Transportation Impact Assessment Planning

Engineering

Land / Site Development

Municipal Infrastructure Proposed High-Rise Residential Environmental / Water Resources and Care Facility Traffic / Transportation 1705 Carling Avenue, Ottawa Structural Recreational Transportation Impact Assessment Planning

Land / Site Development

Planning Application Management Municipal Planning Documents & Studies Expert Witness (OMB) Wireless Industry

Landscape Architecture

Urban Design & Streetscapes

Open Space, Parks & Recreation Planning Community & Residential Developments Commercial & Institutional Sites Environmental Restoration

Proposed High-Rise Residential and Care Facility 1705 Carling Avenue

Transportation Impact Assessment

Prepared By:

NOVATECH Suite 200, 240 Michael Cowpland Drive Ottawa, Ontario K2M 1P6

April 2020

Novatech File: 120010 Ref: R-2020-022

April 17, 2020

City of Ottawa Planning and Growth Management Department 110 Laurier Ave. W., 4th Floor, Ottawa, Ontario K1P 1J1

Attention: Mr. Mike Giampa Senior Engineer, Infrastructure Applications

Dear Mr. Giampa:

Reference: 1705 Carling Avenue Transportation Impact Assessment Novatech File No. 112010

We are pleased to submit the following Transportation Impact Assessment (TIA) in support of Zoning By-Law Amendment and Site Plan Control applications for 1705 Carling Avenue, for your review and signoff. The structure and format of this report is in accordance with the City of Ottawa Transportation Impact Assessment Guidelines (June 2017).

If you have any questions or comments regarding this report, please feel free to contact Jennifer Luong, or the undersigned.

Yours truly,

NOVATECH

Joshua Audia, B.Sc. E.I.T. | Transportation/Traffic

M:\2020\120010\DATA\REPORTS\TRAFFIC\120010 - TIA.DOCX

Suite 200, 240 Michael Cowpland Drive, Ottawa ON K2M 1P6 Tel: 613.254.9643 Fax: 613.254.5867 www.novatech-eng.com

TIA Plan Reports

On 14 June 2017, the Council of the City of Ottawa adopted new Transportation Impact Assessment (TIA) Guidelines. In adopting the guidelines, Council established a requirement for those preparing and delivering transportation impact assessments and reports to sign a letter of certification.

Individuals submitting TIA reports will be responsible for all aspects of development-related transportation assessment and reporting, and undertaking such work, in accordance and compliance with the City of Ottawa’s Official Plan, the Transportation Master Plan and the Transportation Impact Assessment (2017) Guidelines.

By submitting the attached TIA report (and any associated documents) and signing this document, the individual acknowledges that s/he meets the four criteria listed below.

CERTIFICATION

1. I have reviewed and have a sound understanding of the objectives, needs and requirements of the City of Ottawa’s Official Plan, Transportation Master Plan and the Transportation Impact Assessment (2017) Guidelines; 2. I have a sound knowledge of industry standard practice with respect to the preparation of transportation impact assessment reports, including multi modal level of service review; 3. I have substantial experience (more than 5 years) in undertaking and delivering transportation impact studies (analysis, reporting and geometric design) with strong background knowledge in transportation planning, engineering or traffic operations; and 4. I am either a licensed1 or registered2 professional in good standing, whose field of expertise [check √ appropriate field(s)] is either transportation engineering  or transportation planning .

1,2 License of registration body that oversees the profession is required to have a code of conduct and ethics guidelines that will ensure appropriate conduct and representation for transportation planning and/or transportation engineering works.

City Of Ottawa Ville d'Ottawa Infrastructure Services and Community Services d 'infrastructure et Viabilité des Sustainability collectivités Planning and Growth Management Urbanisme et Gestion de la croissance 110 Laurier Avenue West, 4th fl. 110, avenue Laurier Ouest Ottawa, ON K1P 1J1 Ottawa (Ontario) K1P 1J1 Tel. : 613-580-2424 Tél. : 613-580-2424 Fax: 613-560-6006 Télécopieur: 613-560-6006

Dated at ____Ottawa____ this __17th__ day of ______April______, 2020. (City)

Name: ______Greg MacDonald, P.Eng.______(Please Print)

Professional Title: __Director, Land Development & Public Sector Infrastructure__

______Signature of Individual certifier that s/he meets the above four criteria

Office Contact Information (Please Print) Address: 240 Michael Cowpland Drive, Suite 200

City / Postal Code: Ottawa, ON, K2M 1P6

Telephone / Extension: 613-254-9643 x 279

E-Mail Address: [email protected]

TIS REPORTS-PreQualification Letter/rc

Transportation Impact Assessment 1705 Carling Avenue

TABLE OF CONTENTS EXECUTIVE SUMMARY ...... I 1.0 INTRODUCTION ...... 1 2.0 PROPOSED DEVELOPMENT ...... 2 3.0 SCREENING ...... 2 3.1 SCREENING FORM ...... 2 4.0 SCOPING ...... 3 4.1 EXISTING CONDITIONS ...... 3 4.1.1 Roadways ...... 3 4.1.2 Intersections ...... 4 4.1.3 Driveways ...... 4 4.1.4 Pedestrian and Cycling Facilities ...... 5 4.1.5 Area Traffic Management ...... 5 4.1.6 Transit ...... 5 4.1.7 Existing Traffic Volumes ...... 6 4.1.8 Collision Records ...... 7 4.2 PLANNED CONDITIONS ...... 9 4.3 STUDY AREA AND TIME PERIODS ...... 9 4.4 EXEMPTIONS REVIEW ...... 10 5.0 FORECASTING ...... 10 5.1 TRIP GENERATION ...... 10 5.2 TRIP DISTRIBUTION ...... 13 5.3 TRIP ASSIGNMENT ...... 13 5.4 OTHER AREA DEVELOPMENT ...... 14 5.5 GENERAL BACKGROUND GROWTH RATE ...... 14 6.0 ANALYSIS ...... 19 6.1 DEVELOPMENT DESIGN ...... 19 6.1.1 Design for Sustainable Modes ...... 19 6.1.2 Circulation and Access ...... 19 6.2 PARKING ...... 19 6.3 BOUNDARY STREETS ...... 21 6.3.1 Pedestrian Level of Service (PLOS) ...... 21 6.3.2 Bicycle Level of Service (BLOS) ...... 21 6.3.3 Transit Level of Service (TLOS) ...... 21 6.3.4 Truck Level of Service (TkLOS) ...... 22 6.3.5 Vehicular Level of Service (Auto LOS) ...... 22 6.3.6 Segment MMLOS Summary ...... 22 6.4 ACCESS DESIGN ...... 23 6.5 TRANSPORTATION DEMAND MANAGEMENT ...... 24 6.6 TRANSIT ...... 24 7.0 CONCLUSIONS AND RECOMMENDATIONS ...... 24

Novatech Page i

Transportation Impact Assessment 1705 Carling Avenue

Figures Figure 1: View of the Subject Site ...... 1 Figure 2: OC Transpo Bus Stop Locations ...... 6 Figure 3: Carling Avenue Transit Priority Measures ...... 10 Figure 4: Existing Site-Generated Traffic Volumes ...... 15 Figure 5: Proposed Site-Generated Traffic Volumes ...... 15 Figure 6: Net Site-Generated Traffic Volumes ...... 16 Figure 7: Other Area Development-Generated Traffic Volumes ...... 16 Figure 8: 2024 Background Traffic Volumes ...... 17 Figure 9: 2029 Background Traffic Volumes ...... 17 Figure 10: 2024 Total Traffic Volumes ...... 18 Figure 11: 2029 Total Traffic Volumes ...... 18

Tables Table 1: Reported Collisions ...... 7 Table 2: Proposed Person Trip Generation, Existing and Proposed Development (ITE) ...... 11 Table 3: Proposed Vehicle Trip Generation, High-Rise Apartments (TRANS) ...... 11 Table 4: Person Trip Generation Comparison, High-Rise Apartments (TRANS vs ITE) ...... 11 Table 5: Person Trips by Modal Share ...... 12 Table 6: Parking Requirements Per Zoning By-Law ...... 20 Table 7: PLOS Segment Analysis ...... 21 Table 8: Segment BLOS Analysis ...... 21 Table 9: Segment TLOS Analysis ...... 22 Table 10: TkLOS Segment Analysis ...... 22 Table 11: Auto LOS Segment Analysis ...... 22

Appendices Appendix A: Conceptual Site Plan Appendix B: TIA Screening Form Appendix C: OC Transpo Route Maps Appendix D: Traffic Count Data Appendix E: Collision Records Appendix F: Strategic Long-Range Model Appendix G: Other Area Developments Appendix H: TDM Checklists

Novatech Page ii

Transportation Impact Assessment 1705 Carling Avenue

EXECUTIVE SUMMARY

This Transportation Impact Assessment has been prepared in support of a proposed redevelopment of the property located at 1705 Carling Avenue. The subject site is currently occupied by an 80-unit motel, a 3,500 ft2 restaurant, and one residence at the back of the property. The proposed redevelopment will include a 9-storey retirement home facility with 160 units and a 22-storey residential high-rise with 194 units.

The proposed redevelopment will include 19 surface parking spaces, as well as separate underground parking areas for the two buildings. A total of 47 underground parking spaces on two levels will be provided for the retirement residences. A total of 187 underground parking spaces on two levels will be provided for the residential high-rise. The proposed redevelopment will include a single right-in/right-out (RIRO) access to Carling Avenue. Lay-bys within the site are proposed for drop-offs and pick-ups to both buildings.

The study area for this report includes the boundary street Carling Avenue, as well as the signalized intersections at Carling Avenue/Broadview Avenue and Carling Avenue/Cole Avenue/Clyde Avenue.

The selected time periods for the analysis are the weekday AM and PM peak hours, as they represent the ‘worst case’ combination of site generated traffic and adjacent street traffic. Anticipated parking requirements will also be reviewed for the subject site. The proposed redevelopment is expected to be completed in a single phase by the year 2024.

The conclusions and recommendations of this TIA can be summarized as follows:

Forecasting • The net increase in trips generated by the proposed redevelopment is approximately 55 person trips in the AM and PM peak hours, which includes a increase of approximately 24 vehicle trips in the AM peak hour and 23 vehicle trips in the PM peak hour.

Development Design and Parking • Pedestrian facilities will be provided between the proposed building entrances and the drop- off/pick-up and parking areas, as well as a connection to the sidewalk along Carling Avenue. Sidewalks will be depressed and continuous across the right-in/right-out access, in accordance with City standards.

• Fifteen surface bicycle parking spaces will be provided for each proposed building, with the remainder in secure areas on the first level of the underground garage.

• All required TDM-supportive design and infrastructure measures in the TDM checklist are met.

• Garbage collection will occur within the underground garage. A loading space is proposed at the northeast corner of the retirement home facility.

• The fire route for the proposed development is curbside along Carling Avenue.

• The minimum vehicle and bicycle parking requirements as outlined in the ZBL will be met by the proposed parking allocated for each use. A total of 66 vehicle and 40 bicycle parking

Novatech Page I

Transportation Impact Assessment 1705 Carling Avenue

spaces will be provided for the retirement residences. A total of 187 vehicle and 97 bicycle parking spaces will be provided for the high-rise apartments.

• The minimum accessible parking space requirements will be met, with three accessible spaces proposed for the retirement residences and seven accessible spaces proposed for the high-rise apartments.

Boundary Streets • Between Broadview Avenue and Cole Avenue/Clyde Avenue, Carling Avenue does not meet the target PLOS, BLOS, or TLOS. Carling Avenue does meet the target TkLOS and Auto LOS.

• The Rapid Transit and Transit Priority Network identifies Carling Avenue as having at-grade LRT in its Network Concept and continuous transit lanes in its Affordable Network. While these improvements to the transit network are being implemented, there may be opportunities to improve the pedestrian and bicycle levels of services as well, as discussed further below.

• Per Exhibit 4 of the MMLOS guidelines, the PLOS of Carling Avenue can be improved to PLOS D by implementing sidewalks with a minimum width of 2.0m and a minimum sidewalk boulevard width of 2.0m.

• Per Exhibit 11 of the MMLOS guidelines, the BLOS of Carling Avenue can be improved to a BLOS A by implementing a cycle track or other physically separated bikeway. The Ontario Traffic Manual – Book 18 identifies separated bicycle facilities as most appropriate for Carling Avenue, given the high operating speed and daily traffic volumes. In the absence of any planned facilities to the east and west of the site, there is no benefit in implementing a separated facility across the site’s frontage.

• The City has identified transit improvements to Carling Avenue, including dedicated bus lanes on Carling Avenue. This measure will improve the TLOS beyond the target TLOS D.

Access Design • The proposed redevelopment will be served by a right-in/right-out driveway at approximately the centre of the subject site’s frontage to Carling Avenue, measuring 6.7m in width at the property line.

• Section 25 (c) of the Private Approach By-Law identifies a maximum width requirement of 9m for two-way accesses. This requirement is met by the proposed driveway.

• Section 107 (1)(a)(ii) of the ZBL identifies a minimum width requirement of 6.7m for a double traffic lane leading to a parking lot or garage. Section 107 (1)(a)(iii) of the ZBL identifies a maximum width requirement of 6.7m for internal drive aisles serving a parking garage for apartment dwellings. These requirements are met.

• Section 25 (m)(ii) of the Private Approach By-Law identifies a minimum distance requirement of 45m between the private approach and the nearest intersecting street line. This requirement is met by the proposed driveway.

Novatech Page II

Transportation Impact Assessment 1705 Carling Avenue

• Section 25 (p) of the Private Approach By-Law identifies a minimum distance requirement of 3m between the nearest edge of the private approach and the property line, as measured at the street line. This requirement is met by the proposed driveway.

Transportation Demand Management • The following measures will be implemented upon buildout of the proposed retirement residences: o Unbundle parking cost from purchase price (condominiums); o Unbundle parking cost from monthly rent (multi-family).

Transit • The proposed redevelopment is projected to generate an additional 11 transit trips in both the AM and PM peak hours. No capacity problems are anticipated on OC Transpo routes 50 and 85.

• Based on the foregoing, the proposed redevelopment is recommended from a transportation perspective.

Novatech Page III

Transportation Impact Assessment 1705 Carling Avenue

1.0 INTRODUCTION

This Transportation Impact Assessment (TIA) has been prepared in support of a proposed residential high-rise and care facility at 1705 Carling Avenue. The subject site is currently occupied by an 80- unit motel, a 3,500 ft2 restaurant and one residence at the back of the property. The proposed redevelopment will include a 9-storey retirement home facility with 160 units, a 22-storey residential high-rise with 194 units, and a combination of surface and underground parking.

The 0.92-hectare subject site is midblock on the north side of Carling Avenue, between Cole Avenue and Highland Avenue, and is surrounded by the following:

• Tillbury Avenue to the north; • Low-rise apartments to the east; • Carling Avenue to the south; and • Commercial and residential properties to the west.

A view of the subject site is provided in Figure 1.

Figure 1: View of the Subject Site

TILLBURY AVENUE

1705 CARLING

Novatech Page 1

Transportation Impact Assessment 1705 Carling Avenue

2.0 PROPOSED DEVELOPMENT

A previous site plan application was approved in December 2018 (SP D07-18-0062), which involved replacing the existing land uses with a 9-storey residential care facility containing 198 units, and a dedicated municipal parkette at the northwest corner of the site. This new application proposes to include a 9-storey retirement home facility containing 160 units and a 22-storey high-rise residential building containing 194 units. This results in a decrease of 38 retirement home units and an addition of 194 residential units. The dedicated municipal parkette at the northwest corner remains as part of this application.

The proposed redevelopment will include 19 surface parking spaces for the retirement residences, as well as separate underground parking areas for both buildings. A total of 47 underground parking spaces on two levels will be provided for the retirement residences. A total of 187 underground parking spaces on two levels will be provided for the residential high-rise.

The proposed redevelopment will include a single right-in/right-out (RIRO) access to Carling Avenue. Lay-bys within the site are proposed for drop-offs and pick-ups to both buildings.

Construction of the proposed redevelopment is anticipated to be completed in a single phase by 2024. A copy of the conceptual site plan is included in Appendix A.

3.0 SCREENING

3.1 Screening Form

The City’s 2017 TIA Guidelines identify three triggers for completing a TIA report, including trip generation, location, and safety. The criteria for each trigger are outlined in the City’s TIA Screening Form. A copy of the TIA Screening Form is included in Appendix B.

The trigger results are as follows:

• Trip Generation Trigger – The development is not expected to generate an additional 60 person trips during the weekday AM and PM peak hours. Further assessment is not required based on this trigger.

• Location Triggers – The development is located along Carling Avenue, which is designated as a Transit Priority route in the City’s Affordable Plan, a Rapid Transit route in the City’s Network Concept, and a Spine Cycling Route in the City’s Cycling Network. It is also located in a Design Priority Area. Further assessment is required based on this trigger.

• Safety Triggers – The proposed access is within 150 metres of the signalized intersection at Carling Avenue/Cole Avenue/Clyde Avenue. Further assessment is required based on this trigger.

Novatech Page 2

Transportation Impact Assessment 1705 Carling Avenue

4.0 SCOPING

4.1 Existing Conditions

4.1.1 Roadways

Carling Avenue is an arterial roadway that generally runs on an east-west alignment between March Road in Kanata and Bronson Avenue. It has a six-lane divided urban cross-section, sidewalks on both sides of the roadway, and a posted speed limit of 60 km/h. Carling Avenue is classified as an urban truck route, allowing full loads. Street parking is not permitted. The right-of-way (ROW) at the subject site is currently 30m. The City of Ottawa’s Official Plan identifies a ROW protection for Carling Avenue of 44.5m throughout the entire study area.

Broadview Avenue is a collector roadway that generally runs on a north-south alignment between Richmond Road and Carling Avenue. It continues as a local roadway south of Carling Avenue until it meets Ernest Avenue. It has a two-lane undivided urban cross-section, with sidewalks on both sides of the roadway north of Carling Avenue near the subject site. Broadview Avenue has a posted speed limit of 40 km/h north of Carling Avenue and an unposted speed limit of 50 km/h south of Carling Avenue. North of Carling Avenue, traffic calming devices have been installed, specifically flex posts in the school zone for Notre Dame High School and curb extensions at a number of all- way stop-controlled intersections. Broadview Avenue is not classified as a truck route. North of Carling Avenue, street parking is not permitted between 8:00 AM and 5:00 PM on weekdays. South of Carling Avenue, street parking is only permitted on the east side of Broadview Avenue.

Clyde Avenue is a local roadway that runs on a north-south alignment between Carling Avenue and Maitland Avenue. It is discontinuous south of the Queensway overpass. Going north through the intersection with Carling Avenue, Clyde Avenue becomes Cole Avenue. Near Carling Avenue, it has a two-lane undivided urban cross-section, sidewalks on the east side, and an unposted speed limit of 50 km/h. Clyde Avenue is classified as a truck route, allowing full loads. Street parking is not permitted.

Cole Avenue is a local roadway that runs on a north-south alignment between Dovercourt Avenue and Carling Avenue. Going south through the intersection with Carling Avenue, Cole Avenue becomes Clyde Avenue. At 150m north of the intersection with Carling Avenue, Cole Avenue comes to a T-intersection with Roosevelt Avenue. Cole Avenue continues west at this T until turning north again towards Dovercourt Avenue, while Roosevelt Avenue heads east and then north. It has a two- lane undivided urban cross-section, and sidewalks on both sides of the roadway south of Tillbury Avenue. North of Tillbury Avenue, sidewalks are only on the east side. The posted speed limit is 40 km/h. Cole Avenue is not classified as a truck route. Parking is not permitted between Tillbury Avenue and Carling Avenue, but is fully permitted north of Tillbury Avenue.

Tillbury Avenue is a local roadway that runs on an east-west alignment between Wavell Avenue and Churchill Avenue North. At the north end of the subject site, Tillbury Avenue is discontinuous where only pedestrians and cyclists can pass through a gap in the guardrails. It has a two-lane undivided urban cross-section, and no sidewalks except for east of Cole Avenue. The roadway has an unposted speed limit of 50 km/h. Tillbury Avenue is not classified as a truck route. Parking is not permitted between 8:00 AM and 4:00 PM on weekdays.

Novatech Page 3

Transportation Impact Assessment 1705 Carling Avenue

4.1.2 Intersections

Carling Avenue/Broadview Avenue

• Signalized intersection • Northbound/Southbound: one shared through/ right turn lane and one left turn lane • Eastbound/Westbound: one shared through/ right turn lane, two through lanes, and one left turn lane • Priority pavement markings at the northbound/ southbound crosswalks

Carling Avenue/Cole Avenue/Clyde Avenue

• Signalized intersection • Northbound: one right turn lane, one through lane, and one left turn lane • Southbound: one shared through/right turn lane and one left turn lane • Eastbound/Westbound: one shared through/ right turn lane, two through lanes, and one left turn lane

4.1.3 Driveways

In accordance with the City’s 2017 TIA guidelines, a review of adjacent driveways along the boundary roads are provided as follows:

Carling Avenue, North Side: Carling Avenue, South Side: • 4 driveways to businesses at 1723, • 6 driveways to businesses at 1688, 1755, 1767 & 1775 Carling Avenue 1696, 1702, 1754, 1762, 1766, 1772, • 1 driveway to a residence at 1765 1778 & 1784 Carling Avenue Carling Avenue • 2 driveways to a low-rise apartment complex at 1691, 1695, 1699 & 1703 Carling Avenue, 748 Cole Avenue, and 426 & 432 Tillbury Avenue

Novatech Page 4

Transportation Impact Assessment 1705 Carling Avenue

Tillbury Avenue, North Side: Tillbury Avenue, South Side: • 7 driveways to residences at 423, 425, • 3 driveways to a low-rise apartment 431, 433, 435 & 437 Tillbury Avenue, complex at 1691, 1695, 1699 & 1703 and 729 Golden Avenue Carling Avenue, 748 Cole Avenue, and 426 & 432 Tillbury Avenue

4.1.4 Pedestrian and Cycling Facilities

Concrete sidewalks are provided on both sides of Carling Avenue, Broadview Avenue, and Cole Avenue between Carling Avenue and Tillbury Avenue. Concrete sidewalks are provided on the east side of Clyde Avenue.

Carling Avenue is classified as a Spine Cycling Route. There are no designated cycling facilities. Cole Avenue south of Roosevelt Avenue and Clyde Avenue are designated as local cycling routes.

4.1.5 Area Traffic Management

There are no Area Traffic Management (ATM) studies within the study area that have been completed, or are currently in progress.

4.1.6 Transit

The nearest bus stops to the subject site are as follows:

Carling Avenue/Clyde Avenue North • Stop #0350 – for route 50 (located on the west side of Clyde Avenue, approximately 30m south of Carling Avenue) • Stop #4908 – for routes 50 and 85 (located on the south side of Carling Avenue, approximately 50m east of Clyde Avenue)

Carling Avenue/Cole Avenue South • Stop #7479 – for route 85 (located on the north side of Carling Avenue, approximately 80m west of Cole Avenue)

Carling Avenue/Highland Avenue • Stop #7480 – for route 85 (located at the northeast corner)

Carling Avenue/Boyd Avenue • Stop #7481 – for route 85 (located at the southwest corner)

These bus stop locations are shown in Figure 2. OC Transpo route maps and a copy of the system map are included in Appendix C.

Novatech Page 5

Transportation Impact Assessment 1705 Carling Avenue

Figure 2: OC Transpo Bus Stop Locations

TILLBURY AVENUE

1705 #4908 CARLING #7479

#0350

#7480

#7481

OC Transpo Route 50 travels from Tunney’s Pasture to Lincoln Fields. On weekdays, the route operates every 15 minutes between 3:30pm and 7:00pm, and every 30 minutes from 7:00am-3:30pm and 7:00pm-9:30pm. On Saturdays, the route operates every 30 minutes between 9:00am and 7:00pm. It does not operate on Sundays.

OC Transpo Route 85 travels from Lees to Bayshore. On weekdays, the route operates every 10 minutes from 8:00am-10:00am and 11:00am-1:00pm, every 15 minutes from 6:00am-8:00am and 1:00pm-7:00pm, every 20 minutes from 7:00pm-12:00am, and every 30 minutes from 4:30am- 8:00am.

4.1.7 Existing Traffic Volumes

Weekday traffic counts completed by the City of Ottawa were used to determine the existing pedestrian, cyclist and vehicular traffic volumes at the study area intersections. The traffic counts were completed on the following dates:

• Carling Avenue/Broadview Avenue April 20, 2017 • Carling Avenue/Cole Avenue/Clyde Avenue January 27, 2016

Novatech Page 6

Transportation Impact Assessment 1705 Carling Avenue

The average annual daily traffic (AADT) of Carling Avenue east of Broadview Avenue is approximately 29,330 vehicles per day.

Traffic count data is included in Appendix D. Traffic, cyclist, and pedestrian volumes within the study area are shown in Figure 3.

Figure 3: Existing Traffic Volumes

COLE

160(67)

20(23)

135(150)

35(22)

63(54) 66(62) 0(0) 0(0)

119(67) 26(46) 0(1) 0(1) 30(27) 6(19) 490(1938) 510(1666) 53(45) 197(216) 4(20)

CARLING 46(12) 8(8)

98(32)

13(16) 39(16) 11(23) 17(20) 186(71) 60(74) 1497(717) 46(16) 1481(590) 6(13)

104(31) 0(1)

2(2) 1(0)

0(1) 0(1)

72(33)

24(35)

51(87)

112(181)

147(155) 121(126)

LEGEND CLYDE BROADVIEW xx AM Peak Hour (veh/h) (yy) PM Peak Hour (veh/h) Signalized Intersection Unsignalized Intersection Pedestrian Movement (ped/h) Cyclist Movement (cyc/h)

4.1.8 Collision Records

Historical collision data from the last five years was obtained from the City’s Public Works and Service Department for the study area intersections. Copies of the collision summary reports are included in Appendix E.

The collision data has been evaluated to determine if there are any identifiable collision patterns. The following Table 1 summarizes the number of collisions at each intersection and roadway segment from January 1, 2014 to December 31, 2018.

Table 1: Reported Collisions Segment Number of Reported Collisions Carling Avenue/Broadview Avenue 52 Carling Avenue/Cole Avenue/Clyde Avenue 55 Carling Avenue between Broadview Avenue & Cole Avenue 7

Novatech Page 7

Transportation Impact Assessment 1705 Carling Avenue

Carling Avenue/Broadview Avenue A total of 52 collisions were reported at this intersection over the last five years, of which there were 14 rear-end impacts, 23 turning movement impacts, seven sideswipe impacts, five angle impacts, and three single-vehicle/other impacts. Thirteen of the collisions caused injuries, but none caused fatalities. Eleven of the collisions occurred in poor driving conditions.

Of the 14 rear-end impacts, one occurred at the northbound approach, seven occurred at the eastbound approach (one left turn and six through vehicle incidents), and six occurred at the westbound approach. For eastbound drivers, approaches to a former Petro-Canada gas station and Tim Hortons are immediately after the intersection. These driveways may have been a factor for the eastbound rear-end impacts. High through traffic volumes in both directions on Carling Avenue are likely factors in westbound and eastbound rear-end impacts. Street level photography shows the gas station was removed between May 2016 and August 2017.

Of the 23 turning movement impacts, one involved a left turn at the northbound approach, one involved a left turn at the southbound approach, 13 involved a left turn at the eastbound approach, and eight involved a left turn at the westbound approach. Eastbound and westbound vehicles that wish to turn left have a protected and permitted turn phase. Given the traffic volumes of Carling Avenue, heavy oncoming traffic is likely a factor in these collisions.

Of the seven sideswipe impacts, one occurred at the southbound approach, four occurred at the eastbound approach, and two occurred at the westbound approach.

Carling Avenue/Cole Avenue/Clyde Avenue A total of 55 collisions were reported at this intersection over the last five years, of which there were seven rear-end impacts, 29 turning movement impacts, 11 sideswipe impacts, three angle impacts, and five single-vehicle/other impacts. Thirteen of the collisions caused injuries, but none caused fatalities. Fourteen of the collisions occurred in poor driving conditions.

Of the seven rear-end impacts, one occurred at the northbound approach, one occurred at the southbound approach, one occurred at the eastbound approach, and four occurred at the westbound approach.

Of the 29 turning movement impacts, three involved turns at the northbound approach (three left turns), three involved turns at the southbound approach (two left turns and one right turn), 13 involved turns at the eastbound approach (ten left turns and three U-turns), and ten involved turns at the westbound approach (nine left turns and one U-turn).

In a previous application for the subject site, City staff had expressed concerns about the safety of westbound and eastbound U-turns at this intersection. The collision data shows four U-turn incidents in the past five years, equating to one incident every 15 months. Currently, eastbound and westbound drivers intending to make a U-turn can do so during a protected and permitted left turn phase.

Ontario Traffic Manual (OTM) Book 12 – Traffic Signals provides guidelines on determining the type of left turn phase. The OTM suggests consideration should be given to providing a fully protected left-turn phase where:

• Geometric or visibility problems exist at the intersection, or there is a historical pattern involving left-turning vehicles;

Novatech Page 8

Transportation Impact Assessment 1705 Carling Avenue

• Capacity analysis indicates that dual left turn lanes are required; or • The opposing traffic has high volumes, resulting in poor availability of gaps.

Due to the heavy traffic volumes along Carling Avenue and the collision history involving eastbound and westbound vehicles, providing a fully protected left-turn phase for the eastbound and westbound left turn movements at the Carling Avenue/Cole Avenue/Clyde Avenue intersection has been identified for the City’s consideration.

Carling Avenue between Broadview Avenue and Cole Avenue/Clyde Avenue A total of seven collisions were reported on Carling Avenue between the two intersections listed above over the last five years. In this period, there was one rear-end impact, four sideswipe impacts, and two single-vehicle/other impacts. Two of the collisions caused injuries, but none caused fatalities. Two of the seven collisions occurred in poor driving conditions.

4.2 Planned Conditions

The City of Ottawa’s 2013 TMP identifies Carling Avenue as a Design Priority Area, as well as a Transit Priority Corridor with continuous lanes as part of Ottawa’s Affordable Rapid Transit and Transit Priority Network. Between Lincoln Fields Station and Bronson Avenue, the City intends to generally reallocate the outside travel lanes in both directions to transit-exclusive lanes. Transit signal priority and queue jump lanes will also be implemented at select intersections. The preliminary functional design of the Carling Avenue Transit Priority Measures within the study area is shown in Figure 3.

The City’s 2031 Network Concept identifies Light Rail Transit in the median of Carling Avenue with at-grade crossings, between Lincoln Fields station and the Carling O-Train station.

A review of the City’s Development Application search tool identifies a nearby development application currently in the approval process. A 22-storey high-rise residential development is proposed at 1655 Carling Avenue (east of the study area), with a total of 260 dwellings. The development is anticipated to be completed in a single phase, with a buildout year of 2022.

4.3 Study Area and Time Periods

The study area for this report includes the boundary streets Carling Avenue and Tillbury Avenue, as well as the signalized intersections at Carling Avenue/Broadview Avenue and Carling Avenue/Cole Avenue/Clyde Avenue.

Novatech Page 9

Transportation Impact Assessment 1705 Carling Avenue

Figure 3: Carling Avenue Transit Priority Measures

4.4 Exemptions Review

As the trip generation trigger was not met, the Network Impact modules are typically not required for analysis. The number of trips generated by the proposed development, compared to the existing development, is shown in Section 5.1. However, the Transportation Demand Management (Module 4.5) and Transit (Module 4.7) have been included in this TIA report. Therefore, the following modules are included:

• Module 4.1: Development Design • Module 4.2: Parking • Module 4.3: Boundary Streets • Module 4.4: Access Intersections • Module 4.5: Transportation Demand Management • Module 4.7: Transit

5.0 FORECASTING

5.1 Trip Generation

The subject site is occupied by an 80-unit motel and a restaurant with 3,500 ft2 GFA. The proposed redevelopment will include 160 retirement dwellings and 194 high-rise residential dwellings. Any amenities provided on the ground floor of the proposed buildings will only be provided to the building’s residents and their guests.

All trip generation values were calculated using the ITE Trip Generation Manual, 10th Edition. To estimate the number of trips generated by the existing development, the Motel and Quality

Novatech Page 10

Transportation Impact Assessment 1705 Carling Avenue

Restaurant land use codes have been selected. To estimate the number of trips generated by the proposed redevelopment, the Multifamily Housing (High-Rise) and Congregate Care Facility land use codes have been selected. The person trips generated by the proposed redevelopment, compared to those generated by the existing development, are summarized in Table 2.

Table 2: Proposed Person Trip Generation, Existing and Proposed Development (ITE) ITE AM Peak (PPH(1)) PM Peak (PPH(1)) Land Use Units/GFA Code IN OUT TOT IN OUT TOT Existing Development Motel 320 80 units 15 25 40 22 19 41 Quality Restaurant 931 3,500 ft2 4 0 4 23 12 35 Total 19 25 44 45 31 76 Proposed Redevelopment Multifamily Housing (High-Rise) 222 194 units 21 65 86 59 37 96 Congregate Care Facility 253 160 units 8 5 13 19 16 35 Total 29 70 99 78 53 131 Difference 10 45 55 33 22 55 1. PPH = Persons Per Hour – Calculated using an ITE Trip to Person Trip factor of 1.28, consistent with the 2017 TIA Guidelines

Based on the previous table, the proposed redevelopment is anticipated to generate an additional 55 person trips during the AM and PM peak hours.

It is recognized that use of the TRANS Trip Generation Manual is preferred by the City of Ottawa to estimate the trip generation of residential development. Therefore, the estimated trip generation of the proposed high-rise residential dwellings based on TRANS rates is included below. The vehicle trip generation rates, taken from Table 6.3 of the TRANS report, correspond to High-Rise Apartments (11+ floors), in the Urban Area (inside the greenbelt). The directional split between inbound and outbound trips are based on the blended splits presented in Table 3.17 of the report. Estimates of the trips generated by the proposed high-rise dwellings are shown in Table 3. To estimate the trip generation in person trips, the rates have been divided by the auto driver share corresponding to Apartments in the Urban Area, presented in Table 3.13. A comparison of the person trip estimates of the proposed high-rise dwellings based on TRANS and ITE rates are included in Table 4.

Table 3: Proposed Vehicle Trip Generation, High-Rise Apartments (TRANS) AM Peak (PPH) PM Peak (PPH) Land Use TRANS Rate Units IN OUT TOT IN OUT TOT High-Rise Apartment AM: 0.24 194 units 11 36 47 32 20 52 (11+ floors) PM: 0.27

Table 4: Person Trip Generation Comparison, High-Rise Apartments (TRANS vs ITE) TRANS AM Peak (PPH) PM Peak (PPH) Land Use (TRANS) Units Auto Share IN OUT TOT IN OUT TOT High-Rise Apartment AM: 37% 194 units 30 96 126 82 50 132 (11+ floors) PM: 40% AM Peak (PPH) PM Peak (PPH) Land Use (ITE) ITE Code Units IN OUT TOT IN OUT TOT Multifamily Housing 222 194 units 21 65 86 59 37 96 (High-Rise) Difference 9 31 40 23 13 36

Novatech Page 11

Transportation Impact Assessment 1705 Carling Avenue

Based on the foregoing table, the trip generation rates outlined in the TRANS report overestimate the number of person trips compared to the ITE rates, by approximately 40% to 50%. Further, it is our understanding that the City’s Long-Range Strategic Planning group use TRANS rates for vehicle trip projections only, and have not used or tested TRANS data to project person trips in this way. Therefore, the ITE rates have been carried forward for the remainder of this TIA.

The modal shares for the proposed redevelopment are anticipated to be consistent with the modal shares outlined in the 2011 Trans O-D Survey Report, specific to the Ottawa West region. The modal share values applied to the trips generated by the existing motel are based on all observed trips to/from the Ottawa West district with an origin or destination beyond that area. The modal share values applied to the trips generated by the existing restaurant and the proposed residential uses are based on all observed trips to/from/within the Ottawa West district. A full breakdown of the projected net increase in person trips by modal share are shown in Table 5.

Table 5: Person Trips by Modal Share Modal AM Peak PM Peak Travel Mode Share IN OUT TOT IN OUT TOT Existing Development Motel Person Trips 15 25 40 22 19 41 Auto Driver 60% 9 15 24 14 11 25 Auto Passenger 15% 2 4 6 3 3 6 Transit 20% 3 5 8 4 4 8 Non-Auto 5% 1 1 2 1 1 2 Restaurant Person Trips 4 0 4 23 12 35 Auto Driver 50% 2 0 2 12 6 18 Auto Passenger 15% 1 0 1 3 2 5 Transit 20% 1 0 1 5 2 7 Non-Auto 15% 0 0 0 3 2 5 Auto Driver (Total) 11 15 26 26 17 43 Auto Passenger (Total) 3 4 7 6 5 11 Transit (Total) 4 5 9 9 6 15 Non-Auto (Total) 1 1 2 4 3 7 Proposed Redevelopment Residential Person Trips 29 70 99 78 53 131 Auto Driver 50% 15 35 50 39 27 66 Auto Passenger 15% 4 11 15 12 8 20 Transit 20% 6 14 20 15 11 26 Non-Auto 15% 4 10 14 12 7 19 Auto Driver (Total) 15 35 50 39 27 66 Auto Passenger (Total) 4 11 15 12 8 20 Transit (Total) 6 14 20 15 11 26 Non-Auto (Total) 4 10 14 12 7 19 Auto Driver (Difference) 4 20 24 13 10 23 Auto Pass. (Difference) 1 7 8 6 3 9 Transit (Difference) 2 9 11 6 5 11 Non-Auto (Difference) 3 9 12 8 4 12

Novatech Page 12

Transportation Impact Assessment 1705 Carling Avenue

Based on the previous table, the proposed development is anticipated to generate an additional 24 vehicle trips during the AM peak hour and 23 vehicle trips during the PM peak hour.

It is acknowledged that some trips generated by the existing development are likely to be internally captured (for example, guests staying at the motel making a trip to the restaurant and vice versa). Trips generated by the existing development account for less than 1% of the total traffic within the study area, and it has been assumed for simplicity that all trips generated by the existing development have an origin and destination that lies beyond the subject site (i.e. external trips).

5.2 Trip Distribution

The assumed distribution of trips generated by the existing and proposed development has been derived from existing traffic patterns within the study area. As trips generated from the existing motel will have more of a regional draw, while the existing restaurant and the proposed retirement residences will predominantly originate within the district, the distribution of each use will be different.

Trips generated by the existing motel are anticipated to have a more regional draw, with a higher percentage of trips to/from Highway 417 to the south. Based on the off-peak count data along Carling Avenue, eastbound and westbound traffic is generally evenly split. Similarly, it has been assumed that 50% of the motel trips originate from the east on Carling Avenue and 50% of the motel trips originate from the west on Carling Avenue. The ramps to Highway 417 nearest to the subject site are both accessed via Carling Avenue. In summary, the distribution for the existing motel can be described as follows:

• 50% to/from the east via Carling Avenue • 50% to/from the west via Carling Avenue

The distribution for the existing restaurant and the proposed residential uses have been derived based on the Annual Average Daily Traffic (AADT) along the study area roadways, and can be described as follows:

• 5% to/from the north via Broadview Avenue • 5% to/from the north via Cole Avenue • 5% to/from the south via Broadview Avenue • 5% to/from the south via Clyde Avenue • 40% to/from the east via Carling Avenue • 40% to/from the west via Carling Avenue

5.3 Trip Assignment

Due to the existing median along Carling Avenue, some traffic will be required to perform a U-turn manoeuvre to access the subject site. All trips arriving to the study area via the intersection of Carling Avenue/Broadview Avenue will perform a U-turn at the intersection of Carling Avenue/Cole Avenue/ Clyde Avenue. Similarly, all trips departing from the study area via the intersection of Carling Avenue/ Cole Avenue/Clyde Avenue will perform a U-turn at the intersection of Carling Avenue/Broadview Avenue.

Novatech Page 13

Transportation Impact Assessment 1705 Carling Avenue

5.4 Other Area Development

Projected traffic volumes generated by a proposed 22-storey high-rise residential development at 1655 Carling Avenue has been considered in this TIA. A total of 260 residential dwellings are proposed. The development is anticipated to be completed in a single phase, with a buildout year of 2022. Relevant excerpts of the 1655 Carling Avenue TIA prepared by Parsons is included in Appendix F.

5.5 General Background Growth Rate

A review of the City’s Strategic Long-Range Model has been conducted. Comparing snapshots of the 2011 and 2031 AM peak hour traffic volumes suggests that volumes on Carling Avenue within the study area will not grow significantly. The long-range snapshots are included in Appendix G.

Consistent with the Parsons TIA in support of the proposed development at 1655 Carling Avenue, traffic growth is assumed to be 0% per year until the buildout year 2022, and 1% per year between 2022 and the horizon year 2027. As stated in the 1655 Carling Avenue TIA, east-west traffic along Carling Avenue is forecasted to decrease up to 20% due to the implementation of the future curbside bus lanes shown in Figure 3. It is anticipated that by the buildout year 2024, the curbside bus lanes will be implemented, and therefore east-west traffic volumes are assumed to be reduced by 20%.

The figures listed below present the following conditions: • Existing site-generated traffic volumes are shown in Figure 4; • Proposed site-generated traffic volumes are shown in Figure 5; • Net site-generated traffic volumes are shown in Figure 6; • Other area development-generated traffic volumes are shown in Figure 7; • 2024 background traffic volumes are shown in Figure 8; • 2029 background traffic volumes are shown in Figure 9; • 2024 total traffic volumes are shown in Figure 10; • 2029 total traffic volumes are shown in Figure 11.

Novatech Page 14

Transportation Impact Assessment 1705 Carling Avenue

Figure 4: Existing Site-Generated Traffic Volumes

COLE

ACCESS

0(1) 0(1) 7(8) 15(17) CARLING 8(9) 11(26) 5(12) 6(12) 14(22) 6(13)

8(9)

CLYDE BROADVIEW

LEGEND xx AM Peak Hour veh/h (yy) PM Peak Hour veh/h Signalized Intersection Unsignalized Intersection

Figure 5: Proposed Site-Generated Traffic Volumes

COLE ACCESS

2(1)

14(11)

1(2) 0(2)

1(2) 35(27) CARLING 18(13) 15(39) 6(16) 7(16) 26(33) 8(20)

2(1) 1(2) 14(11) 0(1)

2(1)

CLYDE BROADVIEW

LEGEND xx AM Peak Hour veh/h (yy) PM Peak Hour veh/h Signalized Intersection Unsignalized Intersection

Novatech Page 15

Transportation Impact Assessment 1705 Carling Avenue

Figure 6: Net Site-Generated Traffic Volumes

COLE ACCESS

2(1)

7(3)

0(1) 1(1) 1(2) 20(10) CARLING 10(4) 4(13) 1(4) 1(4) 12(11) 2(7)

2(1) 1(2) 6(2) 0(1)

2(1)

CLYDE BROADVIEW

LEGEND xx AM Peak Hour veh/h (yy) PM Peak Hour veh/h Signalized Intersection Unsignalized Intersection

Figure 7: Other Area Development-Generated Traffic Volumes

COLE ACCESS

18(5) 8(2) CARLING 8(2) 8(2) 26(7)

1(6) 1(6) 0(2)

1(4)

CLYDE BROADVIEW

LEGEND xx AM Peak Hour veh/h (yy) PM Peak Hour veh/h Signalized Intersection Unsignalized Intersection

Novatech Page 16

Transportation Impact Assessment 1705 Carling Avenue

Figure 8: 2024 Background Traffic Volumes COLE

119(67) 44(51)

410(1591) 426(1368)

135(150) 20(23) 160(67)

66(62) 63(54) 53(45) 35(22) 197(216) CARLING 46(12) 30(27) 11(23) 17(20) 186(71) 60(76)

1229(594) 1216(488)

72(33) 24(35)

104(31) 0(1) 51(87)

112(181)

121(126) 147(155)

CLYDE BROADVIEW

LEGEND xx AM Peak Hour veh/h (yy) PM Peak Hour veh/h Signalized Intersection Unsignalized Intersection

Figure 9: 2029 Background Traffic Volumes COLE

119(67) 44(51)

435(1692) 453(1455)

135(150) 20(23) 160(67)

66(62) 63(54) 53(45) 35(22) 197(216) CARLING 46(12) 30(27) 11(23) 17(20) 186(71) 60(76)

1307(632) 1293(519)

72(33) 24(35)

104(31) 0(1) 51(87)

112(181)

121(126) 147(155)

CLYDE BROADVIEW

LEGEND xx AM Peak Hour veh/h (yy) PM Peak Hour veh/h Signalized Intersection Unsignalized Intersection

Novatech Page 17

Transportation Impact Assessment 1705 Carling Avenue

Figure 10: 2024 Total Traffic Volumes

COLE ACCESS

121(68) 44(51)

417(1594) 427(1372)

135(150) 20(23) 160(68)

67(63) 63(54) 35(22)

35(27) 197(216) 54(47) 15(39) CARLING 56(16) 617(1560) 30(27) 11(23) 1289(577) 19(27) 186(71) 62(77)

1230(598) 1222(490)

73(35) 24(35)

104(31) 2(2) 51(87)

112(181)

121(127) 147(155)

CLYDE BROADVIEW

LEGEND xx AM Peak Hour veh/h (yy) PM Peak Hour veh/h Signalized Intersection Unsignalized Intersection

Figure 11: 2029 Total Traffic Volumes

COLE ACCESS

121(68) 44(51)

442(1695) 454(1459)

135(150) 20(23) 160(68)

67(63) 63(54) 35(22)

35(27) 197(216) 54(47) 15(39) CARLING 56(16) 653(1657) 30(27) 11(23) 1369(612) 19(27) 186(71) 62(77)

1308(636) 1299(521)

73(35) 24(35)

104(31) 2(2) 51(87)

112(181)

121(127) 147(155)

CLYDE BROADVIEW

LEGEND xx AM Peak Hour veh/h (yy) PM Peak Hour veh/h Signalized Intersection Unsignalized Intersection

Novatech Page 18

Transportation Impact Assessment 1705 Carling Avenue

6.0 ANALYSIS

6.1 Development Design

6.1.1 Design for Sustainable Modes

Pedestrian facilities will be provided between the retirement home and residential high-rise entrances, the drop-off/pick-up and parking areas, as well as connections to the sidewalk along Carling Avenue. Sidewalks will be depressed and continuous across the right-in/right-out access, in accordance with City standards.

Bicycle parking will be provided adjacent to both proposed buildings, as well as on the first level of both underground garages. Fifteen bicycle parking spaces will be provided outside each building near the main entrances, with the remainder in secure areas in the underground garage. The number of bicycle parking spaces is reviewed further in Section 6.2.

The nearest bus stops are noted in Section 4.1.5. Measured from the retirement home entrance, the walking distance is approximately 220m to stop #0350 (for route 50), approximately 280m to stop #4908 (for routes 50 and 85), and approximately 110m to stop #7479 (for route 85). Walking distances from the residential high-rise entrance to these stops are marginally shorter.

A review of the Transportation Demand Management (TDM) – Supportive Development Design and Infrastructure Checklist has been conducted. A copy of the TDM checklist is included in Appendix H. All required TDM-supportive design and infrastructure measures in the TDM checklist are met.

6.1.2 Circulation and Access

Garbage rooms for both proposed buildings are located in their respective underground parking garages on the first level. Collection of garbage will take place adjacent to these rooms.

A loading space is provided at the northeast corner of the retirement home facility. Loading and delivery vehicles are able to reverse into the space by utilizing the loop adjacent to the loading space.

Pick-ups and drop-offs for residents of the proposed buildings will be facilitated at lay-bys adjacent to the main entrances. The lay-bys will begin approximately 20m north of the property line.

The fire route for the proposed development is curbside along Carling Avenue.

6.2 Parking

The subject site is located in Area B on Schedule 1 and Area Y on Schedule 1A of the City of Ottawa’s Zoning By-Law (ZBL). Minimum vehicular and bicycle parking rates for the proposed development are identified in the ZBL, and are summarized in Table 6.

Novatech Page 19

Transportation Impact Assessment 1705 Carling Avenue

Table 6: Parking Requirements Per Zoning By-Law Units/ Land Use Rate Required Provided GFA Vehicle Parking Retirement 0.25 per dwelling unit plus 160 units 40 66 Home 1 per 100 m2 for medical/health/personal services 90 m2 1 Dwelling, 0.5 per dwelling unit for residents plus 97 194 units 187 High-Rise 0.1 per dwelling unit for visitors, after the first 12 18 Bicycle Parking Retirement 0.25 per dwelling unit 160 units 40 40 Home Dwelling, 0.50 per dwelling unit 194 units 97 97 High-Rise

Based on the previous table, both the vehicular and bicycle parking provided for the proposed redevelopment will meet the minimum requirements identified in the ZBL.

The minimum number of loading spaces for the proposed development are identified in the ZBL, based on the land use and gross floor area. The ZBL identifies no minimum requirement for ‘all other non-residential uses’ with less than 1,000 m2 GFA, and the gross floor area of the medical, health or personal services mentioned in the previous table is approximately 90 m2. The proposed development provides a loading space adjacent to the northeast corner of the retirement home building.

The City’s Accessibility Design Standards outline minimum requirements for the number of accessible parking spaces that must be provided. Based on the number of provided spaces, the standards identify the following requirements for each building:

• Retirement Home (66 spaces total): minimum of three accessible spaces; • Dwelling, High-Rise (187 spaces total): minimum of seven accessible spaces.

The minimum accessible parking space requirements will be met for both proposed buildings. Accessible spaces must consist of an equal number of ‘Type A’ spaces and ‘Type B’ spaces, with an additional Type B space when the minimum requirement is an odd number of accessible spaces. Type A spaces have a minimum width of 3.4m, and accommodate wider vehicles such as vans that may be equipped with transfer ramps or other mobility aids. Type B spaces have a standard parking space width of 2.4m. All accessible parking spaces must be adjacent to a 1.5m-wide access aisle. All proposed accessible parking spaces will meet these requirements.

Section 111(12) of the ZBL identifies that, where the number of bicycle parking spaces required for a single residential building exceeds 50 spaces, a minimum of 25% of the required total must be located within a building or structure, a secure area, or bicycle lockers. As the high-rise residential building requires greater than 50 bicycle parking spaces, and the majority of bicycle parking spaces will be provided underground, this requirement will be met.

Novatech Page 20

Transportation Impact Assessment 1705 Carling Avenue

6.3 Boundary Streets

This section provides a review of the boundary streets using complete streets principles. The Multi- Modal Level of Service (MMLOS) guidelines produced by IBI Group in October 2015 were used to evaluate the levels of service for Carling Avenue for each mode of transportation. Schedule B of the City of Ottawa’s Official Plan identifies Carling Avenue as an Arterial Main Street within the entire study area. For the study area, the boundary streets review evaluates the MMLOS for Carling Avenue based on existing conditions.

6.3.1 Pedestrian Level of Service (PLOS)

Exhibit 4 of the MMLOS guidelines has been used to evaluate the segment PLOS of Carling Avenue. Exhibit 22 of the MMLOS guidelines suggests a target PLOS C for Arterial Main Streets. The results of the segment PLOS analysis are summarized in Table 7.

Table 7: PLOS Segment Analysis Sidewalk Boulevard Avg. Daily Curb Lane Presence of On- Operating PLOS Width Width Traffic Volume Street Parking Speed(1) Carling Avenue (north side) 1.8m 0m > 3000 vpd No 70 km/h F Carling Avenue (south side) 1.8m 0m > 3000 vpd No 70 km/h F 1. Operating speed taken as the posted speed limit plus 10 km/h

6.3.2 Bicycle Level of Service (BLOS)

Exhibit 11 of the MMLOS guidelines has been used to evaluate the segment BLOS of Carling Avenue. Exhibit 22 of the MMLOS guidelines suggests a target BLOS C for Spine Cycling Routes on Arterial Main Streets. The results of the segment BLOS analysis are summarized in Table 8.

Table 8: Segment BLOS Analysis Road Bike Type of Travel Posted BLOS Class Route Bikeway Lanes Speed Carling Avenue, eastbound (Broadview Avenue to Cole Avenue/Clyde Avenue) Arterial Spine Route Mixed Traffic 3 60 km/h F Carling Avenue, westbound (Cole Avenue/Clyde Avenue to Broadview Avenue) Arterial Spine Route Mixed Traffic 3 60 km/h F

6.3.3 Transit Level of Service (TLOS)

Exhibit 15 of the MMLOS guidelines has been used to evaluate the segment TLOS of Carling Avenue. Exhibit 22 of the MMLOS guidelines suggests a target TLOS D for Transit Priority Corridors with Isolated Measures. Carling Avenue has been assessed using this target for the existing condition, as buses currently operate in mixed traffic. The results of the segment TLOS analysis are summarized in Table 9.

Novatech Page 21

Transportation Impact Assessment 1705 Carling Avenue

Table 9: Segment TLOS Analysis Exposure to Congestion Delay, Friction and Incidents Facility Type TLOS Congestion Friction Incident Potential Carling Avenue, eastbound (Broadview Avenue to Cole Avenue/Clyde Avenue) Mixed Traffic – Limited Yes Low Medium D Parking/Driveway Friction Carling Avenue, westbound (Cole Avenue/Clyde Avenue to Broadview Avenue) Mixed Traffic – Moderate Yes Medium Medium E Parking/Driveway Friction

6.3.4 Truck Level of Service (TkLOS)

Exhibit 20 of the MMLOS guidelines has been used to evaluate the segment TkLOS of Carling Avenue. Exhibit 22 of the MMLOS guidelines suggests a target TkLOS D for truck routes along an Arterial Main Street. The results of the segment TkLOS analysis are summarized in Table 10.

Table 10: TkLOS Segment Analysis Curb Lane Width Number of Travel Lanes Per Direction TkLOS Carling Avenue, eastbound (Broadview Avenue to Cole Avenue/Clyde Avenue) < 3.3m 3 C Carling Avenue, westbound (Cole Avenue/Clyde Avenue to Broadview Avenue) < 3.3m 3 C

6.3.5 Vehicular Level of Service (Auto LOS)

Exhibit 22 of the MMLOS guidelines suggests a target Auto LOS D for Arterial Main Streets. The typical lane capacity along the study area roadways are based on the City’s guidelines for the TRANS Long-Range Transportation Model. The lane capacity along the boundary streets has been estimated based on roadway classification and general characteristics (i.e. suburban with limited access, urban with on-street parking, etc.). The results of the Auto LOS analysis are summarized in Table 11.

Table 11: Auto LOS Segment Analysis Traffic Volumes V/C Ratio and LOS Direction Directional Capacity AM Peak PM Peak AM Peak PM Peak V/C LOS V/C LOS Carling Avenue (Broadview Avenue to Cole Avenue/Clyde Avenue) Eastbound 3,000 vph 1,775 829 0.59 A 0.28 A Westbound 3,000 vph 714 2,062 0.24 A 0.69 B

6.3.6 Segment MMLOS Summary

Results of the segment MMLOS analysis indicate that Carling Avenue does not meet the target PLOS C, BLOS C, or TLOS D, but does meet the target TkLOS D and Auto LOS D. The current ROW along Carling Avenue is 30m within the study area, with a ROW protection of 44.5m. The land required for a future road widening is anticipated to be taken equally from both sides of the centerline, which equates to 7.25m on both the north and south sides. The Rapid Transit and Transit Priority Network identifies Carling Avenue as having at-grade LRT in its Network Concept and continuous

Novatech Page 22

Transportation Impact Assessment 1705 Carling Avenue

transit lanes in its Affordable Network. While these improvements to the transit network are being implemented, there may be opportunities to improve the pedestrian and bicycle levels of services as well, as discussed further below.

The pedestrian level of service of Carling Avenue is currently failing. This is attributable to two main features: an operating speed of 70 km/h and average daily curb lane traffic volumes far greater than 3000 vehicles/day. Without a reduction of the operating speed to 60 km/h, the best PLOS possible for this segment is a PLOS D, which can be achieved by implementing sidewalks with a minimum width of 2.0m and a minimum sidewalk boulevard width of 2.0m. Reducing the operating speed to 60 km/h would further improve the segment to the target PLOS C.

The bicycle level of service of Carling Avenue is currently failing. This is attributable to the posted speed limit of 60 km/h. The Ontario Traffic Manual – Book 18 describes the desirable cycling facility for a roadway, given the roadway’s average annual daily traffic (AADT) and operating speed. For roadways with an AADT of over 15,000 vehicles per day and an operating speed of 50 km/h or higher, the Ontario Traffic Manual states that ‘a separated facility or an alternate road’ should be considered. The implementation of a cycle track or other physically separated bikeway would improve the BLOS of this segment to a BLOS A. In the absence of any planned facilities to the east and west of the site, there is no benefit in implementing a separated facility across the site’s frontage.

As shown in Figure 3, the City has identified transit improvements to Carling Avenue in the 2013 Transportation Master Plan (TMP), including dedicated bus lanes on Carling Avenue. This measure will improve the TLOS beyond the target TLOS D.

6.4 Access Design

The existing depressed curb accesses to the subject site will be removed as part of the proposed redevelopment, and full-height curb and sidewalks will be reinstated as per City standards. A single two-way driveway is proposed approximately at the centre of the subject site’s frontage to Carling Avenue.

Section 25 (c) of the City’s Private Approach By-Law identifies a requirement for two-way accesses to have a width no greater than 9m, as measured at the street line. Section 107 (1)(a)(ii) of the ZBL identifies that, for a driveway providing access to a parking lot or garage, a minimum width of 6.7m is required for a double traffic lane. Section 107 (1)(a)(iii) identifies that, in the case of a parking garage for apartment dwellings, a maximum width of 6.7m is required when there are 20 or more parking spaces. The proposed driveway is approximately 6.7m in width, and the internal drive aisles maintain a 6.7m width minimum, thereby meeting these requirements.

Section 25 (m)(ii) of the Private Approach By-Law identifies a requirement to provide a minimum distance of 45m between the private approach and the nearest intersecting street line, for developments which are within 46m of an arterial roadway, and have 200 to 299 parking spaces. The proposed driveway is located approximately 100m west of Cole Avenue and 265m east of Broadview Avenue (both measured from nearest edge to ROW), thereby meeting this requirement.

Section 25 (p) of the Private Approach By-Law identifies a requirement to provide a minimum spacing of 3m between the nearest edge of the private approach and the property line as measured at the street line. The proposed driveway is approximately 32m from the eastern property line and 35m from the western property line, thereby meeting this requirement.

Novatech Page 23

Transportation Impact Assessment 1705 Carling Avenue

6.5 Transportation Demand Management

The subject site is located within a Design Priority Area (DPA), as defined by the City of Ottawa’s Official Plan. A review of the City of Ottawa’s TDM Measures Checklist has been conducted with the property manager, and is provided in Appendix H.

The following measures will be implemented upon buildout of the proposed retirement residences: • Unbundle parking cost from purchase price (condominiums); • Unbundle parking cost from monthly rent (multi-family).

6.6 Transit

Based on the trip generation presented in Table 5, the proposed redevelopment is projected to generate an additional 11 transit trips in both the AM and PM peak hours. All transit trips generated by the subject site are anticipated to board and alight at stops #0350, #4908, and #7479. Based on these volumes, no capacity problems are anticipated on OC Transpo routes 50 and 85.

7.0 CONCLUSIONS AND RECOMMENDATIONS

Based on the foregoing, the conclusions and recommendations of this TIA can be summarized as follows:

• Fifteen surface bicycle parking spaces will be provided for each proposed building, with the remainder in secure areas on the first level of the underground garage.

• All required TDM-supportive design and infrastructure measures in the TDM checklist are met.

• Garbage collection will occur within the underground garage. A loading space is proposed at the northeast corner of the retirement home facility.

• The fire route for the proposed development is curbside along Carling Avenue.

• The minimum vehicle and bicycle parking requirements as outlined in the ZBL will be met by the proposed parking allocated for each use. A total of 66 vehicle and 40 bicycle parking spaces will be provided for the retirement residences. A total of 187 vehicle and 97 bicycle parking spaces will be provided for the high-rise apartments.

Novatech Page 24

Transportation Impact Assessment 1705 Carling Avenue

Boundary Streets • Between Broadview Avenue and Cole Avenue/Clyde Avenue, Carling Avenue does not meet the target PLOS, BLOS, or TLOS. Carling Avenue does meet the target TkLOS and Auto LOS.

• Per Exhibit 4 of the MMLOS guidelines, the PLOS of Carling Avenue can be improved to PLOS D by implementing sidewalks with a minimum width of 2.0m and a minimum sidewalk boulevard width of 2.0m.

• The City has identified transit improvements to Carling Avenue, including dedicated bus lanes on Carling Avenue. This measure will improve the TLOS beyond the target TLOS D.

• Section 25 (c) of the Private Approach By-Law identifies a maximum width requirement of 9m for two-way accesses. This requirement is met by the proposed driveway.

Novatech Page 25

Transportation Impact Assessment 1705 Carling Avenue

Transit • The proposed redevelopment is projected to generate an additional 11 transit trips in both the AM and PM peak hours. No capacity problems are anticipated on OC Transpo routes 50 and 85.

• Based on the foregoing, the proposed redevelopment is recommended from a transportation perspective.

NOVATECH

Prepared by: Reviewed by:

Joshua Audia, B.Sc. Greg MacDonald, P.Eng. E.I.T., Director, Transportation/Traffic Land Development & Public Sector Infrastructure

Novatech Page 26

APPENDIX A

Site Plan

ZONE AM10 • FOR EXISTING SITE CONDITIONS, SEE SURVEY PLAN BY ANNIS, O'SULLIVAN, VOLLEBEKK LTD., SUBMITTED SEPARATELY; • FOR NEW GRADES AND SITE SERVICES, SEE CIVIL ENGINEERING PLAN BY NOVATECH ENGINEERING CONSULTANTS, SUBMITTED SEPARATELY; NOTES GÉNÉRALES General Notes PROVISION REQUIRED PROVIDED • FOR PROPOSED VEGETATION AND LANDSCAPE INFORMATION, SEE LANDSCAPE ARCHITECTURE PLAN BY JAMES B. LENNOX & ASSOCIATES, SUBMITTED SEPARATELY. 1 Ces documents d'architecture sont la propriété exclusive de Min Lot Width no minimum +/- 77.751 m . NEUF architect(e)s et ne pourront être utilisés, reproduits ou copiés Min Lot Area no minimum +/- 8 928 m2 sans autorisation écrite préalable. / These architectural documents are the exclusive property of NEUF architect(e)s and cannot be used, Max Building Height 20 to 30 m +/- 72.51 m RETIREMENT HOME RENTAL copied or reproduced without written pre-authorisation Min Front Yard Setback 3 m 7.805 m 2 Les dimensions apparaissant aux documents devront être vérifiées PROPOSED GROSS FLOOR AREA : +/- 8 217 m2 PROPOSED GROSS FLOOR AREA : +/- 13 538 m2 . par l'entrepreneur avant le début des travaux. / All dimensions which Min Rear Yard Setback 3 m 14.355 m appear on the documents must be verify by the contractor before to Min Interior Side Yard Setback no minimum 2.814 m / 4.208 m BASEMENT G.F.A. : +/- 50 m2 BASEMENT G.F.A. : 0m2 start the work. GROUND FLOOR G.F.A. : +/- 36 m2 GROUND FLOOR G.F.A. : +/- 284 m2 3 Veuillez aviser l'architecte de toute dimension erreur et/ou . divergences entre ces documents et ceux des autres professionnels. / GROUP C RET. HOME G.F.A. (2nd to 9th floor) : +/- 8 132 m2 RENTAL FLOORS G.F.A. (2nd to 22nd floor) : +/- 13 253 m2 The architect must be notified of all errors, omissions and PRIVATE AMENITY AREA (G.F.A.) : + /- 383 M2 PRIVATE AMENITY AREA (G.F.A.) : +/- 865 M2 discrepancies between these documents and those of the others professionnals. COMMUNAL AMENITY AREA : + /- 2 241 M2 ** (915m2 INSIDE / 1 326m2 OUTSIDE) COMMUNAL AMENITY AREA : + /- 715 M2 (395m2 INSIDE / 320m2 OUTSIDE) 4 Les dimensions sur ces documents doivent être lues et non AREA OF SITE : +/- 8 928 sq.m. MED. HEALTH OR PERSONEL SERVICE (G.F.A.) : +/- 90 m2 NUMBER OF FLOORS AND BUILDING HEIGHT : 22 FLOORS + MECH. / +/- 72.51m . mesurées. / The dimensions on these documents must be read and not measured. SITE COVERAGE : +/- 1 827 m2 (Retirement Home) NUMBER OF FLOORS AND BUILDING HEIGHT : 9 FLOORS + MECH. / +/- 33.40m DWELLING UNITS : 194 +/- 1 032 m2 (Rental) DWELLING UNITS : 108 PARKING STALLS : 187 (187 INSIDE) Total = +/- 2 859 m2 = 32.0 % PARKING STALLS : 66 (47 INSIDE / 19 OUTSIDE) PROVIDED BICYCLE STALLS : 97 (82 INSIDE / 15 OUTSIDE) GROUND PARKING AREA : + /- 1 794 m2 = 20.1% PROVIDED BICYCLE STALLS : 40 (25 INSIDE / 15 OUTSIDE) LANDSCAPED AREA (EXCLUDING PARKING) : + /- 4 275 m2 = 47.9 % NUMBER OF SUITES REQUIRED TO BE BARRIER-FREE : ** EXCLUDING ROOF TERRACE AMENITIES 194 UNITS = 29 UNITS HAVE TO BE BARRIER-FREE THEY WILL BE DISTRIBUTED BETWEEN THE 22 FLOORS NUMBER OF SUITES REQUIRED TO BE BARRIER-FREE : 160 UNITS = 24 UNITS HAVE TO BE BARRIER-FREE PLANIFICATEUR URBAIN Urban Planner THEY WILL BE DISTRIBUTED BETWEEN THE 8 DWELLING FLOORS Fotenn KEY PLAN 396 Cooper St, Suite 300, Ottawa ON K2P 2H7 T 613 730 5709 fotenn.com

STRUCTURE Structural Goodeve Structural Inc. 18-77, Auriga Drive, Ottawa ON K2E 7Z7 A B C D E F G H I J K L T 613 226 4558 goodevestructural.ca

795 RETAINING 010 7200 7200 7200 7200 7200 7200 7200 7200 7200 7200 7 WALL EXISTING EDGE ARCHITECTURE DE PAYSAGE Landscape Architect 138434 James B. Lennox & Associates 3332, Carling Avenue, Ottawa ON K2H 5A8 T 613 722 5168 jbla.ca

42938 OUTDOOR CIVIL Civil Novatech Eng. Consultants Ltd.

1 AMENITIES 6667 240, Michael Cowpland Drive, Suite 200, Ottawa ON K2M 1P6 MP (RETIREMENT 48229 T 613 234 9643 novatech-eng.com STORAGE HOME)

4123 20833 15170 SUN ROOM ARCHITECTES Architect 5250 GYM TERRACE POOL 873 NEUF architect(e)s SENCRL STORAGE 630, boul. René-Lévesque O. 32e étages, Montréal QC H3B 1S6 T 514 847 1117 NEUFarchitectes.com 2 MULTI PHYSIO CAFÉ/ SCEAU / Seal PURPOSE OFFICE 3850 BAR PRIVATE OUTDOOR AMENITIES / ROOM GYM POOL BFWC DINING GARDEN (RETIREMENT STOR. GAME LOUNGE 3 HOME) CONVENIENCE 44 LOCK. TERRACE 530 BF STORE DINING SHOWER

7 7350 0 5 RETAINING 3 LIBRARY/ RETIREMENT WALL

COMPUTER HOME 22911 9 STOREYS 4 160 UNITS WC TEL. JAN. DN OFFICE OFFICE UNIV. RECEPTION WC STOR. DN DESK COAT UP 7805 ROOM GARBAGE 8200 CRAFT ADMIN. HAIR SALON/ ROOM CHUTE NAIL BAR KITCHEN UP DN DN OFFICE OFFICE MAIL 38678 5 CACF VEST. DN 998 DN 10% DN

9787 17740 2390 13936 17766 4 CARS 15125 3069 1500 (RETIREMENT HOME) E C PROPOSED U 15 BIKES 2.6x5.2 2.6x5.2 2.6x5.2 2.6x5.2 A SIAMESE 6873 R LANDSCAPED AREA EN CONNECTION 35 730 L 5.8 LOADING I 7m x 3.5m AV N

G Y

18445 R NEUF ARCHITECTES SENCRL 7 1 17445 19572 6 A 7 16773 8 7 6700 6700 18573 3 5 8 V 1 6 BU 7 0 PARKING RETAINING E 0 DN 8% L

6700 ENTRANCE WALL L N I

U PROPOSED T SIAMESE E CONNECTION OUTLINE OF PARKING 15 BIKES CLIENT Client 13364 21842 11064 BELOW 1555

2.6x5.2 2.6x5.2 2.6x5.2 8 1300 2255 MULTI MAIL VEST. PURPOSE ROOM CACF

6725 BUSINESS 2.4% ROOM CENTER OUVRAGE Project

POOL POOL POOL 2.4% OUTDOOR STOR. CHEM MECH POOL AMENITIES / CARLING - RENTAL / 9 UNIV GARDEN (RENTAL) WC OFFICE RETIREMENT HOME 15 CARS 2 EMPLACEMENT Location NO PROJET No. 1

3 6100 2 20263 (RETIREMENT HOME) WC 6 OTTAWA 12322/12372

LOCKERS+ RETAINING 10 WALL GYM NO RÉVISION DATE (aa-mm-jj) RENT SPACE JAN. 5.8M LOCKERS+ STOR. A FOR INFORMATION 2020-02-21 WC OPEN TO PARKING 2.6x5.2 2.6x5.2 2.6x5.2 2.6x5.2 2.6x5.2 2.6x5.2 B FOR INFORMATION 2020-02-27 6200

6500 1 722 ft² 6500 RAMP BELOW ENTRANCE 2.6x5.2 2.6x5.2 2.6x5.2 2.6x5.2 2.6x5.2 2.6x5.2 C FOR INFORMATION 2020-03-03 GYM/ D FOR INFORMATION 2020-04-01 YOGA 2585 y ar R in O 11 m F li SE N 16892 re U IO 1BR 1BR + D P T T 1 BIKE O C DN N RU O ST 5820 615 ft² 910 ft² D 5 N 4 5742 O 9

3 C DN 44 509 12 RENTAL 22 STOREYS 194 UNITS 23353 4733 DESSINÉ PAR Drawn by VÉRIFIÉ PAR Checked 93035 PV, MT LHby 1500 DATE (aa.mm.jj) ÉCHELLE Scale JAN 2020 1 : 200 6700 6700 6700 3035 7200 9265 44070 TITRE DU DESSIN Drawing Title 0 1 2 5 10m A SITE PLAN AT GROUND B.9 C.8 D.8 E.8 F.7 G.6 H.5 FLOOR LEVEL *SNOW WILL BE HAULED OFF SITE*

RÉVISION Revision NO. DESSIN Dwg Number D C:\Fichiers Revit Locaux\12322_ARCH_CENTRAL_R20_mthiebaux.rvt A203

APPENDIX B

TIA Screening Form

Transportation Impact Assessment Screening Form City of Ottawa 2017 TIA Guidelines Screening Form

1. Description of Proposed Development

Municipal Address 1705 Carling Avenue Description of Location Midblock between Highland Avenue and Cole Avenue, on the north side of Carling Avenue Land Use Classification Residential care facility and apartments Development Size (units) Residential care facility: 160 units High-rise Apartments: 194 units Development Size (m2) - Number of Accesses and Locations One right-in/right-out access to Carling Avenue Phase of Development 1 Buildout Year 2024 If available, please attach a sketch of the development or site plan to this form.

2. Trip Generation Trigger

Considering the Development’s Land Use type and Size (as filled out in the previous section), please refer to the Trip Generation Trigger checks below.

Land Use Type Minimum Development Size Single-family homes 40 units Townhomes or apartments 90 units Office 3,500 m2 Industrial 5,000 m2 Fast-food restaurant or coffee shop 100 m2 Destination retail 1,000 m2 Gas station or convenience market 75 m2

* If the development has a land use type other than what is presented in the table above, estimates of person-trip generation may be made based on average trip generation characteristics represented in the current edition of the Institute of Transportation Engineers (ITE) Trip Generation Manual.

If the proposed development size is greater than the sizes identified above, the Trip Generation Trigger is satisfied.

Transportation Impact Assessment Screening Form 3. Location Triggers

Yes No Does the development propose a new driveway to a boundary street that is designated as part of the City’s Transit Priority, Rapid Transit or Spine ✓ Bicycle Networks? Is the development in a Design Priority Area (DPA) or Transit-oriented ✓ Development (TOD) zone?* *DPA and TOD are identified inthe City of Ottawa Official Plan (DPA in Section 2.5.1 and Schedules A and B; TOD inAnnex 6). See Chapter 4 for a list of City of Ottawa Planning and Engineering documents that support the completion of TIA). If any of the above questions were answered with ‘Yes,’ the Location Trigger is satisfied.

4. Safety Triggers

Yes No Are posted speed limits on a boundary street are 80 km/hr or greater? ✓ Are there any horizontal/vertical curvatures on a boundary street limiting ✓ sight lines at a proposed driveway? Is the proposed driveway 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 intersection in urban/suburban conditions)? Is the proposed driveway within auxiliary lanes of an intersection? ✓ Does the proposed driveway make use of an existing median break that ✓ serves an existing site? Is there is a documented history of traffic operations or safety concerns on ✓ the boundary streets within 500 m of the development? Does the development include a drive-thru facility? ✓

If any of the above questions were answered with ‘Yes,’ the Safety Trigger is satisfied.

5. Summary

Yes No Does the development satisfy the Trip Generation Trigger? ✓ Does the development satisfy the Location Trigger? ✓ Does the development satisfy the Safety Trigger? ✓ If none of the triggers are satisfied, the TIA Study is complete. If one or more of the triggers is satisfied,the TIA Study must continue into the next stage (Screening and Scoping).

APPENDIX C

OC Transpo Route Maps

LINCOLN FIELDS 50 TUNNEY’S PASTURE Local Monday to Saturday / Lundi au samedi No service Sat. eve. or all day Sunday / Aucun service le soir le sam. ou toute la journée dimanche

Tunney’s TUNNEY’S Pasture PASTURE 1

Holland

y a w t Scott i s n a r TransitwayT Island Park

Westboro

Churchill

Clare

Richmond

Carling Dovercourt

W Clyde o o dw a r d Maitland AM LINCOLN PM FIELDS Baseline Erindale

Navaho

Lincoln Iris Fields

Carling Queensway Woodroffe

LINCOLN FIELDS Iris S.C. / C.C.

Transitway & Station Peak Periods only / Périodes de pointe seulement Timepoint / Heures de passage

2019.06

Schedule / Horaire ...... 613-560-1000 Text / Texto...... 560560 plus your four digit bus stop number / plus votre numéro d’arrêt à quatre chiffres Customer Service Service à la clientèle ...... 613-842-3600 Lost and Found / Objets perdus...... 613-563-4011 Security / Sécurité ...... 613-741-2478 Effective April 24, 2017 En vigueur 24 avril 2017 INFO 613-741-4390 octranspo.com 85 GATINEAU BAYSHORE Frequent 7 days a week / 7 jours par semaine All day service Service toute la journée

GATINEAU

Ottawa R. Laurier R. Des Outaouais TERRASSES DE LA CHAUDIÈRE ChaudièresC h au di èr es 1 Pimisi

Booth

Albert Preston

Lac GladstoneDOW'S Lake

Somerset CIVIC Holland

ROYAL 2

CARLINGWOOD Carling Fisher Lincoln Fields Maitland Carling

Fairlawn

Carling Pinecrest

Bayshore Richmond

o o

r i d g e BAYSHORE S. C. / C. C. BAYSHORE Bayshore

Station

Timepoint / Heures de passage

2019.07

Future routeStarting after JulyO-Train 14, 2019 Line 1 is open TrajetÀ dupartir circuit du 14 aprè juillets l’ouverture 2019 de la Ligne 1 de l’O-Train Lost and Found / Objets perdus...... 613-563-4011 Security / Sécurité ...... 613-741-2478 INFO 613-741-4390 octranspo.com SITE

APPENDIX D

Traffic Count Data

Transportation Services - Traffic Services Turning Movement Count - Full Study Peak Hour Diagram CARLING AVE @ BROADVIEW AVE

Survey Date: Thursday, April 20, 2017 WO No: 36953 Start Time: 07:00 Device: Miovision

BROADVIEW AVE N W E

644 30 S 315 329 Total 135 20 160 0 Heavy Vehicles 5 0 4 0 11 0 0 39 Cars 130 20 156 0 318

CARLING AVE 112 7 119

32 716 748 463 27 490 708 11 0 11 AM Period 53 0 53 Peak Hour: 186 3 183 2483 2546 08:00 09:00 46 0 46 1497 23 147 4 1747 28

1798 104 0 104 1775

177 0 112 23 71 Cars 0 0 0 1 1 Heavy 98 0 1 Vehicles 0 112 24 72 Total 177 208

385

Comments

2017-Nov-23 Page 1 of 4 Transportation Services - Traffic Services Turning Movement Count - Full Study Peak Hour Diagram CARLING AVE @ BROADVIEW AVE

Survey Date: Thursday, April 20, 2017 WO No: 36953 Start Time: 07:00 Device: Miovision

BROADVIEW AVE N

W E

413 27 S 240 173 Total 150 23 67 0 Heavy Vehicles 3 0 1 0 2 1 0 16 Cars 147 23 66 0 171

CARLING AVE 67 0 67

18 2274 2292 1923 15 1938 2062 23 0 23 PM Period 44 1 45 Peak Hour: 71 2 69 2891 3134 16:15 17:15 12 0 12 717 22 695 806 23 829 842 31 0 31

98 0 181 35 33 Cars 1 0 0 0 0 Heavy 32 1 0 Vehicles 0 181 35 33 Total 99 249

348

Comments

2017-Nov-23 Page 4 of 4 Transportation Services - Traffic Services Work Order 36953 Turning Movement Count - Full Study Summary Report CARLING AVE @ BROADVIEW AVE

Survey Date: Thursday, April 20, 2017 Total Observed U-Turns AADT Factor Northbound: 0 Southbound: 0 .90 Eastbound: 146 Westbound: 284 Full Study BROADVIEW AVE CARLING AVE Northbound Southbound Eastbound Westbound NB SB STR EB WB STR Grand Period LT ST RT LT ST RT LT ST RT LT ST RT TOT TOT TOT TOT TOT TOT Total 07:00 08:00 38 20 32 90 57 14 69 140 230 140 1460 46 1646 17 378 66 461 2107 2337

08:00 09:00 112 24 72 208 160 20 135 315 523 186 1497 104 1787 53 490 119 662 2449 2972

09:00 10:00 67 24 46 137 102 22 121 245 382 152 998 51 1201 39 628 77 744 1945 2327

11:30 12:30 106 17 43 166 86 10 151 247 413 112 749 64 925 32 720 84 836 1761 2174

12:30 13:30 135 19 32 186 84 10 149 243 429 135 832 56 1023 35 778 87 900 1923 2352

15:00 16:00 158 15 38 211 128 31 166 325 536 114 686 69 869 56 1377 83 1516 2385 2921

16:00 17:00 184 29 43 256 80 22 170 272 528 74 721 40 835 31 1845 67 1943 2778 3306

17:00 18:00 160 22 34 216 67 21 126 214 430 82 717 38 837 67 1646 75 1788 2625 3055

Sub Total 960 170 340 1470 764 150 1087 2001 3471 995 7660 468 9123 330 7862 658 8850 17973 21444 U Turns 0 0 0 146 284 430 430 Total 960 170 340 1470 764 150 1087 2001 3471 995 7660 468 9269 330 7862 658 9134 18403 21874

EQ 12Hr 1334 236 473 2043 1062 208 1511 2781 4824 1383 10647 651 12884 459 10928 915 12696 25580 30404 Note: These values are calculated by multiplying the totals by the appropriate expansion factor. 1.39

AVG 12Hr 1201 213 425 1839 956 188 1360 2503 4342 1245 9583 585 11596 413 9835 823 11427 23023 27365 Note: These volumes are calculated by multiplying the Equivalent 12 hr. totals by the AADT factor. .90

AVG 24Hr 1573 279 557 2409 1252 246 1781 3279 5688 1631 12553 767 15190 541 12884 1078 14969 30159 35847 Note: These volumes are calculated by multiplying the Average Daily 12 hr. totals by 12 to 24 expansion factor. 1.31

Comments: Note: U-Turns provided for approach totals. Refer to 'U-Turn' Report for specific breakdown.

2017-Nov-23 Page 1 of 1 Transportation Services - Traffic Services Turning Movement Count - Full Study Peak Hour Diagram CARLING AVE @ CLYDE AVE/COLE AVE

Survey Date: Wednesday, January 27, 2016 WO No: 35669 Start Time: 07:00 Device: Miovision

CLYDE AVE/COLE AVE N W E

301 6 S 164 137 Total 66 63 35 0 Heavy Vehicles 2 0 0 0 2 0 0 13 Cars 64 63 35 0 135

CARLING AVE 25 1 26

33 681 714 489 21 510 737 17 0 17 AM Period 185 12 197 Peak Hour: 60 1 59 2404 2272 08:00 09:00 4 0 4 1481 34 144 7 1613 54

1558 0 0 0 1667

248 0 111 51 127 Cars 12 0 10 0 20 Heavy 8 0 2 Vehicles 0 121 51 147 Total 260 319

579

Comments

2018-Jan-25 Page 1 of 4 Transportation Services - Traffic Services Turning Movement Count - Full Study Peak Hour Diagram CARLING AVE @ CLYDE AVE/COLE AVE

Survey Date: Wednesday, January 27, 2016 WO No: 35669 Start Time: 07:00 Device: Miovision

CLYDE AVE/COLE AVE N

W E

345 19 S 138 207 Total 62 54 22 0 Heavy Vehicles 0 1 0 0 0 1 0 16 Cars 62 53 22 0 207

CARLING AVE 46 0 46

12 1862 1874 1655 11 1666 1948 20 0 20 PM Period 207 9 216 Peak Hour: 74 0 74 2735 2559 16:45 17:45 20 0 20 590 5 585 778 9 787 685 1 0 1

261 0 125 87 151 Cars 10 0 1 0 4 Heavy 8 0 2 Vehicles 0 126 87 155 Total 271 368

639

Comments

2018-Jan-25 Page 4 of 4

APPENDIX E

Collision Records

City Operations - Transportation Services Collision Details Report - Public Version

From: January 1, 2014 To: December 31, 2018 Location: CARLING AVE @ BROADVIEW AVE Traffic Control: Traffic signal Total Collisions: 52 Date/Day/Time Environment Impact Type Classification Surface Veh. Dir Vehicle Manoeuver Vehicle type First Event No. Ped Cond'n 2014-Jan-28, Tue,17:15 Clear Rear end P.D. only Dry East Turning left Automobile, Other motor station wagon vehicle East Turning left Pick-up truck Other motor vehicle

2014-Feb-04, Tue,17:53 Clear Turning movement P.D. only Dry East Turning left Automobile, Other motor station wagon vehicle West Going ahead Automobile, Other motor station wagon vehicle

2014-Feb-27, Thu,17:21 Clear Turning movement P.D. only Dry West Turning left Automobile, Other motor station wagon vehicle East Going ahead Passenger van Other motor vehicle

2014-Apr-06, Sun,16:09 Clear Rear end Non-fatal injury Dry East Going ahead Automobile, Other motor station wagon vehicle East Stopped Passenger van Other motor vehicle

2014-May-13, Tue,13:00 Clear Turning movement P.D. only Dry East Turning left Automobile, Other motor station wagon vehicle East Going ahead Ambulance Other motor vehicle

2014-Mar-19, Wed,14:57 Clear Turning movement P.D. only Dry East Turning left Pick-up truck Other motor vehicle

January 29, 2020 Page 1 of 17 East Turning left Pick-up truck Other motor vehicle

2014-Jun-09, Mon,10:56 Clear Angle Non-fatal injury Dry West Going ahead Automobile, Other motor station wagon vehicle South Going ahead Automobile, Other motor station wagon vehicle

2014-Sep-26, Fri,08:25 Clear Sideswipe P.D. only Dry East Going ahead Pick-up truck Other motor vehicle East Changing lanes Pick-up truck Other motor vehicle

2014-Nov-12, Wed,17:07 Clear Turning movement Non-fatal injury Dry East Turning left Passenger van Other motor vehicle West Going ahead Automobile, Other motor station wagon vehicle

2015-Jan-26, Mon,09:06 Clear Angle P.D. only Dry West Going ahead Automobile, Other motor station wagon vehicle South Turning left Pick-up truck Other motor vehicle

2015-Jan-23, Fri,11:10 Clear Rear end P.D. only Dry East Slowing or stopping Automobile, Other motor station wagon vehicle East Stopped Pick-up truck Other motor vehicle

2014-Dec-19, Fri,16:32 Clear Rear end P.D. only Dry West Slowing or stopping Unknown Other motor vehicle West Stopped Automobile, Other motor station wagon vehicle West Stopped Automobile, Other motor station wagon vehicle West Stopped Automobile, Other motor station wagon vehicle

January 29, 2020 Page 2 of 17 2015-May-11, Mon,11:30 Clear Turning movement P.D. only Dry East Turning left Pick-up truck Other motor vehicle West Going ahead Automobile, Other motor station wagon vehicle

2015-Apr-23, Thu,11:44 Clear Rear end P.D. only Dry East Slowing or stopping Pick-up truck Other motor vehicle East Stopped Pick-up truck Other motor vehicle

2015-Apr-28, Tue,09:15 Clear Turning movement P.D. only Dry North Turning left Automobile, Other motor station wagon vehicle South Going ahead Pick-up truck Other motor vehicle

2015-Apr-28, Tue,16:48 Clear Sideswipe P.D. only Dry West Changing lanes Automobile, Other motor station wagon vehicle West Stopped Automobile, Other motor station wagon vehicle

2015-Feb-01, Sun,14:38 Clear Angle P.D. only Dry East Going ahead Passenger van Other motor vehicle North Turning left Automobile, Other motor station wagon vehicle

2014-Jul-22, Tue,09:17 Clear Rear end P.D. only Dry East Going ahead Truck - closed Other motor vehicle East Stopped Pick-up truck Other motor vehicle

2015-Aug-20, Thu,13:25 Clear Rear end P.D. only Dry West Slowing or stopping Automobile, Other motor station wagon vehicle West Stopped Pick-up truck Other motor vehicle

January 29, 2020 Page 3 of 17 2015-Jul-22, Wed,18:12 Clear Turning movement P.D. only Dry West Turning left Automobile, Other motor station wagon vehicle East Going ahead Automobile, Other motor station wagon vehicle

2015-Nov-23, Mon,15:08 Clear Rear end P.D. only Dry West Going ahead Automobile, Other motor station wagon vehicle West Stopped Automobile, Other motor station wagon vehicle

2016-Feb-25, Thu,11:30 Clear Turning movement P.D. only Slush East Turning left Automobile, Other motor station wagon vehicle West Going ahead Automobile, Other motor station wagon vehicle

2016-Mar-03, Thu,06:14 Clear Turning movement P.D. only Dry East Turning left Automobile, Other motor station wagon vehicle West Going ahead Pick-up truck Other motor vehicle

2016-Oct-11, Tue,12:10 Clear Rear end P.D. only Dry East Slowing or stopping Passenger van Other motor vehicle East Stopped Automobile, Other motor station wagon vehicle

2015-Dec-31, Thu,19:15 Snow Turning movement P.D. only Slush East Turning left Automobile, Other motor station wagon vehicle West Going ahead Automobile, Other motor station wagon vehicle

2015-Dec-14, Mon,14:03 Clear Turning movement P.D. only Dry East Turning left Automobile, Other motor station wagon vehicle West Going ahead Automobile, Other motor station wagon vehicle

January 29, 2020 Page 4 of 17 2016-Mar-02, Wed,13:43 Clear Angle Non-fatal injury Dry North Turning left Automobile, Other motor station wagon vehicle West Going ahead Automobile, Other motor station wagon vehicle

2016-Jan-27, Wed,16:15 Clear Turning movement P.D. only Dry West Going ahead Automobile, Other motor station wagon vehicle East Turning left Automobile, Other motor station wagon vehicle South Stopped Pick-up truck Other motor vehicle

2016-Jul-28, Thu,13:36 Clear Sideswipe P.D. only Dry West Changing lanes Passenger van Other motor vehicle West Stopped Pick-up truck Other motor vehicle

2017-Jan-03, Tue,07:27 Snow Turning movement P.D. only Slush West Turning left Pick-up truck Other motor vehicle West Going ahead Automobile, Other motor station wagon vehicle

2017-Nov-21, Tue,11:37 Clear Rear end Non-fatal injury Dry East Slowing or stopping Automobile, Other motor station wagon vehicle East Stopped Automobile, Other motor station wagon vehicle

2017-Feb-21, Tue,08:11 Clear Sideswipe P.D. only Dry South Overtaking Unknown Other motor vehicle South Stopped Bus (other) Other motor vehicle

2016-Dec-14, Wed,15:32 Clear SMV other Non-fatal injury Dry West Turning right Automobile, Pedestrian 1 station wagon

January 29, 2020 Page 5 of 17 2017-May-24, Wed,10:40 Clear SMV other Non-fatal injury Dry South Unknown Unknown Pedestrian 1

2017-Jun-16, Fri,13:27 Clear Turning movement P.D. only Dry East Turning left Automobile, Other motor station wagon vehicle West Going ahead Automobile, Other motor station wagon vehicle

2017-Jul-07, Fri,18:24 Rain Turning movement Non-fatal injury Wet West Turning left Pick-up truck Skidding/sliding West Going ahead Bicycle Other motor vehicle

2017-Nov-01, Wed,18:09 Rain Rear end Non-fatal injury Wet North Slowing or stopping Automobile, Other motor station wagon vehicle North Stopped Automobile, Other motor station wagon vehicle

2018-Jan-06, Sat,16:00 Clear Rear end P.D. only Dry West Going ahead Automobile, Other motor station wagon vehicle West Going ahead Automobile, Other motor station wagon vehicle

2017-Dec-19, Tue,08:35 Snow Turning movement P.D. only Loose snow East Turning left Unknown Other motor vehicle West Going ahead Pick-up truck Other motor vehicle

2017-Dec-31, Sun,17:48 Clear Rear end P.D. only Ice West Going ahead Automobile, Other motor station wagon vehicle West Stopped Automobile, Other motor station wagon vehicle

2018-Jan-25, Thu,16:30 Clear Turning movement P.D. only Wet East Turning left Automobile, Other motor station wagon vehicle West Going ahead Automobile, Other motor station wagon vehicle

January 29, 2020 Page 6 of 17 2018-Mar-09, Fri,15:40 Clear Turning movement Non-fatal injury Dry West Turning left Automobile, Other motor station wagon vehicle East Going ahead Automobile, Other motor station wagon vehicle East Changing lanes Automobile, Other motor station wagon vehicle

2018-Mar-25, Sun,14:04 Clear Angle Non-fatal injury Dry East Going ahead Automobile, Other motor station wagon vehicle North Going ahead Automobile, Other motor station wagon vehicle

2018-Mar-07, Wed,11:43 Snow Turning movement P.D. only Wet West Slowing or stopping Truck - closed Other motor vehicle West Turning left Automobile, Other motor station wagon vehicle

2018-May-28, Mon,09:07 Clear Turning movement Non-fatal injury Dry South Turning left Passenger van Cyclist North Going ahead Bicycle Other motor vehicle

2018-May-10, Thu,17:10 Clear Turning movement P.D. only Dry East Turning left Automobile, Other motor station wagon vehicle West Going ahead Automobile, Other motor station wagon vehicle

2018-Jun-26, Tue,08:25 Clear Turning movement Non-fatal injury Dry West Turning left Automobile, Other motor station wagon vehicle East Going ahead Automobile, Other motor station wagon vehicle

2018-Sep-25, Tue,14:52 Rain Sideswipe P.D. only Wet East Changing lanes Automobile, Other motor station wagon vehicle East Going ahead Automobile, Other motor station wagon vehicle

January 29, 2020 Page 7 of 17 2018-Sep-06, Thu,10:43 Clear SMV other Non-reportable Dry South Turning right Truck - open Pole (sign, parking meter)

2018-Aug-02, Thu,12:28 Clear Sideswipe P.D. only Dry East Changing lanes Automobile, Other motor station wagon vehicle East Going ahead Pick-up truck Other motor vehicle East Stopped Automobile, Other motor station wagon vehicle

2018-Aug-09, Thu,11:15 Clear Sideswipe P.D. only Dry East Changing lanes Automobile, Other motor station wagon vehicle East Going ahead Truck - dump Other motor vehicle

2018-Nov-12, Mon,06:45 Snow Rear end P.D. only Loose snow West Slowing or stopping Automobile, Other motor station wagon vehicle West Going ahead Automobile, Other motor station wagon vehicle

Location: CARLING AVE @ CLYDE AVE/COLE AVE Traffic Control: Traffic signal Total Collisions: 55 Date/Day/Time Environment Impact Type Classification Surface Veh. Dir Vehicle Manoeuver Vehicle type First Event No. Ped Cond'n 2014-Jan-29, Wed,15:37 Clear Turning movement P.D. only Slush North Turning left Automobile, Other motor station wagon vehicle South Going ahead Delivery van Other motor vehicle

2014-Mar-12, Wed,17:04 Drifting Snow Turning movement P.D. only Packed West Turning left Automobile, Other motor snow station wagon vehicle East Going ahead Automobile, Other motor station wagon vehicle

2014-Apr-16, Wed,10:05 Clear Sideswipe P.D. only Dry North Changing lanes Delivery van Other motor vehicle

January 29, 2020 Page 8 of 17 North Going ahead Automobile, Other motor station wagon vehicle

2014-Mar-25, Tue,15:40 Clear Turning movement P.D. only Dry East Turning left Pick-up truck Other motor vehicle West Going ahead Automobile, Other motor station wagon vehicle

2014-Jan-30, Thu,13:05 Clear SMV other Non-fatal injury Dry North Turning left Automobile, Pedestrian 1 station wagon

2014-Jul-19, Sat,12:01 Clear Turning movement P.D. only Dry East Making "U" turn Automobile, Other motor station wagon vehicle West Going ahead Automobile, Other motor station wagon vehicle

2014-Dec-05, Fri,14:15 Clear Turning movement Non-fatal injury Dry West Turning left Automobile, Other motor station wagon vehicle East Going ahead Passenger van Other motor vehicle

2014-Nov-14, Fri,16:14 Snow Turning movement P.D. only Wet East Making "U" turn Automobile, Other motor station wagon vehicle West Going ahead Automobile, Other motor station wagon vehicle

2014-Nov-06, Thu,11:59 Clear Sideswipe P.D. only Dry East Turning left Truck - dump Other motor vehicle East Stopped Truck - dump Other motor vehicle

2015-Feb-10, Tue,17:34 Clear Turning movement P.D. only Dry West Going ahead Automobile, Other motor station wagon vehicle West Making "U" turn Pick-up truck Other motor vehicle

January 29, 2020 Page 9 of 17 2014-Sep-25, Thu,12:15 Clear Sideswipe P.D. only Dry West Unknown Unknown Other motor vehicle West Turning right Automobile, Other motor station wagon vehicle

2014-Oct-29, Wed,15:31 Clear Turning movement P.D. only Dry West Turning left Unknown Other motor vehicle East Going ahead Automobile, Other motor station wagon vehicle

2014-Dec-11, Thu,03:15 Snow SMV other P.D. only Loose snow East Going ahead Automobile, Curb station wagon

2014-Sep-04, Thu,08:20 Clear Angle P.D. only Dry East Making "U" turn Passenger van Other motor vehicle North Turning left Automobile, Other motor station wagon vehicle

2014-Nov-27, Thu,11:34 Clear Turning movement P.D. only Dry North Turning left Automobile, Other motor station wagon vehicle South Going ahead Automobile, Other motor station wagon vehicle

2015-Jan-05, Mon,17:51 Clear Sideswipe P.D. only Wet West Changing lanes Passenger van Other motor vehicle West Going ahead Pick-up truck Other motor vehicle West Going ahead Automobile, Other motor station wagon vehicle

2015-Feb-19, Thu,16:10 Snow Rear end P.D. only Loose snow West Going ahead Unknown Other motor vehicle West Stopped Automobile, Other motor station wagon vehicle West Stopped Automobile, Other motor station wagon vehicle

January 29, 2020 Page 10 of 17 West Stopped Automobile, Other motor station wagon vehicle

2015-Mar-27, Fri,08:15 Snow Rear end P.D. only Wet West Slowing or stopping Automobile, Other motor station wagon vehicle West Stopped Pick-up truck Other motor vehicle

2015-Sep-15, Tue,14:46 Clear Turning movement Non-fatal injury Dry East Turning left Automobile, Other motor station wagon vehicle West Going ahead Automobile, Other motor station wagon vehicle

2016-Feb-12, Fri,09:41 Clear Turning movement Non-fatal injury Wet West Turning left Pick-up truck Other motor vehicle East Going ahead Automobile, Other motor station wagon vehicle

2016-Aug-02, Tue,10:00 Clear Turning movement Non-fatal injury Dry East Turning left Passenger van Other motor vehicle West Going ahead Automobile, Other motor station wagon vehicle

2015-Aug-05, Wed,18:30 Clear Turning movement P.D. only Dry South Turning left Passenger van Other motor vehicle North Going ahead Passenger van Other motor vehicle

2015-Jul-23, Thu,19:14 Clear Turning movement P.D. only Dry South Turning right Pick-up truck Other motor vehicle South Going ahead Automobile, Other motor station wagon vehicle

2015-Dec-08, Tue,09:09 Clear Turning movement P.D. only Dry East Making "U" turn Automobile, Other motor station wagon vehicle

January 29, 2020 Page 11 of 17 West Going ahead Municipal transit Other motor bus vehicle

2016-Oct-08, Sat,15:20 Clear SMV other P.D. only Dry East Turning right Truck and trailer Pole (utility, power)

2017-Jun-28, Wed,17:55 Clear Sideswipe P.D. only Dry East Unknown Unknown Other motor vehicle East Stopped Automobile, Other motor station wagon vehicle

2016-Nov-28, Mon,08:41 Clear SMV other Non-fatal injury Dry North Turning right Automobile, Pedestrian 1 station wagon

2017-May-18, Thu,08:36 Clear Turning movement Non-fatal injury Dry West Going ahead Automobile, Other motor station wagon vehicle East Turning left Automobile, Other motor station wagon vehicle

2017-Jun-27, Tue,14:30 Clear Turning movement P.D. only Dry West Turning left Unknown Other motor vehicle East Turning right Automobile, Other motor station wagon vehicle

2017-Jul-07, Fri,15:43 Clear Rear end P.D. only Dry South Slowing or stopping Motorcycle Other motor vehicle South Stopped Automobile, Other motor station wagon vehicle

2017-Nov-30, Thu,14:31 Clear Rear end P.D. only Wet North Turning right Automobile, Other motor station wagon vehicle North Turning right Pick-up truck Other motor vehicle

January 29, 2020 Page 12 of 17 2017-Jul-26, Wed,08:34 Clear Turning movement Non-fatal injury Dry West Turning left Automobile, Other motor station wagon vehicle East Going ahead Automobile, Other motor station wagon vehicle

2017-Jul-20, Thu,15:48 Clear Angle Non-fatal injury Dry East Going ahead Passenger van Other motor vehicle South Turning left Municipal transit Other motor bus vehicle

2017-Oct-14, Sat,13:15 Clear Turning movement P.D. only Dry North Turning right Delivery van Other motor vehicle South Turning left Automobile, Other motor station wagon vehicle

2017-Sep-22, Fri,15:43 Clear Sideswipe P.D. only Dry East Changing lanes Truck - dump Other motor vehicle East Going ahead Automobile, Other motor station wagon vehicle

2017-Oct-26, Thu,16:59 Clear Turning movement P.D. only Dry North Turning left Automobile, Other motor station wagon vehicle South Going ahead Automobile, Other motor station wagon vehicle

2017-Sep-21, Thu,16:00 Clear Rear end Non-fatal injury Dry East Going ahead Automobile, Other motor station wagon vehicle East Stopped Automobile, Other motor station wagon vehicle

2018-Jan-13, Sat,10:12 Drifting Snow Sideswipe P.D. only Ice West Slowing or stopping Automobile, Skidding/sliding station wagon West Turning left Automobile, Other motor station wagon vehicle

January 29, 2020 Page 13 of 17 2018-Jan-09, Tue,21:41 Clear Sideswipe P.D. only Slush South Unknown Unknown Other motor vehicle South Stopped Automobile, Other motor station wagon vehicle

2018-Jan-10, Wed,21:16 Clear Turning movement P.D. only Wet West Going ahead Automobile, Other motor station wagon vehicle East Turning left Automobile, Other motor station wagon vehicle

2018-Feb-09, Fri,12:58 Clear Rear end P.D. only Wet West Slowing or stopping Truck - dump Other motor vehicle West Turning right Automobile, Other motor station wagon vehicle

2018-Feb-06, Tue,18:13 Clear Turning movement P.D. only Wet West Going ahead Automobile, Other motor station wagon vehicle East Turning left Pick-up truck Other motor vehicle

2018-Feb-01, Thu,07:07 Snow Sideswipe P.D. only Loose snow West Turning left School bus Other motor vehicle West Changing lanes Pick-up truck Other motor vehicle

2018-May-31, Thu,08:11 Clear Turning movement Non-fatal injury Dry East Turning left Automobile, Other motor station wagon vehicle West Going ahead Automobile, Other motor station wagon vehicle

2018-May-18, Fri,11:37 Clear Sideswipe P.D. only Dry East Changing lanes Truck - closed Other motor vehicle East Going ahead Automobile, Other motor station wagon vehicle

January 29, 2020 Page 14 of 17 2018-May-12, Sat,14:30 Clear Turning movement P.D. only Dry West Turning left Automobile, Other motor station wagon vehicle East Going ahead Automobile, Other motor station wagon vehicle

2018-Jun-29, Fri,15:48 Clear Rear end P.D. only Dry East Slowing or stopping Automobile, Other motor station wagon vehicle East Slowing or stopping Automobile, Other motor station wagon vehicle

2018-Oct-19, Fri,09:19 Clear Turning movement P.D. only Dry West Turning left Pick-up truck Other motor vehicle East Going ahead Automobile, Other motor station wagon vehicle

2018-Nov-23, Fri,13:08 Clear SMV other Non-fatal injury Dry North Turning left Automobile, Pedestrian 1 station wagon

2018-Oct-24, Wed,12:43 Clear Turning movement P.D. only Dry East Turning left Automobile, Other motor station wagon vehicle West Going ahead Automobile, Other motor station wagon vehicle

2018-Aug-13, Mon,16:20 Clear Turning movement P.D. only Dry East Turning left Pick-up truck Other motor vehicle West Going ahead Automobile, Other motor station wagon vehicle

2018-Aug-11, Sat,12:51 Clear Turning movement P.D. only Dry East Turning left Automobile, Other motor station wagon vehicle West Going ahead Automobile, Other motor station wagon vehicle

2018-Oct-27, Sat,22:36 Snow Sideswipe P.D. only Wet East Changing lanes Automobile, Other motor station wagon vehicle

January 29, 2020 Page 15 of 17 East Going ahead Automobile, Other motor station wagon vehicle

2018-Aug-17, Fri,10:38 Clear Turning movement P.D. only Wet West Turning left Automobile, Other motor station wagon vehicle East Going ahead Automobile, Other motor station wagon vehicle East Going ahead Truck - closed Other motor vehicle

2018-Nov-16, Fri,07:23 Snow Angle Non-fatal injury Loose snow West Going ahead Automobile, Other motor station wagon vehicle North Going ahead Automobile, Other motor station wagon vehicle South Going ahead Pick-up truck Other motor vehicle

Location: CARLING AVE EB btwn BROADVIEW AVE & BOYD AVE Traffic Control: No control Total Collisions: 4 Date/Day/Time Environment Impact Type Classification Surface Veh. Dir Vehicle Manoeuver Vehicle type First Event No. Ped Cond'n 2017-Mar-31, Fri,09:00 Clear Sideswipe P.D. only Dry East Changing lanes Delivery van Other motor vehicle East Going ahead Pick-up truck Other motor vehicle

2017-Sep-19, Tue,07:46 Clear Rear end Non-fatal injury Dry East Going ahead Automobile, Cyclist station wagon East Going ahead Bicycle Other motor vehicle

2017-Sep-30, Sat,08:41 Clear Sideswipe P.D. only Dry East Changing lanes Automobile, Other motor station wagon vehicle East Going ahead Automobile, Other motor station wagon vehicle

January 29, 2020 Page 16 of 17 2018-Feb-11, Sun,22:01 Freezing Rain SMV other Non-fatal injury Slush East Going ahead Automobile, Pole (sign, station wagon parking meter)

Location: CARLING AVE WB btwn BROADVIEW AVE & HIGHLAND AVE 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-Nov-11, Fri,16:15 Clear Sideswipe P.D. only Dry West Unknown Unknown Other motor vehicle West Going ahead Automobile, Other motor station wagon vehicle

Location: CARLING AVE WB btwn HIGHLAND AVE & COLE AVE 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 2015-Mar-12, Thu,17:10 Clear SMV other P.D. only Dry West Going ahead Automobile, Ran off road station wagon

2014-Dec-17, Wed,16:45 Rain Sideswipe P.D. only Wet West Changing lanes Pick-up truck Other motor vehicle West Going ahead Passenger van Other motor vehicle

January 29, 2020 Page 17 of 17

APPENDIX F

Other Area Developments

Strategy Report

Parsons has been retained by Surface Developments to prepare a TIA in support of a Zoning By-Law Amendment Application (ZBLA) for a proposed residential building development in Ward 15: Kitchissippi. The following report represents Step 4 – Strategy, of the TIA process.

1. SCREENING FORM The Screening Form was submitted to the City of Ottawa for review and verification of the need to complete a Transportation Impact Assessment (TIA). The Trip Generation, Location and Safety triggers of the Screening Form were all met based on the checklist provided by the TIA Guidelines. As such, a TIA Report was deemed required. The Screening Form and responses to City comments are provided in Appendix A.

2. SCOPING REPORT

2.1. EXISTING AND PLANNED CONDITIONS

2.1.1. PROPOSED DEVELOPMENT

The proposed development is located at 1655 Carling Ave and will consist of a total of 260 residential units within a 22- storey building. The site is currently occupied by an unpaved parking lot with an estimated maximum occupancy of 80 vehicles, which is being used by Carling Motors (1622 Carling Ave) and the Canadian Blood Services (1575 Carling Ave). The proposed residential development will be constructed in a single phase, with an anticipated full-buildout date of 2022. Figure 1 below provides the local context of the development site, while Figure 2 provides the current concept plan. The site is currently zoned as an Arterial Mainstreet (AM) zone.

Figure 1: Local Context

1655 Carling Ave – TIA Strategy Report 1

As shown in Table 8, the planned residential building development is expected to result in a net increase of approximately 55 veh/h within the study area, during both morning and afternoon peak hour periods.

3.1.2. TRIP DISTRIBUTION AND ASSIGNMENT

Based on the 2011 OD Survey (Ottawa West district) and the location of adjacent arterial roadways and neighbourhoods, the distribution of site-generated traffic volumes was estimated as follows:  20% to/from the north;  10% to/from the south;  65% to/from the east; and,  5% to/from the west. The expected site-generated auto trips in Table 5 were then assigned to the surrounding road network as shown in Figure 7 below. Furthermore, traffic volumes generated by the existing parking lot (see Table 7) are shown in Figure 8 and the net difference in traffic (see Table 8) is illustrated in Figure 9. With regards to inbound traffic, vehicles were assumed to approach as follows:  65% from east Carling Ave  20% from north Churchill Ave N, and  15% from west Carling Ave (2/3 of which complete the U-turn at Carling/Churchill and 1/3 use Tillburry Ave),

Outbound vehicles were assumed to leave the site as follows:  15% to west Carling Ave  20% to north Churchill Ave N through Tillbury Ave and  65% to east Carling Ave (3/4 of which complete the U-turn at Carling/Clyde/Cole and 1/4 use Tillbury Ave).

Figure 7: Planned Residential Development Site-Generated Traffic

Ave N Ave Cole Ave Cole Churchill 3(9)

STOP Tillbury Ave

STOP

STOP 10(5) 9(6) 19(11)

18(9) SITE 8(4) 4(11) 8(4) 26(14) 52(27) Carling Ave STOP 16(43) 10(28)

1(2) 28(18) 2(4) 2(4) 26(14)

xx AM Peak Hour Volumes (yy) PM Peak Hour Volumes

Clyde Ave Clyde

1655 Carling Ave – TIA Strategy Report 10

Figure 8: Existing Parking Lot Traffic Volumes

Ave N Ave Cole Ave Cole Churchill 2(0)

STOP Tillbury Ave

STOP

STOP 1(3) 1(2) 1(5)

0(5) SITE 0(2) 3(0) 0(2) 1(7) 1(13) Carling Ave STOP 10(1) 7(1)

1(0) 2(7) 1(0) 1(0) 1(7)

xx AM Peak Hour Volumes (yy) PM Peak Hour Volumes

Clyde Ave Clyde Figure 9: Net Traffic Difference

Ave N Ave Cole Ave Cole Churchill 1(8)

STOP Tillbury Ave

STOP

STOP 10(3) 8(4) 18(7)

18(5) SITE 8(2) 2(11) 8(2) 26(7) 51(14) Carling Ave STOP 6(42) 4(27)

0(2) 27(11) 1(4) 1(4) 26(7)

xx AM Peak Hour Volumes (yy) PM Peak Hour Volumes

Clyde Ave Clyde

3.2. BACKGROUND NETWORK TRAFFIC

3.2.1. TRANSPORTATION NETWORK PLANS

Refer to Section 2.1.3: Planned Study Area Transportation Network Changes. A functional design project initiated by the City of Ottawa is currently underway to provide transit priority measures along Carling Ave, from Lincoln Fields to Bronson Ave. Between Lincoln Fields and Sherwood Dr, the plan is to provide a single designated bus lane for transit by reducing the three general purpose lanes to two general purpose lanes along both sides of Carling Ave. This plan is anticipated to

1655 Carling Ave – TIA Strategy Report 11

be implemented by 2020. Figure 10 below shows the functional plan at the frontage of the site, where red lines represent the designated transit bus lanes. Figure 10: Carling Ave Transit Priority Measure

3.2.2. BACKGROUND GROWTH

The introduction of designated transit bus lanes along Carling Ave is expected to help reduce future background traffic through increasing the reliability and performance of transit services. Furthermore, since the area is well developed and there are no major other area developments planned near the subject site, traffic along Carling Ave is not anticipated to increase significantly in the next few years. As such, traffic growth is assumed to be 0% per year for the future horizon year 2022 and 1% per year thereafter for future horizon year 2027. Traffic volumes anticipated for the future background horizon year 2027 is illustrated in Figure 11. Figure 11: Future Background 2027 Traffic Volumes Ave N Ave Churchill Cole Ave Cole

2(5) 16(17) 578(454)

0(2) 96(60) 3(4) 0(1) 49(36) STOP Tillbury Ave

STOP

STOP 1(2) 4(9) 1(1) 32(25)

2(8) 1(7) 24(52) 14(31) 86(122) SITE 315(464) 31(51) 154(218) 631(1948) 641(1871) 66(62) 63(54) 35(30) 243(269) 31(7) 336(182)

1(13) 10(1) 232(241) 85(19) Carling Ave STOP 897(2253)

60(74) 1698(1093) 167(231) 1555(841) 1420(832) 0(1) 98(18) 5(33) 51(87) 11(96) 11(26) 121(126) 147(210)

xx AM Peak Hour Volumes (yy) PM Peak Hour Volumes

Clyde Ave Clyde

1655 Carling Ave – TIA Strategy Report 12

3.2.3. OTHER DEVELOPMENTS

Description of other area developments taking place within the study area was provided in Section 2.1.3 - Other Area Developments. For the purposes of this report, there are no additional traffic volumes associated with adjacent area developments that will be included in the analysis.

3.3. DEMAND RATIONALIZATION

Given that the number of lanes along Carling Ave is anticipated to be reduced to two general-purpose lanes in each direction, capacity of the study area intersections in future horizon years will be significantly lower than the capacity of Carling Ave in existing conditions. However, based on the Carling Avenue Transit Priority Measures and Functional Design Report (WSP, June 2017), east-west traffic along Carling Ave is forecasted to decrease by up to 20% due to the implementation of the continuous dedicated bus lanes. The resulting anticipated traffic volumes for future background horizon years 2022 and 2027 are illustrated in Figure 12 and Figure 13. Note that, as per Section 3.2.2, a 1% per year background growth rate was applied to traffic volumes between horizon year 2022 and 2027. Figure 12: Future Background 2022 Traffic Volumes, with 20% East-West Reduction Ave N Ave Churchill Cole Ave Cole

2(5) 16(17) 578(454)

0(2) 96(60) 3(4) 0(1) 49(36) STOP Tillbury Ave

STOP

STOP 1(2) 4(9) 1(1) 32(25)

2(8) 1(7) 24(52) 14(31) 86(122) 315(464)

31(51) SITE 154(218) 481(1484) 488(1426) 66(62) 63(54) 35(30) 243(269) 31(7) 336(182)

1(13) 10(1) 232(241) 85(19) Carling Ave STOP 732(1790)

60(74) 1347(883) 167(231) 1185(641) 1082(634) 0(1) 98(18) 5(33) 51(87) 11(96) 11(26) 121(126) 147(210)

xx AM Peak Hour Volumes (yy) PM Peak Hour Volumes

Clyde Ave Clyde

1655 Carling Ave – TIA Strategy Report 13

Figure 13: Future Background 2027 Traffic Volumes, with 20% East-West Reduction Ave N Ave Churchill Cole Ave Cole

2(5) 16(17) 578(454)

0(2) 96(60) 3(4) 0(1) 49(36) STOP Tillbury Ave

STOP

STOP 1(2) 4(9) 1(1) 32(25)

2(8) 1(7) 24(52) 14(31) 86(122) 315(464)

31(51) SITE 154(218) 505(1558) 512(1497) 66(62) 63(54) 35(30) 243(269) 31(7) 336(182)

1(13) 10(1) 232(241) 85(19) Carling Ave STOP 769(1880)

60(74) 1414(927) 167(231) 1244(673) 1136(666) 0(1) 98(18) 5(33) 51(87) 11(96) 11(26) 121(126) 147(210)

xx AM Peak Hour Volumes (yy) PM Peak Hour Volumes

Clyde Ave Clyde

4. ANALYSIS

4.1. DEVELOPMENT DESIGN

Exempt – see Section 2.3. Note that surface parking spaces are proposed to be located on the north end of the site, while access to the underground parking is proposed on the northeast end of the site. Indoor and outdoor bicycle parking will be provided, based on the parking provisions. Pedestrian sidewalk facilities will be provided throughout the site and bus stops are located near the site (see Section 2.1.2).

4.2. PARKING

Exempt – see Section 2.3. Based on the concept plan, a total of 284 (243 underground and 24 surface) parking spaces are proposed for the development. A total of 138 bicycle parking spaces are proposed as well.

4.3. BOUNDARY STREET DESIGN

Exempt – see Section 2.3. This element will be explored in detail in the future Site Plan Application.

4.4. ACCESS INTERSECTION DESIGN

Exempt – see Section 2.3. As mentioned previously, the access is located on the west end of the site and can be used to access the surface and underground parking entrance at the back end of the building. STOP control is determined to be sufficient for vehicles exiting the development site.

4.5. TRANSPORTATION DEMAND MANAGEMENT

The TDM checklist is attached in Appendix F.

1655 Carling Ave – TIA Strategy Report 14

APPENDIX G

Strategic Long-Range Model

5 7 4 7

3 1 1 3 2 7 3 7 1 1 1 1 0 7 2 1 1 9 23 60 9 88 4 3 71 2 2420 1 3 3 2432 2 2 7 0 21 7 5 5 9 4 1 5 1 7 3 3 8 6 5 27 9 7 3 1 3 4 2320 8 60 3 5 8 80 03 7 4 8 6 437 3 1 2 28 3 5 6 8 3 1 17 3 28 8 1 3 2 0 1 9 TRANS Regional M3odel 18 8 9 1 8 3 4 6 3 4 5 2 6 8 6 5 7 8 3 6 2 3 6 2 1 48 5 7 4 7 9 9 1 8 Version 2.13 - Assigned December 11, 2019 68 3 5 8 2 9 94 1 7 4 6 4 6 5 6 1 2 2 3 7 4 1 5 7 68 5 AM Peak Hour Total Traffic V2olum1 e 7 1 6 5 3 7 3 2 6 1 1 3 6 7 1 3 3 8 5 8 4 2330 5 95 3 8 4 8 Carling Ave 5 0 1 2 76 4 0 2 2 5 4 2 7 1 1 6 1 7 9 12 5 0 3 6 4 2 7 6 3 4 9 5 2011 Model - Base Sc7 enario 3 2 1 9 1 0 3 9 7 1 8 9 9 7 8 1 8 23 5 0 5 1 1 3 4 8 8 5 1 0 6 1 135 N0 o Modifications from Base Version 2 7 2 2 2 7 4 6 5 4 4 4 3 7 5 0 1 1 4 7 9 5 3 5 4 1 9 54 5 7 7 0 1 88 3 2 1 3 3 344 1 220 8 2 2 5 0 1 1 1 9 2 5 5 User Initials: MM 1 6 6 52 1 2 2 Plot Prepared: January 16, 2020 1 4 8 5 3 9 5 8 7 6 1 9 5 5 7 0 3 8 3 3 6 6 7 4 2 3 4 1 88 3 5 4 EMME Scenario: 21311 1 4 2 5 0 0 3 4 8 6 3 9 4 5 2 6 6 1 1 1 9 2 2492 2 4 34 1 8 2 8 7 89 128 Legend 2 7 1 8 7 4 3 7 2 4 3 8 1 6 92 4 3 9 9 5 5 3 0 4 0 3 0 7 11 2 AM Peak Hour Total Traffic Volume 2 1 2 1 7 30 8

4 1 2 6 4 57 4 9

6 1 3 2431 6 15 3 1 1 1 2 2 7 49 5 1 3 1 7 8 2 8 10000 7 7 4 8 1 4 3 0 4 7 8 22 03 2 2 8000 7 1 8 4 0 7 7 6000 2240 9 4 4 8 4000 11 2 5 1 2000 6 6 54 7 45 9 6 2 1 3 5 9 4 1 3 1 6 5 2 2 1 4 1 8 5 1 6 2 8 7 5 8 4 1 7 2

1 5 3 9 0 5 1 1 7 4 7 7 1 5 40 20 6 4 0 8 6

1 2 1 4 1 2 2 19 1 154 1757 1757 4 3 4 5 4 1 3 5 5 6 7 24 1 2 1 5 3 5 1 2 5 Distance (m) 5 8 4 5 9 5 7 8 5 4 3 92 5 7 0 9 7 9 1 1 0 5 4 8 24 98 100 200 300 400 500 57 2 1 26 1 6 6 7 7 15 3 1 2 5 1

1 0 5 8 5

5 2 7 2 3 4 2 1 7 1 5 5 5 9 10 3 9 4 0 3 0 8 5 5 7 1 117 4 9 3 7 3 5 6 1 5 5 4 1 54 3 1 0 2 8 7 1 8 4 0 1 1 1 20 0 1 9 2491 1 4 6 1 5 2 8 70 7 6 1 1 1 75 1 04 69 8 1 1 7 2 7 3 6 3 3 4 1 97 4 1 3 4 1 0 4 4 4 1 1 2 3 1 5 9 3 1 1 5 5 7 9 17 7 2 4 2 6 32 8 2 1 7 1 13 8 1 23 96 1 3 6 8 9 7 4 5 2250 5 5 2 2 3 0 2 1 4 0 7 1 0 5 5 90 3 6 5 1 20 6 2 0 3 3 1 1 1 5 3 4 5 2 7 1 5 2 1 1 3 3 8 3 4 5 6 4 7 1 1 7 7 1 5 13 5 0 4 5 5 6 96 2 50 6 2 5 5 7 3 8 01 2 0 1 9 2 4 2 15 24 4 1 9 310 3 2 4 0 25 103 6 8 2 1 4 22 0 0 4 8 8 526 4 9 7 1 4 3 73 1 8 8 2 2 3 2 6 5 5 3 14 2 5 1 7 6 9 4 17 3 5 83 2 7 0 0 1 3 5 36 2 3 7 1 8 9 1 20 2441 8 3 22 8 1 5 25 1 2 9 44 5 1 7 6 0 3 1 3 4 0 93 4 5 7 4 1 2 2 1 4 5 2500 4 3 2 8 3 8 7 4 6 5 6 5 3 0 1 5 8 1 5 1 7 3 0 1 7 3 2 9 8 4 3 19 9 9 17 5 1 2 13 2 0 158 9 16 1 2 6 1 0 03 7 5 4 6 9 17 11 23 1 6 2 3 19 6 1 9 4 4 1 5 8 7 2522 5 1 0 4 1 4 6 8 6 1 3 2 0 1 4 6 7 9 4 5 12 4 2 1 3 3 1 6 6 6 2 7 7 1 1 1 9 5 2 6 7 9 41 4 1 1 4 2 4 2 e 61 19 5 - 9 2 0 1 1

115 2260 64 2 1 6 1 6 41 5 6 4 0 8 6 3 2 9 5 5 2 4 9 8 1 4 1 0 9 7 9 6 3 1 1 7 3 5 6 4 1 7 41 6 9 3 6 1 5 6 5 3 7 8 4 9 7 7 97 00 91 4 4 1 3 1 1 1 31 2510 6 10 1 41 3 1 4 6 8 4 0 3 1 8 19 3 3 4 9 7 3 1 1 6 5 0 4 5 0 8 7 2 6 3 4 6 1 6 6 1 7 7 9 4 9 4 3 6 5 8 4 5 17 7 46 3 4 1 164 1 0 10 6 8 8 1 3 95 3 1 6 4 2 8 7 2 6 9 7 3 8 1 4 1 79 1 74 1 1 9 9 3 9 8 3 84 9 1 6 5 1 6 7 1 4 4 7

3 6 1 8 4 2 7 5 4 5 45 4 1 7 1 0 0 7 1 7 1 1 1 8 2 0 The TRA NS model is cont2inuously refined & maintained, and all 0 9 3 7 5 8 22 6 1 3 9 1 2 2521 3 4 3 1 7 6 1 3 74 7 0 4 7 8 8 6 information is prov ided in good faith. Howev er, model outputs are prov ided 8 9 4 4 7 0 4 3 7 3 1 2 4 9 1 8 0 64 10 “as is”, and no warranty or guarantee is prov ided as to the accuracy, 10 9 7 1 0 0 4 3 1 09 3 reliability or reasonableness of the results. In using this data, y ou agree to 2 5 4 2 92 7 1 accept any a5nd all risks arising from any incorrect, incomplete, or 2 5 6 83 0 7 2 1 2 0 1 1 4 7 2 1 77 5 90 9 1 14 1 537 misleading information. 4 4 6 32 1 2 0 3 7 9 Recipients are required to use caution and professional judgement in using 7 1 2 9 8 8 7 4 6 2230 14 4 9 6 4 2 4 4 1 7 7 23 4 and interpreting model outputs. In particular, caution should be used 22 1 2 1 10 4 6 4 when focusing on a geographically limited area (such as a single road or 31 17 3 0 2 5 25 inte2 rs6 ection), as the model is primarily designed to simulate regional-scale 7 36 1 2 6 5 6 1 2 5 7 1 0 6 47 0 2 1 5 4 6 8 phenomena and has2 2b2een calibrated at a regional lev el. 9 13 47 7 2 3 210 6 6 5 3 1 8 0 2 3 1 1 2 4

1 6 7 319 2442 0 7 2 47 A s general good practice, it is recom1 me0 nded that the user confirm the 1 168 7 network coding within the area of interest, and compa76re base y ear forecasts 377 13 1 8 7 against traffic count data to assess the extent to which t5he model may be 2 17 5 2 1 3 8 4 3 ov er- or under-estimating the trav el demand. 1 4 110 8 1 6 1 47 7 © OpenStreetMap contributor2s. 98 1 4 1 0 5 1 0 3 7 7

63 6 4 05 13 13 2 5 0 9 00 3 11 15 9 1 3 0 2 1 7 7 64 1 6 4

4 9 2

5 1 2271 2220 70 69 2 7 3 8

3 1 1 4 7 6 3 5 3 2 1 1 1

9 1 14 5 6 7 1 1 3 53 6 2 5 4 68 2 2420 2 3 5 2432 2 1 7 1 29 6 6 3 9 1 1 3 1 6 7 6 1 9 2 8 46 2 2 56 7 4 0 55 2320 3 2 70 4 68 66 5 07 0 14 5 3 2 6 2 6 3 6 3 8 23 4 1 2 3 9 2 4 4 2 7 1 2 7 6 0 0 8 TRAN3 S Regional Mod5el 2 3 1 60 8 5 1 0 2 2 3 7 13 3 4 4 4 0 1 2 0 7 5 2 2 05 2 8 2 1 130 Version 2.11 - Assigned December 11, 2019 1 0 7 3 3 82 3 5 5 5 4 1 8 9 5 1 4 6 3 6 4 0 2 7 8 6 13 3 6 2 2 3 4 1 7 3 9 0 4 9 8 AM Peak Hour Total Tra1 ffic Volume5 5 7 4 1 4 3 5 2330 1 30 1 7 5 7 1 1 3 2 Carling Ave 7 5 2 1 8 1 6 2 3 3 9 31 5 2 3 7 3 1 8 4 69 4 7 3 1 e 4 3 7 9 2 9 6 - 4 4 3 5 201 3 21 Model - Afford0 able Road &0 Transit Network18 0 4 2 0 7 9 1 4 4 2 7 5 8 1 9 63 9 3 1 2 1 2 8 8 2 67 4 5 No Modific47ations from Base Version 1 8 2 7 1 0 3 9 5 3 9 0 3 5 3 2 2 49 3 4 1 2 1 55 6 6 3 1 3 418 1 199 7 2 8 1 8 9 7 3 3 2 11 5 2 5 5 02 3 4 User Initials: MM 4 16 6 1 9 78 0 9 0 4 7 7 8 1 2 4 4 1 2 5 3 0 Plot Prepared: January 16, 2020 8 7 1 2 3 9 3 4 1 46 4 1 1 4 5 0 6 5 1 9 4 5 9 5 4 7 7 EMME Scenario: 21131 11 3 1 9 1 2 23 9 8 2492 47 1 4 2 6 221 1 129

3 1 1 5 Legend 1 4 2 7 1 5 3 7 3 7 58 9 3 8 4 2 18 4 3 5 1 3 6 1 1 6

2 1 1 2 1 5 28 7

0 4 64 9 0 4

7 3 1 2431 1 1 14 AM Peak Hour T4 otal Traffic Volume 1 9 3 1 3 48 6 1 4 8 5 8 5 4 1 7 8 2 2 5 2 4 09 278 1 8 9 3 6 1 3 1 7 2 1 2 4 2 10000 2240 2 1 8000 1 11 60001 9 10 6 49 5 4000 38 8 8 7 1 3 0 3 7 7 2000 3 4 0 6 1 1 2 2 0 5 1 4 6 2 8 1 4

6 1 7 1 5 8 7 3 6 0 7 1 1 3 8 6 3 1 0 33 15 5 4 0 7 1

1 1 1 3 1 3 0 1 0 2 5 149 1675 167 6 3 2 2 5 3 7 2 6 0 5 4 1 1 2 1 3 2 8 9 6 5 6 2 4 3 7 6 5 5 9 3 8 4 7 3 1 20 6 16 9 1 9 0 3 4 9 20 Distance (m) 4 1 1 5 1 65 0 2 9 3 7 7 3 1 2 1 1 0 0 200 300 400 500 8

0 5 5 9 1 4 3 1 3 2 1 7 1 5 6 1 0 8 9 7 6 1 3 2 0 3 4 3 2 1 113 4 5 0 4 3 2 1 6 1 0 4 1 23 9 1 3 4 4 5 3 1 8 2 9 4 6 1 17 0 1 5 2491 1 8 7 1 6 0 0 66 10 5 1 8 1 8 0 7 4 6 3 4 2 1 2 3 3 8 6 8 3 3 0 1 99 1 9 6 1 8 2 8 6 6 7 8 3 9 5 9 9 1 5 5 1 7 9 15 2 3 5 4 1 9 1 9 2 03 0 3 1 1 1 5 4 1 1 8 6 4 4 4 6 6 6 5 2250 4 2 6 6 1 4 1 4 7 6 0 5 2 86 6 4 0 1 16 5 2 1 7 9 1 1 3 1 3 1 0 1 7 1 1 2 3 8 4 3 8 3 4 5 5 4 9 3 1 0 3 6 5 6 4 4 2 2 64 5 30 9 8 5 5 2 2 7 16 65 2 6 1 8 5 1 2 3 1 5 346 1 3 4 2 5 6 4 49 5 1 2 4 5 1 4 1 1 1 4 0 6 4 6 8 559 9 4 0 4 2 4 73 1 2 9 5 2 4 2 4 4 0 76 3 4 8 1 8 5 1 3 36 3 79 6 0 3 5 1 2 4 44 0 6 9 3 4 1 20 2441 4 1 16 2 2 25 1 2 4 1 0 24 5 5 2 2 7 0 2 7 4 1 11 4 3 5 5 7 6 3 1 1 6 2500 7 4 5 2 1 5 4 9 8 7 3 0 5 7 3 1 1 1 6 1 5 2 7 1 2 4 1 6 3 4 9 18 2 2 18 4 2 14 1 7 161 9 16 4 6 15 47 28 2 9 12 2 9 6 5 23 17 2 1 8 3 8 2 1 7 8 2522 5 8 9 5 3 6 9 4 2 1 5 7 8 15 1 4 4 9 5 5 3 10 2 0 0 9 6 4 1 1 6 6 5 3 8 8 28 8 1 5 6 5 4 5 9 3 5 2 8 4 3 0 7 7 5 68 1 5 9 18

2 4 7 09 2 1 2260 4 15 2 8 5 6 29 3 9 6 3 2 7 9 8 9 4 9 1 5 1 2 6 2 8 8 4 3 6 1 7 2 2 4 3 3 5 4 2 2 29 30 1 36 6 41 2 7 9 4 7 4 8 3 1 39 3 26 30 18 0 2 2510 5 92 6 9 9 2 1 4 6 9 4

4 5 1 1 17 0 1 8 5 4 1 1 6 03 5 8 4 9 1 6 6 2 27 3 4 9 6 5 4 8 5 2 9 7 0 9 2 3 6 0 1 3 17 9 51 3 3 3 54 1 1 92 0 5 1 3 13 0 2 9 2 2 8 9 0 7 6 7 9 4 2 5 3 8 5 0 2 1 8 1 2 5 4 4 8 1 7 7 5 1 2 7 2 7 5 9 8 9 1 6 7 6 2 1 7 4

9 5 3 8 57 6 1 9 3 1 3 2 8 1 1 6 9 0 28 1 1 77 5 8 23 7 3 4 9 3 2 2521 3 1 0 2 1 1 9 0 4 77 5 7 9 5 2 7 7 9 4 4 3 9 0 9 0 1 5 1 2 6 6 8 74 92 The TRA NS model is continuously refined & maintained, and all 77 9 9 2 1 5 3 4 3 04 3 information is prov ided in good faith. Howev er, model outputs are prov ided 2 7 5 8 9 7 4 9 “as is”,7 and no warranty or guarantee is prov ided as to the accuracy, 3 3 1 6 56 2 6 2 2 3 4 4 8 2 3 50 7 69 5 4 13 1 529 reliability or reasonablene1 ss 2 of the results. In using this data, y ou agree to 6 accept any and all risks arising from any incorrect, incomplete, or 47 1 2 4 2 misleading information. 0 1 2 8 1 4 5 7 6 0 2 2230 3 4 6 8 7 1 9 5 0 9 4 6 9 8 2 5 2 1 11 92 4 8 4 78 Recipients are required to use caution and professional judgement in usin1g6 0 3 8 1 1 8 8 9 6 3 7 9 2 1 3 and interpreting model outputs. In particular, caution should be used 3 20 3 3 6 8 1 8 4 9 1 0 87 3 4 3 7 1 63 1 69 120 2 when focusing1 on a geographically limited area (such as a single road or 38 02 3 2 0 20 6 0 7 9 3 1 8 1 2 2 intersection), as the model is primarily designed to simulate r1 egional-scale 1 3 1

1 4 7 338 2442 0 2 9 38 1 5 1 4 phenomena and has been ca4librated at a regional lev el. 3 15 8 02 415 13 4 7 8 A s general good practice, it is recommended tha68t the user confirm the 2 6 1 1 2 4 33 1 8 4 8 network coding within the area of interest, and compare base y ear4 fo1 recasts 9 8 1 9 2 5 8 48 13

6 1

1 9 3 1 4 3 against traffic count data to assess the extent to which the model may be 0 8 8 43 12 13 ov er- or under-estimating the tr2av el demand. 6 2 0 6 8 7 © OpenStreetMap contributors. 5 14 3 1 33 4 3 41 458 8 1 8 0 8 1 3 2 4 14 4 7 2 4 7 37 1 1 8

6 56 4 2220 7 2271 3 1 4 3 2 4 1 7 8 7 5 0 0 5 88 7 8 0 3 4 1 32 10 88 15

APPENDIX H

TDM Checklists

TRANSPORTATION DEMAND MANAGEMENT

TDM-Supportive Development Design and Infrastructure Checklist

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

TDM-Supportive Development Design and Infrastructure Checklist: Non-Residential Developments (office, institutional, retail or industrial)

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 Non-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 areas between the street and building entrances

BASIC 1.1.2 Locate building entrances in order to minimize walking distances to sidewalks and transit stops/stations

BASIC 1.1.3 Locate building doors and windows to ensure visibility of 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; minimize walking distances from buildings to rapid transit; provide pedestrian-friendly, weather-protected (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 such measures as: reducing distances between public sidewalks and major building entrances; providing walkways from public streets to major building 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

other design elements wherever possible (see Official

Plan policy 4.3.12)

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

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

REQUIRED 1.2.3 Provide sidewalks of smooth, well-drained walking surfaces of contrasting materials or treatments to 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 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 network of public sidewalks, multi-use pathways and on- road cycle routes. Where public sidewalks and multi-use pathways intersect with roads, consider providing traffic 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 building entrances to nearby transit stops

BASIC 1.2.7 Ensure that walking routes to transit stops are secure, visible, lighted, shaded and wind-protected wherever 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)

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

Check if completed & TDM-supportive design & infrastructure measures: add descriptions, explanations Non-residential developments or plan/drawing references 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 (see Official Plan policy 4.3.6)

REQUIRED 2.1.2 Provide the number of bicycle parking spaces specified for various land uses in different parts of Ottawa; provide convenient access to main entrances or well- 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 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 commuter cyclists (assuming the cycling mode share target is met), plus the expected peak number of customer/visitor cyclists

BETTER 2.1.5 Provide bicycle parking spaces equivalent to the expected number of commuter and customer/visitor cyclists, plus an additional buffer (e.g. 25 percent extra) to encourage other cyclists and ensure adequate capacity in peak cycling season 2.2 Secure bicycle parking

REQUIRED 2.2.1 Where more than 50 bicycle parking spaces are provided for a single office building, locate at least 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 the expected number of commuter cyclists (assuming the cycling mode share target is met) 2.3 Shower & change facilities

BASIC 2.3.1 Provide shower and change facilities for the use of active commuters

BETTER 2.3.2 In addition to shower and change facilities, provide dedicated lockers, grooming stations, drying racks and laundry facilities for the use of active commuters 2.4 Bicycle repair station

BETTER 2.4.1 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)

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

Check if completed & TDM-supportive design & infrastructure measures: add descriptions, explanations Non-residential developments or plan/drawing references 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 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 4.2 Carpool parking

BASIC 4.2.1 Provide signed parking spaces for carpools in a priority location close to a major building entrance, sufficient in number to accommodate the mode share target for carpools

BETTER 4.2.2 At large developments, provide spaces for carpools in a separate, access-controlled parking area to simplify enforcement 5. CARSHARING & BIKESHARING 5.1 Carshare parking spaces

BETTER 5.1.1 Provide carshare parking spaces in permitted non- residential zones, occupying either required or provided parking spaces (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

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

Check if completed & TDM-supportive design & infrastructure measures: add descriptions, explanations Non-residential developments or plan/drawing references 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 being applied for

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 Separate short-term and long-term parking areas using signage or physical barriers, to permit access controls and simplify enforcement (i.e. to discourage employees from parking in visitor spaces, and vice versa) 7. OTHER 7.1 On-site amenities to minimize off-site trips

BETTER 7.1.1 Provide on-site amenities to minimize mid-day or mid-commute errands

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

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 areas between the street and building entrances

BASIC 1.1.2 Locate building entrances in order to minimize walking distances to sidewalks and transit stops/stations

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

such as courtyards and transit stops; and providing

weather protection through canopies, colonnades, and

other design elements wherever possible (see Official

Plan policy 4.3.12)

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

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

BASIC 1.2.6 Provide safe, direct and attractive walking routes from building entrances to nearby transit stops

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

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

Check if completed & TDM-supportive design & infrastructure measures: add descriptions, explanations Residential developments or plan/drawing references 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 (see Official Plan policy 4.3.6)

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 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

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

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

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 6.2.1 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)

TRANSPORTATION DEMAND MANAGEMENT

TDM Measures Checklist

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

TDM Measures Checklist: Non-Residential Developments (office, institutional, retail or industrial)

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: Non-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 2.2 Bicycle skills training Commuter travel

BETTER 2.2.1 Offer on-site cycling courses for commuters, or subsidize off-site courses 2.3 Valet bike parking Visitor travel

BETTER 2.3.1 Offer secure valet bike parking during public events when demand exceeds fixed supply (e.g. for festivals, concerts, games)

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

Check if proposed & TDM measures: Non-residential developments add descriptions 3. TRANSIT 3.1 Transit information

BASIC 3.1.1 Display relevant transit schedules and route maps at entrances

BASIC 3.1.2 Provide online links to OC Transpo and STO information

BETTER 3.1.3 Provide real-time arrival information display at entrances 3.2 Transit fare incentives Commuter travel

BETTER 3.2.1 Offer preloaded PRESTO cards to encourage commuters to use transit

BETTER 3.2.2 Subsidize or reimburse monthly transit pass purchases by employees Visitor travel

BETTER 3.2.3 Arrange inclusion of same-day transit fare in price of tickets (e.g. for festivals, concerts, games) 3.3 Enhanced public transit service Commuter travel

BETTER 3.3.1 Contract with OC Transpo to provide enhanced transit services (e.g. for shift changes, weekends) Visitor travel

BETTER 3.3.2 Contract with OC Transpo to provide enhanced transit services (e.g. for festivals, concerts, games) 3.4 Private transit service Commuter travel

BETTER 3.4.1 Provide shuttle service when OC Transpo cannot offer sufficient quality or capacity to serve demand (e.g. for shift changes, weekends) Visitor travel

BETTER 3.4.2 Provide shuttle service when OC Transpo cannot offer sufficient quality or capacity to serve demand (e.g. for festivals, concerts, games)

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

Check if proposed & TDM measures: Non-residential developments add descriptions 4. RIDESHARING 4.1 Ridematching service Commuter travel

BASIC 4.1.1 Provide a dedicated ridematching portal at OttawaRideMatch.com 4.2 Carpool parking price incentives Commuter travel

BETTER 4.2.1 Provide discounts on parking costs for registered carpools 4.3 Vanpool service Commuter travel

BETTER 4.3.1 Provide a vanpooling service for long-distance commuters

5. CARSHARING & BIKESHARING 5.1 Bikeshare stations & memberships

BETTER 5.1.1 Contract with provider to install on-site bikeshare station for use by commuters and visitors Commuter travel

BETTER 5.1.2 Provide employees with bikeshare memberships for local business travel 5.2 Carshare vehicles & memberships Commuter travel

BETTER 5.2.1 Contract with provider to install on-site carshare vehicles and promote their use by tenants

BETTER 5.2.2 Provide employees with carshare memberships for local business travel

6. PARKING 6.1 Priced parking Commuter travel

BASIC 6.1.1 Charge for long-term parking (daily, weekly, monthly)

BASIC 6.1.2 Unbundle parking cost from lease rates at multi-tenant sites Visitor travel

BETTER 6.1.3 Charge for short-term parking (hourly)

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

Check if proposed & TDM measures: Non-residential developments add descriptions 7. TDM MARKETING & COMMUNICATIONS 7.1 Multimodal travel information Commuter travel

BASIC 7.1.1 Provide a multimodal travel option information package to new/relocating employees and students Visitor travel

BETTER 7.1.2 Include multimodal travel option information in invitations or advertising that attract visitors or customers (e.g. for festivals, concerts, games) 7.2 Personalized trip planning Commuter travel

BETTER 7.2.1 Offer personalized trip planning to new/relocating employees 7.3 Promotions Commuter travel

BETTER 7.3.1 Deliver promotions and incentives to maintain awareness, build understanding, and encourage trial of sustainable modes 8. OTHER INCENTIVES & AMENITIES 8.1 Emergency ride home Commuter travel

BETTER 8.1.1 Provide emergency ride home service to non-driving commuters 8.2 Alternative work arrangements Commuter travel

BASIC 8.2.1 Encourage flexible work hours

BETTER 8.2.2 Encourage compressed workweeks

BETTER 8.2.3 Encourage telework 8.3 Local business travel options Commuter travel

BASIC 8.3.1 Provide local business travel options that minimize the need for employees to bring a personal car to work 8.4 Commuter incentives Commuter travel

BETTER 8.4.1 Offer employees a taxable, mode-neutral commuting allowance 8.5 On-site amenities Commuter travel

BETTER 8.5.1 Provide on-site amenities/services to minimize mid-day or mid-commute errands

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

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

Legend

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

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

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

Check if proposed & TDM measures: Residential developments add descriptions

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)

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

Check if proposed & TDM measures: Residential developments add descriptions

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