2 Size(m) 0.6 0.6 0.6 0.6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4 4 2 2 @ 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 Future Traffic Volumes 41: Adelaide Street & Nelson Street AM Peak Hour Permitted Phases 4 4 2 2 Detector Phase 4 4 4 4 2 2 2 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 24.9 24.9 24.9 24.9 23.6 23.6 23.6 23.6 Total Split (s) 26.0 26.0 26.0 26.0 54.0 54.0 54.0 54.0 Total Split (%) 32.5% 32.5% 32.5% 32.5% 67.5% 67.5% 67.5% 67.5% Maximum Green (s) 20.1 20.1 20.1 20.1 48.4 48.4 48.4 48.4 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.6 2.6 2.6 2.6 2.3 2.3 2.3 2.3 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.9 5.9 5.9 5.9 5.6 5.6 Lead/Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None C-Max C-Max C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 12.0 12.0 12.0 12.0 8.0 8.0 8.0 8.0 Pedestrian Calls (#/hr) 5 5 5 5 5 5 5 5 Act Effct Green (s) 10.8 10.8 10.8 10.8 61.4 61.4 Actuated g/c Ratio 0.14 0.14 0.14 0.14 0.77 0.77 v/c Ratio 0.14 0.32 0.37 0.26 0.55 0.40 Control Delay 29.7 16.2 36.1 20.9 7.0 5.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 29.7 16.2 36.1 20.9 7.0 5.3 LOS C B D C A A Approach Delay 19.2 28.4 7.0 5.3 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 Street @ 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) 147 114 57 0 0 0 0 58 2 20 57 0 Hourly flow rate (vph) 160 124 62 0 0 0 0 63 2 22 62 0 Direction, Lane # EB 1 NB 1 SB 1 Volume Total (vph) 346 65 84 Volume Left (vph) 160 0 22 Volume Right (vph) 62 2 0 Hadj (s) 0.02 0.01 0.09 Departure Headway (s) 4.3 4.8 4.9 Degree Utilization, x 0.41 0.09 0.11 Capacity (veh/h) 818 689 681 Control Delay (s) 10.3 8.3 8.5 Approach Delay (s) 10.3 8.3 8.5 Approach LOS B A A Delay 9.7 Level of Service A Intersection Capacity Utilization 43.4% ICU Level of Service A @ 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 Future Traffic Volumes 43: Adelaide Street & South Street AM Peak Hour Movement EBL EBR NBL NBT SBT SBR Volume (veh/h) 41 53 0 1153 835 0 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 45 58 0 1253 908 0 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) 140 358 px, platoon unblocked 0.87 vc, conflicting volume 1538 458 912 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 1312 458 912 tc, single (s) 6.8 6.9 4.1 tc, 2 stage (s) tf (s) 3.5 3.3 2.2 p0 queue free % 66 89 100 cm capacity (veh/h) 130 548 741 Direction, Lane # EB 1 NB 1 NB 2 SB 1 SB 2 Volume Total 102 627 627 454 454 Volume Left 45 0 0 0 0 Volume Right 58 0 0 0 0 csh 228 1700 1700 1700 1700 Volume to Capacity 0.45 0.37 0.37 0.27 0.27 Queue Length 95th (m) 17.2 0.0 0.0 0.0 0.0 Control Delay (s) 33.1 0.0 0.0 0.0 0.0 Lane LOS D Approach Delay (s) 33.1 0.0 0.0 Approach LOS D Average Delay 1.5 Intersection Capacity Utilization 45.1% ICU Level of Service A @ 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) 27 124 0 0 0 0 0 11 11 12 1 0 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Hourly flow rate (vph) 29 135 0 0 0 0 0 12 12 13 1 0 Pedestrians 3 4 3 Lane Width (m) 3.6 3.6 3.6 Walking Speed (m/s) 1.2 1.2 1.2 Percent Blockage 0 0 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked vc, conflicting volume 3 139 201 200 139 214 200 6 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 3 139 201 200 139 214 200 6 tc, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tc, 2 stage (s) tf (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 98 100 100 98 99 98 100 100 cm capacity (veh/h) 1615 1440 738 679 906 708 679 1071 Direction, Lane # EB 1 NB 1 SB 1 Volume Total 164 24 14 Volume Left 29 0 13 Volume Right 0 12 0 csh 1615 776 705 Volume to Capacity 0.02 0.03 0.02 Queue Length 95th (m) 0.4 0.8 0.5 Control Delay (s) 1.4 9.8 10.2 Lane LOS A A B Approach Delay (s) 1.4 9.8 10.2 Approach LOS A B Average Delay 3.0 Intersection Capacity Utilization 29.5% ICU Level of Service A @ 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 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) 5 0 1 23 0 119 6 579 0 0 149 19 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Hourly flow rate (vph) 5 0 1 25 0 129 7 629 0 0 162 21 Pedestrians 22 23 5 3 Lane Width (m) 3.6 3.6 3.6 3.6 Walking Speed (m/s) 1.2 1.2 1.2 1.2 Percent Blockage 2 2 0 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 288 px, platoon unblocked vc, conflicting volume 969 860 199 844 870 655 205 652 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 969 860 199 844 870 655 205 652 tc, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tc, 2 stage (s) tf (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 97 100 100 91 100 72 100 100 cm capacity (veh/h) 158 281 823 267 278 456 1342 916 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 7 154 636 183 Volume Left 5 25 7 0 Volume Right 1 129 0 21 csh 183 409 1342 1700 Volume to Capacity 0.04 0.38 0.00 0.11 Queue Length 95th (m) 0.9 13.8 0.1 0.0 Control Delay (s) 25.4 19.0 0.1 0.0 Lane LOS D C A Approach Delay (s) 25.4 19.0 0.1 0.0 Approach LOS D C Average Delay 3.3 Intersection Capacity Utilization 52.0% ICU Level of Service A @ 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) 0 0 0 1 176 11 26 25 0 0 9 8 Hourly flow rate (vph) 0 0 0 1 191 12 28 27 0 0 10 9 Direction, Lane # WB 1 NB 1 SB 1 Volume Total (vph) 204 55 18 Volume Left (vph) 1 28 0 Volume Right (vph) 12 0 9 Hadj (s) 0.00 0.14-0.25 Departure Headway (s) 4.1 4.5 4.2 Degree Utilization, x 0.23 0.07 0.02 Capacity (veh/h) 867 757 817 Control Delay (s) 8.3 7.8 7.3 Approach Delay (s) 8.3 7.8 7.3 Approach LOS A A A Delay 8.1 Level of Service A Intersection Capacity Utilization 29.0% ICU Level of Service A @ 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 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) 0 0 7 0 0 0 9 1832 289 119 1069 10 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Hourly flow rate (vph) 0 0 8 0 0 0 10 1991 314 129 1162 11 Pedestrians 26 10 Lane Width (m) 3.6 0.0 Walking Speed (m/s) 1.2 1.2 Percent Blockage 2 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 304 px, platoon unblocked 0.91 0.91 0.91 0.91 0.91 0.91 vc, conflicting volume 2467 3787 612 3025 3635 1163 1199 2315 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 2416 3863 382 3028 3697 1163 1025 2315 tc, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tc, 2 stage (s) tf (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 100 100 99 100 100 100 98 39 cm capacity (veh/h) 8 1 549 3 2 188 600 212 Direction, Lane # EB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total 8 10 1328 978 129 775 398 Volume Left 0 10 0 0 129 0 0 Volume Right 8 0 0 314 0 0 11 csh 549 600 1700 1700 212 1700 1700 Volume to Capacity 0.01 0.02 0.78 0.58 0.61 0.46 0.23 Queue Length 95th (m) 0.3 0.4 0.0 0.0 27.9 0.0 0.0 Control Delay (s) 11.6 11.1 0.0 0.0 45.2 0.0 0.0 Lane LOS B B E Approach Delay (s) 11.6 0.0 4.5 Approach LOS B Average Delay 1.7 Intersection Capacity Utilization 81.7% ICU Level of Service D @ 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) 65 352 38 19 260 55 92 514 81 268 446 128 Storage Length (m) 40.0 0.0 25.0 0.0 55.0 0.0 60.0 60.0 Storage Lanes 1 0 1 0 1 0 1 1 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 1.00 Ped Bike Factor 0.95 0.99 0.96 0.98 0.89 0.99 0.99 0.76 Frt 0.985 0.974 0.980 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1758 1760 0 1758 1738 0 1758 3058 0 1740 3255 1542 Flt Permitted 0.326 0.214 0.476 0.297 Satd. Flow (perm) 574 1760 0 380 1738 0 781 3058 0 537 3255 1175 Satd. Flow (RTOR) 6 12 20 139 Link Speed (k/h) 50 50 50 50 Link Distance (m) 225.7 153.6 71.2 216.8 Travel Time (s) 16.3 11.1 5.1 15.6 Confl. Peds. (#/hr) 69 76 76 69 111 23 23 111 Heavy Vehicles (%) 0% 1% 14% 0% 1% 4% 0% 13% 3% 1% 8% 2% Adj. Flow (vph) 71 383 41 21 283 60 100 559 88 291 485 139 Lane Group Flow (vph) 71 424 0 21 343 0 100 647 0 291 485 139 Median Width(m) 3.6 3.6 3.6 3.6 Number of Detectors 1 1 1 1 1 1 1 1 1 Detector Template Leading Detector (m) 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm NA Perm NA pm+pt NA Perm Protected Phases 8 4 2 1 6 Permitted Phases 8 4 2 6 6 Detector Phase 8 8 4 4 2 2 1 6 6 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 5.0 7.0 7.0 @ York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 21

Lanes, Volumes, Timings 2017 Future Traffic Volumes 307: Richmond Street & Dufferin Avenue AM Peak Hour Minimum Split (s) 24.7 24.7 24.8 24.8 30.4 30.4 9.0 30.6 30.6 Total Split (s) 40.0 40.0 40.0 40.0 41.0 41.0 19.0 60.0 60.0 Total Split (%) 40.0% 40.0% 40.0% 40.0% 41.0% 41.0% 19.0% 60.0% 60.0% Maximum Green (s) 34.3 34.3 34.2 34.2 35.6 35.6 15.0 54.4 54.4 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.0 3.3 3.3 All-Red Time (s) 2.4 2.4 2.5 2.5 2.1 2.1 1.0 2.3 2.3 Lost Time Adjust (s) -1.8-1.8-1.8-1.8-1.4-1.4 0.0-1.4-1.4 Total Lost Time (s) 3.9 3.9 4.0 4.0 4.0 4.0 4.0 4.2 4.2 Lead/Lag Lag Lag Lead Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None C-Max C-Max None C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 17.0 17.0 17.0 17.0 Flash Dont Walk (s) 12.0 12.0 12.0 12.0 8.0 8.0 8.0 8.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 30.2 30.2 30.1 30.1 45.2 45.2 61.9 61.7 61.7 Actuated g/c Ratio 0.30 0.30 0.30 0.30 0.45 0.45 0.62 0.62 0.62 v/c Ratio 0.41 0.79 0.18 0.65 0.28 0.46 0.60 0.24 0.18 Control Delay 30.0 38.8 38.3 44.3 23.1 21.4 27.0 19.9 10.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 30.0 38.8 38.3 44.3 23.1 21.4 27.0 19.9 10.7 LOS C D D D C C C B B Approach Delay 37.6 44.0 21.6 20.8 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 Avenue @ 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) 27 323 176 55 255 43 122 512 151 8 381 32 Storage Length (m) 0.0 30.0 40.0 0.0 0.0 0.0 0.0 50.0 Storage Lanes 0 1 1 1 0 0 0 1 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 0.95 0.95 0.95 Ped Bike Factor 1.00 0.76 0.91 0.91 0.95 0.98 Frt 0.850 0.850 0.971 0.989 Flt Protected 0.996 0.950 0.992 0.999 Satd. Flow (prot) 0 1843 1557 1555 1796 1557 0 3175 0 0 3336 0 Flt Permitted 0.961 0.349 0.771 0.937 Satd. Flow (perm) 0 1772 1180 521 1796 1416 0 2422 0 0 3127 0 Satd. Flow (RTOR) 137 47 46 14 Link Speed (k/h) 50 50 50 50 Link Distance (m) 200.8 242.1 160.6 405.1 Travel Time (s) 14.5 17.4 11.6 29.2 Confl. Peds. (#/hr) 48 141 141 48 96 95 95 96 Heavy Vehicles (%) 0% 0% 1% 13% 3% 1% 1% 4% 4% 13% 2% 0% Adj. Flow (vph) 29 351 191 60 277 47 133 557 164 9 414 35 Lane Group Flow (vph) 0 380 191 60 277 47 0 854 0 0 458 0 Median Width(m) 3.6 3.6 0.0 0.0 Turn Type Perm NA Perm Perm NA Perm Perm NA Perm NA Protected Phases 4 4 2 2 Permitted Phases 4 4 4 4 2 2 Minimum Split (s) 23.8 23.8 23.8 23.8 23.8 23.8 25.7 25.7 25.7 25.7 Total Split (s) 41.0 41.0 41.0 41.0 41.0 41.0 59.0 59.0 59.0 59.0 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) 35.3 35.3 35.3 35.3 35.3 35.3 53.3 53.3 53.3 53.3 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 Lost Time Adjust (s) -1.8-1.8-1.8-1.8-1.8-1.7-1.7 Total Lost Time (s) 3.9 3.9 3.9 3.9 3.9 4.0 4.0 Lead/Lag Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 13.0 13.0 13.0 13.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0 0 Act Effct Green (s) 37.1 37.1 37.1 37.1 37.1 55.0 55.0 @ York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 23

Lanes, Volumes, Timings 2017 Future Traffic Volumes 309: Wellington Street & Dufferin Avenue AM Peak Hour Actuated g/c Ratio 0.37 0.37 0.37 0.37 0.37 0.55 0.55 v/c Ratio 0.58 0.37 0.31 0.42 0.08 0.63 0.27 Control Delay 22.5 6.0 23.7 21.3 5.5 7.3 11.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 22.5 6.0 23.7 21.3 5.5 7.3 11.8 LOS C A C C A A B Approach Delay 17.0 19.8 7.3 11.8 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 Avenue @ 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) 33 70 58 28 124 9 102 399 43 5 441 97 Storage Length (m) 35.0 0.0 30.0 0.0 100.0 0.0 20.0 0.0 Storage Lanes 1 0 1 0 1 0 1 0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.93 0.91 0.85 0.99 0.98 0.99 0.98 0.98 Frt 0.932 0.990 0.985 0.973 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1758 1556 0 1758 1818 0 1758 1774 0 1758 1736 0 Flt Permitted 0.610 0.620 0.352 0.419 Satd. Flow (perm) 1050 1556 0 980 1818 0 635 1774 0 762 1736 0 Satd. Flow (RTOR) 41 4 11 22 Link Speed (k/h) 50 50 50 50 Link Distance (m) 239.0 129.8 158.9 405.2 Travel Time (s) 17.2 9.3 11.4 29.2 Confl. Peds. (#/hr) 31 64 64 31 31 15 15 31 Heavy Vehicles (%) 0% 1% 0% 0% 0% 0% 0% 2% 3% 0% 2% 0% Adj. Flow (vph) 36 76 63 30 135 10 111 434 47 5 479 105 Lane Group Flow (vph) 36 139 0 30 145 0 111 481 0 5 584 0 Median Width(m) 3.6 3.6 3.6 3.6 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4 4 2 2 Permitted Phases 4 4 2 2 Minimum Split (s) 22.7 22.7 22.7 22.7 22.7 22.7 22.7 22.7 Total Split (s) 32.0 32.0 32.0 32.0 68.0 68.0 68.0 68.0 Total Split (%) 32.0% 32.0% 32.0% 32.0% 68.0% 68.0% 68.0% 68.0% Maximum Green (s) 26.3 26.3 26.3 26.3 62.3 62.3 62.3 62.3 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 Lost Time Adjust (s) -1.7-1.7-1.7-1.7-1.7-1.7-1.7-1.7 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 28.0 28.0 28.0 28.0 64.0 64.0 64.0 64.0 @ York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 25

Lanes, Volumes, Timings 2017 Future Traffic Volumes 311: Colborne Street & Dufferin Avenue AM Peak Hour Actuated g/c Ratio 0.28 0.28 0.28 0.28 0.64 0.64 0.64 0.64 v/c Ratio 0.12 0.30 0.11 0.28 0.27 0.42 0.01 0.52 Control Delay 25.6 20.6 28.2 29.2 6.3 5.5 4.4 6.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.0 Total Delay 25.6 20.6 28.2 29.2 6.3 5.7 4.4 6.0 LOS C C C C A A A A Approach Delay 21.6 29.0 5.8 6.0 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 Avenue @ 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) 0 324 10 0 142 23 0 619 0 0 307 1 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 0.95 Ped Bike Factor 0.99 0.95 1.00 Frt 0.996 0.981 Flt Protected Satd. Flow (prot) 0 1600 0 0 1524 0 0 3101 0 0 3035 0 Flt Permitted Satd. Flow (perm) 0 1600 0 0 1524 0 0 3101 0 0 3035 0 Satd. Flow (RTOR) 2 10 Link Speed (k/h) 50 50 50 50 Link Distance (m) 188.5 186.0 138.5 153.6 Travel Time (s) 13.6 13.4 10.0 11.1 Confl. Peds. (#/hr) 297 298 298 297 392 266 266 392 Heavy Vehicles (%) 0% 1% 50% 0% 2% 0% 0% 2% 0% 0% 4% 0% Adj. Flow (vph) 0 352 11 0 154 25 0 673 0 0 334 1 Lane Group Flow (vph) 0 363 0 0 179 0 0 673 0 0 335 0 Median Width(m) 0.0 0.0 3.6 3.6 Headway Factor 1.18 1.18 1.18 1.18 1.18 1.18 1.18 1.18 1.18 1.18 1.18 1.18 Turn Type NA NA NA NA Protected Phases 2 2 4 4 Permitted Phases Minimum Split (s) 20.4 20.4 16.4 16.4 Total Split (s) 48.0 48.0 52.0 52.0 Total Split (%) 48.0% 48.0% 52.0% 52.0% Maximum Green (s) 42.6 42.6 46.6 46.6 Yellow Time (s) 3.3 3.3 3.3 3.3 All-Red Time (s) 2.1 2.1 2.1 2.1 Lost Time Adjust (s) -1.0-1.0-1.4-1.4 Total Lost Time (s) 4.4 4.4 4.0 4.0 Lead/Lag Walk Time (s) 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 8.0 8.0 4.0 4.0 Pedestrian Calls (#/hr) 0 0 0 0 Act Effct Green (s) 43.6 43.6 48.0 48.0 Actuated g/c Ratio 0.44 0.44 0.48 0.48 v/c Ratio 0.52 0.27 0.45 0.23 Control Delay 27.8 5.6 6.2 9.5 @ York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 27

Lanes, Volumes, Timings 2017 Future Traffic Volumes 327: Richmond Street & Dundas Street AM Peak Hour Queue Delay 0.0 0.0 0.0 0.0 Total Delay 27.8 5.6 6.2 9.5 LOS C A A A Approach Delay 27.8 5.6 6.2 9.5 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 - 7-9 / 3-6 Splits and Phases: 327: Richmond Street & Dundas Street @ 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) 96 223 53 173 96 66 40 1012 162 54 587 4 Storage Length (m) 0.0 15.0 60.0 0.0 40.0 70.0 30.0 0.0 Storage Lanes 0 1 1 1 1 1 1 0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 0.95 Ped Bike Factor 0.95 0.82 0.91 0.78 0.86 0.74 0.97 1.00 Frt 0.850 0.850 0.850 0.999 Flt Protected 0.985 0.950 0.950 0.950 Satd. Flow (prot) 0 1721 1300 1723 1581 1512 1690 3413 1542 1690 3399 0 Flt Permitted 0.872 0.424 0.346 0.157 Satd. Flow (perm) 0 1441 1061 699 1581 1186 532 3413 1136 271 3399 0 Satd. Flow (RTOR) 33 33 159 1 Link Speed (k/h) 50 50 50 50 Link Distance (m) 197.2 245.0 144.4 148.5 Travel Time (s) 14.2 17.6 10.4 10.7 Confl. Peds. (#/hr) 208 175 175 208 176 188 188 176 Heavy Vehicles (%) 1% 8% 21% 2% 17% 4% 4% 3% 2% 4% 3% 10% Adj. Flow (vph) 104 242 58 188 104 72 43 1100 176 59 638 4 Lane Group Flow (vph) 0 346 58 188 104 72 43 1100 176 59 642 0 Median Width(m) 3.6 3.6 3.6 3.6 Turn Type Perm NA Perm Perm NA Perm Perm NA Perm Perm NA Protected Phases 8 4 2 6 Permitted Phases 8 8 4 4 2 2 6 Minimum Split (s) 36.7 36.7 36.7 36.7 36.7 36.7 28.0 28.0 28.0 28.0 28.0 Total Split (s) 46.0 46.0 46.0 46.0 46.0 46.0 54.0 54.0 54.0 54.0 54.0 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) 39.3 39.3 39.3 39.3 39.3 39.3 48.0 48.0 48.0 48.0 48.0 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 3.4 3.4 3.4 3.4 3.4 3.4 2.7 2.7 2.7 2.7 2.7 Lost Time Adjust (s) -2.7-2.7-2.7-2.7-2.7-2.0-2.0-2.0-2.0-2.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 23.0 23.0 23.0 23.0 23.0 23.0 15.0 15.0 15.0 15.0 15.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0 0 0 Act Effct Green (s) 42.0 42.0 42.0 42.0 42.0 50.0 50.0 50.0 50.0 50.0 @ York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 29

Lanes, Volumes, Timings 2017 Future Traffic Volumes 329: Wellington Street & Dundas Street AM Peak Hour Actuated g/c Ratio 0.42 0.42 0.42 0.42 0.42 0.50 0.50 0.50 0.50 0.50 v/c Ratio 0.57 0.12 0.64 0.16 0.14 0.16 0.64 0.27 0.44 0.38 Control Delay 34.4 16.7 45.7 27.3 20.1 21.9 31.4 13.5 41.3 28.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 5.4 0.0 0.0 0.0 Total Delay 34.4 16.7 45.7 27.3 20.1 21.9 36.7 13.5 41.3 28.5 LOS C B D C C C D B D C Approach Delay 31.9 35.4 33.1 29.6 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 Street @ 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) 53 346 46 48 233 45 51 532 125 83 424 62 Storage Length (m) 40.0 15.0 55.0 15.0 40.0 30.0 45.0 0.0 Storage Lanes 1 1 1 1 1 1 1 0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.90 0.77 0.91 0.82 0.94 0.84 0.96 0.98 Frt 0.850 0.850 0.850 0.981 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1690 1814 1542 1612 1609 1456 1690 1814 1542 1740 1720 0 Flt Permitted 0.494 0.345 0.349 0.313 Satd. Flow (perm) 794 1814 1183 533 1609 1196 586 1814 1301 551 1720 0 Satd. Flow (RTOR) 34 34 91 12 Link Speed (k/h) 50 50 50 50 Link Distance (m) 239.2 250.1 76.3 147.7 Travel Time (s) 17.2 18.0 5.5 10.6 Confl. Peds. (#/hr) 68 91 91 68 75 61 61 75 Heavy Vehicles (%) 4% 2% 2% 9% 15% 8% 4% 2% 2% 1% 3% 3% Adj. Flow (vph) 58 376 50 52 253 49 55 578 136 90 461 67 Lane Group Flow (vph) 58 376 50 52 253 49 55 578 136 90 528 0 Median Width(m) 3.6 3.6 3.6 3.6 Turn Type Perm NA Perm Perm NA Perm Perm NA Perm Perm NA Protected Phases 2 2 4 4 Permitted Phases 2 2 2 2 4 4 4 Minimum Split (s) 26.9 26.9 26.9 26.9 26.9 26.9 28.1 28.1 28.1 28.1 28.1 Total Split (s) 40.0 40.0 40.0 40.0 40.0 40.0 60.0 60.0 60.0 60.0 60.0 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) 34.1 34.1 34.1 34.1 34.1 34.1 53.9 53.9 53.9 53.9 53.9 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.4 3.4 3.4 3.4 3.4 All-Red Time (s) 2.6 2.6 2.6 2.6 2.6 2.6 2.7 2.7 2.7 2.7 2.7 Lost Time Adjust (s) -1.9-1.9-1.9-1.9-1.9-1.9-2.0-2.0-2.0-2.0-2.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.1 4.1 4.1 4.1 4.1 Lead/Lag Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 14.0 14.0 14.0 14.0 14.0 14.0 15.0 15.0 15.0 15.0 15.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0 0 0 Act Effct Green (s) 36.0 36.0 36.0 36.0 36.0 36.0 55.9 55.9 55.9 55.9 55.9 @ York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 31

Lanes, Volumes, Timings 2017 Future Traffic Volumes 331: Colborne Street & Dundas Street AM Peak Hour Actuated g/c Ratio 0.36 0.36 0.36 0.36 0.36 0.36 0.56 0.56 0.56 0.56 0.56 v/c Ratio 0.20 0.58 0.11 0.27 0.44 0.11 0.17 0.57 0.18 0.29 0.55 Control Delay 25.6 31.7 13.2 23.0 21.3 8.6 6.0 10.6 0.8 8.7 8.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.0 0.0 0.1 Total Delay 25.6 31.7 13.2 23.0 21.3 8.6 6.0 11.1 0.8 8.7 9.0 LOS C C B C C A A B A A A Approach Delay 29.1 19.8 8.9 8.9 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 Street @ 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) 23 429 5 15 348 11 15 23 15 14 9 13 Storage Length (m) 0.0 15.0 0.0 15.0 0.0 0.0 0.0 0.0 Storage Lanes 0 1 0 1 0 0 0 0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 0.65 1.00 0.84 0.91 0.89 Frt 0.850 0.850 0.962 0.952 Flt Protected 0.997 0.998 0.986 0.981 Satd. Flow (prot) 0 1733 1572 0 1695 1483 0 1448 0 0 1593 0 Flt Permitted 0.972 0.977 0.902 0.903 Satd. Flow (perm) 0 1684 1025 0 1652 1253 0 1289 0 0 1367 0 Satd. Flow (RTOR) 27 27 16 14 Link Speed (k/h) 50 50 50 50 Link Distance (m) 250.1 236.6 152.7 147.8 Travel Time (s) 18.0 17.0 11.0 10.6 Confl. Peds. (#/hr) 36 87 87 36 33 63 63 33 Heavy Vehicles (%) 15% 6% 0% 7% 9% 6% 17% 17% 6% 7% 0% 3% Adj. Flow (vph) 25 466 5 16 378 12 16 25 16 15 10 14 Lane Group Flow (vph) 0 491 5 0 394 12 0 57 0 0 39 0 Median Width(m) 3.6 3.6 0.0 0.0 Number of Detectors 1 1 1 1 1 1 1 1 1 1 Detector Template Leading Detector (m) 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm D.Pm NA Perm Perm NA D.Pm NA Protected Phases 2 6 4 8 Permitted Phases 2 2 2 6 4 4 Detector Phase 2 2 2 2 6 6 4 4 4 8 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 @ York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 33

Lanes, Volumes, Timings 2017 Future Traffic Volumes 332: Maitland Street & Dundas Street AM Peak Hour Minimum Split (s) 18.1 18.1 18.1 18.1 18.1 18.1 21.5 21.5 21.5 21.5 Total Split (s) 71.0 71.0 71.0 71.0 71.0 71.0 29.0 29.0 29.0 29.0 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) 65.9 65.9 65.9 65.9 65.9 65.9 23.5 23.5 23.5 23.5 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 1.8 1.8 1.8 1.8 1.8 1.8 2.2 2.2 2.2 2.2 Lost Time Adjust (s) -1.0-1.0-1.0-1.0-1.4-1.4 Total Lost Time (s) 4.1 4.1 4.1 4.1 4.1 4.1 Lead/Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode C-Max C-Max C-Max C-Max Max Max None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 6.0 6.0 6.0 6.0 6.0 6.0 9.0 9.0 9.0 9.0 Pedestrian Calls (#/hr) 10 10 10 10 10 10 10 10 10 10 Act Effct Green (s) 84.0 84.0 84.0 84.0 11.2 11.2 Actuated g/c Ratio 0.84 0.84 0.84 0.84 0.11 0.11 v/c Ratio 0.35 0.01 0.28 0.01 0.36 0.24 Control Delay 1.6 0.0 6.5 3.2 38.8 34.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 1.6 0.0 6.5 3.2 38.8 34.9 LOS A A A A D C Approach Delay 1.6 6.4 38.8 34.9 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 Street @ 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) 0 253 27 0 265 28 0 1047 45 0 998 61 Storage Length (m) 0.0 75.0 0.0 0.0 0.0 0.0 0.0 0.0 Storage Lanes 0 1 0 0 0 0 0 0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Ped Bike Factor 0.97 1.00 0.99 Frt 0.850 0.987 0.994 0.991 Flt Protected Satd. Flow (prot) 0 1762 1483 0 1632 0 0 3313 0 0 3351 0 Flt Permitted Satd. Flow (perm) 0 1762 1483 0 1632 0 0 3313 0 0 3351 0 Satd. Flow (RTOR) 29 6 7 9 Link Speed (k/h) 50 50 50 50 Link Distance (m) 94.2 234.5 156.9 148.4 Travel Time (s) 6.8 16.9 11.3 10.7 Confl. Peds. (#/hr) 268 268 45 40 40 45 Heavy Vehicles (%) 0% 5% 6% 0% 9% 4% 0% 5% 4% 0% 3% 6% Adj. Flow (vph) 0 275 29 0 288 30 0 1138 49 0 1085 66 Lane Group Flow (vph) 0 275 29 0 318 0 0 1187 0 0 1151 0 Median Width(m) 0.0 0.0 3.6 3.6 Turn Type NA Perm NA NA NA Protected Phases 6 2 8 4 Permitted Phases 6 6 2 Minimum Split (s) 27.8 27.8 27.8 25.5 25.5 Total Split (s) 43.0 43.0 43.0 57.0 57.0 Total Split (%) 43.0% 43.0% 43.0% 57.0% 57.0% Maximum Green (s) 37.2 37.2 37.2 51.5 51.5 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.5 2.5 2.5 2.2 2.2 Lost Time Adjust (s) -1.8-1.8-1.8-1.5-1.5 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 Lead/Lag Walk Time (s) 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 15.0 15.0 15.0 13.0 13.0 Pedestrian Calls (#/hr) 0 0 0 0 0 Act Effct Green (s) 39.0 39.0 39.0 53.0 53.0 @ York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 35

Lanes, Volumes, Timings 2017 Future Traffic Volumes 334: Adelaide Street & Dundas Street AM Peak Hour Actuated g/c Ratio 0.39 0.39 0.39 0.53 0.53 v/c Ratio 0.40 0.05 0.50 0.67 0.65 Control Delay 14.9 3.3 25.9 10.9 26.3 Queue Delay 0.0 0.0 0.0 1.9 0.6 Total Delay 14.9 3.3 25.9 12.7 27.0 LOS B A C B C Approach Delay 13.8 25.9 12.7 27.0 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 - 7-10 / 3-6 Splits and Phases: 334: Adelaide Street & Dundas Street @ 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) 120 940 51 47 437 109 65 529 265 4 200 34 Storage Length (m) 30.0 0.0 40.0 0.0 40.0 0.0 0.0 0.0 Storage Lanes 1 0 1 0 1 0 0 0 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 0.95 0.95 0.95 Ped Bike Factor 0.98 1.00 0.99 0.99 0.95 0.96 0.99 Frt 0.992 0.970 0.950 0.978 Flt Protected 0.950 0.950 0.950 0.999 Satd. Flow (prot) 1758 3039 0 1740 3238 0 1740 3198 0 0 3226 0 Flt Permitted 0.386 0.185 0.574 0.943 Satd. Flow (perm) 701 3039 0 337 3238 0 995 3198 0 0 3045 0 Satd. Flow (RTOR) 9 49 80 21 Link Speed (k/h) 50 50 50 50 Link Distance (m) 186.6 186.8 277.9 141.9 Travel Time (s) 13.4 13.4 20.0 10.2 Confl. Peds. (#/hr) 30 28 28 30 50 62 62 50 Heavy Vehicles (%) 0% 15% 3% 1% 5% 0% 1% 1% 0% 0% 4% 12% Adj. Flow (vph) 130 1022 55 51 475 118 71 575 288 4 217 37 Lane Group Flow (vph) 130 1077 0 51 593 0 71 863 0 0 258 0 Median Width(m) 3.6 3.6 3.6 3.6 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 2 2 4 4 Permitted Phases 2 2 4 4 Minimum Split (s) 24.1 24.1 24.1 24.1 24.8 24.8 24.8 24.8 Total Split (s) 59.0 59.0 59.0 59.0 41.0 41.0 41.0 41.0 Total Split (%) 59.0% 59.0% 59.0% 59.0% 41.0% 41.0% 41.0% 41.0% Maximum Green (s) 52.9 52.9 52.9 52.9 35.2 35.2 35.2 35.2 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.8 2.8 2.8 2.8 2.5 2.5 2.5 2.5 Lost Time Adjust (s) -2.1-2.1-2.1-2.1-1.8-1.8-1.8 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 12.0 12.0 12.0 12.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 55.0 55.0 55.0 55.0 37.0 37.0 37.0 @ York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 37

Lanes, Volumes, Timings 2017 Future Traffic Volumes 347: Richmond Street & York Street AM Peak Hour Actuated g/c Ratio 0.55 0.55 0.55 0.55 0.37 0.37 0.37 v/c Ratio 0.34 0.64 0.28 0.33 0.19 0.70 0.23 Control Delay 11.9 12.9 25.3 18.7 20.7 24.2 15.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 11.9 12.9 25.3 18.7 20.7 24.2 15.9 LOS B B C B C C B Approach Delay 12.8 19.2 23.9 15.9 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 Street @ 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) 107 816 141 181 604 157 306 1269 268 0 601 95 Storage Length (m) 80.0 60.0 80.0 0.0 25.0 0.0 0.0 80.0 Storage Lanes 1 1 1 1 1 0 0 1 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 0.95 1.00 0.95 1.00 Ped Bike Factor 0.95 0.92 0.99 0.87 0.96 0.96 0.85 Frt 0.850 0.850 0.974 0.850 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot) 1740 3480 1542 1643 3413 1498 1723 3168 0 0 3413 1392 Flt Permitted 0.402 0.133 0.228 Satd. Flow (perm) 702 3480 1412 227 3413 1309 396 3168 0 0 3413 1178 Satd. Flow (RTOR) 139 79 36 119 Link Speed (k/h) 50 50 50 50 Link Distance (m) 197.2 244.3 278.6 139.4 Travel Time (s) 14.2 17.6 20.1 10.0 Confl. Peds. (#/hr) 101 64 64 101 130 205 205 130 Heavy Vehicles (%) 1% 1% 2% 7% 3% 5% 2% 4% 2% 0% 3% 13% Adj. Flow (vph) 116 887 153 197 657 171 333 1379 291 0 653 103 Lane Group Flow (vph) 116 887 153 197 657 171 333 1670 0 0 653 103 Median Width(m) 3.6 3.6 3.6 3.6 Number of Detectors 1 1 1 1 1 1 1 1 1 1 Detector Template Leading Detector (m) 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm pm+pt NA Perm pm+pt NA NA Perm Protected Phases 8 7 4 5 2 6 Permitted Phases 8 8 4 4 2 6 Detector Phase 8 8 8 7 4 4 5 2 6 6 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 5.0 7.0 7.0 7.0 @ York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 39

Lanes, Volumes, Timings 2017 Future Traffic Volumes 349: Wellington Street & York Street AM Peak Hour Minimum Split (s) 31.9 31.9 31.9 11.0 31.9 31.9 9.0 33.2 33.2 33.2 Total Split (s) 32.0 32.0 32.0 13.0 45.0 45.0 17.0 55.0 38.0 38.0 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) 26.1 26.1 26.1 9.0 39.1 39.1 13.0 48.8 31.8 31.8 Yellow Time (s) 3.3 3.3 3.3 3.0 3.3 3.3 3.0 3.3 3.3 3.3 All-Red Time (s) 2.6 2.6 2.6 1.0 2.6 2.6 1.0 2.9 2.9 2.9 Lost Time Adjust (s) -1.9-1.9-1.9 0.0-1.9-1.9 0.0-2.2-2.2-2.2 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lag Lag Lag Lead Lead Lag Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None None C-Max C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 19.0 19.0 19.0 19.0 19.0 20.0 20.0 20.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 28.0 28.0 28.0 41.0 41.0 41.0 51.0 51.0 34.0 34.0 Actuated g/c Ratio 0.28 0.28 0.28 0.41 0.41 0.41 0.51 0.51 0.34 0.34 v/c Ratio 0.59 0.91 0.31 0.90 0.47 0.29 0.89 1.02 0.56 0.22 Control Delay 63.4 68.0 25.3 68.2 17.9 9.6 43.6 43.1 22.7 5.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 15.9 0.0 0.0 Total Delay 63.4 68.0 25.3 68.2 17.9 9.7 43.6 59.0 22.7 5.0 LOS E E C E B A D E C A Approach Delay 61.8 26.2 56.4 20.3 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 Street @ 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) 142 706 56 70 693 95 161 445 73 117 418 235 Storage Length (m) 160.0 0.0 20.0 0.0 20.0 0.0 80.0 0.0 Storage Lanes 1 0 1 0 1 0 1 0 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 Ped Bike Factor 1.00 0.99 0.98 1.00 0.99 0.99 0.98 0.98 Frt 0.989 0.982 0.979 0.946 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1758 3382 0 1658 3298 0 1674 3313 0 1758 3167 0 Flt Permitted 0.129 0.264 0.319 0.394 Satd. Flow (perm) 238 3382 0 453 3298 0 557 3313 0 711 3167 0 Satd. Flow (RTOR) 10 16 27 162 Link Speed (k/h) 50 50 50 50 Link Distance (m) 241.9 245.9 278.0 139.6 Travel Time (s) 17.4 17.7 20.0 10.1 Confl. Peds. (#/hr) 18 33 33 18 24 49 49 24 Confl. Bikes (#/hr) 7 Heavy Vehicles (%) 0% 2% 4% 6% 4% 6% 5% 3% 2% 0% 3% 4% Adj. Flow (vph) 154 767 61 76 753 103 175 484 79 127 454 255 Lane Group Flow (vph) 154 828 0 76 856 0 175 563 0 127 709 0 Median Width(m) 3.6 3.6 3.6 3.6 Turn Type pm+pt NA Perm NA Perm NA Perm NA Protected Phases 1 6 2 8 4 Permitted Phases 6 2 8 4 Minimum Split (s) 8.0 33.9 33.9 33.9 31.9 31.9 31.9 31.9 Total Split (s) 8.0 44.0 36.0 36.0 56.0 56.0 56.0 56.0 Total Split (%) 8.0% 44.0% 36.0% 36.0% 56.0% 56.0% 56.0% 56.0% Maximum Green (s) 4.0 38.1 30.1 30.1 50.1 50.1 50.1 50.1 Yellow Time (s) 3.0 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 1.0 2.6 2.6 2.6 2.6 2.6 2.6 2.6 Lost Time Adjust (s) -1.9-1.9-1.9-1.9-1.9-1.9-1.9-1.9 Total Lost Time (s) 2.1 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lag Yes Yes Walk Time (s) 7.0 7.0 7.0 9.0 9.0 9.0 9.0 Flash Dont Walk (s) 18.0 18.0 18.0 16.0 16.0 16.0 16.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 @ York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 41

Lanes, Volumes, Timings 2017 Future Traffic Volumes 351: Colborne Street & York Street AM Peak Hour Act Effct Green (s) 41.9 40.0 32.0 32.0 52.0 52.0 52.0 52.0 Actuated g/c Ratio 0.42 0.40 0.32 0.32 0.52 0.52 0.52 0.52 v/c Ratio 0.81 0.61 0.53 0.80 0.61 0.32 0.34 0.41 Control Delay 49.7 21.8 33.1 29.5 36.4 20.3 15.4 10.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 49.7 21.8 33.1 29.5 36.4 20.3 15.4 10.5 LOS D C C C D C B B Approach Delay 26.1 29.8 24.1 11.3 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 Street @ 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) 18 720 9 29 900 26 12 19 15 2 9 17 Lane Util. Factor 0.95 0.95 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 1.00 0.98 0.97 Frt 0.998 0.996 0.957 0.919 Flt Protected 0.999 0.998 0.987 0.997 Satd. Flow (prot) 0 3436 0 0 3410 0 0 1630 0 0 1583 0 Flt Permitted 0.916 0.908 0.915 0.981 Satd. Flow (perm) 0 3150 0 0 3102 0 0 1499 0 0 1553 0 Satd. Flow (RTOR) 2 6 16 18 Link Speed (k/h) 50 50 50 50 Link Distance (m) 245.9 239.6 277.7 139.8 Travel Time (s) 17.7 17.3 20.0 10.1 Confl. Peds. (#/hr) 11 10 10 11 19 24 24 19 Heavy Vehicles (%) 0% 2% 0% 14% 2% 0% 8% 5% 4% 0% 13% 0% Adj. Flow (vph) 20 783 10 32 978 28 13 21 16 2 10 18 Lane Group Flow (vph) 0 813 0 0 1038 0 0 50 0 0 30 0 Median Width(m) 3.6 3.6 0.0 0.0 Number of Detectors 1 1 1 1 1 1 1 1 Detector Template Leading Detector (m) 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Perm NA D.Pm NA Perm NA D.Pm NA Protected Phases 2 6 4 8 Permitted Phases 2 2 4 4 Detector Phase 2 2 2 6 4 4 4 8 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 21.3 21.3 21.3 21.3 23.5 23.5 23.5 23.5 Total Split (s) 69.0 69.0 69.0 69.0 31.0 31.0 31.0 31.0 Total Split (%) 69.0% 69.0% 69.0% 69.0% 31.0% 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 2017 Future Traffic Volumes 352: Maitland Street & York Street AM Peak Hour Maximum Green (s) 63.7 63.7 63.7 63.7 25.6 25.6 25.6 25.6 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.0 2.0 2.0 2.0 2.1 2.1 2.1 2.1 Lost Time Adjust (s) -1.2-1.2-1.5-1.5 Total Lost Time (s) 4.1 4.1 3.9 3.9 Lead/Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode C-Max C-Max C-Max Max None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 9.0 9.0 9.0 9.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 5 5 5 5 5 5 5 5 Act Effct Green (s) 84.1 84.1 11.2 11.2 Actuated g/c Ratio 0.84 0.84 0.11 0.11 v/c Ratio 0.31 0.40 0.27 0.16 Control Delay 1.8 6.2 21.1 30.0 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 1.8 6.2 21.1 30.0 LOS A A C C Approach Delay 1.8 6.2 21.1 30.0 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 Street @ 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) 442 897 66 14 463 95 125 376 40 84 125 48 Storage Length (m) 75.0 0.0 30.0 0.0 50.0 35.0 30.0 0.0 Storage Lanes 1 0 1 0 1 1 1 0 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 0.95 0.95 Ped Bike Factor 0.99 0.99 0.98 0.99 0.97 0.89 0.96 0.98 Frt 0.990 0.975 0.850 0.959 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1674 3326 0 1612 3237 0 1706 1814 1498 1583 3082 0 Flt Permitted 0.256 0.273 0.630 0.230 Satd. Flow (perm) 448 3326 0 454 3237 0 1093 1814 1338 367 3082 0 Satd. Flow (RTOR) 12 24 72 52 Link Speed (k/h) 48 48 50 50 Link Distance (m) 191.4 381.9 288.0 277.9 Travel Time (s) 14.4 28.6 20.7 20.0 Confl. Peds. (#/hr) 20 40 40 20 47 103 103 47 Heavy Vehicles (%) 5% 3% 15% 9% 5% 6% 3% 2% 5% 11% 3% 20% Adj. Flow (vph) 480 975 72 15 503 103 136 409 43 91 136 52 Lane Group Flow (vph) 480 1047 0 15 606 0 136 409 43 91 188 0 Median Width(m) 3.6 3.6 3.6 3.6 Number of Detectors 1 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Left Thru Right Left Thru Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 2.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 2.0 10.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type pm+pt NA Perm NA Perm NA Perm Perm NA Protected Phases 5 2 6 4 8 Permitted Phases 2 6 4 4 8 Detector Phase 5 2 6 6 4 4 4 8 8 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 @ York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 45

Lanes, Volumes, Timings 2017 Future Traffic Volumes 357: Richmond Street & Horton Street AM Peak Hour Minimum Split (s) 9.0 27.6 27.6 27.6 38.4 38.4 38.4 38.4 38.4 Total Split (s) 28.0 60.0 32.0 32.0 40.0 40.0 40.0 40.0 40.0 Total Split (%) 28.0% 60.0% 32.0% 32.0% 40.0% 40.0% 40.0% 40.0% 40.0% Maximum Green (s) 24.0 54.4 26.4 26.4 33.6 33.6 33.6 33.6 33.6 Yellow Time (s) 3.0 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 1.0 2.3 2.3 2.3 3.1 3.1 3.1 3.1 3.1 Lost Time Adjust (s) 0.0-1.9-1.9-1.9-2.5-2.5-2.5-2.5-2.5 Total Lost Time (s) 4.0 3.7 3.7 3.7 3.9 3.9 3.9 3.9 3.9 Lead/Lag Lead Lag Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Max C-Max C-Max None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 15.0 15.0 15.0 25.0 25.0 25.0 25.0 25.0 Pedestrian Calls (#/hr) 8 8 8 8 8 8 8 8 Act Effct Green (s) 62.2 62.5 34.5 34.5 29.9 29.9 29.9 29.9 29.9 Actuated g/c Ratio 0.62 0.62 0.34 0.34 0.30 0.30 0.30 0.30 0.30 v/c Ratio 0.84 0.50 0.10 0.53 0.42 0.75 0.10 0.83 0.20 Control Delay 41.9 7.4 34.4 36.0 30.9 40.6 2.4 87.4 21.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 41.9 7.4 34.4 36.0 30.9 40.6 2.4 87.4 21.4 LOS D A C D C D A F C Approach Delay 18.3 36.0 35.6 42.9 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 Street @ 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) 234 671 53 120 548 185 184 1381 40 59 747 115 Lane Width (m) 3.6 3.6 3.6 3.6 3.7 3.6 3.6 3.6 3.6 3.6 3.6 3.6 Storage Length (m) 30.0 0.0 75.0 70.0 45.0 40.0 25.0 30.0 Storage Lanes 1 0 1 1 1 1 1 1 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Ped Bike Factor 0.99 1.00 0.99 0.97 0.98 0.96 1.00 0.90 Frt 0.989 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1740 3338 0 1658 3353 1527 1674 3413 1367 1690 3413 1512 Flt Permitted 0.239 0.166 0.150 0.124 Satd. Flow (perm) 435 3338 0 287 3353 1481 259 3413 1309 220 3413 1361 Satd. Flow (RTOR) 9 176 128 128 Link Speed (k/h) 48 48 50 50 Link Distance (m) 381.9 487.9 283.3 278.6 Travel Time (s) 28.6 36.6 20.4 20.1 Confl. Peds. (#/hr) 20 40 40 20 93 32 32 93 Heavy Vehicles (%) 1% 4% 1% 6% 6% 3% 5% 3% 15% 4% 3% 4% Adj. Flow (vph) 254 729 58 130 596 201 200 1501 43 64 812 125 Lane Group Flow (vph) 254 787 0 130 596 201 200 1501 43 64 812 125 Median Width(m) 3.6 3.6 3.6 3.6 Headway Factor 1.04 1.04 1.04 1.04 1.02 1.04 1.04 1.04 1.04 1.04 1.04 1.04 Number of Detectors 1 1 1 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Right Left Thru Right Left Thru Right Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 2.0 10.0 2.0 2.0 10.0 2.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 2.0 10.0 2.0 2.0 10.0 2.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 3 8 7 4 5 2 1 6 Permitted Phases 8 4 4 2 2 6 6 Detector Phase 3 8 7 4 4 5 2 2 1 6 6 Switch Phase @ York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 47

Lanes, Volumes, Timings 2017 Future Traffic Volumes 359: Wellington Street & Horton Street AM Peak Hour Minimum Initial (s) 5.0 7.0 5.0 7.0 7.0 5.0 7.0 7.0 5.0 1.0 1.0 Minimum Split (s) 9.0 39.8 9.0 39.8 39.8 9.0 37.2 37.2 9.0 37.2 37.2 Total Split (s) 12.0 42.0 10.0 40.0 40.0 10.8 38.0 38.0 10.0 37.2 37.2 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) 8.0 35.3 6.0 33.3 33.3 6.8 31.8 31.8 6.0 31.0 31.0 Yellow Time (s) 3.0 3.3 3.0 3.3 3.3 3.0 3.3 3.3 3.0 3.3 3.3 All-Red Time (s) 1.0 3.4 1.0 3.4 3.4 1.0 2.9 2.9 1.0 2.9 2.9 Lost Time Adjust (s) 0.0-2.8 0.0-2.8-2.8 0.0-2.2-2.2 0.0-2.2-2.2 Total Lost Time (s) 4.0 3.9 4.0 3.9 3.9 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 26.0 26.0 26.0 24.0 24.0 24.0 24.0 Pedestrian Calls (#/hr) 10 10 10 10 10 10 10 Act Effct Green (s) 39.9 32.0 35.9 30.0 30.0 49.0 41.2 41.2 41.2 34.4 34.4 Actuated g/c Ratio 0.40 0.32 0.36 0.30 0.30 0.49 0.41 0.41 0.41 0.34 0.34 v/c Ratio 0.91 0.73 0.70 0.59 0.35 0.68 1.07 0.07 0.34 0.69 0.23 Control Delay 48.7 19.7 48.1 40.6 15.1 33.4 69.1 0.5 28.5 37.5 13.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 48.7 19.7 48.1 40.6 15.1 33.4 69.1 0.5 28.5 37.5 13.1 LOS D B D D B C E A C D B Approach Delay 26.8 36.1 63.3 33.9 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 Street @ 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) 57 459 5 3 670 1 1 10 13 4 5 17 Lane Util. Factor 0.95 0.95 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 1.00 0.98 0.98 Frt 0.999 0.927 0.910 Flt Protected 0.995 0.998 0.993 Satd. Flow (prot) 0 3366 0 0 3314 0 0 1484 0 0 1378 0 Flt Permitted 0.803 0.954 0.988 0.950 Satd. Flow (perm) 0 2714 0 0 3162 0 0 1469 0 0 1315 0 Satd. Flow (RTOR) 2 14 18 Link Speed (k/h) 48 48 50 50 Link Distance (m) 243.7 87.0 281.0 277.7 Travel Time (s) 18.3 6.5 20.2 20.0 Confl. Peds. (#/hr) 5 3 3 5 7 11 11 7 Heavy Vehicles (%) 1% 4% 17% 14% 6% 25% 0% 10% 17% 8% 8% 25% Adj. Flow (vph) 62 499 5 3 728 1 1 11 14 4 5 18 Lane Group Flow (vph) 0 566 0 0 732 0 0 26 0 0 27 0 Median Width(m) 3.6 3.6 0.0 0.0 Number of Detectors 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 2 6 4 8 Permitted Phases 2 6 4 8 Detector Phase 2 2 6 6 4 4 8 8 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 18.6 18.6 18.6 18.6 23.5 23.5 23.5 23.5 Total Split (s) 73.0 73.0 73.0 73.0 27.0 27.0 27.0 27.0 Total Split (%) 73.0% 73.0% 73.0% 73.0% 27.0% 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 2017 Future Traffic Volumes 360: Maitland Street & Horton Street AM Peak Hour Maximum Green (s) 67.4 67.4 67.4 67.4 21.5 21.5 21.5 21.5 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.3 2.3 2.3 2.3 2.2 2.2 2.2 2.2 Lost Time Adjust (s) -1.1-1.1-1.5-1.5 Total Lost Time (s) 4.5 4.5 4.0 4.0 Lead/Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode C-Max C-Max Max Max None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 6.0 6.0 6.0 6.0 10.0 10.0 10.0 10.0 Pedestrian Calls (#/hr) 3 3 3 3 3 3 3 3 Act Effct Green (s) 87.7 87.7 10.6 10.6 Actuated g/c Ratio 0.88 0.88 0.11 0.11 v/c Ratio 0.24 0.26 0.16 0.17 Control Delay 6.6 7.6 26.1 19.3 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 6.6 7.6 26.1 19.3 LOS A A C B Approach Delay 6.6 7.6 26.1 19.3 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 Street @ 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) 316 380 22 17 462 110 43 228 29 57 200 164 Storage Length (m) 60.0 0.0 30.0 0.0 30.0 30.0 45.0 40.0 Storage Lanes 1 0 1 0 1 1 1 1 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 Ped Bike Factor 1.00 1.00 1.00 1.00 0.99 1.00 0.98 0.97 Frt 0.992 0.971 0.983 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1723 3418 0 1758 3364 0 1758 3440 0 1740 1832 1512 Flt Permitted 0.344 0.498 0.398 0.485 Satd. Flow (perm) 622 3418 0 920 3364 0 729 3440 0 873 1832 1471 Satd. Flow (RTOR) 11 31 14 178 Link Speed (k/h) 48 48 50 50 Link Distance (m) 487.9 243.7 282.4 278.0 Travel Time (s) 36.6 18.3 20.3 20.0 Confl. Peds. (#/hr) 9 1 1 9 13 23 23 13 Heavy Vehicles (%) 2% 2% 0% 0% 1% 1% 0% 0% 0% 1% 1% 4% Adj. Flow (vph) 343 413 24 18 502 120 47 248 32 62 217 178 Lane Group Flow (vph) 343 437 0 18 622 0 47 280 0 62 217 178 Median Width(m) 3.6 3.6 3.6 3.6 Number of Detectors 1 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Left Thru Left Thru Right Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 2.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 2.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type pm+pt NA Perm NA Perm NA Perm NA Perm Protected Phases 5 2 6 4 8 Permitted Phases 2 6 4 8 8 Detector Phase 5 2 6 6 4 4 8 8 8 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 @ York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 51

Lanes, Volumes, Timings 2017 Future Traffic Volumes 361: Colborne Street & Horton Street AM Peak Hour Minimum Split (s) 9.0 29.7 29.7 29.7 31.0 31.0 31.0 31.0 31.0 Total Split (s) 31.0 67.0 36.0 36.0 33.0 33.0 33.0 33.0 33.0 Total Split (%) 31.0% 67.0% 36.0% 36.0% 33.0% 33.0% 33.0% 33.0% 33.0% Maximum Green (s) 27.0 61.3 30.3 30.3 27.0 27.0 27.0 27.0 27.0 Yellow Time (s) 3.0 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 1.0 2.4 2.4 2.4 2.7 2.7 2.7 2.7 2.7 Lost Time Adjust (s) 0.0-1.7-1.7-1.7-2.0-2.0-2.0-2.0-2.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Max C-Max C-Max None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 17.0 17.0 17.0 18.0 18.0 18.0 18.0 18.0 Pedestrian Calls (#/hr) 3 3 3 3 3 3 3 3 Act Effct Green (s) 72.5 72.5 55.2 55.2 19.5 19.5 19.5 19.5 19.5 Actuated g/c Ratio 0.72 0.72 0.55 0.55 0.20 0.20 0.20 0.20 0.20 v/c Ratio 0.57 0.18 0.04 0.33 0.33 0.41 0.37 0.61 0.41 Control Delay 26.6 14.3 14.4 9.7 39.3 34.3 33.4 37.7 7.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 26.6 14.3 14.4 9.7 39.3 34.3 33.4 37.7 7.5 LOS C B B A D C C D A Approach Delay 19.7 9.8 35.0 25.3 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 Street @ 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 8 2 6 Permitted Phases 8 8 2 6 Detector Phase 8 8 8 2 2 6 6 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 33.0 33.0 33.0 28.7 28.7 25.7 25.7 Total Split (s) 37.0 37.0 37.0 63.0 63.0 63.0 63.0 Total Split (%) 37.0% 37.0% 37.0% 63.0% 63.0% 63.0% 63.0% Maximum Green (s) 31.0 31.0 31.0 57.3 57.3 57.3 57.3 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.7 2.7 2.7 2.4 2.4 2.4 2.4 Lost Time Adjust (s) 0.0 0.0 0.0-1.9-1.9-1.9-1.9 Total Lost Time (s) 6.0 6.0 6.0 3.8 3.8 3.8 3.8 Lead/Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None C-Max C-Max C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 20.0 20.0 20.0 16.0 16.0 13.0 13.0 Pedestrian Calls (#/hr) 2 2 2 2 2 2 2 Act Effct Green (s) 17.7 17.7 17.7 72.5 72.5 72.5 72.5 Actuated g/c Ratio 0.18 0.18 0.18 0.72 0.72 0.72 0.72 v/c Ratio 0.61 0.26 0.35 0.19 0.69 0.49 0.03 Control Delay 45.3 35.1 27.1 8.8 10.9 9.0 4.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 45.3 35.1 27.1 8.8 10.9 9.0 4.4 LOS D D C A B A A Approach Delay 38.0 10.9 8.9 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 Street @ York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 55

Lanes, Volumes, Timings 2017 Future Traffic Volumes 374: Adelaide Street & Hamilton Road AM Peak Hour Volume (vph) 57 363 60 107 793 179 110 972 67 159 881 37 Storage Length (m) 45.0 0.0 35.0 0.0 35.0 0.0 30.0 0.0 Storage Lanes 1 0 1 0 1 0 1 0 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 Ped Bike Factor 0.99 0.99 0.96 0.99 0.99 1.00 1.00 Frt 0.979 0.972 0.990 0.994 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1706 3245 0 1723 3258 0 1740 3355 0 1690 3322 0 Flt Permitted 0.163 0.327 0.257 0.099 Satd. Flow (perm) 289 3245 0 571 3258 0 468 3355 0 176 3322 0 Satd. Flow (RTOR) 19 33 8 6 Link Speed (k/h) 48 48 50 50 Link Distance (m) 222.7 263.8 58.0 458.1 Travel Time (s) 16.7 19.8 4.2 33.0 Confl. Peds. (#/hr) 55 74 74 55 19 37 37 19 Confl. Bikes (#/hr) 4 Heavy Vehicles (%) 3% 4% 8% 2% 3% 5% 1% 3% 8% 4% 5% 5% Adj. Flow (vph) 62 395 65 116 862 195 120 1057 73 173 958 40 Lane Group Flow (vph) 62 460 0 116 1057 0 120 1130 0 173 998 0 Median Width(m) 3.6 3.6 3.6 3.6 Number of Detectors 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Perm NA pm+pt NA Perm NA pm+pt NA Protected Phases 6 5 2 8 7 4 Permitted Phases 6 2 8 4 Detector Phase 6 6 5 2 8 8 7 4 Switch Phase @ 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) 7.0 7.0 5.0 7.0 7.0 7.0 5.0 7.0 Minimum Split (s) 31.3 31.3 9.0 31.3 28.5 28.5 11.0 28.5 Total Split (s) 35.0 35.0 10.0 45.0 43.0 43.0 12.0 55.0 Total Split (%) 35.0% 35.0% 10.0% 45.0% 43.0% 43.0% 12.0% 55.0% Maximum Green (s) 28.7 28.7 6.0 38.7 36.5 36.5 8.0 48.5 Yellow Time (s) 3.3 3.3 3.0 3.3 3.4 3.4 3.0 3.4 All-Red Time (s) 3.0 3.0 1.0 3.0 3.1 3.1 1.0 3.1 Lost Time Adjust (s) -2.3-2.3 0.0-2.3-2.4-2.4 0.0-2.4 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.1 4.1 4.0 4.1 Lead/Lag Lag Lag Lead Lag Lag Lead Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode C-Max C-Max None C-Max Max Max None Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 18.0 18.0 18.0 15.0 15.0 15.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 Act Effct Green (s) 31.0 31.0 41.0 41.0 38.9 38.9 51.0 50.9 Actuated g/c Ratio 0.31 0.31 0.41 0.41 0.39 0.39 0.51 0.51 v/c Ratio 0.70 0.45 0.38 0.78 0.66 0.86 0.82 0.59 Control Delay 74.5 32.9 22.8 29.7 45.3 36.2 51.0 8.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 74.5 32.9 22.8 29.7 45.3 36.2 51.0 8.5 LOS E C C C D D D A Approach Delay 37.8 29.0 37.1 14.8 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 Road @ York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 58

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) 17 0 5 142 1 141 1 271 2 2 550 2 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Hourly flow rate (vph) 18 0 5 154 1 153 1 295 2 2 598 2 Pedestrians 26 26 10 3 Lane Width (m) 3.6 3.6 3.6 3.6 Walking Speed (m/s) 1.2 1.2 1.2 1.2 Percent Blockage 2 2 1 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 287 px, platoon unblocked 0.82 0.82 0.82 0.82 0.82 0.82 vc, conflicting volume 1084 954 635 943 954 325 626 323 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 992 834 445 820 834 325 434 323 tc, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tc, 2 stage (s) tf (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 86 100 99 31 100 78 100 100 cm capacity (veh/h) 135 238 488 223 238 699 903 1210 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 24 309 298 602 Volume Left 18 154 1 2 Volume Right 5 153 2 2 csh 161 337 903 1210 Volume to Capacity 0.15 0.92 0.00 0.00 Queue Length 95th (m) 3.9 69.4 0.0 0.0 Control Delay (s) 31.1 65.7 0.0 0.1 Lane LOS D F A A Approach Delay (s) 31.1 65.7 0.0 0.1 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) 0 0 50 1277 1276 83 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 0 0 54 1388 1387 90 Pedestrians 25 1 1 Lane Width (m) 0.0 3.6 3.6 Walking Speed (m/s) 1.2 1.2 1.2 Percent Blockage 0 0 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 52 px, platoon unblocked 0.71 0.71 0.71 vc, conflicting volume 2261 765 1502 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 1952 0 877 tc, single (s) 6.8 6.9 4.1 tc, 2 stage (s) tf (s) 3.5 3.3 2.2 p0 queue free % 100 100 90 cm capacity (veh/h) 36 764 540 Direction, Lane # NB 1 NB 2 SB 1 SB 2 Volume Total 517 925 925 553 Volume Left 54 0 0 0 Volume Right 0 0 0 90 csh 540 1700 1700 1700 Volume to Capacity 0.10 0.54 0.54 0.33 Queue Length 95th (m) 2.5 0.0 0.0 0.0 Control Delay (s) 2.8 0.0 0.0 0.0 Lane LOS A Approach Delay (s) 1.0 0.0 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 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) 0 0 0 6 171 9 40 29 0 0 16 24 Hourly flow rate (vph) 0 0 0 7 186 10 43 32 0 0 17 26 Direction, Lane # WB 1 NB 1 SB 1 Volume Total (vph) 202 75 43 Volume Left (vph) 7 43 0 Volume Right (vph) 10 0 26 Hadj (s) 0.01 0.15-0.33 Departure Headway (s) 4.2 4.6 4.1 Degree Utilization, x 0.24 0.09 0.05 Capacity (veh/h) 838 750 816 Control Delay (s) 8.5 8.0 7.3 Approach Delay (s) 8.5 8.0 7.3 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) 0 0 0 2 208 14 54 163 0 0 84 267 Storage Length (m) 0.0 0.0 0.0 15.0 30.0 0.0 0.0 0.0 Storage Lanes 0 0 0 1 1 0 0 0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 0.97 0.99 0.97 Frt 0.850 0.897 Flt Protected 0.950 Satd. Flow (prot) 0 0 0 0 1814 1542 1723 1814 0 0 1574 0 Flt Permitted 0.398 Satd. Flow (perm) 0 0 0 0 1813 1489 713 1814 0 0 1574 0 Satd. Flow (RTOR) 51 290 Link Speed (k/h) 50 50 50 50 Link Distance (m) 302.9 243.0 281.3 142.5 Travel Time (s) 21.8 17.5 20.3 10.3 Confl. Peds. (#/hr) 8 9 9 8 12 13 13 12 Adj. Flow (vph) 0 0 0 2 226 15 59 177 0 0 91 290 Lane Group Flow (vph) 0 0 0 0 228 15 59 177 0 0 381 0 Median Width(m) 0.0 0.0 3.6 3.6 Number of Detectors 1 2 1 1 2 2 Detector Template Left Thru Right Left Thru Thru Leading Detector (m) 2.0 10.0 2.0 2.0 10.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 0.6 2.0 2.0 0.6 0.6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(m) 9.4 9.4 9.4 Detector 2 Size(m) 0.6 0.6 0.6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 Turn Type Perm NA Perm Perm NA NA Protected Phases 2 4 4 Page 7

Lanes, Volumes, Timings 2017 Future Traffic Volumes 52: Colborne Street & Grey Street PM Peak Hour Permitted Phases 2 2 4 Detector Phase 2 2 2 4 4 4 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 23.7 23.7 23.7 23.2 23.2 23.2 Total Split (s) 23.7 23.7 23.7 23.2 23.2 23.2 Total Split (%) 50.5% 50.5% 50.5% 49.5% 49.5% 49.5% Maximum Green (s) 18.0 18.0 18.0 18.0 18.0 18.0 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.4 2.4 2.4 1.9 1.9 1.9 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.7 5.7 5.2 5.2 5.2 Lead/Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode Max Max Max None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 6.0 6.0 6.0 5.0 5.0 5.0 Pedestrian Calls (#/hr) 3 3 3 3 3 3 Act Effct Green (s) 18.2 18.2 10.2 10.2 10.2 Actuated g/c Ratio 0.46 0.46 0.26 0.26 0.26 v/c Ratio 0.27 0.02 0.32 0.38 0.61 Control Delay 8.8 0.7 16.2 13.9 8.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 8.8 0.7 16.2 13.9 8.2 LOS A A B B A Approach Delay 8.3 14.5 8.2 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) 26 69 0 1133 1183 0 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 28 75 0 1232 1286 0 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) 144 339 px, platoon unblocked 0.82 0.76 0.76 vc, conflicting volume 1909 650 1293 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 940 0 741 tc, single (s) 6.8 6.9 4.1 tc, 2 stage (s) tf (s) 3.5 3.3 2.2 p0 queue free % 87 91 100 cm capacity (veh/h) 214 815 647 Direction, Lane # EB 1 NB 1 NB 2 SB 1 SB 2 Volume Total 103 616 616 643 643 Volume Left 28 0 0 0 0 Volume Right 75 0 0 0 0 csh 461 1700 1700 1700 1700 Volume to Capacity 0.22 0.36 0.36 0.38 0.38 Queue Length 95th (m) 6.5 0.0 0.0 0.0 0.0 Control Delay (s) 15.0 0.0 0.0 0.0 0.0 Lane LOS C Approach Delay (s) 15.0 0.0 0.0 Approach LOS C Average Delay 0.6 Intersection Capacity Utilization 46.1% ICU Level of Service A Page 10

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) 11 91 4 0 0 0 0 20 10 14 5 0 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Hourly flow rate (vph) 12 99 4 0 0 0 0 22 11 15 5 0 Pedestrians 5 7 6 4 Lane Width (m) 3.6 0.0 3.6 3.6 Walking Speed (m/s) 1.2 1.2 1.2 1.2 Percent Blockage 0 0 1 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked vc, conflicting volume 4 109 139 135 114 158 137 9 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 4 109 139 135 114 158 137 9 tc, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tc, 2 stage (s) tf (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 99 100 100 97 99 98 99 100 cm capacity (veh/h) 1612 1474 810 744 934 769 742 1065 Direction, Lane # EB 1 NB 1 SB 1 Volume Total 115 33 21 Volume Left 12 0 15 Volume Right 4 11 0 csh 1612 798 762 Volume to Capacity 0.01 0.04 0.03 Queue Length 95th (m) 0.2 1.0 0.6 Control Delay (s) 0.8 9.7 9.9 Lane LOS A A A Approach Delay (s) 0.8 9.7 9.9 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) 0 0 18 0 0 0 19 1524 163 74 2120 7 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Hourly flow rate (vph) 0 0 20 0 0 0 21 1657 177 80 2304 8 Pedestrians 38 14 3 2 Lane Width (m) 3.6 0.0 3.6 3.6 Walking Speed (m/s) 1.2 1.2 1.2 1.2 Percent Blockage 3 0 0 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 279 px, platoon unblocked 0.64 0.64 0.64 0.64 0.64 0.64 vc, conflicting volume 3379 4396 1197 3136 4311 933 2350 1848 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 3594 5192 169 3214 5058 933 1980 1848 tc, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tc, 2 stage (s) tf (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 100 100 96 100 100 100 88 75 cm capacity (veh/h) 1 0 520 2 0 267 178 325 Direction, Lane # EB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total 20 21 1104 729 80 1536 776 Volume Left 0 21 0 0 80 0 0 Volume Right 20 0 0 177 0 0 8 csh 520 178 1700 1700 325 1700 1700 Volume to Capacity 0.04 0.12 0.65 0.43 0.25 0.90 0.46 Queue Length 95th (m) 0.9 2.9 0.0 0.0 7.3 0.0 0.0 Control Delay (s) 12.2 27.9 0.0 0.0 19.7 0.0 0.0 Lane LOS B D C Approach Delay (s) 12.2 0.3 0.7 Approach LOS B Average Delay 0.6 Intersection Capacity Utilization 74.1% ICU Level of Service D Page 14

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) 87 102 31 0 0 0 0 78 5 18 69 0 Hourly flow rate (vph) 95 111 34 0 0 0 0 85 5 20 75 0 Direction, Lane # EB 1 NB 1 SB 1 Volume Total (vph) 239 90 95 Volume Left (vph) 95 0 20 Volume Right (vph) 34 5 0 Hadj (s) 0.03 0.00 0.08 Departure Headway (s) 4.4 4.6 4.7 Degree Utilization, x 0.29 0.11 0.12 Capacity (veh/h) 786 740 725 Control Delay (s) 9.2 8.2 8.3 Approach Delay (s) 9.2 8.2 8.3 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) 1 124 6 5 115 12 12 12 9 20 9 3 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Hourly flow rate (vph) 1 135 7 5 125 13 13 13 10 22 10 3 Pedestrians 10 16 18 7 Lane Width (m) 3.6 3.6 3.6 3.6 Walking Speed (m/s) 1.2 1.2 1.2 1.2 Percent Blockage 1 1 2 1 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked vc, conflicting volume 145 159 319 314 172 322 311 149 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 145 159 319 314 172 322 311 149 tc, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tc, 2 stage (s) tf (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 100 100 98 98 99 96 98 100 cm capacity (veh/h) 1429 1399 597 586 847 590 589 886 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 142 143 36 35 Volume Left 1 5 13 22 Volume Right 7 13 10 3 csh 1429 1399 645 609 Volume to Capacity 0.00 0.00 0.06 0.06 Queue Length 95th (m) 0.0 0.1 1.3 1.4 Control Delay (s) 0.1 0.3 10.9 11.3 Lane LOS A A B B Approach Delay (s) 0.1 0.3 10.9 11.3 Approach LOS B B Average Delay 2.4 Intersection Capacity Utilization 25.2% ICU Level of Service A Page 18

Lanes, Volumes, Timings 2017 Future Traffic Volumes 74: Adelaide Street & Nelson Street PM Peak Hour Volume (vph) 32 47 95 51 32 73 58 982 68 24 1155 25 Storage Length (m) 35.0 0.0 25.0 0.0 0.0 0.0 0.0 0.0 Storage Lanes 1 0 1 0 0 0 0 0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 0.95 0.95 0.95 Ped Bike Factor 0.99 0.98 0.99 0.99 1.00 1.00 Frt 0.900 0.896 0.991 0.997 Flt Protected 0.950 0.950 0.997 0.999 Satd. Flow (prot) 1723 1606 0 1723 1602 0 0 3398 0 0 3430 0 Flt Permitted 0.684 0.627 0.791 0.911 Satd. Flow (perm) 1231 1606 0 1126 1602 0 0 2696 0 0 3128 0 Satd. Flow (RTOR) 67 79 15 5 Link Speed (k/h) 50 50 50 50 Link Distance (m) 411.4 72.1 138.2 143.9 Travel Time (s) 29.6 5.2 10.0 10.4 Confl. Peds. (#/hr) 7 10 10 7 6 5 5 6 Adj. Flow (vph) 35 51 103 55 35 79 63 1067 74 26 1255 27 Lane Group Flow (vph) 35 154 0 55 114 0 0 1204 0 0 1308 0 Median Width(m) 3.6 3.6 0.0 0.0 Number of Detectors 1 2 1 2 1 2 1 2 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 0.6 2.0 0.6 2.0 0.6 2.0 0.6 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(m) 9.4 9.4 9.4 9.4 Detector 2 Size(m) 0.6 0.6 0.6 0.6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4 4 2 2 Page 19 Lanes, Volumes, Timings 2017 Future Traffic Volumes 74: Adelaide Street & Nelson Street PM Peak Hour Permitted Phases 4 4 2 2 Detector Phase 4 4 4 4 2 2 2 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 24.9 24.9 24.9 24.9 23.6 23.6 23.6 23.6 Total Split (s) 26.0 26.0 26.0 26.0 54.0 54.0 54.0 54.0 Total Split (%) 32.5% 32.5% 32.5% 32.5% 67.5% 67.5% 67.5% 67.5% Maximum Green (s) 20.1 20.1 20.1 20.1 48.4 48.4 48.4 48.4 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.6 2.6 2.6 2.6 2.3 2.3 2.3 2.3 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.9 5.9 5.9 5.9 5.6 5.6 Lead/Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None C-Max C-Max C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 12.0 12.0 12.0 12.0 8.0 8.0 8.0 8.0 Pedestrian Calls (#/hr) 2 2 2 2 2 2 2 2 Act Effct Green (s) 11.1 11.1 11.1 11.1 57.4 57.4 Actuated g/c Ratio 0.14 0.14 0.14 0.14 0.72 0.72 v/c Ratio 0.21 0.55 0.35 0.39 0.62 0.58 Control Delay 31.1 25.2 35.6 15.4 8.4 7.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 31.1 25.2 35.6 15.4 8.4 7.6 LOS C C D B A A Approach Delay 26.3 22.0 8.4 7.6 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

Lanes, Volumes, Timings 2017 Future Traffic Volumes 307: Richmond Street & Dufferin Avenue PM Peak Hour Volume (vph) 155 329 43 40 273 85 5 449 75 184 498 61 Storage Length (m) 40.0 0.0 25.0 0.0 55.0 0.0 60.0 60.0 Storage Lanes 1 0 1 0 1 0 1 1 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 1.00 Ped Bike Factor 0.98 0.93 0.94 0.76 0.97 0.94 0.47 Frt 0.983 0.965 0.978 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1758 1757 0 1627 1626 0 1690 3073 0 1723 3255 1542 Flt Permitted 0.202 0.352 0.450 0.337 Satd. Flow (perm) 374 1757 0 560 1626 0 606 3073 0 574 3255 727 Satd. Flow (RTOR) 6 14 18 66 Link Speed (k/h) 50 50 50 50 Link Distance (m) 225.7 153.6 71.2 162.2 Travel Time (s) 16.3 11.1 5.1 11.7 Confl. Peds. (#/hr) 135 88 88 135 242 80 80 242 Confl. Bikes (#/hr) 10 8 6 8 Heavy Vehicles (%) 0% 1% 4% 8% 1% 9% 4% 9% 5% 2% 8% 2% Adj. Flow (vph) 168 358 47 43 297 92 5 488 82 200 541 66 Lane Group Flow (vph) 168 405 0 43 389 0 5 570 0 200 541 66 Median Width(m) 3.6 3.6 3.6 3.6 Number of Detectors 1 1 1 1 1 1 1 1 1 Detector Template Leading Detector (m) 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type pm+pt NA Perm NA Perm NA pm+pt NA Perm Protected Phases 3 8 4 2 1 6 Permitted Phases 8 4 2 6 6 Detector Phase 3 8 4 4 2 2 1 6 6 Switch Phase Page 21 Lanes, Volumes, Timings 2017 Future Traffic Volumes 307: Richmond Street & Dufferin Avenue PM Peak Hour Minimum Initial (s) 4.0 7.0 7.0 7.0 7.0 7.0 5.0 7.0 7.0 Minimum Split (s) 8.0 24.8 24.8 24.8 30.4 30.4 9.0 30.6 30.6 Total Split (s) 8.0 50.0 42.0 42.0 47.0 47.0 23.0 70.0 70.0 Total Split (%) 6.7% 41.7% 35.0% 35.0% 39.2% 39.2% 19.2% 58.3% 58.3% Maximum Green (s) 4.0 44.3 36.2 36.2 41.6 41.6 19.0 64.4 64.4 Yellow Time (s) 3.0 3.3 3.3 3.3 3.3 3.3 3.0 3.3 3.3 All-Red Time (s) 1.0 2.4 2.5 2.5 2.1 2.1 1.0 2.3 2.3 Lost Time Adjust (s) -1.8-1.8-1.8-1.8-1.4-1.4 0.0-1.4-1.4 Total Lost Time (s) 2.2 3.9 4.0 4.0 4.0 4.0 4.0 4.2 4.2 Lead/Lag Lead Lag Lag Lag Lag Lead Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None C-Max C-Max None C-Max C-Max Walk Time (s) 7.0 7.0 7.0 17.0 17.0 17.0 17.0 Flash Dont Walk (s) 12.0 12.0 12.0 8.0 8.0 8.0 8.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 43.1 41.4 33.3 33.3 54.4 54.4 70.7 70.5 70.5 Actuated g/c Ratio 0.36 0.34 0.28 0.28 0.45 0.45 0.59 0.59 0.59 v/c Ratio 0.84 0.66 0.28 0.84 0.02 0.41 0.44 0.28 0.15 Control Delay 62.5 38.1 37.2 56.0 23.0 23.8 15.6 13.4 3.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 62.5 38.1 37.2 56.0 23.0 23.8 15.6 13.4 3.9 LOS E D D E C C B B A Approach Delay 45.2 54.1 23.8 13.2 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

Lanes, Volumes, Timings 2017 Future Traffic Volumes 309: Wellington Street & Dufferin Avenue PM Peak Hour Volume (vph) 36 410 193 50 184 28 142 588 102 5 459 57 Storage Length (m) 0.0 20.0 40.0 0.0 0.0 0.0 0.0 50.0 Storage Lanes 0 1 1 1 0 0 0 1 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 0.95 0.95 0.95 Ped Bike Factor 1.00 0.91 0.97 0.93 0.98 0.98 Frt 0.850 0.850 0.982 0.984 Flt Protected 0.996 0.950 0.992 Satd. Flow (prot) 0 1789 1557 1706 1832 1527 0 3320 0 0 3290 0 Flt Permitted 0.962 0.328 0.674 0.948 Satd. Flow (perm) 0 1722 1409 573 1832 1413 0 2232 0 0 3118 0 Satd. Flow (RTOR) 91 30 17 14 Link Speed (k/h) 50 50 50 50 Link Distance (m) 200.8 242.1 160.6 405.1 Travel Time (s) 14.5 17.4 11.6 29.2 Confl. Peds. (#/hr) 46 61 61 46 73 45 45 73 Heavy Vehicles (%) 3% 3% 1% 3% 1% 3% 1% 2% 5% 4% 3% 3% Adj. Flow (vph) 39 446 210 54 200 30 154 639 111 5 499 62 Lane Group Flow (vph) 0 485 210 54 200 30 0 904 0 0 566 0 Median Width(m) 3.6 3.6 0.0 0.0 Turn Type Perm NA Perm Perm NA Perm Perm NA Perm NA Protected Phases 4 4 2 2 Permitted Phases 4 4 4 4 2 2 Minimum Split (s) 32.7 32.7 32.7 32.7 32.7 32.7 32.7 32.7 32.7 32.7 Total Split (s) 62.0 62.0 62.0 62.0 62.0 62.0 58.0 58.0 58.0 58.0 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) 56.3 56.3 56.3 56.3 56.3 56.3 52.3 52.3 52.3 52.3 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 Lost Time Adjust (s) -1.8-1.8-1.8-1.8-1.8-1.7-1.7 Total Lost Time (s) 3.9 3.9 3.9 3.9 3.9 4.0 4.0 Lead/Lag Walk Time (s) 16.0 16.0 16.0 16.0 16.0 16.0 14.0 14.0 14.0 14.0 Flash Dont Walk (s) 10.0 10.0 10.0 10.0 10.0 10.0 12.0 12.0 12.0 12.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0 0 Act Effct Green (s) 58.1 58.1 58.1 58.1 58.1 54.0 54.0 Page 23 Lanes, Volumes, Timings 2017 Future Traffic Volumes 309: Wellington Street & Dufferin Avenue PM Peak Hour Actuated g/c Ratio 0.48 0.48 0.48 0.48 0.48 0.45 0.45 v/c Ratio 0.58 0.29 0.19 0.23 0.04 0.89 0.40 Control Delay 25.8 11.3 20.1 18.8 5.7 42.3 22.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 25.8 11.3 20.1 18.8 5.7 42.3 22.6 LOS C B C B A D C Approach Delay 21.4 17.6 42.3 22.6 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

Lanes, Volumes, Timings 2017 Future Traffic Volumes 311: Colborne Street & Dufferin Avenue PM Peak Hour Volume (vph) 80 143 100 44 79 12 42 518 26 5 443 43 Storage Length (m) 35.0 0.0 30.0 0.0 100.0 0.0 20.0 0.0 Storage Lanes 1 0 1 0 1 0 1 0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.90 0.91 0.90 0.98 1.00 0.99 Frt 0.938 0.980 0.993 0.987 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1758 1555 0 1723 1756 0 1723 1814 0 1758 1795 0 Flt Permitted 0.685 0.468 0.351 0.308 Satd. Flow (perm) 1137 1555 0 761 1756 0 637 1814 0 570 1795 0 Satd. Flow (RTOR) 33 7 4 7 Link Speed (k/h) 50 50 50 50 Link Distance (m) 239.0 129.8 158.9 405.2 Travel Time (s) 17.2 9.3 11.4 29.2 Confl. Peds. (#/hr) 34 58 58 34 20 8 8 20 Heavy Vehicles (%) 0% 1% 2% 2% 1% 4% 2% 1% 2% 0% 1% 0% Adj. Flow (vph) 87 155 109 48 86 13 46 563 28 5 482 47 Lane Group Flow (vph) 87 264 0 48 99 0 46 591 0 5 529 0 Median Width(m) 3.6 3.6 3.6 3.6 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4 4 2 2 Permitted Phases 4 4 2 2 Minimum Split (s) 22.7 22.7 22.7 22.7 22.7 22.7 22.7 22.7 Total Split (s) 47.0 47.0 47.0 47.0 73.0 73.0 73.0 73.0 Total Split (%) 39.2% 39.2% 39.2% 39.2% 60.8% 60.8% 60.8% 60.8% Maximum Green (s) 41.3 41.3 41.3 41.3 67.3 67.3 67.3 67.3 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 Lost Time Adjust (s) -1.7-1.7-1.7-1.7-1.7-1.7-1.7-1.7 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 43.0 43.0 43.0 43.0 69.0 69.0 69.0 69.0 Page 25 Lanes, Volumes, Timings 2017 Future Traffic Volumes 311: Colborne Street & Dufferin Avenue PM Peak Hour Actuated g/c Ratio 0.36 0.36 0.36 0.36 0.58 0.58 0.58 0.58 v/c Ratio 0.21 0.46 0.18 0.16 0.13 0.57 0.02 0.51 Control Delay 28.6 28.7 28.7 25.1 12.9 18.6 11.2 17.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 3.2 0.0 0.0 Total Delay 28.6 28.7 28.7 25.1 12.9 21.8 11.2 17.3 LOS C C C C B C B B Approach Delay 28.6 26.3 21.2 17.2 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

Lanes, Volumes, Timings 2017 Future Traffic Volumes 327: Richmond Street & Dundas Street PM Peak Hour Volume (vph) 1 276 2 0 219 16 0 508 3 2 539 1 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 0.95 0.95 Ped Bike Factor 1.00 0.97 1.00 1.00 Frt 0.999 0.991 0.999 Flt Protected Satd. Flow (prot) 0 1643 0 0 1566 0 0 3087 0 0 3128 0 Flt Permitted 0.954 Satd. Flow (perm) 0 1641 0 0 1566 0 0 3087 0 0 2982 0 Satd. Flow (RTOR) 4 1 Link Speed (k/h) 50 50 50 50 Link Distance (m) 188.5 186.0 138.5 153.6 Travel Time (s) 13.6 13.4 10.0 11.1 Confl. Peds. (#/hr) 527 342 342 527 618 303 303 618 Heavy Vehicles (%) 0% 1% 0% 0% 2% 0% 0% 2% 0% 0% 1% 0% Adj. Flow (vph) 1 300 2 0 238 17 0 552 3 2 586 1 Lane Group Flow (vph) 0 303 0 0 255 0 0 555 0 0 589 0 Median Width(m) 0.0 0.0 3.6 3.6 Headway Factor 1.18 1.18 1.18 1.18 1.18 1.18 1.18 1.18 1.18 1.18 1.18 1.18 Turn Type Perm NA NA NA Perm NA Protected Phases 2 2 4 4 Permitted Phases 2 4 Minimum Split (s) 20.4 20.4 20.4 17.4 17.4 17.4 Total Split (s) 62.0 62.0 62.0 58.0 58.0 58.0 Total Split (%) 51.7% 51.7% 51.7% 48.3% 48.3% 48.3% Maximum Green (s) 56.6 56.6 56.6 52.6 52.6 52.6 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.1 2.1 2.1 2.1 2.1 2.1 Lost Time Adjust (s) -1.0-1.0-1.4-1.4 Total Lost Time (s) 4.4 4.4 4.0 4.0 Lead/Lag Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 8.0 8.0 8.0 5.0 5.0 5.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 Act Effct Green (s) 57.6 57.6 54.0 54.0 Actuated g/c Ratio 0.48 0.48 0.45 0.45 v/c Ratio 0.39 0.34 0.40 0.44 Control Delay 21.7 20.6 23.2 23.9 Page 27 Lanes, Volumes, Timings 2017 Future Traffic Volumes 327: Richmond Street & Dundas Street PM Peak Hour Queue Delay 0.0 0.0 0.0 0.0 Total Delay 21.7 20.6 23.2 23.9 LOS C C C C Approach Delay 21.7 20.6 23.2 23.9 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 - 7-9 / 3-6 Splits and Phases: 327: Richmond Street & Dundas Street Page 28

Lanes, Volumes, Timings 2017 Future Traffic Volumes 329: Wellington Street & Dundas Street PM Peak Hour Volume (vph) 84 250 67 149 155 71 64 1030 143 128 782 16 Storage Length (m) 0.0 15.0 60.0 0.0 40.0 70.0 30.0 0.0 Storage Lanes 0 1 1 1 1 1 1 0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 0.95 Ped Bike Factor 0.94 0.74 0.88 0.66 0.88 0.67 0.99 Frt 0.850 0.850 0.850 0.997 Flt Protected 0.988 0.950 0.950 0.950 Satd. Flow (prot) 0 1662 1367 1706 1713 1512 1723 3446 1542 1740 3430 0 Flt Permitted 0.873 0.384 0.250 0.162 Satd. Flow (perm) 0 1375 1017 610 1713 992 401 3446 1031 297 3430 0 Satd. Flow (RTOR) 27 27 103 2 Link Speed (k/h) 50 50 50 50 Link Distance (m) 197.2 245.0 144.4 148.5 Travel Time (s) 14.2 17.6 10.4 10.7 Confl. Peds. (#/hr) 411 208 208 411 344 262 262 344 Heavy Vehicles (%) 4% 12% 15% 3% 8% 4% 2% 2% 2% 1% 1% 0% Adj. Flow (vph) 91 272 73 162 168 77 70 1120 155 139 850 17 Lane Group Flow (vph) 0 363 73 162 168 77 70 1120 155 139 867 0 Median Width(m) 3.6 3.6 3.6 3.6 Turn Type Perm NA Perm Perm NA Perm Perm NA Perm Perm NA Protected Phases 8 4 2 6 Permitted Phases 8 8 4 4 2 2 6 Minimum Split (s) 36.7 36.7 36.7 36.7 36.7 36.7 28.0 28.0 28.0 28.0 28.0 Total Split (s) 52.0 52.0 52.0 52.0 52.0 52.0 68.0 68.0 68.0 68.0 68.0 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) 45.3 45.3 45.3 45.3 45.3 45.3 62.0 62.0 62.0 62.0 62.0 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 3.4 3.4 3.4 3.4 3.4 3.4 2.7 2.7 2.7 2.7 2.7 Lost Time Adjust (s) -2.7-2.7-2.7-2.7-2.7-2.0-2.0-2.0-2.0-2.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 23.0 23.0 23.0 23.0 23.0 23.0 15.0 15.0 15.0 15.0 15.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0 0 0 Act Effct Green (s) 48.0 48.0 48.0 48.0 48.0 64.0 64.0 64.0 64.0 64.0 Page 29 Lanes, Volumes, Timings 2017 Future Traffic Volumes 329: Wellington Street & Dundas Street PM Peak Hour Actuated g/c Ratio 0.40 0.40 0.40 0.40 0.40 0.53 0.53 0.53 0.53 0.53 v/c Ratio 0.66 0.17 0.66 0.25 0.19 0.33 0.61 0.26 0.88 0.47 Control Delay 36.4 16.6 44.9 25.2 17.1 21.3 21.1 6.7 74.1 18.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 3.8 0.0 0.0 0.9 Total Delay 36.4 16.6 44.9 25.2 17.1 21.3 24.9 6.7 74.1 19.4 LOS D B D C B C C A E B Approach Delay 33.0 31.5 22.6 27.0 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

Lanes, Volumes, Timings 2017 Future Traffic Volumes 331: Colborne Street & Dundas Street PM Peak Hour Volume (vph) 55 394 65 84 329 79 60 548 88 74 480 44 Storage Length (m) 40.0 15.0 55.0 15.0 40.0 30.0 45.0 0.0 Storage Lanes 1 1 1 1 1 1 1 0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.90 0.70 0.92 0.72 0.97 0.87 0.98 0.99 Frt 0.850 0.850 0.850 0.987 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1706 1745 1456 1758 1745 1512 1758 1832 1557 1758 1785 0 Flt Permitted 0.362 0.283 0.317 0.299 Satd. Flow (perm) 582 1745 1015 479 1745 1088 566 1832 1359 540 1785 0 Satd. Flow (RTOR) 28 34 55 6 Link Speed (k/h) 50 50 50 50 Link Distance (m) 239.2 250.1 76.3 147.7 Travel Time (s) 17.2 18.0 5.5 10.6 Confl. Peds. (#/hr) 93 101 101 93 52 40 40 52 Heavy Vehicles (%) 3% 6% 8% 0% 6% 4% 0% 1% 1% 0% 1% 0% Adj. Flow (vph) 60 428 71 91 358 86 65 596 96 80 522 48 Lane Group Flow (vph) 60 428 71 91 358 86 65 596 96 80 570 0 Median Width(m) 3.6 3.6 3.6 3.6 Turn Type Perm NA Perm Perm NA Perm Perm NA Perm Perm NA Protected Phases 2 2 4 4 Permitted Phases 2 2 2 2 4 4 4 Minimum Split (s) 26.9 26.9 26.9 26.9 26.9 26.9 28.1 28.1 28.1 28.1 28.1 Total Split (s) 48.0 48.0 48.0 48.0 48.0 48.0 72.0 72.0 72.0 72.0 72.0 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) 42.1 42.1 42.1 42.1 42.1 42.1 65.9 65.9 65.9 65.9 65.9 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.4 3.4 3.4 3.4 3.4 All-Red Time (s) 2.6 2.6 2.6 2.6 2.6 2.6 2.7 2.7 2.7 2.7 2.7 Lost Time Adjust (s) -1.9-1.9-1.9-1.9-1.9-1.9-2.0-2.0-2.0-2.0-2.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.1 4.1 4.1 4.1 4.1 Lead/Lag Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 14.0 14.0 14.0 14.0 14.0 14.0 15.0 15.0 15.0 15.0 15.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0 0 0 Act Effct Green (s) 44.0 44.0 44.0 44.0 44.0 44.0 67.9 67.9 67.9 67.9 67.9 Page 31 Lanes, Volumes, Timings 2017 Future Traffic Volumes 331: Colborne Street & Dundas Street PM Peak Hour Actuated g/c Ratio 0.37 0.37 0.37 0.37 0.37 0.37 0.57 0.57 0.57 0.57 0.57 v/c Ratio 0.28 0.67 0.18 0.52 0.56 0.20 0.20 0.58 0.12 0.26 0.56 Control Delay 31.4 38.1 18.0 39.5 32.0 15.1 14.9 19.5 6.2 16.1 19.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4.6 0.0 0.0 3.7 Total Delay 31.4 38.1 18.0 39.5 32.0 15.1 14.9 24.1 6.2 16.1 22.8 LOS C D B D C B B C A B C Approach Delay 34.8 30.5 21.0 22.0 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

Lanes, Volumes, Timings 2017 Future Traffic Volumes 332: Maitland Street & Dundas Street PM Peak Hour Volume (vph) 9 476 4 12 450 10 15 9 15 22 4 26 Storage Length (m) 0.0 15.0 0.0 15.0 0.0 0.0 0.0 0.0 Storage Lanes 0 1 0 1 0 0 0 0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 0.64 1.00 0.65 0.91 0.89 Frt 0.850 0.850 0.949 0.932 Flt Protected 0.999 0.999 0.981 0.979 Satd. Flow (prot) 0 1698 1392 0 1730 1572 0 1526 0 0 1475 0 Flt Permitted 0.990 0.985 0.885 0.878 Satd. Flow (perm) 0 1679 885 0 1701 1022 0 1318 0 0 1269 0 Satd. Flow (RTOR) 23 23 16 28 Link Speed (k/h) 50 50 50 50 Link Distance (m) 250.1 236.6 152.7 147.8 Travel Time (s) 18.0 17.0 11.0 10.6 Confl. Peds. (#/hr) 73 76 76 73 39 31 31 39 Heavy Vehicles (%) 0% 9% 13% 0% 7% 0% 10% 8% 5% 0% 42% 6% Adj. Flow (vph) 10 517 4 13 489 11 16 10 16 24 4 28 Lane Group Flow (vph) 0 527 4 0 502 11 0 42 0 0 56 0 Median Width(m) 3.6 3.6 0.0 0.0 Number of Detectors 1 1 1 1 1 1 1 1 1 1 Detector Template Leading Detector (m) 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm Perm NA Perm Perm NA Perm NA Protected Phases 2 6 4 8 Permitted Phases 2 2 6 6 4 8 Detector Phase 2 2 2 6 6 6 4 4 8 8 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Page 33 Lanes, Volumes, Timings 2017 Future Traffic Volumes 332: Maitland Street & Dundas Street PM Peak Hour Minimum Split (s) 18.1 18.1 18.1 18.1 18.1 18.1 23.5 23.5 23.5 23.5 Total Split (s) 91.0 91.0 91.0 91.0 91.0 91.0 29.0 29.0 29.0 29.0 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) 85.9 85.9 85.9 85.9 85.9 85.9 23.5 23.5 23.5 23.5 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 1.8 1.8 1.8 1.8 1.8 1.8 2.2 2.2 2.2 2.2 Lost Time Adjust (s) -1.0-1.0-1.0-1.0-1.4-1.4 Total Lost Time (s) 4.1 4.1 4.1 4.1 4.1 4.1 Lead/Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode C-Max C-Max C-Max Max Max Max None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 6.0 6.0 6.0 6.0 6.0 6.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 10 10 10 10 10 10 10 10 10 10 Act Effct Green (s) 103.7 103.7 103.7 103.7 11.4 11.4 Actuated g/c Ratio 0.86 0.86 0.86 0.86 0.10 0.10 v/c Ratio 0.36 0.01 0.34 0.01 0.30 0.38 Control Delay 1.3 0.0 3.2 0.5 39.1 36.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 1.3 0.0 3.2 0.5 39.1 36.0 LOS A A A A D D Approach Delay 1.3 3.1 39.1 36.0 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

Lanes, Volumes, Timings 2017 Future Traffic Volumes 334: Adelaide Street & Dundas Street PM Peak Hour Volume (vph) 0 402 55 0 321 50 0 1132 76 0 1117 30 Storage Length (m) 0.0 75.0 0.0 0.0 0.0 0.0 0.0 0.0 Storage Lanes 0 1 0 0 0 0 0 0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Ped Bike Factor 0.95 0.99 1.00 Frt 0.850 0.982 0.991 0.996 Flt Protected Satd. Flow (prot) 0 1762 1456 0 1674 0 0 3381 0 0 3423 0 Flt Permitted Satd. Flow (perm) 0 1762 1456 0 1674 0 0 3381 0 0 3423 0 Satd. Flow (RTOR) 28 8 8 3 Link Speed (k/h) 50 50 50 50 Link Distance (m) 94.2 234.5 156.9 148.4 Travel Time (s) 6.8 16.9 11.3 10.7 Confl. Peds. (#/hr) 357 357 48 77 77 48 Heavy Vehicles (%) 0% 5% 8% 0% 4% 0% 0% 2% 0% 0% 2% 0% Adj. Flow (vph) 0 437 60 0 349 54 0 1230 83 0 1214 33 Lane Group Flow (vph) 0 437 60 0 403 0 0 1313 0 0 1247 0 Median Width(m) 0.0 0.0 3.6 3.6 Turn Type NA Perm NA NA NA Protected Phases 6 2 8 4 Permitted Phases 6 Minimum Split (s) 30.8 30.8 30.8 34.5 34.5 Total Split (s) 58.0 58.0 58.0 62.0 62.0 Total Split (%) 48.3% 48.3% 48.3% 51.7% 51.7% Maximum Green (s) 52.2 52.2 52.2 56.5 56.5 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.5 2.5 2.5 2.2 2.2 Lost Time Adjust (s) -1.8-1.8-1.8-1.5-1.5 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 Lead/Lag Walk Time (s) 10.0 10.0 10.0 16.0 16.0 Flash Dont Walk (s) 15.0 15.0 15.0 13.0 13.0 Pedestrian Calls (#/hr) 0 0 0 0 0 Act Effct Green (s) 54.0 54.0 54.0 58.0 58.0 Page 35 Lanes, Volumes, Timings 2017 Future Traffic Volumes 334: Adelaide Street & Dundas Street PM Peak Hour Actuated g/c Ratio 0.45 0.45 0.45 0.48 0.48 v/c Ratio 0.55 0.09 0.53 0.80 0.75 Control Delay 27.5 11.8 26.6 30.7 28.7 Queue Delay 0.0 0.0 0.0 20.1 15.9 Total Delay 27.5 11.8 26.6 50.8 44.7 LOS C B C D D Approach Delay 25.6 26.6 50.8 44.7 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

Lanes, Volumes, Timings 2017 Future Traffic Volumes 347: Richmond Street & York Street PM Peak Hour Volume (vph) 90 539 102 232 1012 84 36 295 75 4 454 65 Storage Length (m) 30.0 0.0 40.0 0.0 40.0 0.0 0.0 0.0 Storage Lanes 1 0 1 0 1 0 0 0 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 0.95 0.95 0.95 Ped Bike Factor 0.99 0.98 0.97 0.99 0.94 0.97 0.97 Frt 0.976 0.989 0.969 0.981 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot) 1758 3204 0 1758 3262 0 1758 3228 0 0 3309 0 Flt Permitted 0.183 0.355 0.261 0.952 Satd. Flow (perm) 335 3204 0 638 3262 0 452 3228 0 0 3149 0 Satd. Flow (RTOR) 29 15 26 13 Link Speed (k/h) 50 50 50 50 Link Distance (m) 186.6 186.8 277.9 141.9 Travel Time (s) 13.4 13.4 20.0 10.2 Confl. Peds. (#/hr) 53 45 45 53 116 82 82 116 Heavy Vehicles (%) 0% 6% 2% 0% 6% 1% 0% 2% 2% 0% 1% 3% Adj. Flow (vph) 98 586 111 252 1100 91 39 321 82 4 493 71 Lane Group Flow (vph) 98 697 0 252 1191 0 39 403 0 0 568 0 Median Width(m) 3.6 3.6 3.6 3.6 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 2 2 4 4 Permitted Phases 2 2 4 4 Minimum Split (s) 24.1 24.1 24.1 24.1 24.8 24.8 24.8 24.8 Total Split (s) 83.0 83.0 83.0 83.0 37.0 37.0 37.0 37.0 Total Split (%) 69.2% 69.2% 69.2% 69.2% 30.8% 30.8% 30.8% 30.8% Maximum Green (s) 76.9 76.9 76.9 76.9 31.2 31.2 31.2 31.2 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.8 2.8 2.8 2.8 2.5 2.5 2.5 2.5 Lost Time Adjust (s) -2.1-2.1-2.1-2.1-1.8-1.8-1.8 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 12.0 12.0 12.0 12.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 79.0 79.0 79.0 79.0 33.0 33.0 33.0 Page 37 Lanes, Volumes, Timings 2017 Future Traffic Volumes 347: Richmond Street & York Street PM Peak Hour Actuated g/c Ratio 0.66 0.66 0.66 0.66 0.28 0.28 0.28 v/c Ratio 0.45 0.33 0.60 0.55 0.31 0.44 0.65 Control Delay 17.8 9.0 19.0 12.1 47.7 38.8 41.6 Queue Delay 0.0 0.0 0.0 0.6 0.0 0.0 0.0 Total Delay 17.8 9.0 19.0 12.7 47.7 38.8 41.6 LOS B A B B D D D Approach Delay 10.1 13.8 39.6 41.6 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

Lanes, Volumes, Timings 2017 Future Traffic Volumes 349: Wellington Street & York Street PM Peak Hour Volume (vph) 75 673 325 244 1023 175 215 953 154 0 1206 217 Storage Length (m) 80.0 60.0 80.0 0.0 25.0 0.0 0.0 65.0 Storage Lanes 1 1 1 1 1 0 0 1 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 0.95 1.00 0.95 1.00 Ped Bike Factor 0.98 0.88 0.98 0.85 0.96 0.78 Frt 0.850 0.850 0.979 0.850 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot) 1723 3480 1572 1758 3480 1557 1740 3219 0 0 3413 1470 Flt Permitted 0.153 0.129 0.085 Satd. Flow (perm) 271 3480 1381 234 3480 1325 156 3219 0 0 3413 1145 Satd. Flow (RTOR) 267 65 23 99 Link Speed (k/h) 50 50 50 50 Link Distance (m) 197.2 244.3 278.6 139.4 Travel Time (s) 14.2 17.6 20.1 10.0 Confl. Peds. (#/hr) 101 81 81 101 160 192 192 160 Heavy Vehicles (%) 2% 1% 0% 0% 1% 1% 1% 3% 3% 0% 3% 7% Adj. Flow (vph) 82 732 353 265 1112 190 234 1036 167 0 1311 236 Lane Group Flow (vph) 82 732 353 265 1112 190 234 1203 0 0 1311 236 Median Width(m) 3.6 3.6 3.6 3.6 Number of Detectors 1 1 1 1 1 1 1 1 1 1 Detector Template Leading Detector (m) 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm pm+pt NA Perm pm+pt NA NA Perm Protected Phases 8 7 4 5 2 6 Permitted Phases 8 8 4 4 2 2 6 Detector Phase 8 8 8 7 4 4 5 2 6 6 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 5.0 7.0 7.0 7.0 Page 39 Lanes, Volumes, Timings 2017 Future Traffic Volumes 349: Wellington Street & York Street PM Peak Hour Minimum Split (s) 31.9 31.9 31.9 11.0 31.9 31.9 9.0 33.2 33.2 33.2 Total Split (s) 33.0 33.0 33.0 19.0 52.0 52.0 20.0 68.0 48.0 48.0 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) 27.1 27.1 27.1 15.0 46.1 46.1 16.0 61.8 41.8 41.8 Yellow Time (s) 3.3 3.3 3.3 3.0 3.3 3.3 3.0 3.3 3.3 3.3 All-Red Time (s) 2.6 2.6 2.6 1.0 2.6 2.6 1.0 2.9 2.9 2.9 Lost Time Adjust (s) -1.9-1.9-1.9 0.0-1.9-1.9 0.0-2.2-2.2-2.2 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lag Lag Lag Lead Lead Lag Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None None C-Max C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 19.0 19.0 19.0 19.0 19.0 20.0 20.0 20.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 29.0 29.0 29.0 48.0 48.0 48.0 64.0 64.0 45.4 45.4 Actuated g/c Ratio 0.24 0.24 0.24 0.40 0.40 0.40 0.53 0.53 0.38 0.38 v/c Ratio 1.26 0.87 0.66 0.93 0.80 0.33 0.85 0.70 1.02 0.48 Control Delay 236.8 56.0 17.1 69.9 37.1 17.9 56.9 44.3 66.5 20.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 32.2 0.0 Total Delay 236.8 56.0 17.1 69.9 37.1 17.9 56.9 44.3 98.7 20.0 LOS F E B E D B E D F B Approach Delay 57.0 40.3 46.4 86.7 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

Lanes, Volumes, Timings 2017 Future Traffic Volumes 351: Colborne Street & York Street PM Peak Hour Volume (vph) 174 745 172 103 767 72 61 369 78 164 613 159 Storage Length (m) 160.0 0.0 20.0 0.0 20.0 0.0 80.0 0.0 Storage Lanes 1 0 1 0 1 0 1 0 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 Ped Bike Factor 0.99 0.97 0.98 1.00 0.99 0.99 0.97 0.99 Frt 0.972 0.987 0.974 0.969 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1758 3233 0 1723 3389 0 1690 3320 0 1740 3285 0 Flt Permitted 0.230 0.199 0.205 0.400 Satd. Flow (perm) 422 3233 0 353 3389 0 362 3320 0 714 3285 0 Satd. Flow (RTOR) 35 12 25 33 Link Speed (k/h) 50 50 50 50 Link Distance (m) 241.9 245.9 278.0 139.6 Travel Time (s) 17.4 17.7 20.0 10.1 Confl. Peds. (#/hr) 28 61 61 28 27 42 42 27 Heavy Vehicles (%) 0% 3% 0% 2% 2% 1% 4% 2% 1% 1% 2% 5% Adj. Flow (vph) 189 810 187 112 834 78 66 401 85 178 666 173 Lane Group Flow (vph) 189 997 0 112 912 0 66 486 0 178 839 0 Median Width(m) 3.6 3.6 3.6 3.6 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 6 2 8 4 Permitted Phases 6 2 8 4 Minimum Split (s) 30.9 30.9 30.9 30.9 30.9 30.9 30.9 30.9 Total Split (s) 67.0 67.0 67.0 67.0 53.0 53.0 53.0 53.0 Total Split (%) 55.8% 55.8% 55.8% 55.8% 44.2% 44.2% 44.2% 44.2% Maximum Green (s) 61.1 61.1 61.1 61.1 47.1 47.1 47.1 47.1 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.6 2.6 2.6 2.6 2.6 2.6 2.6 2.6 Lost Time Adjust (s) -1.9-1.9-1.9-1.9-1.9-1.9-1.9-1.9 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Walk Time (s) 7.0 7.0 7.0 7.0 9.0 9.0 9.0 9.0 Flash Dont Walk (s) 18.0 18.0 18.0 18.0 16.0 16.0 16.0 16.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 63.0 63.0 63.0 63.0 49.0 49.0 49.0 49.0 Page 41 Lanes, Volumes, Timings 2017 Future Traffic Volumes 351: Colborne Street & York Street PM Peak Hour Actuated g/c Ratio 0.52 0.52 0.52 0.52 0.41 0.41 0.41 0.41 v/c Ratio 0.86 0.58 0.61 0.51 0.45 0.35 0.61 0.62 Control Delay 60.0 20.4 32.8 17.5 36.9 22.4 38.9 29.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.5 Total Delay 60.0 20.4 32.8 17.5 36.9 22.4 38.9 30.7 LOS E C C B D C D C Approach Delay 26.7 19.1 24.1 32.2 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

Lanes, Volumes, Timings 2017 Future Traffic Volumes 352: Maitland Street & York Street PM Peak Hour Volume (vph) 2 880 8 24 991 16 22 17 30 8 9 19 Lane Util. Factor 0.95 0.95 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 1.00 0.97 0.97 Frt 0.999 0.998 0.941 0.929 Flt Protected 0.999 0.984 0.989 Satd. Flow (prot) 0 3476 0 0 3466 0 0 1656 0 0 1654 0 Flt Permitted 0.954 0.911 0.911 0.927 Satd. Flow (perm) 0 3316 0 0 3160 0 0 1515 0 0 1540 0 Satd. Flow (RTOR) 2 3 30 21 Link Speed (k/h) 50 50 50 50 Link Distance (m) 245.9 239.6 277.7 139.8 Travel Time (s) 17.7 17.3 20.0 10.1 Confl. Peds. (#/hr) 9 6 6 9 20 18 18 20 Heavy Vehicles (%) 0% 1% 0% 3% 1% 0% 0% 0% 3% 0% 0% 0% Adj. Flow (vph) 2 957 9 26 1077 17 24 18 33 9 10 21 Lane Group Flow (vph) 0 968 0 0 1120 0 0 75 0 0 40 0 Median Width(m) 3.6 3.6 0.0 0.0 Number of Detectors 1 1 1 1 1 1 1 1 Detector Template Leading Detector (m) 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 2 6 4 8 Permitted Phases 2 6 4 8 Detector Phase 2 2 6 6 4 4 8 8 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 21.3 21.3 21.3 21.3 23.5 23.5 23.5 23.5 Total Split (s) 91.0 91.0 91.0 91.0 29.0 29.0 29.0 29.0 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) 85.7 85.7 85.7 85.7 23.6 23.6 23.6 23.6 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.0 2.0 2.0 2.0 2.1 2.1 2.1 2.1 Lost Time Adjust (s) -1.2-1.2-1.5-1.5 Total Lost Time (s) 4.1 4.1 3.9 3.9 Lead/Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode C-Max C-Max Max Max None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 9.0 9.0 9.0 9.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 5 5 5 5 5 5 5 5 Act Effct Green (s) 103.4 103.4 11.9 11.9 Actuated g/c Ratio 0.86 0.86 0.10 0.10 v/c Ratio 0.34 0.41 0.42 0.23 Control Delay 1.6 3.1 37.0 30.6 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 1.6 3.1 37.0 30.6 LOS A A D C Approach Delay 1.6 3.1 37.0 30.6 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 Traffic Volumes 357: Richmond Street & Horton Street PM Peak Hour Volume (vph) 194 658 60 46 929 48 150 171 28 176 331 219 Storage Length (m) 75.0 0.0 30.0 0.0 50.0 30.0 30.0 0.0 Storage Lanes 1 0 1 0 1 1 1 0 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 0.95 0.95 Ped Bike Factor 0.99 0.97 1.00 0.99 0.88 0.92 0.98 Frt 0.987 0.993 0.850 0.940 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1612 3354 0 1598 3443 0 1674 1779 1512 1690 3122 0 Flt Permitted 0.147 0.356 0.194 0.640 Satd. Flow (perm) 249 3354 0 582 3443 0 338 1779 1336 1044 3122 0 Satd. Flow (RTOR) 13 6 60 133 Link Speed (k/h) 50 50 50 50 Link Distance (m) 191.4 381.9 286.4 277.9 Travel Time (s) 13.8 27.5 20.6 20.0 Confl. Peds. (#/hr) 27 30 30 27 29 95 95 29 Heavy Vehicles (%) 9% 2% 9% 10% 1% 3% 5% 4% 4% 4% 2% 7% Adj. Flow (vph) 211 715 65 50 1010 52 163 186 30 191 360 238 Lane Group Flow (vph) 211 780 0 50 1062 0 163 186 30 191 598 0 Median Width(m) 3.6 3.6 3.6 3.6 Number of Detectors 1 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Left Thru Right Left Thru Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 2.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 2.0 10.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type pm+pt NA Perm NA pm+pt NA Perm Perm NA Protected Phases 5 2 6 7 4 8 Permitted Phases 2 6 6 4 4 8 Detector Phase 5 2 6 6 7 4 4 8 8 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 7.0 4.0 7.0 7.0 7.0 7.0 Page 45 Lanes, Volumes, Timings 2017 Future Traffic Volumes 357: Richmond Street & Horton Street PM Peak Hour Minimum Split (s) 9.0 27.6 27.6 27.6 8.0 38.4 38.4 38.4 38.4 Total Split (s) 15.0 72.0 57.0 57.0 8.0 48.0 48.0 40.0 40.0 Total Split (%) 12.5% 60.0% 47.5% 47.5% 6.7% 40.0% 40.0% 33.3% 33.3% Maximum Green (s) 11.0 66.4 51.4 51.4 4.0 41.6 41.6 33.6 33.6 Yellow Time (s) 3.0 3.3 3.3 3.3 3.0 3.3 3.3 3.3 3.3 All-Red Time (s) 1.0 2.3 2.3 2.3 1.0 3.1 3.1 3.1 3.1 Lost Time Adjust (s) 0.0-1.9-1.9-1.9-2.5-2.5-2.5-2.5-2.5 Total Lost Time (s) 4.0 3.7 3.7 3.7 1.5 3.9 3.9 3.9 3.9 Lead/Lag Lead Lag Lag Lead Lag Lag Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Max C-Max C-Max None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 15.0 15.0 15.0 25.0 25.0 25.0 25.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 74.7 75.0 58.9 58.9 39.8 37.4 37.4 29.4 29.4 Actuated g/c Ratio 0.62 0.62 0.49 0.49 0.33 0.31 0.31 0.24 0.24 v/c Ratio 0.72 0.37 0.18 0.63 0.89 0.34 0.07 0.75 0.69 Control Delay 28.3 12.2 28.8 29.7 74.6 32.3 1.5 42.9 21.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 28.3 12.2 28.8 29.7 74.6 32.3 1.5 42.9 21.5 LOS C B C C E C A D C Approach Delay 15.6 29.7 48.1 26.7 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

Lanes, Volumes, Timings 2017 Future Traffic Volumes 359: Wellington Street & Horton Street PM Peak Hour Volume (vph) 106 650 115 180 791 148 235 1168 112 79 1217 213 Storage Length (m) 30.0 0.0 95.0 70.0 45.0 40.0 25.0 30.0 Storage Lanes 1 0 1 1 1 1 1 1 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Ped Bike Factor 0.99 0.99 0.99 0.96 0.93 0.85 Frt 0.977 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1706 3298 0 1723 3413 1512 1723 3446 1512 1706 3446 1557 Flt Permitted 0.123 0.116 0.078 0.084 Satd. Flow (perm) 220 3298 0 209 3413 1449 141 3446 1410 151 3446 1324 Satd. Flow (RTOR) 17 161 106 106 Link Speed (k/h) 50 50 50 50 Link Distance (m) 381.9 487.9 284.9 278.6 Travel Time (s) 27.5 35.1 20.5 20.1 Confl. Peds. (#/hr) 28 38 38 28 121 49 49 121 Heavy Vehicles (%) 3% 3% 5% 2% 3% 4% 2% 2% 4% 3% 2% 1% Adj. Flow (vph) 115 707 125 196 860 161 255 1270 122 86 1323 232 Lane Group Flow (vph) 115 832 0 196 860 161 255 1270 122 86 1323 232 Median Width(m) 3.6 3.6 3.6 3.6 Number of Detectors 1 1 1 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Right Left Thru Right Left Thru Right Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 2.0 10.0 2.0 2.0 10.0 2.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 2.0 10.0 2.0 2.0 10.0 2.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 3 8 7 4 5 2 1 6 Permitted Phases 8 4 4 2 2 6 6 Detector Phase 3 8 7 4 4 5 2 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 7.0 5.0 7.0 7.0 5.0 7.0 7.0 Page 47 Lanes, Volumes, Timings 2017 Future Traffic Volumes 359: Wellington Street & Horton Street PM Peak Hour Minimum Split (s) 9.0 39.8 9.0 39.8 39.8 9.0 37.2 37.2 9.0 37.2 37.2 Total Split (s) 11.0 41.0 13.0 43.0 43.0 12.0 54.0 54.0 12.0 54.0 54.0 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) 7.0 34.3 9.0 36.3 36.3 8.0 47.8 47.8 8.0 47.8 47.8 Yellow Time (s) 3.0 3.3 3.0 3.3 3.3 3.0 3.3 3.3 3.0 3.3 3.3 All-Red Time (s) 1.0 3.4 1.0 3.4 3.4 1.0 2.9 2.9 1.0 2.9 2.9 Lost Time Adjust (s) 0.0-2.8 0.0-2.8-2.8 0.0-2.2-2.2 0.0-2.2-2.2 Total Lost Time (s) 4.0 3.9 4.0 3.9 3.9 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 26.0 26.0 26.0 24.0 24.0 24.0 24.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 42.3 35.4 46.3 37.4 37.4 60.9 54.2 54.2 57.5 50.0 50.0 Actuated g/c Ratio 0.35 0.30 0.39 0.31 0.31 0.51 0.45 0.45 0.48 0.42 0.42 v/c Ratio 0.70 0.84 1.01 0.81 0.29 1.28 0.82 0.18 0.51 0.92 0.38 Control Delay 48.2 38.9 96.5 47.6 11.2 192.8 26.2 3.3 30.5 23.8 3.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 48.2 38.9 96.5 47.6 11.2 192.8 26.2 3.3 30.5 23.8 3.9 LOS D D F D B F C A C C A Approach Delay 40.0 50.7 50.3 21.4 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

Lanes, Volumes, Timings 2017 Future Traffic Volumes 360: Maitland Street & Horton Street PM Peak Hour Volume (vph) 23 744 10 5 700 10 4 4 25 10 15 52 Storage Length (m) 30.0 0.0 30.0 0.0 30.0 0.0 30.0 0.0 Storage Lanes 0 0 0 0 0 0 0 0 Lane Util. Factor 0.95 0.95 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 1.00 0.97 0.96 Frt 0.998 0.998 0.896 0.908 Flt Protected 0.999 0.994 0.993 Satd. Flow (prot) 0 3398 0 0 3396 0 0 1559 0 0 1563 0 Flt Permitted 0.914 0.951 0.955 0.953 Satd. Flow (perm) 0 3106 0 0 3229 0 0 1493 0 0 1496 0 Satd. Flow (RTOR) 2 3 27 57 Link Speed (k/h) 50 50 50 50 Link Distance (m) 243.7 87.0 140.0 277.7 Travel Time (s) 17.5 6.3 10.1 20.0 Confl. Peds. (#/hr) 22 26 26 22 18 11 11 18 Heavy Vehicles (%) 0% 3% 7% 6% 3% 10% 0% 25% 0% 7% 8% 1% Adj. Flow (vph) 25 809 11 5 761 11 4 4 27 11 16 57 Lane Group Flow (vph) 0 845 0 0 777 0 0 35 0 0 84 0 Median Width(m) 3.6 3.6 0.0 0.0 Number of Detectors 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 2 6 4 8 Permitted Phases 2 6 4 8 Detector Phase 2 2 6 6 4 4 8 8 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Page 49 Lanes, Volumes, Timings 2017 Future Traffic Volumes 360: Maitland Street & Horton Street PM Peak Hour Minimum Split (s) 18.6 18.6 18.6 18.6 22.6 22.6 22.6 22.6 Total Split (s) 87.0 87.0 87.0 87.0 33.0 33.0 33.0 33.0 Total Split (%) 72.5% 72.5% 72.5% 72.5% 27.5% 27.5% 27.5% 27.5% Maximum Green (s) 81.4 81.4 81.4 81.4 27.4 27.4 27.4 27.4 Yellow Time (s) 3.3 3.3 3.3 3.3 3.4 3.4 3.4 3.4 All-Red Time (s) 2.3 2.3 2.3 2.3 2.2 2.2 2.2 2.2 Lost Time Adjust (s) -1.1-1.1-1.5-1.5 Total Lost Time (s) 4.5 4.5 4.1 4.1 Lead/Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode C-Max C-Max Max Max None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 6.0 6.0 6.0 6.0 10.0 10.0 10.0 10.0 Pedestrian Calls (#/hr) 5 5 5 5 5 5 5 5 Act Effct Green (s) 103.7 103.7 11.2 11.2 Actuated g/c Ratio 0.86 0.86 0.09 0.09 v/c Ratio 0.31 0.28 0.21 0.44 Control Delay 1.3 2.4 24.3 26.3 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 1.3 2.4 24.3 26.3 LOS A A C C Approach Delay 1.3 2.4 24.3 26.3 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

Lanes, Volumes, Timings 2017 Future Traffic Volumes 361: Colborne Street & Horton Street PM Peak Hour Volume (vph) 223 485 42 46 609 60 48 202 45 176 325 267 Storage Length (m) 150.0 0.0 30.0 0.0 30.0 30.0 45.0 40.0 Storage Lanes 1 0 1 0 1 1 1 1 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 Ped Bike Factor 1.00 1.00 0.98 1.00 0.99 0.99 0.99 0.97 Frt 0.988 0.987 0.973 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1740 3425 0 1758 3428 0 1758 3374 0 1740 1850 1557 Flt Permitted 0.287 0.436 0.254 0.523 Satd. Flow (perm) 524 3425 0 792 3428 0 465 3374 0 946 1850 1505 Satd. Flow (RTOR) 12 9 26 254 Link Speed (k/h) 50 50 50 50 Link Distance (m) 487.9 243.7 138.3 278.0 Travel Time (s) 35.1 17.5 10.0 20.0 Confl. Peds. (#/hr) 14 16 16 14 15 13 13 15 Heavy Vehicles (%) 1% 1% 0% 0% 1% 0% 0% 1% 0% 1% 0% 1% Adj. Flow (vph) 242 527 46 50 662 65 52 220 49 191 353 290 Lane Group Flow (vph) 242 573 0 50 727 0 52 269 0 191 353 290 Median Width(m) 3.6 3.6 3.6 3.6 Number of Detectors 1 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Left Thru Left Thru Right Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 2.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 2.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type pm+pt NA Perm NA Perm NA Perm NA Perm Protected Phases 5 2 6 4 8 Permitted Phases 2 6 4 8 8 Detector Phase 5 2 6 6 4 4 8 8 8 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Page 51 Lanes, Volumes, Timings 2017 Future Traffic Volumes 361: Colborne Street & Horton Street PM Peak Hour Minimum Split (s) 9.0 29.7 29.7 29.7 31.0 31.0 31.0 31.0 31.0 Total Split (s) 26.0 69.0 43.0 43.0 51.0 51.0 51.0 51.0 51.0 Total Split (%) 21.7% 57.5% 35.8% 35.8% 42.5% 42.5% 42.5% 42.5% 42.5% Maximum Green (s) 22.0 63.3 37.3 37.3 45.0 45.0 45.0 45.0 45.0 Yellow Time (s) 3.0 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 1.0 2.4 2.4 2.4 2.7 2.7 2.7 2.7 2.7 Lost Time Adjust (s) 0.0-1.7-1.7-1.7-2.0-2.0-2.0-2.0-2.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Max C-Max C-Max None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 17.0 17.0 17.0 18.0 18.0 18.0 18.0 18.0 Pedestrian Calls (#/hr) 5 5 5 5 5 5 5 5 Act Effct Green (s) 79.7 79.7 63.0 63.0 32.3 32.3 32.3 32.3 32.3 Actuated g/c Ratio 0.66 0.66 0.52 0.52 0.27 0.27 0.27 0.27 0.27 v/c Ratio 0.51 0.25 0.12 0.40 0.42 0.29 0.75 0.71 0.49 Control Delay 12.9 3.1 18.5 18.5 43.9 30.6 69.5 61.1 22.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 12.9 3.1 18.5 18.5 43.9 30.6 69.5 61.1 22.2 LOS B A B B D C E E C Approach Delay 6.0 18.5 32.8 49.5 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

Lanes, Volumes, Timings 2017 Future Traffic Volumes 369: Wellington Street & Grey Street PM Peak Hour Volume (vph) 0 0 0 381 119 105 21 1371 0 0 1632 30 Storage Length (m) 0.0 0.0 45.0 45.0 35.0 0.0 0.0 5.0 Storage Lanes 0 0 1 1 1 0 0 1 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Ped Bike Factor 0.99 1.00 0.97 0.88 Frt 0.850 0.850 Flt Protected 0.950 0.976 0.950 Satd. Flow (prot) 0 0 0 1670 1680 1470 1583 3446 0 0 3446 1512 Flt Permitted 0.950 0.976 0.077 Satd. Flow (perm) 0 0 0 1660 1676 1431 128 3446 0 0 3446 1331 Satd. Flow (RTOR) 48 27 Link Speed (k/h) 50 50 50 50 Link Distance (m) 186.1 186.3 145.3 284.9 Travel Time (s) 13.4 13.4 10.5 20.5 Confl. Peds. (#/hr) 12 5 5 12 34 21 21 34 Heavy Vehicles (%) 0% 0% 0% 0% 4% 7% 11% 2% 0% 0% 2% 4% Adj. Flow (vph) 0 0 0 414 129 114 23 1490 0 0 1774 33 29% Lane Group Flow (vph) 0 0 0 294 249 114 23 1490 0 0 1774 33 Median Width(m) 3.6 3.6 3.6 3.6 Number of Detectors 1 1 1 1 1 1 1 Detector Template Left Thru Right Left Thru Thru Right Leading Detector (m) 2.0 10.0 2.0 2.0 10.0 10.0 2.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 2.0 10.0 10.0 2.0 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm Perm NA NA Perm Protected Phases 4 2 6 Permitted Phases 4 4 2 6 Detector Phase 4 4 4 2 2 6 6 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Page 53 Lanes, Volumes, Timings 2017 Future Traffic Volumes 369: Wellington Street & Grey Street PM Peak Hour Minimum Split (s) 36.0 36.0 36.0 28.7 28.7 28.7 28.7 Total Split (s) 37.0 37.0 37.0 83.0 83.0 83.0 83.0 Total Split (%) 30.8% 30.8% 30.8% 69.2% 69.2% 69.2% 69.2% Maximum Green (s) 31.0 31.0 31.0 77.3 77.3 77.3 77.3 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.7 2.7 2.7 2.4 2.4 2.4 2.4 Lost Time Adjust (s) -2.3-2.3 0.0-1.9-1.9-1.9-1.9 Total Lost Time (s) 3.7 3.7 6.0 3.8 3.8 3.8 3.8 Lead/Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None C-Max C-Max C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 23.0 23.0 23.0 16.0 16.0 13.0 13.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 28.1 28.1 25.8 84.4 84.4 84.4 84.4 Actuated g/c Ratio 0.23 0.23 0.22 0.70 0.70 0.70 0.70 v/c Ratio 0.76 0.64 0.33 0.26 0.61 0.73 0.03 Control Delay 55.3 48.4 24.7 16.8 11.4 8.7 1.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 55.3 48.4 24.7 16.8 11.4 8.7 1.6 LOS E D C B B A A Approach Delay 47.4 11.4 8.6 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

Lanes, Volumes, Timings 2017 Future Traffic Volumes 374: Adelaide Street & Hamilton Road PM Peak Hour Volume (vph) 58 557 108 163 587 136 60 974 66 249 1143 39 Storage Length (m) 45.0 0.0 35.0 0.0 35.0 0.0 30.0 0.0 Storage Lanes 1 0 1 0 1 0 1 0 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 Ped Bike Factor 0.97 0.99 0.99 0.98 1.00 1.00 1.00 Frt 0.976 0.972 0.990 0.995 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1723 3352 0 1740 3252 0 1740 3434 0 1740 3422 0 Flt Permitted 0.321 0.169 0.154 0.093 Satd. Flow (perm) 567 3352 0 308 3252 0 281 3434 0 170 3422 0 Satd. Flow (RTOR) 20 29 6 4 Link Speed (k/h) 50 50 50 50 Link Distance (m) 222.7 263.8 51.8 458.1 Travel Time (s) 16.0 19.0 3.7 33.0 Confl. Peds. (#/hr) 57 20 20 57 19 31 31 19 Heavy Vehicles (%) 2% 2% 0% 1% 4% 0% 1% 1% 0% 1% 2% 4% Adj. Flow (vph) 63 605 117 177 638 148 65 1059 72 271 1242 42 Lane Group Flow (vph) 63 722 0 177 786 0 65 1131 0 271 1284 0 Median Width(m) 3.6 3.6 3.6 3.6 Number of Detectors 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Perm NA pm+pt NA Perm NA pm+pt NA Protected Phases 6 5 2 8 7 4 Permitted Phases 6 2 8 4 Detector Phase 6 6 5 2 8 8 7 4 Switch Phase Minimum Initial (s) 7.0 7.0 5.0 7.0 7.0 7.0 5.0 7.0 Page 55 Lanes, Volumes, Timings 2017 Future Traffic Volumes 374: Adelaide Street & Hamilton Road PM Peak Hour Minimum Split (s) 31.3 31.3 9.0 31.3 28.5 28.5 9.0 28.5 Total Split (s) 42.0 42.0 13.0 55.0 45.0 45.0 20.0 65.0 Total Split (%) 35.0% 35.0% 10.8% 45.8% 37.5% 37.5% 16.7% 54.2% Maximum Green (s) 35.7 35.7 9.0 48.7 38.5 38.5 16.0 58.5 Yellow Time (s) 3.3 3.3 3.0 3.3 3.4 3.4 3.0 3.4 All-Red Time (s) 3.0 3.0 1.0 3.0 3.1 3.1 1.0 3.1 Lost Time Adjust (s) -2.3-2.3 0.0-2.3-2.4-2.4 0.0-2.4 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.1 4.1 4.0 4.1 Lead/Lag Lag Lag Lead Lag Lag Lead Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode C-Max C-Max None C-Max Max Max None Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 18.0 18.0 18.0 15.0 15.0 15.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 Act Effct Green (s) 38.0 38.0 51.0 51.0 41.2 41.2 61.0 60.9 Actuated g/c Ratio 0.32 0.32 0.42 0.42 0.34 0.34 0.51 0.51 v/c Ratio 0.35 0.67 0.74 0.56 0.68 0.96 0.93 0.74 Control Delay 38.5 38.2 43.1 26.9 70.5 56.4 68.8 26.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 38.5 38.2 43.1 26.9 70.5 56.4 68.8 26.4 LOS D D D C E E E C Approach Delay 38.3 29.9 57.2 33.8 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

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) 0 0 118 1420 1309 97 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 0 0 128 1543 1423 105 Pedestrians 22 1 Lane Width (m) 0.0 3.6 Walking Speed (m/s) 1.2 1.2 Percent Blockage 0 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 58 px, platoon unblocked 0.77 0.77 0.77 vc, conflicting volume 2526 787 1550 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 2383 121 1114 tc, single (s) 6.8 6.9 4.1 tc, 2 stage (s) tf (s) 3.5 3.3 2.2 p0 queue free % 100 100 73 cm capacity (veh/h) 16 697 479 Direction, Lane # NB 1 NB 2 SB 1 SB 2 Volume Total 643 1029 949 580 Volume Left 128 0 0 0 Volume Right 0 0 0 105 csh 479 1700 1700 1700 Volume to Capacity 0.27 0.61 0.56 0.34 Queue Length 95th (m) 8.6 0.0 0.0 0.0 Control Delay (s) 7.7 0.0 0.0 0.0 Lane LOS A Approach Delay (s) 3.0 0.0 Approach LOS Average Delay 1.6 Intersection Capacity Utilization 98.0% ICU Level of Service F @ 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) 0 0 0 7 150 53 30 158 0 0 81 60 Storage Length (m) 0.0 0.0 0.0 15.0 30.0 0.0 0.0 0.0 Storage Lanes 0 0 0 1 1 0 0 0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 0.97 0.99 0.98 Frt 0.850 0.943 Flt Protected 0.998 0.950 Satd. Flow (prot) 0 0 0 0 1810 1542 1723 1814 0 0 1685 0 Flt Permitted 0.998 0.660 Satd. Flow (perm) 0 0 0 0 1809 1489 1182 1814 0 0 1685 0 Satd. Flow (RTOR) 58 65 Link Speed (k/h) 50 50 50 50 Link Distance (m) 489.2 240.5 301.0 282.4 Travel Time (s) 35.2 17.3 21.7 20.3 Confl. Peds. (#/hr) 8 4 4 8 8 8 8 8 Adj. Flow (vph) 0 0 0 8 163 58 33 172 0 0 88 65 Lane Group Flow (vph) 0 0 0 0 171 58 33 172 0 0 153 0 Median Width(m) 3.6 3.6 3.6 3.6 Turning Speed (k/h) 25 15 25 15 25 15 25 15 Number of Detectors 1 2 1 1 2 2 Detector Template Left Thru Right Left Thru Thru Leading Detector (m) 2.0 10.0 2.0 2.0 10.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 0.6 2.0 2.0 0.6 0.6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(m) 9.4 9.4 9.4 Detector 2 Size(m) 0.6 0.6 0.6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 Turn Type Perm NA Perm Perm NA NA Protected Phases 2 4 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 2022 Background Traffic Volumes 29: Colborne Street & Grey Street AM Peak Hour Permitted Phases 2 2 4 Detector Phase 2 2 2 4 4 4 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 23.7 23.7 23.7 23.2 23.2 23.2 Total Split (s) 23.7 23.7 23.7 23.2 23.2 23.2 Total Split (%) 50.5% 50.5% 50.5% 49.5% 49.5% 49.5% Maximum Green (s) 18.0 18.0 18.0 18.0 18.0 18.0 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.4 2.4 2.4 1.9 1.9 1.9 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.7 5.7 5.2 5.2 5.2 Lead/Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode Max Max Max None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 6.0 6.0 6.0 5.0 5.0 5.0 Pedestrian Calls (#/hr) 4 4 4 4 4 4 Act Effct Green (s) 22.2 22.2 9.2 9.2 9.2 Actuated g/c Ratio 0.57 0.57 0.24 0.24 0.24 v/c Ratio 0.17 0.07 0.12 0.40 0.34 Control Delay 7.1 2.9 11.9 14.9 9.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 7.1 2.9 11.9 14.9 9.7 LOS A A B B A Approach Delay 6.0 14.5 9.7 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 Street @ 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) 1 75 13 6 63 14 6 10 5 19 16 6 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Hourly flow rate (vph) 1 82 14 7 68 15 7 11 5 21 17 7 Pedestrians 2 4 5 6 Lane Width (m) 3.6 3.6 3.6 3.6 Walking Speed (m/s) 1.2 1.2 1.2 1.2 Percent Blockage 0 0 0 1 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked vc, conflicting volume 90 101 202 198 98 201 198 84 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 90 101 202 198 98 201 198 84 tc, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tc, 2 stage (s) tf (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 100 100 99 98 99 97 97 99 cm capacity (veh/h) 1498 1486 724 687 951 730 688 969 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 97 90 23 45 Volume Left 1 7 7 21 Volume Right 14 15 5 7 csh 1498 1486 748 739 Volume to Capacity 0.00 0.00 0.03 0.06 Queue Length 95th (m) 0.0 0.1 0.8 1.5 Control Delay (s) 0.1 0.6 10.0 10.2 Lane LOS A A A B Approach Delay (s) 0.1 0.6 10.0 10.2 Approach LOS A B Average Delay 2.9 Intersection Capacity Utilization 20.5% ICU Level of Service A @ York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 6

Lanes, Volumes, Timings 2022 Background Traffic Volumes 41: Adelaide Street & Nelson Street AM Peak Hour Volume (vph) 23 29 55 63 36 28 51 1120 30 14 908 30 Storage Length (m) 35.0 0.0 25.0 0.0 0.0 0.0 0.0 0.0 Storage Lanes 1 0 1 0 0 0 0 0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 0.95 0.95 0.95 Ped Bike Factor 0.99 0.98 0.98 0.99 1.00 1.00 Frt 0.902 0.935 0.996 0.995 Flt Protected 0.950 0.950 0.998 0.999 Satd. Flow (prot) 1723 1603 0 1723 1680 0 0 3420 0 0 3422 0 Flt Permitted 0.712 0.697 0.854 0.927 Satd. Flow (perm) 1280 1603 0 1243 1680 0 0 2926 0 0 3175 0 Satd. Flow (RTOR) 60 30 6 7 Link Speed (k/h) 50 50 50 50 Link Distance (m) 416.9 103.1 181.0 139.8 Travel Time (s) 30.0 7.4 13.0 10.1 Confl. Peds. (#/hr) 8 15 15 8 4 16 16 4 Adj. Flow (vph) 25 32 60 68 39 30 55 1217 33 15 987 33 Lane Group Flow (vph) 25 92 0 68 69 0 0 1305 0 0 1035 0 Median Width(m) 3.6 3.6 0.0 0.0 Turning Speed (k/h) 25 15 25 15 25 15 25 15 Number of Detectors 1 2 1 2 1 2 1 2 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 0.6 2.0 0.6 2.0 0.6 2.0 0.6 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(m) 9.4 9.4 9.4 9.4 Detector 2 Size(m) 0.6 0.6 0.6 0.6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4 4 2 2 @ 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 4 4 2 2 Detector Phase 4 4 4 4 2 2 2 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 24.9 24.9 24.9 24.9 23.6 23.6 23.6 23.6 Total Split (s) 26.0 26.0 26.0 26.0 54.0 54.0 54.0 54.0 Total Split (%) 32.5% 32.5% 32.5% 32.5% 67.5% 67.5% 67.5% 67.5% Maximum Green (s) 20.1 20.1 20.1 20.1 48.4 48.4 48.4 48.4 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.6 2.6 2.6 2.6 2.3 2.3 2.3 2.3 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.9 5.9 5.9 5.9 5.6 5.6 Lead/Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None C-Max C-Max C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 12.0 12.0 12.0 12.0 8.0 8.0 8.0 8.0 Pedestrian Calls (#/hr) 5 5 5 5 5 5 5 5 Act Effct Green (s) 11.0 11.0 11.0 11.0 61.2 61.2 Actuated g/c Ratio 0.14 0.14 0.14 0.14 0.76 0.76 v/c Ratio 0.14 0.34 0.40 0.27 0.58 0.43 Control Delay 29.6 16.1 36.7 20.9 7.4 5.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 29.6 16.1 36.7 20.9 7.4 5.6 LOS C B D C A A Approach Delay 19.0 28.8 7.4 5.6 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 Street @ 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 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) 113 100 62 0 0 0 0 63 2 22 62 0 Hourly flow rate (vph) 123 109 67 0 0 0 0 68 2 24 67 0 Direction, Lane # EB 1 NB 1 SB 1 Volume Total (vph) 299 71 91 Volume Left (vph) 123 0 24 Volume Right (vph) 67 2 0 Hadj (s) -0.02 0.02 0.09 Departure Headway (s) 4.3 4.7 4.8 Degree Utilization, x 0.36 0.09 0.12 Capacity (veh/h) 807 709 701 Control Delay (s) 9.6 8.2 8.4 Approach Delay (s) 9.6 8.2 8.4 Approach LOS A A A Delay 9.2 Level of Service A Intersection Capacity Utilization 41.3% ICU Level of Service A @ 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) 44 34 0 1242 899 0 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 48 37 0 1350 977 0 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) 140 358 px, platoon unblocked 0.84 vc, conflicting volume 1656 493 981 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 1406 493 981 tc, single (s) 6.8 6.9 4.1 tc, 2 stage (s) tf (s) 3.5 3.3 2.2 p0 queue free % 56 93 100 cm capacity (veh/h) 109 520 697 Direction, Lane # EB 1 NB 1 NB 2 SB 1 SB 2 Volume Total 85 675 675 489 489 Volume Left 48 0 0 0 0 Volume Right 37 0 0 0 0 csh 167 1700 1700 1700 1700 Volume to Capacity 0.51 0.40 0.40 0.29 0.29 Queue Length 95th (m) 20.0 0.0 0.0 0.0 0.0 Control Delay (s) 47.0 0.0 0.0 0.0 0.0 Lane LOS E Approach Delay (s) 47.0 0.0 0.0 Approach LOS E Average Delay 1.7 Intersection Capacity Utilization 46.6% ICU Level of Service A @ 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 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) 29 110 0 0 0 0 0 12 12 13 1 0 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Hourly flow rate (vph) 32 120 0 0 0 0 0 13 13 14 1 0 Pedestrians 3 4 3 Lane Width (m) 3.6 3.6 3.6 Walking Speed (m/s) 1.2 1.2 1.2 Percent Blockage 0 0 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked vc, conflicting volume 3 124 190 190 124 205 190 6 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 3 124 190 190 124 205 190 6 tc, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tc, 2 stage (s) tf (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 98 100 100 98 99 98 100 100 cm capacity (veh/h) 1615 1458 750 687 924 715 687 1071 Direction, Lane # EB 1 NB 1 SB 1 Volume Total 151 26 15 Volume Left 32 0 14 Volume Right 0 13 0 csh 1615 788 713 Volume to Capacity 0.02 0.03 0.02 Queue Length 95th (m) 0.5 0.8 0.5 Control Delay (s) 1.6 9.7 10.2 Lane LOS A A B Approach Delay (s) 1.6 9.7 10.2 Approach LOS A B Average Delay 3.4 Intersection Capacity Utilization 28.9% ICU Level of Service A @ 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) 5 0 1 24 0 70 6 624 0 0 160 21 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Hourly flow rate (vph) 5 0 1 26 0 76 7 678 0 0 174 23 Pedestrians 22 23 5 3 Lane Width (m) 3.6 3.6 3.6 3.6 Walking Speed (m/s) 1.2 1.2 1.2 1.2 Percent Blockage 2 2 0 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 288 px, platoon unblocked vc, conflicting volume 978 922 212 906 933 704 219 701 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 978 922 212 906 933 704 219 701 tc, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tc, 2 stage (s) tf (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 97 100 100 89 100 82 100 100 cm capacity (veh/h) 179 259 809 243 255 427 1326 879 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 7 102 685 197 Volume Left 5 26 7 0 Volume Right 1 76 0 23 csh 206 358 1326 1700 Volume to Capacity 0.03 0.29 0.00 0.12 Queue Length 95th (m) 0.8 9.3 0.1 0.0 Control Delay (s) 23.1 19.0 0.1 0.0 Lane LOS C C A Approach Delay (s) 23.1 19.0 0.1 0.0 Approach LOS C C Average Delay 2.2 Intersection Capacity Utilization 51.7% ICU Level of Service A @ 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 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) 0 0 0 1 189 12 28 27 0 0 9 8 Hourly flow rate (vph) 0 0 0 1 205 13 30 29 0 0 10 9 Direction, Lane # WB 1 NB 1 SB 1 Volume Total (vph) 220 60 18 Volume Left (vph) 1 30 0 Volume Right (vph) 13 0 9 Hadj (s) 0.00 0.14-0.25 Departure Headway (s) 4.1 4.5 4.2 Degree Utilization, x 0.25 0.08 0.02 Capacity (veh/h) 864 750 796 Control Delay (s) 8.4 7.9 7.3 Approach Delay (s) 8.4 7.9 7.3 Approach LOS A A A Delay 8.3 Level of Service A Intersection Capacity Utilization 29.6% ICU Level of Service A @ 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) 0 0 7 0 0 0 10 1973 290 120 1106 11 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Hourly flow rate (vph) 0 0 8 0 0 0 11 2145 315 130 1202 12 Pedestrians 26 10 Lane Width (m) 3.6 0.0 Walking Speed (m/s) 1.2 1.2 Percent Blockage 2 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 304 px, platoon unblocked 0.90 0.90 0.90 0.90 0.90 0.90 vc, conflicting volume 2589 3987 633 3203 3835 1240 1240 2470 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 2544 4095 373 3226 3927 1240 1047 2470 tc, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tc, 2 stage (s) tf (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 100 100 99 100 100 100 98 29 cm capacity (veh/h) 5 1 550 1 1 167 582 184 Direction, Lane # EB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total 8 11 1430 1030 130 801 413 Volume Left 0 11 0 0 130 0 0 Volume Right 8 0 0 315 0 0 12 csh 550 582 1700 1700 184 1700 1700 Volume to Capacity 0.01 0.02 0.84 0.61 0.71 0.47 0.24 Queue Length 95th (m) 0.3 0.5 0.0 0.0 35.1 0.0 0.0 Control Delay (s) 11.6 11.3 0.0 0.0 61.3 0.0 0.0 Lane LOS B B F Approach Delay (s) 11.6 0.0 5.9 Approach LOS B Average Delay 2.1 Intersection Capacity Utilization 85.8% ICU Level of Service E @ York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 20

Lanes, Volumes, Timings 2022 Background Traffic Volumes 357: Richmond Street & Horton Street AM Peak Hour Volume (vph) 476 928 71 15 458 102 94 388 43 82 135 52 Storage Length (m) 75.0 0.0 30.0 0.0 50.0 35.0 30.0 0.0 Storage Lanes 1 0 1 0 1 1 1 0 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 0.95 0.95 Ped Bike Factor 0.99 0.99 0.98 0.99 0.97 0.89 0.96 0.98 Frt 0.989 0.973 0.850 0.958 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1674 3322 0 1612 3229 0 1706 1814 1498 1583 3077 0 Flt Permitted 0.224 0.263 0.613 0.220 Satd. Flow (perm) 392 3322 0 437 3229 0 1065 1814 1338 352 3077 0 Satd. Flow (RTOR) 13 27 72 57 Link Speed (k/h) 48 48 50 50 Link Distance (m) 191.4 381.9 288.0 277.9 Travel Time (s) 14.4 28.6 20.7 20.0 Confl. Peds. (#/hr) 20 40 40 20 47 103 103 47 Heavy Vehicles (%) 5% 3% 15% 9% 5% 6% 3% 2% 5% 11% 3% 20% Adj. Flow (vph) 517 1009 77 16 498 111 102 422 47 89 147 57 Lane Group Flow (vph) 517 1086 0 16 609 0 102 422 47 89 204 0 Median Width(m) 3.6 3.6 3.6 3.6 Number of Detectors 1 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Left Thru Right Left Thru Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 2.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 2.0 10.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type pm+pt NA Perm NA Perm NA Perm Perm NA Protected Phases 5 2 6 4 8 Permitted Phases 2 6 4 4 8 Detector Phase 5 2 6 6 4 4 4 8 8 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 @ 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) 9.0 27.6 27.6 27.6 38.4 38.4 38.4 38.4 38.4 Total Split (s) 28.0 60.0 32.0 32.0 40.0 40.0 40.0 40.0 40.0 Total Split (%) 28.0% 60.0% 32.0% 32.0% 40.0% 40.0% 40.0% 40.0% 40.0% Maximum Green (s) 24.0 54.4 26.4 26.4 33.6 33.6 33.6 33.6 33.6 Yellow Time (s) 3.0 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 1.0 2.3 2.3 2.3 3.1 3.1 3.1 3.1 3.1 Lost Time Adjust (s) 0.0-1.9-1.9-1.9-2.5-2.5-2.5-2.5-2.5 Total Lost Time (s) 4.0 3.7 3.7 3.7 3.9 3.9 3.9 3.9 3.9 Lead/Lag Lead Lag Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Max C-Max C-Max None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 15.0 15.0 15.0 25.0 25.0 25.0 25.0 25.0 Pedestrian Calls (#/hr) 8 8 8 8 8 8 8 8 Act Effct Green (s) 61.7 62.0 30.6 30.6 30.4 30.4 30.4 30.4 30.4 Actuated g/c Ratio 0.62 0.62 0.31 0.31 0.30 0.30 0.30 0.30 0.30 v/c Ratio 0.87 0.53 0.12 0.61 0.31 0.76 0.10 0.83 0.21 Control Delay 48.1 7.7 35.9 39.9 28.1 40.7 2.9 88.2 21.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 48.1 7.7 35.9 39.9 28.1 40.7 2.9 88.2 21.2 LOS D A D D C D A F C Approach Delay 20.7 39.8 35.4 41.5 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 Street @ York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 22

Lanes, Volumes, Timings 2022 Background Traffic Volumes 359: Wellington Street & Horton Street AM Peak Hour Volume (vph) 252 678 57 129 591 200 158 1470 43 64 797 124 Lane Width (m) 3.6 3.6 3.6 3.6 3.7 3.6 3.6 3.6 3.6 3.6 3.6 3.6 Storage Length (m) 30.0 0.0 75.0 70.0 45.0 40.0 25.0 30.0 Storage Lanes 1 0 1 1 1 1 1 1 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Ped Bike Factor 0.99 1.00 0.99 0.97 0.98 0.96 1.00 0.90 Frt 0.988 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1740 3334 0 1658 3353 1527 1674 3413 1367 1690 3413 1512 Flt Permitted 0.212 0.162 0.135 0.120 Satd. Flow (perm) 386 3334 0 280 3353 1481 233 3413 1309 213 3413 1361 Satd. Flow (RTOR) 10 170 128 128 Link Speed (k/h) 48 48 50 50 Link Distance (m) 381.9 487.9 283.3 278.6 Travel Time (s) 28.6 36.6 20.4 20.1 Confl. Peds. (#/hr) 20 40 40 20 93 32 32 93 Heavy Vehicles (%) 1% 4% 1% 6% 6% 3% 5% 3% 15% 4% 3% 4% Adj. Flow (vph) 274 737 62 140 642 217 172 1598 47 70 866 135 Lane Group Flow (vph) 274 799 0 140 642 217 172 1598 47 70 866 135 Median Width(m) 3.6 3.6 3.6 3.6 Headway Factor 1.04 1.04 1.04 1.04 1.02 1.04 1.04 1.04 1.04 1.04 1.04 1.04 Number of Detectors 1 1 1 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Right Left Thru Right Left Thru Right Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 2.0 10.0 2.0 2.0 10.0 2.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 2.0 10.0 2.0 2.0 10.0 2.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 3 8 7 4 5 2 1 6 Permitted Phases 8 4 4 2 2 6 6 Detector Phase 3 8 7 4 4 5 2 2 1 6 6 Switch Phase @ 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) 5.0 7.0 5.0 7.0 7.0 5.0 7.0 7.0 5.0 1.0 1.0 Minimum Split (s) 9.0 39.8 9.0 39.8 39.8 9.0 37.2 37.2 9.0 37.2 37.2 Total Split (s) 12.0 42.0 10.0 40.0 40.0 10.8 38.0 38.0 10.0 37.2 37.2 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) 8.0 35.3 6.0 33.3 33.3 6.8 31.8 31.8 6.0 31.0 31.0 Yellow Time (s) 3.0 3.3 3.0 3.3 3.3 3.0 3.3 3.3 3.0 3.3 3.3 All-Red Time (s) 1.0 3.4 1.0 3.4 3.4 1.0 2.9 2.9 1.0 2.9 2.9 Lost Time Adjust (s) 0.0-2.8 0.0-2.8-2.8 0.0-2.2-2.2 0.0-2.2-2.2 Total Lost Time (s) 4.0 3.9 4.0 3.9 3.9 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 26.0 26.0 26.0 24.0 24.0 24.0 24.0 Pedestrian Calls (#/hr) 10 10 10 10 10 10 10 Act Effct Green (s) 40.2 32.3 36.2 30.3 30.3 48.6 40.8 40.8 42.4 35.5 35.5 Actuated g/c Ratio 0.40 0.32 0.36 0.30 0.30 0.49 0.41 0.41 0.42 0.36 0.36 v/c Ratio 1.04 0.74 0.77 0.63 0.38 0.66 1.15 0.08 0.36 0.72 0.24 Control Delay 83.9 19.3 54.4 40.9 16.5 32.1 99.5 0.8 29.2 37.2 13.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 83.9 19.3 54.4 40.9 16.5 32.1 99.5 0.8 29.2 37.2 13.5 LOS F B D D B C F A C D B Approach Delay 35.8 37.5 90.6 33.7 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 Street @ York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 24

Lanes, Volumes, Timings 2022 Background Traffic Volumes 360: Maitland Street & Horton Street AM Peak Hour Volume (vph) 62 471 6 3 711 1 1 10 14 5 6 19 Lane Util. Factor 0.95 0.95 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 1.00 0.98 0.98 Frt 0.998 0.925 0.914 Flt Protected 0.994 0.998 0.992 Satd. Flow (prot) 0 3358 0 0 3314 0 0 1479 0 0 1390 0 Flt Permitted 0.785 0.954 0.988 0.948 Satd. Flow (perm) 0 2650 0 0 3162 0 0 1463 0 0 1325 0 Satd. Flow (RTOR) 3 15 21 Link Speed (k/h) 48 48 50 50 Link Distance (m) 243.7 87.0 281.0 277.7 Travel Time (s) 18.3 6.5 20.2 20.0 Confl. Peds. (#/hr) 5 3 3 5 7 11 11 7 Heavy Vehicles (%) 1% 4% 17% 14% 6% 25% 0% 10% 17% 8% 8% 25% Adj. Flow (vph) 67 512 7 3 773 1 1 11 15 5 7 21 Lane Group Flow (vph) 0 586 0 0 777 0 0 27 0 0 33 0 Median Width(m) 3.6 3.6 0.0 0.0 Number of Detectors 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 2 6 4 8 Permitted Phases 2 6 4 8 Detector Phase 2 2 6 6 4 4 8 8 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 18.6 18.6 18.6 18.6 23.5 23.5 23.5 23.5 Total Split (s) 73.0 73.0 73.0 73.0 27.0 27.0 27.0 27.0 Total Split (%) 73.0% 73.0% 73.0% 73.0% 27.0% 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) 67.4 67.4 67.4 67.4 21.5 21.5 21.5 21.5 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.3 2.3 2.3 2.3 2.2 2.2 2.2 2.2 Lost Time Adjust (s) -1.1-1.1-1.5-1.5 Total Lost Time (s) 4.5 4.5 4.0 4.0 Lead/Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode C-Max C-Max Max Max None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 6.0 6.0 6.0 6.0 10.0 10.0 10.0 10.0 Pedestrian Calls (#/hr) 3 3 3 3 3 3 3 3 Act Effct Green (s) 87.7 87.7 10.6 10.6 Actuated g/c Ratio 0.88 0.88 0.11 0.11 v/c Ratio 0.25 0.28 0.16 0.21 Control Delay 7.1 7.6 25.5 19.9 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 7.1 7.6 25.5 19.9 LOS A A C B Approach Delay 7.1 7.6 25.5 19.9 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 Street @ York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 26

Lanes, Volumes, Timings 2022 Background Traffic Volumes 361: Colborne Street & Horton Street AM Peak Hour Volume (vph) 340 410 16 8 498 118 46 223 8 62 204 176 Storage Length (m) 60.0 0.0 30.0 0.0 30.0 30.0 45.0 40.0 Storage Lanes 1 0 1 0 1 1 1 1 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 Ped Bike Factor 1.00 1.00 1.00 1.00 0.99 1.00 0.98 0.97 Frt 0.994 0.971 0.995 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1723 3425 0 1758 3364 0 1758 3493 0 1740 1832 1512 Flt Permitted 0.316 0.486 0.390 0.525 Satd. Flow (perm) 571 3425 0 898 3364 0 714 3493 0 944 1832 1471 Satd. Flow (RTOR) 7 30 4 191 Link Speed (k/h) 48 48 50 50 Link Distance (m) 487.9 243.7 282.4 278.0 Travel Time (s) 36.6 18.3 20.3 20.0 Confl. Peds. (#/hr) 9 1 1 9 13 23 23 13 Heavy Vehicles (%) 2% 2% 0% 0% 1% 1% 0% 0% 0% 1% 1% 4% Adj. Flow (vph) 370 446 17 9 541 128 50 242 9 67 222 191 Lane Group Flow (vph) 370 463 0 9 669 0 50 251 0 67 222 191 Median Width(m) 3.6 3.6 3.6 3.6 Number of Detectors 1 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Left Thru Left Thru Right Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 2.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 2.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type pm+pt NA Perm NA Perm NA Perm NA Perm Protected Phases 5 2 6 4 8 Permitted Phases 2 6 4 8 8 Detector Phase 5 2 6 6 4 4 8 8 8 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 @ 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) 9.0 29.7 29.7 29.7 31.0 31.0 31.0 31.0 31.0 Total Split (s) 31.0 67.0 36.0 36.0 33.0 33.0 33.0 33.0 33.0 Total Split (%) 31.0% 67.0% 36.0% 36.0% 33.0% 33.0% 33.0% 33.0% 33.0% Maximum Green (s) 27.0 61.3 30.3 30.3 27.0 27.0 27.0 27.0 27.0 Yellow Time (s) 3.0 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 1.0 2.4 2.4 2.4 2.7 2.7 2.7 2.7 2.7 Lost Time Adjust (s) 0.0-1.7-1.7-1.7-2.0-2.0-2.0-2.0-2.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Max C-Max C-Max None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 17.0 17.0 17.0 18.0 18.0 18.0 18.0 18.0 Pedestrian Calls (#/hr) 3 3 3 3 3 3 3 3 Act Effct Green (s) 72.3 72.3 53.1 53.1 19.7 19.7 19.7 19.7 19.7 Actuated g/c Ratio 0.72 0.72 0.53 0.53 0.20 0.20 0.20 0.20 0.20 v/c Ratio 0.63 0.19 0.02 0.37 0.36 0.36 0.36 0.62 0.43 Control Delay 28.7 14.6 17.2 10.7 40.2 34.6 33.0 38.0 7.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 28.7 14.6 17.2 10.7 40.2 34.6 33.0 38.0 7.6 LOS C B B B D C C D A Approach Delay 20.9 10.8 35.5 25.2 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 Street @ York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 28

Lanes, Volumes, Timings 2022 Background Traffic Volumes 369: Wellington Street & Grey Street AM Peak Hour Volume (vph) 0 0 0 136 25 44 49 1695 0 0 1184 32 Storage Length (m) 0.0 0.0 45.0 45.0 35.0 0.0 0.0 5.0 Storage Lanes 0 0 1 1 1 0 0 1 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Ped Bike Factor 0.99 0.98 0.93 Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 0 0 0 1723 1814 1542 1690 3413 0 0 3413 1498 Flt Permitted 0.950 0.181 Satd. Flow (perm) 0 0 0 1713 1814 1518 322 3413 0 0 3413 1394 Satd. Flow (RTOR) 29 33 Link Speed (k/h) 48 50 50 50 Link Distance (m) 250.2 489.2 303.6 283.3 Travel Time (s) 18.8 35.2 21.9 20.4 Confl. Peds. (#/hr) 3 5 5 3 20 19 19 20 Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 4% 3% 2% 2% 3% 5% Adj. Flow (vph) 0 0 0 148 27 48 53 1842 0 0 1287 35 Lane Group Flow (vph) 0 0 0 148 27 48 53 1842 0 0 1287 35 Median Width(m) 3.6 3.6 3.6 3.6 Turning Speed (k/h) 24 14 25 15 24 15 25 14 Number of Detectors 1 2 1 1 1 1 1 Detector Template Left Thru Right Left Thru Thru Right Leading Detector (m) 2.0 10.0 2.0 2.0 10.0 10.0 2.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 0.6 2.0 2.0 10.0 10.0 2.0 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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 Perm @ 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 8 2 6 Permitted Phases 8 8 2 6 Detector Phase 8 8 8 2 2 6 6 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 33.0 33.0 33.0 28.7 28.7 25.7 25.7 Total Split (s) 37.0 37.0 37.0 63.0 63.0 63.0 63.0 Total Split (%) 37.0% 37.0% 37.0% 63.0% 63.0% 63.0% 63.0% Maximum Green (s) 31.0 31.0 31.0 57.3 57.3 57.3 57.3 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.7 2.7 2.7 2.4 2.4 2.4 2.4 Lost Time Adjust (s) 0.0 0.0 0.0-1.9-1.9-1.9-1.9 Total Lost Time (s) 6.0 6.0 6.0 3.8 3.8 3.8 3.8 Lead/Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None C-Max C-Max C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 20.0 20.0 20.0 16.0 16.0 13.0 13.0 Pedestrian Calls (#/hr) 2 2 2 2 2 2 2 Act Effct Green (s) 16.1 16.1 16.1 74.1 74.1 74.1 74.1 Actuated g/c Ratio 0.16 0.16 0.16 0.74 0.74 0.74 0.74 v/c Ratio 0.54 0.09 0.18 0.22 0.73 0.51 0.03 Control Delay 44.0 32.3 18.0 9.2 11.4 9.3 4.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 44.0 32.3 18.0 9.2 11.4 9.3 4.9 LOS D C B A B A A Approach Delay 37.0 11.3 9.2 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 Street @ York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 31

Lanes, Volumes, Timings 2022 Background Traffic Volumes 374: Adelaide Street & Hamilton Road AM Peak Hour Volume (vph) 61 368 65 115 843 193 119 1047 72 171 949 40 Storage Length (m) 45.0 0.0 35.0 0.0 35.0 0.0 30.0 0.0 Storage Lanes 1 0 1 0 1 0 1 0 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 Ped Bike Factor 0.99 0.99 0.96 0.99 1.00 1.00 1.00 Frt 0.977 0.972 0.990 0.994 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1706 3234 0 1723 3258 0 1740 3355 0 1690 3322 0 Flt Permitted 0.131 0.320 0.222 0.099 Satd. Flow (perm) 233 3234 0 560 3258 0 405 3355 0 176 3322 0 Satd. Flow (RTOR) 21 33 8 6 Link Speed (k/h) 48 48 50 50 Link Distance (m) 222.7 263.8 58.0 458.1 Travel Time (s) 16.7 19.8 4.2 33.0 Confl. Peds. (#/hr) 55 74 74 55 19 37 37 19 Confl. Bikes (#/hr) 4 Heavy Vehicles (%) 3% 4% 8% 2% 3% 5% 1% 3% 8% 4% 5% 5% Adj. Flow (vph) 66 400 71 125 916 210 129 1138 78 186 1032 43 Lane Group Flow (vph) 66 471 0 125 1126 0 129 1216 0 186 1075 0 Median Width(m) 3.6 3.6 3.6 3.6 Number of Detectors 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Perm NA pm+pt NA Perm NA pm+pt NA Protected Phases 6 5 2 8 7 4 Permitted Phases 6 2 8 4 Detector Phase 6 6 5 2 8 8 7 4 Switch Phase @ 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) 7.0 7.0 5.0 7.0 7.0 7.0 5.0 7.0 Minimum Split (s) 31.3 31.3 9.0 31.3 28.5 28.5 11.0 28.5 Total Split (s) 35.0 35.0 10.0 45.0 43.0 43.0 12.0 55.0 Total Split (%) 35.0% 35.0% 10.0% 45.0% 43.0% 43.0% 12.0% 55.0% Maximum Green (s) 28.7 28.7 6.0 38.7 36.5 36.5 8.0 48.5 Yellow Time (s) 3.3 3.3 3.0 3.3 3.4 3.4 3.0 3.4 All-Red Time (s) 3.0 3.0 1.0 3.0 3.1 3.1 1.0 3.1 Lost Time Adjust (s) -2.3-2.3 0.0-2.3-2.4-2.4 0.0-2.4 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.1 4.1 4.0 4.1 Lead/Lag Lag Lag Lead Lag Lag Lead Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode C-Max C-Max None C-Max Max Max None Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 18.0 18.0 18.0 15.0 15.0 15.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 Act Effct Green (s) 31.0 31.0 41.0 41.0 38.9 38.9 51.0 50.9 Actuated g/c Ratio 0.31 0.31 0.41 0.41 0.39 0.39 0.51 0.51 v/c Ratio 0.92 0.46 0.42 0.83 0.82 0.93 0.89 0.63 Control Delay 125.3 32.7 23.6 32.2 67.7 42.6 60.9 9.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 125.3 32.7 23.6 32.2 67.7 42.6 60.9 9.4 LOS F C C C E D E A Approach Delay 44.1 31.3 45.0 17.0 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 Road @ 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 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) 18 0 5 153 1 86 1 292 2 2 592 2 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Hourly flow rate (vph) 20 0 5 166 1 93 1 317 2 2 643 2 Pedestrians 26 26 10 3 Lane Width (m) 3.6 3.6 3.6 3.6 Walking Speed (m/s) 1.2 1.2 1.2 1.2 Percent Blockage 2 2 1 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 287 px, platoon unblocked 0.80 0.80 0.80 0.80 0.80 0.80 vc, conflicting volume 1093 1023 681 1011 1023 347 672 346 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 992 905 478 890 905 347 467 346 tc, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tc, 2 stage (s) tf (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 87 100 99 15 99 86 100 100 cm capacity (veh/h) 146 212 457 195 212 679 859 1187 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 25 261 321 648 Volume Left 20 166 1 2 Volume Right 5 93 2 2 csh 171 262 859 1187 Volume to Capacity 0.15 0.99 0.00 0.00 Queue Length 95th (m) 3.8 74.4 0.0 0.0 Control Delay (s) 29.6 95.7 0.0 0.1 Lane LOS D F A A Approach Delay (s) 29.6 95.7 0.0 0.1 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) 0 0 54 1376 1375 90 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 0 0 59 1496 1495 98 Pedestrians 25 1 1 Lane Width (m) 0.0 3.6 3.6 Walking Speed (m/s) 1.2 1.2 1.2 Percent Blockage 0 0 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 52 px, platoon unblocked 0.67 0.67 0.67 vc, conflicting volume 2435 822 1617 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 2151 0 923 tc, single (s) 6.8 6.9 4.1 tc, 2 stage (s) tf (s) 3.5 3.3 2.2 p0 queue free % 100 100 88 cm capacity (veh/h) 24 721 490 Direction, Lane # NB 1 NB 2 SB 1 SB 2 Volume Total 557 997 996 596 Volume Left 59 0 0 0 Volume Right 0 0 0 98 csh 490 1700 1700 1700 Volume to Capacity 0.12 0.59 0.59 0.35 Queue Length 95th (m) 3.1 0.0 0.0 0.0 Control Delay (s) 3.4 0.0 0.0 0.0 Lane LOS A Approach Delay (s) 1.2 0.0 Approach LOS Average Delay 0.6 Intersection Capacity Utilization 89.9% ICU Level of Service E Page 4

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) 0 0 0 7 185 9 43 31 0 0 17 26 Hourly flow rate (vph) 0 0 0 8 201 10 47 34 0 0 18 28 Direction, Lane # WB 1 NB 1 SB 1 Volume Total (vph) 218 80 47 Volume Left (vph) 8 47 0 Volume Right (vph) 10 0 28 Hadj (s) 0.01 0.15-0.33 Departure Headway (s) 4.2 4.6 4.2 Degree Utilization, x 0.26 0.10 0.05 Capacity (veh/h) 832 741 805 Control Delay (s) 8.7 8.1 7.4 Approach Delay (s) 8.7 8.1 7.4 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) 0 0 0 2 224 15 58 123 0 0 91 197 Storage Length (m) 0.0 0.0 0.0 15.0 30.0 0.0 0.0 0.0 Storage Lanes 0 0 0 1 1 0 0 0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 0.97 0.99 0.97 Frt 0.850 0.908 Flt Protected 0.950 Satd. Flow (prot) 0 0 0 0 1814 1542 1723 1814 0 0 1598 0 Flt Permitted 0.498 Satd. Flow (perm) 0 0 0 0 1813 1489 890 1814 0 0 1598 0 Satd. Flow (RTOR) 51 214 Link Speed (k/h) 50 50 50 50 Link Distance (m) 302.9 243.0 281.3 142.5 Travel Time (s) 21.8 17.5 20.3 10.3 Confl. Peds. (#/hr) 8 9 9 8 12 13 13 12 Adj. Flow (vph) 0 0 0 2 243 16 63 134 0 0 99 214 Lane Group Flow (vph) 0 0 0 0 245 16 63 134 0 0 313 0 Median Width(m) 0.0 0.0 3.6 3.6 Number of Detectors 1 2 1 1 2 2 Detector Template Left Thru Right Left Thru Thru Leading Detector (m) 2.0 10.0 2.0 2.0 10.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 0.6 2.0 2.0 0.6 0.6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(m) 9.4 9.4 9.4 Detector 2 Size(m) 0.6 0.6 0.6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 Turn Type Perm NA Perm Perm NA NA Protected Phases 2 4 4 Page 7

Lanes, Volumes, Timings 2022 Background Traffic Volumes 52: Colborne Street & Grey Street PM Peak Hour Permitted Phases 2 2 4 Detector Phase 2 2 2 4 4 4 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 23.7 23.7 23.7 23.2 23.2 23.2 Total Split (s) 23.7 23.7 23.7 23.2 23.2 23.2 Total Split (%) 50.5% 50.5% 50.5% 49.5% 49.5% 49.5% Maximum Green (s) 18.0 18.0 18.0 18.0 18.0 18.0 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.4 2.4 2.4 1.9 1.9 1.9 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.7 5.7 5.2 5.2 5.2 Lead/Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode Max Max Max None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 6.0 6.0 6.0 5.0 5.0 5.0 Pedestrian Calls (#/hr) 3 3 3 3 3 3 Act Effct Green (s) 19.7 19.7 9.7 9.7 9.7 Actuated g/c Ratio 0.49 0.49 0.24 0.24 0.24 v/c Ratio 0.28 0.02 0.29 0.31 0.57 Control Delay 8.4 0.9 15.1 13.3 8.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 8.4 0.9 15.1 13.3 8.9 LOS A A B B A Approach Delay 7.9 13.9 8.9 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) 28 49 0 1221 1274 0 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 30 53 0 1327 1385 0 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) 144 339 px, platoon unblocked 0.79 0.71 0.71 vc, conflicting volume 2055 699 1392 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 908 0 747 tc, single (s) 6.8 6.9 4.1 tc, 2 stage (s) tf (s) 3.5 3.3 2.2 p0 queue free % 86 93 100 cm capacity (veh/h) 217 770 608 Direction, Lane # EB 1 NB 1 NB 2 SB 1 SB 2 Volume Total 84 664 664 692 692 Volume Left 30 0 0 0 0 Volume Right 53 0 0 0 0 csh 399 1700 1700 1700 1700 Volume to Capacity 0.21 0.39 0.39 0.41 0.41 Queue Length 95th (m) 5.9 0.0 0.0 0.0 0.0 Control Delay (s) 16.4 0.0 0.0 0.0 0.0 Lane LOS C Approach Delay (s) 16.4 0.0 0.0 Approach LOS C Average Delay 0.5 Intersection Capacity Utilization 47.5% ICU Level of Service A Page 10

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) 12 72 5 0 0 0 0 22 10 15 6 0 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Hourly flow rate (vph) 13 78 5 0 0 0 0 24 11 16 7 0 Pedestrians 5 7 6 4 Lane Width (m) 3.6 0.0 3.6 3.6 Walking Speed (m/s) 1.2 1.2 1.2 1.2 Percent Blockage 0 0 1 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked vc, conflicting volume 4 90 121 117 94 141 120 9 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 4 90 121 117 94 141 120 9 tc, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tc, 2 stage (s) tf (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 99 100 100 97 99 98 99 100 cm capacity (veh/h) 1612 1498 830 761 958 787 758 1065 Direction, Lane # EB 1 NB 1 SB 1 Volume Total 97 35 23 Volume Left 13 0 16 Volume Right 5 11 0 csh 1612 813 779 Volume to Capacity 0.01 0.04 0.03 Queue Length 95th (m) 0.2 1.0 0.7 Control Delay (s) 1.0 9.6 9.8 Lane LOS A A A Approach Delay (s) 1.0 9.6 9.8 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) 0 0 19 0 0 0 21 1642 109 55 2232 7 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Hourly flow rate (vph) 0 0 21 0 0 0 23 1785 118 60 2426 8 Pedestrians 38 14 3 2 Lane Width (m) 3.6 0.0 3.6 3.6 Walking Speed (m/s) 1.2 1.2 1.2 1.2 Percent Blockage 3 0 0 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 279 px, platoon unblocked 0.57 0.57 0.57 0.57 0.57 0.57 vc, conflicting volume 3528 4550 1258 3260 4495 968 2472 1917 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 3920 5705 0 3453 5608 968 2078 1917 tc, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tc, 2 stage (s) tf (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 100 100 97 100 100 100 84 80 cm capacity (veh/h) 0 0 600 1 0 253 146 305 Direction, Lane # EB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total 21 23 1190 713 60 1617 816 Volume Left 0 23 0 0 60 0 0 Volume Right 21 0 0 118 0 0 8 csh 600 146 1700 1700 305 1700 1700 Volume to Capacity 0.03 0.16 0.70 0.42 0.20 0.95 0.48 Queue Length 95th (m) 0.8 4.1 0.0 0.0 5.4 0.0 0.0 Control Delay (s) 11.2 34.1 0.0 0.0 19.7 0.0 0.0 Lane LOS B D C Approach Delay (s) 11.2 0.4 0.5 Approach LOS B Average Delay 0.5 Intersection Capacity Utilization 74.6% ICU Level of Service D Page 14

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) 42 84 34 0 0 0 0 84 6 20 74 0 Hourly flow rate (vph) 46 91 37 0 0 0 0 91 7 22 80 0 Direction, Lane # EB 1 NB 1 SB 1 Volume Total (vph) 174 98 102 Volume Left (vph) 46 0 22 Volume Right (vph) 37 7 0 Hadj (s) -0.04-0.01 0.08 Departure Headway (s) 4.3 4.4 4.5 Degree Utilization, x 0.21 0.12 0.13 Capacity (veh/h) 799 775 758 Control Delay (s) 8.5 8.0 8.2 Approach Delay (s) 8.5 8.0 8.2 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) 1 133 7 6 91 13 13 13 9 22 9 3 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Hourly flow rate (vph) 1 145 8 7 99 14 14 14 10 24 10 3 Pedestrians 10 16 18 7 Lane Width (m) 3.6 3.6 3.6 3.6 Walking Speed (m/s) 1.2 1.2 1.2 1.2 Percent Blockage 1 1 2 1 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked vc, conflicting volume 120 170 306 302 182 309 298 123 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 120 170 306 302 182 309 298 123 tc, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tc, 2 stage (s) tf (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 100 100 98 98 99 96 98 100 cm capacity (veh/h) 1459 1386 609 595 836 600 598 915 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 153 120 38 37 Volume Left 1 7 14 24 Volume Right 8 14 10 3 csh 1459 1386 649 618 Volume to Capacity 0.00 0.00 0.06 0.06 Queue Length 95th (m) 0.0 0.1 1.4 1.4 Control Delay (s) 0.1 0.5 10.9 11.2 Lane LOS A A B B Approach Delay (s) 0.1 0.5 10.9 11.2 Approach LOS B B Average Delay 2.6 Intersection Capacity Utilization 24.9% ICU Level of Service A Page 18

Lanes, Volumes, Timings 2022 Background Traffic Volumes 74: Adelaide Street & Nelson Street PM Peak Hour Volume (vph) 35 51 102 55 35 79 29 1058 73 26 1219 27 Storage Length (m) 35.0 0.0 25.0 0.0 0.0 0.0 0.0 0.0 Storage Lanes 1 0 1 0 0 0 0 0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 0.95 0.95 0.95 Ped Bike Factor 0.99 0.98 0.99 0.99 1.00 1.00 Frt 0.900 0.896 0.991 0.997 Flt Protected 0.950 0.950 0.999 0.999 Satd. Flow (prot) 1723 1606 0 1723 1602 0 0 3405 0 0 3430 0 Flt Permitted 0.677 0.595 0.881 0.905 Satd. Flow (perm) 1219 1606 0 1068 1602 0 0 3002 0 0 3107 0 Satd. Flow (RTOR) 57 85 15 5 Link Speed (k/h) 50 50 50 50 Link Distance (m) 411.4 72.1 138.2 143.9 Travel Time (s) 29.6 5.2 10.0 10.4 Confl. Peds. (#/hr) 7 10 10 7 6 5 5 6 Adj. Flow (vph) 38 55 111 60 38 86 32 1150 79 28 1325 29 Lane Group Flow (vph) 38 166 0 60 124 0 0 1261 0 0 1382 0 Median Width(m) 3.6 3.6 0.0 0.0 Number of Detectors 1 2 1 2 1 2 1 2 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 0.6 2.0 0.6 2.0 0.6 2.0 0.6 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(m) 9.4 9.4 9.4 9.4 Detector 2 Size(m) 0.6 0.6 0.6 0.6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4 4 2 2 Page 19 Lanes, Volumes, Timings 2022 Background Traffic Volumes 74: Adelaide Street & Nelson Street PM Peak Hour Permitted Phases 4 4 2 2 Detector Phase 4 4 4 4 2 2 2 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 24.9 24.9 24.9 24.9 23.6 23.6 23.6 23.6 Total Split (s) 26.0 26.0 26.0 26.0 54.0 54.0 54.0 54.0 Total Split (%) 32.5% 32.5% 32.5% 32.5% 67.5% 67.5% 67.5% 67.5% Maximum Green (s) 20.1 20.1 20.1 20.1 48.4 48.4 48.4 48.4 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.6 2.6 2.6 2.6 2.3 2.3 2.3 2.3 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.9 5.9 5.9 5.9 5.6 5.6 Lead/Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None C-Max C-Max C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 12.0 12.0 12.0 12.0 8.0 8.0 8.0 8.0 Pedestrian Calls (#/hr) 2 2 2 2 2 2 2 2 Act Effct Green (s) 11.8 11.8 11.8 11.8 56.7 56.7 Actuated g/c Ratio 0.15 0.15 0.15 0.15 0.71 0.71 v/c Ratio 0.21 0.58 0.38 0.40 0.59 0.63 Control Delay 30.7 28.2 36.2 15.1 8.0 8.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 30.7 28.2 36.2 15.1 8.0 8.5 LOS C C D B A A Approach Delay 28.6 22.0 8.0 8.5 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

Lanes, Volumes, Timings 2022 Background Traffic Volumes 357: Richmond Street & Horton Street PM Peak Hour Volume (vph) 209 593 65 50 955 52 116 165 30 165 356 236 Storage Length (m) 75.0 0.0 30.0 0.0 50.0 30.0 30.0 0.0 Storage Lanes 1 0 1 0 1 1 1 0 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 0.95 0.95 Ped Bike Factor 0.99 0.97 1.00 0.99 0.88 0.92 0.98 Frt 0.985 0.992 0.850 0.940 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1612 3338 0 1598 3439 0 1674 1779 1512 1690 3121 0 Flt Permitted 0.127 0.379 0.161 0.644 Satd. Flow (perm) 216 3338 0 618 3439 0 281 1779 1336 1050 3121 0 Satd. Flow (RTOR) 16 6 60 134 Link Speed (k/h) 50 50 50 50 Link Distance (m) 191.4 381.9 286.4 277.9 Travel Time (s) 13.8 27.5 20.6 20.0 Confl. Peds. (#/hr) 27 30 30 27 29 95 95 29 Heavy Vehicles (%) 9% 2% 9% 10% 1% 3% 5% 4% 4% 4% 2% 7% Adj. Flow (vph) 227 645 71 54 1038 57 126 179 33 179 387 257 Lane Group Flow (vph) 227 716 0 54 1095 0 126 179 33 179 644 0 Median Width(m) 3.6 3.6 3.6 3.6 Number of Detectors 1 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Left Thru Right Left Thru Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 2.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 2.0 10.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type pm+pt NA Perm NA pm+pt NA Perm Perm NA Protected Phases 5 2 6 7 4 8 Permitted Phases 2 6 6 4 4 8 Detector Phase 5 2 6 6 7 4 4 8 8 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 7.0 4.0 7.0 7.0 7.0 7.0 Page 21 Lanes, Volumes, Timings 2022 Background Traffic Volumes 357: Richmond Street & Horton Street PM Peak Hour Minimum Split (s) 9.0 27.6 27.6 27.6 8.0 38.4 38.4 38.4 38.4 Total Split (s) 15.0 72.0 57.0 57.0 8.0 48.0 48.0 40.0 40.0 Total Split (%) 12.5% 60.0% 47.5% 47.5% 6.7% 40.0% 40.0% 33.3% 33.3% Maximum Green (s) 11.0 66.4 51.4 51.4 4.0 41.6 41.6 33.6 33.6 Yellow Time (s) 3.0 3.3 3.3 3.3 3.0 3.3 3.3 3.3 3.3 All-Red Time (s) 1.0 2.3 2.3 2.3 1.0 3.1 3.1 3.1 3.1 Lost Time Adjust (s) 0.0-1.9-1.9-1.9-2.5-2.5-2.5-2.5-2.5 Total Lost Time (s) 4.0 3.7 3.7 3.7 1.5 3.9 3.9 3.9 3.9 Lead/Lag Lead Lag Lag Lead Lag Lag Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Max C-Max C-Max None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 15.0 15.0 15.0 25.0 25.0 25.0 25.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 74.8 75.1 56.7 56.7 39.7 37.3 37.3 29.3 29.3 Actuated g/c Ratio 0.62 0.63 0.47 0.47 0.33 0.31 0.31 0.24 0.24 v/c Ratio 0.75 0.34 0.18 0.67 0.75 0.32 0.07 0.70 0.75 Control Delay 33.9 11.7 30.2 32.4 56.2 32.2 2.1 40.7 24.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 33.9 11.7 30.2 32.4 56.2 32.2 2.1 40.7 24.6 LOS C B C C E C A D C Approach Delay 17.0 32.3 38.2 28.1 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

Lanes, Volumes, Timings 2022 Background Traffic Volumes 359: Wellington Street & Horton Street PM Peak Hour Volume (vph) 114 559 124 194 852 159 208 1238 121 85 1286 230 Storage Length (m) 30.0 0.0 95.0 70.0 45.0 40.0 25.0 30.0 Storage Lanes 1 0 1 1 1 1 1 1 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Ped Bike Factor 0.99 0.99 0.99 0.96 0.93 0.85 Frt 0.973 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1706 3277 0 1723 3413 1512 1723 3446 1512 1706 3446 1557 Flt Permitted 0.120 0.145 0.081 0.084 Satd. Flow (perm) 214 3277 0 260 3413 1449 147 3446 1410 151 3446 1324 Satd. Flow (RTOR) 23 161 106 106 Link Speed (k/h) 50 50 50 50 Link Distance (m) 381.9 487.9 284.9 278.6 Travel Time (s) 27.5 35.1 20.5 20.1 Confl. Peds. (#/hr) 28 38 38 28 121 49 49 121 Heavy Vehicles (%) 3% 3% 5% 2% 3% 4% 2% 2% 4% 3% 2% 1% Adj. Flow (vph) 124 608 135 211 926 173 226 1346 132 92 1398 250 Lane Group Flow (vph) 124 743 0 211 926 173 226 1346 132 92 1398 250 Median Width(m) 3.6 3.6 3.6 3.6 Number of Detectors 1 1 1 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Right Left Thru Right Left Thru Right Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 2.0 10.0 2.0 2.0 10.0 2.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 2.0 10.0 2.0 2.0 10.0 2.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 3 8 7 4 5 2 1 6 Permitted Phases 8 4 4 2 2 6 6 Detector Phase 3 8 7 4 4 5 2 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 7.0 5.0 7.0 7.0 5.0 7.0 7.0 Page 23 Lanes, Volumes, Timings 2022 Background Traffic Volumes 359: Wellington Street & Horton Street PM Peak Hour Minimum Split (s) 9.0 39.8 9.0 39.8 39.8 9.0 37.2 37.2 9.0 37.2 37.2 Total Split (s) 11.0 41.0 13.0 43.0 43.0 12.0 54.0 54.0 12.0 54.0 54.0 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) 7.0 34.3 9.0 36.3 36.3 8.0 47.8 47.8 8.0 47.8 47.8 Yellow Time (s) 3.0 3.3 3.0 3.3 3.3 3.0 3.3 3.3 3.0 3.3 3.3 All-Red Time (s) 1.0 3.4 1.0 3.4 3.4 1.0 2.9 2.9 1.0 2.9 2.9 Lost Time Adjust (s) 0.0-2.8 0.0-2.8-2.8 0.0-2.2-2.2 0.0-2.2-2.2 Total Lost Time (s) 4.0 3.9 4.0 3.9 3.9 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 26.0 26.0 26.0 24.0 24.0 24.0 24.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 42.9 36.0 46.9 38.0 38.0 60.0 51.5 51.5 57.6 50.0 50.0 Actuated g/c Ratio 0.36 0.30 0.39 0.32 0.32 0.50 0.43 0.43 0.48 0.42 0.42 v/c Ratio 0.76 0.74 1.00 0.86 0.30 1.18 0.91 0.20 0.54 0.97 0.41 Control Delay 56.1 33.8 91.1 49.4 11.3 153.0 33.2 4.8 33.3 30.6 4.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 56.1 33.8 91.1 49.4 11.3 153.0 33.2 4.8 33.3 30.6 4.6 LOS E C F D B F C A C C A Approach Delay 37.0 51.1 46.9 27.0 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

Lanes, Volumes, Timings 2022 Background Traffic Volumes 360: Maitland Street & Horton Street PM Peak Hour Volume (vph) 24 775 10 6 721 10 5 5 27 10 16 56 Storage Length (m) 30.0 0.0 30.0 0.0 30.0 0.0 30.0 0.0 Storage Lanes 0 0 0 0 0 0 0 0 Lane Util. Factor 0.95 0.95 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 1.00 0.97 0.96 Frt 0.998 0.998 0.900 0.907 Flt Protected 0.999 0.994 0.994 Satd. Flow (prot) 0 3398 0 0 3396 0 0 1562 0 0 1563 0 Flt Permitted 0.912 0.948 0.960 0.958 Satd. Flow (perm) 0 3100 0 0 3219 0 0 1503 0 0 1503 0 Satd. Flow (RTOR) 2 3 29 61 Link Speed (k/h) 50 50 50 50 Link Distance (m) 243.7 87.0 140.0 277.7 Travel Time (s) 17.5 6.3 10.1 20.0 Confl. Peds. (#/hr) 22 26 26 22 18 11 11 18 Heavy Vehicles (%) 0% 3% 7% 6% 3% 10% 0% 25% 0% 7% 8% 1% Adj. Flow (vph) 26 842 11 7 784 11 5 5 29 11 17 61 Lane Group Flow (vph) 0 879 0 0 802 0 0 39 0 0 89 0 Median Width(m) 3.6 3.6 0.0 0.0 Number of Detectors 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 2 6 4 8 Permitted Phases 2 6 4 8 Detector Phase 2 2 6 6 4 4 8 8 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Page 25 Lanes, Volumes, Timings 2022 Background Traffic Volumes 360: Maitland Street & Horton Street PM Peak Hour Minimum Split (s) 18.6 18.6 18.6 18.6 22.6 22.6 22.6 22.6 Total Split (s) 87.0 87.0 87.0 87.0 33.0 33.0 33.0 33.0 Total Split (%) 72.5% 72.5% 72.5% 72.5% 27.5% 27.5% 27.5% 27.5% Maximum Green (s) 81.4 81.4 81.4 81.4 27.4 27.4 27.4 27.4 Yellow Time (s) 3.3 3.3 3.3 3.3 3.4 3.4 3.4 3.4 All-Red Time (s) 2.3 2.3 2.3 2.3 2.2 2.2 2.2 2.2 Lost Time Adjust (s) -1.1-1.1-1.5-1.5 Total Lost Time (s) 4.5 4.5 4.1 4.1 Lead/Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode C-Max C-Max Max Max None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 6.0 6.0 6.0 6.0 10.0 10.0 10.0 10.0 Pedestrian Calls (#/hr) 5 5 5 5 5 5 5 5 Act Effct Green (s) 100.2 100.2 11.2 11.2 Actuated g/c Ratio 0.84 0.84 0.09 0.09 v/c Ratio 0.34 0.30 0.23 0.46 Control Delay 1.5 2.7 24.9 26.1 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 1.5 2.7 24.9 26.1 LOS A A C C Approach Delay 1.5 2.7 24.9 26.1 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

Lanes, Volumes, Timings 2022 Background Traffic Volumes 361: Colborne Street & Horton Street PM Peak Hour Volume (vph) 240 522 21 16 656 65 52 191 22 189 317 288 Storage Length (m) 150.0 0.0 30.0 0.0 30.0 30.0 45.0 40.0 Storage Lanes 1 0 1 0 1 1 1 1 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 Ped Bike Factor 1.00 0.98 1.00 0.99 1.00 0.99 0.97 Frt 0.994 0.986 0.984 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1740 3453 0 1758 3424 0 1758 3417 0 1740 1850 1557 Flt Permitted 0.258 0.429 0.266 0.562 Satd. Flow (perm) 473 3453 0 780 3424 0 487 3417 0 1016 1850 1505 Satd. Flow (RTOR) 5 9 12 280 Link Speed (k/h) 50 50 50 50 Link Distance (m) 487.9 243.7 138.3 278.0 Travel Time (s) 35.1 17.5 10.0 20.0 Confl. Peds. (#/hr) 14 16 16 14 15 13 13 15 Heavy Vehicles (%) 1% 1% 0% 0% 1% 0% 0% 1% 0% 1% 0% 1% Adj. Flow (vph) 261 567 23 17 713 71 57 208 24 205 345 313 Lane Group Flow (vph) 261 590 0 17 784 0 57 232 0 205 345 313 Median Width(m) 3.6 3.6 3.6 3.6 Number of Detectors 1 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Left Thru Left Thru Right Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 2.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 2.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type pm+pt NA Perm NA Perm NA Perm NA Perm Protected Phases 5 2 6 4 8 Permitted Phases 2 6 4 8 8 Detector Phase 5 2 6 6 4 4 8 8 8 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Page 27 Lanes, Volumes, Timings 2022 Background Traffic Volumes 361: Colborne Street & Horton Street PM Peak Hour Minimum Split (s) 9.0 29.7 29.7 29.7 31.0 31.0 31.0 31.0 31.0 Total Split (s) 26.0 69.0 43.0 43.0 51.0 51.0 51.0 51.0 51.0 Total Split (%) 21.7% 57.5% 35.8% 35.8% 42.5% 42.5% 42.5% 42.5% 42.5% Maximum Green (s) 22.0 63.3 37.3 37.3 45.0 45.0 45.0 45.0 45.0 Yellow Time (s) 3.0 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 1.0 2.4 2.4 2.4 2.7 2.7 2.7 2.7 2.7 Lost Time Adjust (s) 0.0-1.7-1.7-1.7-2.0-2.0-2.0-2.0-2.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Max C-Max C-Max None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 17.0 17.0 17.0 18.0 18.0 18.0 18.0 18.0 Pedestrian Calls (#/hr) 5 5 5 5 5 5 5 5 Act Effct Green (s) 79.7 79.7 61.5 61.5 32.3 32.3 32.3 32.3 32.3 Actuated g/c Ratio 0.66 0.66 0.51 0.51 0.27 0.27 0.27 0.27 0.27 v/c Ratio 0.56 0.26 0.04 0.45 0.44 0.25 0.75 0.69 0.51 Control Delay 17.6 3.9 20.0 20.3 44.5 31.6 67.9 59.7 21.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 17.6 3.9 20.0 20.3 44.5 31.6 67.9 59.7 21.1 LOS B A B C D C E E C Approach Delay 8.1 20.3 34.1 47.6 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

Lanes, Volumes, Timings 2022 Background Traffic Volumes 369: Wellington Street & Grey Street PM Peak Hour Volume (vph) 0 0 0 358 63 47 23 1477 0 0 1733 33 Storage Length (m) 0.0 0.0 45.0 45.0 35.0 0.0 0.0 5.0 Storage Lanes 0 0 1 1 1 0 0 1 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Ped Bike Factor 0.99 1.00 0.97 0.88 Frt 0.850 0.850 Flt Protected 0.950 0.970 0.950 Satd. Flow (prot) 0 0 0 1670 1680 1470 1583 3446 0 0 3446 1512 Flt Permitted 0.950 0.970 0.064 Satd. Flow (perm) 0 0 0 1660 1673 1431 107 3446 0 0 3446 1331 Satd. Flow (RTOR) 38 27 Link Speed (k/h) 50 50 50 50 Link Distance (m) 186.1 186.3 145.3 284.9 Travel Time (s) 13.4 13.4 10.5 20.5 Confl. Peds. (#/hr) 12 5 5 12 34 21 21 34 Heavy Vehicles (%) 0% 0% 0% 0% 4% 7% 11% 2% 0% 0% 2% 4% Adj. Flow (vph) 0 0 0 389 68 51 25 1605 0 0 1884 36 29% Lane Group Flow (vph) 0 0 0 276 181 51 25 1605 0 0 1884 36 Median Width(m) 3.6 3.6 3.6 3.6 Number of Detectors 1 1 1 1 1 1 1 Detector Template Left Thru Right Left Thru Thru Right Leading Detector (m) 2.0 10.0 2.0 2.0 10.0 10.0 2.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 2.0 10.0 10.0 2.0 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm Perm NA NA Perm Protected Phases 4 2 6 Permitted Phases 4 4 2 6 Detector Phase 4 4 4 2 2 6 6 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Page 29 Lanes, Volumes, Timings 2022 Background Traffic Volumes 369: Wellington Street & Grey Street PM Peak Hour Minimum Split (s) 36.0 36.0 36.0 28.7 28.7 28.7 28.7 Total Split (s) 37.0 37.0 37.0 83.0 83.0 83.0 83.0 Total Split (%) 30.8% 30.8% 30.8% 69.2% 69.2% 69.2% 69.2% Maximum Green (s) 31.0 31.0 31.0 77.3 77.3 77.3 77.3 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.7 2.7 2.7 2.4 2.4 2.4 2.4 Lost Time Adjust (s) -2.3-2.3 0.0-1.9-1.9-1.9-1.9 Total Lost Time (s) 3.7 3.7 6.0 3.8 3.8 3.8 3.8 Lead/Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None C-Max C-Max C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 23.0 23.0 23.0 16.0 16.0 13.0 13.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 27.0 27.0 24.7 85.5 85.5 85.5 85.5 Actuated g/c Ratio 0.22 0.22 0.21 0.71 0.71 0.71 0.71 v/c Ratio 0.74 0.48 0.16 0.33 0.65 0.77 0.04 Control Delay 55.1 43.9 16.3 22.7 11.6 10.4 1.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 55.1 43.9 16.3 22.7 11.6 10.4 1.7 LOS E D B C B B A Approach Delay 47.2 11.8 10.2 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

Lanes, Volumes, Timings 2022 Background Traffic Volumes 374: Adelaide Street & Hamilton Road PM Peak Hour Volume (vph) 62 574 117 176 600 146 65 1050 71 269 1231 42 Storage Length (m) 45.0 0.0 35.0 0.0 35.0 0.0 30.0 0.0 Storage Lanes 1 0 1 0 1 0 1 0 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 Ped Bike Factor 0.98 0.99 0.99 0.98 1.00 1.00 1.00 Frt 0.975 0.971 0.991 0.995 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1723 3348 0 1740 3247 0 1740 3438 0 1740 3422 0 Flt Permitted 0.305 0.154 0.118 0.094 Satd. Flow (perm) 540 3348 0 281 3247 0 216 3438 0 172 3422 0 Satd. Flow (RTOR) 21 31 6 4 Link Speed (k/h) 50 50 50 50 Link Distance (m) 222.7 263.8 51.8 458.1 Travel Time (s) 16.0 19.0 3.7 33.0 Confl. Peds. (#/hr) 57 20 20 57 19 31 31 19 Heavy Vehicles (%) 2% 2% 0% 1% 4% 0% 1% 1% 0% 1% 2% 4% Adj. Flow (vph) 67 624 127 191 652 159 71 1141 77 292 1338 46 Lane Group Flow (vph) 67 751 0 191 811 0 71 1218 0 292 1384 0 Median Width(m) 3.6 3.6 3.6 3.6 Number of Detectors 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Perm NA pm+pt NA Perm NA pm+pt NA Protected Phases 6 5 2 8 7 4 Permitted Phases 6 2 8 4 Detector Phase 6 6 5 2 8 8 7 4 Switch Phase Minimum Initial (s) 7.0 7.0 5.0 7.0 7.0 7.0 5.0 7.0 Page 31 Lanes, Volumes, Timings 2022 Background Traffic Volumes 374: Adelaide Street & Hamilton Road PM Peak Hour Minimum Split (s) 31.3 31.3 9.0 31.3 28.5 28.5 9.0 28.5 Total Split (s) 42.0 42.0 13.0 55.0 45.0 45.0 20.0 65.0 Total Split (%) 35.0% 35.0% 10.8% 45.8% 37.5% 37.5% 16.7% 54.2% Maximum Green (s) 35.7 35.7 9.0 48.7 38.5 38.5 16.0 58.5 Yellow Time (s) 3.3 3.3 3.0 3.3 3.4 3.4 3.0 3.4 All-Red Time (s) 3.0 3.0 1.0 3.0 3.1 3.1 1.0 3.1 Lost Time Adjust (s) -2.3-2.3 0.0-2.3-2.4-2.4 0.0-2.4 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.1 4.1 4.0 4.1 Lead/Lag Lag Lag Lead Lag Lag Lead Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode C-Max C-Max None C-Max Max Max None Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 18.0 18.0 18.0 15.0 15.0 15.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 Act Effct Green (s) 38.0 38.0 51.0 51.0 40.9 40.9 61.0 60.9 Actuated g/c Ratio 0.32 0.32 0.42 0.42 0.34 0.34 0.51 0.51 v/c Ratio 0.39 0.70 0.84 0.58 0.97 1.04 0.99 0.80 Control Delay 40.4 39.1 54.7 27.3 140.6 75.0 81.6 28.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 40.4 39.1 54.7 27.3 140.6 75.0 81.6 28.7 LOS D D D C F E F C Approach Delay 39.2 32.5 78.6 37.9 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

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) 0 0 118 1420 1309 97 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 0 0 128 1543 1423 105 Pedestrians 22 1 Lane Width (m) 0.0 3.6 Walking Speed (m/s) 1.2 1.2 Percent Blockage 0 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 58 px, platoon unblocked 0.77 0.77 0.77 vc, conflicting volume 2526 787 1550 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 2383 121 1114 tc, single (s) 6.8 6.9 4.1 tc, 2 stage (s) tf (s) 3.5 3.3 2.2 p0 queue free % 100 100 73 cm capacity (veh/h) 16 697 479 Direction, Lane # NB 1 NB 2 SB 1 SB 2 Volume Total 643 1029 949 580 Volume Left 128 0 0 0 Volume Right 0 0 0 105 csh 479 1700 1700 1700 Volume to Capacity 0.27 0.61 0.56 0.34 Queue Length 95th (m) 8.6 0.0 0.0 0.0 Control Delay (s) 7.7 0.0 0.0 0.0 Lane LOS A Approach Delay (s) 3.0 0.0 Approach LOS Average Delay 1.6 Intersection Capacity Utilization 98.0% ICU Level of Service F @ 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) 0 0 0 7 150 53 74 244 0 0 103 88 Storage Length (m) 0.0 0.0 0.0 15.0 30.0 0.0 0.0 0.0 Storage Lanes 0 0 0 1 1 0 0 0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 0.97 0.99 0.98 Frt 0.850 0.938 Flt Protected 0.998 0.950 Satd. Flow (prot) 0 0 0 0 1810 1542 1723 1814 0 0 1674 0 Flt Permitted 0.998 0.628 Satd. Flow (perm) 0 0 0 0 1809 1489 1126 1814 0 0 1674 0 Satd. Flow (RTOR) 58 96 Link Speed (k/h) 50 50 50 50 Link Distance (m) 489.2 240.5 301.0 282.4 Travel Time (s) 35.2 17.3 21.7 20.3 Confl. Peds. (#/hr) 8 4 4 8 8 8 8 8 Adj. Flow (vph) 0 0 0 8 163 58 80 265 0 0 112 96 Lane Group Flow (vph) 0 0 0 0 171 58 80 265 0 0 208 0 Median Width(m) 3.6 3.6 3.6 3.6 Turning Speed (k/h) 25 15 25 15 25 15 25 15 Number of Detectors 1 2 1 1 2 2 Detector Template Left Thru Right Left Thru Thru Leading Detector (m) 2.0 10.0 2.0 2.0 10.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 0.6 2.0 2.0 0.6 0.6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(m) 9.4 9.4 9.4 Detector 2 Size(m) 0.6 0.6 0.6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 Turn Type Perm NA Perm Perm NA NA Protected Phases 2 4 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 2022 Future Traffic Volumes 29: Colborne Street & Grey Street AM Peak Hour Permitted Phases 2 2 4 Detector Phase 2 2 2 4 4 4 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 23.7 23.7 23.7 23.2 23.2 23.2 Total Split (s) 23.7 23.7 23.7 23.2 23.2 23.2 Total Split (%) 50.5% 50.5% 50.5% 49.5% 49.5% 49.5% Maximum Green (s) 18.0 18.0 18.0 18.0 18.0 18.0 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.4 2.4 2.4 1.9 1.9 1.9 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.7 5.7 5.2 5.2 5.2 Lead/Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode Max Max Max None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 6.0 6.0 6.0 5.0 5.0 5.0 Pedestrian Calls (#/hr) 4 4 4 4 4 4 Act Effct Green (s) 19.4 19.4 11.6 11.6 11.6 Actuated g/c Ratio 0.46 0.46 0.28 0.28 0.28 v/c Ratio 0.20 0.08 0.26 0.53 0.39 Control Delay 8.9 3.6 12.9 16.2 8.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 8.9 3.6 12.9 16.2 8.7 LOS A A B B A Approach Delay 7.6 15.5 8.7 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 Street @ 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) 26 88 13 6 76 14 6 10 5 19 16 7 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Hourly flow rate (vph) 28 96 14 7 83 15 7 11 5 21 17 8 Pedestrians 2 4 5 6 Lane Width (m) 3.6 3.6 3.6 3.6 Walking Speed (m/s) 1.2 1.2 1.2 1.2 Percent Blockage 0 0 0 1 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked vc, conflicting volume 104 115 286 281 112 283 281 98 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 104 115 286 281 112 283 281 98 tc, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tc, 2 stage (s) tf (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 98 100 99 98 99 97 97 99 cm capacity (veh/h) 1480 1468 627 607 934 634 607 951 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 138 104 23 46 Volume Left 28 7 7 21 Volume Right 14 15 5 8 csh 1480 1468 669 660 Volume to Capacity 0.02 0.00 0.03 0.07 Queue Length 95th (m) 0.5 0.1 0.8 1.8 Control Delay (s) 1.7 0.5 10.6 10.9 Lane LOS A A B B Approach Delay (s) 1.7 0.5 10.6 10.9 Approach LOS B B Average Delay 3.3 Intersection Capacity Utilization 25.0% ICU Level of Service A @ York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 6

Lanes, Volumes, Timings 2022 Future Traffic Volumes 41: Adelaide Street & Nelson Street AM Peak Hour Volume (vph) 23 29 67 63 36 28 65 1120 30 14 929 30 Storage Length (m) 35.0 0.0 25.0 0.0 0.0 0.0 0.0 0.0 Storage Lanes 1 0 1 0 0 0 0 0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 0.95 0.95 0.95 Ped Bike Factor 0.99 0.98 0.98 0.99 1.00 1.00 Frt 0.896 0.935 0.996 0.995 Flt Protected 0.950 0.950 0.997 0.999 Satd. Flow (prot) 1723 1591 0 1723 1680 0 0 3417 0 0 3422 0 Flt Permitted 0.712 0.689 0.815 0.927 Satd. Flow (perm) 1280 1591 0 1229 1680 0 0 2793 0 0 3175 0 Satd. Flow (RTOR) 73 30 6 7 Link Speed (k/h) 50 50 50 50 Link Distance (m) 416.9 103.1 181.0 139.8 Travel Time (s) 30.0 7.4 13.0 10.1 Confl. Peds. (#/hr) 8 15 15 8 4 16 16 4 Adj. Flow (vph) 25 32 73 68 39 30 71 1217 33 15 1010 33 Lane Group Flow (vph) 25 105 0 68 69 0 0 1321 0 0 1058 0 Median Width(m) 3.6 3.6 0.0 0.0 Turning Speed (k/h) 25 15 25 15 25 15 25 15 Number of Detectors 1 2 1 2 1 2 1 2 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 0.6 2.0 0.6 2.0 0.6 2.0 0.6 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(m) 9.4 9.4 9.4 9.4 Detector 2 Size(m) 0.6 0.6 0.6 0.6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4 4 2 2 @ 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 4 4 2 2 Detector Phase 4 4 4 4 2 2 2 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 24.9 24.9 24.9 24.9 23.6 23.6 23.6 23.6 Total Split (s) 26.0 26.0 26.0 26.0 54.0 54.0 54.0 54.0 Total Split (%) 32.5% 32.5% 32.5% 32.5% 67.5% 67.5% 67.5% 67.5% Maximum Green (s) 20.1 20.1 20.1 20.1 48.4 48.4 48.4 48.4 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.6 2.6 2.6 2.6 2.3 2.3 2.3 2.3 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.9 5.9 5.9 5.9 5.6 5.6 Lead/Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None C-Max C-Max C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 12.0 12.0 12.0 12.0 8.0 8.0 8.0 8.0 Pedestrian Calls (#/hr) 5 5 5 5 5 5 5 5 Act Effct Green (s) 11.0 11.0 11.0 11.0 61.2 61.2 Actuated g/c Ratio 0.14 0.14 0.14 0.14 0.76 0.76 v/c Ratio 0.14 0.37 0.40 0.27 0.62 0.44 Control Delay 29.6 15.4 36.8 20.9 8.1 5.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 29.6 15.4 36.8 20.9 8.1 5.7 LOS C B D C A A Approach Delay 18.1 28.8 8.1 5.7 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 Street @ 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 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) 161 121 67 0 0 0 0 85 2 22 79 0 Hourly flow rate (vph) 175 132 73 0 0 0 0 92 2 24 86 0 Direction, Lane # EB 1 NB 1 SB 1 Volume Total (vph) 379 95 110 Volume Left (vph) 175 0 24 Volume Right (vph) 73 2 0 Hadj (s) 0.01 0.02 0.08 Departure Headway (s) 4.4 5.0 5.0 Degree Utilization, x 0.47 0.13 0.15 Capacity (veh/h) 779 666 660 Control Delay (s) 11.3 8.7 8.9 Approach Delay (s) 11.3 8.7 8.9 Approach LOS B A A Delay 10.4 Level of Service B Intersection Capacity Utilization 46.0% ICU Level of Service A @ 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) 44 55 0 1242 899 0 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 48 60 0 1350 977 0 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) 140 358 px, platoon unblocked 0.84 vc, conflicting volume 1656 493 981 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 1403 493 981 tc, single (s) 6.8 6.9 4.1 tc, 2 stage (s) tf (s) 3.5 3.3 2.2 p0 queue free % 56 89 100 cm capacity (veh/h) 110 520 697 Direction, Lane # EB 1 NB 1 NB 2 SB 1 SB 2 Volume Total 108 675 675 489 489 Volume Left 48 0 0 0 0 Volume Right 60 0 0 0 0 csh 195 1700 1700 1700 1700 Volume to Capacity 0.55 0.40 0.40 0.29 0.29 Queue Length 95th (m) 23.3 0.0 0.0 0.0 0.0 Control Delay (s) 44.0 0.0 0.0 0.0 0.0 Lane LOS E Approach Delay (s) 44.0 0.0 0.0 Approach LOS E Average Delay 1.9 Intersection Capacity Utilization 47.9% ICU Level of Service A @ 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 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) 29 132 0 0 0 0 0 37 12 13 2 0 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Hourly flow rate (vph) 32 143 0 0 0 0 0 40 13 14 2 0 Pedestrians 3 4 3 Lane Width (m) 3.6 3.6 3.6 Walking Speed (m/s) 1.2 1.2 1.2 Percent Blockage 0 0 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked vc, conflicting volume 3 147 215 214 147 243 214 6 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 3 147 215 214 147 243 214 6 tc, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tc, 2 stage (s) tf (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 98 100 100 94 99 98 100 100 cm capacity (veh/h) 1615 1429 722 667 896 654 667 1071 Direction, Lane # EB 1 NB 1 SB 1 Volume Total 175 53 16 Volume Left 32 0 14 Volume Right 0 13 0 csh 1615 711 656 Volume to Capacity 0.02 0.07 0.02 Queue Length 95th (m) 0.5 1.9 0.6 Control Delay (s) 1.4 10.5 10.6 Lane LOS A B B Approach Delay (s) 1.4 10.5 10.6 Approach LOS B B Average Delay 4.0 Intersection Capacity Utilization 30.2% ICU Level of Service A @ 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) 5 0 1 24 0 133 6 624 0 0 160 21 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Hourly flow rate (vph) 5 0 1 26 0 145 7 678 0 0 174 23 Pedestrians 22 23 5 3 Lane Width (m) 3.6 3.6 3.6 3.6 Walking Speed (m/s) 1.2 1.2 1.2 1.2 Percent Blockage 2 2 0 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 288 px, platoon unblocked vc, conflicting volume 1046 922 212 906 933 704 219 701 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 1046 922 212 906 933 704 219 701 tc, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tc, 2 stage (s) tf (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 96 100 100 89 100 66 100 100 cm capacity (veh/h) 129 259 809 243 255 427 1326 879 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 7 171 685 197 Volume Left 5 26 7 0 Volume Right 1 145 0 23 csh 151 383 1326 1700 Volume to Capacity 0.04 0.45 0.00 0.12 Queue Length 95th (m) 1.1 17.8 0.1 0.0 Control Delay (s) 30.0 21.7 0.1 0.0 Lane LOS D C A Approach Delay (s) 30.0 21.7 0.1 0.0 Approach LOS D C Average Delay 3.8 Intersection Capacity Utilization 55.3% ICU Level of Service B @ 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 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) 0 0 0 1 189 12 28 52 0 0 10 8 Hourly flow rate (vph) 0 0 0 1 205 13 30 57 0 0 11 9 Direction, Lane # WB 1 NB 1 SB 1 Volume Total (vph) 220 87 20 Volume Left (vph) 1 30 0 Volume Right (vph) 13 0 9 Hadj (s) 0.00 0.10-0.23 Departure Headway (s) 4.2 4.5 4.3 Degree Utilization, x 0.25 0.11 0.02 Capacity (veh/h) 847 755 786 Control Delay (s) 8.6 8.1 7.4 Approach Delay (s) 8.6 8.1 7.4 Approach LOS A A A Delay 8.4 Level of Service A Intersection Capacity Utilization 30.7% ICU Level of Service A @ 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) 0 0 7 0 0 0 10 1973 318 130 1173 11 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Hourly flow rate (vph) 0 0 8 0 0 0 11 2145 346 141 1275 12 Pedestrians 26 10 Lane Width (m) 3.6 0.0 Walking Speed (m/s) 1.2 1.2 Percent Blockage 2 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 304 px, platoon unblocked 0.87 0.87 0.87 0.87 0.87 0.87 vc, conflicting volume 2684 4112 669 3277 3945 1255 1313 2500 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 2638 4273 331 3317 4082 1255 1068 2500 tc, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tc, 2 stage (s) tf (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 100 100 99 100 100 100 98 21 cm capacity (veh/h) 3 0 568 1 0 163 554 179 Direction, Lane # EB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total 8 11 1430 1061 141 850 437 Volume Left 0 11 0 0 141 0 0 Volume Right 8 0 0 346 0 0 12 csh 568 554 1700 1700 179 1700 1700 Volume to Capacity 0.01 0.02 0.84 0.62 0.79 0.50 0.26 Queue Length 95th (m) 0.3 0.5 0.0 0.0 42.2 0.0 0.0 Control Delay (s) 11.4 11.6 0.0 0.0 74.2 0.0 0.0 Lane LOS B B F Approach Delay (s) 11.4 0.1 7.3 Approach LOS B Average Delay 2.7 Intersection Capacity Utilization 87.3% ICU Level of Service E @ York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 20

Lanes, Volumes, Timings 2022 Future Traffic Volumes 357: Richmond Street & Horton Street AM Peak Hour Volume (vph) 476 976 71 15 539 102 131 413 43 92 135 52 Storage Length (m) 75.0 0.0 30.0 0.0 50.0 35.0 30.0 0.0 Storage Lanes 1 0 1 0 1 1 1 0 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 0.95 0.95 Ped Bike Factor 0.99 0.99 0.98 0.99 0.97 0.89 0.96 0.98 Frt 0.990 0.976 0.850 0.958 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1674 3327 0 1612 3242 0 1706 1814 1498 1583 3077 0 Flt Permitted 0.149 0.250 0.615 0.203 Satd. Flow (perm) 261 3327 0 416 3242 0 1068 1814 1338 326 3077 0 Satd. Flow (RTOR) 12 22 72 57 Link Speed (k/h) 48 48 50 50 Link Distance (m) 191.4 381.9 288.0 277.9 Travel Time (s) 14.4 28.6 20.7 20.0 Confl. Peds. (#/hr) 20 40 40 20 47 103 103 47 Heavy Vehicles (%) 5% 3% 15% 9% 5% 6% 3% 2% 5% 11% 3% 20% Adj. Flow (vph) 517 1061 77 16 586 111 142 449 47 100 147 57 Lane Group Flow (vph) 517 1138 0 16 697 0 142 449 47 100 204 0 Median Width(m) 3.6 3.6 3.6 3.6 Number of Detectors 1 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Left Thru Right Left Thru Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 2.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 2.0 10.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type pm+pt NA Perm NA Perm NA Perm Perm NA Protected Phases 5 2 6 4 8 Permitted Phases 2 6 4 4 8 Detector Phase 5 2 6 6 4 4 4 8 8 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 @ 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) 9.0 27.6 27.6 27.6 38.4 38.4 38.4 38.4 38.4 Total Split (s) 28.0 60.0 32.0 32.0 40.0 40.0 40.0 40.0 40.0 Total Split (%) 28.0% 60.0% 32.0% 32.0% 40.0% 40.0% 40.0% 40.0% 40.0% Maximum Green (s) 24.0 54.4 26.4 26.4 33.6 33.6 33.6 33.6 33.6 Yellow Time (s) 3.0 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 1.0 2.3 2.3 2.3 3.1 3.1 3.1 3.1 3.1 Lost Time Adjust (s) 0.0-1.9-1.9-1.9-2.5-2.5-2.5-2.5-2.5 Total Lost Time (s) 4.0 3.7 3.7 3.7 3.9 3.9 3.9 3.9 3.9 Lead/Lag Lead Lag Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Max C-Max C-Max None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 15.0 15.0 15.0 25.0 25.0 25.0 25.0 25.0 Pedestrian Calls (#/hr) 8 8 8 8 8 8 8 8 Act Effct Green (s) 60.5 60.8 28.3 28.3 31.6 31.6 31.6 31.6 31.6 Actuated g/c Ratio 0.60 0.61 0.28 0.28 0.32 0.32 0.32 0.32 0.32 v/c Ratio 0.92 0.56 0.14 0.75 0.42 0.78 0.10 0.98 0.20 Control Delay 59.4 8.2 35.3 43.9 30.1 41.2 2.8 122.4 21.0 Queue Delay 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 59.4 8.3 35.3 43.9 30.1 41.2 2.8 122.4 21.0 LOS E A D D C D A F C Approach Delay 24.2 43.7 35.9 54.3 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 Street @ York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 22

Lanes, Volumes, Timings 2022 Future Traffic Volumes 359: Wellington Street & Horton Street AM Peak Hour Volume (vph) 252 735 57 129 634 200 195 1496 43 64 807 124 Lane Width (m) 3.6 3.6 3.6 3.6 3.7 3.6 3.6 3.6 3.6 3.6 3.6 3.6 Storage Length (m) 30.0 0.0 75.0 70.0 45.0 40.0 25.0 30.0 Storage Lanes 1 0 1 1 1 1 1 1 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Ped Bike Factor 0.99 1.00 0.99 0.97 0.98 0.96 1.00 0.90 Frt 0.989 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1740 3338 0 1658 3353 1527 1674 3413 1367 1690 3413 1512 Flt Permitted 0.196 0.142 0.114 0.129 Satd. Flow (perm) 357 3338 0 246 3353 1481 197 3413 1309 229 3413 1361 Satd. Flow (RTOR) 9 168 128 128 Link Speed (k/h) 48 48 50 50 Link Distance (m) 381.9 487.9 283.3 278.6 Travel Time (s) 28.6 36.6 20.4 20.1 Confl. Peds. (#/hr) 20 40 40 20 93 32 32 93 Heavy Vehicles (%) 1% 4% 1% 6% 6% 3% 5% 3% 15% 4% 3% 4% Adj. Flow (vph) 274 799 62 140 689 217 212 1626 47 70 877 135 Lane Group Flow (vph) 274 861 0 140 689 217 212 1626 47 70 877 135 Median Width(m) 3.6 3.6 3.6 3.6 Headway Factor 1.04 1.04 1.04 1.04 1.02 1.04 1.04 1.04 1.04 1.04 1.04 1.04 Number of Detectors 1 1 1 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Right Left Thru Right Left Thru Right Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 2.0 10.0 2.0 2.0 10.0 2.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 2.0 10.0 2.0 2.0 10.0 2.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 3 8 7 4 5 2 1 6 Permitted Phases 8 4 4 2 2 6 6 Detector Phase 3 8 7 4 4 5 2 2 1 6 6 Switch Phase @ 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) 5.0 7.0 5.0 7.0 7.0 5.0 7.0 7.0 5.0 1.0 1.0 Minimum Split (s) 9.0 39.8 9.0 39.8 39.8 9.0 37.2 37.2 9.0 37.2 37.2 Total Split (s) 12.0 42.0 10.0 40.0 40.0 10.8 38.0 38.0 10.0 37.2 37.2 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) 8.0 35.3 6.0 33.3 33.3 6.8 31.8 31.8 6.0 31.0 31.0 Yellow Time (s) 3.0 3.3 3.0 3.3 3.3 3.0 3.3 3.3 3.0 3.3 3.3 All-Red Time (s) 1.0 3.4 1.0 3.4 3.4 1.0 2.9 2.9 1.0 2.9 2.9 Lost Time Adjust (s) 0.0-2.8 0.0-2.8-2.8 0.0-2.2-2.2 0.0-2.2-2.2 Total Lost Time (s) 4.0 3.9 4.0 3.9 3.9 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 26.0 26.0 26.0 24.0 24.0 24.0 24.0 Pedestrian Calls (#/hr) 10 10 10 10 10 10 10 Act Effct Green (s) 41.6 33.7 37.6 31.7 31.7 46.9 39.7 39.7 39.8 33.2 33.2 Actuated g/c Ratio 0.42 0.34 0.38 0.32 0.32 0.47 0.40 0.40 0.40 0.33 0.33 v/c Ratio 1.06 0.76 0.79 0.65 0.37 0.82 1.20 0.08 0.38 0.77 0.25 Control Delay 88.7 18.9 56.5 39.0 15.9 50.7 121.4 0.7 29.5 39.7 13.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 88.7 18.9 56.5 39.0 15.9 50.7 121.4 0.7 29.5 39.7 13.5 LOS F B E D B D F A C D B Approach Delay 35.8 36.6 110.4 35.8 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 Street @ York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 24

Lanes, Volumes, Timings 2022 Future Traffic Volumes 360: Maitland Street & Horton Street AM Peak Hour Volume (vph) 62 500 6 3 725 1 17 15 19 5 7 19 Lane Util. Factor 0.95 0.95 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 1.00 0.98 0.98 Frt 0.998 0.948 0.917 Flt Protected 0.995 0.984 0.993 Satd. Flow (prot) 0 3361 0 0 3314 0 0 1559 0 0 1400 0 Flt Permitted 0.787 0.954 0.886 0.952 Satd. Flow (perm) 0 2657 0 0 3162 0 0 1398 0 0 1339 0 Satd. Flow (RTOR) 3 21 21 Link Speed (k/h) 48 48 50 50 Link Distance (m) 243.7 87.0 281.0 277.7 Travel Time (s) 18.3 6.5 20.2 20.0 Confl. Peds. (#/hr) 5 3 3 5 7 11 11 7 Heavy Vehicles (%) 1% 4% 17% 14% 6% 25% 0% 10% 17% 8% 8% 25% Adj. Flow (vph) 67 543 7 3 788 1 18 16 21 5 8 21 Lane Group Flow (vph) 0 617 0 0 792 0 0 55 0 0 34 0 Median Width(m) 3.6 3.6 0.0 0.0 Number of Detectors 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 2 6 4 8 Permitted Phases 2 6 4 8 Detector Phase 2 2 6 6 4 4 8 8 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 18.6 18.6 18.6 18.6 23.5 23.5 23.5 23.5 Total Split (s) 73.0 73.0 73.0 73.0 27.0 27.0 27.0 27.0 Total Split (%) 73.0% 73.0% 73.0% 73.0% 27.0% 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) 67.4 67.4 67.4 67.4 21.5 21.5 21.5 21.5 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.3 2.3 2.3 2.3 2.2 2.2 2.2 2.2 Lost Time Adjust (s) -1.1-1.1-1.5-1.5 Total Lost Time (s) 4.5 4.5 4.0 4.0 Lead/Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode C-Max C-Max Max Max None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 6.0 6.0 6.0 6.0 10.0 10.0 10.0 10.0 Pedestrian Calls (#/hr) 3 3 3 3 3 3 3 3 Act Effct Green (s) 83.8 83.8 11.1 11.1 Actuated g/c Ratio 0.84 0.84 0.11 0.11 v/c Ratio 0.28 0.30 0.32 0.20 Control Delay 8.3 9.3 31.8 19.6 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 8.3 9.3 31.8 19.6 LOS A A C B Approach Delay 8.3 9.3 31.8 19.6 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 Street @ York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 26

Lanes, Volumes, Timings 2022 Future Traffic Volumes 361: Colborne Street & Horton Street AM Peak Hour Volume (vph) 340 410 39 22 514 118 74 252 37 62 217 176 Storage Length (m) 60.0 0.0 30.0 0.0 30.0 30.0 45.0 40.0 Storage Lanes 1 0 1 0 1 1 1 1 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 Ped Bike Factor 1.00 1.00 1.00 1.00 0.99 1.00 0.98 0.97 Frt 0.987 0.972 0.981 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1723 3401 0 1758 3368 0 1758 3431 0 1740 1832 1512 Flt Permitted 0.304 0.474 0.370 0.449 Satd. Flow (perm) 550 3401 0 876 3368 0 678 3431 0 809 1832 1471 Satd. Flow (RTOR) 19 29 16 191 Link Speed (k/h) 48 48 50 50 Link Distance (m) 487.9 243.7 282.4 278.0 Travel Time (s) 36.6 18.3 20.3 20.0 Confl. Peds. (#/hr) 9 1 1 9 13 23 23 13 Heavy Vehicles (%) 2% 2% 0% 0% 1% 1% 0% 0% 0% 1% 1% 4% Adj. Flow (vph) 370 446 42 24 559 128 80 274 40 67 236 191 Lane Group Flow (vph) 370 488 0 24 687 0 80 314 0 67 236 191 Median Width(m) 3.6 3.6 3.6 3.6 Number of Detectors 1 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Left Thru Left Thru Right Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 2.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 2.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type pm+pt NA Perm NA Perm NA Perm NA Perm Protected Phases 5 2 6 4 8 Permitted Phases 2 6 4 8 8 Detector Phase 5 2 6 6 4 4 8 8 8 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 @ 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) 9.0 29.7 29.7 29.7 31.0 31.0 31.0 31.0 31.0 Total Split (s) 31.0 67.0 36.0 36.0 33.0 33.0 33.0 33.0 33.0 Total Split (%) 31.0% 67.0% 36.0% 36.0% 33.0% 33.0% 33.0% 33.0% 33.0% Maximum Green (s) 27.0 61.3 30.3 30.3 27.0 27.0 27.0 27.0 27.0 Yellow Time (s) 3.0 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 1.0 2.4 2.4 2.4 2.7 2.7 2.7 2.7 2.7 Lost Time Adjust (s) 0.0-1.7-1.7-1.7-2.0-2.0-2.0-2.0-2.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Max C-Max C-Max None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 17.0 17.0 17.0 18.0 18.0 18.0 18.0 18.0 Pedestrian Calls (#/hr) 3 3 3 3 3 3 3 3 Act Effct Green (s) 71.7 71.7 52.0 52.0 20.3 20.3 20.3 20.3 20.3 Actuated g/c Ratio 0.72 0.72 0.52 0.52 0.20 0.20 0.20 0.20 0.20 v/c Ratio 0.64 0.20 0.05 0.39 0.58 0.44 0.41 0.64 0.42 Control Delay 28.9 15.2 15.8 11.2 52.3 34.2 35.2 38.4 7.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 28.9 15.2 15.8 11.2 52.3 34.2 35.2 38.4 7.5 LOS C B B B D C D D A Approach Delay 21.1 11.4 37.9 26.0 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 Street @ York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 28

Lanes, Volumes, Timings 2022 Future Traffic Volumes 369: Wellington Street & Grey Street AM Peak Hour Volume (vph) 0 0 0 203 88 106 49 1695 0 0 1194 32 Storage Length (m) 0.0 0.0 45.0 45.0 35.0 0.0 0.0 5.0 Storage Lanes 0 0 1 1 1 0 0 1 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Ped Bike Factor 0.99 0.98 0.93 Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 0 0 0 1723 1814 1542 1690 3413 0 0 3413 1498 Flt Permitted 0.950 0.171 Satd. Flow (perm) 0 0 0 1713 1814 1518 304 3413 0 0 3413 1394 Satd. Flow (RTOR) 29 33 Link Speed (k/h) 48 50 50 50 Link Distance (m) 250.2 489.2 303.6 283.3 Travel Time (s) 18.8 35.2 21.9 20.4 Confl. Peds. (#/hr) 3 5 5 3 20 19 19 20 Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 4% 3% 2% 2% 3% 5% Adj. Flow (vph) 0 0 0 221 96 115 53 1842 0 0 1298 35 Lane Group Flow (vph) 0 0 0 221 96 115 53 1842 0 0 1298 35 Median Width(m) 3.6 3.6 3.6 3.6 Turning Speed (k/h) 24 14 25 15 24 15 25 14 Number of Detectors 1 2 1 1 1 1 1 Detector Template Left Thru Right Left Thru Thru Right Leading Detector (m) 2.0 10.0 2.0 2.0 10.0 10.0 2.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 0.6 2.0 2.0 10.0 10.0 2.0 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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 Perm @ 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 8 2 6 Permitted Phases 8 8 2 6 Detector Phase 8 8 8 2 2 6 6 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 33.0 33.0 33.0 28.7 28.7 25.7 25.7 Total Split (s) 37.0 37.0 37.0 63.0 63.0 63.0 63.0 Total Split (%) 37.0% 37.0% 37.0% 63.0% 63.0% 63.0% 63.0% Maximum Green (s) 31.0 31.0 31.0 57.3 57.3 57.3 57.3 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.7 2.7 2.7 2.4 2.4 2.4 2.4 Lost Time Adjust (s) 0.0 0.0 0.0-1.9-1.9-1.9-1.9 Total Lost Time (s) 6.0 6.0 6.0 3.8 3.8 3.8 3.8 Lead/Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None C-Max C-Max C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 20.0 20.0 20.0 16.0 16.0 13.0 13.0 Pedestrian Calls (#/hr) 2 2 2 2 2 2 2 Act Effct Green (s) 19.3 19.3 19.3 70.9 70.9 70.9 70.9 Actuated g/c Ratio 0.19 0.19 0.19 0.71 0.71 0.71 0.71 v/c Ratio 0.67 0.28 0.37 0.25 0.76 0.54 0.04 Control Delay 46.5 34.2 27.3 10.9 13.5 10.7 5.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 46.5 34.2 27.3 10.9 13.5 10.7 5.4 LOS D C C B B B A Approach Delay 38.7 13.4 10.6 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 Street @ York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 31

Lanes, Volumes, Timings 2022 Future Traffic Volumes 374: Adelaide Street & Hamilton Road AM Peak Hour Volume (vph) 61 401 65 115 857 193 119 1047 72 171 949 40 Storage Length (m) 45.0 0.0 35.0 0.0 35.0 0.0 30.0 0.0 Storage Lanes 1 0 1 0 1 0 1 0 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 Ped Bike Factor 0.99 0.99 0.97 0.99 1.00 1.00 1.00 Frt 0.979 0.972 0.990 0.994 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1706 3245 0 1723 3259 0 1740 3355 0 1690 3322 0 Flt Permitted 0.129 0.295 0.222 0.099 Satd. Flow (perm) 230 3245 0 517 3259 0 405 3355 0 176 3322 0 Satd. Flow (RTOR) 19 33 8 6 Link Speed (k/h) 48 48 50 50 Link Distance (m) 222.7 263.8 58.0 458.1 Travel Time (s) 16.7 19.8 4.2 33.0 Confl. Peds. (#/hr) 55 74 74 55 19 37 37 19 Confl. Bikes (#/hr) 4 Heavy Vehicles (%) 3% 4% 8% 2% 3% 5% 1% 3% 8% 4% 5% 5% Adj. Flow (vph) 66 436 71 125 932 210 129 1138 78 186 1032 43 Lane Group Flow (vph) 66 507 0 125 1142 0 129 1216 0 186 1075 0 Median Width(m) 3.6 3.6 3.6 3.6 Number of Detectors 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Perm NA pm+pt NA Perm NA pm+pt NA Protected Phases 6 5 2 8 7 4 Permitted Phases 6 2 8 4 Detector Phase 6 6 5 2 8 8 7 4 Switch Phase @ 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) 7.0 7.0 5.0 7.0 7.0 7.0 5.0 7.0 Minimum Split (s) 31.3 31.3 9.0 31.3 28.5 28.5 11.0 28.5 Total Split (s) 35.0 35.0 10.0 45.0 43.0 43.0 12.0 55.0 Total Split (%) 35.0% 35.0% 10.0% 45.0% 43.0% 43.0% 12.0% 55.0% Maximum Green (s) 28.7 28.7 6.0 38.7 36.5 36.5 8.0 48.5 Yellow Time (s) 3.3 3.3 3.0 3.3 3.4 3.4 3.0 3.4 All-Red Time (s) 3.0 3.0 1.0 3.0 3.1 3.1 1.0 3.1 Lost Time Adjust (s) -2.3-2.3 0.0-2.3-2.4-2.4 0.0-2.4 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.1 4.1 4.0 4.1 Lead/Lag Lag Lag Lead Lag Lag Lead Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode C-Max C-Max None C-Max Max Max None Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 18.0 18.0 18.0 15.0 15.0 15.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 Act Effct Green (s) 31.0 31.0 41.0 41.0 38.9 38.9 51.0 50.9 Actuated g/c Ratio 0.31 0.31 0.41 0.41 0.39 0.39 0.51 0.51 v/c Ratio 0.93 0.50 0.44 0.84 0.82 0.93 0.89 0.63 Control Delay 128.4 32.5 24.2 32.9 67.7 42.6 60.9 9.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 128.4 32.5 24.2 32.9 67.7 42.6 60.9 9.4 LOS F C C C E D E A Approach Delay 43.6 32.0 45.0 17.0 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 Road @ 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 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) 18 0 5 153 1 154 1 292 2 2 592 2 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Hourly flow rate (vph) 20 0 5 166 1 167 1 317 2 2 643 2 Pedestrians 26 26 10 3 Lane Width (m) 3.6 3.6 3.6 3.6 Walking Speed (m/s) 1.2 1.2 1.2 1.2 Percent Blockage 2 2 1 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 287 px, platoon unblocked 0.80 0.80 0.80 0.80 0.80 0.80 vc, conflicting volume 1166 1023 681 1011 1023 347 672 346 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 1085 906 480 892 906 347 469 346 tc, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tc, 2 stage (s) tf (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 82 100 99 15 99 75 100 100 cm capacity (veh/h) 110 212 457 195 212 679 859 1187 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 25 335 321 648 Volume Left 20 166 1 2 Volume Right 5 167 2 2 csh 132 304 859 1187 Volume to Capacity 0.19 1.10 0.00 0.00 Queue Length 95th (m) 5.1 101.2 0.0 0.0 Control Delay (s) 38.5 120.0 0.0 0.1 Lane LOS E F A A Approach Delay (s) 38.5 120.0 0.0 0.1 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) 0 0 54 1376 1375 90 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 0 0 59 1496 1495 98 Pedestrians 25 1 1 Lane Width (m) 0.0 3.6 3.6 Walking Speed (m/s) 1.2 1.2 1.2 Percent Blockage 0 0 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 52 px, platoon unblocked 0.67 0.67 0.67 vc, conflicting volume 2435 822 1617 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 2151 0 923 tc, single (s) 6.8 6.9 4.1 tc, 2 stage (s) tf (s) 3.5 3.3 2.2 p0 queue free % 100 100 88 cm capacity (veh/h) 24 721 490 Direction, Lane # NB 1 NB 2 SB 1 SB 2 Volume Total 557 997 996 596 Volume Left 59 0 0 0 Volume Right 0 0 0 98 csh 490 1700 1700 1700 Volume to Capacity 0.12 0.59 0.59 0.35 Queue Length 95th (m) 3.1 0.0 0.0 0.0 Control Delay (s) 3.4 0.0 0.0 0.0 Lane LOS A Approach Delay (s) 1.2 0.0 Approach LOS Average Delay 0.6 Intersection Capacity Utilization 89.9% ICU Level of Service E Page 4

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) 0 0 0 7 185 9 43 47 0 0 20 26 Hourly flow rate (vph) 0 0 0 8 201 10 47 51 0 0 22 28 Direction, Lane # WB 1 NB 1 SB 1 Volume Total (vph) 218 98 50 Volume Left (vph) 8 47 0 Volume Right (vph) 10 0 28 Hadj (s) 0.01 0.13-0.31 Departure Headway (s) 4.3 4.6 4.2 Degree Utilization, x 0.26 0.12 0.06 Capacity (veh/h) 820 743 796 Control Delay (s) 8.7 8.2 7.5 Approach Delay (s) 8.7 8.2 7.5 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) 0 0 0 2 224 15 93 211 0 0 157 282 Storage Length (m) 0.0 0.0 0.0 15.0 30.0 0.0 0.0 0.0 Storage Lanes 0 0 0 1 1 0 0 0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 0.97 0.99 0.97 Frt 0.850 0.913 Flt Protected 0.950 Satd. Flow (prot) 0 0 0 0 1814 1542 1723 1814 0 0 1610 0 Flt Permitted 0.312 Satd. Flow (perm) 0 0 0 0 1813 1489 561 1814 0 0 1610 0 Satd. Flow (RTOR) 51 224 Link Speed (k/h) 50 50 50 50 Link Distance (m) 302.9 243.0 281.3 142.5 Travel Time (s) 21.8 17.5 20.3 10.3 Confl. Peds. (#/hr) 8 9 9 8 12 13 13 12 Adj. Flow (vph) 0 0 0 2 243 16 101 229 0 0 171 307 Lane Group Flow (vph) 0 0 0 0 245 16 101 229 0 0 478 0 Median Width(m) 0.0 0.0 3.6 3.6 Number of Detectors 1 2 1 1 2 2 Detector Template Left Thru Right Left Thru Thru Leading Detector (m) 2.0 10.0 2.0 2.0 10.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 0.6 2.0 2.0 0.6 0.6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(m) 9.4 9.4 9.4 Detector 2 Size(m) 0.6 0.6 0.6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 Turn Type Perm NA Perm Perm NA NA Protected Phases 2 4 4 Page 7

Lanes, Volumes, Timings 2022 Future Traffic Volumes 52: Colborne Street & Grey Street PM Peak Hour Permitted Phases 2 2 4 Detector Phase 2 2 2 4 4 4 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 23.7 23.7 23.7 23.2 23.2 23.2 Total Split (s) 23.7 23.7 23.7 23.2 23.2 23.2 Total Split (%) 50.5% 50.5% 50.5% 49.5% 49.5% 49.5% Maximum Green (s) 18.0 18.0 18.0 18.0 18.0 18.0 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.4 2.4 2.4 1.9 1.9 1.9 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.7 5.7 5.2 5.2 5.2 Lead/Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode Max Max Max None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 6.0 6.0 6.0 5.0 5.0 5.0 Pedestrian Calls (#/hr) 3 3 3 3 3 3 Act Effct Green (s) 18.2 18.2 12.8 12.8 12.8 Actuated g/c Ratio 0.43 0.43 0.30 0.30 0.30 v/c Ratio 0.31 0.02 0.59 0.41 0.74 Control Delay 10.6 0.9 27.2 13.5 14.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 10.6 0.9 27.2 13.5 14.2 LOS B A C B B Approach Delay 10.0 17.7 14.2 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) 28 73 0 1221 1274 0 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 30 79 0 1327 1385 0 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) 144 339 px, platoon unblocked 0.80 0.71 0.71 vc, conflicting volume 2055 699 1392 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 874 0 747 tc, single (s) 6.8 6.9 4.1 tc, 2 stage (s) tf (s) 3.5 3.3 2.2 p0 queue free % 87 90 100 cm capacity (veh/h) 229 770 608 Direction, Lane # EB 1 NB 1 NB 2 SB 1 SB 2 Volume Total 110 664 664 692 692 Volume Left 30 0 0 0 0 Volume Right 79 0 0 0 0 csh 465 1700 1700 1700 1700 Volume to Capacity 0.24 0.39 0.39 0.41 0.41 Queue Length 95th (m) 6.9 0.0 0.0 0.0 0.0 Control Delay (s) 15.1 0.0 0.0 0.0 0.0 Lane LOS C Approach Delay (s) 15.1 0.0 0.0 Approach LOS C Average Delay 0.6 Intersection Capacity Utilization 49.0% ICU Level of Service A Page 10

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) 12 96 5 0 0 0 0 38 10 15 8 0 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Hourly flow rate (vph) 13 104 5 0 0 0 0 41 11 16 9 0 Pedestrians 5 7 6 4 Lane Width (m) 3.6 0.0 3.6 3.6 Walking Speed (m/s) 1.2 1.2 1.2 1.2 Percent Blockage 0 0 1 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked vc, conflicting volume 4 116 148 143 120 176 146 9 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 4 116 148 143 120 176 146 9 tc, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tc, 2 stage (s) tf (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 99 100 100 94 99 98 99 100 cm capacity (veh/h) 1612 1466 795 736 927 733 733 1065 Direction, Lane # EB 1 NB 1 SB 1 Volume Total 123 52 25 Volume Left 13 0 16 Volume Right 5 11 0 csh 1612 769 733 Volume to Capacity 0.01 0.07 0.03 Queue Length 95th (m) 0.2 1.7 0.8 Control Delay (s) 0.8 10.0 10.1 Lane LOS A B B Approach Delay (s) 0.8 10.0 10.1 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) 0 0 19 0 0 0 21 1642 192 86 2300 7 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Hourly flow rate (vph) 0 0 21 0 0 0 23 1785 209 93 2500 8 Pedestrians 38 14 3 2 Lane Width (m) 3.6 0.0 3.6 3.6 Walking Speed (m/s) 1.2 1.2 1.2 1.2 Percent Blockage 3 0 0 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 279 px, platoon unblocked 0.53 0.53 0.53 0.53 0.53 0.53 vc, conflicting volume 3669 4782 1295 3409 4681 1013 2546 2007 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 4258 6353 0 3770 6163 1013 2145 2007 tc, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tc, 2 stage (s) tf (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 100 100 96 100 100 100 82 67 cm capacity (veh/h) 0 0 557 0 0 236 128 281 Direction, Lane # EB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total 21 23 1190 804 93 1667 841 Volume Left 0 23 0 0 93 0 0 Volume Right 21 0 0 209 0 0 8 csh 557 128 1700 1700 281 1700 1700 Volume to Capacity 0.04 0.18 0.70 0.47 0.33 0.98 0.49 Queue Length 95th (m) 0.9 4.7 0.0 0.0 10.7 0.0 0.0 Control Delay (s) 11.7 39.2 0.0 0.0 24.1 0.0 0.0 Lane LOS B E C Approach Delay (s) 11.7 0.4 0.9 Approach LOS B Average Delay 0.7 Intersection Capacity Utilization 83.2% ICU Level of Service E Page 14

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) 105 108 48 0 0 0 0 105 6 20 113 0 Hourly flow rate (vph) 114 117 52 0 0 0 0 114 7 22 123 0 Direction, Lane # EB 1 NB 1 SB 1 Volume Total (vph) 284 121 145 Volume Left (vph) 114 0 22 Volume Right (vph) 52 7 0 Hadj (s) 0.00 0.00 0.06 Departure Headway (s) 4.6 4.8 4.8 Degree Utilization, x 0.36 0.16 0.19 Capacity (veh/h) 750 703 698 Control Delay (s) 10.1 8.7 9.0 Approach Delay (s) 10.1 8.7 9.0 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) 17 144 7 6 132 13 13 13 9 22 9 6 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Hourly flow rate (vph) 18 157 8 7 143 14 14 14 10 24 10 7 Pedestrians 10 16 18 7 Lane Width (m) 3.6 3.6 3.6 3.6 Walking Speed (m/s) 1.2 1.2 1.2 1.2 Percent Blockage 1 1 2 1 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked vc, conflicting volume 165 182 400 393 194 401 390 168 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 165 182 400 393 194 401 390 168 tc, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tc, 2 stage (s) tf (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 99 100 97 97 99 95 98 99 cm capacity (veh/h) 1405 1372 520 522 823 516 525 864 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 183 164 38 40 Volume Left 18 7 14 24 Volume Right 8 14 10 7 csh 1405 1372 575 554 Volume to Capacity 0.01 0.00 0.07 0.07 Queue Length 95th (m) 0.3 0.1 1.6 1.8 Control Delay (s) 0.9 0.3 11.7 12.0 Lane LOS A A B B Approach Delay (s) 0.9 0.3 11.7 12.0 Approach LOS B B Average Delay 2.7 Intersection Capacity Utilization 29.5% ICU Level of Service A Page 18

Lanes, Volumes, Timings 2022 Future Traffic Volumes 74: Adelaide Street & Nelson Street PM Peak Hour Volume (vph) 35 51 112 55 35 79 71 1058 73 26 1243 27 Storage Length (m) 35.0 0.0 25.0 0.0 0.0 0.0 0.0 0.0 Storage Lanes 1 0 1 0 0 0 0 0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 0.95 0.95 0.95 Ped Bike Factor 0.99 0.98 0.99 0.99 1.00 1.00 Frt 0.897 0.896 0.991 0.997 Flt Protected 0.950 0.950 0.997 0.999 Satd. Flow (prot) 1723 1600 0 1723 1602 0 0 3398 0 0 3430 0 Flt Permitted 0.677 0.567 0.740 0.903 Satd. Flow (perm) 1219 1600 0 1018 1602 0 0 2522 0 0 3100 0 Satd. Flow (RTOR) 53 85 15 5 Link Speed (k/h) 50 50 50 50 Link Distance (m) 411.4 72.1 138.2 143.9 Travel Time (s) 29.6 5.2 10.0 10.4 Confl. Peds. (#/hr) 7 10 10 7 6 5 5 6 Adj. Flow (vph) 38 55 122 60 38 86 77 1150 79 28 1351 29 Lane Group Flow (vph) 38 177 0 60 124 0 0 1306 0 0 1408 0 Median Width(m) 3.6 3.6 0.0 0.0 Number of Detectors 1 2 1 2 1 2 1 2 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 0.6 2.0 0.6 2.0 0.6 2.0 0.6 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(m) 9.4 9.4 9.4 9.4 Detector 2 Size(m) 0.6 0.6 0.6 0.6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4 4 2 2 Page 19 Lanes, Volumes, Timings 2022 Future Traffic Volumes 74: Adelaide Street & Nelson Street PM Peak Hour Permitted Phases 4 4 2 2 Detector Phase 4 4 4 4 2 2 2 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 24.9 24.9 24.9 24.9 23.6 23.6 23.6 23.6 Total Split (s) 26.0 26.0 26.0 26.0 54.0 54.0 54.0 54.0 Total Split (%) 32.5% 32.5% 32.5% 32.5% 67.5% 67.5% 67.5% 67.5% Maximum Green (s) 20.1 20.1 20.1 20.1 48.4 48.4 48.4 48.4 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.6 2.6 2.6 2.6 2.3 2.3 2.3 2.3 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.9 5.9 5.9 5.9 5.6 5.6 Lead/Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None C-Max C-Max C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 12.0 12.0 12.0 12.0 8.0 8.0 8.0 8.0 Pedestrian Calls (#/hr) 2 2 2 2 2 2 2 2 Act Effct Green (s) 12.2 12.2 12.2 12.2 56.3 56.3 Actuated g/c Ratio 0.15 0.15 0.15 0.15 0.70 0.70 v/c Ratio 0.20 0.61 0.39 0.39 0.73 0.65 Control Delay 30.0 30.3 36.0 14.7 11.7 9.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 30.0 30.3 36.0 14.7 11.7 9.0 LOS C C D B B A Approach Delay 30.3 21.6 11.7 9.0 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

Lanes, Volumes, Timings 2022 Future Traffic Volumes 357: Richmond Street & Horton Street PM Peak Hour Volume (vph) 209 739 65 50 1033 52 158 191 30 196 356 236 Storage Length (m) 75.0 0.0 30.0 0.0 50.0 30.0 30.0 0.0 Storage Lanes 1 0 1 0 1 1 1 0 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 0.95 0.95 Ped Bike Factor 0.99 0.98 1.00 0.99 0.88 0.92 0.98 Frt 0.988 0.993 0.850 0.940 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1612 3358 0 1598 3443 0 1674 1779 1512 1690 3121 0 Flt Permitted 0.092 0.325 0.180 0.628 Satd. Flow (perm) 156 3358 0 533 3443 0 314 1779 1336 1028 3121 0 Satd. Flow (RTOR) 13 5 60 134 Link Speed (k/h) 50 50 50 50 Link Distance (m) 191.4 381.9 286.4 277.9 Travel Time (s) 13.8 27.5 20.6 20.0 Confl. Peds. (#/hr) 27 30 30 27 29 95 95 29 Heavy Vehicles (%) 9% 2% 9% 10% 1% 3% 5% 4% 4% 4% 2% 7% Adj. Flow (vph) 227 803 71 54 1123 57 172 208 33 213 387 257 Lane Group Flow (vph) 227 874 0 54 1180 0 172 208 33 213 644 0 Median Width(m) 3.6 3.6 3.6 3.6 Number of Detectors 1 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Left Thru Right Left Thru Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 2.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 2.0 10.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type pm+pt NA Perm NA pm+pt NA Perm Perm NA Protected Phases 5 2 6 7 4 8 Permitted Phases 2 6 6 4 4 8 Detector Phase 5 2 6 6 7 4 4 8 8 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 7.0 4.0 7.0 7.0 7.0 7.0 Page 21 Lanes, Volumes, Timings 2022 Future Traffic Volumes 357: Richmond Street & Horton Street PM Peak Hour Minimum Split (s) 9.0 27.6 27.6 27.6 8.0 38.4 38.4 38.4 38.4 Total Split (s) 15.0 72.0 57.0 57.0 8.0 48.0 48.0 40.0 40.0 Total Split (%) 12.5% 60.0% 47.5% 47.5% 6.7% 40.0% 40.0% 33.3% 33.3% Maximum Green (s) 11.0 66.4 51.4 51.4 4.0 41.6 41.6 33.6 33.6 Yellow Time (s) 3.0 3.3 3.3 3.3 3.0 3.3 3.3 3.3 3.3 All-Red Time (s) 1.0 2.3 2.3 2.3 1.0 3.1 3.1 3.1 3.1 Lost Time Adjust (s) 0.0-1.9-1.9-1.9-2.5-2.5-2.5-2.5-2.5 Total Lost Time (s) 4.0 3.7 3.7 3.7 1.5 3.9 3.9 3.9 3.9 Lead/Lag Lead Lag Lag Lead Lag Lag Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Max C-Max C-Max None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 15.0 15.0 15.0 25.0 25.0 25.0 25.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 73.0 73.3 54.4 54.4 41.5 39.1 39.1 31.1 31.1 Actuated g/c Ratio 0.61 0.61 0.45 0.45 0.35 0.33 0.33 0.26 0.26 v/c Ratio 0.83 0.43 0.22 0.75 0.95 0.36 0.07 0.80 0.71 Control Delay 50.5 13.6 31.7 35.2 86.6 31.7 2.1 48.8 23.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 50.5 13.6 31.7 35.2 86.6 31.7 2.1 48.8 23.6 LOS D B C D F C A D C Approach Delay 21.2 35.0 52.2 29.9 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

Lanes, Volumes, Timings 2022 Future Traffic Volumes 359: Wellington Street & Horton Street PM Peak Hour Volume (vph) 114 737 124 194 887 159 250 1264 121 85 1317 230 Storage Length (m) 30.0 0.0 95.0 70.0 45.0 40.0 25.0 30.0 Storage Lanes 1 0 1 1 1 1 1 1 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Ped Bike Factor 1.00 0.99 0.99 0.96 0.93 0.85 Frt 0.978 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1706 3303 0 1723 3413 1512 1723 3446 1512 1706 3446 1557 Flt Permitted 0.118 0.111 0.082 0.084 Satd. Flow (perm) 211 3303 0 200 3413 1449 149 3446 1410 151 3446 1324 Satd. Flow (RTOR) 16 155 106 106 Link Speed (k/h) 50 50 50 50 Link Distance (m) 381.9 487.9 284.9 278.6 Travel Time (s) 27.5 35.1 20.5 20.1 Confl. Peds. (#/hr) 28 38 38 28 121 49 49 121 Heavy Vehicles (%) 3% 3% 5% 2% 3% 4% 2% 2% 4% 3% 2% 1% Adj. Flow (vph) 124 801 135 211 964 173 272 1374 132 92 1432 250 Lane Group Flow (vph) 124 936 0 211 964 173 272 1374 132 92 1432 250 Median Width(m) 3.6 3.6 3.6 3.6 Number of Detectors 1 1 1 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Right Left Thru Right Left Thru Right Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 2.0 10.0 2.0 2.0 10.0 2.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 2.0 10.0 2.0 2.0 10.0 2.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 3 8 7 4 5 2 1 6 Permitted Phases 8 4 4 2 2 6 6 Detector Phase 3 8 7 4 4 5 2 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 7.0 5.0 7.0 7.0 5.0 7.0 7.0 Page 23 Lanes, Volumes, Timings 2022 Future Traffic Volumes 359: Wellington Street & Horton Street PM Peak Hour Minimum Split (s) 9.0 39.8 9.0 39.8 39.8 9.0 37.2 37.2 9.0 37.2 37.2 Total Split (s) 11.0 41.0 13.0 43.0 43.0 12.0 54.0 54.0 12.0 54.0 54.0 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) 7.0 34.3 9.0 36.3 36.3 8.0 47.8 47.8 8.0 47.8 47.8 Yellow Time (s) 3.0 3.3 3.0 3.3 3.3 3.0 3.3 3.3 3.0 3.3 3.3 All-Red Time (s) 1.0 3.4 1.0 3.4 3.4 1.0 2.9 2.9 1.0 2.9 2.9 Lost Time Adjust (s) 0.0-2.8 0.0-2.8-2.8 0.0-2.2-2.2 0.0-2.2-2.2 Total Lost Time (s) 4.0 3.9 4.0 3.9 3.9 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 26.0 26.0 26.0 24.0 24.0 24.0 24.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 43.7 36.8 47.7 38.8 38.8 59.0 50.7 50.7 57.6 50.0 50.0 Actuated g/c Ratio 0.36 0.31 0.40 0.32 0.32 0.49 0.42 0.42 0.48 0.42 0.42 v/c Ratio 0.76 0.91 1.09 0.87 0.30 1.50 0.94 0.20 0.54 1.00 0.41 Control Delay 55.0 43.5 116.9 49.2 10.6 278.1 36.8 4.8 33.3 35.6 4.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 55.0 43.5 116.9 49.2 10.6 278.1 36.8 4.8 33.3 35.6 4.6 LOS D D F D B F D A C D A Approach Delay 44.8 54.8 71.4 31.1 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

Lanes, Volumes, Timings 2022 Future Traffic Volumes 360: Maitland Street & Horton Street PM Peak Hour Volume (vph) 24 807 10 6 762 10 15 7 30 10 18 56 Storage Length (m) 30.0 0.0 30.0 0.0 30.0 0.0 30.0 0.0 Storage Lanes 0 0 0 0 0 0 0 0 Lane Util. Factor 0.95 0.95 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 1.00 0.97 0.96 Frt 0.998 0.998 0.922 0.910 Flt Protected 0.999 0.986 0.994 Satd. Flow (prot) 0 3398 0 0 3397 0 0 1592 0 0 1568 0 Flt Permitted 0.910 0.948 0.829 0.967 Satd. Flow (perm) 0 3093 0 0 3219 0 0 1328 0 0 1522 0 Satd. Flow (RTOR) 2 2 33 61 Link Speed (k/h) 50 50 50 50 Link Distance (m) 243.7 87.0 140.0 277.7 Travel Time (s) 17.5 6.3 10.1 20.0 Confl. Peds. (#/hr) 22 26 26 22 18 11 11 18 Heavy Vehicles (%) 0% 3% 7% 6% 3% 10% 0% 25% 0% 7% 8% 1% Adj. Flow (vph) 26 877 11 7 828 11 16 8 33 11 20 61 Lane Group Flow (vph) 0 914 0 0 846 0 0 57 0 0 92 0 Median Width(m) 3.6 3.6 0.0 0.0 Number of Detectors 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 2 6 4 8 Permitted Phases 2 6 4 8 Detector Phase 2 2 6 6 4 4 8 8 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Page 25 Lanes, Volumes, Timings 2022 Future Traffic Volumes 360: Maitland Street & Horton Street PM Peak Hour Minimum Split (s) 18.6 18.6 18.6 18.6 22.6 22.6 22.6 22.6 Total Split (s) 87.0 87.0 87.0 87.0 33.0 33.0 33.0 33.0 Total Split (%) 72.5% 72.5% 72.5% 72.5% 27.5% 27.5% 27.5% 27.5% Maximum Green (s) 81.4 81.4 81.4 81.4 27.4 27.4 27.4 27.4 Yellow Time (s) 3.3 3.3 3.3 3.3 3.4 3.4 3.4 3.4 All-Red Time (s) 2.3 2.3 2.3 2.3 2.2 2.2 2.2 2.2 Lost Time Adjust (s) -1.1-1.1-1.5-1.5 Total Lost Time (s) 4.5 4.5 4.1 4.1 Lead/Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode C-Max C-Max Max Max None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 6.0 6.0 6.0 6.0 10.0 10.0 10.0 10.0 Pedestrian Calls (#/hr) 5 5 5 5 5 5 5 5 Act Effct Green (s) 100.1 100.1 11.3 11.3 Actuated g/c Ratio 0.83 0.83 0.09 0.09 v/c Ratio 0.35 0.32 0.37 0.46 Control Delay 1.6 2.8 31.9 26.9 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 1.6 2.8 31.9 26.9 LOS A A C C Approach Delay 1.6 2.8 31.9 26.9 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

Lanes, Volumes, Timings 2022 Future Traffic Volumes 361: Colborne Street & Horton Street PM Peak Hour Volume (vph) 240 522 91 58 666 65 77 223 53 189 356 288 Storage Length (m) 150.0 0.0 30.0 0.0 30.0 30.0 45.0 40.0 Storage Lanes 1 0 1 0 1 1 1 1 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 Ped Bike Factor 0.99 0.98 1.00 0.99 0.99 0.99 0.97 Frt 0.978 0.987 0.971 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1740 3379 0 1758 3428 0 1758 3366 0 1740 1850 1557 Flt Permitted 0.244 0.399 0.238 0.501 Satd. Flow (perm) 447 3379 0 726 3428 0 437 3366 0 907 1850 1505 Satd. Flow (RTOR) 26 9 29 250 Link Speed (k/h) 50 50 50 50 Link Distance (m) 487.9 243.7 138.3 278.0 Travel Time (s) 35.1 17.5 10.0 20.0 Confl. Peds. (#/hr) 14 16 16 14 15 13 13 15 Heavy Vehicles (%) 1% 1% 0% 0% 1% 0% 0% 1% 0% 1% 0% 1% Adj. Flow (vph) 261 567 99 63 724 71 84 242 58 205 387 313 Lane Group Flow (vph) 261 666 0 63 795 0 84 300 0 205 387 313 Median Width(m) 3.6 3.6 3.6 3.6 Number of Detectors 1 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Left Thru Left Thru Right Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 2.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 2.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type pm+pt NA Perm NA Perm NA Perm NA Perm Protected Phases 5 2 6 4 8 Permitted Phases 2 6 4 8 8 Detector Phase 5 2 6 6 4 4 8 8 8 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Page 27 Lanes, Volumes, Timings 2022 Future Traffic Volumes 361: Colborne Street & Horton Street PM Peak Hour Minimum Split (s) 9.0 29.7 29.7 29.7 31.0 31.0 31.0 31.0 31.0 Total Split (s) 26.0 69.0 43.0 43.0 51.0 51.0 51.0 51.0 51.0 Total Split (%) 21.7% 57.5% 35.8% 35.8% 42.5% 42.5% 42.5% 42.5% 42.5% Maximum Green (s) 22.0 63.3 37.3 37.3 45.0 45.0 45.0 45.0 45.0 Yellow Time (s) 3.0 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 1.0 2.4 2.4 2.4 2.7 2.7 2.7 2.7 2.7 Lost Time Adjust (s) 0.0-1.7-1.7-1.7-2.0-2.0-2.0-2.0-2.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Max C-Max C-Max None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 17.0 17.0 17.0 18.0 18.0 18.0 18.0 18.0 Pedestrian Calls (#/hr) 5 5 5 5 5 5 5 5 Act Effct Green (s) 77.1 77.1 58.7 58.7 34.9 34.9 34.9 34.9 34.9 Actuated g/c Ratio 0.64 0.64 0.49 0.49 0.29 0.29 0.29 0.29 0.29 v/c Ratio 0.59 0.31 0.18 0.47 0.66 0.30 0.78 0.72 0.51 Control Delay 19.0 3.0 22.8 22.4 60.3 29.1 66.9 56.9 21.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 19.0 3.0 22.8 22.4 60.3 29.1 66.9 56.9 21.5 LOS B A C C E C E E C Approach Delay 7.5 22.5 35.9 46.9 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

Lanes, Volumes, Timings 2022 Future Traffic Volumes 369: Wellington Street & Grey Street PM Peak Hour Volume (vph) 0 0 0 426 131 116 23 1477 0 0 1764 33 Storage Length (m) 0.0 0.0 45.0 45.0 35.0 0.0 0.0 5.0 Storage Lanes 0 0 1 1 1 0 0 1 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Ped Bike Factor 0.99 1.00 0.97 0.88 Frt 0.850 0.850 Flt Protected 0.950 0.976 0.950 Satd. Flow (prot) 0 0 0 1670 1681 1470 1583 3446 0 0 3446 1512 Flt Permitted 0.950 0.976 0.054 Satd. Flow (perm) 0 0 0 1660 1676 1431 90 3446 0 0 3446 1331 Satd. Flow (RTOR) 38 27 Link Speed (k/h) 50 50 50 50 Link Distance (m) 186.1 186.3 145.3 284.9 Travel Time (s) 13.4 13.4 10.5 20.5 Confl. Peds. (#/hr) 12 5 5 12 34 21 21 34 Heavy Vehicles (%) 0% 0% 0% 0% 4% 7% 11% 2% 0% 0% 2% 4% Adj. Flow (vph) 0 0 0 463 142 126 25 1605 0 0 1917 36 29% Lane Group Flow (vph) 0 0 0 329 276 126 25 1605 0 0 1917 36 Median Width(m) 3.6 3.6 3.6 3.6 Number of Detectors 1 1 1 1 1 1 1 Detector Template Left Thru Right Left Thru Thru Right Leading Detector (m) 2.0 10.0 2.0 2.0 10.0 10.0 2.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 2.0 10.0 10.0 2.0 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm Perm NA NA Perm Protected Phases 4 2 6 Permitted Phases 4 4 2 6 Detector Phase 4 4 4 2 2 6 6 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Page 29 Lanes, Volumes, Timings 2022 Future Traffic Volumes 369: Wellington Street & Grey Street PM Peak Hour Minimum Split (s) 36.0 36.0 36.0 28.7 28.7 28.7 28.7 Total Split (s) 37.0 37.0 37.0 83.0 83.0 83.0 83.0 Total Split (%) 30.8% 30.8% 30.8% 69.2% 69.2% 69.2% 69.2% Maximum Green (s) 31.0 31.0 31.0 77.3 77.3 77.3 77.3 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.7 2.7 2.7 2.4 2.4 2.4 2.4 Lost Time Adjust (s) -2.3-2.3 0.0-1.9-1.9-1.9-1.9 Total Lost Time (s) 3.7 3.7 6.0 3.8 3.8 3.8 3.8 Lead/Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None C-Max C-Max C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 23.0 23.0 23.0 16.0 16.0 13.0 13.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 29.6 29.6 27.3 82.9 82.9 82.9 82.9 Actuated g/c Ratio 0.25 0.25 0.23 0.69 0.69 0.69 0.69 v/c Ratio 0.80 0.67 0.35 0.40 0.67 0.81 0.04 Control Delay 57.6 48.7 28.7 33.6 13.2 11.8 1.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 57.6 48.7 28.7 33.6 13.2 11.8 1.8 LOS E D C C B B A Approach Delay 49.3 13.5 11.6 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

Lanes, Volumes, Timings 2022 Future Traffic Volumes 374: Adelaide Street & Hamilton Road PM Peak Hour Volume (vph) 62 608 117 176 641 146 65 1050 71 269 1231 42 Storage Length (m) 45.0 0.0 35.0 0.0 35.0 0.0 30.0 0.0 Storage Lanes 1 0 1 0 1 0 1 0 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 Ped Bike Factor 0.98 0.99 1.00 0.98 1.00 1.00 1.00 Frt 0.976 0.972 0.991 0.995 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1723 3352 0 1740 3252 0 1740 3438 0 1740 3422 0 Flt Permitted 0.278 0.135 0.118 0.094 Satd. Flow (perm) 493 3352 0 246 3252 0 216 3438 0 172 3422 0 Satd. Flow (RTOR) 19 28 6 4 Link Speed (k/h) 50 50 50 50 Link Distance (m) 222.7 263.8 51.8 458.1 Travel Time (s) 16.0 19.0 3.7 33.0 Confl. Peds. (#/hr) 57 20 20 57 19 31 31 19 Heavy Vehicles (%) 2% 2% 0% 1% 4% 0% 1% 1% 0% 1% 2% 4% Adj. Flow (vph) 67 661 127 191 697 159 71 1141 77 292 1338 46 Lane Group Flow (vph) 67 788 0 191 856 0 71 1218 0 292 1384 0 Median Width(m) 3.6 3.6 3.6 3.6 Number of Detectors 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Perm NA pm+pt NA Perm NA pm+pt NA Protected Phases 6 5 2 8 7 4 Permitted Phases 6 2 8 4 Detector Phase 6 6 5 2 8 8 7 4 Switch Phase Minimum Initial (s) 7.0 7.0 5.0 7.0 7.0 7.0 5.0 7.0 Page 31 Lanes, Volumes, Timings 2022 Future Traffic Volumes 374: Adelaide Street & Hamilton Road PM Peak Hour Minimum Split (s) 31.3 31.3 9.0 31.3 28.5 28.5 9.0 28.5 Total Split (s) 42.0 42.0 13.0 55.0 45.0 45.0 20.0 65.0 Total Split (%) 35.0% 35.0% 10.8% 45.8% 37.5% 37.5% 16.7% 54.2% Maximum Green (s) 35.7 35.7 9.0 48.7 38.5 38.5 16.0 58.5 Yellow Time (s) 3.3 3.3 3.0 3.3 3.4 3.4 3.0 3.4 All-Red Time (s) 3.0 3.0 1.0 3.0 3.1 3.1 1.0 3.1 Lost Time Adjust (s) -2.3-2.3 0.0-2.3-2.4-2.4 0.0-2.4 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.1 4.1 4.0 4.1 Lead/Lag Lag Lag Lead Lag Lag Lead Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode C-Max C-Max None C-Max Max Max None Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 18.0 18.0 18.0 15.0 15.0 15.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 Act Effct Green (s) 38.0 38.0 51.0 51.0 40.9 40.9 61.0 60.9 Actuated g/c Ratio 0.32 0.32 0.42 0.42 0.34 0.34 0.51 0.51 v/c Ratio 0.43 0.73 0.88 0.61 0.97 1.04 0.99 0.80 Control Delay 42.9 40.4 63.2 28.2 140.6 75.0 81.6 28.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 42.9 40.4 63.2 28.2 140.6 75.0 81.6 28.7 LOS D D E C F E F C Approach Delay 40.6 34.6 78.6 37.9 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

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) 0 0 128 1530 1410 104 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 0 0 139 1663 1533 113 Pedestrians 22 1 Lane Width (m) 0.0 3.6 Walking Speed (m/s) 1.2 1.2 Percent Blockage 0 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 58 px, platoon unblocked 0.74 0.74 0.74 vc, conflicting volume 2721 846 1668 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 2623 87 1198 tc, single (s) 6.8 6.9 4.1 tc, 2 stage (s) tf (s) 3.5 3.3 2.2 p0 queue free % 100 100 67 cm capacity (veh/h) 10 705 428 Direction, Lane # NB 1 NB 2 SB 1 SB 2 Volume Total 693 1109 1022 624 Volume Left 139 0 0 0 Volume Right 0 0 0 113 csh 428 1700 1700 1700 Volume to Capacity 0.33 0.65 0.60 0.37 Queue Length 95th (m) 11.1 0.0 0.0 0.0 Control Delay (s) 10.2 0.0 0.0 0.0 Lane LOS B Approach Delay (s) 3.9 0.0 Approach LOS Average Delay 2.1 Intersection Capacity Utilization 104.5% ICU Level of Service G @ 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) 0 0 0 8 161 58 33 170 0 0 88 65 Storage Length (m) 0.0 0.0 0.0 15.0 30.0 0.0 0.0 0.0 Storage Lanes 0 0 0 1 1 0 0 0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 0.97 0.99 0.98 Frt 0.850 0.943 Flt Protected 0.998 0.950 Satd. Flow (prot) 0 0 0 0 1810 1542 1723 1814 0 0 1685 0 Flt Permitted 0.998 0.651 Satd. Flow (perm) 0 0 0 0 1809 1489 1166 1814 0 0 1685 0 Satd. Flow (RTOR) 63 71 Link Speed (k/h) 50 50 50 50 Link Distance (m) 489.2 240.5 301.0 282.4 Travel Time (s) 35.2 17.3 21.7 20.3 Confl. Peds. (#/hr) 8 4 4 8 8 8 8 8 Adj. Flow (vph) 0 0 0 9 175 63 36 185 0 0 96 71 Lane Group Flow (vph) 0 0 0 0 184 63 36 185 0 0 167 0 Median Width(m) 3.6 3.6 3.6 3.6 Turning Speed (k/h) 25 15 25 15 25 15 25 15 Number of Detectors 1 2 1 1 2 2 Detector Template Left Thru Right Left Thru Thru Leading Detector (m) 2.0 10.0 2.0 2.0 10.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 0.6 2.0 2.0 0.6 0.6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(m) 9.4 9.4 9.4 Detector 2 Size(m) 0.6 0.6 0.6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 Turn Type Perm NA Perm Perm NA NA Protected Phases 2 4 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 Background Traffic Volumes 29: Colborne Street & Grey Street AM Peak Hour Permitted Phases 2 2 4 Detector Phase 2 2 2 4 4 4 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 23.7 23.7 23.7 23.2 23.2 23.2 Total Split (s) 23.7 23.7 23.7 23.2 23.2 23.2 Total Split (%) 50.5% 50.5% 50.5% 49.5% 49.5% 49.5% Maximum Green (s) 18.0 18.0 18.0 18.0 18.0 18.0 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.4 2.4 2.4 1.9 1.9 1.9 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.7 5.7 5.2 5.2 5.2 Lead/Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode Max Max Max None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 6.0 6.0 6.0 5.0 5.0 5.0 Pedestrian Calls (#/hr) 4 4 4 4 4 4 Act Effct Green (s) 22.2 22.2 9.5 9.5 9.5 Actuated g/c Ratio 0.57 0.57 0.24 0.24 0.24 v/c Ratio 0.18 0.07 0.13 0.42 0.36 Control Delay 7.3 2.9 12.0 15.2 9.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 7.3 2.9 12.0 15.2 9.7 LOS A A B B A Approach Delay 6.2 14.6 9.7 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 Street @ 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) 1 81 14 6 68 15 6 11 5 20 18 6 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Hourly flow rate (vph) 1 88 15 7 74 16 7 12 5 22 20 7 Pedestrians 2 4 5 6 Lane Width (m) 3.6 3.6 3.6 3.6 Walking Speed (m/s) 1.2 1.2 1.2 1.2 Percent Blockage 0 0 0 1 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked vc, conflicting volume 96 108 216 212 105 214 212 90 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 96 108 216 212 105 214 212 90 tc, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tc, 2 stage (s) tf (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 100 100 99 98 99 97 97 99 cm capacity (veh/h) 1490 1476 707 676 943 714 676 961 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 104 97 24 48 Volume Left 1 7 7 22 Volume Right 15 16 5 7 csh 1490 1476 732 723 Volume to Capacity 0.00 0.00 0.03 0.07 Queue Length 95th (m) 0.0 0.1 0.8 1.7 Control Delay (s) 0.1 0.5 10.1 10.3 Lane LOS A A B B Approach Delay (s) 0.1 0.5 10.1 10.3 Approach LOS B B Average Delay 2.9 Intersection Capacity Utilization 21.0% ICU Level of Service A @ 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 Background Traffic Volumes 41: Adelaide Street & Nelson Street AM Peak Hour Volume (vph) 25 31 59 68 39 30 55 1206 33 15 978 33 Storage Length (m) 35.0 0.0 25.0 0.0 0.0 0.0 0.0 0.0 Storage Lanes 1 0 1 0 0 0 0 0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 0.95 0.95 0.95 Ped Bike Factor 0.99 0.98 0.98 0.99 1.00 1.00 Frt 0.902 0.934 0.996 0.995 Flt Protected 0.950 0.950 0.998 0.999 Satd. Flow (prot) 1723 1603 0 1723 1678 0 0 3420 0 0 3422 0 Flt Permitted 0.708 0.694 0.839 0.923 Satd. Flow (perm) 1272 1603 0 1238 1678 0 0 2875 0 0 3162 0 Satd. Flow (RTOR) 64 33 6 7 Link Speed (k/h) 50 50 50 50 Link Distance (m) 416.9 103.1 181.0 139.8 Travel Time (s) 30.0 7.4 13.0 10.1 Confl. Peds. (#/hr) 8 15 15 8 4 16 16 4 Adj. Flow (vph) 27 34 64 74 42 33 60 1311 36 16 1063 36 Lane Group Flow (vph) 27 98 0 74 75 0 0 1407 0 0 1115 0 Median Width(m) 3.6 3.6 0.0 0.0 Turning Speed (k/h) 25 15 25 15 25 15 25 15 Number of Detectors 1 2 1 2 1 2 1 2 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 0.6 2.0 0.6 2.0 0.6 2.0 0.6 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(m) 9.4 9.4 9.4 9.4 Detector 2 Size(m) 0.6 0.6 0.6 0.6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4 4 2 2 @ 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 4 4 2 2 Detector Phase 4 4 4 4 2 2 2 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 24.9 24.9 24.9 24.9 23.6 23.6 23.6 23.6 Total Split (s) 26.0 26.0 26.0 26.0 54.0 54.0 54.0 54.0 Total Split (%) 32.5% 32.5% 32.5% 32.5% 67.5% 67.5% 67.5% 67.5% Maximum Green (s) 20.1 20.1 20.1 20.1 48.4 48.4 48.4 48.4 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.6 2.6 2.6 2.6 2.3 2.3 2.3 2.3 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.9 5.9 5.9 5.9 5.6 5.6 Lead/Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None C-Max C-Max C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 12.0 12.0 12.0 12.0 8.0 8.0 8.0 8.0 Pedestrian Calls (#/hr) 5 5 5 5 5 5 5 5 Act Effct Green (s) 11.3 11.3 11.3 11.3 60.9 60.9 Actuated g/c Ratio 0.14 0.14 0.14 0.14 0.76 0.76 v/c Ratio 0.15 0.35 0.43 0.28 0.64 0.46 Control Delay 29.6 16.0 37.3 20.8 8.6 6.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 29.6 16.0 37.3 20.8 8.6 6.0 LOS C B D C A A Approach Delay 18.9 29.0 8.6 6.0 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 Street @ 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 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) 121 108 66 0 0 0 0 68 3 24 66 0 Hourly flow rate (vph) 132 117 72 0 0 0 0 74 3 26 72 0 Direction, Lane # EB 1 NB 1 SB 1 Volume Total (vph) 321 77 98 Volume Left (vph) 132 0 26 Volume Right (vph) 72 3 0 Hadj (s) -0.02 0.01 0.09 Departure Headway (s) 4.3 4.8 4.8 Degree Utilization, x 0.38 0.10 0.13 Capacity (veh/h) 800 698 689 Control Delay (s) 10.0 8.3 8.6 Approach Delay (s) 10.0 8.3 8.6 Approach LOS A A A Delay 9.5 Level of Service A Intersection Capacity Utilization 42.6% ICU Level of Service A @ 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) 48 36 0 1338 969 0 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 52 39 0 1454 1053 0 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) 140 358 px, platoon unblocked 0.81 vc, conflicting volume 1784 531 1057 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 1507 531 1057 tc, single (s) 6.8 6.9 4.1 tc, 2 stage (s) tf (s) 3.5 3.3 2.2 p0 queue free % 42 92 100 cm capacity (veh/h) 91 491 652 Direction, Lane # EB 1 NB 1 NB 2 SB 1 SB 2 Volume Total 91 727 727 527 527 Volume Left 52 0 0 0 0 Volume Right 39 0 0 0 0 csh 139 1700 1700 1700 1700 Volume to Capacity 0.66 0.43 0.43 0.31 0.31 Queue Length 95th (m) 28.6 0.0 0.0 0.0 0.0 Control Delay (s) 70.1 0.0 0.0 0.0 0.0 Lane LOS F Approach Delay (s) 70.1 0.0 0.0 Approach LOS F Average Delay 2.5 Intersection Capacity Utilization 49.6% ICU Level of Service A @ 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 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) 31 119 0 0 0 0 0 13 13 14 1 0 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Hourly flow rate (vph) 34 129 0 0 0 0 0 14 14 15 1 0 Pedestrians 3 4 3 Lane Width (m) 3.6 3.6 3.6 Walking Speed (m/s) 1.2 1.2 1.2 Percent Blockage 0 0 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked vc, conflicting volume 3 133 204 204 133 221 204 6 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 3 133 204 204 133 221 204 6 tc, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tc, 2 stage (s) tf (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 98 100 100 98 98 98 100 100 cm capacity (veh/h) 1615 1447 733 674 913 696 674 1071 Direction, Lane # EB 1 NB 1 SB 1 Volume Total 163 28 16 Volume Left 34 0 15 Volume Right 0 14 0 csh 1615 776 694 Volume to Capacity 0.02 0.04 0.02 Queue Length 95th (m) 0.5 0.9 0.6 Control Delay (s) 1.6 9.8 10.3 Lane LOS A A B Approach Delay (s) 1.6 9.8 10.3 Approach LOS A B Average Delay 3.4 Intersection Capacity Utilization 29.6% ICU Level of Service A @ 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) 5 0 1 26 0 76 7 672 0 0 173 22 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Hourly flow rate (vph) 5 0 1 28 0 83 8 730 0 0 188 24 Pedestrians 22 23 5 3 Lane Width (m) 3.6 3.6 3.6 3.6 Walking Speed (m/s) 1.2 1.2 1.2 1.2 Percent Blockage 2 2 0 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 288 px, platoon unblocked vc, conflicting volume 1053 991 227 975 1003 756 234 753 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 1053 991 227 975 1003 756 234 753 tc, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tc, 2 stage (s) tf (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 96 100 100 87 100 79 99 100 cm capacity (veh/h) 153 236 794 218 232 399 1309 840 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 7 111 738 212 Volume Left 5 28 8 0 Volume Right 1 83 0 24 csh 177 329 1309 1700 Volume to Capacity 0.04 0.34 0.01 0.12 Queue Length 95th (m) 0.9 11.6 0.1 0.0 Control Delay (s) 26.1 21.4 0.2 0.0 Lane LOS D C A Approach Delay (s) 26.1 21.4 0.2 0.0 Approach LOS D C Average Delay 2.5 Intersection Capacity Utilization 55.6% ICU Level of Service B @ 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 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) 0 0 0 1 204 13 30 29 0 0 10 9 Hourly flow rate (vph) 0 0 0 1 222 14 33 32 0 0 11 10 Direction, Lane # WB 1 NB 1 SB 1 Volume Total (vph) 237 64 21 Volume Left (vph) 1 33 0 Volume Right (vph) 14 0 10 Hadj (s) 0.00 0.14-0.25 Departure Headway (s) 4.1 4.6 4.3 Degree Utilization, x 0.27 0.08 0.02 Capacity (veh/h) 860 741 786 Control Delay (s) 8.6 8.0 7.4 Approach Delay (s) 8.6 8.0 7.4 Approach LOS A A A Delay 8.4 Level of Service A Intersection Capacity Utilization 30.3% ICU Level of Service A @ 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) 0 0 8 0 0 0 10 2126 312 129 1191 12 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Hourly flow rate (vph) 0 0 9 0 0 0 11 2311 339 140 1295 13 Pedestrians 26 10 Lane Width (m) 3.6 0.0 Walking Speed (m/s) 1.2 1.2 Percent Blockage 2 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 304 px, platoon unblocked 0.87 0.87 0.87 0.87 0.87 0.87 vc, conflicting volume 2785 4289 680 3449 4126 1335 1334 2660 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 2752 4485 328 3517 4297 1335 1081 2660 tc, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tc, 2 stage (s) tf (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 100 100 98 100 100 100 98 9 cm capacity (veh/h) 2 0 567 0 0 144 544 155 Direction, Lane # EB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total 9 11 1541 1109 140 863 445 Volume Left 0 11 0 0 140 0 0 Volume Right 9 0 0 339 0 0 13 csh 567 544 1700 1700 155 1700 1700 Volume to Capacity 0.02 0.02 0.91 0.65 0.91 0.51 0.26 Queue Length 95th (m) 0.4 0.5 0.0 0.0 51.1 0.0 0.0 Control Delay (s) 11.4 11.7 0.0 0.0 106.6 0.0 0.0 Lane LOS B B F Approach Delay (s) 11.4 0.0 10.3 Approach LOS B Average Delay 3.7 Intersection Capacity Utilization 91.4% ICU Level of Service F @ 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 Background Traffic Volumes 357: Richmond Street & Horton Street AM Peak Hour Volume (vph) 513 1000 76 16 494 110 101 418 46 89 145 56 Storage Length (m) 75.0 0.0 30.0 0.0 50.0 35.0 30.0 0.0 Storage Lanes 1 0 1 0 1 1 1 0 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 0.95 0.95 Ped Bike Factor 0.99 0.99 0.98 0.99 0.97 0.89 0.96 0.98 Frt 0.989 0.973 0.850 0.958 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1674 3322 0 1612 3229 0 1706 1814 1498 1583 3078 0 Flt Permitted 0.173 0.242 0.600 0.197 Satd. Flow (perm) 303 3322 0 403 3229 0 1043 1814 1338 316 3078 0 Satd. Flow (RTOR) 13 27 72 61 Link Speed (k/h) 48 48 50 50 Link Distance (m) 191.4 381.9 288.0 277.9 Travel Time (s) 14.4 28.6 20.7 20.0 Confl. Peds. (#/hr) 20 40 40 20 47 103 103 47 Heavy Vehicles (%) 5% 3% 15% 9% 5% 6% 3% 2% 5% 11% 3% 20% Adj. Flow (vph) 558 1087 83 17 537 120 110 454 50 97 158 61 Lane Group Flow (vph) 558 1170 0 17 657 0 110 454 50 97 219 0 Median Width(m) 3.6 3.6 3.6 3.6 Number of Detectors 1 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Left Thru Right Left Thru Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 2.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 2.0 10.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type pm+pt NA Perm NA Perm NA Perm Perm NA Protected Phases 5 2 6 4 8 Permitted Phases 2 6 4 4 8 Detector Phase 5 2 6 6 4 4 4 8 8 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 @ 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) 9.0 27.6 27.6 27.6 38.4 38.4 38.4 38.4 38.4 Total Split (s) 28.0 60.0 32.0 32.0 40.0 40.0 40.0 40.0 40.0 Total Split (%) 28.0% 60.0% 32.0% 32.0% 40.0% 40.0% 40.0% 40.0% 40.0% Maximum Green (s) 24.0 54.4 26.4 26.4 33.6 33.6 33.6 33.6 33.6 Yellow Time (s) 3.0 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 1.0 2.3 2.3 2.3 3.1 3.1 3.1 3.1 3.1 Lost Time Adjust (s) 0.0-1.9-1.9-1.9-2.5-2.5-2.5-2.5-2.5 Total Lost Time (s) 4.0 3.7 3.7 3.7 3.9 3.9 3.9 3.9 3.9 Lead/Lag Lead Lag Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Max C-Max C-Max None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 15.0 15.0 15.0 25.0 25.0 25.0 25.0 25.0 Pedestrian Calls (#/hr) 8 8 8 8 8 8 8 8 Act Effct Green (s) 60.5 60.8 28.3 28.3 31.6 31.6 31.6 31.6 31.6 Actuated g/c Ratio 0.60 0.61 0.28 0.28 0.32 0.32 0.32 0.32 0.32 v/c Ratio 0.97 0.58 0.15 0.70 0.33 0.79 0.11 0.97 0.22 Control Delay 67.0 8.5 36.9 42.8 28.0 41.7 3.1 123.0 21.1 Queue Delay 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 67.0 8.6 36.9 42.8 28.0 41.7 3.1 123.0 21.1 LOS E A D D C D A F C Approach Delay 27.4 42.7 36.1 52.4 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 Street @ 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 Background Traffic Volumes 359: Wellington Street & Horton Street AM Peak Hour Volume (vph) 271 730 61 139 636 215 170 1584 46 69 859 134 Lane Width (m) 3.6 3.6 3.6 3.6 3.7 3.6 3.6 3.6 3.6 3.6 3.6 3.6 Storage Length (m) 30.0 0.0 75.0 70.0 45.0 40.0 25.0 30.0 Storage Lanes 1 0 1 1 1 1 1 1 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Ped Bike Factor 0.99 1.00 0.99 0.97 0.98 0.96 1.00 0.90 Frt 0.988 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1740 3334 0 1658 3353 1527 1674 3413 1367 1690 3413 1512 Flt Permitted 0.195 0.143 0.112 0.126 Satd. Flow (perm) 355 3334 0 247 3353 1481 194 3413 1309 224 3413 1361 Satd. Flow (RTOR) 10 165 128 128 Link Speed (k/h) 48 48 50 50 Link Distance (m) 381.9 487.9 283.3 278.6 Travel Time (s) 28.6 36.6 20.4 20.1 Confl. Peds. (#/hr) 20 40 40 20 93 32 32 93 Heavy Vehicles (%) 1% 4% 1% 6% 6% 3% 5% 3% 15% 4% 3% 4% Adj. Flow (vph) 295 793 66 151 691 234 185 1722 50 75 934 146 Lane Group Flow (vph) 295 859 0 151 691 234 185 1722 50 75 934 146 Median Width(m) 3.6 3.6 3.6 3.6 Headway Factor 1.04 1.04 1.04 1.04 1.02 1.04 1.04 1.04 1.04 1.04 1.04 1.04 Number of Detectors 1 1 1 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Right Left Thru Right Left Thru Right Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 2.0 10.0 2.0 2.0 10.0 2.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 2.0 10.0 2.0 2.0 10.0 2.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 3 8 7 4 5 2 1 6 Permitted Phases 8 4 4 2 2 6 6 Detector Phase 3 8 7 4 4 5 2 2 1 6 6 Switch Phase @ 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) 5.0 7.0 5.0 7.0 7.0 5.0 7.0 7.0 5.0 1.0 1.0 Minimum Split (s) 9.0 39.8 9.0 39.8 39.8 9.0 37.2 37.2 9.0 37.2 37.2 Total Split (s) 12.0 42.0 10.0 40.0 40.0 10.8 38.0 38.0 10.0 37.2 37.2 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) 8.0 35.3 6.0 33.3 33.3 6.8 31.8 31.8 6.0 31.0 31.0 Yellow Time (s) 3.0 3.3 3.0 3.3 3.3 3.0 3.3 3.3 3.0 3.3 3.3 All-Red Time (s) 1.0 3.4 1.0 3.4 3.4 1.0 2.9 2.9 1.0 2.9 2.9 Lost Time Adjust (s) 0.0-2.8 0.0-2.8-2.8 0.0-2.2-2.2 0.0-2.2-2.2 Total Lost Time (s) 4.0 3.9 4.0 3.9 3.9 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 26.0 26.0 26.0 24.0 24.0 24.0 24.0 Pedestrian Calls (#/hr) 10 10 10 10 10 10 10 Act Effct Green (s) 41.6 33.7 37.6 31.7 31.7 46.9 39.7 39.7 40.7 34.0 34.0 Actuated g/c Ratio 0.42 0.34 0.38 0.32 0.32 0.47 0.40 0.40 0.41 0.34 0.34 v/c Ratio 1.14 0.76 0.85 0.65 0.40 0.76 1.27 0.08 0.40 0.81 0.27 Control Delay 116.4 19.0 67.3 41.2 18.8 42.3 152.2 0.9 30.1 40.4 14.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 116.4 19.0 67.3 41.2 18.8 42.3 152.2 0.9 30.1 40.4 14.1 LOS F B E D B D F A C D B Approach Delay 43.9 40.0 137.9 36.4 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 Street @ 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 Background Traffic Volumes 360: Maitland Street & Horton Street AM Peak Hour Volume (vph) 66 508 6 4 766 1 1 11 15 5 6 20 Lane Util. Factor 0.95 0.95 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 1.00 0.98 0.98 Frt 0.998 0.926 0.913 Flt Protected 0.994 0.998 0.993 Satd. Flow (prot) 0 3358 0 0 3314 0 0 1480 0 0 1387 0 Flt Permitted 0.769 0.953 0.989 0.949 Satd. Flow (perm) 0 2597 0 0 3158 0 0 1466 0 0 1322 0 Satd. Flow (RTOR) 2 16 22 Link Speed (k/h) 48 48 50 50 Link Distance (m) 243.7 87.0 281.0 277.7 Travel Time (s) 18.3 6.5 20.2 20.0 Confl. Peds. (#/hr) 5 3 3 5 7 11 11 7 Heavy Vehicles (%) 1% 4% 17% 14% 6% 25% 0% 10% 17% 8% 8% 25% Adj. Flow (vph) 72 552 7 4 833 1 1 12 16 5 7 22 Lane Group Flow (vph) 0 631 0 0 838 0 0 29 0 0 34 0 Median Width(m) 3.6 3.6 0.0 0.0 Number of Detectors 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 2 6 4 8 Permitted Phases 2 6 4 8 Detector Phase 2 2 6 6 4 4 8 8 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 18.6 18.6 18.6 18.6 23.5 23.5 23.5 23.5 Total Split (s) 73.0 73.0 73.0 73.0 27.0 27.0 27.0 27.0 Total Split (%) 73.0% 73.0% 73.0% 73.0% 27.0% 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) 67.4 67.4 67.4 67.4 21.5 21.5 21.5 21.5 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.3 2.3 2.3 2.3 2.2 2.2 2.2 2.2 Lost Time Adjust (s) -1.1-1.1-1.5-1.5 Total Lost Time (s) 4.5 4.5 4.0 4.0 Lead/Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode C-Max C-Max Max Max None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 6.0 6.0 6.0 6.0 10.0 10.0 10.0 10.0 Pedestrian Calls (#/hr) 3 3 3 3 3 3 3 3 Act Effct Green (s) 87.7 87.7 10.6 10.6 Actuated g/c Ratio 0.88 0.88 0.11 0.11 v/c Ratio 0.28 0.30 0.17 0.21 Control Delay 7.2 7.6 25.6 19.6 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 7.2 7.6 25.6 19.6 LOS A A C B Approach Delay 7.2 7.6 25.6 19.6 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 Street @ 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 Background Traffic Volumes 361: Colborne Street & Horton Street AM Peak Hour Volume (vph) 366 441 18 9 536 128 50 240 9 66 220 190 Storage Length (m) 60.0 0.0 30.0 0.0 30.0 30.0 45.0 40.0 Storage Lanes 1 0 1 0 1 1 1 1 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 Ped Bike Factor 1.00 1.00 1.00 1.00 0.99 1.00 0.98 0.97 Frt 0.994 0.971 0.994 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1723 3425 0 1758 3364 0 1758 3489 0 1740 1832 1512 Flt Permitted 0.279 0.469 0.365 0.503 Satd. Flow (perm) 505 3425 0 867 3364 0 669 3489 0 905 1832 1471 Satd. Flow (RTOR) 8 31 4 207 Link Speed (k/h) 48 48 50 50 Link Distance (m) 487.9 243.7 282.4 278.0 Travel Time (s) 36.6 18.3 20.3 20.0 Confl. Peds. (#/hr) 9 1 1 9 13 23 23 13 Heavy Vehicles (%) 2% 2% 0% 0% 1% 1% 0% 0% 0% 1% 1% 4% Adj. Flow (vph) 398 479 20 10 583 139 54 261 10 72 239 207 Lane Group Flow (vph) 398 499 0 10 722 0 54 271 0 72 239 207 Median Width(m) 3.6 3.6 3.6 3.6 Number of Detectors 1 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Left Thru Left Thru Right Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 2.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 2.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type pm+pt NA Perm NA Perm NA Perm NA Perm Protected Phases 5 2 6 4 8 Permitted Phases 2 6 4 8 8 Detector Phase 5 2 6 6 4 4 8 8 8 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 @ 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) 9.0 29.7 29.7 29.7 31.0 31.0 31.0 31.0 31.0 Total Split (s) 31.0 67.0 36.0 36.0 33.0 33.0 33.0 33.0 33.0 Total Split (%) 31.0% 67.0% 36.0% 36.0% 33.0% 33.0% 33.0% 33.0% 33.0% Maximum Green (s) 27.0 61.3 30.3 30.3 27.0 27.0 27.0 27.0 27.0 Yellow Time (s) 3.0 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 1.0 2.4 2.4 2.4 2.7 2.7 2.7 2.7 2.7 Lost Time Adjust (s) 0.0-1.7-1.7-1.7-2.0-2.0-2.0-2.0-2.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Max C-Max C-Max None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 17.0 17.0 17.0 18.0 18.0 18.0 18.0 18.0 Pedestrian Calls (#/hr) 3 3 3 3 3 3 3 3 Act Effct Green (s) 71.6 71.6 49.6 49.6 20.4 20.4 20.4 20.4 20.4 Actuated g/c Ratio 0.72 0.72 0.50 0.50 0.20 0.20 0.20 0.20 0.20 v/c Ratio 0.69 0.20 0.02 0.43 0.40 0.38 0.39 0.64 0.45 Control Delay 30.9 15.4 19.3 12.3 41.7 34.4 33.9 38.5 7.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 30.9 15.4 19.3 12.3 41.7 34.4 33.9 38.5 7.6 LOS C B B B D C C D A Approach Delay 22.3 12.4 35.6 25.5 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 Street @ 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 Background Traffic Volumes 369: Wellington Street & Grey Street AM Peak Hour Volume (vph) 0 0 0 146 27 47 52 1826 0 0 1276 34 Storage Length (m) 0.0 0.0 45.0 45.0 35.0 0.0 0.0 5.0 Storage Lanes 0 0 1 1 1 0 0 1 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Ped Bike Factor 0.99 0.98 0.93 Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 0 0 0 1723 1814 1542 1690 3413 0 0 3413 1498 Flt Permitted 0.950 0.157 Satd. Flow (perm) 0 0 0 1713 1814 1518 279 3413 0 0 3413 1394 Satd. Flow (RTOR) 29 33 Link Speed (k/h) 48 50 50 50 Link Distance (m) 250.2 489.2 303.6 283.3 Travel Time (s) 18.8 35.2 21.9 20.4 Confl. Peds. (#/hr) 3 5 5 3 20 19 19 20 Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 4% 3% 2% 2% 3% 5% Adj. Flow (vph) 0 0 0 159 29 51 57 1985 0 0 1387 37 Lane Group Flow (vph) 0 0 0 159 29 51 57 1985 0 0 1387 37 Median Width(m) 3.6 3.6 3.6 3.6 Turning Speed (k/h) 24 14 25 15 24 15 25 14 Number of Detectors 1 2 1 1 1 1 1 Detector Template Left Thru Right Left Thru Thru Right Leading Detector (m) 2.0 10.0 2.0 2.0 10.0 10.0 2.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 0.6 2.0 2.0 10.0 10.0 2.0 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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 Perm @ 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 8 2 6 Permitted Phases 8 8 2 6 Detector Phase 8 8 8 2 2 6 6 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 33.0 33.0 33.0 28.7 28.7 25.7 25.7 Total Split (s) 37.0 37.0 37.0 63.0 63.0 63.0 63.0 Total Split (%) 37.0% 37.0% 37.0% 63.0% 63.0% 63.0% 63.0% Maximum Green (s) 31.0 31.0 31.0 57.3 57.3 57.3 57.3 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.7 2.7 2.7 2.4 2.4 2.4 2.4 Lost Time Adjust (s) 0.0 0.0 0.0-1.9-1.9-1.9-1.9 Total Lost Time (s) 6.0 6.0 6.0 3.8 3.8 3.8 3.8 Lead/Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None C-Max C-Max C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 20.0 20.0 20.0 16.0 16.0 13.0 13.0 Pedestrian Calls (#/hr) 2 2 2 2 2 2 2 Act Effct Green (s) 16.6 16.6 16.6 73.6 73.6 73.6 73.6 Actuated g/c Ratio 0.17 0.17 0.17 0.74 0.74 0.74 0.74 v/c Ratio 0.56 0.10 0.18 0.28 0.79 0.55 0.04 Control Delay 44.4 32.1 18.3 11.3 13.4 10.9 5.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 44.4 32.1 18.3 11.3 13.4 10.9 5.4 LOS D C B B B B A Approach Delay 37.3 13.3 10.8 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 Street @ 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 Background Traffic Volumes 374: Adelaide Street & Hamilton Road AM Peak Hour Volume (vph) 66 396 70 124 909 208 128 1128 77 184 1023 43 Storage Length (m) 45.0 0.0 35.0 0.0 35.0 0.0 30.0 0.0 Storage Lanes 1 0 1 0 1 0 1 0 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 Ped Bike Factor 0.99 0.99 0.97 0.99 1.00 1.00 1.00 Frt 0.977 0.972 0.990 0.994 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1706 3234 0 1723 3258 0 1740 3355 0 1690 3322 0 Flt Permitted 0.129 0.295 0.188 0.099 Satd. Flow (perm) 230 3234 0 517 3258 0 343 3355 0 176 3322 0 Satd. Flow (RTOR) 21 33 8 6 Link Speed (k/h) 48 48 50 50 Link Distance (m) 222.7 263.8 58.0 458.1 Travel Time (s) 16.7 19.8 4.2 33.0 Confl. Peds. (#/hr) 55 74 74 55 19 37 37 19 Confl. Bikes (#/hr) 4 Heavy Vehicles (%) 3% 4% 8% 2% 3% 5% 1% 3% 8% 4% 5% 5% Adj. Flow (vph) 72 430 76 135 988 226 139 1226 84 200 1112 47 Lane Group Flow (vph) 72 506 0 135 1214 0 139 1310 0 200 1159 0 Median Width(m) 3.6 3.6 3.6 3.6 Number of Detectors 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Perm NA pm+pt NA Perm NA pm+pt NA Protected Phases 6 5 2 8 7 4 Permitted Phases 6 2 8 4 Detector Phase 6 6 5 2 8 8 7 4 Switch Phase @ 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) 7.0 7.0 5.0 7.0 7.0 7.0 5.0 7.0 Minimum Split (s) 31.3 31.3 9.0 31.3 28.5 28.5 11.0 28.5 Total Split (s) 35.0 35.0 10.0 45.0 43.0 43.0 12.0 55.0 Total Split (%) 35.0% 35.0% 10.0% 45.0% 43.0% 43.0% 12.0% 55.0% Maximum Green (s) 28.7 28.7 6.0 38.7 36.5 36.5 8.0 48.5 Yellow Time (s) 3.3 3.3 3.0 3.3 3.4 3.4 3.0 3.4 All-Red Time (s) 3.0 3.0 1.0 3.0 3.1 3.1 1.0 3.1 Lost Time Adjust (s) -2.3-2.3 0.0-2.3-2.4-2.4 0.0-2.4 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.1 4.1 4.0 4.1 Lead/Lag Lag Lag Lead Lag Lag Lead Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode C-Max C-Max None C-Max Max Max None Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 18.0 18.0 18.0 15.0 15.0 15.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 Act Effct Green (s) 31.0 31.0 41.0 41.0 38.9 38.9 51.0 50.9 Actuated g/c Ratio 0.31 0.31 0.41 0.41 0.39 0.39 0.51 0.51 v/c Ratio 1.01 0.50 0.48 0.90 1.05 1.00 0.95 0.68 Control Delay 151.7 33.2 25.2 36.9 124.5 56.3 74.9 10.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 151.7 33.2 25.2 36.9 124.5 56.3 74.9 10.9 LOS F C C D F E E B Approach Delay 47.9 35.8 62.8 20.3 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 Road @ 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 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) 20 0 5 165 1 93 1 315 3 3 638 3 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Hourly flow rate (vph) 22 0 5 179 1 101 1 342 3 3 693 3 Pedestrians 26 26 10 3 Lane Width (m) 3.6 3.6 3.6 3.6 Walking Speed (m/s) 1.2 1.2 1.2 1.2 Percent Blockage 2 2 1 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 287 px, platoon unblocked 0.79 0.79 0.79 0.79 0.79 0.79 vc, conflicting volume 1178 1101 731 1089 1101 373 723 372 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 1091 993 521 977 993 373 511 372 tc, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tc, 2 stage (s) tf (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 82 100 99 0 99 85 100 100 cm capacity (veh/h) 120 184 423 167 184 657 811 1161 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 27 282 347 700 Volume Left 22 179 1 3 Volume Right 5 101 3 3 csh 140 228 811 1161 Volume to Capacity 0.19 1.23 0.00 0.00 Queue Length 95th (m) 5.2 107.6 0.0 0.1 Control Delay (s) 36.8 181.2 0.0 0.1 Lane LOS E F A A Approach Delay (s) 36.8 181.2 0.0 0.1 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) 0 0 58 1483 1481 97 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 0 0 63 1612 1610 105 Pedestrians 25 1 1 Lane Width (m) 0.0 3.6 3.6 Walking Speed (m/s) 1.2 1.2 1.2 Percent Blockage 0 0 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 52 px, platoon unblocked 0.62 0.62 0.62 vc, conflicting volume 2621 884 1740 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 2387 0 963 tc, single (s) 6.8 6.9 4.1 tc, 2 stage (s) tf (s) 3.5 3.3 2.2 p0 queue free % 100 100 86 cm capacity (veh/h) 15 670 439 Direction, Lane # NB 1 NB 2 SB 1 SB 2 Volume Total 600 1075 1073 642 Volume Left 63 0 0 0 Volume Right 0 0 0 105 csh 439 1700 1700 1700 Volume to Capacity 0.14 0.63 0.63 0.38 Queue Length 95th (m) 3.8 0.0 0.0 0.0 Control Delay (s) 4.3 0.0 0.0 0.0 Lane LOS A Approach Delay (s) 1.5 0.0 Approach LOS Average Delay 0.8 Intersection Capacity Utilization 96.0% ICU Level of Service F Page 4

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) 0 0 0 8 199 10 46 34 0 0 19 28 Hourly flow rate (vph) 0 0 0 9 216 11 50 37 0 0 21 30 Direction, Lane # WB 1 NB 1 SB 1 Volume Total (vph) 236 87 51 Volume Left (vph) 9 50 0 Volume Right (vph) 11 0 30 Hadj (s) 0.01 0.15-0.32 Departure Headway (s) 4.2 4.7 4.2 Degree Utilization, x 0.28 0.11 0.06 Capacity (veh/h) 826 731 792 Control Delay (s) 8.9 8.2 7.5 Approach Delay (s) 8.9 8.2 7.5 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 2 2 4 Detector Phase 2 2 2 4 4 4 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 23.7 23.7 23.7 23.2 23.2 23.2 Total Split (s) 23.7 23.7 23.7 23.2 23.2 23.2 Total Split (%) 50.5% 50.5% 50.5% 49.5% 49.5% 49.5% Maximum Green (s) 18.0 18.0 18.0 18.0 18.0 18.0 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.4 2.4 2.4 1.9 1.9 1.9 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.7 5.7 5.2 5.2 5.2 Lead/Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode Max Max Max None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 6.0 6.0 6.0 5.0 5.0 5.0 Pedestrian Calls (#/hr) 3 3 3 3 3 3 Act Effct Green (s) 19.0 19.0 9.9 9.9 9.9 Actuated g/c Ratio 0.48 0.48 0.25 0.25 0.25 v/c Ratio 0.31 0.02 0.33 0.32 0.59 Control Delay 8.9 1.0 16.1 13.4 9.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 8.9 1.0 16.1 13.4 9.0 LOS A A B B A Approach Delay 8.4 14.2 9.0 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

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) 30 53 0 1315 1373 0 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 33 58 0 1429 1492 0 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) 144 339 px, platoon unblocked 0.76 0.66 0.66 vc, conflicting volume 2214 753 1499 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 833 0 740 tc, single (s) 6.8 6.9 4.1 tc, 2 stage (s) tf (s) 3.5 3.3 2.2 p0 queue free % 86 92 100 cm capacity (veh/h) 232 716 569 Direction, Lane # EB 1 NB 1 NB 2 SB 1 SB 2 Volume Total 90 715 715 746 746 Volume Left 33 0 0 0 0 Volume Right 58 0 0 0 0 csh 408 1700 1700 1700 1700 Volume to Capacity 0.22 0.42 0.42 0.44 0.44 Queue Length 95th (m) 6.3 0.0 0.0 0.0 0.0 Control Delay (s) 16.3 0.0 0.0 0.0 0.0 Lane LOS C Approach Delay (s) 16.3 0.0 0.0 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) 13 78 5 0 0 0 0 24 11 16 6 0 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Hourly flow rate (vph) 14 85 5 0 0 0 0 26 12 17 7 0 Pedestrians 5 7 6 4 Lane Width (m) 3.6 0.0 3.6 3.6 Walking Speed (m/s) 1.2 1.2 1.2 1.2 Percent Blockage 0 0 1 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked vc, conflicting volume 4 96 130 126 100 152 128 9 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 4 96 130 126 100 152 128 9 tc, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tc, 2 stage (s) tf (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 99 100 100 97 99 98 99 100 cm capacity (veh/h) 1612 1490 819 752 950 771 749 1065 Direction, Lane # EB 1 NB 1 SB 1 Volume Total 104 38 24 Volume Left 14 0 17 Volume Right 5 12 0 csh 1612 805 765 Volume to Capacity 0.01 0.05 0.03 Queue Length 95th (m) 0.2 1.1 0.7 Control Delay (s) 1.0 9.7 9.9 Lane LOS A A A Approach Delay (s) 1.0 9.7 9.9 Approach LOS A A Average Delay 4.3 Intersection Capacity Utilization 27.6% ICU Level of Service A Page 12

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) 0 0 21 0 0 0 22 1769 118 59 2404 8 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Hourly flow rate (vph) 0 0 23 0 0 0 24 1923 128 64 2613 9 Pedestrians 38 14 3 2 Lane Width (m) 3.6 0.0 3.6 3.6 Walking Speed (m/s) 1.2 1.2 1.2 1.2 Percent Blockage 3 0 0 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 279 px, platoon unblocked 0.37 0.37 0.37 0.37 0.37 0.37 vc, conflicting volume 3795 4897 1352 3509 4837 1042 2660 2065 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 5128 8076 0 4363 7916 1042 2089 2065 tc, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tc, 2 stage (s) tf (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 100 100 94 100 100 100 75 76 cm capacity (veh/h) 0 0 391 0 0 226 94 267 Direction, Lane # EB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total 23 24 1282 769 64 1742 880 Volume Left 0 24 0 0 64 0 0 Volume Right 23 0 0 128 0 0 9 csh 391 94 1700 1700 267 1700 1700 Volume to Capacity 0.06 0.25 0.75 0.45 0.24 1.02 0.52 Queue Length 95th (m) 1.4 7.0 0.0 0.0 7.0 0.0 0.0 Control Delay (s) 14.8 55.6 0.0 0.0 22.7 0.0 0.0 Lane LOS B F C Approach Delay (s) 14.8 0.6 0.5 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) 45 90 36 0 0 0 0 90 6 21 80 0 Hourly flow rate (vph) 49 98 39 0 0 0 0 98 7 23 87 0 Direction, Lane # EB 1 NB 1 SB 1 Volume Total (vph) 186 104 110 Volume Left (vph) 49 0 23 Volume Right (vph) 39 7 0 Hadj (s) -0.04 0.00 0.08 Departure Headway (s) 4.4 4.5 4.5 Degree Utilization, x 0.23 0.13 0.14 Capacity (veh/h) 791 766 750 Control Delay (s) 8.6 8.1 8.3 Approach Delay (s) 8.6 8.1 8.3 Approach LOS A A A Delay 8.4 Level of Service A Intersection Capacity Utilization 35.5% ICU Level of Service A Page 16

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) 1 144 8 6 98 14 14 14 10 24 10 4 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Hourly flow rate (vph) 1 157 9 7 107 15 15 15 11 26 11 4 Pedestrians 10 16 18 7 Lane Width (m) 3.6 3.6 3.6 3.6 Walking Speed (m/s) 1.2 1.2 1.2 1.2 Percent Blockage 1 1 2 1 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked vc, conflicting volume 129 183 328 323 195 332 320 131 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 129 183 328 323 195 332 320 131 tc, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tc, 2 stage (s) tf (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 100 100 97 97 99 95 98 100 cm capacity (veh/h) 1449 1371 587 579 823 578 582 905 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 166 128 41 41 Volume Left 1 7 15 26 Volume Right 9 15 11 4 csh 1449 1371 632 602 Volume to Capacity 0.00 0.00 0.07 0.07 Queue Length 95th (m) 0.0 0.1 1.6 1.7 Control Delay (s) 0.1 0.4 11.1 11.4 Lane LOS A A B B Approach Delay (s) 0.1 0.4 11.1 11.4 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) 38 55 110 59 38 85 31 1140 79 28 1313 29 Storage Length (m) 35.0 0.0 25.0 0.0 0.0 0.0 0.0 0.0 Storage Lanes 1 0 1 0 0 0 0 0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 0.95 0.95 0.95 Ped Bike Factor 0.99 0.98 0.99 0.99 1.00 1.00 Frt 0.900 0.896 0.991 0.997 Flt Protected 0.950 0.950 0.999 0.999 Satd. Flow (prot) 1723 1606 0 1723 1602 0 0 3405 0 0 3430 0 Flt Permitted 0.672 0.561 0.871 0.897 Satd. Flow (perm) 1210 1606 0 1008 1602 0 0 2968 0 0 3079 0 Satd. Flow (RTOR) 45 69 16 5 Link Speed (k/h) 50 50 50 50 Link Distance (m) 411.4 72.1 138.2 143.9 Travel Time (s) 29.6 5.2 10.0 10.4 Confl. Peds. (#/hr) 7 10 10 7 6 5 5 6 Adj. Flow (vph) 41 60 120 64 41 92 34 1239 86 30 1427 32 Lane Group Flow (vph) 41 180 0 64 133 0 0 1359 0 0 1489 0 Median Width(m) 3.6 3.6 0.0 0.0 Number of Detectors 1 2 1 2 1 2 1 2 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 0.6 2.0 0.6 2.0 0.6 2.0 0.6 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(m) 9.4 9.4 9.4 9.4 Detector 2 Size(m) 0.6 0.6 0.6 0.6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4 4 2 2 Page 19

Lanes, Volumes, Timings 2027 Background Traffic Volumes 74: Adelaide Street & Nelson Street PM Peak Hour Permitted Phases 4 4 2 2 Detector Phase 4 4 4 4 2 2 2 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 24.9 24.9 24.9 24.9 23.6 23.6 23.6 23.6 Total Split (s) 26.0 26.0 26.0 26.0 54.0 54.0 54.0 54.0 Total Split (%) 32.5% 32.5% 32.5% 32.5% 67.5% 67.5% 67.5% 67.5% Maximum Green (s) 20.1 20.1 20.1 20.1 48.4 48.4 48.4 48.4 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.6 2.6 2.6 2.6 2.3 2.3 2.3 2.3 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.9 5.9 5.9 5.9 5.6 5.6 Lead/Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None C-Max C-Max C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 12.0 12.0 12.0 12.0 8.0 8.0 8.0 8.0 Pedestrian Calls (#/hr) 2 2 2 2 2 2 2 2 Act Effct Green (s) 12.5 12.5 12.5 12.5 56.0 56.0 Actuated g/c Ratio 0.16 0.16 0.16 0.16 0.70 0.70 v/c Ratio 0.22 0.62 0.41 0.43 0.65 0.69 Control Delay 30.1 32.3 36.5 19.2 9.3 10.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 30.1 32.3 36.5 19.2 9.3 10.0 LOS C C D B A B Approach Delay 31.9 24.9 9.3 10.0 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) 225 639 70 54 1029 56 125 178 33 178 384 254 Storage Length (m) 75.0 0.0 30.0 0.0 50.0 30.0 30.0 0.0 Storage Lanes 1 0 1 0 1 1 1 0 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 0.95 0.95 Ped Bike Factor 0.99 0.97 1.00 0.99 0.88 0.92 0.98 Frt 0.985 0.992 0.850 0.940 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1612 3338 0 1598 3439 0 1674 1779 1512 1690 3122 0 Flt Permitted 0.087 0.359 0.145 0.636 Satd. Flow (perm) 148 3338 0 587 3439 0 253 1779 1336 1039 3122 0 Satd. Flow (RTOR) 16 6 60 133 Link Speed (k/h) 50 50 50 50 Link Distance (m) 191.4 381.9 286.4 277.9 Travel Time (s) 13.8 27.5 20.6 20.0 Confl. Peds. (#/hr) 27 30 30 27 29 95 95 29 Heavy Vehicles (%) 9% 2% 9% 10% 1% 3% 5% 4% 4% 4% 2% 7% Adj. Flow (vph) 245 695 76 59 1118 61 136 193 36 193 417 276 Lane Group Flow (vph) 245 771 0 59 1179 0 136 193 36 193 693 0 Median Width(m) 3.6 3.6 3.6 3.6 Number of Detectors 1 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Left Thru Right Left Thru Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 2.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 2.0 10.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type pm+pt NA Perm NA pm+pt NA Perm Perm NA Protected Phases 5 2 6 7 4 8 Permitted Phases 2 6 6 4 4 8 Detector Phase 5 2 6 6 7 4 4 8 8 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 7.0 4.0 7.0 7.0 7.0 7.0 Page 21

Lanes, Volumes, Timings 2027 Background Traffic Volumes 357: Richmond Street & Horton Street PM Peak Hour Minimum Split (s) 9.0 27.6 27.6 27.6 8.0 38.4 38.4 38.4 38.4 Total Split (s) 15.0 72.0 57.0 57.0 8.0 48.0 48.0 40.0 40.0 Total Split (%) 12.5% 60.0% 47.5% 47.5% 6.7% 40.0% 40.0% 33.3% 33.3% Maximum Green (s) 11.0 66.4 51.4 51.4 4.0 41.6 41.6 33.6 33.6 Yellow Time (s) 3.0 3.3 3.3 3.3 3.0 3.3 3.3 3.3 3.3 All-Red Time (s) 1.0 2.3 2.3 2.3 1.0 3.1 3.1 3.1 3.1 Lost Time Adjust (s) 0.0-1.9-1.9-1.9-2.5-2.5-2.5-2.5-2.5 Total Lost Time (s) 4.0 3.7 3.7 3.7 1.5 3.9 3.9 3.9 3.9 Lead/Lag Lead Lag Lag Lead Lag Lag Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Max C-Max C-Max None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 15.0 15.0 15.0 25.0 25.0 25.0 25.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 73.3 73.6 53.3 53.3 41.2 38.8 38.8 30.8 30.8 Actuated g/c Ratio 0.61 0.61 0.44 0.44 0.34 0.32 0.32 0.26 0.26 v/c Ratio 0.85 0.38 0.23 0.77 0.83 0.34 0.08 0.73 0.77 Control Delay 54.2 12.7 31.7 36.4 67.0 31.6 2.7 43.0 26.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 54.2 12.7 31.7 36.4 67.0 31.6 2.7 43.0 26.9 LOS D B C D E C A D C Approach Delay 22.7 36.1 41.9 30.4 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) 123 603 134 209 918 171 224 1334 130 91 1385 248 Storage Length (m) 30.0 0.0 95.0 70.0 45.0 40.0 25.0 30.0 Storage Lanes 1 0 1 1 1 1 1 1 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Ped Bike Factor 1.00 0.99 0.99 0.96 0.93 0.85 Frt 0.973 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1706 3277 0 1723 3413 1512 1723 3446 1512 1706 3446 1557 Flt Permitted 0.118 0.119 0.082 0.084 Satd. Flow (perm) 211 3277 0 214 3413 1449 149 3446 1410 151 3446 1324 Satd. Flow (RTOR) 23 161 106 106 Link Speed (k/h) 50 50 50 50 Link Distance (m) 381.9 487.9 284.9 278.6 Travel Time (s) 27.5 35.1 20.5 20.1 Confl. Peds. (#/hr) 28 38 38 28 121 49 49 121 Heavy Vehicles (%) 3% 3% 5% 2% 3% 4% 2% 2% 4% 3% 2% 1% Adj. Flow (vph) 134 655 146 227 998 186 243 1450 141 99 1505 270 Lane Group Flow (vph) 134 801 0 227 998 186 243 1450 141 99 1505 270 Median Width(m) 3.6 3.6 3.6 3.6 Number of Detectors 1 1 1 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Right Left Thru Right Left Thru Right Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 2.0 10.0 2.0 2.0 10.0 2.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 2.0 10.0 2.0 2.0 10.0 2.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 3 8 7 4 5 2 1 6 Permitted Phases 8 4 4 2 2 6 6 Detector Phase 3 8 7 4 4 5 2 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 7.0 5.0 7.0 7.0 5.0 7.0 7.0 Page 23

Lanes, Volumes, Timings 2027 Background Traffic Volumes 359: Wellington Street & Horton Street PM Peak Hour Minimum Split (s) 9.0 39.8 9.0 39.8 39.8 9.0 37.2 37.2 9.0 37.2 37.2 Total Split (s) 11.0 41.0 13.0 43.0 43.0 12.0 54.0 54.0 12.0 54.0 54.0 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) 7.0 34.3 9.0 36.3 36.3 8.0 47.8 47.8 8.0 47.8 47.8 Yellow Time (s) 3.0 3.3 3.0 3.3 3.3 3.0 3.3 3.3 3.0 3.3 3.3 All-Red Time (s) 1.0 3.4 1.0 3.4 3.4 1.0 2.9 2.9 1.0 2.9 2.9 Lost Time Adjust (s) 0.0-2.8 0.0-2.8-2.8 0.0-2.2-2.2 0.0-2.2-2.2 Total Lost Time (s) 4.0 3.9 4.0 3.9 3.9 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 26.0 26.0 26.0 24.0 24.0 24.0 24.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 43.5 36.6 47.5 38.6 38.6 59.3 50.8 50.8 57.7 50.0 50.0 Actuated g/c Ratio 0.36 0.30 0.40 0.32 0.32 0.49 0.42 0.42 0.48 0.42 0.42 v/c Ratio 0.82 0.79 1.15 0.91 0.32 1.32 0.99 0.21 0.58 1.05 0.44 Control Delay 64.5 34.7 135.8 52.3 10.8 205.6 46.5 6.4 36.4 51.4 5.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 64.5 34.7 135.8 52.3 10.8 205.6 46.5 6.4 36.4 51.4 5.1 LOS E C F D B F D A D D A Approach Delay 38.9 60.3 64.5 44.0 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) 26 835 11 6 776 11 5 5 29 11 18 60 Storage Length (m) 30.0 0.0 30.0 0.0 30.0 0.0 30.0 0.0 Storage Lanes 0 0 0 0 0 0 0 0 Lane Util. Factor 0.95 0.95 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 1.00 0.97 0.96 Frt 0.998 0.998 0.897 0.910 Flt Protected 0.999 0.994 0.994 Satd. Flow (prot) 0 3398 0 0 3396 0 0 1559 0 0 1568 0 Flt Permitted 0.906 0.947 0.956 0.958 Satd. Flow (perm) 0 3079 0 0 3216 0 0 1495 0 0 1507 0 Satd. Flow (RTOR) 2 3 32 65 Link Speed (k/h) 50 50 50 50 Link Distance (m) 243.7 87.0 140.0 277.7 Travel Time (s) 17.5 6.3 10.1 20.0 Confl. Peds. (#/hr) 22 26 26 22 18 11 11 18 Heavy Vehicles (%) 0% 3% 7% 6% 3% 10% 0% 25% 0% 7% 8% 1% Adj. Flow (vph) 28 908 12 7 843 12 5 5 32 12 20 65 Lane Group Flow (vph) 0 948 0 0 862 0 0 42 0 0 97 0 Median Width(m) 3.6 3.6 0.0 0.0 Number of Detectors 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 2 6 4 8 Permitted Phases 2 6 4 8 Detector Phase 2 2 6 6 4 4 8 8 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Page 25

Lanes, Volumes, Timings 2027 Background Traffic Volumes 360: Maitland Street & Horton Street PM Peak Hour Minimum Split (s) 18.6 18.6 18.6 18.6 22.6 22.6 22.6 22.6 Total Split (s) 87.0 87.0 87.0 87.0 33.0 33.0 33.0 33.0 Total Split (%) 72.5% 72.5% 72.5% 72.5% 27.5% 27.5% 27.5% 27.5% Maximum Green (s) 81.4 81.4 81.4 81.4 27.4 27.4 27.4 27.4 Yellow Time (s) 3.3 3.3 3.3 3.3 3.4 3.4 3.4 3.4 All-Red Time (s) 2.3 2.3 2.3 2.3 2.2 2.2 2.2 2.2 Lost Time Adjust (s) -1.1-1.1-1.5-1.5 Total Lost Time (s) 4.5 4.5 4.1 4.1 Lead/Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode C-Max C-Max Max Max None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 6.0 6.0 6.0 6.0 10.0 10.0 10.0 10.0 Pedestrian Calls (#/hr) 5 5 5 5 5 5 5 5 Act Effct Green (s) 100.0 100.0 11.4 11.4 Actuated g/c Ratio 0.83 0.83 0.10 0.10 v/c Ratio 0.37 0.32 0.25 0.48 Control Delay 1.6 2.9 24.3 27.0 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 1.6 2.9 24.3 27.0 LOS A A C C Approach Delay 1.6 2.9 24.3 27.0 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) 259 563 23 18 706 70 56 206 24 204 341 310 Storage Length (m) 150.0 0.0 30.0 0.0 30.0 30.0 45.0 40.0 Storage Lanes 1 0 1 0 1 1 1 1 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 Ped Bike Factor 1.00 0.98 1.00 0.99 1.00 0.99 0.97 Frt 0.994 0.986 0.984 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1740 3453 0 1758 3424 0 1758 3417 0 1740 1850 1557 Flt Permitted 0.219 0.410 0.258 0.550 Satd. Flow (perm) 401 3453 0 746 3424 0 473 3417 0 995 1850 1505 Satd. Flow (RTOR) 5 9 12 281 Link Speed (k/h) 50 50 50 50 Link Distance (m) 487.9 243.7 138.3 278.0 Travel Time (s) 35.1 17.5 10.0 20.0 Confl. Peds. (#/hr) 14 16 16 14 15 13 13 15 Heavy Vehicles (%) 1% 1% 0% 0% 1% 0% 0% 1% 0% 1% 0% 1% Adj. Flow (vph) 282 612 25 20 767 76 61 224 26 222 371 337 Lane Group Flow (vph) 282 637 0 20 843 0 61 250 0 222 371 337 Median Width(m) 3.6 3.6 3.6 3.6 Number of Detectors 1 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Left Thru Left Thru Right Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 2.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 2.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type pm+pt NA Perm NA Perm NA Perm NA Perm Protected Phases 5 2 6 4 8 Permitted Phases 2 6 4 8 8 Detector Phase 5 2 6 6 4 4 8 8 8 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Page 27

Lanes, Volumes, Timings 2027 Background Traffic Volumes 361: Colborne Street & Horton Street PM Peak Hour Minimum Split (s) 9.0 29.7 29.7 29.7 31.0 31.0 31.0 31.0 31.0 Total Split (s) 26.0 69.0 43.0 43.0 51.0 51.0 51.0 51.0 51.0 Total Split (%) 21.7% 57.5% 35.8% 35.8% 42.5% 42.5% 42.5% 42.5% 42.5% Maximum Green (s) 22.0 63.3 37.3 37.3 45.0 45.0 45.0 45.0 45.0 Yellow Time (s) 3.0 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 1.0 2.4 2.4 2.4 2.7 2.7 2.7 2.7 2.7 Lost Time Adjust (s) 0.0-1.7-1.7-1.7-2.0-2.0-2.0-2.0-2.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Max C-Max C-Max None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 17.0 17.0 17.0 18.0 18.0 18.0 18.0 18.0 Pedestrian Calls (#/hr) 5 5 5 5 5 5 5 5 Act Effct Green (s) 77.3 77.3 57.2 57.2 34.7 34.7 34.7 34.7 34.7 Actuated g/c Ratio 0.64 0.64 0.48 0.48 0.29 0.29 0.29 0.29 0.29 v/c Ratio 0.64 0.29 0.06 0.52 0.45 0.25 0.77 0.69 0.53 Control Delay 25.6 4.2 22.6 24.1 42.9 30.1 64.9 55.5 20.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 25.6 4.2 22.6 24.1 42.9 30.1 64.9 55.5 20.5 LOS C A C C D C E E C Approach Delay 10.7 24.1 32.6 45.1 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) 0 0 0 386 68 51 25 1591 0 0 1867 35 Storage Length (m) 0.0 0.0 45.0 45.0 35.0 0.0 0.0 5.0 Storage Lanes 0 0 1 1 1 0 0 1 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Ped Bike Factor 0.99 1.00 0.97 0.88 Frt 0.850 0.850 Flt Protected 0.950 0.970 0.950 Satd. Flow (prot) 0 0 0 1670 1679 1470 1583 3446 0 0 3446 1512 Flt Permitted 0.950 0.970 0.047 Satd. Flow (perm) 0 0 0 1660 1673 1431 78 3446 0 0 3446 1331 Satd. Flow (RTOR) 29 27 Link Speed (k/h) 50 50 50 50 Link Distance (m) 186.1 186.3 145.3 284.9 Travel Time (s) 13.4 13.4 10.5 20.5 Confl. Peds. (#/hr) 12 5 5 12 34 21 21 34 Heavy Vehicles (%) 0% 0% 0% 0% 4% 7% 11% 2% 0% 0% 2% 4% Adj. Flow (vph) 0 0 0 420 74 55 27 1729 0 0 2029 38 29% Lane Group Flow (vph) 0 0 0 298 196 55 27 1729 0 0 2029 38 Median Width(m) 3.6 3.6 3.6 3.6 Number of Detectors 1 1 1 1 1 1 1 Detector Template Left Thru Right Left Thru Thru Right Leading Detector (m) 2.0 10.0 2.0 2.0 10.0 10.0 2.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 2.0 10.0 10.0 2.0 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm Perm NA NA Perm Protected Phases 4 2 6 Permitted Phases 4 4 2 6 Detector Phase 4 4 4 2 2 6 6 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Page 29

Lanes, Volumes, Timings 2027 Background Traffic Volumes 369: Wellington Street & Grey Street PM Peak Hour Minimum Split (s) 36.0 36.0 36.0 28.7 28.7 28.7 28.7 Total Split (s) 37.0 37.0 37.0 83.0 83.0 83.0 83.0 Total Split (%) 30.8% 30.8% 30.8% 69.2% 69.2% 69.2% 69.2% Maximum Green (s) 31.0 31.0 31.0 77.3 77.3 77.3 77.3 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.7 2.7 2.7 2.4 2.4 2.4 2.4 Lost Time Adjust (s) -2.3-2.3 0.0-1.9-1.9-1.9-1.9 Total Lost Time (s) 3.7 3.7 6.0 3.8 3.8 3.8 3.8 Lead/Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None C-Max C-Max C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 23.0 23.0 23.0 16.0 16.0 13.0 13.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 28.1 28.1 25.8 84.4 84.4 84.4 84.4 Actuated g/c Ratio 0.23 0.23 0.22 0.70 0.70 0.70 0.70 v/c Ratio 0.77 0.50 0.17 0.50 0.71 0.84 0.04 Control Delay 55.9 43.6 21.2 47.2 13.5 13.7 1.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 55.9 43.6 21.2 47.2 13.5 13.7 1.9 LOS E D C D B B A Approach Delay 48.0 14.1 13.5 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) 67 618 126 189 646 157 70 1131 76 289 1326 46 Storage Length (m) 45.0 0.0 35.0 0.0 35.0 0.0 30.0 0.0 Storage Lanes 1 0 1 0 1 0 1 0 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 Ped Bike Factor 0.98 0.99 0.98 1.00 1.00 1.00 Frt 0.975 0.971 0.991 0.995 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1723 3348 0 1740 3247 0 1740 3438 0 1740 3422 0 Flt Permitted 0.268 0.125 0.098 0.094 Satd. Flow (perm) 476 3348 0 229 3247 0 179 3438 0 172 3422 0 Satd. Flow (RTOR) 21 31 6 4 Link Speed (k/h) 50 50 50 50 Link Distance (m) 222.7 263.8 51.8 458.1 Travel Time (s) 16.0 19.0 3.7 33.0 Confl. Peds. (#/hr) 57 20 20 57 19 31 31 19 Heavy Vehicles (%) 2% 2% 0% 1% 4% 0% 1% 1% 0% 1% 2% 4% Adj. Flow (vph) 73 672 137 205 702 171 76 1229 83 314 1441 50 Lane Group Flow (vph) 73 809 0 205 873 0 76 1312 0 314 1491 0 Median Width(m) 3.6 3.6 3.6 3.6 Number of Detectors 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Perm NA pm+pt NA Perm NA pm+pt NA Protected Phases 6 5 2 8 7 4 Permitted Phases 6 2 8 4 Detector Phase 6 6 5 2 8 8 7 4 Switch Phase Minimum Initial (s) 7.0 7.0 5.0 7.0 7.0 7.0 5.0 7.0 Page 31

Lanes, Volumes, Timings 2027 Background Traffic Volumes 374: Adelaide Street & Hamilton Road PM Peak Hour Minimum Split (s) 31.3 31.3 9.0 31.3 28.5 28.5 9.0 28.5 Total Split (s) 42.0 42.0 13.0 55.0 45.0 45.0 20.0 65.0 Total Split (%) 35.0% 35.0% 10.8% 45.8% 37.5% 37.5% 16.7% 54.2% Maximum Green (s) 35.7 35.7 9.0 48.7 38.5 38.5 16.0 58.5 Yellow Time (s) 3.3 3.3 3.0 3.3 3.4 3.4 3.0 3.4 All-Red Time (s) 3.0 3.0 1.0 3.0 3.1 3.1 1.0 3.1 Lost Time Adjust (s) -2.3-2.3 0.0-2.3-2.4-2.4 0.0-2.4 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.1 4.1 4.0 4.1 Lead/Lag Lag Lag Lead Lag Lag Lead Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode C-Max C-Max None C-Max Max Max None Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 18.0 18.0 18.0 15.0 15.0 15.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 Act Effct Green (s) 38.0 38.0 51.0 51.0 40.9 40.9 61.0 60.9 Actuated g/c Ratio 0.32 0.32 0.42 0.42 0.34 0.34 0.51 0.51 v/c Ratio 0.49 0.75 0.98 0.62 1.25 1.12 1.06 0.86 Control Delay 46.2 41.1 83.6 28.4 232.1 101.6 101.7 32.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 46.2 41.1 83.6 28.4 232.1 101.6 101.7 32.0 LOS D D F C F F F C Approach Delay 41.5 38.9 108.8 44.1 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) 0 0 128 1530 1410 104 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 0 0 139 1663 1533 113 Pedestrians 22 1 Lane Width (m) 0.0 3.6 Walking Speed (m/s) 1.2 1.2 Percent Blockage 0 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 58 px, platoon unblocked 0.74 0.74 0.74 vc, conflicting volume 2721 846 1668 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 2623 87 1198 tc, single (s) 6.8 6.9 4.1 tc, 2 stage (s) tf (s) 3.5 3.3 2.2 p0 queue free % 100 100 67 cm capacity (veh/h) 10 705 428 Direction, Lane # NB 1 NB 2 SB 1 SB 2 Volume Total 693 1109 1022 624 Volume Left 139 0 0 0 Volume Right 0 0 0 113 csh 428 1700 1700 1700 Volume to Capacity 0.33 0.65 0.60 0.37 Queue Length 95th (m) 11.1 0.0 0.0 0.0 Control Delay (s) 10.2 0.0 0.0 0.0 Lane LOS B Approach Delay (s) 3.9 0.0 Approach LOS Average Delay 2.1 Intersection Capacity Utilization 104.5% ICU Level of Service G @ 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 Future Traffic Volumes 29: Colborne Street & Grey Street AM Peak Hour Volume (vph) 0 0 0 8 161 58 76 256 0 0 109 92 Storage Length (m) 0.0 0.0 0.0 15.0 30.0 0.0 0.0 0.0 Storage Lanes 0 0 0 1 1 0 0 0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 0.97 0.99 0.98 Frt 0.850 0.938 Flt Protected 0.998 0.950 Satd. Flow (prot) 0 0 0 0 1810 1542 1723 1814 0 0 1674 0 Flt Permitted 0.998 0.622 Satd. Flow (perm) 0 0 0 0 1809 1489 1115 1814 0 0 1674 0 Satd. Flow (RTOR) 63 100 Link Speed (k/h) 50 50 50 50 Link Distance (m) 489.2 240.5 301.0 282.4 Travel Time (s) 35.2 17.3 21.7 20.3 Confl. Peds. (#/hr) 8 4 4 8 8 8 8 8 Adj. Flow (vph) 0 0 0 9 175 63 83 278 0 0 118 100 Lane Group Flow (vph) 0 0 0 0 184 63 83 278 0 0 218 0 Median Width(m) 3.6 3.6 3.6 3.6 Turning Speed (k/h) 25 15 25 15 25 15 25 15 Number of Detectors 1 2 1 1 2 2 Detector Template Left Thru Right Left Thru Thru Leading Detector (m) 2.0 10.0 2.0 2.0 10.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 0.6 2.0 2.0 0.6 0.6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(m) 9.4 9.4 9.4 Detector 2 Size(m) 0.6 0.6 0.6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 Turn Type Perm NA Perm Perm NA NA Protected Phases 2 4 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 2 2 4 Detector Phase 2 2 2 4 4 4 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 23.7 23.7 23.7 23.2 23.2 23.2 Total Split (s) 23.7 23.7 23.7 23.2 23.2 23.2 Total Split (%) 50.5% 50.5% 50.5% 49.5% 49.5% 49.5% Maximum Green (s) 18.0 18.0 18.0 18.0 18.0 18.0 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.4 2.4 2.4 1.9 1.9 1.9 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.7 5.7 5.2 5.2 5.2 Lead/Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode Max Max Max None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 6.0 6.0 6.0 5.0 5.0 5.0 Pedestrian Calls (#/hr) 4 4 4 4 4 4 Act Effct Green (s) 19.0 19.0 11.8 11.8 11.8 Actuated g/c Ratio 0.45 0.45 0.28 0.28 0.28 v/c Ratio 0.22 0.09 0.26 0.54 0.40 Control Delay 9.2 3.6 12.9 16.3 8.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 9.2 3.6 12.9 16.3 8.7 LOS A A B B A Approach Delay 7.7 15.5 8.7 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 Street @ 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 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) 26 94 14 6 81 15 6 11 5 20 18 7 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Hourly flow rate (vph) 28 102 15 7 88 16 7 12 5 22 20 8 Pedestrians 2 4 5 6 Lane Width (m) 3.6 3.6 3.6 3.6 Walking Speed (m/s) 1.2 1.2 1.2 1.2 Percent Blockage 0 0 0 1 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked vc, conflicting volume 110 122 300 295 119 297 294 104 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 110 122 300 295 119 297 294 104 tc, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tc, 2 stage (s) tf (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 98 100 99 98 99 96 97 99 cm capacity (veh/h) 1472 1459 612 597 926 620 597 944 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 146 111 24 49 Volume Left 28 7 7 22 Volume Right 15 16 5 8 csh 1472 1459 654 645 Volume to Capacity 0.02 0.00 0.04 0.08 Queue Length 95th (m) 0.5 0.1 0.9 2.0 Control Delay (s) 1.6 0.5 10.7 11.0 Lane LOS A A B B Approach Delay (s) 1.6 0.5 10.7 11.0 Approach LOS B B Average Delay 3.3 Intersection Capacity Utilization 25.7% ICU Level of Service A @ 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) 25 31 71 68 39 30 69 1206 33 15 999 33 Storage Length (m) 35.0 0.0 25.0 0.0 0.0 0.0 0.0 0.0 Storage Lanes 1 0 1 0 0 0 0 0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 0.95 0.95 0.95 Ped Bike Factor 0.99 0.98 0.98 0.99 1.00 1.00 Frt 0.896 0.934 0.996 0.995 Flt Protected 0.950 0.950 0.997 0.999 Satd. Flow (prot) 1723 1591 0 1723 1678 0 0 3417 0 0 3422 0 Flt Permitted 0.708 0.685 0.801 0.923 Satd. Flow (perm) 1272 1591 0 1222 1678 0 0 2745 0 0 3162 0 Satd. Flow (RTOR) 77 33 6 7 Link Speed (k/h) 50 50 50 50 Link Distance (m) 416.9 103.1 181.0 139.8 Travel Time (s) 30.0 7.4 13.0 10.1 Confl. Peds. (#/hr) 8 15 15 8 4 16 16 4 Adj. Flow (vph) 27 34 77 74 42 33 75 1311 36 16 1086 36 Lane Group Flow (vph) 27 111 0 74 75 0 0 1422 0 0 1138 0 Median Width(m) 3.6 3.6 0.0 0.0 Turning Speed (k/h) 25 15 25 15 25 15 25 15 Number of Detectors 1 2 1 2 1 2 1 2 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 0.6 2.0 0.6 2.0 0.6 2.0 0.6 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(m) 9.4 9.4 9.4 9.4 Detector 2 Size(m) 0.6 0.6 0.6 0.6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4 4 2 2 @ 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 Future Traffic Volumes 41: Adelaide Street & Nelson Street AM Peak Hour Permitted Phases 4 4 2 2 Detector Phase 4 4 4 4 2 2 2 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 24.9 24.9 24.9 24.9 23.6 23.6 23.6 23.6 Total Split (s) 26.0 26.0 26.0 26.0 54.0 54.0 54.0 54.0 Total Split (%) 32.5% 32.5% 32.5% 32.5% 67.5% 67.5% 67.5% 67.5% Maximum Green (s) 20.1 20.1 20.1 20.1 48.4 48.4 48.4 48.4 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.6 2.6 2.6 2.6 2.3 2.3 2.3 2.3 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.9 5.9 5.9 5.9 5.6 5.6 Lead/Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None C-Max C-Max C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 12.0 12.0 12.0 12.0 8.0 8.0 8.0 8.0 Pedestrian Calls (#/hr) 5 5 5 5 5 5 5 5 Act Effct Green (s) 11.3 11.3 11.3 11.3 60.9 60.9 Actuated g/c Ratio 0.14 0.14 0.14 0.14 0.76 0.76 v/c Ratio 0.15 0.38 0.43 0.28 0.68 0.47 Control Delay 29.5 15.3 37.5 20.7 9.6 6.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 29.5 15.3 37.5 20.7 9.6 6.1 LOS C B D C A A Approach Delay 18.0 29.1 9.6 6.1 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 Street @ 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) 169 129 71 0 0 0 0 90 3 24 83 0 Hourly flow rate (vph) 184 140 77 0 0 0 0 98 3 26 90 0 Direction, Lane # EB 1 NB 1 SB 1 Volume Total (vph) 401 101 116 Volume Left (vph) 184 0 26 Volume Right (vph) 77 3 0 Hadj (s) 0.01 0.01 0.08 Departure Headway (s) 4.5 5.1 5.1 Degree Utilization, x 0.50 0.14 0.16 Capacity (veh/h) 773 656 649 Control Delay (s) 11.9 8.9 9.1 Approach Delay (s) 11.9 8.9 9.1 Approach LOS B A A Delay 10.9 Level of Service B Intersection Capacity Utilization 47.4% ICU Level of Service A @ 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 Future Traffic Volumes 43: Adelaide Street & South Street AM Peak Hour Movement EBL EBR NBL NBT SBT SBR Volume (veh/h) 48 58 0 1338 969 0 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 52 63 0 1454 1053 0 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) 140 358 px, platoon unblocked 0.81 vc, conflicting volume 1784 531 1057 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 1503 531 1057 tc, single (s) 6.8 6.9 4.1 tc, 2 stage (s) tf (s) 3.5 3.3 2.2 p0 queue free % 43 87 100 cm capacity (veh/h) 91 491 652 Direction, Lane # EB 1 NB 1 NB 2 SB 1 SB 2 Volume Total 115 727 727 527 527 Volume Left 52 0 0 0 0 Volume Right 63 0 0 0 0 csh 164 1700 1700 1700 1700 Volume to Capacity 0.70 0.43 0.43 0.31 0.31 Queue Length 95th (m) 33.6 0.0 0.0 0.0 0.0 Control Delay (s) 66.9 0.0 0.0 0.0 0.0 Lane LOS F Approach Delay (s) 66.9 0.0 0.0 Approach LOS F Average Delay 2.9 Intersection Capacity Utilization 51.0% ICU Level of Service A @ 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) 31 140 0 0 0 0 0 38 13 14 2 0 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Hourly flow rate (vph) 34 152 0 0 0 0 0 41 14 15 2 0 Pedestrians 3 4 3 Lane Width (m) 3.6 3.6 3.6 Walking Speed (m/s) 1.2 1.2 1.2 Percent Blockage 0 0 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked vc, conflicting volume 3 156 228 227 156 257 227 6 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 3 156 228 227 156 257 227 6 tc, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tc, 2 stage (s) tf (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 98 100 100 94 98 98 100 100 cm capacity (veh/h) 1615 1419 707 655 886 637 655 1071 Direction, Lane # EB 1 NB 1 SB 1 Volume Total 186 55 17 Volume Left 34 0 15 Volume Right 0 14 0 csh 1615 702 639 Volume to Capacity 0.02 0.08 0.03 Queue Length 95th (m) 0.5 2.1 0.7 Control Delay (s) 1.5 10.6 10.8 Lane LOS A B B Approach Delay (s) 1.5 10.6 10.8 Approach LOS B B Average Delay 4.0 Intersection Capacity Utilization 30.8% ICU Level of Service A @ 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 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) 5 0 1 26 0 139 7 672 0 0 173 22 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Hourly flow rate (vph) 5 0 1 28 0 151 8 730 0 0 188 24 Pedestrians 22 23 5 3 Lane Width (m) 3.6 3.6 3.6 3.6 Walking Speed (m/s) 1.2 1.2 1.2 1.2 Percent Blockage 2 2 0 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 288 px, platoon unblocked vc, conflicting volume 1122 991 227 975 1003 756 234 753 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 1122 991 227 975 1003 756 234 753 tc, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tc, 2 stage (s) tf (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 95 100 100 87 100 62 99 100 cm capacity (veh/h) 108 236 794 218 232 399 1309 840 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 7 179 738 212 Volume Left 5 28 8 0 Volume Right 1 151 0 24 csh 126 353 1309 1700 Volume to Capacity 0.05 0.51 0.01 0.12 Queue Length 95th (m) 1.3 22.0 0.1 0.0 Control Delay (s) 35.1 25.3 0.2 0.0 Lane LOS E D A Approach Delay (s) 35.1 25.3 0.2 0.0 Approach LOS E D Average Delay 4.3 Intersection Capacity Utilization 59.1% ICU Level of Service B @ 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) 0 0 0 1 204 13 30 54 0 0 11 9 Hourly flow rate (vph) 0 0 0 1 222 14 33 59 0 0 12 10 Direction, Lane # WB 1 NB 1 SB 1 Volume Total (vph) 237 91 22 Volume Left (vph) 1 33 0 Volume Right (vph) 14 0 10 Hadj (s) 0.00 0.11-0.24 Departure Headway (s) 4.2 4.6 4.3 Degree Utilization, x 0.27 0.12 0.03 Capacity (veh/h) 843 745 775 Control Delay (s) 8.7 8.2 7.4 Approach Delay (s) 8.7 8.2 7.4 Approach LOS A A A Delay 8.5 Level of Service A Intersection Capacity Utilization 31.4% ICU Level of Service A @ 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 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) 0 0 8 0 0 0 10 2126 340 139 1258 12 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Hourly flow rate (vph) 0 0 9 0 0 0 11 2311 370 151 1367 13 Pedestrians 26 10 Lane Width (m) 3.6 0.0 Walking Speed (m/s) 1.2 1.2 Percent Blockage 2 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 304 px, platoon unblocked 0.84 0.84 0.84 0.84 0.84 0.84 vc, conflicting volume 2879 4414 716 3522 4236 1350 1406 2690 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 2856 4685 279 3622 4473 1350 1101 2690 tc, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tc, 2 stage (s) tf (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 0 0 99 0 0 100 98 0 cm capacity (veh/h) 0 0 590 0 0 140 517 151 Direction, Lane # EB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total 9 11 1541 1140 151 912 469 Volume Left 0 11 0 0 151 0 0 Volume Right 9 0 0 370 0 0 13 csh 590 517 1700 1700 151 1700 1700 Volume to Capacity 0.01 0.02 0.91 0.67 1.00 0.54 0.28 Queue Length 95th (m) 0.4 0.5 0.0 0.0 60.5 0.0 0.0 Control Delay (s) 11.2 12.1 0.0 0.0 133.5 0.0 0.0 Lane LOS B B F Approach Delay (s) 11.2 0.0 13.2 Approach LOS B Average Delay 4.8 Intersection Capacity Utilization 92.9% ICU Level of Service F @ 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) 513 1047 76 16 575 110 139 443 46 99 145 56 Storage Length (m) 75.0 0.0 30.0 0.0 50.0 35.0 30.0 0.0 Storage Lanes 1 0 1 0 1 1 1 0 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 0.95 0.95 Ped Bike Factor 0.99 0.99 0.98 0.99 0.97 0.89 0.97 0.98 Frt 0.990 0.976 0.850 0.958 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1674 3327 0 1612 3242 0 1706 1814 1498 1583 3078 0 Flt Permitted 0.132 0.230 0.603 0.192 Satd. Flow (perm) 231 3327 0 384 3242 0 1048 1814 1338 309 3078 0 Satd. Flow (RTOR) 12 22 72 61 Link Speed (k/h) 48 48 50 50 Link Distance (m) 191.4 381.9 288.0 277.9 Travel Time (s) 14.4 28.6 20.7 20.0 Confl. Peds. (#/hr) 20 40 40 20 47 103 103 47 Heavy Vehicles (%) 5% 3% 15% 9% 5% 6% 3% 2% 5% 11% 3% 20% Adj. Flow (vph) 558 1138 83 17 625 120 151 482 50 108 158 61 Lane Group Flow (vph) 558 1221 0 17 745 0 151 482 50 108 219 0 Median Width(m) 3.6 3.6 3.6 3.6 Number of Detectors 1 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Left Thru Right Left Thru Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 2.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 2.0 10.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type pm+pt NA Perm NA Perm NA Perm Perm NA Protected Phases 5 2 6 4 8 Permitted Phases 2 6 4 4 8 Detector Phase 5 2 6 6 4 4 4 8 8 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 @ 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 357: Richmond Street & Horton Street AM Peak Hour Minimum Split (s) 9.0 27.6 27.6 27.6 38.4 38.4 38.4 38.4 38.4 Total Split (s) 28.0 60.0 32.0 32.0 40.0 40.0 40.0 40.0 40.0 Total Split (%) 28.0% 60.0% 32.0% 32.0% 40.0% 40.0% 40.0% 40.0% 40.0% Maximum Green (s) 24.0 54.4 26.4 26.4 33.6 33.6 33.6 33.6 33.6 Yellow Time (s) 3.0 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 1.0 2.3 2.3 2.3 3.1 3.1 3.1 3.1 3.1 Lost Time Adjust (s) 0.0-1.9-1.9-1.9-2.5-2.5-2.5-2.5-2.5 Total Lost Time (s) 4.0 3.7 3.7 3.7 3.9 3.9 3.9 3.9 3.9 Lead/Lag Lead Lag Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Max C-Max C-Max None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 15.0 15.0 15.0 25.0 25.0 25.0 25.0 25.0 Pedestrian Calls (#/hr) 8 8 8 8 8 8 8 8 Act Effct Green (s) 58.5 58.8 28.3 28.3 33.6 33.6 33.6 33.6 33.6 Actuated g/c Ratio 0.58 0.59 0.28 0.28 0.34 0.34 0.34 0.34 0.34 v/c Ratio 1.08 0.62 0.16 0.80 0.43 0.79 0.10 1.05 0.20 Control Delay 99.6 9.4 35.9 45.1 29.2 40.0 3.0 139.8 20.8 Queue Delay 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 99.6 9.5 35.9 45.1 29.2 40.0 3.0 139.8 20.8 LOS F A D D C D A F C Approach Delay 37.8 44.9 34.9 60.1 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 Street @ 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) 271 787 61 139 680 215 207 1609 46 69 869 134 Lane Width (m) 3.6 3.6 3.6 3.6 3.7 3.6 3.6 3.6 3.6 3.6 3.6 3.6 Storage Length (m) 30.0 0.0 75.0 70.0 45.0 40.0 25.0 30.0 Storage Lanes 1 0 1 1 1 1 1 1 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Ped Bike Factor 1.00 1.00 0.99 0.97 0.98 0.96 1.00 0.90 Frt 0.989 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1740 3338 0 1658 3353 1527 1674 3413 1367 1690 3413 1512 Flt Permitted 0.181 0.132 0.114 0.129 Satd. Flow (perm) 330 3338 0 229 3353 1481 198 3413 1309 229 3413 1361 Satd. Flow (RTOR) 9 164 128 128 Link Speed (k/h) 48 48 50 50 Link Distance (m) 381.9 487.9 283.3 278.6 Travel Time (s) 28.6 36.6 20.4 20.1 Confl. Peds. (#/hr) 20 40 40 20 93 32 32 93 Heavy Vehicles (%) 1% 4% 1% 6% 6% 3% 5% 3% 15% 4% 3% 4% Adj. Flow (vph) 295 855 66 151 739 234 225 1749 50 75 945 146 Lane Group Flow (vph) 295 921 0 151 739 234 225 1749 50 75 945 146 Median Width(m) 3.6 3.6 3.6 3.6 Headway Factor 1.04 1.04 1.04 1.04 1.02 1.04 1.04 1.04 1.04 1.04 1.04 1.04 Number of Detectors 1 1 1 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Right Left Thru Right Left Thru Right Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 2.0 10.0 2.0 2.0 10.0 2.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 2.0 10.0 2.0 2.0 10.0 2.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 3 8 7 4 5 2 1 6 Permitted Phases 8 4 4 2 2 6 6 Detector Phase 3 8 7 4 4 5 2 2 1 6 6 Switch Phase @ 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 359: Wellington Street & Horton Street AM Peak Hour Minimum Initial (s) 5.0 7.0 5.0 7.0 7.0 5.0 7.0 7.0 5.0 1.0 1.0 Minimum Split (s) 9.0 39.8 9.0 39.8 39.8 9.0 37.2 37.2 9.0 37.2 37.2 Total Split (s) 12.0 42.0 10.0 40.0 40.0 10.8 38.0 38.0 10.0 37.2 37.2 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) 8.0 35.3 6.0 33.3 33.3 6.8 31.8 31.8 6.0 31.0 31.0 Yellow Time (s) 3.0 3.3 3.0 3.3 3.3 3.0 3.3 3.3 3.0 3.3 3.3 All-Red Time (s) 1.0 3.4 1.0 3.4 3.4 1.0 2.9 2.9 1.0 2.9 2.9 Lost Time Adjust (s) 0.0-2.8 0.0-2.8-2.8 0.0-2.2-2.2 0.0-2.2-2.2 Total Lost Time (s) 4.0 3.9 4.0 3.9 3.9 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 26.0 26.0 26.0 24.0 24.0 24.0 24.0 Pedestrian Calls (#/hr) 10 10 10 10 10 10 10 Act Effct Green (s) 43.0 35.1 39.0 33.1 33.1 45.1 38.5 38.5 39.6 33.2 33.2 Actuated g/c Ratio 0.43 0.35 0.39 0.33 0.33 0.45 0.38 0.38 0.40 0.33 0.33 v/c Ratio 1.16 0.78 0.87 0.67 0.39 0.96 1.33 0.09 0.41 0.83 0.27 Control Delay 122.4 18.9 68.6 40.1 18.2 71.3 178.0 0.8 30.7 42.1 14.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 122.4 18.9 68.6 40.1 18.2 71.3 178.0 0.8 30.7 42.1 14.1 LOS F B E D B E F A C D B Approach Delay 44.0 39.4 161.7 37.8 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 Street @ 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) 66 537 6 4 780 1 17 16 20 5 7 20 Lane Util. Factor 0.95 0.95 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 1.00 0.98 0.98 Frt 0.998 0.948 0.915 Flt Protected 0.995 0.984 0.993 Satd. Flow (prot) 0 3361 0 0 3314 0 0 1557 0 0 1395 0 Flt Permitted 0.771 0.953 0.890 0.954 Satd. Flow (perm) 0 2603 0 0 3158 0 0 1403 0 0 1337 0 Satd. Flow (RTOR) 2 22 22 Link Speed (k/h) 48 48 50 50 Link Distance (m) 243.7 87.0 281.0 277.7 Travel Time (s) 18.3 6.5 20.2 20.0 Confl. Peds. (#/hr) 5 3 3 5 7 11 11 7 Heavy Vehicles (%) 1% 4% 17% 14% 6% 25% 0% 10% 17% 8% 8% 25% Adj. Flow (vph) 72 584 7 4 848 1 18 17 22 5 8 22 Lane Group Flow (vph) 0 663 0 0 853 0 0 57 0 0 35 0 Median Width(m) 3.6 3.6 0.0 0.0 Number of Detectors 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 2 6 4 8 Permitted Phases 2 6 4 8 Detector Phase 2 2 6 6 4 4 8 8 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 18.6 18.6 18.6 18.6 23.5 23.5 23.5 23.5 Total Split (s) 73.0 73.0 73.0 73.0 27.0 27.0 27.0 27.0 Total Split (%) 73.0% 73.0% 73.0% 73.0% 27.0% 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 Future Traffic Volumes 360: Maitland Street & Horton Street AM Peak Hour Maximum Green (s) 67.4 67.4 67.4 67.4 21.5 21.5 21.5 21.5 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.3 2.3 2.3 2.3 2.2 2.2 2.2 2.2 Lost Time Adjust (s) -1.1-1.1-1.5-1.5 Total Lost Time (s) 4.5 4.5 4.0 4.0 Lead/Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode C-Max C-Max Max Max None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 6.0 6.0 6.0 6.0 10.0 10.0 10.0 10.0 Pedestrian Calls (#/hr) 3 3 3 3 3 3 3 3 Act Effct Green (s) 83.7 83.7 11.2 11.2 Actuated g/c Ratio 0.84 0.84 0.11 0.11 v/c Ratio 0.30 0.32 0.32 0.21 Control Delay 8.3 9.4 31.7 19.4 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 8.3 9.4 31.7 19.4 LOS A A C B Approach Delay 8.3 9.4 31.7 19.4 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 Street @ 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) 366 441 40 22 552 128 77 269 38 66 233 190 Storage Length (m) 60.0 0.0 30.0 0.0 30.0 30.0 45.0 40.0 Storage Lanes 1 0 1 0 1 1 1 1 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 Ped Bike Factor 1.00 1.00 1.00 1.00 0.99 1.00 0.98 0.97 Frt 0.988 0.972 0.982 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1723 3404 0 1758 3368 0 1758 3435 0 1740 1832 1512 Flt Permitted 0.267 0.459 0.350 0.434 Satd. Flow (perm) 483 3404 0 848 3368 0 641 3435 0 782 1832 1471 Satd. Flow (RTOR) 18 29 16 207 Link Speed (k/h) 48 48 50 50 Link Distance (m) 487.9 243.7 282.4 278.0 Travel Time (s) 36.6 18.3 20.3 20.0 Confl. Peds. (#/hr) 9 1 1 9 13 23 23 13 Heavy Vehicles (%) 2% 2% 0% 0% 1% 1% 0% 0% 0% 1% 1% 4% Adj. Flow (vph) 398 479 43 24 600 139 84 292 41 72 253 207 Lane Group Flow (vph) 398 522 0 24 739 0 84 333 0 72 253 207 Median Width(m) 3.6 3.6 3.6 3.6 Number of Detectors 1 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Left Thru Left Thru Right Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 2.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 2.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type pm+pt NA Perm NA Perm NA Perm NA Perm Protected Phases 5 2 6 4 8 Permitted Phases 2 6 4 8 8 Detector Phase 5 2 6 6 4 4 8 8 8 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 @ 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 Future Traffic Volumes 361: Colborne Street & Horton Street AM Peak Hour Minimum Split (s) 9.0 29.7 29.7 29.7 31.0 31.0 31.0 31.0 31.0 Total Split (s) 31.0 67.0 36.0 36.0 33.0 33.0 33.0 33.0 33.0 Total Split (%) 31.0% 67.0% 36.0% 36.0% 33.0% 33.0% 33.0% 33.0% 33.0% Maximum Green (s) 27.0 61.3 30.3 30.3 27.0 27.0 27.0 27.0 27.0 Yellow Time (s) 3.0 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 1.0 2.4 2.4 2.4 2.7 2.7 2.7 2.7 2.7 Lost Time Adjust (s) 0.0-1.7-1.7-1.7-2.0-2.0-2.0-2.0-2.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Max C-Max C-Max None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 17.0 17.0 17.0 18.0 18.0 18.0 18.0 18.0 Pedestrian Calls (#/hr) 3 3 3 3 3 3 3 3 Act Effct Green (s) 70.8 70.8 48.5 48.5 21.2 21.2 21.2 21.2 21.2 Actuated g/c Ratio 0.71 0.71 0.48 0.48 0.21 0.21 0.21 0.21 0.21 v/c Ratio 0.70 0.22 0.06 0.45 0.62 0.45 0.44 0.65 0.44 Control Delay 31.5 16.2 18.7 13.7 54.8 33.7 36.1 38.7 7.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 31.5 16.2 18.7 13.7 54.8 33.7 36.1 38.7 7.5 LOS C B B B D C D D A Approach Delay 22.8 13.8 38.0 26.2 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 Street @ 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) 0 0 0 214 90 110 52 1826 0 0 1286 34 Storage Length (m) 0.0 0.0 45.0 45.0 35.0 0.0 0.0 5.0 Storage Lanes 0 0 1 1 1 0 0 1 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Ped Bike Factor 0.99 0.98 0.93 Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 0 0 0 1723 1814 1542 1690 3413 0 0 3413 1498 Flt Permitted 0.950 0.147 Satd. Flow (perm) 0 0 0 1713 1814 1518 261 3413 0 0 3413 1394 Satd. Flow (RTOR) 29 33 Link Speed (k/h) 48 50 50 50 Link Distance (m) 250.2 489.2 303.6 283.3 Travel Time (s) 18.8 35.2 21.9 20.4 Confl. Peds. (#/hr) 3 5 5 3 20 19 19 20 Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 4% 3% 2% 2% 3% 5% Adj. Flow (vph) 0 0 0 233 98 120 57 1985 0 0 1398 37 Lane Group Flow (vph) 0 0 0 233 98 120 57 1985 0 0 1398 37 Median Width(m) 3.6 3.6 3.6 3.6 Turning Speed (k/h) 24 14 25 15 24 15 25 14 Number of Detectors 1 2 1 1 1 1 1 Detector Template Left Thru Right Left Thru Thru Right Leading Detector (m) 2.0 10.0 2.0 2.0 10.0 10.0 2.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 0.6 2.0 2.0 10.0 10.0 2.0 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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 Perm @ 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 Future Traffic Volumes 369: Wellington Street & Grey Street AM Peak Hour Protected Phases 8 2 6 Permitted Phases 8 8 2 6 Detector Phase 8 8 8 2 2 6 6 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 33.0 33.0 33.0 28.7 28.7 25.7 25.7 Total Split (s) 37.0 37.0 37.0 63.0 63.0 63.0 63.0 Total Split (%) 37.0% 37.0% 37.0% 63.0% 63.0% 63.0% 63.0% Maximum Green (s) 31.0 31.0 31.0 57.3 57.3 57.3 57.3 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.7 2.7 2.7 2.4 2.4 2.4 2.4 Lost Time Adjust (s) 0.0 0.0 0.0-1.9-1.9-1.9-1.9 Total Lost Time (s) 6.0 6.0 6.0 3.8 3.8 3.8 3.8 Lead/Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None C-Max C-Max C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 20.0 20.0 20.0 16.0 16.0 13.0 13.0 Pedestrian Calls (#/hr) 2 2 2 2 2 2 2 Act Effct Green (s) 19.8 19.8 19.8 70.4 70.4 70.4 70.4 Actuated g/c Ratio 0.20 0.20 0.20 0.70 0.70 0.70 0.70 v/c Ratio 0.69 0.27 0.37 0.31 0.83 0.58 0.04 Control Delay 46.9 33.8 27.5 13.6 16.1 12.5 5.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 46.9 33.8 27.5 13.6 16.1 12.5 5.9 LOS D C C B B B A Approach Delay 38.9 16.0 12.4 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 Street @ 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) 66 430 70 124 922 208 128 1128 77 184 1023 43 Storage Length (m) 45.0 0.0 35.0 0.0 35.0 0.0 30.0 0.0 Storage Lanes 1 0 1 0 1 0 1 0 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 Ped Bike Factor 0.99 0.99 0.97 0.99 1.00 1.00 1.00 Frt 0.979 0.972 0.990 0.994 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1706 3246 0 1723 3259 0 1740 3355 0 1690 3322 0 Flt Permitted 0.129 0.270 0.188 0.099 Satd. Flow (perm) 230 3246 0 475 3259 0 343 3355 0 176 3322 0 Satd. Flow (RTOR) 19 33 8 6 Link Speed (k/h) 48 48 50 50 Link Distance (m) 222.7 263.8 58.0 458.1 Travel Time (s) 16.7 19.8 4.2 33.0 Confl. Peds. (#/hr) 55 74 74 55 19 37 37 19 Confl. Bikes (#/hr) 4 Heavy Vehicles (%) 3% 4% 8% 2% 3% 5% 1% 3% 8% 4% 5% 5% Adj. Flow (vph) 72 467 76 135 1002 226 139 1226 84 200 1112 47 Lane Group Flow (vph) 72 543 0 135 1228 0 139 1310 0 200 1159 0 Median Width(m) 3.6 3.6 3.6 3.6 Number of Detectors 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Perm NA pm+pt NA Perm NA pm+pt NA Protected Phases 6 5 2 8 7 4 Permitted Phases 6 2 8 4 Detector Phase 6 6 5 2 8 8 7 4 Switch Phase @ 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 Future Traffic Volumes 374: Adelaide Street & Hamilton Road AM Peak Hour Minimum Initial (s) 7.0 7.0 5.0 7.0 7.0 7.0 5.0 7.0 Minimum Split (s) 31.3 31.3 9.0 31.3 28.5 28.5 11.0 28.5 Total Split (s) 35.0 35.0 10.0 45.0 43.0 43.0 12.0 55.0 Total Split (%) 35.0% 35.0% 10.0% 45.0% 43.0% 43.0% 12.0% 55.0% Maximum Green (s) 28.7 28.7 6.0 38.7 36.5 36.5 8.0 48.5 Yellow Time (s) 3.3 3.3 3.0 3.3 3.4 3.4 3.0 3.4 All-Red Time (s) 3.0 3.0 1.0 3.0 3.1 3.1 1.0 3.1 Lost Time Adjust (s) -2.3-2.3 0.0-2.3-2.4-2.4 0.0-2.4 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.1 4.1 4.0 4.1 Lead/Lag Lag Lag Lead Lag Lag Lead Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode C-Max C-Max None C-Max Max Max None Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 18.0 18.0 18.0 15.0 15.0 15.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 Act Effct Green (s) 31.0 31.0 41.0 41.0 38.9 38.9 51.0 50.9 Actuated g/c Ratio 0.31 0.31 0.41 0.41 0.39 0.39 0.51 0.51 v/c Ratio 1.01 0.53 0.50 0.91 1.05 1.00 0.95 0.68 Control Delay 150.6 32.8 26.2 38.0 124.5 56.3 74.9 10.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 150.6 32.8 26.2 38.0 124.5 56.3 74.9 10.9 LOS F C C D F E E B Approach Delay 46.6 36.8 62.8 20.3 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 Road @ 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) 20 0 5 165 1 161 1 315 3 3 638 3 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Hourly flow rate (vph) 22 0 5 179 1 175 1 342 3 3 693 3 Pedestrians 26 26 10 3 Lane Width (m) 3.6 3.6 3.6 3.6 Walking Speed (m/s) 1.2 1.2 1.2 1.2 Percent Blockage 2 2 1 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 287 px, platoon unblocked 0.78 0.78 0.78 0.78 0.78 0.78 vc, conflicting volume 1252 1101 731 1089 1101 373 723 372 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 1184 992 520 977 992 373 510 372 tc, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tc, 2 stage (s) tf (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 76 100 99 0 99 73 100 100 cm capacity (veh/h) 90 184 423 167 184 657 810 1161 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 27 355 347 700 Volume Left 22 179 1 3 Volume Right 5 175 3 3 csh 106 264 810 1161 Volume to Capacity 0.26 1.35 0.00 0.00 Queue Length 95th (m) 7.2 141.5 0.0 0.1 Control Delay (s) 50.1 216.8 0.0 0.1 Lane LOS F F A A Approach Delay (s) 50.1 216.8 0.0 0.1 Approach LOS F F Average Delay 54.9 Intersection Capacity Utilization 63.1% ICU Level of Service B Page 2

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) 0 0 58 1483 1481 97 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 0 0 63 1612 1610 105 Pedestrians 25 1 1 Lane Width (m) 0.0 3.6 3.6 Walking Speed (m/s) 1.2 1.2 1.2 Percent Blockage 0 0 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 52 px, platoon unblocked 0.62 0.62 0.62 vc, conflicting volume 2621 884 1740 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 2387 0 963 tc, single (s) 6.8 6.9 4.1 tc, 2 stage (s) tf (s) 3.5 3.3 2.2 p0 queue free % 100 100 86 cm capacity (veh/h) 15 670 439 Direction, Lane # NB 1 NB 2 SB 1 SB 2 Volume Total 600 1075 1073 642 Volume Left 63 0 0 0 Volume Right 0 0 0 105 csh 439 1700 1700 1700 Volume to Capacity 0.14 0.63 0.63 0.38 Queue Length 95th (m) 3.8 0.0 0.0 0.0 Control Delay (s) 4.3 0.0 0.0 0.0 Lane LOS A Approach Delay (s) 1.5 0.0 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) 0 0 0 8 199 10 46 49 0 0 21 28 Hourly flow rate (vph) 0 0 0 9 216 11 50 53 0 0 23 30 Direction, Lane # WB 1 NB 1 SB 1 Volume Total (vph) 236 103 53 Volume Left (vph) 9 50 0 Volume Right (vph) 11 0 30 Hadj (s) 0.01 0.13-0.31 Departure Headway (s) 4.3 4.6 4.3 Degree Utilization, x 0.28 0.13 0.06 Capacity (veh/h) 816 734 784 Control Delay (s) 8.9 8.4 7.6 Approach Delay (s) 8.9 8.4 7.6 Approach LOS A A A Delay 8.6 Level of Service A Intersection Capacity Utilization 37.1% ICU Level of Service A Page 6

Lanes, Volumes, Timings 2027 Future Traffic Volumes 52: Colborne Street & Grey Street PM Peak Hour Volume (vph) 0 0 0 3 241 16 98 220 0 0 164 297 Storage Length (m) 0.0 0.0 0.0 15.0 30.0 0.0 0.0 0.0 Storage Lanes 0 0 0 1 1 0 0 0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 0.97 0.99 0.97 Frt 0.850 0.913 Flt Protected 0.999 0.950 Satd. Flow (prot) 0 0 0 0 1812 1542 1723 1814 0 0 1610 0 Flt Permitted 0.999 0.305 Satd. Flow (perm) 0 0 0 0 1812 1489 548 1814 0 0 1610 0 Satd. Flow (RTOR) 51 226 Link Speed (k/h) 50 50 50 50 Link Distance (m) 302.9 243.0 281.3 142.5 Travel Time (s) 21.8 17.5 20.3 10.3 Confl. Peds. (#/hr) 8 9 9 8 12 13 13 12 Adj. Flow (vph) 0 0 0 3 262 17 107 239 0 0 178 323 Lane Group Flow (vph) 0 0 0 0 265 17 107 239 0 0 501 0 Median Width(m) 0.0 0.0 3.6 3.6 Number of Detectors 1 2 1 1 2 2 Detector Template Left Thru Right Left Thru Thru Leading Detector (m) 2.0 10.0 2.0 2.0 10.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 0.6 2.0 2.0 0.6 0.6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(m) 9.4 9.4 9.4 Detector 2 Size(m) 0.6 0.6 0.6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 Turn Type Perm NA Perm Perm NA NA Protected Phases 2 4 4 Page 7 Lanes, Volumes, Timings 2027 Future Traffic Volumes 52: Colborne Street & Grey Street PM Peak Hour Permitted Phases 2 2 4 Detector Phase 2 2 2 4 4 4 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 23.7 23.7 23.7 23.2 23.2 23.2 Total Split (s) 23.7 23.7 23.7 23.2 23.2 23.2 Total Split (%) 50.5% 50.5% 50.5% 49.5% 49.5% 49.5% Maximum Green (s) 18.0 18.0 18.0 18.0 18.0 18.0 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.4 2.4 2.4 1.9 1.9 1.9 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.7 5.7 5.2 5.2 5.2 Lead/Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode Max Max Max None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 6.0 6.0 6.0 5.0 5.0 5.0 Pedestrian Calls (#/hr) 3 3 3 3 3 3 Act Effct Green (s) 18.2 18.2 13.1 13.1 13.1 Actuated g/c Ratio 0.43 0.43 0.31 0.31 0.31 v/c Ratio 0.34 0.03 0.63 0.43 0.77 Control Delay 10.9 1.0 30.9 13.7 15.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 10.9 1.0 30.9 13.7 15.4 LOS B A C B B Approach Delay 10.3 19.0 15.4 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

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) 30 77 0 1315 1373 0 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 33 84 0 1429 1492 0 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) 144 339 px, platoon unblocked 0.76 0.66 0.66 vc, conflicting volume 2214 753 1499 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 786 0 740 tc, single (s) 6.8 6.9 4.1 tc, 2 stage (s) tf (s) 3.5 3.3 2.2 p0 queue free % 87 88 100 cm capacity (veh/h) 250 716 569 Direction, Lane # EB 1 NB 1 NB 2 SB 1 SB 2 Volume Total 116 715 715 746 746 Volume Left 33 0 0 0 0 Volume Right 84 0 0 0 0 csh 471 1700 1700 1700 1700 Volume to Capacity 0.25 0.42 0.42 0.44 0.44 Queue Length 95th (m) 7.3 0.0 0.0 0.0 0.0 Control Delay (s) 15.1 0.0 0.0 0.0 0.0 Lane LOS C Approach Delay (s) 15.1 0.0 0.0 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) 13 102 5 0 0 0 0 39 11 16 8 0 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Hourly flow rate (vph) 14 111 5 0 0 0 0 42 12 17 9 0 Pedestrians 5 7 6 4 Lane Width (m) 3.6 0.0 3.6 3.6 Walking Speed (m/s) 1.2 1.2 1.2 1.2 Percent Blockage 0 0 1 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked vc, conflicting volume 4 122 157 152 127 186 155 9 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 4 122 157 152 127 186 155 9 tc, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tc, 2 stage (s) tf (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 99 100 100 94 99 98 99 100 cm capacity (veh/h) 1612 1458 784 727 919 719 725 1065 Direction, Lane # EB 1 NB 1 SB 1 Volume Total 130 54 26 Volume Left 14 0 17 Volume Right 5 12 0 csh 1612 762 721 Volume to Capacity 0.01 0.07 0.04 Queue Length 95th (m) 0.2 1.7 0.9 Control Delay (s) 0.8 10.1 10.2 Lane LOS A B B Approach Delay (s) 0.8 10.1 10.2 Approach LOS B B Average Delay 4.4 Intersection Capacity Utilization 28.8% ICU Level of Service A Page 12

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) 0 0 21 0 0 0 22 1769 200 90 2473 8 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Hourly flow rate (vph) 0 0 23 0 0 0 24 1923 217 98 2688 9 Pedestrians 38 14 3 2 Lane Width (m) 3.6 0.0 3.6 3.6 Walking Speed (m/s) 1.2 1.2 1.2 1.2 Percent Blockage 3 0 0 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 279 px, platoon unblocked 0.37 0.37 0.37 0.37 0.37 0.37 vc, conflicting volume 3937 5128 1389 3659 5024 1086 2735 2154 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 5522 8726 0 4773 8445 1086 2286 2154 tc, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tc, 2 stage (s) tf (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 100 100 94 100 100 100 70 60 cm capacity (veh/h) 0 0 389 0 0 211 79 246 Direction, Lane # EB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total 23 24 1282 858 98 1792 905 Volume Left 0 24 0 0 98 0 0 Volume Right 23 0 0 217 0 0 9 csh 389 79 1700 1700 246 1700 1700 Volume to Capacity 0.06 0.30 0.75 0.50 0.40 1.05 0.53 Queue Length 95th (m) 1.4 8.6 0.0 0.0 13.7 0.0 0.0 Control Delay (s) 14.8 69.8 0.0 0.0 29.0 0.0 0.0 Lane LOS B F D Approach Delay (s) 14.8 0.8 1.0 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) 109 114 50 0 0 0 0 112 6 21 119 0 Hourly flow rate (vph) 118 124 54 0 0 0 0 122 7 23 129 0 Direction, Lane # EB 1 NB 1 SB 1 Volume Total (vph) 297 128 152 Volume Left (vph) 118 0 23 Volume Right (vph) 54 7 0 Hadj (s) 0.00 0.00 0.06 Departure Headway (s) 4.6 4.8 4.9 Degree Utilization, x 0.38 0.17 0.21 Capacity (veh/h) 743 695 690 Control Delay (s) 10.4 8.9 9.1 Approach Delay (s) 10.4 8.9 9.1 Approach LOS B A A Delay 9.7 Level of Service A Intersection Capacity Utilization 43.2% ICU Level of Service A Page 16

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) 17 154 8 6 139 14 14 14 10 24 10 6 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Hourly flow rate (vph) 18 167 9 7 151 15 15 15 11 26 11 7 Pedestrians 10 16 18 7 Lane Width (m) 3.6 3.6 3.6 3.6 Walking Speed (m/s) 1.2 1.2 1.2 1.2 Percent Blockage 1 1 2 1 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked vc, conflicting volume 173 194 420 413 206 422 410 176 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 173 194 420 413 206 422 410 176 tc, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tc, 2 stage (s) tf (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 99 100 97 97 99 95 98 99 cm capacity (veh/h) 1395 1358 503 509 811 498 511 855 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 195 173 41 43 Volume Left 18 7 15 26 Volume Right 9 15 11 7 csh 1395 1358 562 535 Volume to Capacity 0.01 0.00 0.07 0.08 Queue Length 95th (m) 0.3 0.1 1.8 2.0 Control Delay (s) 0.8 0.3 11.9 12.3 Lane LOS A A B B Approach Delay (s) 0.8 0.3 11.9 12.3 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) 38 55 120 59 38 85 73 1140 79 28 1337 29 Storage Length (m) 35.0 0.0 25.0 0.0 0.0 0.0 0.0 0.0 Storage Lanes 1 0 1 0 0 0 0 0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 0.95 0.95 0.95 Ped Bike Factor 0.99 0.98 0.99 0.99 1.00 1.00 Frt 0.897 0.896 0.991 0.997 Flt Protected 0.950 0.950 0.997 0.999 Satd. Flow (prot) 1723 1600 0 1723 1602 0 0 3398 0 0 3430 0 Flt Permitted 0.672 0.539 0.709 0.895 Satd. Flow (perm) 1210 1600 0 968 1602 0 0 2416 0 0 3073 0 Satd. Flow (RTOR) 42 69 15 5 Link Speed (k/h) 50 50 50 50 Link Distance (m) 411.4 72.1 138.2 143.9 Travel Time (s) 29.6 5.2 10.0 10.4 Confl. Peds. (#/hr) 7 10 10 7 6 5 5 6 Adj. Flow (vph) 41 60 130 64 41 92 79 1239 86 30 1453 32 Lane Group Flow (vph) 41 190 0 64 133 0 0 1404 0 0 1515 0 Median Width(m) 3.6 3.6 0.0 0.0 Number of Detectors 1 2 1 2 1 2 1 2 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 0.6 2.0 0.6 2.0 0.6 2.0 0.6 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(m) 9.4 9.4 9.4 9.4 Detector 2 Size(m) 0.6 0.6 0.6 0.6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4 4 2 2 Page 19

Lanes, Volumes, Timings 2027 Future Traffic Volumes 74: Adelaide Street & Nelson Street PM Peak Hour Permitted Phases 4 4 2 2 Detector Phase 4 4 4 4 2 2 2 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 24.9 24.9 24.9 24.9 23.6 23.6 23.6 23.6 Total Split (s) 26.0 26.0 26.0 26.0 54.0 54.0 54.0 54.0 Total Split (%) 32.5% 32.5% 32.5% 32.5% 67.5% 67.5% 67.5% 67.5% Maximum Green (s) 20.1 20.1 20.1 20.1 48.4 48.4 48.4 48.4 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.6 2.6 2.6 2.6 2.3 2.3 2.3 2.3 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.9 5.9 5.9 5.9 5.6 5.6 Lead/Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None C-Max C-Max C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 12.0 12.0 12.0 12.0 8.0 8.0 8.0 8.0 Pedestrian Calls (#/hr) 2 2 2 2 2 2 2 2 Act Effct Green (s) 13.0 13.0 13.0 13.0 55.5 55.5 Actuated g/c Ratio 0.16 0.16 0.16 0.16 0.69 0.69 v/c Ratio 0.21 0.64 0.41 0.42 0.84 0.71 Control Delay 29.3 33.6 36.1 18.6 16.5 10.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 29.3 33.6 36.1 18.6 16.5 10.8 LOS C C D B B B Approach Delay 32.8 24.3 16.5 10.8 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) 225 785 70 54 1106 56 167 203 33 209 384 254 Storage Length (m) 75.0 0.0 30.0 0.0 50.0 30.0 30.0 0.0 Storage Lanes 1 0 1 0 1 1 1 0 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 0.95 0.95 Ped Bike Factor 0.99 0.98 1.00 0.99 0.88 0.92 0.98 Frt 0.988 0.993 0.850 0.940 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1612 3358 0 1598 3443 0 1674 1779 1512 1690 3122 0 Flt Permitted 0.072 0.308 0.161 0.620 Satd. Flow (perm) 122 3358 0 506 3443 0 281 1779 1336 1016 3122 0 Satd. Flow (RTOR) 13 5 60 133 Link Speed (k/h) 50 50 50 50 Link Distance (m) 191.4 381.9 286.4 277.9 Travel Time (s) 13.8 27.5 20.6 20.0 Confl. Peds. (#/hr) 27 30 30 27 29 95 95 29 Heavy Vehicles (%) 9% 2% 9% 10% 1% 3% 5% 4% 4% 4% 2% 7% Adj. Flow (vph) 245 853 76 59 1202 61 182 221 36 227 417 276 Lane Group Flow (vph) 245 929 0 59 1263 0 182 221 36 227 693 0 Median Width(m) 3.6 3.6 3.6 3.6 Number of Detectors 1 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Left Thru Right Left Thru Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 2.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 2.0 10.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type pm+pt NA Perm NA pm+pt NA Perm Perm NA Protected Phases 5 2 6 7 4 8 Permitted Phases 2 6 6 4 4 8 Detector Phase 5 2 6 6 7 4 4 8 8 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 7.0 4.0 7.0 7.0 7.0 7.0 Page 21

Lanes, Volumes, Timings 2027 Future Traffic Volumes 357: Richmond Street & Horton Street PM Peak Hour Minimum Split (s) 9.0 27.6 27.6 27.6 8.0 38.4 38.4 38.4 38.4 Total Split (s) 15.0 72.0 57.0 57.0 8.0 48.0 48.0 40.0 40.0 Total Split (%) 12.5% 60.0% 47.5% 47.5% 6.7% 40.0% 40.0% 33.3% 33.3% Maximum Green (s) 11.0 66.4 51.4 51.4 4.0 41.6 41.6 33.6 33.6 Yellow Time (s) 3.0 3.3 3.3 3.3 3.0 3.3 3.3 3.3 3.3 All-Red Time (s) 1.0 2.3 2.3 2.3 1.0 3.1 3.1 3.1 3.1 Lost Time Adjust (s) 0.0-1.9-1.9-1.9-2.5-2.5-2.5-2.5-2.5 Total Lost Time (s) 4.0 3.7 3.7 3.7 1.5 3.9 3.9 3.9 3.9 Lead/Lag Lead Lag Lag Lead Lag Lag Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Max C-Max C-Max None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 15.0 15.0 15.0 25.0 25.0 25.0 25.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 71.7 72.0 53.3 53.3 42.8 40.4 40.4 32.4 32.4 Actuated g/c Ratio 0.60 0.60 0.44 0.44 0.36 0.34 0.34 0.27 0.27 v/c Ratio 0.96 0.46 0.26 0.82 1.04 0.37 0.07 0.83 0.74 Control Delay 81.2 14.6 32.5 37.7 110.8 31.3 2.6 52.9 25.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 81.2 14.6 32.5 37.7 110.8 31.3 2.6 52.9 25.8 LOS F B C D F C A D C Approach Delay 28.5 37.5 61.9 32.5 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) 123 780 134 209 953 171 266 1360 130 91 1417 248 Storage Length (m) 30.0 0.0 95.0 70.0 45.0 40.0 25.0 30.0 Storage Lanes 1 0 1 1 1 1 1 1 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Ped Bike Factor 1.00 0.99 0.99 0.96 0.93 0.85 Frt 0.978 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1706 3302 0 1723 3413 1512 1723 3446 1512 1706 3446 1557 Flt Permitted 0.117 0.110 0.083 0.084 Satd. Flow (perm) 209 3302 0 198 3413 1449 151 3446 1410 151 3446 1324 Satd. Flow (RTOR) 17 155 106 106 Link Speed (k/h) 50 50 50 50 Link Distance (m) 381.9 487.9 284.9 278.6 Travel Time (s) 27.5 35.1 20.5 20.1 Confl. Peds. (#/hr) 28 38 38 28 121 49 49 121 Heavy Vehicles (%) 3% 3% 5% 2% 3% 4% 2% 2% 4% 3% 2% 1% Adj. Flow (vph) 134 848 146 227 1036 186 289 1478 141 99 1540 270 Lane Group Flow (vph) 134 994 0 227 1036 186 289 1478 141 99 1540 270 Median Width(m) 3.6 3.6 3.6 3.6 Number of Detectors 1 1 1 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Right Left Thru Right Left Thru Right Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 2.0 10.0 2.0 2.0 10.0 2.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 2.0 10.0 2.0 2.0 10.0 2.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 3 8 7 4 5 2 1 6 Permitted Phases 8 4 4 2 2 6 6 Detector Phase 3 8 7 4 4 5 2 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 7.0 5.0 7.0 7.0 5.0 7.0 7.0 Page 23

Lanes, Volumes, Timings 2027 Future Traffic Volumes 359: Wellington Street & Horton Street PM Peak Hour Minimum Split (s) 9.0 39.8 9.0 39.8 39.8 9.0 37.2 37.2 9.0 37.2 37.2 Total Split (s) 11.0 41.0 13.0 43.0 43.0 12.0 54.0 54.0 12.0 54.0 54.0 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) 7.0 34.3 9.0 36.3 36.3 8.0 47.8 47.8 8.0 47.8 47.8 Yellow Time (s) 3.0 3.3 3.0 3.3 3.3 3.0 3.3 3.3 3.0 3.3 3.3 All-Red Time (s) 1.0 3.4 1.0 3.4 3.4 1.0 2.9 2.9 1.0 2.9 2.9 Lost Time Adjust (s) 0.0-2.8 0.0-2.8-2.8 0.0-2.2-2.2 0.0-2.2-2.2 Total Lost Time (s) 4.0 3.9 4.0 3.9 3.9 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 26.0 26.0 26.0 24.0 24.0 24.0 24.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 44.0 37.1 48.0 39.1 39.1 58.3 50.3 50.3 57.7 50.0 50.0 Actuated g/c Ratio 0.37 0.31 0.40 0.33 0.33 0.49 0.42 0.42 0.48 0.42 0.42 v/c Ratio 0.82 0.96 1.18 0.93 0.32 1.63 1.02 0.22 0.58 1.07 0.44 Control Delay 63.1 49.8 143.7 53.6 10.3 330.7 53.9 6.5 36.4 60.9 5.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 63.1 49.8 143.7 53.6 10.3 330.7 53.9 6.5 36.4 60.9 5.2 LOS E D F D B F D A D E A Approach Delay 51.4 62.2 92.3 51.8 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) 26 867 11 6 818 11 15 8 32 11 20 60 Storage Length (m) 30.0 0.0 30.0 0.0 30.0 0.0 30.0 0.0 Storage Lanes 0 0 0 0 0 0 0 0 Lane Util. Factor 0.95 0.95 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 1.00 0.97 0.97 Frt 0.998 0.998 0.921 0.911 Flt Protected 0.999 0.987 0.994 Satd. Flow (prot) 0 3398 0 0 3397 0 0 1588 0 0 1569 0 Flt Permitted 0.904 0.947 0.816 0.967 Satd. Flow (perm) 0 3073 0 0 3216 0 0 1303 0 0 1523 0 Satd. Flow (RTOR) 2 2 35 65 Link Speed (k/h) 50 50 50 50 Link Distance (m) 243.7 87.0 140.0 277.7 Travel Time (s) 17.5 6.3 10.1 20.0 Confl. Peds. (#/hr) 22 26 26 22 18 11 11 18 Heavy Vehicles (%) 0% 3% 7% 6% 3% 10% 0% 25% 0% 7% 8% 1% Adj. Flow (vph) 28 942 12 7 889 12 16 9 35 12 22 65 Lane Group Flow (vph) 0 982 0 0 908 0 0 60 0 0 99 0 Median Width(m) 3.6 3.6 0.0 0.0 Number of Detectors 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 2 6 4 8 Permitted Phases 2 6 4 8 Detector Phase 2 2 6 6 4 4 8 8 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Page 25

Lanes, Volumes, Timings 2027 Future Traffic Volumes 360: Maitland Street & Horton Street PM Peak Hour Minimum Split (s) 18.6 18.6 18.6 18.6 22.6 22.6 22.6 22.6 Total Split (s) 87.0 87.0 87.0 87.0 33.0 33.0 33.0 33.0 Total Split (%) 72.5% 72.5% 72.5% 72.5% 27.5% 27.5% 27.5% 27.5% Maximum Green (s) 81.4 81.4 81.4 81.4 27.4 27.4 27.4 27.4 Yellow Time (s) 3.3 3.3 3.3 3.3 3.4 3.4 3.4 3.4 All-Red Time (s) 2.3 2.3 2.3 2.3 2.2 2.2 2.2 2.2 Lost Time Adjust (s) -1.1-1.1-1.5-1.5 Total Lost Time (s) 4.5 4.5 4.1 4.1 Lead/Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode C-Max C-Max Max Max None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 6.0 6.0 6.0 6.0 10.0 10.0 10.0 10.0 Pedestrian Calls (#/hr) 5 5 5 5 5 5 5 5 Act Effct Green (s) 100.0 100.0 11.4 11.4 Actuated g/c Ratio 0.83 0.83 0.10 0.10 v/c Ratio 0.38 0.34 0.39 0.49 Control Delay 1.6 3.0 31.9 27.5 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 1.6 3.0 31.9 27.5 LOS A A C C Approach Delay 1.6 3.0 31.9 27.5 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) 259 563 93 59 716 70 81 237 55 204 381 310 Storage Length (m) 150.0 0.0 30.0 0.0 30.0 30.0 45.0 40.0 Storage Lanes 1 0 1 0 1 1 1 1 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 Ped Bike Factor 0.99 0.99 1.00 0.99 0.99 0.99 0.97 Frt 0.979 0.987 0.972 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1740 3383 0 1758 3428 0 1758 3370 0 1740 1850 1557 Flt Permitted 0.205 0.381 0.225 0.490 Satd. Flow (perm) 375 3383 0 694 3428 0 413 3370 0 887 1850 1505 Satd. Flow (RTOR) 24 9 28 251 Link Speed (k/h) 50 50 50 50 Link Distance (m) 487.9 243.7 138.3 278.0 Travel Time (s) 35.1 17.5 10.0 20.0 Confl. Peds. (#/hr) 14 16 16 14 15 13 13 15 Heavy Vehicles (%) 1% 1% 0% 0% 1% 0% 0% 1% 0% 1% 0% 1% Adj. Flow (vph) 282 612 101 64 778 76 88 258 60 222 414 337 Lane Group Flow (vph) 282 713 0 64 854 0 88 318 0 222 414 337 Median Width(m) 3.6 3.6 3.6 3.6 Number of Detectors 1 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Left Thru Left Thru Right Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 2.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 2.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type pm+pt NA Perm NA Perm NA Perm NA Perm Protected Phases 5 2 6 4 8 Permitted Phases 2 6 4 8 8 Detector Phase 5 2 6 6 4 4 8 8 8 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Page 27

Lanes, Volumes, Timings 2027 Future Traffic Volumes 361: Colborne Street & Horton Street PM Peak Hour Minimum Split (s) 9.0 29.7 29.7 29.7 31.0 31.0 31.0 31.0 31.0 Total Split (s) 26.0 69.0 43.0 43.0 51.0 51.0 51.0 51.0 51.0 Total Split (%) 21.7% 57.5% 35.8% 35.8% 42.5% 42.5% 42.5% 42.5% 42.5% Maximum Green (s) 22.0 63.3 37.3 37.3 45.0 45.0 45.0 45.0 45.0 Yellow Time (s) 3.0 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 1.0 2.4 2.4 2.4 2.7 2.7 2.7 2.7 2.7 Lost Time Adjust (s) 0.0-1.7-1.7-1.7-2.0-2.0-2.0-2.0-2.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Max C-Max C-Max None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 17.0 17.0 17.0 18.0 18.0 18.0 18.0 18.0 Pedestrian Calls (#/hr) 5 5 5 5 5 5 5 5 Act Effct Green (s) 75.2 75.2 54.6 54.6 36.8 36.8 36.8 36.8 36.8 Actuated g/c Ratio 0.63 0.63 0.46 0.46 0.31 0.31 0.31 0.31 0.31 v/c Ratio 0.67 0.34 0.20 0.55 0.70 0.30 0.82 0.73 0.53 Control Delay 27.8 3.1 25.6 26.2 63.4 28.3 66.9 53.6 20.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 27.8 3.1 25.6 26.2 63.4 28.3 66.9 53.6 20.9 LOS C A C C E C E D C Approach Delay 10.1 26.2 35.9 45.3 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) 0 0 0 454 136 119 25 1591 0 0 1898 35 Storage Length (m) 0.0 0.0 45.0 45.0 35.0 0.0 0.0 5.0 Storage Lanes 0 0 1 1 1 0 0 1 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Ped Bike Factor 0.99 1.00 0.97 0.88 Frt 0.850 0.850 Flt Protected 0.950 0.976 0.950 Satd. Flow (prot) 0 0 0 1670 1681 1470 1583 3446 0 0 3446 1512 Flt Permitted 0.950 0.976 0.049 Satd. Flow (perm) 0 0 0 1660 1676 1431 82 3446 0 0 3446 1331 Satd. Flow (RTOR) 29 27 Link Speed (k/h) 50 50 50 50 Link Distance (m) 186.1 186.3 145.3 284.9 Travel Time (s) 13.4 13.4 10.5 20.5 Confl. Peds. (#/hr) 12 5 5 12 34 21 21 34 Heavy Vehicles (%) 0% 0% 0% 0% 4% 7% 11% 2% 0% 0% 2% 4% Adj. Flow (vph) 0 0 0 493 148 129 27 1729 0 0 2063 38 29% Lane Group Flow (vph) 0 0 0 350 291 129 27 1729 0 0 2063 38 Median Width(m) 3.6 3.6 3.6 3.6 Number of Detectors 1 1 1 1 1 1 1 Detector Template Left Thru Right Left Thru Thru Right Leading Detector (m) 2.0 10.0 2.0 2.0 10.0 10.0 2.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 2.0 10.0 10.0 2.0 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm Perm NA NA Perm Protected Phases 4 2 6 Permitted Phases 4 4 2 6 Detector Phase 4 4 4 2 2 6 6 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Page 29

Lanes, Volumes, Timings 2027 Future Traffic Volumes 369: Wellington Street & Grey Street PM Peak Hour Minimum Split (s) 36.0 36.0 36.0 28.7 28.7 28.7 28.7 Total Split (s) 37.0 37.0 37.0 83.0 83.0 83.0 83.0 Total Split (%) 30.8% 30.8% 30.8% 69.2% 69.2% 69.2% 69.2% Maximum Green (s) 31.0 31.0 31.0 77.3 77.3 77.3 77.3 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.7 2.7 2.7 2.4 2.4 2.4 2.4 Lost Time Adjust (s) -2.3-2.3 0.0-1.9-1.9-1.9-1.9 Total Lost Time (s) 3.7 3.7 6.0 3.8 3.8 3.8 3.8 Lead/Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None C-Max C-Max C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 23.0 23.0 23.0 16.0 16.0 13.0 13.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 30.6 30.6 28.3 81.9 81.9 81.9 81.9 Actuated g/c Ratio 0.26 0.26 0.24 0.68 0.68 0.68 0.68 v/c Ratio 0.83 0.68 0.36 0.48 0.74 0.88 0.04 Control Delay 59.1 48.7 31.6 45.3 15.1 15.3 1.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 59.1 48.7 31.6 45.3 15.1 15.3 1.9 LOS E D C D B B A Approach Delay 50.6 15.6 15.0 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) 67 652 126 189 688 157 70 1131 76 289 1326 46 Storage Length (m) 45.0 0.0 35.0 0.0 35.0 0.0 30.0 0.0 Storage Lanes 1 0 1 0 1 0 1 0 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 Ped Bike Factor 0.98 0.99 0.98 1.00 1.00 1.00 Frt 0.976 0.972 0.991 0.995 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1723 3352 0 1740 3252 0 1740 3438 0 1740 3422 0 Flt Permitted 0.242 0.107 0.098 0.094 Satd. Flow (perm) 431 3352 0 196 3252 0 179 3438 0 172 3422 0 Satd. Flow (RTOR) 20 29 6 4 Link Speed (k/h) 50 50 50 50 Link Distance (m) 222.7 263.8 51.8 458.1 Travel Time (s) 16.0 19.0 3.7 33.0 Confl. Peds. (#/hr) 57 20 20 57 19 31 31 19 Heavy Vehicles (%) 2% 2% 0% 1% 4% 0% 1% 1% 0% 1% 2% 4% Adj. Flow (vph) 73 709 137 205 748 171 76 1229 83 314 1441 50 Lane Group Flow (vph) 73 846 0 205 919 0 76 1312 0 314 1491 0 Median Width(m) 3.6 3.6 3.6 3.6 Number of Detectors 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Perm NA pm+pt NA Perm NA pm+pt NA Protected Phases 6 5 2 8 7 4 Permitted Phases 6 2 8 4 Detector Phase 6 6 5 2 8 8 7 4 Switch Phase Minimum Initial (s) 7.0 7.0 5.0 7.0 7.0 7.0 5.0 7.0 Page 31

Lanes, Volumes, Timings 2027 Future Traffic Volumes 374: Adelaide Street & Hamilton Road PM Peak Hour Minimum Split (s) 31.3 31.3 9.0 31.3 28.5 28.5 9.0 28.5 Total Split (s) 42.0 42.0 13.0 55.0 45.0 45.0 20.0 65.0 Total Split (%) 35.0% 35.0% 10.8% 45.8% 37.5% 37.5% 16.7% 54.2% Maximum Green (s) 35.7 35.7 9.0 48.7 38.5 38.5 16.0 58.5 Yellow Time (s) 3.3 3.3 3.0 3.3 3.4 3.4 3.0 3.4 All-Red Time (s) 3.0 3.0 1.0 3.0 3.1 3.1 1.0 3.1 Lost Time Adjust (s) -2.3-2.3 0.0-2.3-2.4-2.4 0.0-2.4 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.1 4.1 4.0 4.1 Lead/Lag Lag Lag Lead Lag Lag Lead Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode C-Max C-Max None C-Max Max Max None Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 18.0 18.0 18.0 15.0 15.0 15.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 Act Effct Green (s) 38.0 38.0 51.0 51.0 40.9 40.9 61.0 60.9 Actuated g/c Ratio 0.32 0.32 0.42 0.42 0.34 0.34 0.51 0.51 v/c Ratio 0.54 0.79 1.03 0.66 1.25 1.12 1.06 0.86 Control Delay 50.7 42.6 99.4 29.3 232.1 101.6 101.7 32.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 50.7 42.6 99.4 29.3 232.1 101.6 101.7 32.0 LOS D D F C F F F C Approach Delay 43.3 42.1 108.8 44.1 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) 61 54 3 4 81 58 67 256 0 0 127 65 Storage Length (m) 0.0 0.0 0.0 15.0 30.0 0.0 0.0 0.0 Storage Lanes 0 0 0 1 1 1 0 0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.99 1.00 0.97 0.99 0.99 Frt 0.997 0.850 0.954 Flt Protected 0.975 0.998 0.950 Satd. Flow (prot) 0 1762 0 0 1810 1542 1723 1814 1814 0 1710 0 Flt Permitted 0.828 0.990 0.627 Satd. Flow (perm) 0 1487 0 0 1795 1489 1124 1814 1814 0 1710 0 Satd. Flow (RTOR) 3 63 64 Link Speed (k/h) 50 50 50 50 Link Distance (m) 489.2 240.5 301.0 282.4 Travel Time (s) 35.2 17.3 21.7 20.3 Confl. Peds. (#/hr) 8 4 4 8 8 8 8 8 Adj. Flow (vph) 66 59 3 4 88 63 73 278 0 0 138 71 Lane Group Flow (vph) 0 128 0 0 92 63 73 278 0 0 209 0 Median Width(m) 3.6 3.6 3.6 3.6 Turning Speed (k/h) 25 15 25 15 25 15 25 15 Number of Detectors 1 2 1 2 1 1 2 1 1 2 Detector Template Left Thru Left Thru Right Left Thru Right Left Thru Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 2.0 10.0 2.0 2.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 0.6 2.0 0.6 2.0 2.0 0.6 2.0 2.0 0.6 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(m) 9.4 9.4 9.4 9.4 Detector 2 Size(m) 0.6 0.6 0.6 0.6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm NA Perm Perm NA Perm Perm NA Protected Phases 2 2 4 4 @ 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 Future Traffic Volumes, Two-Way 29: Colborne Street & Grey Street AM Peak Hour Permitted Phases 2 2 2 4 4 4 Detector Phase 2 2 2 2 2 4 4 4 4 4 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 23.7 23.7 23.7 23.7 23.7 23.2 23.2 23.2 23.2 23.2 Total Split (s) 23.7 23.7 23.7 23.7 23.7 23.2 23.2 23.2 23.2 23.2 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) 18.0 18.0 18.0 18.0 18.0 18.0 18.0 18.0 18.0 18.0 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.4 2.4 2.4 2.4 2.4 1.9 1.9 1.9 1.9 1.9 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.7 5.7 5.7 5.2 5.2 5.2 5.2 Lead/Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode Max Max Max Max Max None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 6.0 6.0 6.0 6.0 6.0 5.0 5.0 5.0 5.0 5.0 Pedestrian Calls (#/hr) 4 4 4 4 4 4 4 4 4 4 Act Effct Green (s) 19.1 19.1 19.1 11.8 11.8 11.8 Actuated g/c Ratio 0.46 0.46 0.46 0.28 0.28 0.28 v/c Ratio 0.19 0.11 0.09 0.23 0.54 0.40 Control Delay 9.1 8.5 3.6 12.4 16.3 10.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 9.1 8.5 3.6 12.4 16.3 10.2 LOS A A A B B B Approach Delay 9.1 6.5 15.5 10.2 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 Street @ 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) 25 31 71 68 39 30 67 1206 33 15 999 33 Storage Length (m) 35.0 0.0 25.0 0.0 0.0 0.0 0.0 0.0 Storage Lanes 1 0 1 0 0 0 0 0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 0.95 0.95 0.95 Ped Bike Factor 0.99 0.98 0.98 0.99 1.00 1.00 Frt 0.896 0.934 0.996 0.995 Flt Protected 0.950 0.950 0.997 0.999 Satd. Flow (prot) 1723 1591 0 1723 1678 0 0 3417 0 0 3422 0 Flt Permitted 0.708 0.685 0.806 0.923 Satd. Flow (perm) 1272 1591 0 1222 1678 0 0 2762 0 0 3162 0 Satd. Flow (RTOR) 77 33 6 7 Link Speed (k/h) 50 50 50 50 Link Distance (m) 416.9 103.1 181.0 139.8 Travel Time (s) 30.0 7.4 13.0 10.1 Confl. Peds. (#/hr) 8 15 15 8 4 16 16 4 Adj. Flow (vph) 27 34 77 74 42 33 73 1311 36 16 1086 36 Lane Group Flow (vph) 27 111 0 74 75 0 0 1420 0 0 1138 0 Median Width(m) 3.6 3.6 0.0 0.0 Turning Speed (k/h) 25 15 25 15 25 15 25 15 Number of Detectors 1 2 1 2 1 2 1 2 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 0.6 2.0 0.6 2.0 0.6 2.0 0.6 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(m) 9.4 9.4 9.4 9.4 Detector 2 Size(m) 0.6 0.6 0.6 0.6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4 4 2 2 @ York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 5

Lanes, Volumes, Timings 2027 Future Traffic Volumes, Two-Way 41: Adelaide Street & Nelson Street AM Peak Hour Permitted Phases 4 4 2 2 Detector Phase 4 4 4 4 2 2 2 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 24.9 24.9 24.9 24.9 23.6 23.6 23.6 23.6 Total Split (s) 26.0 26.0 26.0 26.0 54.0 54.0 54.0 54.0 Total Split (%) 32.5% 32.5% 32.5% 32.5% 67.5% 67.5% 67.5% 67.5% Maximum Green (s) 20.1 20.1 20.1 20.1 48.4 48.4 48.4 48.4 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.6 2.6 2.6 2.6 2.3 2.3 2.3 2.3 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.9 5.9 5.9 5.9 5.6 5.6 Lead/Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None C-Max C-Max C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 12.0 12.0 12.0 12.0 8.0 8.0 8.0 8.0 Pedestrian Calls (#/hr) 5 5 5 5 5 5 5 5 Act Effct Green (s) 11.3 11.3 11.3 11.3 60.9 60.9 Actuated g/c Ratio 0.14 0.14 0.14 0.14 0.76 0.76 v/c Ratio 0.15 0.38 0.43 0.28 0.67 0.47 Control Delay 29.5 15.3 37.5 20.7 9.4 6.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 29.5 15.3 37.5 20.7 9.4 6.1 LOS C B D C A A Approach Delay 18.0 29.1 9.4 6.1 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 Street @ 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) 48 40 2 1338 969 52 Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 Lane Util. Factor 1.00 1.00 0.95 0.95 0.95 0.95 Ped Bike Factor Frt 0.939 0.992 Flt Protected 0.973 Satd. Flow (prot) 1657 0 0 3446 3419 0 Flt Permitted 0.973 Satd. Flow (perm) 1657 0 0 3446 3419 0 Link Speed (k/h) 50 50 50 Link Distance (m) 420.6 139.8 234.9 Travel Time (s) 30.3 10.1 16.9 Confl. Peds. (#/hr) 4 4 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 52 43 2 1454 1053 57 Lane Group Flow (vph) 95 0 0 1456 1110 0 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(m) 3.6 0.0 0.0 Link Offset(m) 0.0 0.0 0.0 Crosswalk Width(m) 4.8 4.8 4.8 Headway Factor 1.04 1.04 1.04 1.04 1.04 1.04 Turning Speed (k/h) 25 15 25 15 Sign Control Stop Free Free Control Type: Unsignalized Intersection Capacity Utilization 51.3% ICU Level of Service A @ York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 8

Lanes, Volumes, Timings 2027 Future Traffic Volumes, Two-Way 52: Richmond Street & Grey Street AM Peak Hour Volume (vph) 5 0 1 26 0 139 7 672 0 10 173 22 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.977 0.886 0.985 Flt Protected 0.960 0.992 0.999 0.998 Satd. Flow (prot) 0 1701 0 0 1594 0 0 1812 0 0 1783 0 Flt Permitted 0.960 0.992 0.999 0.998 Satd. Flow (perm) 0 1701 0 0 1594 0 0 1812 0 0 1783 0 Link Speed (k/h) 50 50 50 50 Link Distance (m) 80.5 135.4 81.9 288.0 Travel Time (s) 5.8 9.7 5.9 20.7 Confl. Peds. (#/hr) 3 5 5 3 22 23 23 22 Adj. Flow (vph) 5 0 1 28 0 151 8 730 0 11 188 24 Lane Group Flow (vph) 0 6 0 0 179 0 0 738 0 0 223 0 Median Width(m) 0.0 0.0 3.6 3.6 Turning Speed (k/h) 25 15 25 15 25 15 25 15 Sign Control Stop Stop Free Free Control Type: Unsignalized Intersection Capacity Utilization 55.7% ICU Level of Service B @ 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) 0 0 8 0 0 49 10 2126 340 75 1258 12 Storage Length (m) 0.0 0.0 0.0 0.0 30.0 0.0 40.0 0.0 Storage Lanes 0 0 0 0 1 0 1 0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Ped Bike Factor Frt 0.865 0.865 0.979 0.999 Flt Protected 0.950 0.950 Satd. Flow (prot) 0 1569 0 0 1569 0 1723 3374 0 1723 3443 0 Flt Permitted 0.950 0.950 Satd. Flow (perm) 0 1569 0 0 1569 0 1723 3374 0 1723 3443 0 Link Speed (k/h) 50 50 50 50 Link Distance (m) 95.8 217.2 87.3 303.6 Travel Time (s) 6.9 15.6 6.3 21.9 Confl. Peds. (#/hr) 26 10 10 26 Adj. Flow (vph) 0 0 9 0 0 53 11 2311 370 82 1367 13 Lane Group Flow (vph) 0 9 0 0 53 0 11 2681 0 82 1380 0 Median Width(m) 0.0 0.0 3.6 3.6 Turning Speed (k/h) 25 15 25 15 25 15 25 15 Sign Control Stop Stop Free Free Control Type: Unsignalized Intersection Capacity Utilization 81.6% ICU Level of Service D @ York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 12

Lanes, Volumes, Timings 2027 Future Traffic Volumes, Two-Way 357: Richmond Street & Horton Street AM Peak Hour Volume (vph) 513 1047 76 16 575 110 139 443 46 89 155 56 Storage Length (m) 75.0 0.0 30.0 0.0 50.0 35.0 30.0 0.0 Storage Lanes 1 0 1 0 1 1 1 0 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 0.95 0.95 Ped Bike Factor 0.99 0.99 0.98 0.99 0.97 0.89 0.97 0.99 Frt 0.990 0.976 0.850 0.960 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1674 3327 0 1612 3242 0 1706 1814 1498 1583 3092 0 Flt Permitted 0.132 0.230 0.592 0.180 Satd. Flow (perm) 231 3327 0 384 3242 0 1030 1814 1338 290 3092 0 Satd. Flow (RTOR) 12 22 72 57 Link Speed (k/h) 48 48 50 50 Link Distance (m) 191.4 381.9 288.0 277.9 Travel Time (s) 14.4 28.6 20.7 20.0 Confl. Peds. (#/hr) 20 40 40 20 47 103 103 47 Heavy Vehicles (%) 5% 3% 15% 9% 5% 6% 3% 2% 5% 11% 3% 20% Adj. Flow (vph) 558 1138 83 17 625 120 151 482 50 97 168 61 Lane Group Flow (vph) 558 1221 0 17 745 0 151 482 50 97 229 0 Median Width(m) 3.6 3.6 3.6 3.6 Number of Detectors 1 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Left Thru Right Left Thru Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 2.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 2.0 10.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type pm+pt NA Perm NA Perm NA Perm Perm NA Protected Phases 5 2 6 4 8 Permitted Phases 2 6 4 4 8 Detector Phase 5 2 6 6 4 4 4 8 8 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 @ 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) 9.0 27.6 27.6 27.6 38.4 38.4 38.4 38.4 38.4 Total Split (s) 28.0 60.0 32.0 32.0 40.0 40.0 40.0 40.0 40.0 Total Split (%) 28.0% 60.0% 32.0% 32.0% 40.0% 40.0% 40.0% 40.0% 40.0% Maximum Green (s) 24.0 54.4 26.4 26.4 33.6 33.6 33.6 33.6 33.6 Yellow Time (s) 3.0 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 1.0 2.3 2.3 2.3 3.1 3.1 3.1 3.1 3.1 Lost Time Adjust (s) 0.0-1.9-1.9-1.9-2.5-2.5-2.5-2.5-2.5 Total Lost Time (s) 4.0 3.7 3.7 3.7 3.9 3.9 3.9 3.9 3.9 Lead/Lag Lead Lag Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Max C-Max C-Max None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 15.0 15.0 15.0 25.0 25.0 25.0 25.0 25.0 Pedestrian Calls (#/hr) 8 8 8 8 8 8 8 8 Act Effct Green (s) 59.3 59.6 28.3 28.3 32.8 32.8 32.8 32.8 32.8 Actuated g/c Ratio 0.59 0.60 0.28 0.28 0.33 0.33 0.33 0.33 0.33 v/c Ratio 1.05 0.61 0.16 0.80 0.45 0.81 0.10 1.02 0.22 Control Delay 90.7 9.2 35.9 45.2 30.3 42.0 3.1 138.9 21.7 Queue Delay 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 90.7 9.3 35.9 45.2 30.3 42.0 3.1 138.9 21.7 LOS F A D D C D A F C Approach Delay 34.8 45.0 36.5 56.6 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 Street @ York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 14

Lanes, Volumes, Timings 2027 Future Traffic Volumes, Two-Way 359: Wellington Street & Horton Street AM Peak Hour Volume (vph) 271 777 61 139 680 215 207 1609 46 69 869 134 Lane Width (m) 3.6 3.6 3.6 3.6 3.7 3.6 3.6 3.6 3.6 3.6 3.6 3.6 Storage Length (m) 30.0 0.0 75.0 70.0 45.0 40.0 25.0 30.0 Storage Lanes 1 0 1 1 1 1 1 1 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Ped Bike Factor 1.00 1.00 0.99 0.97 0.98 0.96 1.00 0.90 Frt 0.989 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1740 3338 0 1658 3353 1527 1674 3413 1367 1690 3413 1512 Flt Permitted 0.180 0.132 0.114 0.129 Satd. Flow (perm) 328 3338 0 229 3353 1481 198 3413 1309 229 3413 1361 Satd. Flow (RTOR) 9 164 128 128 Link Speed (k/h) 48 48 50 50 Link Distance (m) 381.9 487.9 283.3 278.6 Travel Time (s) 28.6 36.6 20.4 20.1 Confl. Peds. (#/hr) 20 40 40 20 93 32 32 93 Heavy Vehicles (%) 1% 4% 1% 6% 6% 3% 5% 3% 15% 4% 3% 4% Adj. Flow (vph) 295 845 66 151 739 234 225 1749 50 75 945 146 Lane Group Flow (vph) 295 911 0 151 739 234 225 1749 50 75 945 146 Median Width(m) 3.6 3.6 3.6 3.6 Headway Factor 1.04 1.04 1.04 1.04 1.02 1.04 1.04 1.04 1.04 1.04 1.04 1.04 Number of Detectors 1 1 1 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Right Left Thru Right Left Thru Right Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 2.0 10.0 2.0 2.0 10.0 2.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 2.0 10.0 2.0 2.0 10.0 2.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 3 8 7 4 5 2 1 6 Permitted Phases 8 4 4 2 2 6 6 Detector Phase 3 8 7 4 4 5 2 2 1 6 6 Switch Phase @ 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) 5.0 7.0 5.0 7.0 7.0 5.0 7.0 7.0 5.0 1.0 1.0 Minimum Split (s) 9.0 39.8 9.0 39.8 39.8 9.0 37.2 37.2 9.0 37.2 37.2 Total Split (s) 12.0 42.0 10.0 40.0 40.0 10.8 38.0 38.0 10.0 37.2 37.2 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) 8.0 35.3 6.0 33.3 33.3 6.8 31.8 31.8 6.0 31.0 31.0 Yellow Time (s) 3.0 3.3 3.0 3.3 3.3 3.0 3.3 3.3 3.0 3.3 3.3 All-Red Time (s) 1.0 3.4 1.0 3.4 3.4 1.0 2.9 2.9 1.0 2.9 2.9 Lost Time Adjust (s) 0.0-2.8 0.0-2.8-2.8 0.0-2.2-2.2 0.0-2.2-2.2 Total Lost Time (s) 4.0 3.9 4.0 3.9 3.9 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 26.0 26.0 26.0 24.0 24.0 24.0 24.0 Pedestrian Calls (#/hr) 10 10 10 10 10 10 10 Act Effct Green (s) 42.9 35.0 38.9 33.0 33.0 45.2 38.6 38.6 39.7 33.2 33.2 Actuated g/c Ratio 0.43 0.35 0.39 0.33 0.33 0.45 0.39 0.39 0.40 0.33 0.33 v/c Ratio 1.17 0.78 0.87 0.67 0.39 0.95 1.33 0.09 0.41 0.83 0.27 Control Delay 125.2 18.6 68.8 40.2 18.2 63.2 174.3 0.8 30.6 42.1 14.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 125.2 18.6 68.8 40.2 18.2 63.2 174.3 0.8 30.6 42.1 14.1 LOS F B E D B E F A C D B Approach Delay 44.7 39.5 157.6 37.8 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 Street @ York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 16

Lanes, Volumes, Timings 2027 Future Traffic Volumes, Two-Way 360: Maitland Street & Horton Street AM Peak Hour Volume (vph) 66 537 6 4 780 1 17 16 20 5 7 20 Lane Util. Factor 0.95 0.95 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 1.00 0.98 0.98 Frt 0.998 0.948 0.915 Flt Protected 0.995 0.984 0.993 Satd. Flow (prot) 0 3361 0 0 3314 0 0 1557 0 0 1395 0 Flt Permitted 0.771 0.953 0.890 0.954 Satd. Flow (perm) 0 2603 0 0 3158 0 0 1403 0 0 1337 0 Satd. Flow (RTOR) 2 22 22 Link Speed (k/h) 48 48 50 50 Link Distance (m) 243.7 87.0 281.0 277.7 Travel Time (s) 18.3 6.5 20.2 20.0 Confl. Peds. (#/hr) 5 3 3 5 7 11 11 7 Heavy Vehicles (%) 1% 4% 17% 14% 6% 25% 0% 10% 17% 8% 8% 25% Adj. Flow (vph) 72 584 7 4 848 1 18 17 22 5 8 22 Lane Group Flow (vph) 0 663 0 0 853 0 0 57 0 0 35 0 Median Width(m) 3.6 3.6 0.0 0.0 Number of Detectors 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 2 6 4 8 Permitted Phases 2 6 4 8 Detector Phase 2 2 6 6 4 4 8 8 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 18.6 18.6 18.6 18.6 23.5 23.5 23.5 23.5 Total Split (s) 73.0 73.0 73.0 73.0 27.0 27.0 27.0 27.0 Total Split (%) 73.0% 73.0% 73.0% 73.0% 27.0% 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) 67.4 67.4 67.4 67.4 21.5 21.5 21.5 21.5 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.3 2.3 2.3 2.3 2.2 2.2 2.2 2.2 Lost Time Adjust (s) -1.1-1.1-1.5-1.5 Total Lost Time (s) 4.5 4.5 4.0 4.0 Lead/Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode C-Max C-Max Max Max None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 6.0 6.0 6.0 6.0 10.0 10.0 10.0 10.0 Pedestrian Calls (#/hr) 3 3 3 3 3 3 3 3 Act Effct Green (s) 83.7 83.7 11.2 11.2 Actuated g/c Ratio 0.84 0.84 0.11 0.11 v/c Ratio 0.30 0.32 0.32 0.21 Control Delay 8.3 9.4 31.7 19.4 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 8.3 9.4 31.7 19.4 LOS A A C B Approach Delay 8.3 9.4 31.7 19.4 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 Street @ York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 18

Lanes, Volumes, Timings 2027 Future Traffic Volumes, Two-Way 361: Colborne Street & Horton Street AM Peak Hour Volume (vph) 366 441 30 22 552 128 77 269 38 66 233 190 Storage Length (m) 60.0 0.0 30.0 0.0 30.0 30.0 45.0 40.0 Storage Lanes 1 0 1 0 1 1 1 1 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 Ped Bike Factor 1.00 1.00 1.00 1.00 0.99 1.00 0.98 0.97 Frt 0.990 0.972 0.982 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1723 3411 0 1758 3368 0 1758 3435 0 1740 1832 1512 Flt Permitted 0.267 0.463 0.350 0.434 Satd. Flow (perm) 483 3411 0 856 3368 0 641 3435 0 782 1832 1471 Satd. Flow (RTOR) 14 29 16 207 Link Speed (k/h) 48 48 50 50 Link Distance (m) 487.9 243.7 282.4 278.0 Travel Time (s) 36.6 18.3 20.3 20.0 Confl. Peds. (#/hr) 9 1 1 9 13 23 23 13 Heavy Vehicles (%) 2% 2% 0% 0% 1% 1% 0% 0% 0% 1% 1% 4% Adj. Flow (vph) 398 479 33 24 600 139 84 292 41 72 253 207 Lane Group Flow (vph) 398 512 0 24 739 0 84 333 0 72 253 207 Median Width(m) 3.6 3.6 3.6 3.6 Number of Detectors 1 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Left Thru Left Thru Right Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 2.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 2.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type pm+pt NA Perm NA Perm NA Perm NA Perm Protected Phases 5 2 6 4 8 Permitted Phases 2 6 4 8 8 Detector Phase 5 2 6 6 4 4 8 8 8 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 @ 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) 9.0 29.7 29.7 29.7 31.0 31.0 31.0 31.0 31.0 Total Split (s) 31.0 67.0 36.0 36.0 33.0 33.0 33.0 33.0 33.0 Total Split (%) 31.0% 67.0% 36.0% 36.0% 33.0% 33.0% 33.0% 33.0% 33.0% Maximum Green (s) 27.0 61.3 30.3 30.3 27.0 27.0 27.0 27.0 27.0 Yellow Time (s) 3.0 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 1.0 2.4 2.4 2.4 2.7 2.7 2.7 2.7 2.7 Lost Time Adjust (s) 0.0-1.7-1.7-1.7-2.0-2.0-2.0-2.0-2.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Max C-Max C-Max None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 17.0 17.0 17.0 18.0 18.0 18.0 18.0 18.0 Pedestrian Calls (#/hr) 3 3 3 3 3 3 3 3 Act Effct Green (s) 70.8 70.8 48.5 48.5 21.2 21.2 21.2 21.2 21.2 Actuated g/c Ratio 0.71 0.71 0.48 0.48 0.21 0.21 0.21 0.21 0.21 v/c Ratio 0.70 0.21 0.06 0.45 0.62 0.45 0.44 0.65 0.44 Control Delay 31.4 16.0 18.7 13.7 54.8 33.7 36.1 38.7 7.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 31.4 16.0 18.7 13.7 54.8 33.7 36.1 38.7 7.5 LOS C B B B D C D D A Approach Delay 22.7 13.8 38.0 26.2 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 Street @ 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, Two-Way 369: Wellington Street & Grey Street AM Peak Hour Volume (vph) 0 10 0 214 90 61 52 1852 0 65 1286 34 Storage Length (m) 0.0 0.0 45.0 45.0 35.0 0.0 20.0 5.0 Storage Lanes 0 0 1 0 1 0 1 1 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 0.95 1.00 0.95 1.00 Ped Bike Factor 1.00 0.99 1.00 0.93 Frt 0.950 0.850 Flt Protected 0.950 0.991 0.950 0.950 Satd. Flow (prot) 0 1814 0 1637 1614 0 1690 3413 0 1723 3413 1498 Flt Permitted 0.750 0.945 0.163 0.064 Satd. Flow (perm) 0 1814 0 1286 1538 0 289 3413 0 116 3413 1394 Satd. Flow (RTOR) 26 33 Link Speed (k/h) 48 50 50 50 Link Distance (m) 250.2 489.2 303.6 283.3 Travel Time (s) 18.8 35.2 21.9 20.4 Confl. Peds. (#/hr) 3 5 5 3 20 19 19 20 Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 4% 3% 2% 2% 3% 5% Adj. Flow (vph) 0 11 0 233 98 66 57 2013 0 71 1398 37 15% Lane Group Flow (vph) 0 11 0 198 199 0 57 2013 0 71 1398 37 Median Width(m) 3.6 3.6 3.6 3.6 Turning Speed (k/h) 24 14 25 15 24 15 25 14 Number of Detectors 1 2 1 2 1 1 1 1 1 Detector Template Left Thru Left Thru Left Thru Left Thru Right Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 2.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 0.6 2.0 0.6 2.0 10.0 2.0 10.0 2.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(m) 9.4 9.4 Detector 2 Size(m) 0.6 0.6 Detector 2 Type Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 Turn Type Perm NA Perm NA Perm NA pm+pt NA Perm @ 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 4 8 2 1 6 Permitted Phases 4 8 2 6 6 Detector Phase 4 4 8 8 2 2 1 6 6 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 4.0 7.0 7.0 Minimum Split (s) 36.0 36.0 33.0 33.0 28.7 28.7 8.0 25.7 25.7 Total Split (s) 37.0 37.0 37.0 37.0 55.0 55.0 8.0 63.0 63.0 Total Split (%) 37.0% 37.0% 37.0% 37.0% 55.0% 55.0% 8.0% 63.0% 63.0% Maximum Green (s) 31.0 31.0 31.0 31.0 49.3 49.3 5.0 57.3 57.3 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.0 3.3 3.3 All-Red Time (s) 2.7 2.7 2.7 2.7 2.4 2.4 0.0 2.4 2.4 Lost Time Adjust (s) 0.0 0.0 0.0-1.9-1.9 0.0-1.9-1.9 Total Lost Time (s) 6.0 6.0 6.0 3.8 3.8 3.0 3.8 3.8 Lead/Lag Lag Lag Lead Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None C-Max C-Max None C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 23.0 23.0 20.0 20.0 16.0 16.0 13.0 13.0 Pedestrian Calls (#/hr) 2 2 2 2 2 2 2 2 Act Effct Green (s) 20.9 20.9 20.9 61.7 61.7 70.1 69.3 69.3 Actuated g/c Ratio 0.21 0.21 0.21 0.62 0.62 0.70 0.69 0.69 v/c Ratio 0.03 0.74 0.58 0.32 0.96 0.39 0.59 0.04 Control Delay 29.7 52.4 36.6 19.4 32.8 21.4 17.9 8.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 29.7 52.4 36.6 19.4 32.8 21.4 17.9 8.4 LOS C D D B C C B A Approach Delay 29.7 44.5 32.4 17.8 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 Street @ 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, Two-Way 374: Adelaide Street & Hamilton Road AM Peak Hour Volume (vph) 66 430 70 124 922 208 128 1128 77 184 1023 43 Storage Length (m) 45.0 0.0 35.0 0.0 35.0 0.0 30.0 0.0 Storage Lanes 1 0 1 0 1 0 1 0 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 Ped Bike Factor 0.99 0.99 0.97 0.99 1.00 1.00 1.00 Frt 0.979 0.972 0.990 0.994 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1706 3246 0 1723 3259 0 1740 3355 0 1690 3322 0 Flt Permitted 0.129 0.270 0.188 0.099 Satd. Flow (perm) 230 3246 0 475 3259 0 343 3355 0 176 3322 0 Satd. Flow (RTOR) 19 33 8 6 Link Speed (k/h) 48 48 50 50 Link Distance (m) 222.7 263.8 58.0 458.1 Travel Time (s) 16.7 19.8 4.2 33.0 Confl. Peds. (#/hr) 55 74 74 55 19 37 37 19 Confl. Bikes (#/hr) 4 Heavy Vehicles (%) 3% 4% 8% 2% 3% 5% 1% 3% 8% 4% 5% 5% Adj. Flow (vph) 72 467 76 135 1002 226 139 1226 84 200 1112 47 Lane Group Flow (vph) 72 543 0 135 1228 0 139 1310 0 200 1159 0 Median Width(m) 3.6 3.6 3.6 3.6 Number of Detectors 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Perm NA pm+pt NA Perm NA pm+pt NA Protected Phases 6 5 2 8 7 4 Permitted Phases 6 2 8 4 Detector Phase 6 6 5 2 8 8 7 4 Switch Phase @ 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) 7.0 7.0 5.0 7.0 7.0 7.0 5.0 7.0 Minimum Split (s) 31.3 31.3 9.0 31.3 28.5 28.5 11.0 28.5 Total Split (s) 35.0 35.0 10.0 45.0 43.0 43.0 12.0 55.0 Total Split (%) 35.0% 35.0% 10.0% 45.0% 43.0% 43.0% 12.0% 55.0% Maximum Green (s) 28.7 28.7 6.0 38.7 36.5 36.5 8.0 48.5 Yellow Time (s) 3.3 3.3 3.0 3.3 3.4 3.4 3.0 3.4 All-Red Time (s) 3.0 3.0 1.0 3.0 3.1 3.1 1.0 3.1 Lost Time Adjust (s) -2.3-2.3 0.0-2.3-2.4-2.4 0.0-2.4 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.1 4.1 4.0 4.1 Lead/Lag Lag Lag Lead Lag Lag Lead Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode C-Max C-Max None C-Max Max Max None Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 18.0 18.0 18.0 15.0 15.0 15.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 Act Effct Green (s) 31.0 31.0 41.0 41.0 38.9 38.9 51.0 50.9 Actuated g/c Ratio 0.31 0.31 0.41 0.41 0.39 0.39 0.51 0.51 v/c Ratio 1.01 0.53 0.50 0.91 1.05 1.00 0.95 0.68 Control Delay 150.7 32.8 26.2 38.0 124.5 56.3 74.9 10.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 150.7 32.8 26.2 38.0 124.5 56.3 74.9 10.9 LOS F C C D F E E B Approach Delay 46.6 36.8 62.8 20.3 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 Road @ York - try to release Q earlier while Not releasing veh from york too earlier of hitting red at King Page 24

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) 20 0 5 165 1 161 1 315 3 34 638 3 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Hourly flow rate (vph) 22 0 5 179 1 175 1 342 3 37 693 3 Pedestrians 26 26 10 3 Lane Width (m) 3.6 3.6 3.6 3.6 Walking Speed (m/s) 1.2 1.2 1.2 1.2 Percent Blockage 2 2 1 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 287 px, platoon unblocked 0.77 0.77 0.77 0.77 0.77 0.77 vc, conflicting volume 1320 1169 731 1157 1169 373 723 372 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 1266 1070 502 1054 1070 373 491 372 tc, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tc, 2 stage (s) tf (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 71 100 99 0 99 73 100 97 cm capacity (veh/h) 75 158 426 142 158 657 808 1161 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 27 355 347 734 Volume Left 22 179 1 37 Volume Right 5 175 3 3 csh 90 231 808 1161 Volume to Capacity 0.30 1.54 0.00 0.03 Queue Length 95th (m) 8.6 164.9 0.0 0.7 Control Delay (s) 61.2 301.2 0.0 0.8 Lane LOS F F A A Approach Delay (s) 61.2 301.2 0.0 0.8 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) 0 26 58 1483 1481 48 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 0 28 63 1612 1610 52 Pedestrians 25 1 1 Lane Width (m) 3.6 3.6 3.6 Walking Speed (m/s) 1.2 1.2 1.2 Percent Blockage 2 0 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 52 px, platoon unblocked 0.62 0.62 0.62 vc, conflicting volume 2594 857 1687 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 2346 0 885 tc, single (s) 6.8 6.9 4.1 tc, 2 stage (s) tf (s) 3.5 3.3 2.2 p0 queue free % 100 96 86 cm capacity (veh/h) 16 659 462 Direction, Lane # EB 1 NB 1 NB 2 SB 1 SB 2 Volume Total 28 600 1075 1073 589 Volume Left 0 63 0 0 0 Volume Right 28 0 0 0 52 csh 659 462 1700 1700 1700 Volume to Capacity 0.04 0.14 0.63 0.63 0.35 Queue Length 95th (m) 1.0 3.6 0.0 0.0 0.0 Control Delay (s) 10.7 4.0 0.0 0.0 0.0 Lane LOS B A Approach Delay (s) 10.7 1.4 0.0 Approach LOS B Average Delay 0.8 Intersection Capacity Utilization 96.0% ICU Level of Service F Page 4

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) 6 39 0 8 99 10 46 49 0 0 21 28 Hourly flow rate (vph) 7 42 0 9 108 11 50 53 0 0 23 30 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total (vph) 49 127 103 53 Volume Left (vph) 7 9 50 0 Volume Right (vph) 0 11 0 30 Hadj (s) 0.06 0.00 0.13-0.31 Departure Headway (s) 4.5 4.3 4.5 4.1 Degree Utilization, x 0.06 0.15 0.13 0.06 Capacity (veh/h) 770 803 765 821 Control Delay (s) 7.7 8.1 8.2 7.4 Approach Delay (s) 7.7 8.1 8.2 7.4 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) 23 45 8 1 121 16 90 220 0 0 217 213 Storage Length (m) 0.0 0.0 0.0 15.0 30.0 0.0 0.0 0.0 Storage Lanes 0 0 0 1 1 0 0 0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.99 1.00 0.97 0.99 0.98 Frt 0.985 0.850 0.933 Flt Protected 0.985 0.950 Satd. Flow (prot) 0 1753 0 0 1814 1542 1723 1814 0 0 1656 0 Flt Permitted 0.904 0.999 0.316 Satd. Flow (perm) 0 1603 0 0 1812 1489 568 1814 0 0 1656 0 Satd. Flow (RTOR) 9 51 122 Link Speed (k/h) 50 50 50 50 Link Distance (m) 302.9 243.0 281.3 142.5 Travel Time (s) 21.8 17.5 20.3 10.3 Confl. Peds. (#/hr) 8 9 9 8 12 13 13 12 Adj. Flow (vph) 25 49 9 1 132 17 98 239 0 0 236 232 Lane Group Flow (vph) 0 83 0 0 133 17 98 239 0 0 468 0 Median Width(m) 0.0 0.0 3.6 3.6 Number of Detectors 1 2 1 2 1 1 2 1 2 Detector Template Left Thru Left Thru Right Left Thru Left Thru Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 2.0 10.0 2.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 0.6 2.0 0.6 2.0 2.0 0.6 2.0 0.6 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(m) 9.4 9.4 9.4 9.4 Detector 2 Size(m) 0.6 0.6 0.6 0.6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm NA Perm Perm NA Perm NA Protected Phases 2 2 4 4 Page 7

Lanes, Volumes, Timings 2027 Total Future Traffic Volumes, Two-way 52: Colborne Street & Grey Street PM Peak Hour Permitted Phases 2 2 2 4 4 Detector Phase 2 2 2 2 2 4 4 4 4 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 23.7 23.7 23.7 23.7 23.7 23.2 23.2 23.2 23.2 Total Split (s) 23.7 23.7 23.7 23.7 23.7 23.2 23.2 23.2 23.2 Total Split (%) 50.5% 50.5% 50.5% 50.5% 50.5% 49.5% 49.5% 49.5% 49.5% Maximum Green (s) 18.0 18.0 18.0 18.0 18.0 18.0 18.0 18.0 18.0 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.4 2.4 2.4 2.4 2.4 1.9 1.9 1.9 1.9 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.7 5.7 5.7 5.2 5.2 5.2 Lead/Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode Max Max Max Max Max None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 6.0 6.0 6.0 6.0 6.0 5.0 5.0 5.0 5.0 Pedestrian Calls (#/hr) 3 3 3 3 3 3 3 3 3 Act Effct Green (s) 18.2 18.2 18.2 13.9 13.9 13.9 Actuated g/c Ratio 0.42 0.42 0.42 0.32 0.32 0.32 v/c Ratio 0.12 0.17 0.03 0.54 0.41 0.76 Control Delay 8.9 9.9 1.0 23.5 13.3 18.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 8.9 9.9 1.0 23.5 13.3 18.2 LOS A A A C B B Approach Delay 8.9 8.9 16.2 18.2 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) 30 50 6 1315 1373 48 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 33 54 7 1429 1492 52 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) 144 339 px, platoon unblocked 0.76 0.66 0.66 vc, conflicting volume 2253 779 1552 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 822 0 798 tc, single (s) 6.8 6.9 4.1 tc, 2 stage (s) tf (s) 3.5 3.3 2.2 p0 queue free % 86 92 99 cm capacity (veh/h) 232 709 536 Direction, Lane # EB 1 NB 1 NB 2 SB 1 SB 2 Volume Total 87 483 953 995 550 Volume Left 33 7 0 0 0 Volume Right 54 0 0 0 52 csh 401 536 1700 1700 1700 Volume to Capacity 0.22 0.01 0.56 0.59 0.32 Queue Length 95th (m) 6.2 0.3 0.0 0.0 0.0 Control Delay (s) 16.5 0.4 0.0 0.0 0.0 Lane LOS C A Approach Delay (s) 16.5 0.1 0.0 Approach LOS C Average Delay 0.5 Intersection Capacity Utilization 53.2% ICU Level of Service A Page 10

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) 6 63 5 0 105 0 0 39 11 16 8 0 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Hourly flow rate (vph) 7 68 5 0 114 0 0 42 12 17 9 0 Pedestrians 5 7 6 4 Lane Width (m) 3.6 3.6 3.6 3.6 Walking Speed (m/s) 1.2 1.2 1.2 1.2 Percent Blockage 0 1 1 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked vc, conflicting volume 118 80 214 208 84 243 211 123 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 118 80 214 208 84 243 211 123 tc, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tc, 2 stage (s) tf (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 100 100 100 94 99 97 99 100 cm capacity (veh/h) 1465 1510 722 680 964 657 677 921 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 80 114 54 26 Volume Left 7 0 0 17 Volume Right 5 0 12 0 csh 1465 1510 727 663 Volume to Capacity 0.00 0.00 0.07 0.04 Queue Length 95th (m) 0.1 0.0 1.8 0.9 Control Delay (s) 0.6 0.0 10.4 10.6 Lane LOS A B B Approach Delay (s) 0.6 0.0 10.4 10.6 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) 0 0 21 0 0 51 22 1769 200 61 2473 8 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Hourly flow rate (vph) 0 0 23 0 0 55 24 1923 217 66 2688 9 Pedestrians 38 14 3 2 Lane Width (m) 3.6 3.6 3.6 3.6 Walking Speed (m/s) 1.2 1.2 1.2 1.2 Percent Blockage 3 1 0 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 279 px, platoon unblocked 0.40 0.40 0.40 0.40 0.40 0.40 vc, conflicting volume 3930 5065 1389 3596 4961 1086 2735 2154 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 5342 8201 0 4501 7938 1086 2332 2154 tc, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tc, 2 stage (s) tf (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 100 100 95 100 100 73 70 73 cm capacity (veh/h) 0 0 416 0 0 209 80 243 Direction, Lane # EB 1 WB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total 23 55 24 1282 858 66 1792 905 Volume Left 0 0 24 0 0 66 0 0 Volume Right 23 55 0 0 217 0 0 9 csh 416 209 80 1700 1700 243 1700 1700 Volume to Capacity 0.05 0.27 0.30 0.75 0.50 0.27 1.05 0.53 Queue Length 95th (m) 1.3 7.8 8.3 0.0 0.0 8.2 0.0 0.0 Control Delay (s) 14.2 28.4 67.6 0.0 0.0 25.3 0.0 0.0 Lane LOS B D F D Approach Delay (s) 14.2 28.4 0.7 0.6 Approach LOS B D Average Delay 1.0 Intersection Capacity Utilization 81.4% ICU Level of Service D Page 14

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) 86 69 50 1 121 6 3 104 6 21 115 66 Hourly flow rate (vph) 93 75 54 1 132 7 3 113 7 23 125 72 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total (vph) 223 139 123 220 Volume Left (vph) 93 1 3 23 Volume Right (vph) 54 7 7 72 Hadj (s) -0.03 0.01 0.01-0.14 Departure Headway (s) 5.0 5.1 5.2 4.9 Degree Utilization, x 0.31 0.20 0.18 0.30 Capacity (veh/h) 676 644 637 683 Control Delay (s) 10.1 9.4 9.2 9.9 Approach Delay (s) 10.1 9.4 9.2 9.9 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) 17 154 8 6 134 14 14 14 10 24 10 6 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Hourly flow rate (vph) 18 167 9 7 146 15 15 15 11 26 11 7 Pedestrians 10 16 18 7 Lane Width (m) 3.6 3.6 3.6 3.6 Walking Speed (m/s) 1.2 1.2 1.2 1.2 Percent Blockage 1 1 2 1 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked vc, conflicting volume 168 194 415 408 206 416 404 170 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 168 194 415 408 206 416 404 170 tc, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tc, 2 stage (s) tf (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 99 100 97 97 99 95 98 99 cm capacity (veh/h) 1402 1358 507 513 811 502 515 861 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 195 167 41 43 Volume Left 18 7 15 26 Volume Right 9 15 11 7 csh 1402 1358 565 539 Volume to Capacity 0.01 0.00 0.07 0.08 Queue Length 95th (m) 0.3 0.1 1.8 2.0 Control Delay (s) 0.8 0.3 11.9 12.3 Lane LOS A A B B Approach Delay (s) 0.8 0.3 11.9 12.3 Approach LOS B B Average Delay 2.8 Intersection Capacity Utilization 30.1% ICU Level of Service A Page 18

Lanes, Volumes, Timings 2027 Total Future Traffic Volumes, Two-way 74: Adelaide Street & Nelson Street PM Peak Hour Volume (vph) 38 55 120 59 38 85 68 1140 79 28 1337 29 Storage Length (m) 35.0 0.0 25.0 0.0 0.0 0.0 0.0 0.0 Storage Lanes 1 0 1 0 0 0 0 0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 0.95 0.95 0.95 Ped Bike Factor 0.99 0.98 0.99 0.99 1.00 1.00 Frt 0.897 0.896 0.991 0.997 Flt Protected 0.950 0.950 0.997 0.999 Satd. Flow (prot) 1723 1600 0 1723 1602 0 0 3398 0 0 3430 0 Flt Permitted 0.672 0.539 0.727 0.895 Satd. Flow (perm) 1210 1600 0 968 1602 0 0 2478 0 0 3073 0 Satd. Flow (RTOR) 42 69 15 5 Link Speed (k/h) 50 50 50 50 Link Distance (m) 411.4 72.1 138.2 143.9 Travel Time (s) 29.6 5.2 10.0 10.4 Confl. Peds. (#/hr) 7 10 10 7 6 5 5 6 Adj. Flow (vph) 41 60 130 64 41 92 74 1239 86 30 1453 32 Lane Group Flow (vph) 41 190 0 64 133 0 0 1399 0 0 1515 0 Median Width(m) 3.6 3.6 0.0 0.0 Number of Detectors 1 2 1 2 1 2 1 2 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 0.6 2.0 0.6 2.0 0.6 2.0 0.6 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(m) 9.4 9.4 9.4 9.4 Detector 2 Size(m) 0.6 0.6 0.6 0.6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4 4 2 2 Page 19 Lanes, Volumes, Timings 2027 Total Future Traffic Volumes, Two-way 74: Adelaide Street & Nelson Street PM Peak Hour Permitted Phases 4 4 2 2 Detector Phase 4 4 4 4 2 2 2 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 24.9 24.9 24.9 24.9 23.6 23.6 23.6 23.6 Total Split (s) 26.0 26.0 26.0 26.0 54.0 54.0 54.0 54.0 Total Split (%) 32.5% 32.5% 32.5% 32.5% 67.5% 67.5% 67.5% 67.5% Maximum Green (s) 20.1 20.1 20.1 20.1 48.4 48.4 48.4 48.4 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.6 2.6 2.6 2.6 2.3 2.3 2.3 2.3 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.9 5.9 5.9 5.9 5.6 5.6 Lead/Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None C-Max C-Max C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 12.0 12.0 12.0 12.0 8.0 8.0 8.0 8.0 Pedestrian Calls (#/hr) 2 2 2 2 2 2 2 2 Act Effct Green (s) 13.0 13.0 13.0 13.0 55.5 55.5 Actuated g/c Ratio 0.16 0.16 0.16 0.16 0.69 0.69 v/c Ratio 0.21 0.64 0.41 0.42 0.81 0.71 Control Delay 29.3 33.6 36.1 18.6 15.2 10.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 29.3 33.6 36.1 18.6 15.2 10.8 LOS C C D B B B Approach Delay 32.8 24.3 15.2 10.8 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

Lanes, Volumes, Timings 2027 Total Future Traffic Volumes, Two-way 357: Richmond Street & Horton Street PM Peak Hour Volume (vph) 225 785 70 54 1106 56 167 203 33 178 415 254 Storage Length (m) 75.0 0.0 30.0 0.0 50.0 30.0 30.0 0.0 Storage Lanes 1 0 1 0 1 1 1 0 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 0.95 0.95 Ped Bike Factor 0.99 0.98 1.00 0.99 0.88 0.92 0.98 Frt 0.988 0.993 0.850 0.943 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1612 3358 0 1598 3443 0 1674 1779 1512 1690 3137 0 Flt Permitted 0.072 0.308 0.135 0.620 Satd. Flow (perm) 122 3358 0 506 3443 0 236 1779 1336 1016 3137 0 Satd. Flow (RTOR) 13 5 60 111 Link Speed (k/h) 50 50 50 50 Link Distance (m) 191.4 381.9 286.4 277.9 Travel Time (s) 13.8 27.5 20.6 20.0 Confl. Peds. (#/hr) 27 30 30 27 29 95 95 29 Heavy Vehicles (%) 9% 2% 9% 10% 1% 3% 5% 4% 4% 4% 2% 7% Adj. Flow (vph) 245 853 76 59 1202 61 182 221 36 193 451 276 Lane Group Flow (vph) 245 929 0 59 1263 0 182 221 36 193 727 0 Median Width(m) 3.6 3.6 3.6 3.6 Number of Detectors 1 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Left Thru Right Left Thru Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 2.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 2.0 10.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type pm+pt NA Perm NA pm+pt NA Perm Perm NA Protected Phases 5 2 6 7 4 8 Permitted Phases 2 6 6 4 4 8 Detector Phase 5 2 6 6 7 4 4 8 8 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 7.0 4.0 7.0 7.0 7.0 7.0 Page 21 Lanes, Volumes, Timings 2027 Total Future Traffic Volumes, Two-way 357: Richmond Street & Horton Street PM Peak Hour Minimum Split (s) 9.0 27.6 27.6 27.6 8.0 38.4 38.4 38.4 38.4 Total Split (s) 15.0 72.0 57.0 57.0 8.0 48.0 48.0 40.0 40.0 Total Split (%) 12.5% 60.0% 47.5% 47.5% 6.7% 40.0% 40.0% 33.3% 33.3% Maximum Green (s) 11.0 66.4 51.4 51.4 4.0 41.6 41.6 33.6 33.6 Yellow Time (s) 3.0 3.3 3.3 3.3 3.0 3.3 3.3 3.3 3.3 All-Red Time (s) 1.0 2.3 2.3 2.3 1.0 3.1 3.1 3.1 3.1 Lost Time Adjust (s) 0.0-1.9-1.9-1.9-2.5-2.5-2.5-2.5-2.5 Total Lost Time (s) 4.0 3.7 3.7 3.7 1.5 3.9 3.9 3.9 3.9 Lead/Lag Lead Lag Lag Lead Lag Lag Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Max C-Max C-Max None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 15.0 15.0 15.0 25.0 25.0 25.0 25.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 72.2 72.5 53.3 53.3 42.3 39.9 39.9 31.9 31.9 Actuated g/c Ratio 0.60 0.60 0.44 0.44 0.35 0.33 0.33 0.27 0.27 v/c Ratio 0.94 0.46 0.26 0.82 1.13 0.37 0.07 0.71 0.79 Control Delay 75.2 14.3 32.5 37.7 141.7 31.7 2.7 42.7 29.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 75.2 14.3 32.5 37.7 141.7 31.7 2.7 42.7 29.9 LOS E B C D F C A D C Approach Delay 27.0 37.5 74.9 32.6 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

Lanes, Volumes, Timings 2027 Total Future Traffic Volumes, Two-way 359: Wellington Street & Horton Street PM Peak Hour Volume (vph) 123 749 134 209 953 171 266 1360 130 91 1417 248 Storage Length (m) 30.0 0.0 95.0 70.0 45.0 40.0 25.0 30.0 Storage Lanes 1 0 1 1 1 1 1 1 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Ped Bike Factor 1.00 0.99 0.99 0.96 0.93 0.85 Frt 0.977 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1706 3298 0 1723 3413 1512 1723 3446 1512 1706 3446 1557 Flt Permitted 0.117 0.110 0.083 0.084 Satd. Flow (perm) 209 3298 0 198 3413 1449 151 3446 1410 151 3446 1324 Satd. Flow (RTOR) 18 155 106 106 Link Speed (k/h) 50 50 50 50 Link Distance (m) 381.9 487.9 284.9 278.6 Travel Time (s) 27.5 35.1 20.5 20.1 Confl. Peds. (#/hr) 28 38 38 28 121 49 49 121 Heavy Vehicles (%) 3% 3% 5% 2% 3% 4% 2% 2% 4% 3% 2% 1% Adj. Flow (vph) 134 814 146 227 1036 186 289 1478 141 99 1540 270 Lane Group Flow (vph) 134 960 0 227 1036 186 289 1478 141 99 1540 270 Median Width(m) 3.6 3.6 3.6 3.6 Number of Detectors 1 1 1 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Right Left Thru Right Left Thru Right Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 2.0 10.0 2.0 2.0 10.0 2.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 2.0 10.0 2.0 2.0 10.0 2.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 3 8 7 4 5 2 1 6 Permitted Phases 8 4 4 2 2 6 6 Detector Phase 3 8 7 4 4 5 2 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 7.0 5.0 7.0 7.0 5.0 7.0 7.0 Page 23 Lanes, Volumes, Timings 2027 Total Future Traffic Volumes, Two-way 359: Wellington Street & Horton Street PM Peak Hour Minimum Split (s) 9.0 39.8 9.0 39.8 39.8 9.0 37.2 37.2 9.0 37.2 37.2 Total Split (s) 11.0 41.0 13.0 43.0 43.0 12.0 54.0 54.0 12.0 54.0 54.0 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) 7.0 34.3 9.0 36.3 36.3 8.0 47.8 47.8 8.0 47.8 47.8 Yellow Time (s) 3.0 3.3 3.0 3.3 3.3 3.0 3.3 3.3 3.0 3.3 3.3 All-Red Time (s) 1.0 3.4 1.0 3.4 3.4 1.0 2.9 2.9 1.0 2.9 2.9 Lost Time Adjust (s) 0.0-2.8 0.0-2.8-2.8 0.0-2.2-2.2 0.0-2.2-2.2 Total Lost Time (s) 4.0 3.9 4.0 3.9 3.9 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 26.0 26.0 26.0 24.0 24.0 24.0 24.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 44.0 37.1 48.0 39.1 39.1 58.4 50.4 50.4 57.7 50.0 50.0 Actuated g/c Ratio 0.37 0.31 0.40 0.33 0.33 0.49 0.42 0.42 0.48 0.42 0.42 v/c Ratio 0.82 0.93 1.18 0.93 0.32 1.62 1.02 0.22 0.58 1.07 0.44 Control Delay 65.0 44.9 143.7 53.7 10.3 326.9 51.0 6.8 36.4 60.9 5.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 65.0 44.9 143.7 53.7 10.3 326.9 51.0 6.8 36.4 60.9 5.2 LOS E D F D B F D A D E A Approach Delay 47.4 62.3 89.5 51.8 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

Lanes, Volumes, Timings 2027 Total Future Traffic Volumes, Two-way 360: Maitland Street & Horton Street PM Peak Hour Volume (vph) 26 867 11 6 818 11 15 8 32 11 20 60 Storage Length (m) 30.0 0.0 30.0 0.0 30.0 0.0 30.0 0.0 Storage Lanes 0 0 0 0 0 0 0 0 Lane Util. Factor 0.95 0.95 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 1.00 0.97 0.97 Frt 0.998 0.998 0.921 0.911 Flt Protected 0.999 0.987 0.994 Satd. Flow (prot) 0 3398 0 0 3397 0 0 1588 0 0 1569 0 Flt Permitted 0.904 0.947 0.816 0.967 Satd. Flow (perm) 0 3073 0 0 3216 0 0 1303 0 0 1523 0 Satd. Flow (RTOR) 2 2 35 65 Link Speed (k/h) 50 50 50 50 Link Distance (m) 243.7 87.0 140.0 277.7 Travel Time (s) 17.5 6.3 10.1 20.0 Confl. Peds. (#/hr) 22 26 26 22 18 11 11 18 Heavy Vehicles (%) 0% 3% 7% 6% 3% 10% 0% 25% 0% 7% 8% 1% Adj. Flow (vph) 28 942 12 7 889 12 16 9 35 12 22 65 Lane Group Flow (vph) 0 982 0 0 908 0 0 60 0 0 99 0 Median Width(m) 3.6 3.6 0.0 0.0 Number of Detectors 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 2 6 4 8 Permitted Phases 2 6 4 8 Detector Phase 2 2 6 6 4 4 8 8 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Page 25 Lanes, Volumes, Timings 2027 Total Future Traffic Volumes, Two-way 360: Maitland Street & Horton Street PM Peak Hour Minimum Split (s) 18.6 18.6 18.6 18.6 22.6 22.6 22.6 22.6 Total Split (s) 87.0 87.0 87.0 87.0 33.0 33.0 33.0 33.0 Total Split (%) 72.5% 72.5% 72.5% 72.5% 27.5% 27.5% 27.5% 27.5% Maximum Green (s) 81.4 81.4 81.4 81.4 27.4 27.4 27.4 27.4 Yellow Time (s) 3.3 3.3 3.3 3.3 3.4 3.4 3.4 3.4 All-Red Time (s) 2.3 2.3 2.3 2.3 2.2 2.2 2.2 2.2 Lost Time Adjust (s) -1.1-1.1-1.5-1.5 Total Lost Time (s) 4.5 4.5 4.1 4.1 Lead/Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode C-Max C-Max Max Max None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 6.0 6.0 6.0 6.0 10.0 10.0 10.0 10.0 Pedestrian Calls (#/hr) 5 5 5 5 5 5 5 5 Act Effct Green (s) 100.0 100.0 11.4 11.4 Actuated g/c Ratio 0.83 0.83 0.10 0.10 v/c Ratio 0.38 0.34 0.39 0.49 Control Delay 1.6 3.0 31.9 27.5 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 1.6 3.0 31.9 27.5 LOS A A C C Approach Delay 1.6 3.0 31.9 27.5 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 Total Future Traffic Volumes, Two-way 361: Colborne Street & Horton Street PM Peak Hour Volume (vph) 259 563 61 59 716 70 81 237 55 204 381 310 Storage Length (m) 150.0 0.0 30.0 0.0 30.0 30.0 45.0 40.0 Storage Lanes 1 0 1 0 1 1 1 1 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 Ped Bike Factor 0.99 0.98 1.00 0.99 0.99 0.99 0.97 Frt 0.985 0.987 0.972 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1740 3412 0 1758 3428 0 1758 3370 0 1740 1850 1557 Flt Permitted 0.205 0.394 0.225 0.490 Satd. Flow (perm) 375 3412 0 718 3428 0 413 3370 0 887 1850 1505 Satd. Flow (RTOR) 15 9 28 251 Link Speed (k/h) 50 50 50 50 Link Distance (m) 487.9 243.7 138.3 278.0 Travel Time (s) 35.1 17.5 10.0 20.0 Confl. Peds. (#/hr) 14 16 16 14 15 13 13 15 Heavy Vehicles (%) 1% 1% 0% 0% 1% 0% 0% 1% 0% 1% 0% 1% Adj. Flow (vph) 282 612 66 64 778 76 88 258 60 222 414 337 Lane Group Flow (vph) 282 678 0 64 854 0 88 318 0 222 414 337 Median Width(m) 3.6 3.6 3.6 3.6 Number of Detectors 1 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Left Thru Left Thru Right Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 2.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 2.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type pm+pt NA Perm NA Perm NA Perm NA Perm Protected Phases 5 2 6 4 8 Permitted Phases 2 6 4 8 8 Detector Phase 5 2 6 6 4 4 8 8 8 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Page 27 Lanes, Volumes, Timings 2027 Total Future Traffic Volumes, Two-way 361: Colborne Street & Horton Street PM Peak Hour Minimum Split (s) 9.0 29.7 29.7 29.7 31.0 31.0 31.0 31.0 31.0 Total Split (s) 26.0 69.0 43.0 43.0 51.0 51.0 51.0 51.0 51.0 Total Split (%) 21.7% 57.5% 35.8% 35.8% 42.5% 42.5% 42.5% 42.5% 42.5% Maximum Green (s) 22.0 63.3 37.3 37.3 45.0 45.0 45.0 45.0 45.0 Yellow Time (s) 3.0 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 1.0 2.4 2.4 2.4 2.7 2.7 2.7 2.7 2.7 Lost Time Adjust (s) 0.0-1.7-1.7-1.7-2.0-2.0-2.0-2.0-2.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Max C-Max C-Max None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 17.0 17.0 17.0 18.0 18.0 18.0 18.0 18.0 Pedestrian Calls (#/hr) 5 5 5 5 5 5 5 5 Act Effct Green (s) 75.2 75.2 54.6 54.6 36.8 36.8 36.8 36.8 36.8 Actuated g/c Ratio 0.63 0.63 0.46 0.46 0.31 0.31 0.31 0.31 0.31 v/c Ratio 0.67 0.32 0.20 0.55 0.70 0.30 0.82 0.73 0.53 Control Delay 27.9 3.3 25.4 26.2 63.4 28.3 66.9 53.6 20.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 27.9 3.3 25.4 26.2 63.4 28.3 66.9 53.6 20.9 LOS C A C C E C E D C Approach Delay 10.5 26.2 35.9 45.3 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

Lanes, Volumes, Timings 2027 Total Future Traffic Volumes, Two-way 369: Wellington Street & Grey Street PM Peak Hour Volume (vph) 0 31 0 454 136 68 25 1617 0 29 1898 35 Storage Length (m) 0.0 0.0 45.0 45.0 35.0 0.0 20.0 5.0 Storage Lanes 0 0 1 0 1 0 1 1 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Ped Bike Factor 0.99 0.99 0.88 Frt 0.970 0.850 Flt Protected 0.950 0.981 0.950 0.950 Satd. Flow (prot) 0 1850 0 1670 1614 0 1583 3446 0 1758 3446 1512 Flt Permitted 0.735 0.857 0.051 0.063 Satd. Flow (perm) 0 1850 0 1284 1407 0 85 3446 0 117 3446 1331 Satd. Flow (RTOR) 11 27 Link Speed (k/h) 50 50 50 50 Link Distance (m) 186.1 186.3 145.3 284.9 Travel Time (s) 13.4 13.4 10.5 20.5 Confl. Peds. (#/hr) 12 5 5 12 34 21 21 34 Heavy Vehicles (%) 0% 0% 0% 0% 4% 7% 11% 2% 0% 0% 2% 4% Adj. Flow (vph) 0 34 0 493 148 74 27 1758 0 32 2063 38 29% Lane Group Flow (vph) 0 34 0 350 365 0 27 1758 0 32 2063 38 Median Width(m) 3.6 3.6 3.6 3.6 Number of Detectors 1 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Left Thru Left Thru Right Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 2.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 2.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm NA Perm NA Perm NA Perm Protected Phases 4 4 2 6 Permitted Phases 4 4 2 6 6 Detector Phase 4 4 4 4 2 2 6 6 6 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Page 29 Lanes, Volumes, Timings 2027 Total Future Traffic Volumes, Two-way 369: Wellington Street & Grey Street PM Peak Hour Minimum Split (s) 36.0 36.0 36.0 36.0 28.7 28.7 28.7 28.7 28.7 Total Split (s) 38.0 38.0 38.0 38.0 82.0 82.0 82.0 82.0 82.0 Total Split (%) 31.7% 31.7% 31.7% 31.7% 68.3% 68.3% 68.3% 68.3% 68.3% Maximum Green (s) 32.0 32.0 32.0 32.0 76.3 76.3 76.3 76.3 76.3 Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.7 2.7 2.7 2.7 2.4 2.4 2.4 2.4 2.4 Lost Time Adjust (s) 0.0-2.3-2.3-1.9-1.9 0.0-1.9-1.9 Total Lost Time (s) 6.0 3.7 3.7 3.8 3.8 5.7 3.8 3.8 Lead/Lag Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None C-Max C-Max C-Max C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 23.0 23.0 23.0 23.0 16.0 16.0 13.0 13.0 13.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0 Act Effct Green (s) 31.9 34.2 34.2 78.3 78.3 76.4 78.3 78.3 Actuated g/c Ratio 0.27 0.28 0.28 0.65 0.65 0.64 0.65 0.65 v/c Ratio 0.07 0.96 0.89 0.49 0.78 0.43 0.92 0.04 Control Delay 25.2 80.0 64.9 46.2 18.1 17.9 17.5 2.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 25.2 80.0 64.9 46.2 18.1 17.9 17.5 2.3 LOS C F E D B B B A Approach Delay 25.2 72.3 18.5 17.2 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

Lanes, Volumes, Timings 2027 Total Future Traffic Volumes, Two-way 374: Adelaide Street & Hamilton Road PM Peak Hour Volume (vph) 67 652 126 189 688 157 70 1131 76 289 1326 46 Storage Length (m) 45.0 0.0 35.0 0.0 35.0 0.0 30.0 0.0 Storage Lanes 1 0 1 0 1 0 1 0 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 Ped Bike Factor 0.98 0.99 0.98 1.00 1.00 1.00 Frt 0.976 0.972 0.991 0.995 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1723 3352 0 1740 3252 0 1740 3438 0 1740 3422 0 Flt Permitted 0.242 0.107 0.098 0.094 Satd. Flow (perm) 431 3352 0 196 3252 0 179 3438 0 172 3422 0 Satd. Flow (RTOR) 20 29 6 4 Link Speed (k/h) 50 50 50 50 Link Distance (m) 222.7 263.8 51.8 458.1 Travel Time (s) 16.0 19.0 3.7 33.0 Confl. Peds. (#/hr) 57 20 20 57 19 31 31 19 Heavy Vehicles (%) 2% 2% 0% 1% 4% 0% 1% 1% 0% 1% 2% 4% Adj. Flow (vph) 73 709 137 205 748 171 76 1229 83 314 1441 50 Lane Group Flow (vph) 73 846 0 205 919 0 76 1312 0 314 1491 0 Median Width(m) 3.6 3.6 3.6 3.6 Number of Detectors 1 1 1 1 1 1 1 1 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 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) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Perm NA pm+pt NA Perm NA pm+pt NA Protected Phases 6 5 2 8 7 4 Permitted Phases 6 2 8 4 Detector Phase 6 6 5 2 8 8 7 4 Switch Phase Minimum Initial (s) 7.0 7.0 5.0 7.0 7.0 7.0 5.0 7.0 Page 31 Lanes, Volumes, Timings 2027 Total Future Traffic Volumes, Two-way 374: Adelaide Street & Hamilton Road PM Peak Hour Minimum Split (s) 31.3 31.3 9.0 31.3 28.5 28.5 9.0 28.5 Total Split (s) 42.0 42.0 13.0 55.0 45.0 45.0 20.0 65.0 Total Split (%) 35.0% 35.0% 10.8% 45.8% 37.5% 37.5% 16.7% 54.2% Maximum Green (s) 35.7 35.7 9.0 48.7 38.5 38.5 16.0 58.5 Yellow Time (s) 3.3 3.3 3.0 3.3 3.4 3.4 3.0 3.4 All-Red Time (s) 3.0 3.0 1.0 3.0 3.1 3.1 1.0 3.1 Lost Time Adjust (s) -2.3-2.3 0.0-2.3-2.4-2.4 0.0-2.4 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.1 4.1 4.0 4.1 Lead/Lag Lag Lag Lead Lag Lag Lead Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode C-Max C-Max None C-Max Max Max None Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 18.0 18.0 18.0 15.0 15.0 15.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 Act Effct Green (s) 38.0 38.0 51.0 51.0 40.9 40.9 61.0 60.9 Actuated g/c Ratio 0.32 0.32 0.42 0.42 0.34 0.34 0.51 0.51 v/c Ratio 0.54 0.79 1.03 0.66 1.25 1.12 1.06 0.86 Control Delay 50.7 42.6 99.4 29.3 232.1 101.6 101.7 32.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 50.7 42.6 99.4 29.3 232.1 101.6 101.7 32.0 LOS D D F C F F F C Approach Delay 43.3 42.1 108.8 44.1 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

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