481 Yonge Street - Barrie Hall/Planning-and-Development/Proposed... · Traffic Brief for 481 Yonge Developments Inc. Type of Document: Final Report Project Number: JDE – 19040 Date

481 Yonge Street City of Barrie

Traffic Brief for

481 Yonge Developments Inc.

Type of Document: Final Report

Project Number: JDE – 19040

Date Submitted: May 16th, 2019

_______________________________________ 05/15/19 John Northcote, P.Eng. Professional License #: 100124071

JD Northcote Engineering Inc. 86 Cumberland Street

Barrie, ON 705.725.4035

www.JDEngineering.ca

481 Yonge Street 481 Yonge Developments Inc.

JDE-19040 Date: May 16th, 2019

ii

Legal Notification This report was prepared by JD Northcote Engineering Inc. for the account of 481 Yonge Developments Inc. Any use which a third party makes of this report, or any reliance on or decisions to be made based on it, are the responsibility of such third parties. JD Northcote Engineering Inc. accepts no responsibility for damages, if any, suffered by any third party as a result of decisions made or actions based on this project.



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Table of Contents

1 Introduction ............................................................................................................................. 1

1.1 Background............................................................................................................................... 1

1.2 Study Area ................................................................................................................................ 1

1.3 Analysis Periods ....................................................................................................................... 3

2 Information Gathering ............................................................................................................ 3

2.1 Street and Intersection Characteristics .................................................................................... 3

2.2 Local Transportation Infrastructure Improvements................................................................... 5

2.3 Transit Access .......................................................................................................................... 5

2.4 Other Developments within Study Area ................................................................................... 5

2.5 Background Traffic Growth ....................................................................................................... 6

2.6 Traffic Counts ........................................................................................................................... 6

3 Proposed Development Traffic Generation and Assignment ............................................ 7

3.1 Traffic Generation ..................................................................................................................... 7

3.2 Traffic Assignment .................................................................................................................... 8

4 Intersection Operation with Proposed Development ......................................................... 9

4.1 Traffic Impact Analysis ............................................................................................................. 9

4.2 Site Access ............................................................................................................................... 9

4.3 Sight Distance Review ............................................................................................................ 10

4.4 Parking Review ....................................................................................................................... 10

4.5 Construction Parking .............................................................................................................. 11

5 Summary ............................................................................................................................... 11

List of Tables Table 1 - Traffic Count Data ................................................................................................................... 6 Table 2 – Estimated Traffic Generation of Proposed Development ....................................................... 8 Table 3 – Proposed Development Traffic Distribution Summary ........................................................... 8 Table 4 - Zoning By-law Parking Requirements ................................................................................... 10

List of Figures Figure 1 – Proposed Site Location and Study Area ............................................................................... 2 Figure 2 – Existing Intersection Lane Configuration within Study Area ................................................. 4 Figure 3 – Existing (2019) Traffic Volumes ............................................................................................ 7 Figure 4 – Site Traffic Assignment ......................................................................................................... 9



iv

List of Appendices APPENDIX A – Site Plan APPENDIX B – Crozier TIS Excerpts APPENDIX C – Traffic Count Data APPENDIX D – Transportation Tomorrow Survey Excerpt



1

1 Introduction

1.1 Background

481 Yonge Developments Inc. [the Developer] is proposing a residential development located on a site municipally known as 481 Yonge Street, located at the southeast corner of the intersection of Yonge Street / Macmillan Crescent in the City of Barrie [City]. The proposed development will consist of a 67 unit residential condominium building. The proposed development will include one full-movement access driveway onto Macmillan Crescent [Site Access]. The Developer has retained JD Engineering Inc. [JD Engineering] to prepare this traffic brief in support of the proposed development.

1.2 Study Area

Figure 1 illustrates the location of the subject site and study area intersections, in relation to the surrounding area. The site plan provided by the Client is included in Appendix A. The subject site is bound by Yonge Street to the west, Macmillan Crescent to the north, an existing restaurant to the south and residential lands to the east.



2

Figure 1 – Proposed Site Location and Study Area



3

1.3 Analysis Periods

The weekday morning [AM] and weekday afternoon [PM] peak hours have been selected as the analysis periods for this study.

2 Information Gathering

2.1 Street and Intersection Characteristics

Yonge Street is a five-lane arterial road with an urban cross-section and sidewalks along both sides of the road. Yonge Street has a posted speed limit of 50km/h. Yonge Street is under jurisdiction of the City. Macmillan Crescent is a two-lane local road with an urban cross-section and a sidewalk on the south side. Macmillan Crescent has an unposted (assumed) speed limit of 50km/h. Macmillan Crescent is under jurisdiction of the City. The existing lane configuration within the study area is illustrated in Figure 2.



4

Figure 2 – Existing Intersection Lane Configuration within Study Area



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2.2 Local Transportation Infrastructure Improvements

Construction of the Big Bay Point Road / Harvie Road overpass (five-lane crossing with buffered bike lanes and sidewalk) is currently under construction, with an anticipated completion in the fall of 2020. Based on the City’s Draft Transportation Master Plan (April 2019) [City Draft TMP] the following improvement is anticipated to be completed by 2021:

• Yonge Street1 o Addition of cycle tracks.

2.3 Transit Access

The subject site is serviced by Barrie Transit. The 8A South (RVH / Yonge) and 8B North (Crosstown / Essa) bus route provides connections from the south limits to the north limits of the City on Yonge Street, within the study area. The 8A South bus route operates between 04:55 – 22:15 with weekday daytime service every 30 minutes, between 06:55 – 22:15 on Saturday with daytime service every 30 minutes and between 08:50 – 20:50 on Sunday with service every hour. The 8B North bus route operates between 05:00 – 24:00 with weekday daytime service every 30 minutes, between 07:30 – 24:00 on Saturday with daytime service every 30 minutes and between 08:55 – 20:15 on Sunday with service every hour. The closest 8A South bus stop is located on the west side of Yonge Street 150 metres north of the Yonge Street / Macmillan Crescent intersection. The closest 8B North bus stop is located on the east corner of the Yonge Street / Macmillan Crescent intersection.

2.4 Other Developments within Study Area

Based on a review of the City’s website the Yonge Street and Little Avenue development and 505 Yonge Street development are the only other development that will impact the traffic in the study area. A residential development is proposed on the southeast corner of the Yonge Street / Little Avenue located northwest of the proposed development [Yonge Street and Little Avenue development]. The site is municipally known as 343 Little Avenue and 410 Yonge Street. C.F. Crozier & Associates Inc. prepared a traffic impact study, dated July 2018 [Crozier TIS]. The Yonge Street and Little Avenue development will include 153 townhouse units. The Yonge Street and Little Avenue development is anticipated to be built-out by 2023. A redevelopment of a site municipally known as 505 Yonge Street is proposed, located on the northeast side of Yonge Street, opposite D’Ambrosio Drive [505 Yonge Street redevelopment]. Specifics regarding the proposed development of the 505 Yonge Street redevelopment are not known at this time, however, redevelopment is anticipated to include medium density residential and a small commercial component.

1 The City Draft TMP recommends converting a lane in each direction along Young Street to a High-Occupancy Vehicle [HOV] lane by 2041. Since this improvement is planned in the 2041 horizon year, no adjustments regarding this improvement have been made.



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2.5 Background Traffic Growth

In general, there is a significant amount of anticipated development planned within the annexed lands at the south end of the City, as well as intensification developments along the City’s major corridors. Through our correspondence with the City Traffic Department, background traffic volumes generated by other developments outside the study area, have been estimated using the EMME travel demand model from the City’s Multi-Modal Active Transportation Master Plan (January 2014) [MMATMP]2. A 3.0% per annum background traffic growth rate has been applied on Yonge Street, which is the same rate used in the Crozier TIS and is based on confirmation with the City (excerpts provided in Appendix B). A -0.1% per annum background traffic growth rate has been calculated on Macmillan Crescent, based on a comparison between 2011 and 2031 EMME traffic volume projections, as provided in the EMME model output; consequently, we have assumed no background growth rate on Macmillan Crescent.

2.6 Traffic Counts

Detailed turning movements traffic and pedestrian counts were obtained from the City for the Yonge Street / D’Ambrosio Drive intersection, which is located southeast of the Yonge Street / Macmillan Crescent intersection. Table 1 summarizes the traffic count data collection information.

Table 1 - Traffic Count Data

Intersection (N-S Street / E-W Street)

Count Date AM Peak

Hour PM Peak

Hour Source

Yonge Street / D’Ambrosio Drive

Tuesday, October 17th 2017

07:30 – 08:30

16:15 – 17:15

City

Detailed traffic count data can be found in Appendix C. The peak hours of traffic generation for the study area intersections generally aligned with the anticipated peak hour of traffic generation by the proposed development. To determine the equivalent existing (2019) traffic volumes, the background traffic growth rate noted in Section 2.5 was applied. The volume of traffic on Yonge Street at Macmillian Crescent has been assumed to be equal to the volume of traffic at the north leg of the Yonge Street / D’Ambrosio Drive intersection. For the purposes of this report we have estimated the traffic east on Macmillan Crescent based on the data provided in the Institute of Transportation Engineers [ITE] Trip Generation Manual (10th Edition) [ITE Trip Generation Manual]. The traffic assignment for the existing units is assumed to follow the same traffic distribution as the proposed development, which is described in Section 3.2.

2 The City is in the process of updating the MMATMP. The data form the EMME travel demand model in the in the City Draft TMP was not applied in this case, as it has not been finalized.



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Figure 3 illustrates the existing (2019) AM and PM peak hour traffic volumes at the site access development.

Figure 3 – Existing (2019) Traffic Volumes

3 Proposed Development Traffic Generation and Assignment

3.1 Traffic Generation

The traffic generation for the subject site has been based on the ITE Trip Generation data. The following ITE land uses have been applied to estimate the traffic from the proposed:

• ITE land use #221 (Multifamily Housing (Mid-Rise)) – General Urban/Suburban The estimated trip generation of the proposed development is illustrated below in Table 2.



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Table 2 – Estimated Traffic Generation of Proposed Development

Land Use Size AM Peak Hour PM Peak Hour

IN OUT TOTAL IN OUT TOTAL

Multifamily Housing (Mid-Rise) ITE Land Use: 221

67 units 7 18 25 19 12 31

In order to be conservative, no transportation modal split reduction has been applied to the above-noted traffic generation calculation.

3.2 Traffic Assignment

For the purposes of this study, it has been assumed that all traffic generated by the proposed development will be new traffic and would not be in the study area if the development was not constructed. Beyond the local area the distribution of traffic from the subject site has been estimated based on the 2016 TTS data for the area (excerpt attached as Appendix E). TTS data provides historical data for home-based trip origins with a destination in the 2006 GTA Zone – 8582. The above-noted methodology provides an estimate of the distribution of ingress trips. We have assumed that the distribution of egress trips will follow the inverse of the ingress traffic distribution. For each of the individual areas identified in the TTS data, we have selected the probable route of travel, assuming that people will select their route primarily based on travel time. Table 3 summarizes the trip distribution for the proposed development.

Table 3 – Proposed Development Traffic Distribution Summary

Travel Direction (to/from)

Percent of Total Traffic Generation

North via Yonge Street 69%

South via Yonge Street 26%

East via Macmillan Crescent 4%

Total 100%

Figure 4 illustrates the traffic assignment for the proposed development.



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Figure 4 – Site Traffic Assignment

4 Intersection Operation with Proposed Development

4.1 Traffic Impact Analysis

The proposed development will add approximately 25 AM and 31 PM peak hour trips on Macmillan Crescent. The additional traffic generated by the proposed development will not adversely affect the traffic capacity on Macmillan Crescent and Yonge Street or result in any traffic safety issues with the study area. The existing road network can accommodate the additional traffic generated by the proposed development.

4.2 Site Access

The Site Access will operate efficiently as a full-movement access, with one-way stop control for northbound movements. A single northbound and southbound lane for the Site Access will provide the necessary capacity to service the proposed development.



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The proposed spacing between the Site Access and Yonge Street and between the Site Access and Dixon Court is greater than the suggested minimum corner clearance requirements for a driveway (measure edge to edge of driveway) as identified in the Transportation Association of Canada Design Guide for Canadian Roads (2017) [TAC Guidelines] Figure 8.8.2 (Suggested Minimum Corner Clearances to Accesses or Public Lanes at Major Intersections) – 15 metres for unsignalized condition. Consequently, there no issues with the location of the proposed Site Access driveway.

4.3 Sight Distance Review

A review of the available sight distance for the proposed Site Access was completed as part of this analysis. The sight distance east of the Site Access on Macmillan Crescent is greater than the minimum stopping sight distance requirements as identified in the TAC Guidelines for a design speed of 60km/h (85 metres). The sight distance west of the Site Access ends at Yonge Street (approximately 80 metres west of the Site Access), which is marginally less than the stopping sight distance requirements identified in the TAC Guidelines for a design speed of 60km/h (85 metres); however, vehicles will be turning onto Macmillan Crescent at much slower speed, consequently there are no issues with the anticipated sightlines. The Tomlin Court & Dixon Court / Macmillan Crescent intersection is located 50 metres east of the Site Access, which is less than the stopping sight distance requirements identified in the TAC Guidelines for a design speed of 60km/h (85 metres); however, vehicles will be turning onto Macmillan Crescent at much slower speed, consequently there are no issues with the anticipated sightlines. There are no issues with the sight distance for the proposed Site Access driveway.

4.4 Parking Review

The proposed parking supply for the subject site meets the parking and accessibility parking requirements specified in the City Zoning By-law 2009-141. The proposed parking breakdown is provided in Table 4.

Table 4 - Zoning By-law Parking Requirements

Category

Zoning

By-Law Section

Parking Standard Size Parking

Required Provided

Residential Parking

4.6.1 1.5 spaces per dwelling unit 67 units 101 79

Accessibility Parking

4.6.4 1 plus 3% of the total

number of parking spaces provided in the parking area

- 4 Spaces 2 Spaces

The proposed development is 22 spaces short of the zoning by-law requirement for resident parking and 2 spaces short of the zoning by-law requirement for accessibility parking, based on the RM2 zoning; however, the parking supply exceeds the parking requirement for the MU2 zoning as per City zoning by-law 2017-022.



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It is recommended 1 residential parking spaces be converted into accessibility parking spaces to meet the zoning by-law requirement for accessibility parking under the MU2 zoning. It is recommended that 12 parking spaces are dedicated as visitor parking and the remaining 67 spaces are designated as resident parking and rented / sold independently from the residential units. The City has plans for a high order transit route and enhanced active transportation infrastructure (buffered bike lanes) along Yonge Street, adjacent to the subject site. Consequently, the subject site provides a good opportunity for reduced car dependence.

4.5 Construction Parking

Based on our correspondence with the design team for this project, the Client is committed to the following arrangement for construction parking: The parking of construction vehicles and vehicles owned by staff and subcontractors employed by the Client will be formally directed (in writing where possible) to avoid parking on municipal streets surrounding the subject site and avoid parking within private parking lots surrounding the subject site, without consent from the owner of the parking lots.

5 Summary

481 Yonge Developments Inc. retained JD Engineering to prepare this traffic brief in support of the proposed residential development located on a site municipally known as 481 Yonge Street, is located at the southeast corner of the intersection of Yonge Street / Macmillan Crescent in the City of Barrie. The site plan provided by Innovative Planning Solutions is included in Appendix A. This chapter summarizes the conclusions and recommendations from the study.

1. The proposed development is expected to generate 25 AM and 31 PM peak hour trips in the study area.

2. Background traffic counts were obtained from the City at the Yonge Street / D’Ambrosio Drive intersection, completed Tuesday, October 17th 2017.

3. An estimate of the amount of traffic that would be generated by the Subject Site was prepared and assigned to the study area streets and intersection.

4. The proposed Site Access onto Macmillan Crescent will operate efficiently with one-way stop control for eastbound movements. A single lane for ingress and egress movements will provide the necessary capacity to convey the traffic volume generated by the proposed development.

5. The sight distance available east and west of the Site Access is acceptable for the intended use.

6. The proposed parking supply does not meet the City’s Zoning By-law requirement; it is recommended the proposed development zoning be changed from RM2 zoning to MU2 zoning to meet the zoning by-law requirements for resident parking. It is recommended upon changing the proposed development into an MU2 zone, 2 residential parking spaces be converted into accessibility parking spaces to meet the zoning by-law requirement for accessibility parking.

7. In summary the proposed development will not cause any operational issues and will not add significant delay or congestion to the local roadway network.



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Appendix A – Site Plan



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Appendix B – Crozier TIS Excerpts

TRAFFIC IMPACT STUDY

YONGE STREET AND LITTLE AVENUE

RESIDENTIAL DEVELOPMENT

CITY OF BARRIE

PREPARED FOR:

MASON HOMES INC.

PREPARED BY:

C.F. CROZIER & ASSOCIATES INC.

40 HURON STREET, SUITE 301

COLLINGWOOD, ONTARIO

L9Y 4R3

JULY 2018

CFCA FILE NO. 1509-4851

The material in this report reflects best judgment in

light of the information available at the time of

preparation. Any use which a third party makes of this

report, or any reliance on or decisions made based on

it, are the responsibilities of such third parties. C.F.

Crozier & Associates Inc. accepts no responsibility for

damages, if any, suffered by any third party as a result

of decisions made or actions based on this report.

343 Little Ave/410 Yonge Street, City of Barrie Traffic Impact Study

Mason Homes Inc. July 2018

C.F. Crozier & Associates Inc. Page 4

Project No. 1509-4851

Table 4: 2017 Existing Level of Service

Intersection Control Peak

Hour

Level of

Service1 Control Delay

Maximum

v/c ratio2

95th %ile

Queues >

Storage2

Yonge Street and

Little Avenue Signal

A.M. B 16.1 s 0.60 (WBT) None

P.M. B 19.3 s 0.77 (EBT) None

Little Avenue and

Firman Drive Stop

A.M. B 11.6 s 0.13 (NB) None

P.M. B 14.7 s 0.15 (NB) None

Note1: The Level of Service of a signalized intersection is based on the average control delay per vehicle.

The Level of Service of a stop-controlled intersection is based on the delay associated with the critical minor road

approach. (i.e. Firman Drive)

Note2: All v/c ratios greater than 0.85 or 95th percentile queues in excess of the available storage are highlighted.

The metrics summarized above indicate that the boundary road network is currently operating at a

LOS “B” during all time periods with minimal delays and reserve capacity for increases in traffic

volumes.

4 FUTURE BACKGROUND CONDITIONS

4.1 Horizon Years

Full build-out of the site is expected to occur within the next five years. Accordingly, the horizon years

of 2023 and 2028 were analysed, as they represent five and ten years from the date of this study.

4.2 Growth Rate

Per the agreed upon Terms of Reference with the City of Barrie, a growth rate of three percent

compounded per annum was used for traffic volumes on Yonge Street, and an industry standard

growth rate of two percent compounded per annum was applied to Little Avenue and Firman

Drive.

4.3 Future Roadway Improvements

There are no scheduled roadway improvements within the study area.

4.4 Background Development Trip Generation

Per correspondence with the City of Barrie, analyses of future background traffic operations should

include trips generated by the following future developments:

357 Yonge Street (4-storey, 140 unit senior residence)

482 Yonge Street (3 storey, 34-unit residential apartment building)

For conservative analysis purposes, it is assumed that all background developments listed above will

be fully built out by the first horizon year (2023). Background development information has been

included in Appendix G for reference.



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Appendix C – Traffic Count Data

Ontario Traffic Inc.Morning Peak Diagram Specified Period

From:To:

7:00:009:00:00

One Hour PeakFrom:To:

7:30:008:30:00

Municipality:Site #:Intersection:TFR File #:Count date:

Barrie1731100001Yonge St & D'Ambrosio Dr 217-Oct-17

Weather conditions:

Person(s) who counted:

** Non-Signalized Intersection ** Major Road: Yonge St runs N/S

North Leg Total:

North Entering:

North Peds:

Peds Cross:

1135

457

0

Heavys

Trucks

Cars

Totals

1

0

27

28

11

33

385

429

12

33

412

Heavys

Trucks

Cars

Totals

9

54

615

678

Heavys Trucks Cars Totals

2 3 43 48


1 3 42 46

1 2 39 42

5 5 81

Peds Cross:

West Peds:

West Entering:

West Leg Total:

0

91

139

Yonge St

D'Ambrosio Dr W

N

E

S

Yonge St

Cars

Trucks

Heavys

Totals

424

35

12

471

Cars

Trucks

Heavys

Totals

16

3

1

20

573

51

8

632

589

54

9

Peds Cross:

South Peds:

South Entering:

South Leg Total:

1

652

1123

Comments

Ontario Traffic Inc.Afternoon Peak Diagram Specified Period

From:To:

16:00:0019:00:00

One Hour PeakFrom:To:

16:15:0017:15:00



Weather conditions:



North Leg Total:

North Entering:

North Peds:

Peds Cross:

1517

813

0

Heavys

Trucks

Cars

Totals

2

1

44

47

12

36

718

766

14

37

762

Heavys

Trucks

Cars

Totals

11

31

662

704


5 3 103 111


1 0 46 47

2 1 53 56

7 1 99

Peds Cross:

West Peds:

West Entering:

West Leg Total:

0

107

218

Yonge St

D'Ambrosio Dr W

N

E

S

Yonge St

Cars

Trucks

Heavys

Totals

771

37

14

822

Cars

Trucks

Heavys

Totals

59

2

2

63

616

31

10

657

675

33

12

Peds Cross:

South Peds:

South Entering:

South Leg Total:

0

720

1542

Comments

Ontario Traffic Inc.Total Count Diagram



Weather conditions:



North Leg Total:

North Entering:

North Peds:

Peds Cross:

6089

2852

4

Heavys

Trucks

Cars

Totals

6

3

155

164

61

125

2502

2688

67

128

2657

Heavys

Trucks

Cars

Totals

50

145

3042

3237


27 11 337 375


12 5 243 260

11 8 197 216

37 13 440

Peds Cross:

West Peds:

West Entering:

West Leg Total:

0

490

865

Yonge St

D'Ambrosio Dr W

N

E

S

Yonge St

Cars

Trucks

Heavys

Totals

2699

133

72

2904

Cars

Trucks

Heavys

Totals

182

8

14

204

2799

140

38

2977

2981

148

53

Peds Cross:

South Peds:

South Entering:

South Leg Total:

1

3182

6086

Comments

Ontario Traffic Inc.Traffic Count Summary

Intersection: Yonge St & D'Ambrosio Dr Count Date: 17-Oct-17 Municipality: BarrieNorth Approach Totals South Approach Totals

East Approach Totals West Approach Totals

Includes Cars, Trucks, & Heavys Includes Cars, Trucks, & Heavys

Includes Cars, Trucks, & Heavys Includes Cars, Trucks, & Heavys

Hour Hour

Hour Hour

Ending Ending

Ending Ending

Left Left

Left Left

Thru Thru

Thru Thru

Right Right

Right Right

Grand Grand

Grand Grand

Total Total

Total Total

Total Total

Total Total

Peds Peds

Peds Peds

North/South

East/West

Total

Total

Approaches

Approaches

Calculated Values for Traffic Crossing Major StreetHours Ending:Crossing Values:

Totals:

Totals:

7:00:00 0 0 0 0 0 0 7:00:00 0 0 0 0 08:00:00 0 368 19 387 0 926 8:00:00 11 528 0 539 19:00:00 0 395 22 417 4 1035 9:00:00 21 596 1 618 0

16:00:00 0 0 0 0 0 0 16:00:00 0 0 0 0 017:00:00 0 744 42 786 0 1490 17:00:00 66 638 0 704 018:00:00 0 680 53 733 0 1439 18:00:00 64 642 0 706 019:00:00 0 501 28 529 0 1144 19:00:00 42 573 0 615 0

7:00:00 0 0 0 0 0 2 7:00:00 2 0 0 2 08:00:00 0 0 0 0 1 97 8:00:00 55 3 39 97 09:00:00 0 0 0 0 0 90 9:00:00 50 2 38 90 0

16:00:00 0 0 0 0 0 0 16:00:00 0 0 0 0 017:00:00 0 0 0 0 0 116 17:00:00 58 1 57 116 018:00:00 0 3 0 3 0 71 18:00:00 30 5 33 68 019:00:00 0 4 0 4 0 120 19:00:00 65 3 48 116 0

0:00 7:00 8:00 9:00 16:00 17:00 18:00 19:000 2 59 56 0 59 35 69

0 2688 164 2852 4 6034 204 2977 1 3182 1

0 7 0 7 1 496 260 14 215 489 0

Ontario Traffic Inc.Count Date: 17-Oct-17 Site #: 1731100001

IntervalTime

Passenger Cars - North Approach Trucks - North Approach Heavys - North Approach Pedestrians

Left Left LeftThru Thru ThruRight Right Right North Cross

Cum Cum Cum Cum Cum Cum Cum Cum Cum CumIncr Incr Incr Incr Incr Incr Incr Incr Incr Incr7:00:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15:00 0 0 66 66 3 3 0 0 4 4 0 0 0 0 0 0 0 0 0 07:30:00 0 0 140 74 3 0 0 0 6 2 0 0 0 0 5 5 0 0 0 07:45:00 0 0 240 100 12 9 0 0 15 9 0 0 0 0 10 5 1 1 0 08:00:00 0 0 334 94 18 6 0 0 22 7 0 0 0 0 12 2 1 0 0 08:15:00 0 0 436 102 26 8 0 0 33 11 0 0 0 0 14 2 1 0 0 08:30:00 0 0 525 89 30 4 0 0 39 6 0 0 0 0 16 2 1 0 0 08:45:00 0 0 613 88 34 4 0 0 47 8 0 0 0 0 16 0 2 1 4 49:00:00 0 0 692 79 37 3 0 0 52 5 1 1 0 0 19 3 3 1 4 09:02:37 0 0 692 0 37 0 0 0 52 0 1 0 0 0 19 0 3 0 4 0

16:00:00 0 0 692 0 37 0 0 0 52 0 1 0 0 0 19 0 3 0 4 016:15:00 0 0 855 163 42 5 0 0 55 3 1 0 0 0 23 4 3 0 4 016:30:00 0 0 1035 180 50 8 0 0 63 8 1 0 0 0 25 2 3 0 4 016:45:00 0 0 1215 180 62 12 0 0 71 8 1 0 0 0 27 2 4 1 4 017:00:00 0 0 1393 178 77 15 0 0 83 12 2 1 0 0 31 4 4 0 4 017:15:00 0 0 1573 180 86 9 0 0 91 8 2 0 0 0 35 4 5 1 4 017:30:00 0 0 1747 174 106 20 0 0 95 4 2 0 0 0 38 3 5 0 4 017:45:00 0 0 1904 157 115 9 0 0 103 8 3 1 0 0 44 6 5 0 4 018:00:00 0 0 2034 130 128 13 0 0 109 6 3 0 0 0 44 0 5 0 4 018:15:00 0 0 2160 126 134 6 0 0 112 3 3 0 0 0 47 3 6 1 4 018:30:00 0 0 2266 106 142 8 0 0 117 5 3 0 0 0 54 7 6 0 4 018:45:00 0 0 2390 124 148 6 0 0 122 5 3 0 0 0 59 5 6 0 4 019:00:00 0 0 2502 112 155 7 0 0 125 3 3 0 0 0 61 2 6 0 4 019:01:44 0 0 2502 0 155 0 0 0 125 0 3 0 0 0 61 0 6 0 4 0


IntervalTime

Passenger Cars - East Approach Trucks - East Approach Heavys - East Approach Pedestrians

Left Left LeftThru Thru ThruRight Right Right East Cross


16:00:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 016:15:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 016:30:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 016:45:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 017:00:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 017:15:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 1 017:30:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 017:45:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1 0 0 1 018:00:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 1 0 0 1 018:15:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 1 0 0 1 018:30:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 3 0 0 1 018:45:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 0 0 0 1 019:00:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 0 0 0 1 019:01:44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 0 0 0 1 0


IntervalTime

Passenger Cars - South Approach Trucks - South Approach Heavys - South Approach Pedestrians

Left Left LeftThru Thru ThruRight Right Right South Cross


16:00:00 26 0 1044 0 0 0 4 0 72 0 0 0 2 0 8 0 1 0 1 016:15:00 40 14 1189 145 0 0 5 1 79 7 0 0 5 3 13 5 1 0 1 016:30:00 53 13 1346 157 0 0 7 2 88 9 0 0 5 0 13 0 1 0 1 016:45:00 67 14 1489 143 0 0 7 0 93 5 0 0 6 1 15 2 1 0 1 017:00:00 85 18 1644 155 0 0 7 0 100 7 0 0 6 0 18 3 1 0 1 017:15:00 99 14 1805 161 0 0 7 0 110 10 0 0 7 1 23 5 1 0 1 017:30:00 113 14 1963 158 0 0 7 0 118 8 0 0 7 0 23 0 1 0 1 017:45:00 129 16 2102 139 0 0 7 0 124 6 0 0 7 0 24 1 1 0 1 018:00:00 146 17 2253 151 0 0 8 1 126 2 0 0 8 1 25 1 1 0 1 018:15:00 152 6 2390 137 0 0 8 0 129 3 0 0 8 0 26 1 1 0 1 018:30:00 162 10 2535 145 0 0 8 0 132 3 0 0 11 3 26 0 1 0 1 018:45:00 174 12 2676 141 0 0 8 0 136 4 0 0 14 3 33 7 1 0 1 019:00:00 182 8 2799 123 0 0 8 0 140 4 0 0 14 0 38 5 1 0 1 019:01:44 182 0 2799 0 0 0 8 0 140 0 0 0 14 0 38 0 1 0 1 0


IntervalTime

Passenger Cars - West Approach Trucks - West Approach Heavys - West Approach Pedestrians

Left Left LeftThru Thru ThruRight Right Right West Cross


16:00:00 100 0 0 0 68 0 4 0 0 0 4 0 3 0 5 0 5 0 0 016:15:00 110 10 0 0 76 8 4 0 0 0 5 1 9 6 5 0 5 0 0 016:30:00 122 12 0 0 84 8 4 0 0 0 5 0 10 1 6 1 5 0 0 016:45:00 139 17 0 0 103 19 4 0 0 0 5 0 10 0 6 0 7 2 0 017:00:00 151 12 0 0 122 19 4 0 0 0 5 0 10 0 6 0 7 0 0 017:15:00 156 5 0 0 129 7 4 0 0 0 6 1 10 0 9 3 7 0 0 017:30:00 162 6 0 0 135 6 4 0 0 0 6 0 10 0 10 1 8 1 0 017:45:00 171 9 0 0 149 14 4 0 0 0 6 0 10 0 11 1 8 0 0 018:00:00 180 9 0 0 153 4 5 1 0 0 6 0 10 0 11 0 8 0 0 018:15:00 196 16 0 0 159 6 5 0 0 0 6 0 10 0 12 1 10 2 0 018:30:00 210 14 0 0 171 12 5 0 0 0 6 0 10 0 12 0 10 0 0 018:45:00 227 17 0 0 185 14 5 0 0 0 6 0 12 2 14 2 10 0 0 019:00:00 243 16 0 0 197 12 5 0 0 0 7 1 12 0 14 0 11 1 0 019:01:44 243 0 0 0 197 0 5 0 0 0 8 1 12 0 14 0 11 0 0 0



15

Appendix D – Transportation Tomorrow Survey Excerpt

Transportation Tomorrow Survey 481 Yonge Street

May 14 2019 13:53:46 GMT-0400 (Eastern Daylight Time) - Run Time: 2082ms Tue May 14 2019 13:54:24 GMT-0400 (Eastern Daylight Time) - Run Time: 1916ms

Cross Tabulation Query Form - Trip - 2016 v1.1 Cross Tabulation Query Form - Trip - 2016 v1.1Row: 2006 GTA zone of household - gta06_hhld Row: 2006 GTA zone of household - gta06_hhldColumn: Planning district of destination - pd_dest Column: 2006 GTA zone of destination - gta06_dest

Filters: Filters:(2006 GTA zone of household - gta06_hhld In 8528); and (2006 GTA zone of household - gta06_hhld In 8528); and(Start time of trip - start_time In 700 - 900); and (Start time of trip - start_time In 700 - 900); andTrip purpose of destination - purp_dest ln W Trip purpose of destination - purp_dest ln W

(Planning district of destination - pd_dest In 81)

Trip 2016ROW : gta06_hhld ROW : gta06_hhldCOLUMN : pd_dest COLUMN : gta06_dest

JD Engineering

Documents

481 Yonge Street - Barrie Hall/Planning-and-Development/Proposed... · Traffic Brief for 481 Yonge Developments Inc. Type of Document: Final Report Project Number: JDE – 19040 Date