300 Tremblay Road TIA Strategy Report

Prepared for: TCU Development Corporation 150 Isabella Street, Suite 100 Ottawa, ON K1S 5H3

Prepared by: Parsons 1223 Michael Street North, Suite 100 Ottawa, ON K1J 7T2

477570 - 01000

1335 & 1339 Bank Street –Scoping Report 1

Document Control Page CLIENT: TCU Development Corporation PROJECT NAME: 300 Tremblay Road REPORT TITLE: TIA Step 4 Strategy Report PARSONS PROJECT NO: 477570-01000 VERSION: Draft DIGITAL MASTER: \\XCCAN57FS01\Data\ISO\477570\1000\DOCS\STEP3-Forecasting\300 Tremblay - TIA Step 3 Forecasting Report.docx ORIGINATOR Juan Lavin, E.I.T. REVIEWER: Matt Mantle, P.Eng. AUTHORIZATION: CIRCULATION LIST: Mike Giampa, P.Eng. 1. TIA Step 1 Screening Form – July 9, 2020 2. TIA Step 2 Scoping Report – July 27, 2020 HISTORY: 3. TIA Step 3 Forecasting Report – August 21, 2020 4. TIA Step 4 Strategy Report – September 18, 2020

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TABLE OF CONTENTS DOCUMENT CONTROL PAGE ...... I 1. SCREENING FORM ...... 1 2. SCOPING REPORT ...... 1 2.1. EXISTING AND PLANNED CONDITIONS ...... 1 2.1.1. PROPOSED DEVELOPMENT ...... 1 2.1.2. EXISTING CONDITIONS ...... 3 2.1.3. PLANNED CONDITIONS ...... 7 2.2. STUDY AREA AND TIME PERIODS ...... 9 2.3. EXEMPTION REVIEW ...... 9 3. FORECASTING REPORT ...... 10 3.1. DEVELOPMENT-GENERATED TRAVEL DEMAND ...... 10 3.1.1. TRIP GENERATION AND MODE SHARES ...... 10 3.1.2. TRIP DISTRIBUTION ...... 11 3.1.3. TRIP ASSIGNMENT ...... 12 3.2. BACKGROUND NETWORK TRAVEL DEMANDS ...... 12 3.2.1. TRANSPORTATION NETWORK PLANS ...... 12 3.2.2. BACKGROUND GROWTH ...... 12 3.2.3. OTHER AREA DEVELOPMENTS ...... 12 3.3. DEMAND RATIONALIZATION ...... 14 4. STRATEGY REPORT ...... 15 4.1. DEVELOPMENT DESIGN ...... 15 4.1.1. DESIGN FOR SUSTAINABLE MODES ...... 15 4.1.2. CIRCULATION AND ACCESS ...... 15 4.1.3. NEW STREETS NETWORK ...... 15 4.2. PARKING ...... 15 4.2.1. PARKING SUPPLY ...... 15 4.2.2. SPILLOVER PARKING ...... 16 4.3. BOUNDARY STREET DESIGN ...... 16 4.3.1. EXISTING CONDITIONS ...... 16 4.4. ACCESS INTERSECTION DESIGN ...... 17 4.4.1. LOCATION AND DESIGN OF ACCESS ...... 17 4.4.2. INTERSECTION CONTROL ...... 17 4.4.3. INTERSECTION DESIGN ...... 17 4.5. TRANSPORTATION DEMAND MANAGEMENT ...... 17 4.5.1. CONTEXT FOR TDM ...... 17 4.5.2. NEED AND OPPORTUNITY ...... 18 4.5.3. TDM PROGRAM ...... 18 4.6. NEIGHBORHOOD TRAFFIC MANAGEMENT ...... 18 4.6.1. ADJACENT NEIGHBORHOODS ...... 18 4.7. TRANSIT ...... 18 4.7.1. ROUTE CAPACITY ...... 18 4.7.2. TRANSIT PRIORITY ...... 18 4.8. REVIEW OF NETWORK CONCEPT ...... 18 4.9. INTERSECTION DESIGN ...... 18 4.9.1. INTERSECTION CONTROL ...... 18 4.9.2. INTERSECTION DESIGN ...... 18 5. FINDINGS AND RECOMMENDATIONS ...... 19

LIST OF FIGURES

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FIGURE 1: LOCAL CONTEXT ...... 1 FIGURE 2: PROPOSED SITE PLAN ...... 2 FIGURE 3: EXISTING DRIVEWAYS ADJACENT TO DEVELOPMENT ...... 4 FIGURE 4: AREA TRANSIT NETWORK ...... 5 FIGURE 5: EXISTING PEAK HOUR TRAFFIC VOLUMES ...... 6 FIGURE 6: STAGE 2 LRT SYSTEM MAP ...... 7 FIGURE 7: EXISTING AND FUTURE ‘ULTIMATE CYCLING NETWORK” ...... 8 FIGURE 8: OTHER AREA DEVELOPMENTS ...... 8 FIGURE 9: STUDY AREA BOUNDARIES AND INTERSECTIONS ...... 9 FIGURE 10: OTHER AREA DEVELOPMENT TRIP GENERATION ...... 13 FIGURE 11: 2022 FUTURE BACKGROUND TRAFFIC VOLUMES ...... 13 FIGURE 12: 2027 FUTURE BACKGROUND TRAFFIC VOLUMES ...... 13 FIGURE 13: FUTURE 2022 TOTAL PROJECTED VOLUMES ...... 14 FIGURE 14: FUTURE 2027 TOTAL PROJECTED VOLUMES ...... 14

LIST OF TABLES TABLE 1: EXEMPTIONS REVIEW SUMMARY ...... 10 TABLE 2: 2009 TRANS RESIDENTIAL TRIP GENERATION RATES ...... 10 TABLE 3: PROJECTED SITE VEHICLE TRIP GENERATION – TRANS MODEL...... 10 TABLE 4: SITE PERSON TRIP GENERATION ...... 10 TABLE 5: SITE VEHICLE TRIP GENERATION ...... 11 TABLE 6: FUTURE MODE SHARE TARGETS FOR THE DEVELOPMENT ...... 11 TABLE 7: FUTURE PROJECTED SITE GENERATED TRAFFIC ...... 11 TABLE 8: BELFAST/TREMBLAY HISTORICAL BACKGROUND GROWTH (2005-2020) ...... 12 TABLE 9: VEHICLE PARKING SPACE SUPPLY ...... 16 TABLE 10: BICYCLE PARKING REQUIREMENTS ...... 16 TABLE 11: MMLOS – BOUNDARY STREET SEGMENT EXISTING ...... 17 TABLE 12: MMLOS – INTERSECTIONS ...... 18 TABLE 13: EXISTING INTERSECTION PERFORMANCE ...... 19

LIST OF APPENDICES APPENDIX A – SCREENING FORM AND COMMENT RESPONSES APPENDIX B – TRAFFIC COUNT DATA APPENDIX C – COLLISION DATA APPENDIX D – HISTORIC BACKGROUND GROWTH APPENDIX E – MMLOS: ROAD SEGMENTS APPENDIX F – TDM MEASURES APPENDIX G – MMLOS: INTERSECTIONS APPENDIX H – SYCNHRO RESULTS: EXISTING CONDITIONS

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Strategy Report Parsons has been retained by TCU Development Corporation to prepare a Transportation Impact Assessment (TIA) in support of a Zoning By-Law Amendment (ZBLA) and Site Plan Application (SPA) for a mixed-use development located at the joint addresses of 294 and 300 Tremblay Road in Alta Vista. This document follows the TIA process, as outlined in the City Transportation Impact Assessment (TIA) Guidelines (2017). The following report represents Step 4 – Strategy Report. 1. Screening Form The screening form confirmed the need for a TIA Report based on the site meeting the location and safety triggers due to the development being located within a Transit Oriented Development Zone (TOD), within 600 meters of the Tremblay LRT Station and having a proposed driveway within the influence area of an adjacent intersection. The trip generation trigger was not met as the development is anticipated to have less than 90 apartment units. The Screening Form and correspondence from previous reports has been provided in Appendix A. 2. Scoping Report 2.1. Existing and Planned Conditions 2.1.1. Proposed Development The proposed development is located at the municipal addresses of 294 and 300 Tremblay Road, bounded by Avenue L to the west, Tremblay Road to the north and Belfast Road to the east. The proposed study area includes the intersections of Belfast/Tremblay, Ottawa Train Station/Tremblay and roadway segments adjacent to site, connecting to Tremblay LRT Station or between intersections as shown in Figure 1. More details regarding the study area found in Section 2.1.2. Figure 1: Local Context

The existing site is currently occupied by White Horse Diner and Hannia’s Esthetics Salon. The site is currently zoned as IG3[263] which triggers the re-zoning application to allow mid-rise residential buildings. The west property has perpendicular off-street parking along its frontage Tremblay Road and Avenue L and a driveway off of Avenue L, while the east property has a driveway off Tremblay Road.

The proponent intends to develop a 6-storey apartment building containing 73 residential units and 1,580 ft2 of retail suites. Full buildout of the site is assumed by 2022. The future site proposes a single vehicle access to Avenue L which connects to a surface parking lot with a capacity of 7 vehicle parking spaces and 42 bicycle parking spaces. The latest site plan concept is shown in Figure 2.

300 Tremblay Road – Strategy Report 1 GENERAL ARCHITECTURAL NOTES: 1. This drawing is the property of the Architect and may not be reproduced or used without the expressed consent of the Architect. 2. Drawings are not to be scaled. The Contractor is responsible for checking and verifying all levels and dimensions and shall report all discrepancies to the Architect and obtain clarification prior to commencing work. 3. Upon notice in writing, the Architect will provide written/graphic clarification or supplementary information regarding the intent of the Contract Documents. PRINTED: YYYY-MM-DD PRINTED: 4. The Architectural drawings are to be read in conjuction with all other Contract Documents including Project Manuals and the Structural, Mechanical and Electrical Drawings. 5. Positions of exposed or finished Mechanical or Electrical devices, fittings and PROJECT SITE fixtures are indicated on the Architectural Drawings. Locations shown on the Architectural Drawings shall govern over Mechanical and Electrical Drawings. Mechanical and Electrical items not clearly located will be located as directed by the Architect. 6. These documents are not to be used for construction unless specifically noted for such purpose.

4 LOCATION PLAN SP-01 SCALE: 1 : 1

SITE & PROJECT STATISTICS SITE PLAN SYMBOLS LEGEND

BUILDING ENTRANCE STATISTICS AND ZONING INFORMATION

TREMBLAY ROAD ZONING DESIGNATION: TD1 BUILDING EXIT Dwelling Units: 73 5 FH CITY CONCRETE SIDEWALK FIRE HYDRANT BICYCLE PARKING CALCULATION As per Table 111A NEW STREET LIGHT Required Parking: 37 spaces 0.5sp/dwelling unit [111A(b)(i)] STREET LIGHT TO BE REMOVED Total Parking Provided: 38 spaces

PARKING CALCULATION BICYCLE PARKING As per Section 101 & Section 102 PROPERTY LINE 1 Parking Space Rate Area: Area X HYDRO POLE NEW BUILDING Residential Units: 73 units 38120 HYDRO WIRE Required Parking: 0 spaces SYMBOLS LEGEND 1750 34620 1750 Parking Provided: 0 spaces 3m x 3m CORNER SCALE: NTS 2 SIGHT TRIANGLE Visitor Parking: Required Parking: 6 spaces 0.1 spaces/unit beyond 12 units Parking Provided: 7 spaces 2: Site Plan Figure Proposed

Total Required Parking:6 spaces 3m x 3m CORNER 5000 RETAIL ENTRY Total Parking Provided:7 spaces

3000 SIGHT TRIANGLE 3000

3548 AMENITY AREA CALCULATION As per Table 137

Total Amenity Area Req'd: 438m² HYDRO WIRE SETBACK 6m²/ unit LINE OF CANOPY ABOVE Communal Area Required: 219m² Communal Area Provided: 330m²

Private Amenity Provided: 0m²

Total Amenity Area Provided:330m² LINE OF BUILDING AT LEVELS LL-03

300 TREMBLAY ROAD PROPOSED 6-STOREY RESIDENTIAL BUILDING

1 BASEMENT FFE: LINE OF BUILDING AT GROUND FLOOR FFE: 3228 GROUND LEVEL BUILDING HEIGHT: Approx. 21.14m ISSUE RECORD 2 2 ZONING RESIDENTIAL 3

2441 ENTRY SP-01 SCALE: 1 : 1

LINE OF CANOPY 2 ABOVE 1 INTERLOCKED CONCRETE PAVERS AVENUE L AVENUE 21950 2500 2WINDOW WELL

3 SOFT LANDSCAPING GARBAGE ENCLOSURE 6 4ASHPALT

5 CITY CONCRETE SIDEWALK

6 CONCRETE PAD BELFAST ROAD 6000 6000 4 UP KEYNOTE LEGEND SP-01 SCALE: N.T.S. LINE OF BUILDING AT LEVELS 2-5 PERMITTED PROJECTION Project1 Studio Incorporated BIKE RM BIKE PARKING |613.884.3939 |[email protected] 616 2600 2600 590 2600 2600 406 2600 2600 406 2600 604 ENTRY

300 TREMBLAY

5200 300 Tremblay Road Ottawa, ON UP UP 2 1317 1 2 3 4 5 6 7

CURB 200 P R O J S C A L E D R A W N R E V I E W E D 2008 As IB RMK indicated SITE PLAN

1 SITE PLAN SP-01 SCALE: 1 : 100 SP-01

2.1.2. Existing Conditions Area Road Network Tremblay Road is classified as a major collector roadway which extends from Riverside Drive in the west to St. Laurent Boulevard in the east. East of Pickering Place, Tremblay Road has a two-lane cross section. West of Pickering Place, Tremblay Road has a four-lane cross section. The posted speed limit is 50 km/h.

Belfast Road is a major collector roadway north of Tremblay Road. South of Tremblay Road, Belfast Road continues as a collector roadway. Belfast Road extends from Coventry Road in the north to St. Laurent Boulevard in the south. Within the study area, Belfast Road has a two-lane cross section. The posted speed limit is 50 km/h.

Avenue L is a local roadway with a two-lane cross section. Avenue L has an unposted speed limit assumed to be 50km/h.

Ottawa Train Station is a privately owned roadway with a two-lane cross section at the intersection of Tremblay Road. Ottawa Train Station has an unposted speed limit assumed to be 50km/h. Existing Study Area Intersections

Belfast/Tremblay The Belfast/Tremblay intersection is a signalized four- legged intersection. All approaches consist of a single left- turn lane and a shared right-through lane. All movements are permitted at this location.

Avenue L/Tremblay The Avenue L/Tremblay intersection is a three-legged intersection with a STOP control on Avenue L approach. The northbound consists of a shared left- and right-turn lane with left-turns prohibited between the hours of 07:00 - 09:00 and 15:30 - 17:30 on weekdays. The eastbound approach is comprised of a shared through/left-turn lane and a continuous left-turn lane that begins at Avenue K/Tremblay intersection through to Belfast/Tremblay intersection. The westbound approach consists of a single right-through lane.

Ottawa Train Station/Tremblay The Ottawa Train Station/Tremblay intersection is a signalized four-legged intersection. The northbound approach consists of a left and a right turn lane. The eastbound approach consists of a right-turn lane and two through lanes. The westbound approach consists of a left- turn lane and two through lanes. The north leg (southbound approach) used to serve as a bus connection to the old BRT corridor. Since the BRT has been converted into an LRT line, this leg is now a dead ended road that acts as a driveway to a small service building.

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Existing Driveways to Adjacent Developments The existing driveways within 200m of the proposed site are shown in Figure 3, including: . Tremblay Road: . There are 3 residential driveways east of the site, approximately 90 to 160 meters east of the site . There is a driveway to a surface parking lot approximately 160 meters west of the site . There is a depressed curb with access to 8 parking spaces adjacent to the site, fronting Tremblay Road . Avenue L: . There is a depressed curb with access to 6 parking spaces adjacent to the site, fronting Avenue L. An additional 9 spaces in the back can be accessed via the depressed curb . There is a driveway to a surface parking lot approximately 60 meters south of the site . There is no curb on the east side of Avenue L starting from 70 meters south of the site until the end of the road. Vehicles park on the shoulder . There is a driveway access at the end of the road which services Avenue Tire Depot . Belfast Road does not have any driveway accesses within 200-meter radius of the proposed site Figure 3: Existing Driveways Adjacent to Development

Existing Area Traffic Management Measures Below are the existing area traffic management measures within the study area: . Painted pedestrian crossing lines at some intersections; . Grade separated crossings at the Max-Keeping Bridge and a tunnel pathway connection to St. Laurent Mall/Station; Pedestrian/Cycling Network Pedestrian sidewalk facilities are provided on the south side of Tremblay Road. The north side of Tremblay Road has a paved, separated multi-use pathway (MUP). The MUP connects to Tremblay LRT Station and to the Max- Keeping Pedestrian bridge over Tremblay Road and Queensway 417 Highway to the west. To the east, the MUP extends to the end of the residential neighborhood and connects to an underground tunnel which passes under Queensway 417 Highway to St. Laurent Mall and LRT Station. Belfast Road has a paved MUP on the west side of the roadway south of Tremblay Road. North of Tremblay Road, Belfast Road has paved sidewalks on both

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sides. Ottawa Train Station has sidewalks on the outside perimeter of the road loop which connects to Tremblay LRT Station and VIA Intercity Rail. Avenue L does not have sidewalk facilities. With regards to cycling, a MUP follows Tremblay Road on the north side and is classified as a ‘path’ within the existing cycling network. This path connects to a larger network of pathways west of the site which provide connectivity to the downtown and along the Rideau River. The MUP on west side of Belfast Road connects to a cycle track on Trainyard Drive. A paved shoulder exists on the east side of Belfast Road, south of Tremblay Road. North of Tremblay Road, cyclists must share the Belfast Road with vehicles on the bridge over Queensway 417 Highway. Once on the other side of the highway, paved shoulders provide connectivity to a cycle track on Coventry Road. Section 2.1.3. discusses the future Ultimate Cycling Network. Transit Network The transit network for the study area is illustrated in Figure 4. The following OC Transpo routes currently operate within 600-meter radius of the site: Figure 4: Area Transit Network

Source: https://www.octranspo.com/images/files/maps/systemmap.pdf

. Confederation Line 1 LRT (Blair <-> Tunney’s Pasture): identified by OC Transpo as a “rapid transit”, this route operates 7 days a week in all time periods with grade separation. The Confederation Line 1 has stops at major stations which provide connections to the Trillium Line 2 LRT at Bayview Station, the south BRT corridor at Hurdman Station and local bus routes at other stations. The nearest LRT Station is Tremblay Station which is located approximately 550 meters away. . Route #18 (St. Laurent <-> Parliament): identified by OC Transpo as a “Local Route”, this route operates on customized routing and schedules, to serve local destinations with connection to the Confederation LRT Line at St. Laurent and downtown Ottawa. Route #18 operates at an average rate of every 15 minutes during weekdays. Bus stops for this route are available on both sides of Tremblay Road and Belfast Road. Peak Hour Travel Demands The existing peak hour traffic volumes within the study area, as illustrated in Figure 5, were obtained from the City of Ottawa. The peak hour traffic volume count data has been provided in Appendix B.

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Figure 5: Existing Peak Hour Traffic Volumes

Existing Road Safety Conditions A five-year collision history data (2014-2018, inclusive) was requested and obtained from the City of Ottawa for all intersections and road segments within the study area. Upon analyzing the collision data, the total number of collisions observed within the study area was determined to be 35 collisions within the past five-years. The majority of the collisions 25 (71%) resulted in property damage only, and 10 (29%) resulted in non-fatal injury. The types of impact were broken down into the following: 13 (37%) angle, 9 (26%) rear end, 9 (26%) turning movement, 3 (9%) sideswipe, and 1 (3%) single vehicle other. To help quantify the relative safety risk at intersections within the study area, an industry standard unit of measure for assessing collisions at an intersection was used based on the number of collisions per million entering vehicles (MEV). An MEV value greater than 1.00 indicates a relatively high frequency of collisions; however, it does not explain the type or severity of collision. A secondary analysis is done to determine the severity of collision by representing the number of personal injuries as a percentage of the total number of collisions at a given intersection. A high propensity (MEV > 1.00 or %PIR > 30%) would signal a potential intersection design deficiency or other contributing factor, such as poor intersection geometry, blind spaces, poor lighting, excessive speeds, high amount of entry/exit driveways etc. At intersections within the study area, reported collisions have historically taken place at a rate of: . 0.26 Collisions/MEV with 50% collisions causing injury at the intersection of Belfast/Tremblay (total of 8 collisions with 4 causing injury). 3 or 38% of collisions involved turning movements, with 2 of 3 causing injury. The other types of collisions that caused injury include rear end and angle. Though the likelihood of a collision here is low due to the low MEV number, 50% of collisions causing injury is considered high and may be due to poor sight lines of vehicles heading southbound on the Belfast overpass. . 0.26 Collisions/MEV with 0% collisions causing injury at the intersection of Avenue L/Tremblay (total of 3 collisions with 0 causing injury). All collisions involved a type of turning movement, including turning movement and angle. . 0.29 Collisions/MEV with 20% collisions causing injury at the intersection of Train Station/Tremblay (total of 5 collisions with 1 causing injury). 2 of the 5 (40%) involved angle type collisions, with one of them causing the single injury. Other collisions within the study area include: . There was a total of 12 collisions between intersections (mid-block segments) . 9 of the 12 mid-block collisions (75%) were located between Tremblay Road and Trainyards Drive on Belfast Road. 3 of the 9 collisions here (33%) caused injury and include 2 (22%) angle and 1 (11%) rear end type collision.

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. There were no recorded collisions with pedestrians or cyclists The source collision data as provided by the City of Ottawa and related analysis is provided as Appendix C. 2.1.3. Planned Conditions Planned Study Area Transportation Network Changes Stage 2 LRT Stage 2 of the City of Ottawa LRT system is currently under construction. Stage 2, as shown in Figure 6, is a package of three extensions – south, east and west – totaling 44 km of new rail and 24 new LRT stations. Although the site is within 600 meters of an existing LRT Station at Tremblay, which is already operational, the Stage 2 expansion is worth mentioning as it will expand the reach and add new destinations to the existing Confederation Line. Figure 6: Stage 2 LRT System Map

Source: www.stage2lrt.ca Cycling Network Within the City of Ottawa Ultimate Cycling Plan, Tremblay Road east of the Belfast Road is suggested as a future local route. Belfast Road north of Tremblay Road is suggested as a major pathway connecting to the cycle track located on Coventry Road. Another major pathway is suggested along VIA Rail Station, connecting the Max- Keeping Bridge to Tremblay LRT Station, VIA Rail Station, Terminal Avenue and Industrial Avenue. Riverside Drive and Vanier Parkway are suggested spine routes. Several other smaller links are suggested to connect existing and future cycling routes. Figure 7 depicts the existing and future Ultimate Cycling Network.

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Figure 7: Existing and Future ‘Ultimate Cycling Network”

Other Area Developments The following section outlines adjacent developments in the general area that were considered in the TIA. The criteria for inclusion of other area developments are either approved developments or developments that have an active planning application in the City. Figure 8 illustrates the location and relative size of relevant other area developments. Figure 8: Other Area Developments

1 - 470 Tremblay Canada Lands Development Canada Lands Company is proposing the construction of a mixed-use development consisting of approximately 500 residential units and space for approximately 8,000 office employees. The projected two-way vehicle trips for this proposed development is estimated at approximately 820 to 890 veh/h during the AM and PM peak hours respectively. Note that there is no TIA for this development at this time. 2 - 530 Tremblay / 2098 Avenue P

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CLV Group Inc. is proposing the construction of a residential development consisting of approximately 70 residential units total within 2 buildings. The projected two-way vehicle trips according to a report written by CGH for this proposed residential development are approximately 80 to 85 veh/h during the AM and PM peak hours respectively. 3 - 200/230/260 Steamline Street Ottawa Trainyards is proposing the construction of a residential development consisting of approximately 1,845 residential units total within 7 buildings built in 3 phases. The projected net change in two-way vehicle trips according to a report written by D. J. Halpenny & Associates Ltd. for this proposed residential development are approximately 130 veh/h more vehicles than existing site use during the AM and PM peak hours. 4 - 820/830 Belfast Road Ottawa Trainyards is proposing the construction of a new grocery store consisting of approximately 38,000 ft2 gross floor area. The projected two-way vehicle trips according to a report written by D. J. Halpenny & Associates Ltd. includes approximately 160 primary trips and 90 pass-by trips in the PM peak hour two-ways. 2.2. Study Area and Time Periods Full buildout of the proposed residential development is assumed to be 2022. As such, the horizon years being analyzed in this report are 2022 and 2027 (five years after full buildout) horizon years, using the weekday morning and afternoon peak hour time periods.

Proposed study area intersections and boundary roads are outlined below and highlighted in Figure 9. . Belfast/Tremblay intersection; . Ottawa Train Station/Tremblay intersection; and, . Avenue L/Tremblay intersection; . Along Avenue L adjacent to the site. . Along Tremblay Road adjacent to the site;

Figure 9: Study Area Boundaries and Intersections

2.3. Exemption Review The following modules/elements of the TIA process recommended to be exempt in the subsequent steps of the TIA process, based on the City’s TIA guidelines and the subject site:

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Table 1: Exemptions Review Summary Module Element Exemption Consideration 4.1 Development 4.1.3 New Streets Only required for plans of subdivision Design Networks 4.2.2 Spillover 4.2 Parking Development not anticipated to generate many vehicle trips Parking 4.8 Network Only required if proposed development is anticipated to generate more 4.8 Network Concept Concept than 200 person-trips over the permitted zoning 3. Forecasting Report 3.1. Development-Generated Travel Demand 3.1.1. Trip Generation and Mode Shares Due to the limited availability of onsite parking and the limited scale of the sites’ retail component, it was assumed that the 1,580 ft2 of ground floor retail would primarily provide service to the local residents and have little impact to the site’s generated trips. Trip generation rates for the proposed residential segment of the development consisting of approximately 73 mid-rise apartment units were obtained from the City’s 2009 TRANS Trip Generation – Residential Trip Rates Report. These rates are summarized in Table 2. Table 2: 2009 TRANS Residential Trip Generation Rates Data Trip Rates Land Use Source AM Peak PM Peak Mid Rise Apartments 223 T = 0.24(du) T = 0.28(du) Note: T = Average Vehicle Trip Ends; du = dwelling units Using the TRANS Trip Generation rates, the total amount of vehicle trips generated by the proposed 73 residential units was calculated. The results are summarized in Table 3. Table 3: Projected Site Vehicle Trip Generation – TRANS Model AM Peak (Veh/h) PM Peak (Veh/h) Land Use Area In Out Total In Out Total Mid-Rise Apartments 73 units 4 14 18 12 8 20

Using the TRANS Auto Trips projected in Table 3 and the mode share percentages in the TRANS Trip Generation Report (Table 3.13), the total projected number of person trips by mode for the residential development was calculated and are summarized in Table 4. Table 4: Site Person Trip Generation Mode AM Peak (Person Trips/h) Mode PM Peak (Person Trips/h) Travel Mode Share In Out Total Share In Out Total Auto Driver 37% 4 14 18 40% 12 8 20 Auto Passenger 8% 0 3 3 9% 3 1 4 Transit 41% 5 16 21 37% 11 8 19 Non-motorized 14% 1 6 7 14% 4 3 7 Total Person Trips 100% 10 39 49 100% 30 20 50

The 2009 TRANS report focuses on trip generation modal shares based on unit type; however, it is more representative to obtain mode shares that reflect travel habits of a specific community, which can be obtained from the 2011 OD-Survey. To incorporate the two methods, first the person trips are calculated using the 2009 TRANS report (displayed in Table 4), then the total person trips generated by the site are multiplied by the modal shares obtained from the 2011 OD-Survey for the Alta Vista District. This results in the new site generated trips by mode, which can be found in Table 5.

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Table 5: Site Vehicle Trip Generation AM Mode AM Peak (veh/h) PM Peak (veh/h) Travel Mode Share In Out Total In Out Total Auto Driver 55% 6 21 27 16 11 27 Auto Passenger 15% 2 5 7 4 4 8 Transit 20% 2 8 10 6 4 10 Non-motorized 10% 1 4 5 3 2 5 Total People Trips 100% 11 38 49 29 21 50 Total 'New' Auto Trips 6 21 27 16 11 27

As shown in Table 5, the proposed site is projected to generate approximately 27 new auto-trips per hour during the weekday morning and afternoon peak hours using 2011 OD-Survey modal shares.

Mode Shares Given the location of the site, within close proximity to the existing Tremblay LRT station, a higher transit modal share is appropriate. Table 6 illustrates future modal shares which reflect the site’s location within close proximity to the existing Tremblay LRT Station. Table 6: Future Mode Share Targets for the Development Mode Share Travel Mode Rationale Target Development is located within 600m of existing Tremblay LRT station, making it a Transit 65% Transit-Oriented Development (TOD) which have transit targets of 65%. This is consistent with the City’s TMP, TOD areas and the existing TRANS trip- Walking 10% generation report. This is consistent with the City’s TMP, TOD areas and the existing TRANS trip- Biking 5% generation report. Auto This is consistent with TOD targets. 5% Passenger Auto Driver 15% This is consistent with TOD targets.

Based on the future mode share targets for this development, the project site-generated person trips are outlined in Table 7. Table 7: Future Projected Site Generated Traffic AM Peak (Person Trips/h) PM Peak (Person Trips/h) Travel Mode Mode Share In Out Total In Out Total Auto Driver 15% 1 7 8 4 3 7 Auto Passenger 5% 1 1 2 1 2 3 Transit 65% 7 24 31 19 13 32 Non-motorized 15% 1 7 8 4 4 8 Total Person Trips 100% 10 39 49 28 22 50 Total 'New' Auto Trips 1 7 8 4 3 7

Future site generated vehicle trips for the development are anticipated to be less than 10 ‘new’ vehicle trips two- way per peak hour, which equates to an average of less than 1 vehicle per minute. Vehicle trips generated by this site are considered negligible. 3.1.2. Trip Distribution Based on the OD Mode Share Survey, existing traffic volume counts and the location of adjacent arterial roadways and neighbourhoods, the distribution of site-generated traffic volumes is as follows: . 20% to/from the east; . 25% to/from the south; . 25% to/from the west; and . 30% to/from the north.

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3.1.3. Trip Assignment A full movement driveway connection to Avenue L is proposed to serve the subject development. This driveway is proposed at the southern boundary of the site, approximately 100 m south of Tremblay Road. Given the low number of vehicle trips (less than 10 veh/h two-way total) projected to be generated by the proposed development, the future impact from this development on the roadway network is considered negligible and thus, no vehicles from the development will be added to the study area intersections. 3.2. Background Network Travel Demands 3.2.1. Transportation Network Plans The City of Ottawa TOD plans (dated Oct. 11, 2012) identifies the need for protecting increased right of way requirements along Tremblay Road to give the City sufficient space to provide various design elements that promote sustainable forms of transportation such as bicycle lands, wide sidewalks, on-street parking and or travel lanes.

Planned City of Ottawa transportation network improvements along Belfast Road include: . A MUP connection along Belfast Road between Coventry Road to the Highway 417 overpass bridge. . Improved MUP between Trainyards through to VIA rail overpass bridge. . A bi-directional cross-ride at the south leg of Belfast/Trainyards intersection.

3.2.2. Background Growth The emphasis in the City’s recent Official Plan and Transportation Master Plan is to place priority on transit, encourage intensification around transit stations, encourage mixed-use developments and provide “complete streets” that better accommodate the active transportation needs of its residents and reduce the use of the private auto. Given the location of the site near existing Confederation Line LRT, the trips generated from this development as well as nearby developments will likely choose alternate modes of transportation over driving.

The following background traffic growth (summarized in Table 8) was calculated based on historical traffic count data (years 2005, 2009, 2016 and 2020) provided by the City of Ottawa at the Belfast/Tremblay intersection near the site. Detailed background traffic growth analysis is included as Appendix D. Table 8: Belfast/Tremblay Historical Background Growth (2005-2020) Percent Annual Change Time Period North Leg South Leg East Leg West Leg Overall 8 hrs -0.08% 0.89% -0.87% -1.16% -0.01% AM Peak -1.24% -0.48% 0.10% -1.32% -0.87% PM Peak 0.01% 1.62% -2.19% -1.65% 0.12%

As shown in Table 8, the Belfast/Tremblay intersection, has experienced between 0% to 1% overall annual decrease in traffic within recent years. This is consistent with the decline in vehicular traffic outline in the TMP. For purposes of this study a growth rate of 0% annually will be assessed with the con. 3.2.3. Other Area Developments The projected vehicle volumes from the planned area developments as discussed in Section 2.1.3. ‘Planned Conditions – Other Area Developments’ for 470 Tremblay - Canada Lands, and 530 Tremblay properties were added to the study area intersections and are shown in Figure 10.

300 Tremblay Road – Strategy Report 12

Figure 10: Other Area Development Trip Generation

10(34) 40(138) 40(138) 40(138) 0(0) -1(8) 32(11) 0(0) 0(0) Tremblay 0(0) Tremblay

130(45) STO P 130(45) 0(0) 0(0) 130(45) 0(0) 6(5) 0(0) 0(0) 0(0) 0(0) 0(0)

xx AM Peak Hour Volumes 0(0) 0(0) (yy) PM Peak Hour Volumes Train Station Ottawa Ottawa Belfast Avenue L

Note: the negative volumes come from pass-by trips generated from retail. Background Projected volumes Figure 11 and Figure 12, show the anticipated 2022 and 2027 background volumes that combine the projected volumes of the adjacent developments shown in Figure 10 and the projected 1% background growth along Belfast and Trembley. Figure 11: 2022 Future Background Traffic Volumes

Figure 12: 2027 Future Background Traffic Volumes

300 Tremblay Road – Strategy Report 13

3.3. Demand Rationalization The City of Ottawa uses 1800 veh/h per lane as the saturated volume through a signalized intersection; When comparing to the volumes shown in Figure 13 and Figure 14 below that display the total projected volumes during the 2022 and 2027 horizon years, the study intersections along Tremblay are anticipated to operate acceptably for both horizons. However, this will be looked into with a detailed analysis for each intersection using Synchro (V10) during Step 4 of the TIA process. Furthermore, this sites’ generated vehicle volumes are projected to be low (i.e. less than 10 veh/h during the peak hours) due to the sites’ proximity to two LRT stations and having access to several paths, MUP’s and sidewalks it is anticipated that this site will have minimal impact on the local road network. Figure 13: Future 2022 Total Projected Volumes

Figure 14: Future 2027 Total Projected Volumes

300 Tremblay Road – Strategy Report 14

4. Strategy Report 4.1. Development Design 4.1.1. Design for Sustainable Modes This development is located within a Transit Oriented Development zone given its close proximity to Tremblay LRT Station. Location of Transit Facilities The subject site is located approximately 550 meters walking distance to the existing Tremblay LRT Station via sidewalks on the south side of Tremblay Road and a sidewalk on the outside perimeter of the Ottawa Train Station Road loop. An alternate route includes a MUP that is located on the north side of Tremblay Road. It is anticipated that local bus routes near to the site will continue to operate, including OC-Transpo Route #18 which has a stop heading towards downtown approximately 70 meters northeast from the site. The eastbound stop for Route #18 is located approximately 235 meters east of the site on Tremblay Road. Pedestrian/Cycling Routes and Facilities The building will have at-grade accesses connecting directly to Tremblay Road and Avenue L. Currently there is a sidewalk on the south side of Tremblay Road and a pedestrian connection from the Tremblay Road sidewalk to the residential access off Avenue L approximately 20m from the Avenue L/Tremblay intersection. A MUP located on the north side of Tremblay Road provides connectivity to major grade separated and physically separated Rideau River Eastern Pathway. Mixed-traffic cycling on Belfast Road or connection via the pedestrian-cyclist only Max Keeping Bridge provide connectivity to cycling facilities located on Coventry Road to the north of the site (physically separated cross-rides). A physically separated MUP also exists on the west side of Belfast Road from Tremblay Road to Trainyards Drive. Trainyards Drive provides bike pocket lanes at some intersections and curbside bike lanes, while Belfast Road beyond Trainyards provides a paved shoulder. East of Belfast/Tremblay, there is a MUP on the north side of the roadway which finishes at St. Laurent Boulevard. Bicycle Parking Bicycle parking meets the minimum City By-Law requirements of 0.5 spaces per units. Bicycle parking is located indoors in a secure, well-lit area located at ground level which would provide convenient access to and from the building to cycling facilities. 4.1.2. Circulation and Access Exempt. See Table 1. 4.1.3. New Streets Network Given that Avenue L does not connect to any other road except for Tremblay Road and is 180 meters long with no other proposed developments south of this proposed site, Avenue L is anticipated to continue to operate within its existing local road classification. Given the extremely low number of vehicle site generated trips by this development, Tremblay Road and Belfast Road are not anticipated to operate any differently than they do today. 4.2. Parking 4.2.1. Parking Supply Using the City of Ottawa Zoning By-Law for Parking, it was determined that the site is located in Area B according to Schedule 1 and Area Z in Schedule 1A. The development is within 600 meters walk to Tremblay Rapid Transit Station. Table 9 summarizes the vehicle parking minimum and maximums allowed within the parking by-law. Table 10 summarizes the bicycle parking requirements as per City of Ottawa Zoning By-Law-Part 4, sections 100-114.

300 Tremblay Road – Strategy Report 15

Table 9: Vehicle Parking Space Supply Rate per Unit Required Vehicle Spaces Proposed Land Use Max Base Visitor Base Visitors Min Req. Spaces Allowed3 Residential 0 per 0.1 per 73 units 0 6 6 110 7 Building unit1 unit2 1) no off-street motor vehicle parking is required for Area Z in Schedule 1A 2) no off-street motor vehicle parking is required for the first 12 dwelling units with a max of 30 visitor spaces 3) maximum parking allowed is at a rate of 1.5 parking stalls per unit (combined base and visitor)

Table 10: Bicycle Parking Requirements Required Bicycle Spaces Proposed Land Use Rate Required Spaces Residential Building 73 units 0.5 per unit 37 38

As seen in Table 9 and Table 10, the minimum number of vehicle and bicycle has been met. Given that this development could in theory have as little as 6 parking spaces and a maximum of 110 under the parking by-law, providing 7 spaces help encourage alternate modes of transportation, consistent with mode share targets for areas in Transit Oriented Development zones. The proposed location for bicycle parking is indoors on the ground floor within a secure area. 4.2.2. Spillover Parking Exempt. See table Table 1. 4.3. Boundary Street Design 4.3.1. Existing Conditions The boundary streets for the development are Tremblay Road, Belfast Road and Avenue L. Existing roadway geometries consist of the following features: . Tremblay Road: . 1 vehicle travel lane in each direction; . 2m sidewalk on south side, ~3m MUP on north side of roadway with >2m boulevard; . More than 3,000 vehicles per day; . Posted speed 50km/h; . Classified as major collector roadway; . Identified as a major pathway for cycling; and, . Identified as a Truck Route. . Belfast Road: . 1 vehicle travel lane in each direction; . No sidewalk on east side, ~3m MUP on west side of roadway with no boulevard; . More than 3,000 vehicles per day; . Posted speed 50km/h; . Classified as collector roadway (adjacent to site. . Identified as a major pathway for cycling; and, . Identified as a Truck Route. . Avenue L: . 1 vehicle travel lane in each direction. . No sidewalks on either side of road. . Less than 3,000 vehicles per day. . Assumed unposted speed of 50km/h. . Classified as local roadway. . Not identified as a Truck Route.

300 Tremblay Road – Strategy Report 16

The proposed site is located within 600m of LRT rapid transit station at Tremblay. Multi-modal Level of Service analysis for the subject road segments adjacent to the site is summarized in Table 11 with detail analysis provided in Appendix E.

Table 11: MMLOS – Boundary Street Segment Existing Level of Service Pedestrian Bicycle (BLoS) Transit (TLoS) Truck (TkLoS) Road Segment Minimum Minimum Minimum Minimum PLoS Desirable BLoS Desirable TLoS Desirable TkLoS Desirable Target Target Target Target Tremblay Road C A A B D D B D (Existing/Future) Belfast Road C A A B D D B D (Existing/Future) Avenue L (Existing) F A B D D D B N/A Avenue L (Future) B A B D D D B N/A

Pedestrian . None of the road segments analyzed met the desirable MMLOS target. Factors for not meeting MMLOS targets include a high target of PLoS ‘A’ due to proximity to rapid transit, the roadway experiencing a daily average greater than 3000 vehicles per day for Tremblay Road and Belfast Road, and lack of sidewalk facilities at Avenue L. The east side of Avenue L is anticipated to receive a sidewalk along the sites’ frontage between the driveway and Tremblay Road, which will improve the pedestrian experience along this segment of Road to PLoS ‘B’. Bicycle . All road segments meet cyclist BLoS minimum desirable targets. Transit . All road segments meet transit TLoS minimum desirable targets. Truck . All road segments meet TkLoS minimum desirable targets. 4.4. Access Intersection Design 4.4.1. Location and Design of Access The site proposes 7 parking spaces that can be accessed through a driveway off Avenue L approximately 25m south of Avenue L/Tremblay intersection. There are no anticipated clear throat issues at this site based on the very low number of vehicle parking for the site and the driveway being located off a local roadway. Garbage pick-up is proposed to occur off Avenue L, where bins will be rolled out from the garbage enclosure located along the north side of the parking lot to the curb at the end of the proposed driveway. 4.4.2. Intersection Control Given the very low projected site generated vehicle trips of less than 10 veh/h during morning and afternoon peak hours and good existing intersection performance, it is anticipated no intersection control modifications will be required. 4.4.3. Intersection Design See Section 4.9.2. 4.5. Transportation Demand Management 4.5.1. Context for TDM Based on the type of development, it is assumed that the majority of site generated person trips will be the residents commuting to and from work during the peak hours. Sections 3.1.1 and 3.1.2 describe how many trips, per travel mode and the directional distribution based on the OD-Survey 2011 for Ottawa. As stated previously, this site is located in a Transit-Oriented Development (TOD) zone according to the Official Plan.

300 Tremblay Road – Strategy Report 17

4.5.2. Need and Opportunity Developments located in a Transit-Oriented Development (TOD) zone such as the proposed site are expected to utilize measures to encourage sustainable travel modes. Such measures are described in more detail in Section 4.5.3 below, but can include reduced parking (the developer is proposing parking numbers very similar to the minimum required), higher Multi-Modal Levels of Service (MMLOS) targets as described in Section 4.3 and 4.9 and safe and efficient connectivity to public transit as described in Section 4.7. 4.5.3. TDM Program A TDM infrastructure checklist and TDM measures checklist has been completed and is attached as Appendix F. 4.6. Neighborhood Traffic Management 4.6.1. Adjacent Neighborhoods Roads within the study area are not anticipated to change in operation and are anticipated to keep their existing road classification. Refer to Section 4.1.3 for more details. 4.7. Transit 4.7.1. Route Capacity It is projected that approximately 30 ‘new’ two-way transit passenger trips per hour will be generated for the AM and PM peak hours. Considering the capacity of the Confederation Line (600 passengers per train and 12 trains per hour during peak), it is anticipated that the future transit network will have sufficient capacity to accommodate the subject development transit demand. Additionally, added capacity is available on local bus routes on Tremblay Road, such as OC-Transpo Route #18. 4.7.2. Transit Priority Since the Confederation LRT Line is grade separated, the development’s location or site generated traffic will not impact travel times. On average, the LRT stations are approximately 90 meters long, providing enough station distance to efficiently load and off-load the passengers without creating delays. 4.8. Review of Network Concept Exempt. See Table 1. 4.9. Intersection Design 4.9.1. Intersection Control See Section 4.4.2. 4.9.2. Intersection Design Multi-Modal Level of Service As stated in the MMLOS Guidelines, only signalized intersections are considered for the intersection Level of Service measures. The Belfast/Tremblay intersection is adjacent to the development and was included. Since pedestrians will need to cross Train Station/Tremblay to arrive to the Tremblay LRT Station, this intersection was also included. The MMLOS analysis is summarized in Table 12, with detailed analyses provided in Appendix G. Table 12: MMLOS – Intersections Level of Service Pedestrian Bicycle (BLoS) Transit (TLoS) Truck (TkLoS) Intersection Minimum Minimum Minimum Minimum PLoS Desirable BLoS Desirable TLoS Desirable TkLoS Desirable Target Target Target Target Belfast/Tremblay C A D B D D C D Train E A B B B D N/A1 D Station/Tremblay 1) Train Station is not a trucking route

Pedestrian

300 Tremblay Road – Strategy Report 18

. The minimum desirable pedestrian PLoS targets were not met for either intersection. This is largely due to the number of lanes crossed, where Belfast/Tremblay intersection has 3 lanes to cross at each leg and Train Station/Tremblay has 3 to 5 lanes for pedestrians to cross. Bicycle . The minimum desirable bicycle BLoS target was met at the Train Station/Tremblay intersection with a BLoS ‘B’ and at the Belfast/Tremblay intersection was not met due to mixed traffic conditions along the north leg of Belfast Road.

Transit . Minimum desirable transit TLoS targets were met. Truck . Minimum desirable truck TkLoS targets were met. Existing Intersection Performance The following Table 13 provides a summary of the existing traffic operations at the study area intersection based on the Synchro (V10) traffic analysis software. The subject intersections were assessed in terms of the volume-to-capacity (v/c) ratio and the corresponding Level of Service (LoS) for the critical movement(s). The Synchro model outputs of existing conditions are provided within Appendix H. Table 13: Existing Intersection Performance Weekday AM Peak (PM Peak) Critical Movement Intersection Intersection max. v/c or LoS Movement Delay (s) LoS v/c avg. delay (s) Signalized Intersections Belfast/Tremblay B(C) 0.61(0.75) SBT(SBT) 15.7(19.7) A(A) 0.47(0.58) Train Station/Tremblay A(A) 0.15(0.22) EBT(EBR) 6.7(7.4) A(A) 0.13(0.21) Unsignalized Intersections Avenue L/Tremblay A(B) 9(12) NB(NB) 1(1) A(A) - Note: Analysis of signalized intersections assumes a PHF of 0.90 and a saturation flow rate of 1800 veh/h/lane.

As seen in Table 13, all intersections currently operate at a good Level of Service ‘A’, and critical movements operating at a LoS ‘C’ or better. Future Intersection Performance Based on the good overall existing intersection performance, 0% background growth and few site generated trips (i.e. less than 10 veh/h during the morning and afternoon peak hours it is anticipated that this site will have little impact on the surrounding roadway network performance. no future analysis needed.

5. Findings and Recommendations Based on the results summarized herein the following findings and recommendations are provided: Existing Conditions . The site proposes to replace two properties currently consisting of retail and a restaurant. . Overall, there are no existing safety concerns along the proposed development frontage and broader study area. Therefore, no mitigation measures were considered. . Existing intersections operate at excellent overall LoS ‘A’ with critical movements of ‘C’ or better during the weekday peak hours. Proposed Development . The proposed development will comprise of 73 apartment units and 1,580 ft² of ground floor commercial/retail in a 6-storey building at the joint addresses of 294 & 300 Tremblay Road with an estimated build-out in year 2022. . The proposed development is projected to generate ‘new’ vehicle volumes of approximately 8 and 7 veh/h two-way total during the weekday morning and afternoon peak hours respectively.

300 Tremblay Road – Strategy Report 19

. The proposed development is projected to generate approximately 30 ‘new’ transit trips/h during the AM and PM peak periods, which can be accommodated by the nearby high-capacity Confederation LRT Line. Additional capacity is available on local bus routes such as Route #18 with stops on Tremblay Road located less than 250 meters away. . A total of 7 vehicle parking spaces and 38 bicycle parking spaces are proposed which meet the City’s parking requirements for this development. . The proposed access to the site relies on an asphalt drive aisle which connects Avenue L to a 7-vehicle surface parking area. Clear throat issues are not anticipated at this location based on the low number of parking spaces available. Future Conditions . Other nearby developments and a 0% growth rate on existing volumes were layered on to existing volumes to create background volumes. . Given the good overall intersection performance and few site generated vehicle trips (i.e. less than 10 veh/h during the morning and afternoon peak hours), this site is anticipated to have little impact on the surrounding road network, no analysis needed. . The MMLOS road segment analysis shows that conditions on boundary streets do not meet MMLOS minimum desirable targets for pedestrians due to traffic volumes being greater than an average 3000 veh/day along Tremblay Road and Belfast Road and a lack of sidewalk Avenue L. The addition of a 2- meter sidewalk on Avenue L would improve it to a PLoS ‘B’ along the frontage of the site. The bike, transit and truck minimum desirable targets are met for all applicable road segments. . The MMLOS intersection analysis at both Belfast/Tremblay and Train Station/Tremblay intersections show that the truck and transit minimum desirable targets were met. . The pedestrian targets are not met at each intersection . The bicycle minimum desirable target was met for the Train Station/Tremblay intersection with BLoS ‘B’ and was not met at the Belfast/Tremblay intersection with a BLoS ‘D’ due to mixed conditions along the north leg of the intersection.

Based on the foregoing findings, the proposed development located at 300 Tremblay is recommended from a transportation perspective. Prepared By: Reviewed By:

Juan Lavin, E.I.T. Matthew Mantle, P.Eng. Transportation Engineer

300 Tremblay Road – Strategy Report 20

APPENDIX A SCREENING FORM AND CITY RESPONSES

1223 Michael Street, Suite 100, Ottawa, Ontario, K1J 7T2 P: +1 613.738.4160 l F: +1 613.739.7105 l www.parsons.com

City of Ottawa 2017 TIA Guidelines Date 9-Jul-20 TIA Screening Form Project 300 Tremblay Project Number 477570-0100 Results of Screening Yes/No Development Satisfies the Trip Generation Trigger No Development Satisfies the Location Trigger Yes Development Satisfies the Safety Trigger Yes

Module 1.1 - Description of Proposed Development Municipal Address 294 & 300 Tremblay currently occupied by White Horse Diner and Hannia’s Esthetics Description of location Salon Land Use Mixed-use Development Size 3 residential units and 1,580 ft2 of retail suites. Number of Accesses and Locations Proposed single access to Avenue L Development Phasing Single Buildout Year 2022 Sketch Plan / Site Plan See attached

Module 1.2 - Trip Generation Trigger Land Use Type Townhomes or Apartments Development Size 73 Units Trip Generation Trigger Met? No

Module 1.3 - Location Triggers

Development Proposes a new driveway to a boundary street No that is designated as part of the City's Transit Priority, Rapid Transit, or Spine Bicycle Networks (See Sheet 3) Development is in a Design Priority Area (DPA) or Transit- TOD Area, within 600m of Tremblay Yes oriented Development (TOD) zone. (See Sheet 3) LRT Station Location Trigger Met? Yes

Module 1.4 - Safety Triggers Posted Speed Limit on any boundary road <80 km/h Horizontal / Vertical Curvature on a boundary street limits No sight lines at a proposed driveway A proposed driveway is within the area of influence of an adjacent traffic signal or roundabout (i.e. within 300 m of intersection in rural conditions, or within 150 m of Yes intersection in urban/ suburban conditions) or within auxiliary lanes of an intersection; Avenue L A proposed driveway makes use of an existing median break No that serves an existing site There is a documented history of traffic operations or safety concerns on the boundary streets within 500 m of the No development The development includes a drive-thru facility No Safety Trigger Met? Yes Mantle, Matthew

To: Giampa, Mike Subject: RE: 300 Tremblay forecasting

Transportation Engineering Services

Section 2.1.2- Existing Conditions Include route 39 as part of the Existing Transit section. Please provide more information on route 39. Online information provided on website displays that the route does not pass through study area

Section 2.1.3 Planned Conditions and Section 3.2.1 Transportation Network Plans

Include the Belfast Road project (Conventry Road to Trainyards Drive) that will improve the MUP, including the addition of a MUP from Coventry Road to the Highway 417 Bridge. The MUP from VIA Rail bridge to Trainyards Drive will also be improved and there is an addition of a bidirectional crossride to the south leg of the Belfast/Trainyards intersection. Report Updated

Reference the Tremblay TOD Plan for the addition of various pedestrian and cycling links. Referenced in section 3.2.1.

Section 2.2 Study Area and Time Periods Include the numbers from the TIA posted online for 470 Tremblay (Canada Lands). This version is still in draft but can be used for estimation of volumes. Included in study, text updated within report, see section 3.2.3.

Section 2.3 Exemption Review The Parking Spillover module can be exempted. Noted.

1 However, include Module 4.5 to demonstrate how the development will encourage TOD mode shares with TDM Measures for the residential and commercial components. Section 4.5 included in report.

Section 3.1.1 Trip Generation and Mode Shares

Correct Table 4, there was an error in the display of the AM Peak Person Trips. Section 3.2.2 Background Growth Table corrected.

In the future, consult with Tim Wei ([email protected]) for a snapshot of the Long- Range Transportation Model in order to help develop background growth rates. Noted.

A zero percent background growth rate is an appropriate rate if background developments are explicitly accounted for. Noted.

General Comments: Consider providing one accessible parking space. Proponent advised.

Thanks,

Matt

Matthew Mantle, P.Eng. Transportation Engineer

1223 Michael Street, Suite 100, Ottawa, ON K1J 7T2 [email protected] - +1 613.691.1528. Cell: +1 343-996-5362

www.parsons.com | LinkedIn[linkedin.com] | Twitter [twitter.com]| Facebook [facebook.com]

From: Giampa, Mike Sent: Friday, September 11, 2020 11:18 AM To: Mantle, Matthew Subject: [EXTERNAL] 300 Tremblay forecasting

Hi Matt, see below:

Transportation Engineering Services

Section 2.1. 2- Existing Conditions

Include route 39 as part of the Existing Transit section.

Section 2.1.3 Planned Conditions and Section 3.2.1 Transportation Network Plans

Reference the Tremblay TOD Plan for the addition of various pedestrian and cycling links.

Section 2.2 Study Area and Time Periods

2 Include the numbers from the TIA posted online for 470 Tremblay (Canada Lands). This version is still in draft but can be used for estimation of volumes.

Section 2.3 Exemption Review

The Parking Spillover module can be exempted.

3 However, include Module 4.5 to demonstrate how the development will encourage TOD mode shares with TDM Measures for the residential and commercial components.

Section 3.1.1 Trip Generation and Mode Shares

Correct Table 4, there was an error in the display of the AM Peak Person Trips. Section 3.2.2

Background Growth

In the future, consult with Tim Wei ([email protected]) for a snapshot of the Long- Range Transportation Model in order to help develop background growth rates.

A zero percent background growth rate is an appropriate rate if background developments are explicitly accounted for.

General Comments:

Consider providing one accessible parking space.

Mike Giampa, P.Eng. Senior Transportation Engineer, Infrastructure Applications Development Review East Unit | Planning, Infrastructure and Economic Development City of Ottawa 110 Laurier Avenue West, Ottawa, ON K1P 1J1 [email protected]  (613.580.2424) x. 23657

This e‐mail originates from the City of Ottawa e‐mail system. Any distribution, use or copying of this e‐mail or the information it contains by other than the intended recipient(s) is unauthorized. Thank you.

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APPENDIX B TRAFFIC COUNT DATA

Transportation Services - Traffic Services Turning Movement Count - Peak Hour Diagram BELFAST RD @ TREMBLAY RD

Survey Date: Wednesday, January 08, 2020 WO No: 39277 Start Time: 07:00 Device: Miovision

BELFAST RD N W E

773 1 S 329 444 68 244 17 0 Heavy Vehicles 1 6 3 0 14 0 2 0 Cars 67 238 14 0 430

TREMBLAY RD 32 4 36

8 278 286 97 2 99 153 0 0 0 AM Period 18 0 18 139 2 137 Peak Hour 209 584 07:45 08:45 0 0 0 30 1 29 52 4 56 298 129 3 126

382 0 114 261 9 Cars 9 0 5 8 0 Heavy 4 2 0 Vehicles 0 119 269 9 Total 391 397

788

Comments 5469218 - WED JAN 08, 2020 - 8HRS - LORETTA

2020-Mar-02 Page 1 of 3 Transportation Services - Traffic Services Turning Movement Count - Peak Hour Diagram BELFAST RD @ TREMBLAY RD

Survey Date: Wednesday, January 08, 2020 WO No: 39277 Start Time: 07:00 Device: Miovision

BELFAST RD N W E

1045 3 S 453 592 72 358 23 0 Heavy Vehicles 1 8 3 0 18 0 1 5 Cars 71 350 20 0 574

TREMBLAY RD 29 5 34

12 276 288 52 10 62 116 0 0 0 PM Period 20 0 20 161 5 156 Peak Hour 213 672 15:15 16:15 0 0 0 54 5 49 89 8 97 384 169 14 155

525 0 153 389 20 Cars 22 0 1 8 0 Heavy 6 1 1 Vehicles 0 154 397 20 Total 547 571

1118

Comments 5469218 - WED JAN 08, 2020 - 8HRS - LORETTA

2020-Mar-02 Page 3 of 3 Transportation Services - Traffic Services Turning Movement Count - Peak Hour Diagram AVENUE L @ TREMBLAY RD

Survey Date: Tuesday, July 17, 2018 WO No: 37965 Start Time: 07:00 Device: Miovision

AVENUE L N W E

0 0 S 0 0 0 0 0 0 Heavy Vehicles 0 0 0 0 0 0 4 0 Cars 0 0 0 0 0

TREMBLAY RD 0 0 0

14 201 215 200 14 214 234 1 0 1 AM Period 20 0 20 0 0 0 Peak Hour 480 470 07:30 08:30 0 0 0 245 3 242 243 3 246 255 9 0 9

29 0 0 0 1 Cars 0 0 0 0 0 Heavy 0 14 0 Vehicles 0 0 0 1 Total 29 1

Comments

2020-Jul-10 Page 1 of 3 Transportation Services - Traffic Services Turning Movement Count - Peak Hour Diagram AVENUE L @ TREMBLAY RD

Survey Date: Tuesday, July 17, 2018 WO No: 37965 Start Time: 07:00 Device: Miovision

AVENUE L N W E

0 0 S 0 0 0 0 0 0 Heavy Vehicles 0 0 0 0 0 0 7 0 Cars 0 0 0 0 0

TREMBLAY RD 0 0 0

14 259 273 238 13 251 254 0 0 0 PM Period 2 1 3 0 0 0 Peak Hour 578 575 15:30 16:30 0 0 0 302 25 277 299 25 324 302 0 0 0

2 0 21 0 22 Cars 1 0 1 0 0 Heavy 0 8 0 Vehicles 0 22 0 22 Total 3 44

Comments

2020-Jul-10 Page 3 of 3 Transportation Services - Traffic Services Turning Movement Count - Study Results TREMBLAY RD @ TRAIN STATION

Survey Date: Wednesday, January 30, 2019 WO No: 38347 Start Time: 07:00 Device: Miovision Full Study Diagram

TRAIN STATION N

W E 11 5 6 6 S 3 Total 2 0 0 Heavy Vehicles 0 0 1 0 3 1 2 1 Cars 2 0 2 0 3

TREMBLAY RD 1 0 1

82 2038 1312 48 1360 1698 2120 9 0 9 295 41 336

1 0 1 4037 4854 1 0 1

1996 103 1893

2199 140 2339 2734 728 33 695

992 2 715 1 303 Cars

74 0 34 3 36 Heavy 12 2 0 Vehicles 2 749 4 339 Total 1066 1094

2160

May 22, 2020 Page 1 of 8 Transportation Services - Traffic Services Turning Movement Count - Peak Hour Diagram TREMBLAY RD @ TRAIN STATION

Survey Date: Wednesday, January 30, 2019 WO No: 38347 Start Time: 07:00 Device: Miovision

TRAIN STATION N W E

1 0 S 1 0 1 0 0 0 Heavy Vehicles 0 0 0 0 0 0 0 0 Cars 1 0 0 0 0

TREMBLAY RD 0 0 0

12 193 205 123 6 129 162 0 0 0 AM Period 26 7 33 0 0 0 Peak Hour 482 595 09:00 10:00 0 0 0 272 21 251 294 26 320 390 118 4 114

141 1 69 0 43 Cars 11 0 6 0 5 Heavy 0 0 0 Vehicles 1 75 0 48 Total 152 124

276

Comments

2020-May-22 Page 1 of 3 Transportation Services - Traffic Services Turning Movement Count - Peak Hour Diagram TREMBLAY RD @ TRAIN STATION

Survey Date: Wednesday, January 30, 2019 WO No: 38347 Start Time: 07:00 Device: Miovision

TRAIN STATION N W E

2 0 S 2 0 1 0 1 0 Heavy Vehicles 0 0 0 0 0 0 1 0 Cars 1 0 1 0 0

TREMBLAY RD 0 0 0

13 394 407 249 9 258 314 2 0 2 PM Period 53 3 56 0 0 0 Peak Hour 603 784 15:00 16:00 0 0 0 211 16 195 270 19 289 377 164 7 157

211 1 142 0 74 Cars 10 0 4 0 3 Heavy 2 0 0 Vehicles 1 146 0 77 Total 221 224

445

Comments

2020-May-22 Page 3 of 3

APPENDIX C COLLISION DATA

Total Area Single vehicle Classification of Turning Single Vehicle Rear End Sideswipe Angle Approaching (Unattended Other Total Accident Movement (other) vehicle) P.D. only 6 6 3 9 0 1 0 0 25 71% Non-fatal injury 3 3 0 4 0 0 0 0 10 29% Non reportable 0 0 0 0 0 0 0 0 0 0% Total 9 9 3 13 0 1 0 0 35 100% #2 or 26% #2 or 26% #4 or 9% #1 or 37% #6 or 0% #5 or 3% #6 or 0% #6 or 0%

BELFAST RD / TREMBLAY RD (0002698) Total # 24 Hr AADT Years Days Collisions/MEV Collisions Veh Volume 2014-2018 8 16,708 1825 0.26

Single vehicle Classification of Turning Single Vehicle Rear End Sideswipe Angle Approaching (Unattended Other Total Accident Movement (other) vehicle) P.D. only 1 1 1 1 0 0 0 0 4 50% Non-fatal injury 1 2 0 1 0 0 0 0 4 50% Non reportable 0 0 0 0 0 0 0 0 0 0% Total 2 3 1 2 0 0 0 0 8 100% 25% 38% 13% 25% 0% 0% 0% 0%

AVENUE L / TREMBLAY RD (0002697) Total # 24 Hr AADT Years Days Collisions/MEV Collisions Veh Volume 2014-2018 3 6,248 1825 0.26

Single vehicle Classification of Turning Single Vehicle Rear End Sideswipe Angle Approaching (Unattended Other Total Accident Movement (other) vehicle) P.D. only 0 2 0 1 0 0 0 0 3 100% Non-fatal injury 0 0 0 0 0 0 0 0 0 0% Non reportable 0 0 0 0 0 0 0 0 0 0% Total 0 2 0 1 0 0 0 0 3 100% 0% 67% 0% 33% 0% 0% 0% 0%

AVENUE K / TREMBLAY RD (0002140) Total # 24 Hr AADT Years Days Collisions/MEV Collisions Veh Volume 2014-2018 3 n/a 1825 n/a

Single vehicle Classification of Turning Single Vehicle Rear End Sideswipe Angle Approaching (Unattended Other Total Accident Movement (other) vehicle) P.D. only 2 0 0 0 0 0 0 0 2 67% Non-fatal injury 0 1 0 0 0 0 0 0 1 33% Non reportable 0 0 0 0 0 0 0 0 0 0% Total 2 1 0 0 0 0 0 0 3 100% 67% 33% 0% 0% 0% 0% 0% 0%

PICKERING PL / TREMBLAY RD (0006463) Total # 24 Hr AADT Years Days Collisions/MEV Collisions Veh Volume 2014-2018 4 n/a 1825 n/a

Single vehicle Classification of Turning Single Vehicle Rear End Sideswipe Angle Approaching (Unattended Other Total Accident Movement (other) vehicle) P.D. only 0 0 0 4 0 0 0 0 4 100% Non-fatal injury 0 0 0 0 0 0 0 0 0 0% Non reportable 0 0 0 0 0 0 0 0 0 0% Total 0 0 0 4 0 0 0 0 4 100% 0% 0% 0% 100% 0% 0% 0% 0%

TREMBLAY RD / TRAIN STATION (0011360) Total # 24 Hr AADT Years Days Collisions/MEV Collisions Veh Volume 2014-2018 5 9,492 1825 0.29

Single vehicle Classification of Turning Single Vehicle Rear End Sideswipe Angle Approaching (Unattended Other Total Accident Movement (other) vehicle) P.D. only 0 1 1 1 0 1 0 0 4 80% Non-fatal injury 0 0 0 1 0 0 0 0 1 20% Non reportable 0 0 0 0 0 0 0 0 0 0% Total 0 1 1 2 0 1 0 0 5 100% 0% 20% 20% 40% 0% 20% 0% 0%

Road Segments

TREMBLAY RD /twn AVENUE K & AVENUE L (__3ZA3CU) Total # 24 Hr AADT Years Days Collisions/MEV Collisions Veh Volume 2014-2018 1 n/a 1825 n/a

Single vehicle Classification of Turning Single Vehicle Rear End Sideswipe Angle Approaching (Unattended Other Total Accident Movement (other) vehicle) P.D. only 1 0 0 0 0 0 0 0 1 100% Non-fatal injury 0 0 0 0 0 0 0 0 0 0% Non reportable 0 0 0 0 0 0 0 0 0 0% Total 1 0 0 0 0 0 0 0 1 100% 100% 0% 0% 0% 0% 0% 0% 0%

BELFAST RD /twn COVENTRY RD & TREMBLAY RD (__3ZA3CW) Total # 24 Hr AADT Years Days Collisions/MEV Collisions Veh Volume 2014-2018 2 n/a 1825 n/a

Single vehicle Classification of Turning Single Vehicle Rear End Sideswipe Angle Approaching (Unattended Other Total Accident Movement (other) vehicle) P.D. only 1 0 0 0 0 0 0 0 1 50% Non-fatal injury 1 0 0 0 0 0 0 0 1 50% Non reportable 0 0 0 0 0 0 0 0 0 0% Total 2 0 0 0 0 0 0 0 2 100% 100% 0% 0% 0% 0% 0% 0% 0%

BELFAST RD /twn TREMBLAY RD & TRAINYARDS DR (__3ZA80G) Total # 24 Hr AADT Years Days Collisions/MEV Collisions Veh Volume 2014-2018 9 n/a 1825 n/a

Single vehicle Classification of Turning Single Vehicle Rear End Sideswipe Angle Approaching (Unattended Other Total Accident Movement (other) vehicle) P.D. only 1 2 1 2 0 0 0 0 6 67% Non-fatal injury 1 0 0 2 0 0 0 0 3 33% Non reportable 0 0 0 0 0 0 0 0 0 0% Total 2 2 1 4 0 0 0 0 9 100% Transportation Services - Traffic Services Collision Details Report - Public Version

From: January 1, 2014 To: December 31, 2018 Location: AVENUE K @ TREMBLAY RD Traffic Control: Stop sign Total Collisions: 3 Date/Day/Time Environment Impact Type Classification Surface Veh. Dir Vehicle Manoeuver Vehicle type First Event No. Ped Cond'n 2014-Jan-03, Fri,09:00 Clear Rear end P.D. only Ice West Slowing or stopping Automobile, station wagon Other motor vehicle 0 West Stopped Automobile, station wagon Other motor vehicle West Turning left Automobile, station wagon Other motor vehicle 2014-Feb-20, Thu,10:54 Clear Turning movement Non-fatal injury Dry East Making "U" turn Automobile, station wagon Other motor vehicle 0 East Going ahead Automobile, station wagon Other motor vehicle 2014-Feb-27, Thu,06:50 Snow Rear end P.D. only Slush West Going ahead Passenger van Other motor vehicle 0 West Turning left Automobile, station wagon Other motor vehicle Location: AVENUE L @ TREMBLAY RD Traffic Control: Stop sign Total Collisions: 3 Date/Day/Time Environment Impact Type Classification Surface Veh. Dir Vehicle Manoeuver Vehicle type First Event No. Ped Cond'n 2014-Apr-02, Wed,09:24 Clear Turning movement P.D. only Dry West Turning left Automobile, station wagon Other motor vehicle 0 East Going ahead Automobile, station wagon Other motor vehicle 2017-Apr-03, Mon,17:02 Clear Angle P.D. only Dry North Turning right Pick-up truck Other motor vehicle 0 East Going ahead Automobile, station wagon Other motor vehicle 2018-Nov-22, Thu,17:34 Clear Turning movement P.D. only Loose snow West Turning left Automobile, station wagon Other motor vehicle 0 East Going ahead Automobile, station wagon Other motor vehicle Location: BELFAST RD @ COVENTRY RD Traffic Control: Traffic signal Total Collisions: 26 Date/Day/Time Environment Impact Type Classification Surface Veh. Dir Vehicle Manoeuver Vehicle type First Event No. Ped Cond'n 2014-Feb-15, Sat,09:26 Clear Rear end P.D. only Wet North Slowing or stopping Automobile, station wagon Other motor vehicle 0 North Stopped Passenger van Other motor vehicle 2014-Mar-06, Thu,15:40 Clear Rear end P.D. only Wet North Turning right Automobile, station wagon Other motor vehicle 0 North Turning right Automobile, station wagon Other motor vehicle

July 24, 2020 Page 1 of 20 Transportation Services - Traffic Services Collision Details Report - Public Version

From: January 1, 2014 To: December 31, 2018 Location: BELFAST RD @ COVENTRY RD Traffic Control: Traffic signal Total Collisions: 26 Date/Day/Time Environment Impact Type Classification Surface Veh. Dir Vehicle Manoeuver Vehicle type First Event No. Ped Cond'n 2014-Jun-19, Thu,09:25 Clear Turning movement P.D. only Dry West Turning left Truck and trailer Other motor vehicle 0 West Stopped Pick-up truck Other motor vehicle 2015-May-07, Thu,10:09 Clear Sideswipe P.D. only Dry West Changing lanes Automobile, station wagon Other motor vehicle 0 West Turning left Automobile, station wagon Other motor vehicle 2015-Oct-30, Fri,14:25 Clear Rear end P.D. only Dry West Unknown Unknown Other motor vehicle 0 West Stopped Pick-up truck Other motor vehicle 2015-Dec-10, Thu,14:56 Clear Rear end Non-fatal injury Dry West Going ahead Pick-up truck Other motor vehicle 0 West Stopped Automobile, station wagon Other motor vehicle 2016-Jan-14, Thu,12:50 Clear Rear end P.D. only Slush West Going ahead Unknown Other motor vehicle 0 West Stopped Pick-up truck Other motor vehicle 2016-Mar-05, Sat,16:05 Clear Turning movement P.D. only Dry West Turning left Automobile, station wagon Other motor vehicle 0 East Going ahead Pick-up truck Other motor vehicle 2016-Jul-19, Tue,17:00 Clear Rear end P.D. only Dry North Going ahead Pick-up truck Other motor vehicle 0 North Stopped Pick-up truck Other motor vehicle 2016-Nov-15, Tue,11:43 Clear Turning movement P.D. only Dry North Turning left Passenger van Other motor vehicle 0 South Going ahead Pick-up truck Other motor vehicle 2016-Nov-18, Fri,17:36 Clear Rear end P.D. only Wet North Slowing or stopping Passenger van Other motor vehicle 0 North Slowing or stopping Automobile, station wagon Other motor vehicle 2016-Dec-10, Sat,08:13 Clear Rear end P.D. only Ice South Slowing or stopping Automobile, station wagon Other motor vehicle 0 South Stopped Automobile, station wagon Other motor vehicle 2016-Dec-13, Tue,15:50 Snow Rear end P.D. only Wet West Turning left Automobile, station wagon Other motor vehicle 0 West Turning left Automobile, station wagon Other motor vehicle

July 24, 2020 Page 2 of 20 Transportation Services - Traffic Services Collision Details Report - Public Version

From: January 1, 2014 To: December 31, 2018 Location: BELFAST RD @ COVENTRY RD Traffic Control: Traffic signal Total Collisions: 26 Date/Day/Time Environment Impact Type Classification Surface Veh. Dir Vehicle Manoeuver Vehicle type First Event No. Ped Cond'n 2016-Dec-29, Thu,18:29 Snow Rear end P.D. only Packed West Going ahead Automobile, station wagon Other motor vehicle 0 snow West Stopped Automobile, station wagon Other motor vehicle West Stopped Automobile, station wagon Other motor vehicle 2017-Jan-17, Tue,17:42 Clear Rear end Non-fatal injury Dry North Slowing or stopping Automobile, station wagon Other motor vehicle 0 North Stopped Automobile, station wagon Other motor vehicle 2017-Mar-29, Wed,08:36 Clear Sideswipe P.D. only Dry East Unknown Unknown Other motor vehicle 0 East Going ahead Automobile, station wagon Other motor vehicle 2017-May-30, Tue,07:28 Clear Rear end P.D. only Dry East Slowing or stopping Automobile, station wagon Other motor vehicle 0 East Stopped Automobile, station wagon Other motor vehicle 2017-Oct-13, Fri,15:55 Clear Rear end P.D. only Dry North Slowing or stopping Passenger van Other motor vehicle 0 North Slowing or stopping Automobile, station wagon Other motor vehicle 2017-Oct-23, Mon,16:13 Clear Sideswipe P.D. only Dry West Going ahead Truck - dump Other motor vehicle 0 West Going ahead Automobile, station wagon Other motor vehicle 2017-Nov-15, Wed,17:07 Clear Rear end P.D. only Dry West Slowing or stopping Automobile, station wagon Other motor vehicle 0 West Stopped Pick-up truck Other motor vehicle 2017-Dec-23, Sat,12:15 Snow Rear end P.D. only Loose snow North Slowing or stopping Automobile, station wagon Other motor vehicle 0 North Stopped Automobile, station wagon Other motor vehicle 2018-Jan-13, Sat,16:08 Clear Turning movement P.D. only Slush West Turning left Automobile, station wagon Other motor vehicle 0 East Going ahead Automobile, station wagon Other motor vehicle 2018-Feb-16, Fri,21:05 Clear Sideswipe P.D. only Wet East Changing lanes Pick-up truck Other motor vehicle 0 East Going ahead Automobile, station wagon Other motor vehicle 2018-Jun-04, Mon,15:07 Rain Rear end P.D. only Wet East Slowing or stopping Automobile, station wagon Other motor vehicle 0 East Stopped Automobile, station wagon Other motor vehicle

July 24, 2020 Page 3 of 20 Transportation Services - Traffic Services Collision Details Report - Public Version

From: January 1, 2014 To: December 31, 2018 Location: BELFAST RD @ COVENTRY RD Traffic Control: Traffic signal Total Collisions: 26 Date/Day/Time Environment Impact Type Classification Surface Veh. Dir Vehicle Manoeuver Vehicle type First Event No. Ped Cond'n 2018-Jul-12, Thu,16:28 Clear Rear end P.D. only Dry North Slowing or stopping Automobile, station wagon Other motor vehicle 0 North Stopped Automobile, station wagon Other motor vehicle North Stopped Automobile, station wagon Other motor vehicle 2018-Jul-24, Tue,19:10 Clear Angle P.D. only Dry North Turning left Automobile, station wagon Other motor vehicle 0 East Going ahead Automobile, station wagon Other motor vehicle Location: BELFAST RD @ TRAINYARDS Traffic Control: Traffic signal Total Collisions: 7 Date/Day/Time Environment Impact Type Classification Surface Veh. Dir Vehicle Manoeuver Vehicle type First Event No. Ped Cond'n 2015-Jun-26, Fri,12:33 Clear Other P.D. only Dry South Reversing Truck - closed Other motor vehicle 0 North Stopped Automobile, station wagon Other motor vehicle 2015-Oct-10, Sat,15:14 Clear Angle Non-fatal injury Dry North Turning right Automobile, station wagon Other motor vehicle 0 West Going ahead Automobile, station wagon Other motor vehicle 2015-Dec-22, Tue,18:27 Rain Turning movement P.D. only Wet East Making "U" turn Automobile, station wagon Other motor vehicle 0 East Going ahead Automobile, station wagon Other motor vehicle 2017-Jul-24, Mon,13:19 Rain Rear end P.D. only Wet East Slowing or stopping Automobile, station wagon Other motor vehicle 0 East Stopped Automobile, station wagon Other motor vehicle 2018-Mar-05, Mon,16:34 Clear Turning movement Non-fatal injury Dry West Turning left Bicycle Other motor vehicle 0 West Going ahead Automobile, station wagon Cyclist 2018-Jul-25, Wed,14:45 Rain Turning movement P.D. only Wet West Turning left Automobile, station wagon Other motor vehicle 0 East Going ahead Automobile, station wagon Other motor vehicle 2018-Oct-02, Tue,09:30 Rain Rear end P.D. only Wet East Going ahead Pick-up truck Other motor vehicle 0 East Stopped Automobile, station wagon Other motor vehicle

July 24, 2020 Page 4 of 20 Transportation Services - Traffic Services Collision Details Report - Public Version

From: January 1, 2014 To: December 31, 2018 Location: BELFAST RD @ TREMBLAY RD Traffic Control: Traffic signal Total Collisions: 8 Date/Day/Time Environment Impact Type Classification Surface Veh. Dir Vehicle Manoeuver Vehicle type First Event No. Ped Cond'n 2016-Jul-07, Thu,11:58 Clear Turning movement Non-fatal injury Dry South Going ahead Pick-up truck Other motor vehicle 0 North Turning left Automobile, station wagon Other motor vehicle South Going ahead Construction equipment Other motor vehicle 2016-Nov-24, Thu,08:28 Rain Angle Non-fatal injury Wet South Going ahead Automobile, station wagon Other motor vehicle 0 West Going ahead Pick-up truck Other motor vehicle 2017-Jul-21, Fri,17:00 Clear Sideswipe P.D. only Dry East Changing lanes Automobile, station wagon Other motor vehicle 0 East Going ahead Automobile, station wagon Other motor vehicle 2017-Aug-24, Thu,17:56 Clear Turning movement Non-fatal injury Dry East Turning left Automobile, station wagon Other motor vehicle 0 West Going ahead Automobile, station wagon Other motor vehicle 2017-Oct-18, Wed,16:51 Clear Rear end P.D. only Dry West Turning left Automobile, station wagon Other motor vehicle 0 West Stopped Pick-up truck Other motor vehicle 2017-Dec-31, Sun,10:33 Clear Turning movement P.D. only Wet South Turning left Construction equipment Other motor vehicle 0 South Overtaking Pick-up truck Other motor vehicle 2018-Jun-27, Wed,20:53 Other Rear end Non-fatal injury Wet South Going ahead Automobile, station wagon Other motor vehicle 0 South Stopped Automobile, station wagon Other motor vehicle 2018-Nov-16, Fri,15:14 Snow Angle P.D. only Loose snow North Slowing or stopping Automobile, station wagon Other motor vehicle 0 West Going ahead Municipal transit bus Other motor vehicle Location: BELFAST RD btwn COVENTRY RD & TREMBLAY RD Traffic Control: No control Total Collisions: 2 Date/Day/Time Environment Impact Type Classification Surface Veh. Dir Vehicle Manoeuver Vehicle type First Event No. Ped Cond'n 2016-Jun-21, Tue,15:28 Clear Rear end P.D. only Dry North Going ahead Automobile, station wagon Other motor vehicle 0 North Stopped Pick-up truck Other motor vehicle

July 24, 2020 Page 5 of 20 Transportation Services - Traffic Services Collision Details Report - Public Version

From: January 1, 2014 To: December 31, 2018 Location: BELFAST RD btwn COVENTRY RD & TREMBLAY RD Traffic Control: No control Total Collisions: 2 Date/Day/Time Environment Impact Type Classification Surface Veh. Dir Vehicle Manoeuver Vehicle type First Event No. Ped Cond'n 2017-Dec-28, Thu,15:08 Clear Rear end Non-fatal injury Slush East Slowing or stopping Automobile, station wagon Other motor vehicle 0 East Slowing or stopping Automobile, station wagon Other motor vehicle Location: BELFAST RD btwn TREMBLAY RD & TRAINYARDS DR Traffic Control: No control Total Collisions: 9 Date/Day/Time Environment Impact Type Classification Surface Veh. Dir Vehicle Manoeuver Vehicle type First Event No. Ped Cond'n 2014-Jan-04, Sat,16:01 Clear Angle Non-fatal injury Dry North Turning right Automobile, station wagon Other motor vehicle 0 East Going ahead Automobile, station wagon Other motor vehicle 2015-Sep-14, Mon,18:00 Clear Turning movement P.D. only Dry North Turning left Automobile, station wagon Other motor vehicle 0 South Turning right Automobile, station wagon Other motor vehicle 2016-Nov-11, Fri,12:20 Clear Angle Non-fatal injury Dry West Going ahead Automobile, station wagon Other motor vehicle 0 South Going ahead Automobile, station wagon Other motor vehicle 2017-Jun-23, Fri,08:47 Rain Angle P.D. only Wet North Turning right Passenger van Other motor vehicle 0 West Going ahead Automobile, station wagon Other motor vehicle 2017-Sep-06, Wed,12:12 Clear Rear end Non-fatal injury Dry East Going ahead Pick-up truck Other motor vehicle 0 East Turning right Automobile, station wagon Other motor vehicle 2017-Sep-28, Thu,08:15 Clear Sideswipe P.D. only Dry South Going ahead Automobile, station wagon Other motor vehicle 0 South Overtaking Automobile, station wagon Other motor vehicle 2017-Dec-12, Tue,10:23 Snow Angle P.D. only Packed North Turning left Automobile, station wagon Other motor vehicle 0 snow East Going ahead Automobile, station wagon Other motor vehicle 2018-Apr-24, Tue,15:25 Clear Rear end P.D. only Dry West Going ahead Municipal transit bus Other motor vehicle 0 West Stopped Automobile, station wagon Other motor vehicle West Stopped Automobile, station wagon Other motor vehicle

July 24, 2020 Page 6 of 20 Transportation Services - Traffic Services Collision Details Report - Public Version

From: January 1, 2014 To: December 31, 2018 Location: BELFAST RD btwn TREMBLAY RD & TRAINYARDS DR Traffic Control: No control Total Collisions: 9 Date/Day/Time Environment Impact Type Classification Surface Veh. Dir Vehicle Manoeuver Vehicle type First Event No. Ped Cond'n 2018-Oct-12, Fri,16:50 Clear Turning movement P.D. only Dry North Turning left Automobile, station wagon Other motor vehicle 0 South Turning right Automobile, station wagon Other motor vehicle Location: PICKERING PL @ TREMBLAY RD Traffic Control: Stop sign Total Collisions: 4 Date/Day/Time Environment Impact Type Classification Surface Veh. Dir Vehicle Manoeuver Vehicle type First Event No. Ped Cond'n 2016-Jan-21, Thu,15:02 Clear Angle P.D. only Wet East Going ahead Pick-up truck Other motor vehicle 0 North Turning left Automobile, station wagon Other motor vehicle 2016-May-01, Sun,11:08 Rain Angle P.D. only Wet West Going ahead Automobile, station wagon Other motor vehicle 0 South Going ahead Automobile, station wagon Other motor vehicle 2016-Jul-12, Tue,16:26 Clear Angle P.D. only Dry North Going ahead Automobile, station wagon Other motor vehicle 0 East Going ahead Automobile, station wagon Other motor vehicle 2016-Jul-12, Tue,17:11 Clear Angle P.D. only Dry East Unknown Unknown Other motor vehicle 0 North Going ahead Pick-up truck Other motor vehicle Location: RIVERSIDE DR @ TREMBLAY RD/HWY417 IC117 RAMP52 Traffic Control: Traffic signal Total Collisions: 129 Date/Day/Time Environment Impact Type Classification Surface Veh. Dir Vehicle Manoeuver Vehicle type First Event No. Ped Cond'n 2014-Jan-09, Thu,16:45 Clear Rear end P.D. only Ice South Going ahead Automobile, station wagon Other motor vehicle 0 South Stopped Automobile, station wagon Other motor vehicle 2014-Feb-04, Tue,09:58 Clear Rear end P.D. only Dry West Turning right Truck - dump Other motor vehicle 0 West Turning right Passenger van Other motor vehicle 2014-Feb-20, Thu,17:20 Clear Rear end P.D. only Wet North Going ahead Automobile, station wagon Other motor vehicle 0 North Stopped Passenger van Other motor vehicle

July 24, 2020 Page 7 of 20 Transportation Services - Traffic Services Collision Details Report - Public Version

From: January 1, 2014 To: December 31, 2018 Location: RIVERSIDE DR @ TREMBLAY RD/HWY417 IC117 RAMP52 Traffic Control: Traffic signal Total Collisions: 129 Date/Day/Time Environment Impact Type Classification Surface Veh. Dir Vehicle Manoeuver Vehicle type First Event No. Ped Cond'n 2014-Feb-23, Sun,19:42 Clear Rear end Non-fatal injury Dry North Going ahead Automobile, station wagon Other motor vehicle 0 North Slowing or stopping Automobile, station wagon Other motor vehicle North Stopped Pick-up truck Other motor vehicle 2014-Mar-24, Mon,17:55 Clear Rear end P.D. only Dry East Going ahead Automobile, station wagon Other motor vehicle 0 East Stopped Pick-up truck Other motor vehicle 2014-May-06, Tue,09:09 Clear Rear end P.D. only Dry North Going ahead Automobile, station wagon Other motor vehicle 0 North Stopped Passenger van Other motor vehicle North Stopped Automobile, station wagon Other motor vehicle 2014-May-23, Fri,16:44 Clear Rear end P.D. only Dry West Turning left Delivery van Other motor vehicle 0 West Turning left Automobile, station wagon Other motor vehicle 2014-May-30, Fri,07:29 Clear Rear end P.D. only Dry South Going ahead Pick-up truck Other motor vehicle 0 South Stopped Pick-up truck Other motor vehicle 2014-Jun-12, Thu,18:12 Rain Rear end P.D. only Wet South Slowing or stopping Automobile, station wagon Other motor vehicle 0 South Stopped Automobile, station wagon Other motor vehicle 2014-Jun-17, Tue,20:33 Rain Rear end P.D. only Wet East Slowing or stopping Automobile, station wagon Other motor vehicle 0 East Stopped Automobile, station wagon Other motor vehicle 2014-Jun-23, Mon,13:00 Clear Angle P.D. only Wet South Going ahead Automobile, station wagon Other motor vehicle 0 East Turning left Pick-up truck Other motor vehicle 2014-Jun-26, Thu,15:46 Clear Rear end P.D. only Dry South Going ahead Automobile, station wagon Other motor vehicle 0 South Stopped Automobile, station wagon Other motor vehicle 2014-Aug-15, Fri,20:51 Clear Sideswipe P.D. only Dry South Changing lanes Automobile, station wagon Other motor vehicle 0 South Going ahead Pick-up truck Other motor vehicle 2014-Aug-19, Tue,19:22 Clear Rear end P.D. only Dry South Slowing or stopping Automobile, station wagon Other motor vehicle 0 South Slowing or stopping Pick-up truck Other motor vehicle

July 24, 2020 Page 8 of 20 Transportation Services - Traffic Services Collision Details Report - Public Version

From: January 1, 2014 To: December 31, 2018 Location: RIVERSIDE DR @ TREMBLAY RD/HWY417 IC117 RAMP52 Traffic Control: Traffic signal Total Collisions: 129 Date/Day/Time Environment Impact Type Classification Surface Veh. Dir Vehicle Manoeuver Vehicle type First Event No. Ped Cond'n 2014-Aug-28, Thu,11:30 Clear Rear end P.D. only Dry North Slowing or stopping Automobile, station wagon Other motor vehicle 0 North Stopped Pick-up truck Other motor vehicle 2014-Aug-30, Sat,13:40 Clear Rear end P.D. only Dry North Changing lanes Passenger van Other motor vehicle 0 North Going ahead Pick-up truck Other motor vehicle 2014-Sep-24, Wed,07:05 Fog, mist, smoke, Rear end P.D. only Dry North Slowing or stopping Automobile, station wagon Other motor vehicle 0 dust North Slowing or stopping Automobile, station wagon Other motor vehicle 2014-Oct-18, Sat,19:25 Clear Rear end P.D. only Dry North Slowing or stopping Automobile, station wagon Other motor vehicle 0 North Stopped Automobile, station wagon Other motor vehicle 2014-Oct-29, Wed,22:41 Clear Angle P.D. only Dry North Going ahead Pick-up truck Other motor vehicle 0 East Turning left Automobile, station wagon Other motor vehicle 2014-Nov-20, Thu,07:44 Clear Rear end P.D. only Dry West Going ahead Automobile, station wagon Other motor vehicle 0 West Stopped Automobile, station wagon Other motor vehicle 2014-Nov-28, Fri,11:09 Clear Rear end P.D. only Dry North Going ahead Pick-up truck Other motor vehicle 0 North Stopped Pick-up truck Other motor vehicle 2014-Dec-13, Sat,15:09 Clear Rear end P.D. only Dry North Unknown Unknown Other motor vehicle 0 North Stopped Automobile, station wagon Other motor vehicle 2014-Dec-29, Mon,11:50 Rain Rear end P.D. only Wet North Going ahead Automobile, station wagon Other motor vehicle 0 North Stopped Automobile, station wagon Other motor vehicle 2015-Jan-12, Mon,07:20 Snow Rear end P.D. only Slush South Turning left Automobile, station wagon Other motor vehicle 0 South Turning left Automobile, station wagon Other motor vehicle 2015-Jan-25, Sun,11:50 Clear Rear end P.D. only Dry East Slowing or stopping Pick-up truck Other motor vehicle 0 East Stopped Automobile, station wagon Other motor vehicle

July 24, 2020 Page 9 of 20 Transportation Services - Traffic Services Collision Details Report - Public Version

From: January 1, 2014 To: December 31, 2018 Location: RIVERSIDE DR @ TREMBLAY RD/HWY417 IC117 RAMP52 Traffic Control: Traffic signal Total Collisions: 129 Date/Day/Time Environment Impact Type Classification Surface Veh. Dir Vehicle Manoeuver Vehicle type First Event No. Ped Cond'n 2015-Jan-27, Tue,14:35 Clear Angle Non-fatal injury Dry North Going ahead Automobile, station wagon Other motor vehicle 0 West Turning left Automobile, station wagon Other motor vehicle 2015-Jan-31, Sat,16:13 Clear Rear end P.D. only Ice South Changing lanes Automobile, station wagon Other motor vehicle 0 South Slowing or stopping Automobile, station wagon Other motor vehicle 2015-Feb-05, Thu,15:34 Clear Rear end Non-fatal injury Dry South Going ahead Automobile, station wagon Other motor vehicle 0 South Stopped Automobile, station wagon Other motor vehicle 2015-Feb-07, Sat,15:32 Clear Rear end P.D. only Wet South Going ahead Pick-up truck Other motor vehicle 0 South Stopped Pick-up truck Other motor vehicle 2015-Feb-08, Sun,08:43 Snow Other P.D. only Loose snow South Going ahead Pick-up truck Snowbank/drift 0 South Going ahead Pick-up truck Other motor vehicle South Going ahead Pick-up truck Other motor vehicle South Going ahead Pick-up truck Other motor vehicle South Going ahead Pick-up truck Other motor vehicle 2015-Feb-08, Sun,13:26 Drifting Snow Turning movement Non-fatal injury Slush North Turning left Pick-up truck Other motor vehicle 0 South Going ahead Passenger van Other motor vehicle East Stopped Automobile, station wagon Other motor vehicle 2015-Feb-11, Wed,18:00 Clear Rear end P.D. only Dry North Slowing or stopping Pick-up truck Other motor vehicle 0 North Stopped Pick-up truck Other motor vehicle 2015-Feb-14, Sat,11:09 Drifting Snow Rear end P.D. only Ice North Going ahead Pick-up truck Other motor vehicle 0 North Slowing or stopping Pick-up truck Other motor vehicle 2015-Feb-26, Thu,09:06 Snow Rear end P.D. only Loose snow West Slowing or stopping Pick-up truck Other motor vehicle 0 West Slowing or stopping Automobile, station wagon Other motor vehicle 2015-May-21, Thu,12:47 Clear Rear end Non-fatal injury Dry East Slowing or stopping Automobile, station wagon Other motor vehicle 0 East Stopped Automobile, station wagon Other motor vehicle

July 24, 2020 Page 10 of 20 Transportation Services - Traffic Services Collision Details Report - Public Version

From: January 1, 2014 To: December 31, 2018 Location: RIVERSIDE DR @ TREMBLAY RD/HWY417 IC117 RAMP52 Traffic Control: Traffic signal Total Collisions: 129 Date/Day/Time Environment Impact Type Classification Surface Veh. Dir Vehicle Manoeuver Vehicle type First Event No. Ped Cond'n 2015-May-27, Wed,13:00 Clear Rear end P.D. only Dry South Going ahead Automobile, station wagon Other motor vehicle 0 South Stopped Automobile, station wagon Other motor vehicle 2015-May-31, Sun,15:30 Clear Rear end P.D. only Dry East Slowing or stopping Automobile, station wagon Other motor vehicle 0 East Stopped Automobile, station wagon Other motor vehicle 2015-Jun-10, Wed,19:34 Rain Rear end P.D. only Wet South Slowing or stopping Automobile, station wagon Other motor vehicle 0 South Stopped Automobile, station wagon Other motor vehicle 2015-Jun-18, Thu,20:55 Rain Rear end Non-fatal injury Wet North Slowing or stopping Motorcycle Other motor vehicle 0 North Slowing or stopping Automobile, station wagon Other motor vehicle 2015-Jun-23, Tue,09:17 Clear Rear end P.D. only Dry North Going ahead Automobile, station wagon Other motor vehicle 0 North Stopped Automobile, station wagon Other motor vehicle 2015-Jul-24, Fri,09:55 Clear Rear end P.D. only Dry South Going ahead Pick-up truck Other motor vehicle 0 South Stopped Pick-up truck Other motor vehicle 2015-Aug-13, Thu,18:28 Clear Rear end P.D. only Dry North Going ahead Automobile, station wagon Other motor vehicle 0 North Stopped Automobile, station wagon Other motor vehicle 2015-Aug-31, Mon,13:01 Clear Rear end P.D. only Dry South Going ahead Pick-up truck Other motor vehicle 0 South Stopped Pick-up truck Other motor vehicle South Stopped Automobile, station wagon Other motor vehicle 2015-Sep-11, Fri,16:37 Clear Rear end Non-fatal injury Dry South Changing lanes Pick-up truck Other motor vehicle 0 South Going ahead Bus (other) Other motor vehicle 2015-Sep-11, Fri,18:07 Clear Angle P.D. only Dry South Turning left Automobile, station wagon Other motor vehicle 0 East Turning left Pick-up truck Other motor vehicle 2015-Sep-16, Wed,11:12 Clear Rear end P.D. only Dry North Slowing or stopping Automobile, station wagon Other motor vehicle 0 North Stopped Automobile, station wagon Other motor vehicle

July 24, 2020 Page 11 of 20 Transportation Services - Traffic Services Collision Details Report - Public Version

From: January 1, 2014 To: December 31, 2018 Location: RIVERSIDE DR @ TREMBLAY RD/HWY417 IC117 RAMP52 Traffic Control: Traffic signal Total Collisions: 129 Date/Day/Time Environment Impact Type Classification Surface Veh. Dir Vehicle Manoeuver Vehicle type First Event No. Ped Cond'n 2015-Oct-05, Mon,13:20 Clear Rear end Non-fatal injury Dry North Turning right Automobile, station wagon Other motor vehicle 0 North Turning right Automobile, station wagon Other motor vehicle 2015-Oct-11, Sun,16:32 Clear Rear end Non-fatal injury Dry North Slowing or stopping Automobile, station wagon Other motor vehicle 0 North Stopped Pick-up truck Other motor vehicle 2015-Oct-23, Fri,15:37 Clear Rear end P.D. only Dry East Turning left Truck - closed Other motor vehicle 0 East Turning left Automobile, station wagon Other motor vehicle 2015-Oct-28, Wed,16:00 Rain Sideswipe P.D. only Wet East Turning left Automobile, station wagon Other motor vehicle 0 East Turning left Municipal transit bus Other motor vehicle 2015-Nov-07, Sat,20:00 Clear Rear end P.D. only Dry South Going ahead Automobile, station wagon Other motor vehicle 0 South Stopped Automobile, station wagon Other motor vehicle 2015-Nov-11, Wed,15:40 Clear Rear end Non-fatal injury Dry North Slowing or stopping Pick-up truck Other motor vehicle 0 North Going ahead Automobile, station wagon Other motor vehicle 2015-Nov-12, Thu,07:15 Rain Rear end P.D. only Wet South Going ahead Pick-up truck Other motor vehicle 0 South Stopped Automobile, station wagon Other motor vehicle 2015-Dec-11, Fri,12:16 Clear Sideswipe P.D. only Dry South Changing lanes Automobile, station wagon Other motor vehicle 0 South Changing lanes Automobile, station wagon Other motor vehicle 2016-Jan-08, Fri,13:54 Clear Sideswipe P.D. only Dry West Turning right Unknown Other motor vehicle 0 West Turning right Automobile, station wagon Other motor vehicle 2016-Jan-08, Fri,23:00 Clear Turning movement P.D. only Wet East Turning left Automobile, station wagon Other motor vehicle 0 East Going ahead Municipal transit bus Other motor vehicle 2016-Jan-20, Wed,13:15 Clear Rear end P.D. only Slush North Slowing or stopping Automobile, station wagon Other motor vehicle 0 North Stopped Pick-up truck Other motor vehicle 2016-Jan-22, Fri,06:53 Clear Rear end P.D. only Dry South Slowing or stopping Automobile, station wagon Other motor vehicle 0 South Going ahead Automobile, station wagon Other motor vehicle

July 24, 2020 Page 12 of 20 Transportation Services - Traffic Services Collision Details Report - Public Version

From: January 1, 2014 To: December 31, 2018 Location: RIVERSIDE DR @ TREMBLAY RD/HWY417 IC117 RAMP52 Traffic Control: Traffic signal Total Collisions: 129 Date/Day/Time Environment Impact Type Classification Surface Veh. Dir Vehicle Manoeuver Vehicle type First Event No. Ped Cond'n 2016-Jan-22, Fri,08:16 Clear Turning movement Non-fatal injury Dry North Making "U" turn Pick-up truck Other motor vehicle 0 South Going ahead Automobile, station wagon Other motor vehicle 2016-Jan-23, Sat,09:42 Clear Rear end P.D. only Dry North Slowing or stopping Automobile, station wagon Other motor vehicle 0 North Going ahead Automobile, station wagon Other motor vehicle 2016-Jan-23, Sat,15:19 Clear Rear end P.D. only Dry North Slowing or stopping Delivery van Other motor vehicle 0 North Stopped Pick-up truck Other motor vehicle 2016-Feb-20, Sat,17:07 Rain SMV other P.D. only Wet South Going ahead Automobile, station wagon Skidding/sliding 0 2016-Mar-16, Wed,15:52 Clear Sideswipe P.D. only Dry East Turning left Automobile, station wagon Other motor vehicle 0 East Turning left Municipal transit bus Other motor vehicle 2016-Apr-06, Wed,21:46 Snow Rear end P.D. only Slush South Slowing or stopping Automobile, station wagon Other motor vehicle 0 South Slowing or stopping Pick-up truck Other motor vehicle 2016-Apr-28, Thu,07:00 Clear Rear end P.D. only Dry South Unknown Unknown Other motor vehicle 0 South Going ahead Motorcycle Other motor vehicle 2016-May-19, Thu,16:45 Clear Turning movement P.D. only Dry North Changing lanes Automobile, station wagon Other motor vehicle 0 North Turning left Automobile, station wagon Other motor vehicle 2016-May-30, Mon,20:15 Clear Rear end Non-fatal injury Dry North Going ahead Automobile, station wagon Other motor vehicle 0 North Stopped Automobile, station wagon Other motor vehicle 2016-Jun-16, Thu,22:18 Clear Sideswipe P.D. only Dry West Turning left Automobile, station wagon Other motor vehicle 0 West Turning left Municipal transit bus Other motor vehicle 2016-Jun-27, Mon,17:17 Clear Angle P.D. only Dry South Going ahead Pick-up truck Other motor vehicle 0 East Going ahead Pick-up truck Other motor vehicle East Going ahead Municipal transit bus Other motor vehicle 2016-Jun-30, Thu,17:33 Clear Angle P.D. only Dry South Going ahead Automobile, station wagon Other motor vehicle 0 East Going ahead Automobile, station wagon Other motor vehicle

July 24, 2020 Page 13 of 20 Transportation Services - Traffic Services Collision Details Report - Public Version

From: January 1, 2014 To: December 31, 2018 Location: RIVERSIDE DR @ TREMBLAY RD/HWY417 IC117 RAMP52 Traffic Control: Traffic signal Total Collisions: 129 Date/Day/Time Environment Impact Type Classification Surface Veh. Dir Vehicle Manoeuver Vehicle type First Event No. Ped Cond'n 2016-Sep-06, Tue,14:13 Clear Sideswipe P.D. only Dry South Changing lanes Unknown Other motor vehicle 0 South Stopped Pick-up truck Other motor vehicle 2016-Sep-14, Wed,13:58 Clear Turning movement Non-fatal injury Dry South Turning left Automobile, station wagon Other motor vehicle 0 North Going ahead Automobile, station wagon Other motor vehicle 2016-Nov-15, Tue,16:30 Clear Rear end P.D. only Dry South Slowing or stopping Passenger van Other motor vehicle 0 South Slowing or stopping Passenger van Other motor vehicle 2016-Dec-18, Sun,14:20 Clear Rear end P.D. only Wet North Slowing or stopping Automobile, station wagon Other motor vehicle 0 North Stopped Automobile, station wagon Other motor vehicle 2016-Dec-26, Mon,11:27 Freezing Rain Rear end P.D. only Ice South Slowing or stopping Automobile, station wagon Other motor vehicle 0 South Stopped Pick-up truck Other motor vehicle 2016-Dec-28, Wed,17:13 Clear Sideswipe P.D. only Dry North Changing lanes Truck - tractor Other motor vehicle 0 North Going ahead Automobile, station wagon Other motor vehicle 2017-Jan-17, Tue,12:05 Clear Rear end P.D. only Dry North Changing lanes Automobile, station wagon Other motor vehicle 0 North Stopped Passenger van Other motor vehicle 2017-Feb-08, Wed,12:36 Clear Sideswipe P.D. only Wet North Changing lanes Automobile, station wagon Other motor vehicle 0 North Changing lanes Ambulance Other motor vehicle 2017-Mar-10, Fri,14:03 Clear Rear end P.D. only Dry North Slowing or stopping Automobile, station wagon Other motor vehicle 0 North Slowing or stopping Automobile, station wagon Other motor vehicle 2017-Mar-24, Fri,09:41 Snow Rear end P.D. only Loose snow West Changing lanes Automobile, station wagon Skidding/sliding 0 West Turning left Automobile, station wagon Other motor vehicle West Turning left Automobile, station wagon Other motor vehicle 2017-Mar-28, Tue,16:30 Clear Rear end Non-fatal injury Dry North Going ahead Pick-up truck Other motor vehicle 0 North Slowing or stopping Passenger van Other motor vehicle

July 24, 2020 Page 14 of 20 Transportation Services - Traffic Services Collision Details Report - Public Version

From: January 1, 2014 To: December 31, 2018 Location: RIVERSIDE DR @ TREMBLAY RD/HWY417 IC117 RAMP52 Traffic Control: Traffic signal Total Collisions: 129 Date/Day/Time Environment Impact Type Classification Surface Veh. Dir Vehicle Manoeuver Vehicle type First Event No. Ped Cond'n 2017-Apr-09, Sun,10:42 Clear Rear end P.D. only Dry North Going ahead Automobile, station wagon Other motor vehicle 0 North Stopped Automobile, station wagon Other motor vehicle 2017-Apr-11, Tue,15:18 Clear Sideswipe P.D. only Dry North Changing lanes Automobile, station wagon Other motor vehicle 0 North Going ahead Automobile, station wagon Other motor vehicle 2017-Apr-18, Tue,07:45 Clear Rear end Non-fatal injury Dry South Slowing or stopping Automobile, station wagon Other motor vehicle 0 South Going ahead Automobile, station wagon Other motor vehicle 2017-May-05, Fri,12:22 Rain Angle P.D. only Wet South Going ahead Automobile, station wagon Other motor vehicle 0 East Turning left Automobile, station wagon Other motor vehicle 2017-May-14, Sun,12:20 Clear Rear end Non-fatal injury Dry North Going ahead Pick-up truck Other motor vehicle 0 North Slowing or stopping Automobile, station wagon Other motor vehicle North Slowing or stopping Automobile, station wagon Other motor vehicle 2017-May-29, Mon,14:45 Rain Rear end P.D. only Wet North Slowing or stopping Pick-up truck Other motor vehicle 0 North Stopped Automobile, station wagon Other motor vehicle 2017-Jun-10, Sat,13:40 Clear Rear end P.D. only Dry North Going ahead Automobile, station wagon Other motor vehicle 0 North Stopped Automobile, station wagon Other motor vehicle 2017-Jun-26, Mon,08:09 Clear Rear end P.D. only Dry South Slowing or stopping Pick-up truck Other motor vehicle 0 South Stopped Passenger van Other motor vehicle 2017-Jul-18, Tue,14:30 Clear Rear end P.D. only Dry East Slowing or stopping Truck - closed Other motor vehicle 0 East Stopped Automobile, station wagon Other motor vehicle 2017-Aug-18, Fri,14:49 Rain Rear end P.D. only Wet North Going ahead Pick-up truck Other motor vehicle 0 North Stopped Automobile, station wagon Other motor vehicle 2017-Sep-01, Fri,09:30 Clear Rear end P.D. only Dry West Turning left Pick-up truck Other motor vehicle 0 West Turning left Automobile, station wagon Other motor vehicle

July 24, 2020 Page 15 of 20 Transportation Services - Traffic Services Collision Details Report - Public Version

From: January 1, 2014 To: December 31, 2018 Location: RIVERSIDE DR @ TREMBLAY RD/HWY417 IC117 RAMP52 Traffic Control: Traffic signal Total Collisions: 129 Date/Day/Time Environment Impact Type Classification Surface Veh. Dir Vehicle Manoeuver Vehicle type First Event No. Ped Cond'n 2017-Sep-23, Sat,14:36 Clear Rear end P.D. only Dry North Going ahead Automobile, station wagon Other motor vehicle 0 North Stopped Automobile, station wagon Other motor vehicle North Stopped Unknown Other motor vehicle 2017-Sep-28, Thu,14:40 Clear Rear end P.D. only Loose sand North Going ahead Automobile, station wagon Other motor vehicle 0 or gravel North Slowing or stopping Automobile, station wagon Other motor vehicle 2017-Sep-29, Fri,20:32 Clear Angle P.D. only Dry West Going ahead Automobile, station wagon Other motor vehicle 0 South Turning left Automobile, station wagon Other motor vehicle 2017-Oct-25, Wed,12:58 Clear Rear end P.D. only Dry North Slowing or stopping Automobile, station wagon Other motor vehicle 0 North Stopped Automobile, station wagon Other motor vehicle 2017-Nov-15, Wed,11:31 Clear Rear end Non-fatal injury Dry South Slowing or stopping Automobile, station wagon Other motor vehicle 0 South Stopped Automobile, station wagon Other motor vehicle 2017-Nov-17, Fri,15:53 Clear Rear end Non-fatal injury Dry North Slowing or stopping Delivery van Other motor vehicle 0 North Stopped Automobile, station wagon Other motor vehicle 2017-Nov-20, Mon,17:18 Clear Rear end P.D. only Dry South Going ahead Automobile, station wagon Other motor vehicle 0 South Stopped Automobile, station wagon Other motor vehicle South Stopped Automobile, station wagon Other motor vehicle 2017-Dec-07, Thu,15:10 Clear Angle P.D. only Dry North Going ahead Automobile, station wagon Other motor vehicle 0 West Turning right Passenger van Other motor vehicle 2017-Dec-12, Tue,09:11 Drifting Snow Angle P.D. only Loose snow South Going ahead Automobile, station wagon Other motor vehicle 0 East Turning left Municipal transit bus Other motor vehicle South Turning left Automobile, station wagon Other motor vehicle 2017-Dec-21, Thu,15:10 Clear Rear end P.D. only Dry North Slowing or stopping Automobile, station wagon Other motor vehicle 0 North Stopped Automobile, station wagon Other motor vehicle

July 24, 2020 Page 16 of 20 Transportation Services - Traffic Services Collision Details Report - Public Version

From: January 1, 2014 To: December 31, 2018 Location: RIVERSIDE DR @ TREMBLAY RD/HWY417 IC117 RAMP52 Traffic Control: Traffic signal Total Collisions: 129 Date/Day/Time Environment Impact Type Classification Surface Veh. Dir Vehicle Manoeuver Vehicle type First Event No. Ped Cond'n 2017-Dec-26, Tue,22:41 Clear Rear end P.D. only Dry South Slowing or stopping Automobile, station wagon Other motor vehicle 0 South Stopped Automobile, station wagon Other motor vehicle 2017-Dec-27, Wed,19:14 Clear Sideswipe P.D. only Wet North Turning left Municipal transit bus Other motor vehicle 0 North Turning left Automobile, station wagon Other motor vehicle 2017-Dec-29, Fri,13:20 Clear Rear end P.D. only Wet North Slowing or stopping Automobile, station wagon Other motor vehicle 0 North Stopped Automobile, station wagon Other motor vehicle 2018-Jan-02, Tue,12:00 Clear Rear end P.D. only Loose snow North Slowing or stopping Automobile, station wagon Skidding/sliding 0 North Stopped Passenger van Other motor vehicle 2018-Jan-02, Tue,13:52 Snow Rear end P.D. only Loose snow East Slowing or stopping Automobile, station wagon Skidding/sliding 0 East Stopped Automobile, station wagon Other motor vehicle 2018-Jan-14, Sun,08:24 Clear Rear end P.D. only Ice West Slowing or stopping Automobile, station wagon Skidding/sliding 0 West Stopped Municipal transit bus Other motor vehicle 2018-Jan-14, Sun,18:24 Clear Rear end P.D. only Ice South Slowing or stopping Automobile, station wagon Other motor vehicle 0 South Stopped Automobile, station wagon Other motor vehicle 2018-Jan-15, Mon,11:02 Snow Rear end P.D. only Loose snow East Slowing or stopping Automobile, station wagon Skidding/sliding 0 East Stopped Automobile, station wagon Other motor vehicle 2018-Feb-18, Sun,13:31 Clear Sideswipe P.D. only Dry North Turning left Passenger van Other motor vehicle 0 North Turning left Automobile, station wagon Other motor vehicle 2018-May-10, Thu,12:12 Rain Rear end Non-fatal injury Wet North Going ahead Automobile, station wagon Other motor vehicle 0 North Stopped Automobile, station wagon Other motor vehicle North Stopped Automobile, station wagon Other motor vehicle 2018-May-19, Sat,10:12 Clear Rear end Non-fatal injury Dry North Slowing or stopping Automobile, station wagon Other motor vehicle 0 North Changing lanes Automobile, station wagon Other motor vehicle

July 24, 2020 Page 17 of 20 Transportation Services - Traffic Services Collision Details Report - Public Version

From: January 1, 2014 To: December 31, 2018 Location: RIVERSIDE DR @ TREMBLAY RD/HWY417 IC117 RAMP52 Traffic Control: Traffic signal Total Collisions: 129 Date/Day/Time Environment Impact Type Classification Surface Veh. Dir Vehicle Manoeuver Vehicle type First Event No. Ped Cond'n 2018-May-26, Sat,19:26 Clear Rear end P.D. only Dry West Going ahead Tow truck Other motor vehicle 0 West Stopped Automobile, station wagon Other motor vehicle 2018-May-31, Thu,14:41 Clear Rear end P.D. only Dry North Going ahead Unknown Other motor vehicle 0 North Slowing or stopping Automobile, station wagon Other motor vehicle 2018-Jun-06, Wed,12:22 Clear Rear end P.D. only Wet North Slowing or stopping Automobile, station wagon Other motor vehicle 0 North Stopped Automobile, station wagon Other motor vehicle 2018-Jun-24, Sun,14:45 Clear Rear end Non-fatal injury Dry North Going ahead Passenger van Other motor vehicle 0 North Stopped Automobile, station wagon Other motor vehicle 2018-Jul-21, Sat,17:29 Clear Angle P.D. only Dry South Going ahead Automobile, station wagon Other motor vehicle 0 East Going ahead Automobile, station wagon Other motor vehicle 2018-Aug-03, Fri,09:24 Clear Angle P.D. only Dry North Slowing or stopping Automobile, station wagon Other motor vehicle 0 East Going ahead Automobile, station wagon Other motor vehicle 2018-Aug-12, Sun,20:53 Clear Sideswipe P.D. only Dry North Slowing or stopping Automobile, station wagon Other motor vehicle 0 North Slowing or stopping Automobile, station wagon Other motor vehicle North Slowing or stopping Automobile, station wagon Other motor vehicle 2018-Aug-21, Tue,17:19 Rain Rear end P.D. only Wet South Going ahead Automobile, station wagon Other motor vehicle 0 South Stopped Automobile, station wagon Other motor vehicle 2018-Sep-02, Sun,11:00 Clear Rear end P.D. only Dry North Slowing or stopping Automobile, station wagon Other motor vehicle 0 North Stopped Automobile, station wagon Other motor vehicle 2018-Oct-14, Sun,14:20 Clear Sideswipe P.D. only Dry South Changing lanes Automobile, station wagon Other motor vehicle 0 South Going ahead Automobile, station wagon Other motor vehicle 2018-Oct-17, Wed,12:30 Clear Rear end Non-fatal injury Dry North Slowing or stopping Delivery van Other motor vehicle 0 North Stopped Automobile, station wagon Other motor vehicle 2018-Nov-06, Tue,17:08 Clear SMV other Non-fatal injury Dry West Going ahead Automobile, station wagon Ran off road 0

July 24, 2020 Page 18 of 20 Transportation Services - Traffic Services Collision Details Report - Public Version

From: January 1, 2014 To: December 31, 2018 Location: RIVERSIDE DR @ TREMBLAY RD/HWY417 IC117 RAMP52 Traffic Control: Traffic signal Total Collisions: 129 Date/Day/Time Environment Impact Type Classification Surface Veh. Dir Vehicle Manoeuver Vehicle type First Event No. Ped Cond'n 2018-Nov-26, Mon,06:15 Fog, mist, smoke, Sideswipe P.D. only Wet East Changing lanes Automobile, station wagon Other motor vehicle 0 dust East Going ahead Automobile, station wagon Other motor vehicle 2018-Nov-26, Mon,12:00 Rain Rear end P.D. only Wet North Slowing or stopping Automobile, station wagon Other motor vehicle 0 North Stopped Pick-up truck Other motor vehicle 2018-Dec-14, Fri,13:48 Freezing Rain Rear end Non-fatal injury Wet East Turning right Automobile, station wagon Other motor vehicle 0 East Turning right Automobile, station wagon Other motor vehicle 2018-Dec-17, Mon,12:40 Clear Rear end P.D. only Wet East Slowing or stopping Passenger van Other motor vehicle 0 East Stopped Passenger van Other motor vehicle Location: TREMBLAY RD @ TRAIN STATION Traffic Control: Traffic signal Total Collisions: 5 Date/Day/Time Environment Impact Type Classification Surface Veh. Dir Vehicle Manoeuver Vehicle type First Event No. Ped Cond'n 2014-Mar-26, Wed,08:00 Clear Turning movement P.D. only Dry West Turning left Automobile, station wagon Other motor vehicle 0 East Going ahead Automobile, station wagon Other motor vehicle 2015-Oct-06, Tue,06:21 Clear Angle P.D. only Dry North Reversing Automobile, station wagon Other motor vehicle 0 West Turning left Pick-up truck Other motor vehicle 2017-Dec-25, Mon,07:17 Snow SMV other P.D. only Loose snow East Going ahead Automobile, station wagon Skidding/sliding 0 2018-Feb-12, Mon,12:21 Clear Angle Non-fatal injury Wet East Going ahead Automobile, station wagon Skidding/sliding 0 North Turning left Automobile, station wagon Other motor vehicle 2018-Dec-11, Tue,12:55 Clear Sideswipe P.D. only Wet North Turning right Municipal transit bus Other motor vehicle 0 North Stopped Pick-up truck Other motor vehicle

July 24, 2020 Page 19 of 20 Transportation Services - Traffic Services Collision Details Report - Public Version

From: January 1, 2014 To: December 31, 2018 Location: TREMBLAY RD btwn AVENUE K & AVENUE L Traffic Control: No control Total Collisions: 1 Date/Day/Time Environment Impact Type Classification Surface Veh. Dir Vehicle Manoeuver Vehicle type First Event No. Ped Cond'n 2016-Apr-14, Thu,13:12 Clear Rear end P.D. only Dry West Going ahead Automobile, station wagon Other motor vehicle 0 West Going ahead Pick-up truck Other motor vehicle Location: TREMBLAY RD btwn RIVERSIDE DR & TRAIN STATION Traffic Control: No control Total Collisions: 5 Date/Day/Time Environment Impact Type Classification Surface Veh. Dir Vehicle Manoeuver Vehicle type First Event No. Ped Cond'n 2014-Jul-24, Thu,17:31 Clear Angle P.D. only Dry North Going ahead Pick-up truck Other motor vehicle 0 East Going ahead Automobile, station wagon Other motor vehicle 2015-Jan-09, Fri,18:24 Clear Sideswipe P.D. only Dry East Changing lanes Automobile, station wagon Other motor vehicle 0 East Going ahead Automobile, station wagon Other motor vehicle 2016-Aug-12, Fri,16:15 Rain SMV other P.D. only Wet East Going ahead Pick-up truck Curb 0 2016-Sep-15, Thu,16:00 Clear Rear end P.D. only Dry North Going ahead Automobile, station wagon Other motor vehicle 0 North Stopped Pick-up truck Other motor vehicle 2017-Sep-05, Tue,18:00 Clear Angle P.D. only Dry North Turning right Automobile, station wagon Other motor vehicle 0 East Going ahead Automobile, station wagon Other motor vehicle

July 24, 2020 Page 20 of 20

APPENDIX D HISTORIC BACKGROUND GROWTH

Belfast/Tremblay 8 hrs

North Leg South Leg East Leg West Leg Year Date Total SB NB NB SB WB EB EB WB 2005 Thurs July 14 2671 3409 2805 2953 725 940 2787 1686 17976 2009 Wed May 6 3297 4024 3460 3982 837 1025 3416 1979 22020 2016 Tue Nov 8 2713 3289 3375 3359 881 810 2208 1719 18354 2020 Wed Jan 8 2916 3687 3454 3731 853 626 2513 1692 19472

Counts % Change Year North Leg NB SB NB+SB INT NB SB NB+SB INT 2005 3409 2671 6080 17976 2009 4024 3297 7321 22020 18.0% 23.4% 20.4% 22.5% 2016 3289 2713 6002 18354 -18.3% -17.7% -18.0% -16.6% 2020 3687 2916 6603 19472 12.1% 7.5% 10.0% 6.1%

Regression Estimate 2005 3629 2911 6539 Regression Estimate 2020 3576 2888 6464 Average Annual Change -0.10% -0.05% -0.08%

Counts % Change Year West Leg EB WB EB+WB INT EB WB EB+WB INT 2005 2787 1686 4473 17976 2009 3416 1979 5395 22020 22.6% 17.4% 20.6% 22.5% 2016 2208 1719 3927 18354 -35.4% -13.1% -27.2% -16.6% 2020 2513 1692 4205 19472 13.8% -1.6% 7.1% 6.1%

Regression Estimate 2005 3075 1816 4891 Regression Estimate 2020 2387 1722 4109 Average Annual Change -1.67% -0.36% -1.16%

Counts % Change Year East Leg EB WB EB+WB INT EB WB EB+WB INT 2005 940 725 1665 17976 2009 1025 837 1862 22020 9.0% 15.4% 11.8% 22.5% 2016 810 881 1691 18354 -21.0% 5.3% -9.2% -16.6% 2020 626 853 1479 19472 -22.7% -3.2% -12.5% 6.1%

Regression Estimate 2005 1020 763 1783 Regression Estimate 2020 680 885 1565 Average Annual Change -2.67% 0.99% -0.87%

Counts % Change Year South Leg NB SB NB+SB INT NB SB NB+SB INT 2005 2805 2953 5758 17976 2009 3460 3982 7442 22020 23.4% 34.8% 29.2% 22.5% 2016 3375 3359 6734 18354 -2.5% -15.6% -9.5% -16.6% 2020 3454 3731 7185 19472 2.3% 11.1% 6.7% 6.1%

Regression Estimate 2005 3023 3306 6330 Regression Estimate 2020 3524 3706 7230 Average Annual Change 1.03% 0.76% 0.89% Belfast/Tremblay AM Peak

North Leg South Leg East Leg West Leg Year Date Total SB NB NB SB WB EB EB WB 2005 Thurs July 14 414 432 326 448 123 74 352 261 2430 2009 Wed May 6 406 550 461 500 155 107 461 326 2966 2016 Tue Nov 8 351 360 366 411 160 85 251 272 2256 2020 Wed Jan 8 329 444 397 391 153 56 298 286 2354

Counts % Change Year North Leg NB SB NB+SB INT NB SB NB+SB INT 2005 432 414 846 2430 2009 550 406 956 2966 27.3% -1.9% 13.0% 22.1% 2016 360 351 711 2256 -34.5% -13.5% -25.6% -23.9% 2020 444 329 773 2354 23.3% -6.3% 8.7% 4.3%

Regression Estimate 2005 478 420 898 Regression Estimate 2020 415 330 745 Average Annual Change -0.94% -1.61% -1.24%

Counts % Change Year West Leg EB WB EB+WB INT EB WB EB+WB INT 2005 352 261 613 2430 2009 461 326 787 2966 31.0% 24.9% 28.4% 22.1% 2016 251 272 523 2256 -45.6% -16.6% -33.5% -23.9% 2020 298 286 584 2354 18.7% 5.1% 11.7% 4.3%

Regression Estimate 2005 403 286 689 Regression Estimate 2020 278 286 564 Average Annual Change -2.44% 0.00% -1.32%

Counts % Change Year East Leg EB WB EB+WB INT EB WB EB+WB INT 2005 74 123 197 2430 2009 107 155 262 2966 44.6% 26.0% 33.0% 22.1% 2016 85 160 245 2256 -20.6% 3.2% -6.5% -23.9% 2020 56 153 209 2354 -34.1% -4.4% -14.7% 4.3%

Regression Estimate 2005 92 134 227 Regression Estimate 2020 69 161 230 Average Annual Change -1.92% 1.21% 0.10%

Counts % Change Year South Leg NB SB NB+SB INT NB SB NB+SB INT 2005 326 448 774 2430 2009 461 500 961 2966 41.4% 11.6% 24.2% 22.1% 2016 366 411 777 2256 -20.6% -17.8% -19.1% -23.9% 2020 397 391 788 2354 8.5% -4.9% 1.4% 4.3%

Regression Estimate 2005 377 478 855 Regression Estimate 2020 398 397 795 Average Annual Change 0.38% -1.23% -0.48% Belfast/Tremblay PM Peak

North Leg South Leg East Leg West Leg Year Date Total SB NB NB SB WB EB EB WB 2005 Thurs July 14 360 590 442 363 94 208 522 257 2836 2009 Wed May 6 494 689 568 550 98 176 547 292 3414 2016 Tue Nov 8 437 545 617 478 118 125 288 312 2920 2020 Wed Jan 8 453 592 571 547 116 97 384 288 3048

Counts % Change Year North Leg NB SB NB+SB INT NB SB NB+SB INT 2005 590 360 950 2836 2009 689 494 1183 3414 16.8% 37.2% 24.5% 20.4% 2016 545 437 982 2920 -20.9% -11.5% -17.0% -14.5% 2020 592 453 1045 3048 8.6% 3.7% 6.4% 4.4%

Regression Estimate 2005 631 409 1040 Regression Estimate 2020 577 463 1040 Average Annual Change -0.59% 0.84% 0.01%

Counts % Change Year West Leg EB WB EB+WB INT EB WB EB+WB INT 2005 522 257 779 2836 2009 547 292 839 3414 4.8% 13.6% 7.7% 20.4% 2016 288 312 600 2920 -47.3% 6.8% -28.5% -14.5% 2020 384 288 672 3048 33.3% -7.7% 12.0% 4.4%

Regression Estimate 2005 542 271 812 Regression Estimate 2020 329 304 633 Average Annual Change -3.27% 0.77% -1.65%

Counts % Change Year East Leg EB WB EB+WB INT EB WB EB+WB INT 2005 208 94 302 2836 2009 176 98 274 3414 -15.4% 4.3% -9.3% 20.4% 2016 125 118 243 2920 -29.0% 20.4% -11.3% -14.5% 2020 97 116 213 3048 -22.4% -1.7% -12.3% 4.4%

Regression Estimate 2005 207 94 300 Regression Estimate 2020 96 119 216 Average Annual Change -4.98% 1.63% -2.19%

Counts % Change Year South Leg NB SB NB+SB INT NB SB NB+SB INT 2005 442 363 805 2836 2009 568 550 1118 3414 28.5% 51.5% 38.9% 20.4% 2016 617 478 1095 2920 8.6% -13.1% -2.1% -14.5% 2020 571 547 1118 3048 -7.5% 14.4% 2.1% 4.4%

Regression Estimate 2005 487 423 910 Regression Estimate 2020 612 546 1158 Average Annual Change 1.53% 1.72% 1.62%

APPENDIX E MMLOS: ROAD SEGMENTS

Multi-Modal Level of Service - Segments Form Consultant Parsons Project 477570 - 01000 Scenario 300 Tremblay Road Date 21-Sep-20 Comments

Tremblay Tremblay Belfast Belfast Avenue L Avenue L Section Section Section SEGMENTS Street A South North West East Existing Future 7 8 9 Sidewalk Width ≥ 2 m ≥ 2 m ≥ 2 m no sidewalk no sidewalk ≥ 2 m Boulevard Width < 0.5 > 2 m < 0.5 n/a n/a < 0.5 Avg Daily Curb Lane Traffic Volume > 3000 > 3000 > 3000 ≤ 3000 Operating Speed > 30 to 50 km/h > 30 to 50 km/h > 30 to 50 km/h > 30 to 50 km/h On-Street Parking no no no yes Exposure to Traffic PLoSC C B C - - B - - - Effective Sidewalk Width 2.0 m 2.5 m 2.5 m 2.0 m Pedestrian Volume 250 ped/hr 250 ped/hr 250 ped/hr 250 ped/hr Crowding PLoS B B B - - B - - -

Level of Service CBC--B---

Physically Physically Physically Physically Type of Cycling Facility Mixed Traffic Mixed Traffic Separated Separated Separated Separated ≤ 2 (no ≤ 2 (no Number of Travel Lanes centreline) centreline) Operating Speed >40 to <50 km/h >40 to <50 km/h # of Lanes & Operating Speed LoS - - - - BB---

Bike Lane (+ Parking Lane) Width Bike Lane Width LoSB ------Bike Lane Blockages BicycleBlockage Pedestrian LoS ------Median Refuge Width (no median = < 1.8 m) ≥ 1.8 m refuge ≥ 1.8 m refuge No. of Lanes at Unsignalized Crossing ≤ 3 lanes ≤ 3 lanes Sidestreet Operating Speed ≤ 40 km/h ≤ 40 km/h Unsignalized Crossing - Lowest LoS A A A A AA---

Level of Service AAAABB - - -

Facility Type Mixed Traffic Mixed Traffic Mixed Traffic Mixed Traffic Mixed Traffic Mixed Traffic Friction or Ratio Transit:Posted SpeedD Vt/Vp ≥ 0.8 Vt/Vp ≥ 0.8 Vt/Vp ≥ 0.8 Vt/Vp ≥ 0.8 Vt/Vp ≥ 0.8 Vt/Vp ≥ 0.8

Transit Level of Service DDDDDD - - -

Truck Lane Width > 3.7 m > 3.7 m > 3.7 m > 3.7 m > 3.7 m > 3.7 m Travel Lanes per Direction 1 11111 B

Truck Level of Service BBBBBB - - -

APPENDIX F TDM MEASURES

TDM-Supportive Development Design and Infrastructure Checklist City of Ottawa Version 1.0 (30 June 2017)

TDM-Supportive Development Design and Infrastructure Checklist: Residential Developments (multi-family or condominium)

Legend

REQUIRED The Official Plan or Zoning By-law provides related guidance that must be followed

BASIC The measure is generally feasible and effective, and in most

cases would benefit the development and its users

BETTER The measure could maximize support for users of sustainable modes, and optimize development performance

Check if completed & TDM-supportive design & infrastructure measures: add descriptions, explanations Residential developments or plan/drawing references

1. WALKING & CYCLING: ROUTES 1.1 Building location & access points

BASIC 1.1.1 Locate building close to the street, and do not locate parking on back side of building parking areas between the street and building entrances

BASIC 1.1.2 Locate building entrances in order to minimize walking building entrance oriented distances to sidewalks and transit stops/stations towards LRT Station

BASIC 1.1.3 Locate building doors and windows to ensure visibility of modern building design pedestrians from the building, for their security and comfort 1.2 Facilities for walking & cycling

REQUIRED 1.2.1 Provide convenient, direct access to stations or major stops along rapid transit routes within 600 metres; Quick access to Tremblay Road minimize walking distances from buildings to rapid which connects to Tremblay transit; provide pedestrian-friendly, weather-protected Station (where possible) environment between rapid transit accesses and building entrances; ensure quality linkages from sidewalks through building entrances to integrated stops/stations (see Official Plan policy 4.3.3)

REQUIRED 1.2.2 Provide safe, direct and attractive pedestrian access from public sidewalks to building entrances through A short 10 meter sidewalk is such measures as: reducing distances between public recommended to connect the sidewalks and major building entrances; providing building entrance to existing walkways from public streets to major building sidewalk system entrances; within a site, providing walkways along the front of adjoining buildings, between adjacent buildings, and connecting areas where people may congregate,

such as courtyards and transit stops; and providing

weather protection through canopies, colonnades, and

(see Official other design elements wherever possible Plan policy 4.3.12)

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REQUIRED 1.2.3 Provide sidewalks of smooth, well-drained walking surfaces of contrasting materials or treatments to Sidewalks to meet City standards differentiate pedestrian areas from vehicle areas, and provide marked pedestrian crosswalks at intersection sidewalks (see Official Plan policy 4.3.10)

REQUIRED 1.2.4 Make sidewalks and open space areas easily accessible through features such as gradual grade Sidewalks to meet City standards transition, depressed curbs at street corners and convenient access to extra-wide parking spaces and ramps (see Official Plan policy 4.3.10)

REQUIRED 1.2.5 Include adequately spaced inter-block/street cycling and pedestrian connections to facilitate travel by active transportation. Provide links to the existing or planned A short 10 meter sidewalk is network of public sidewalks, multi-use pathways and on- recommended to connect the road cycle routes. Where public sidewalks and multi-use building entrance to existing pathways intersect with roads, consider providing traffic sidewalk system control devices to give priority to cyclists and pedestrians (see Official Plan policy 4.3.11)

BASIC 1.2.6 Provide safe, direct and attractive walking routes from Quick access to Tremblay Road building entrances to nearby transit stops which connects to Tremblay Station

BASIC 1.2.7 Ensure that walking routes to transit stops are secure, visible, lighted, shaded and wind-protected wherever Street lighting already exist possible

BASIC 1.2.8 Design roads used for access or circulation by cyclists using a target operating speed of no more than 30 km/h, or provide a separated cycling facility 1.3 Amenities for walking & cycling

BASIC 1.3.1 Provide lighting, landscaping and benches along walking and cycling routes between building entrances and streets, sidewalks and trails

BASIC 1.3.2 Provide wayfinding signage for site access (where required, e.g. when multiple buildings or entrances exist) and egress (where warranted, such as when directions to reach transit stops/stations, trails or other common destinations are not obvious)

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2. WALKING & CYCLING: END-OF-TRIP FACILITIES 2.1 Bicycle parking

REQUIRED 2.1.1 Provide bicycle parking in highly visible and lighted areas, sheltered from the weather wherever possible Bicycle parking located on ground (see Official Plan policy 4.3.6) floor, indoors

REQUIRED 2.1.2 Provide the number of bicycle parking spaces specified for various land uses in different parts of Ottawa; Meets minimum bicycle parking provide convenient access to main entrances or well- requirements used areas (see Zoning By-law Section 111)

REQUIRED 2.1.3 Ensure that bicycle parking spaces and access aisles meet minimum dimensions; that no more than 50% of Parking to meet standards spaces are vertical spaces; and that parking racks are securely anchored (see Zoning By-law Section 111)

BASIC 2.1.4 Provide bicycle parking spaces equivalent to the expected number of resident-owned bicycles, plus the expected peak number of visitor cyclists 2.2 Secure bicycle parking

REQUIRED 2.2.1 Where more than 50 bicycle parking spaces are provided for a single residential building, locate at least Not applicable, 37 minimum required 25% of spaces within a building/structure, a secure area (e.g. supervised parking lot or enclosure) or bicycle lockers (see Zoning By-law Section 111)

BETTER 2.2.2 Provide secure bicycle parking spaces equivalent to at least the number of units at condominiums or multi- family residential developments 2.3 Bicycle repair station

BETTER 2.3.1 Provide a permanent bike repair station, with commonly used tools and an air pump, adjacent to the main bicycle parking area (or secure bicycle parking area, if provided)

3. TRANSIT 3.1 Customer amenities

BASIC 3.1.1 Provide shelters, lighting and benches at any on-site transit stops

BASIC 3.1.2 Where the site abuts an off-site transit stop and insufficient space exists for a transit shelter in the public right-of-way, protect land for a shelter and/or install a shelter

BETTER 3.1.3 Provide a secure and comfortable interior waiting area by integrating any on-site transit stops into the building

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4. RIDESHARING 4.1 Pick-up & drop-off facilities

BASIC 4.1.1 Provide a designated area for carpool drivers (plus taxis and ride-hailing services) to drop off or pick up passengers without using fire lanes or other no-stopping zones

5. CARSHARING & BIKESHARING 5.1 Carshare parking spaces

BETTER 5.1.1 Provide up to three carshare parking spaces in an R3, R4 or R5 Zone for specified residential uses (see Zoning By-law Section 94) 5.2 Bikeshare station location

BETTER 5.2.1 Provide a designated bikeshare station area near a major building entrance, preferably lighted and sheltered with a direct walkway connection

6. PARKING 6.1 Number of parking spaces

REQUIRED 6.1.1 Do not provide more parking than permitted by zoning, nor less than required by zoning, unless a variance is Parking quantity meets minimum and being applied for maximum required

BASIC 6.1.2 Provide parking for long-term and short-term users that is consistent with mode share targets, considering the potential for visitors to use off-site public parking

BASIC 6.1.3 Where a site features more than one use, provide shared parking and reduce the cumulative number of parking spaces accordingly (see Zoning By-law Section 104)

BETTER 6.1.4 Reduce the minimum number of parking spaces required by zoning by one space for each 13 square metres of gross floor area provided as shower rooms, change rooms, locker rooms and other facilities for cyclists in conjunction with bicycle parking (see Zoning By-law Section 111) 6.2 Separate long-term & short-term parking areas

BETTER 6.2.1 Provide separate areas for short-term and long-term parking (using signage or physical barriers) to permit access controls and simplify enforcement (i.e. to discourage residents from parking in visitor spaces, and vice versa)

TDM Measures Checklist City of Ottawa Version 1.0 (30 June 2017)

TDM Measures Checklist: Residential Developments (multi-family, condominium or subdivision)

Legend

BASIC The measure is generally feasible and effective, and in most cases would benefit the development and its users

BETTER The measure could maximize support for users of sustainable modes, and optimize development performance The measure is one of the most dependably effective tools to encourage the use of sustainable modes

Check if proposed & TDM measures: Residential developments add descriptions

1. TDM PROGRAM MANAGEMENT 1.1 Program coordinator

BASIC 1.1.1 Designate an internal coordinator, or contract with an external coordinator 1.2 Travel surveys

BETTER 1.2.1 Conduct periodic surveys to identify travel-related behaviours, attitudes, challenges and solutions, and to track progress

2. WALKING AND CYCLING 2.1 Information on walking/cycling routes & destinations

BASIC 2.1.1 Display local area maps with walking/cycling access routes and key destinations at major entrances (multi-family, condominium) 2.2 Bicycle skills training

BETTER 2.2.1 Offer on-site cycling courses for residents, or subsidize off-site courses

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3. TRANSIT 3.1 Transit information

BASIC 3.1.1 Display relevant transit schedules and route maps at entrances (multi-family, condominium)

BETTER 3.1.2 Provide real-time arrival information display at entrances (multi-family, condominium) 3.2 Transit fare incentives

BASIC 3.2.1 Offer PRESTO cards preloaded with one monthly transit pass on residence purchase/move-in, to encourage residents to use transit

BETTER 3.2.2 Offer at least one year of free monthly transit passes on residence purchase/move-in 3.3 Enhanced public transit service

BETTER 3.3.1 Contract with OC Transpo to provide early transit services until regular services are warranted by occupancy levels (subdivision) 3.4 Private transit service

BETTER 3.4.1 Provide shuttle service for seniors homes or lifestyle communities (e.g. scheduled mall or supermarket runs)

4. CARSHARING & BIKESHARING 4.1 Bikeshare stations & memberships

BETTER 4.1.1 Contract with provider to install on-site bikeshare station (multi-family)

BETTER 4.1.2 Provide residents with bikeshare memberships, either free or subsidized (multi-family) 4.2 Carshare vehicles & memberships

BETTER 4.2.1 Contract with provider to install on-site carshare vehicles and promote their use by residents

BETTER 4.2.2 Provide residents with carshare memberships, either free or subsidized

5. PARKING 5.1 Priced parking

BASIC 5.1.1 Unbundle parking cost from purchase price (condominium)

BASIC 5.1.2 Unbundle parking cost from monthly rent (multi-family)

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6. TDM MARKETING & COMMUNICATIONS 6.1 Multimodal travel information

BASIC 6.1.1 Provide a multimodal travel option information package to new residents 6.2 Personalized trip planning

BETTER 6.2.1 Offer personalized trip planning to new residents

APPENDIX G MMLOS: INTERSECTIONS

APPENDIX H SYNCHRO RESULTS: EXISTING CONDITIONS

Lanes, Volumes, Timings 300 Tremblay Existing AM 1: Belfast & Tremblay

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 149 32 139 18 99 36 119 269 9 17 244 68 Future Volume (vph) 149 32 139 18 99 36 119 269 9 17 244 68 Satd. Flow (prot) 1695 1527 0 1695 1702 0 1695 1775 0 1695 1713 0 Flt Permitted 0.671 0.649 0.357 0.589 Satd. Flow (perm) 1195 1527 0 1150 1702 0 634 1775 0 1051 1713 0 Satd. Flow (RTOR) 139 23 3 18 Lane Group Flow (vph) 149 171 0 18 135 0 119 278 0 17 312 0 Turn Type Perm NA Perm NA pm+pt NA Perm NA Protected Phases 2 6 3 8 4 Permitted Phases 2684 Detector Phase 2 2 6 6 3 8 4 4 Switch Phase Minimum Initial (s) 10.0 10.0 10.0 10.0 5.0 10.0 10.0 10.0 Minimum Split (s) 29.8 29.8 29.8 29.8 10.9 24.0 24.0 24.0 Total Split (s) 35.0 35.0 35.0 35.0 15.0 50.0 35.0 35.0 Total Split (%) 41.2% 41.2% 41.2% 41.2% 17.6% 58.8% 41.2% 41.2% Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 3.5 3.5 3.5 3.5 2.6 2.6 2.6 2.6 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.8 6.8 6.8 6.8 5.9 5.9 5.9 5.9 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Recall Mode None None None None None None None None Act Effct Green (s) 13.5 13.5 13.5 13.5 25.5 25.5 15.3 15.3 Actuated g/C Ratio 0.26 0.26 0.26 0.26 0.48 0.48 0.29 0.29 v/c Ratio 0.49 0.35 0.06 0.30 0.26 0.32 0.06 0.61 Control Delay 25.6 8.2 18.4 17.7 8.8 9.1 16.3 22.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 25.6 8.2 18.4 17.7 8.8 9.1 16.3 22.5 LOS CA BB AA BC Approach Delay 16.3 17.8 9.0 22.2 Approach LOS B B A C Queue Length 50th (m) 12.4 2.4 1.3 8.7 5.1 12.9 1.2 24.0 Queue Length 95th (m) 32.0 16.2 6.1 24.3 14.5 31.7 5.6 54.4 Internal Link Dist (m) 39.2 220.4 227.7 226.1 Turn Bay Length (m) 55.0 60.0 20.0 Base Capacity (vph) 686 935 660 986 503 1470 622 1022 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.22 0.18 0.03 0.14 0.24 0.19 0.03 0.31 Intersection Summary Cycle Length: 85 Actuated Cycle Length: 52.6 Natural Cycle: 65 Control Type: Semi Act-Uncoord Maximum v/c Ratio: 0.61 Intersection Signal Delay: 15.7 Intersection LOS: B Intersection Capacity Utilization 66.9% ICU Level of Service C Analysis Period (min) 15

Splits and Phases: 1: Belfast & Tremblay

Parsons Synchro 10 - Report Lanes, Volumes, Timings 300 Tremblay Existing AM 3: Train Station & Tremblay

Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 272 118 58 228 75 48 Future Volume (vph) 272 118 58 228 75 48 Satd. Flow (prot) 3390 1517 1695 3390 1695 1517 Flt Permitted 0.584 0.950 Satd. Flow (perm) 3390 1483 1041 3390 1695 1517 Satd. Flow (RTOR) 118 48 Lane Group Flow (vph) 272 118 58 228 75 48 Turn Type NA Perm Perm NA Prot Perm Protected Phases 2 6 8 Permitted Phases 2 6 8 Detector Phase 226688 Switch Phase Minimum Initial (s) 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s) 26.1 26.1 26.1 26.1 30.6 30.6 Total Split (s) 44.0 44.0 44.0 44.0 36.0 36.0 Total Split (%) 55.0% 55.0% 55.0% 55.0% 45.0% 45.0% Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.8 2.8 2.8 2.8 3.3 3.3 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.1 6.1 6.1 6.1 6.6 6.6 Lead/Lag Lead-Lag Optimize? Recall Mode None None None None None None Act Effct Green (s) 13.9 13.9 13.9 13.9 12.0 12.0 Actuated g/C Ratio 0.55 0.55 0.55 0.55 0.47 0.47 v/c Ratio 0.15 0.14 0.10 0.12 0.09 0.06 Control Delay 7.3 3.0 8.7 7.4 8.2 3.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 7.3 3.0 8.7 7.4 8.2 3.7 LOS AAAAAA Approach Delay 6.0 7.6 6.5 Approach LOS A A A Queue Length 50th (m) 5.4 0.0 2.2 4.5 2.8 0.0 Queue Length 95th (m) 10.3 5.5 6.6 8.8 7.5 3.5 Internal Link Dist (m) 225.9 238.4 27.2 Turn Bay Length (m) 45.0 45.0 Base Capacity (vph) 3390 1483 1041 3390 1592 1428 Starvation Cap Reductn 000000 Spillback Cap Reductn 000000 Storage Cap Reductn 000000 Reduced v/c Ratio 0.08 0.08 0.06 0.07 0.05 0.03 Intersection Summary Cycle Length: 80 Actuated Cycle Length: 25.3 Natural Cycle: 60 Control Type: Semi Act-Uncoord Maximum v/c Ratio: 0.15 Intersection Signal Delay: 6.7 Intersection LOS: A Intersection Capacity Utilization 40.9% ICU Level of Service A Analysis Period (min) 15

Splits and Phases: 3: Train Station & Tremblay

Parsons Synchro 10 - Report HCM 2010 TWSC 300 Tremblay Existing AM 2: Avenue L & Tremblay

Intersection Int Delay, s/veh 0.3 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 320 9 24 262 0 1 Future Vol, veh/h 320 9 24 262 0 1 Conflicting Peds, #/hr 0 77000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 2 22222 Mvmt Flow 320 9 24 262 0 1

Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 336 0 642 172 Stage 1 - - - - 332 - Stage 2 - - - - 310 - Critical Hdwy - - 4.13 - 6.63 6.93 Critical Hdwy Stg 1 - - - - 5.83 - Critical Hdwy Stg 2 - - - - 5.43 - Follow-up Hdwy - - 2.219 - 3.519 3.319 Pot Cap-1 Maneuver - - 1222 - 422 842 Stage 1 - - - - 700 - Stage 2 - - - - 743 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1215 - 410 837 Mov Cap-2 Maneuver - - - - 410 - Stage 1 - - - - 696 - Stage 2 - - - - 726 -

Approach EB WB NB HCM Control Delay, s 0 0.7 9.3 HCM LOS A

Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 837 - - 1215 - HCM Lane V/C Ratio 0.001 - - 0.02 - HCM Control Delay (s) 9.3 - - 8 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0 - - 0.1 -

Parsons Synchro 10 - Report Lanes, Volumes, Timings 300 Tremblay Existing PM 1: Belfast & Tremblay

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 161 54 169 20 62 34 154 397 20 23 358 72 Future Volume (vph) 161 54 169 20 62 34 154 397 20 23 358 72 Satd. Flow (prot) 1695 1532 0 1695 1673 0 1695 1769 0 1695 1727 0 Flt Permitted 0.695 0.593 0.296 0.518 Satd. Flow (perm) 1233 1532 0 1044 1673 0 525 1769 0 919 1727 0 Satd. Flow (RTOR) 157 27 3 12 Lane Group Flow (vph) 161 223 0 20 96 0 154 417 0 23 430 0 Turn Type Perm NA Perm NA pm+pt NA pm+pt NA Protected Phases 2 6 3 8 7 4 Permitted Phases 2684 Detector Phase 2 2 6 6 3 8 7 4 Switch Phase Minimum Initial (s) 10.0 10.0 10.0 10.0 5.0 10.0 5.0 10.0 Minimum Split (s) 29.8 29.8 29.8 29.8 10.9 24.0 15.9 24.0 Total Split (s) 35.0 35.0 35.0 35.0 20.0 45.0 20.0 45.0 Total Split (%) 35.0% 35.0% 35.0% 35.0% 20.0% 45.0% 20.0% 45.0% Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 3.5 3.5 3.5 3.5 2.6 2.6 2.6 2.6 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.8 6.8 6.8 6.8 5.9 5.9 5.9 5.9 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None None None None None None None None Act Effct Green (s) 14.9 14.9 14.9 14.9 35.3 31.9 27.4 21.2 Actuated g/C Ratio 0.23 0.23 0.23 0.23 0.55 0.50 0.43 0.33 v/c Ratio 0.56 0.47 0.08 0.23 0.35 0.47 0.05 0.75 Control Delay 32.4 11.9 23.2 18.7 9.6 15.2 7.9 27.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 32.4 11.9 23.2 18.7 9.6 15.2 7.9 27.9 LOS CB CB AB AC Approach Delay 20.5 19.4 13.7 26.9 Approach LOS C B B C Queue Length 50th (m) 16.0 6.0 1.8 6.2 7.3 23.5 1.0 40.3 Queue Length 95th (m) 42.2 27.2 8.0 20.9 19.7 76.7 4.5 88.0 Internal Link Dist (m) 39.2 220.4 227.7 226.1 Turn Bay Length (m) 55.0 60.0 20.0 Base Capacity (vph) 569 792 482 787 564 1137 683 1110 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.28 0.28 0.04 0.12 0.27 0.37 0.03 0.39 Intersection Summary Cycle Length: 100 Actuated Cycle Length: 64.2 Natural Cycle: 70 Control Type: Semi Act-Uncoord Maximum v/c Ratio: 0.75 Intersection Signal Delay: 19.7 Intersection LOS: B Intersection Capacity Utilization 66.8% ICU Level of Service C Analysis Period (min) 15

Splits and Phases: 1: Belfast & Tremblay

Parsons Synchro 10 - Report Lanes, Volumes, Timings 300 Tremblay Existing PM 3: Train Station & Tremblay

Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 273 164 55 255 146 89 Future Volume (vph) 273 164 55 255 146 89 Satd. Flow (prot) 3390 1517 1695 3390 1695 1517 Flt Permitted 0.584 0.950 Satd. Flow (perm) 3390 1481 1040 3390 1692 1517 Satd. Flow (RTOR) 164 89 Lane Group Flow (vph) 273 164 55 255 146 89 Turn Type NA Perm Perm NA Prot Perm Protected Phases 2 6 8 Permitted Phases 2 6 8 Detector Phase 226688 Switch Phase Minimum Initial (s) 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s) 26.1 26.1 26.1 26.1 30.6 30.6 Total Split (s) 34.0 34.0 34.0 34.0 36.0 36.0 Total Split (%) 48.6% 48.6% 48.6% 48.6% 51.4% 51.4% Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.8 2.8 2.8 2.8 3.3 3.3 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.1 6.1 6.1 6.1 6.6 6.6 Lead/Lag Lead-Lag Optimize? Recall Mode None None None None None None Act Effct Green (s) 12.4 12.4 12.4 12.4 12.4 12.4 Actuated g/C Ratio 0.44 0.44 0.44 0.44 0.44 0.44 v/c Ratio 0.18 0.22 0.12 0.17 0.20 0.12 Control Delay 8.6 3.1 9.4 8.6 9.7 3.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 8.6 3.1 9.4 8.6 9.7 3.3 LOS AAAAAA Approach Delay 6.5 8.8 7.3 Approach LOS A A A Queue Length 50th (m) 5.5 0.0 2.1 5.1 5.6 0.0 Queue Length 95th (m) 10.6 6.7 6.6 10.0 13.4 4.9 Internal Link Dist (m) 225.9 238.4 27.2 Turn Bay Length (m) 45.0 45.0 Base Capacity (vph) 2974 1319 912 2974 1548 1393 Starvation Cap Reductn 000000 Spillback Cap Reductn 000000 Storage Cap Reductn 000000 Reduced v/c Ratio 0.09 0.12 0.06 0.09 0.09 0.06 Intersection Summary Cycle Length: 70 Actuated Cycle Length: 28.4 Natural Cycle: 60 Control Type: Semi Act-Uncoord Maximum v/c Ratio: 0.22 Intersection Signal Delay: 7.4 Intersection LOS: A Intersection Capacity Utilization 41.4% ICU Level of Service A Analysis Period (min) 15

Splits and Phases: 3: Train Station & Tremblay

Parsons Synchro 10 - Report HCM 2010 TWSC 300 Tremblay Existing PM 2: Avenue L & Tremblay

Intersection Int Delay, s/veh 0.8 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 362 0 3 285 22 22 Future Vol, veh/h 362 0 3 285 22 22 Conflicting Peds, #/hr 0 13 13 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 2 22222 Mvmt Flow 362 0 3 285 22 22

Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 375 0 666 194 Stage 1 - - - - 375 - Stage 2 - - - - 291 - Critical Hdwy - - 4.13 - 6.63 6.93 Critical Hdwy Stg 1 - - - - 5.83 - Critical Hdwy Stg 2 - - - - 5.43 - Follow-up Hdwy - - 2.219 - 3.519 3.319 Pot Cap-1 Maneuver - - 1182 - 408 815 Stage 1 - - - - 666 - Stage 2 - - - - 758 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1169 - 402 806 Mov Cap-2 Maneuver - - - - 402 - Stage 1 - - - - 659 - Stage 2 - - - - 756 -

Approach EB WB NB HCM Control Delay, s 0 0.1 12.3 HCM LOS B

Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 536 - - 1169 - HCM Lane V/C Ratio 0.082 - - 0.003 - HCM Control Delay (s) 12.3 - - 8.1 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0.3 - - 0 -

Parsons Synchro 10 - Report