Final Report
Parking Justification Report – 86 Pinnacle Drive, Kitchener
Prepared for A&F Greenfield Homes Ltd. by IBI Group February 27, 2019
IBI GROUP FINAL REPORT PARKING JUSTIFICATION REPORT – 86 PINNACLE DRIVE, KITCHENER Prepared for A&F Greenfield Homes Ltd.
Document Control Page
CLIENT: A&F Greenfield Homes Ltd. PROJECT NAME: 86 Pinnacle Drive, Kitchener REPORT TITLE: Parking Justification Report – 86 Pinnacle Drive, Kitchener IBI REFERENCE: 118397 VERSION: 2.0 DIGITAL MASTER: W:\118397_86PinnacleDr ORIGINATOR: Andrae Griffith REVIEWER: Peter Richards AUTHORIZATION: Ron Stewart CIRCULATION LIST: 1.0 Draft Report – February 2019 HISTORY: 2.0 Final Report – February 2019
February 27, 2019 IBI GROUP FINAL REPORT PARKING JUSTIFICATION REPORT – 86 PINNACLE DRIVE, KITCHENER Prepared for A&F Greenfield Homes Ltd.
Table of Contents
1 Introduction ...... 2
2 Project Understanding ...... 2
3 Zoning By-law Requirements...... 3
4 Parking Occupancy Studies...... 4
5 Development Area Transportation Network ...... 5
6 Pinnacle Drive Traffic Impacts ...... 7
7 Conclusions and Recommendations ...... 8
List of Exhibits
Exhibit 2-1: Development Location ...... 2 Exhibit 2-2: Proposed Development of Project Site ...... 3 Exhibit 3-1: Zoning By-Law Parking Requirements ...... 4 Exhibit 4-1: Weekday Parking Utilization ...... 5 Exhibit 5-1: Existing Transit Network ...... 6 Exhibit 5-2: Existing Transit Service Patterns ...... 6 Exhibit 5-3: Future Transit Network ...... 7
List of Appendices
Appendix A: Review Agency Correspondence Appendix B: Parking Occupancy Counts Appendix C: Turning Movement Counts
February 27, 2019 i IBI GROUP FINAL REPORT PARKING JUSTIFICATION REPORT – 86 PINNACLE DRIVE, KITCHENER Prepared for A&F Greenfield Homes Ltd.
1 Introduction
IBI Group was retained to undertake a parking study for the property located at 86 Pinnacle Drive in Kitchener, Ontario. A&F Greenfield Homes Ltd. propose to construct a 16-unit residential apartment building geared towards seniors independent living. The purpose of this Parking Justification Report is to determine an appropriate supply to accommodate anticipated parking demand at the proposed development, based upon the zoning by-law requirements, parking demand patterns at comparable developments in Kitchener, and the sustainable transportation network in the area. The traffic impacts of the proposed development on Pinnacle Drive are also briefly discussed. We note that the City of Kitchener did not require a formal Transportation Impact Study for the proposed Zoning By-Law Amendment or Site Plan application given the small-scale nature of the development and limited number of residential uses.
2 Project Understanding
86 Pinnacle Drive is located in the Doon South neighbourhood of the City of Kitchener. The property is located on the east side of Pinnacle Drive, approximately 100 metres north of Doon Valley Drive. The area surrounding the development consists primarily of residential uses, with the Conestoga College Doon Campus being located to the east. The location of the proposed development is illustrated in Exhibit 2-1.
Exhibit 2-1: Development Location
Proposed Development
↑ N
Base Map Source: City of Kitchener. Retrieved February 22, 2019 from: https://map.kitchener.ca/OnPointExt/WebPages/Map/FundyViewer.aspx
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Presently, the property contains a single detached residential dwelling. A&F Greenfield Homes Ltd. are proposing to replace the existing dwelling with a 2-storey, 16-unit residential apartment building geared towards seniors independent living. 23 total parking spaces are proposed to satisfy the parking needs of both residents and visitors. The proposed Site Plan for the development is illustrated in Exhibit 2-2.
Exhibit 2-2: Proposed Development of Project Site
3 Zoning By-law Requirements
The property is presently governed by the City of Kitchener Zoning By-law 85-1 (ZBL 85-1), which specifies that multiple dwellings totalling 13 to 60 dwelling units must supply 1.75 parking spaces for each dwelling unit. As 16 units and 23 parking spaces are proposed, the parking requirement would be 28 spaces (15% of which are required to be for visitors). This results in a ZBL deficit of 5 parking spaces. Though not in effect, the April 2018 final draft of the proposed Kitchener Zoning By-law specifies a requirement of 1.0 resident parking spaces for each dwelling unit, plus 0.10 visitor parking spaces for each dwelling unit. Were these policies to apply, the parking requirement would be 18 spaces and the development would comply with the ZBL. As the proposed zoning by-law is designed to better reflect the goals and objectives of the Official Plan, this suggests that complying with the existing zoning would undermine Kitchener’s built form and sustainability goals. A summary of the parking requirements, proposed supply, and surplus / deficiency is presented in Exhibit 3-1.
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Exhibit 3-1: Zoning By-Law Parking Requirements
Requirement for a Proposed Parking 16-unit Supply (Surplus / Zoning By-Law Land Use Parking Regulation Development Deficiency)
85-1 Multiple dwellings 1.75 spaces per unit 23 resident parking 23 (-5) totalling 13 to 60 15% visitor parking spaces dwelling units 5 visitor parking spaces
28 total parking spaces
Proposed Zoning By- Multiple Dwelling 1.0 resident spaces 16 resident parking 23 (+5) Law – April 2018 Final per unit spaces Draft 0.1 visitor spaces per 2 visitor parking unit spaces
18 total parking spaces
Red text indicates a ZBL deficiency.
4 Parking Occupancy Studies
As requested by City of Kitchener staff at the Pre-Submission Consultation Meeting for the proposed Zoning By-Law Amendment and Site Plan applications, a parking utilization survey was conducted at 278 Carwood Avenue in the City of Kitchener in order to inform an appropriate parking supply for the proposed development. This location was chosen due to similar intended occupants (seniors living independently), similar urban contexts, and similar access to sustainable transportation options. This location was also chosen as the residence is known to be fully occupied. On-site parking occupancy was observed on Thursday, January 31, 2019, and Saturday, February 2, 2019, between the hours of 8:00 a.m. and 8:00 p.m. Observations were collected every 30 minutes, and the observed occupancy was converted to a utilization rate per dwelling unit for comparison purposes. The key findings of the surveys are shown in Exhibit 4-1.
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Exhibit 4-1: Weekday Parking Utilization
Parking Utilization - 278 Carwood Avenue, Kitchener
2.00 ZBL 85-1 parking requirement = 1.75 spaces per dwelling unit 1.80 1.60 Proposed parking supply = 1.44 spaces per dwelling unit 1.40 Peak parking utilization = 1.20 0.48 spaces per dwelling unit 1.00 0.80 0.60 0.40 0.20 0.00
Parking Utilization (Spaces per Dwelling per (Spaces Dwelling Unit) Utilization Parking Time of Day
Weekday Parking Utilization Weekend Parking Utilization Proposed Parking Supply ZBL 85-1 Parking Requirement
As shown in Exhibit 4-1, peak parking utilization was 0.48 parking spaces per dwelling unit, and occurred at 5:00 p.m. on the weekday, and at 11:30 a.m. on the weekend. Trends over the course of the day are consistent with the demographics of the proxy site, as seniors are less likely to be in full time employment, and more likely to see visitors during the daytime. The observed peak parking utilization is significantly lower than the 1.75 parking spaces per dwelling unit ZBL rate, and lower than the 1.44 parking spaces per dwelling unit rate proposed at the development. At this level of demand, only 8 parking spaces would be occupied at the proposed development. This suggests that the proposed parking supply is sufficient to accommodate anticipated parking demand.
5 Development Area Transportation Network
The development is located approximately 100 metres walking distance from the Pinnacle / Doon Valley bus stop, which is served by Grand River Transit (GRT) route 10 – Pioneer. This route operates every 30 minutes on weekdays, Saturdays, and Sundays. Route 10 directly connects with several retail and service locations, and connects extensively with other GRT routes at the termini. Transit services in the development area are illustrated in Exhibit 5-1, while service patterns and destinations are summarized in Exhibit 5-2.
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Exhibit 5-1: Existing Transit Network
Proposed Development
Image Source: 2018 Kitchener-Waterloo system map. Retrieved February 19, 2019 from: https://www.grt.ca/en/schedules-maps/system-map.aspx
Exhibit 5-2: Existing Transit Service Patterns
Walking Time All-day Service Route Notable Connections to Stop (min) Headway (min) 10 - Pioneer Fairway Station, CF Fairview Park Mall, Pioneer Park 1 30 Plaza, Conestoga College
As shown in Exhibit 5-1 and Exhibit 5-2, the level of transit service and connectivity in close proximity of the development allows for transit to be an alternative to automobile ownership for the intended residents. Direct service to CF Fairview Park Mall – the largest shopping centre in the region – is provided, and nearby Conestoga College is a major connection point for several GRT routes serving other areas of the region. This is expected to contribute to lower parking demand at the development by providing a reliable and convenient alternative to vehicle ownership. The anticipated future transportation network in the Kitchener-Waterloo region is illustrated in Exhibit 5-3, and indicates that panned transit improvements in close proximity to the development site will increase the convenience and attractiveness of sustainable transportation.
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Exhibit 5-3: Future Transit Network
Proposed Development
Image source: Region of Waterloo. Retrieved February 24, 2019 from http://rapidtransit.regionofwaterloo.ca/en/projectinformation/system.asp As shown in Exhibit 5-3, local transit service along Homer Watson Boulevard is expected to be upgraded to express bus operation in the future. This will provide a direct, express connection from nearby Congestoga College to CF Fairview Park for future residents of the development.
6 Pinnacle Drive Traffic Impacts
Pinnacle Drive is presently classified as a local roadway by the City of Kitchener. As per the City of Kitchener Integrated Transportation Master Plan (2013), local roads are expected to carry fewer than 2,500 daily vehicles. In order to determine Pinnacle Drive’s ability to accommodate anticipated traffic from the development, vehicle volume counts were conducted on Pinnacle Drive on Thursday, January 31, 2019, at a point approximately 65 metres north of Doon Valley Drive. The observations recorded 65 two-way vehicles during the AM peak hour and 77 vehicles during the PM peak hour. This was converted to an estimated annual average daily traffic (AADT) volume using the relationship presented in Ontario Traffic Manual Book 12: Traffic Signals:
February 27, 2019 7 IBI GROUP FINAL REPORT PARKING JUSTIFICATION REPORT – 86 PINNACLE DRIVE, KITCHENER Prepared for A&F Greenfield Homes Ltd.
+ = 4 𝑎𝑎𝑎𝑎𝑎𝑎𝑎𝑎𝑎𝑎 𝑝𝑝𝑝𝑝𝑝𝑝𝑝𝑝𝑝𝑝 𝐴𝐴𝐴𝐴𝐴𝐴 and
= 16( )
𝐴𝐴𝐴𝐴𝐴𝐴𝐴𝐴 𝐴𝐴𝐴𝐴𝐴𝐴 where
AHV = average hour volume PHV = peak hour volume AADT = annual average daily traffic
Based on the above calculation, the estimated AADT on Pinnacle Drive is 568 vehicles. This is significantly less than the 2,000 vehicle upper limit of typical volumes on local roadways. In order to estimate the number of new vehicle trips resulting from the construction of the development, data from the publication Trip Generation Manual (10th Edition) (Institute of Transportation Engineers, 2017) was consulted. Based on trip generation estimates for Land Use Code 220 – Multifamily Housing (Low-Rise) and Land Use Code 252 – Seniors Adult Housing – Attached, the development is expected to generate between 60 and 80 trips in a 24- hour period. Based on the existing AADT, these trips can be easily accommodated by Pinnacle Drive, and its associated local roadway classification. With respect to the peak hours, anticipated vehicle volumes are up to 12 new two-way vehicle trips in the highest peak hour. This increase is unlikely to be noticed by existing road users.
7 Conclusions and Recommendations
The parking justification report was completed to determine an appropriate parking supply for the proposed seniors oriented residential apartment building. Based on the analysis presented, which considered a review of zoning by-law rates, a review of parking demand at comparable developments, availability of sustainable transportation, and transportation impacts, the following conclusions have been made: • The City of Kitchener Zoning By-law 86-1 specifies that the development is required to provide 28 parking spaces. As the development proposes to supply 23 parking spaces, a ZBL deficit of 5 spaces is anticipated. • The April 2018 final draft of the proposed City of Kitchener ZBL, though not yet in effect, would require that the development supply 18 parking spaces. This would result in a ZBL surplus of 5 parking spaces. As the proposed zoning bylaw is designed to complement the official plan, a lower parking supply would be consistent with the City’s sustainable development goals; • Parking utilization at a comparable development in the City of Kitchener was observed to be 0.48 parking spaces per dwelling unit, which is significantly lower than the existing ZBL requirements. Were this level of utilization applied to the
February 27, 2019 8 IBI GROUP FINAL REPORT PARKING JUSTIFICATION REPORT – 86 PINNACLE DRIVE, KITCHENER Prepared for A&F Greenfield Homes Ltd.
proposed development, only 8 of 23 parking spaces would be occupied. This suggests that the proposed parking supply is sufficient to accommodate anticipated demand; • The proposed development is served by the Grand River Transit 10 - Pioneer bus route, which provides a direct connection to several retail and service locations in southern Kitchener. Connections for onward travel are available at Fairway Station and Conestoga College – Doon Campus, the route termini; and • Pinnacle Drive is a local roadway which is operating well under its design capacity. The development is expected to add an additional 60 - 80 trips in a 24-hour period, which can be easily accommodated by the existing transportation network. Within the peak hours, the anticipated increase in traffic is unlikely to be noticed by other road users. Based on these factors, a parking supply of 23 parking spaces (1.44 spaces/unit) is sufficient to meet anticipated demand. This level of supply is consistent with the sustainable development goals outlined in the City’s Official Plan, is consistent with the proposed zoning bylaw, and is well above the level of parking demand experienced at comparable land uses in the City.
February 27, 2019 9
Appendix A
Review Agency Correspondence Andrae Griffith
From: [email protected] Sent: Tuesday, November 13, 2018 3:59 PM To: Andrae Griffith Cc: [email protected] Subject: RE: 86 Pinnacle Drive - Parking justification for proposed development
Hi Andrae,
Transportation Services isn’t opposed to a reduced parking rate for this use (seniors-oriented residential apartment building), provided proper justification is provided and makes sense.
This application will be going through a zone change and will be a public process, therefore, I have a couple of comments related to your below email.
1. Why are you not proposing to conduct parking occupancy observations of like uses as part of your justification? I would think this would be an opportunity to draw comparisons between observed data and 2016 TTS data. Keep in mind that the residents are active in this area and providing comparisons to conclude that the parking to be provided will be adequate for the needs of the on-site residents is important. 2. How much traffic will be generated by this use and put onto the road network? This is a question residents typically ask, a complete TIS is not required, but you should be able to answer that question in your justification (site generated traffic + AADT traffic along Pinnacle Dr). 3. What roadway classification is Pinnacle Dr and what is the AADT range for this type of roadway, is another question you should be able to answer in your justification. 4. Include current zoning by-law year from other locations in your comparison ie; City of Kitchener 85-1, 1985.
If you have any questions, please feel free to contact me.
Dave Seller, C.E.T. Traffic Planning Analyst | Transportation Services | City of Kitchener 519-741-2200 ext. 7369 | TTY 1-866-969-9994 | [email protected]
From: Andrae Griffith
Dear Mr. Seller,
As you may be aware, IBI Group is working with the owner of 86 Pinnacle Drive on a development application to construct a 16‐unit seniors‐oriented residential apartment building. The development proposes to supply 23 parking spaces, which is slightly less than the zoning by‐law requirement for this land use.
1 In order to determine if the proposed parking supply is appropriate, we propose to submit a parking demand analysis memorandum which will examine the location of the development in the Kitchener; the availability of non‐auto transportation at the development site; and the travel patterns of the seniors population expected to occupy the development, as reported in the 2016 Transportation Tomorrow Survey. In addition, we will compare the parking regulations that presently apply to the proposed development to similar requirements in other municipalities, as well as to the proposed Kitchener Zoning By‐law (April 2018 Draft). Please note that we do not propose to conduct parking occupancy observations as part of this demand analysis.
I trust that the above scope of investigation is satisfactory. Should you have any question or comments regarding the above, please do not hesitate to contact me.
Your acknowledgment of receipt of this email would be greatly appreciated.
Sincerely,
Andrae Griffith
IBI GROUP 7th Floor - 55 St. Clair Avenue West Toronto ON M4V 2Y7 Canada tel +1 416 596 1930 ext 61450 fax +1 416 596 0644
NOTE: This email message/attachments may contain privileged and confidential information. If received in error, please notify the sender and delete this e-mail message. NOTE: Ce courriel peut contenir de l'information privilégiée et confidentielle. Si vous avez recu ce message par erreur, veuillez le mentionner immédiatement à l'expéditeur et effacer ce courriel.
2
Appendix B
Parking Occupancy Counts IBI Group 0:30 Parking Survey 278 Carwood Ave, Kitchener
January 31st and February 2nd, 2019
Time January 31st February 2nd 8:00 ‐ 8:30 9 11 8:30 ‐ 9:00 9 11 9:00 ‐ 9:30 9 10 9:30 ‐ 10:00 9 9 10:00 ‐ 10:30 9 8 10:30 ‐ 11:00 8 6 11:00 ‐ 11:30 9 9 11:30 ‐ 12:00 8 13 12:00 ‐ 12:30 8 11 12:30 ‐ 13:00 9 12 13:00 ‐ 13:30 7 11 13:30 ‐ 14:00 8 10 14:00 ‐ 14:30 8 12 14:30 ‐ 15:00 10 12 15:00 ‐ 15:30 8 9 15:30 ‐ 16:00 10 10 16:00 ‐ 16:30 8 10 16:30 ‐ 17:00 9 11 17:00 ‐ 17:30 13 11 17:30 ‐ 18:00 12 11 18:00 ‐ 18:30 12 12 18:30 ‐ 19:00 11 12 19:00 ‐ 19:30 10 12 19:30 ‐ 20:00 11 11 Supply (approx) 15 (2 disabled) no vehicle was parked on street
Appendix C
Turning Movement Counts Horizon Data Services Ltd 318 Simonston Blvd Thornhill, ON L3T 4T5 "we always count...never estimated" File Name : 110 Pinnacle Drive Site Code : 00000000 Start Date : 1/31/2019 Page No : 1
Groups Printed- Cars - Trucks - Heavys - Cyclists Pinnancle Dr 110 Pinnacle Dr Access Pinnancle Dr From North From East From South From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 0 4 0 0 4 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 8 07:15 AM 0 6 0 1 7 0 0 0 2 2 0 3 0 0 3 0 0 0 0 0 12 07:30 AM 0 6 0 1 7 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 10 07:45 AM 0 10 0 0 10 0 0 0 1 1 0 2 0 0 2 0 0 0 0 0 13 Total 0 26 0 2 28 0 0 0 3 3 0 12 0 0 12 0 0 0 0 0 43
08:00 AM 0 5 0 0 5 0 0 0 1 1 0 6 0 0 6 0 0 0 0 0 12 08:15 AM 0 9 0 0 9 0 0 0 0 0 0 7 0 0 7 0 0 0 0 0 16 08:30 AM 0 10 0 0 10 1 0 0 0 1 0 3 0 0 3 0 0 0 0 0 14 08:45 AM 0 19 0 0 19 0 0 0 1 1 0 5 0 0 5 0 0 0 0 0 25 Total 0 43 0 0 43 1 0 0 2 3 0 21 0 0 21 0 0 0 0 0 67
04:00 PM 0 13 0 0 13 0 0 0 1 1 0 15 0 0 15 0 0 0 0 0 29 04:15 PM 0 8 0 0 8 0 0 0 0 0 0 12 0 0 12 0 0 0 0 0 20 04:30 PM 0 5 0 0 5 1 0 1 0 2 0 7 0 0 7 0 0 0 0 0 14 04:45 PM 0 6 0 0 6 0 0 0 0 0 0 10 0 0 10 0 0 0 0 0 16 Total 0 32 0 0 32 1 0 1 1 3 0 44 0 0 44 0 0 0 0 0 79
05:00 PM 0 11 0 0 11 2 0 1 0 3 0 9 0 0 9 0 0 0 0 0 23 05:15 PM 0 4 0 0 4 1 0 0 0 1 0 13 0 0 13 0 0 0 0 0 18 05:30 PM 0 6 0 0 6 0 0 0 0 0 0 10 0 0 10 0 0 0 0 0 16 05:45 PM 0 5 0 1 6 0 0 0 0 0 0 10 0 0 10 0 0 0 0 0 16 Total 0 26 0 1 27 3 0 1 0 4 0 42 0 0 42 0 0 0 0 0 73
Grand Total 0 127 0 3 130 5 0 2 6 13 0 119 0 0 119 0 0 0 0 0 262 Apprch % 0 97.7 0 2.3 38.5 0 15.4 46.2 0 100 0 0 0 0 0 0 Total % 0 48.5 0 1.1 49.6 1.9 0 0.8 2.3 5 0 45.4 0 0 45.4 0 0 0 0 0 Cars 0 112 0 3 115 3 0 2 6 11 0 108 0 0 108 0 0 0 0 0 234 % Cars 0 88.2 0 100 88.5 60 0 100 100 84.6 0 90.8 0 0 90.8 0 0 0 0 0 89.3 Trucks 0 2 0 0 2 1 0 0 0 1 0 2 0 0 2 0 0 0 0 0 5 % Trucks 0 1.6 0 0 1.5 20 0 0 0 7.7 0 1.7 0 0 1.7 0 0 0 0 0 1.9 Heavys 0 13 0 0 13 1 0 0 0 1 0 9 0 0 9 0 0 0 0 0 23 % Heavys 0 10.2 0 0 10 20 0 0 0 7.7 0 7.6 0 0 7.6 0 0 0 0 0 8.8 Cyclists 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % Cyclists 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Horizon Data Services Ltd 318 Simonston Blvd Thornhill, ON L3T 4T5 "we always count...never estimated" File Name : 110 Pinnacle Drive Site Code : 00000000 Start Date : 1/31/2019 Page No : 2 Pinnancle Dr Out In Total 111 115 226 3 2 5 10 13 23 0 0 0 124 130 254
0 112 0 3 0 2 0 0 0 13 0 0 0 0 0 0 0 127 0 3 Right Thru Left Peds Right 0 0 0 0 0 0 0 0 0 0 110 Pinnacle Dr Access Out 5 0 1 1 3 Left Total
North 0 0 0 0 0
1/31/2019 07:00 AM Thru 0 0 0 0 0 1/31/2019 05:45 PM 0 0 0 0 0 0 0 0 0 0 Thru
In In 13 11 Cars Left 0 1 1 0 0 0 0 0 Trucks 2 0 0 0 2
Right Heavys 0 0 0 0 0 Total
Cyclists Peds 0 0 0 0 0 Out 13 11 0 1 1 6 0 0 0 6 Peds
Left Thru Right Peds 0 108 0 0 0 2 0 0 0 9 0 0 0 0 0 0 0 119 0 0
114 108 222 2 2 4 13 9 22 0 0 0 129 119 248 Out In Total Pinnancle Dr Horizon Data Services Ltd 318 Simonston Blvd Thornhill, ON L3T 4T5 "we always count...never estimated" File Name : 110 Pinnacle Drive Site Code : 00000000 Start Date : 1/31/2019 Page No : 3
Pinnancle Dr 110 Pinnacle Dr Access Pinnancle Dr From North From East From South From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM 0 5 0 0 5 0 0 0 1 1 0 6 0 0 6 0 0 0 0 0 12 08:15 AM 0 9 0 0 9 0 0 0 0 0 0 7 0 0 7 0 0 0 0 0 16 08:30 AM 0 10 0 0 10 1 0 0 0 1 0 3 0 0 3 0 0 0 0 0 14 08:45 AM 0 19 0 0 19 0 0 0 1 1 0 5 0 0 5 0 0 0 0 0 25 Total Volume 0 43 0 0 43 1 0 0 2 3 0 21 0 0 21 0 0 0 0 0 67 % App. Total 0 100 0 0 33.3 0 0 66.7 0 100 0 0 0 0 0 0 PHF .000 .566 .000 .000 .566 .250 .000 .000 .500 .750 .000 .750 .000 .000 .750 .000 .000 .000 .000 .000 .670 Cars 0 38 0 0 38 0 0 0 2 2 0 18 0 0 18 0 0 0 0 0 58 % Cars 0 88.4 0 0 88.4 0 0 0 100 66.7 0 85.7 0 0 85.7 0 0 0 0 0 86.6 Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Heavys 0 5 0 0 5 1 0 0 0 1 0 3 0 0 3 0 0 0 0 0 9 % Heavys 0 11.6 0 0 11.6 100 0 0 0 33.3 0 14.3 0 0 14.3 0 0 0 0 0 13.4 Cyclists 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % Cyclists 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Horizon Data Services Ltd 318 Simonston Blvd Thornhill, ON L3T 4T5 "we always count...never estimated" File Name : 110 Pinnacle Drive Site Code : 00000000 Start Date : 1/31/2019 Page No : 4 Pinnancle Dr Out In Total 18 38 56 0 0 0 4 5 9 0 0 0 22 43 65
0 38 0 0 0 0 0 0 0 5 0 0 0 0 0 0 0 43 0 0 Right Thru Left Peds
Peak Hour Data Right 0 0 0 0 0 0 0 0 0 0 110 Pinnacle Dr Access Out 1 0 1 0 0 Left Total
North 0 0 0 0 0
Peak Hour Begins at 08:00 AM Thru 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 Thru
Cars In In Trucks Left 3 0 1 0 2 0 0 0 0 0 Heavys 0 0 0 0 0
Right Cyclists 0 0 0 0 0 Total Peds 0 0 0 0 0 Out 3 0 1 0 2 2 0 0 0 2 Peds
Left Thru Right Peds 0 18 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 21 0 0
38 18 56 0 0 0 5 3 8 0 0 0 43 21 64 Out In Total Pinnancle Dr Horizon Data Services Ltd 318 Simonston Blvd Thornhill, ON L3T 4T5 "we always count...never estimated" File Name : 110 Pinnacle Drive Site Code : 00000000 Start Date : 1/31/2019 Page No : 5 Horizon Data Services Ltd 318 Simonston Blvd Thornhill, ON L3T 4T5 "we always count...never estimated" File Name : 110 Pinnacle Drive Site Code : 00000000 Start Date : 1/31/2019 Page No : 6
Pinnancle Dr 110 Pinnacle Dr Access Pinnancle Dr From North From East From South From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 13 0 0 13 0 0 0 1 1 0 15 0 0 15 0 0 0 0 0 29 04:15 PM 0 8 0 0 8 0 0 0 0 0 0 12 0 0 12 0 0 0 0 0 20 04:30 PM 0 5 0 0 5 1 0 1 0 2 0 7 0 0 7 0 0 0 0 0 14 04:45 PM 0 6 0 0 6 0 0 0 0 0 0 10 0 0 10 0 0 0 0 0 16 Total Volume 0 32 0 0 32 1 0 1 1 3 0 44 0 0 44 0 0 0 0 0 79 % App. Total 0 100 0 0 33.3 0 33.3 33.3 0 100 0 0 0 0 0 0 PHF .000 .615 .000 .000 .615 .250 .000 .250 .250 .375 .000 .733 .000 .000 .733 .000 .000 .000 .000 .000 .681 Cars 0 27 0 0 27 0 0 1 1 2 0 41 0 0 41 0 0 0 0 0 70 % Cars 0 84.4 0 0 84.4 0 0 100 100 66.7 0 93.2 0 0 93.2 0 0 0 0 0 88.6 Trucks 0 2 0 0 2 1 0 0 0 1 0 1 0 0 1 0 0 0 0 0 4 % Trucks 0 6.3 0 0 6.3 100 0 0 0 33.3 0 2.3 0 0 2.3 0 0 0 0 0 5.1 Heavys 0 3 0 0 3 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 5 % Heavys 0 9.4 0 0 9.4 0 0 0 0 0 0 4.5 0 0 4.5 0 0 0 0 0 6.3 Cyclists 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % Cyclists 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Horizon Data Services Ltd 318 Simonston Blvd Thornhill, ON L3T 4T5 "we always count...never estimated" File Name : 110 Pinnacle Drive Site Code : 00000000 Start Date : 1/31/2019 Page No : 7 Pinnancle Dr Out In Total 41 27 68 2 2 4 2 3 5 0 0 0 45 32 77
0 27 0 0 0 2 0 0 0 3 0 0 0 0 0 0 0 32 0 0 Right Thru Left Peds
Peak Hour Data Right 0 0 0 0 0 0 0 0 0 0 110 Pinnacle Dr Access Out 1 0 0 1 0 Left Total
North 0 0 0 0 0
Peak Hour Begins at 04:00 PM Thru 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 Thru
Cars In In Trucks Left 3 0 0 1 2 0 0 0 0 0 Heavys 1 0 0 0 1
Right Cyclists 0 0 0 0 0 Total Peds 0 0 0 0 0 Out 3 0 0 1 2 1 0 0 0 1 Peds
Left Thru Right Peds 0 41 0 0 0 1 0 0 0 2 0 0 0 0 0 0 0 44 0 0
28 41 69 2 1 3 3 2 5 0 0 0 33 44 77 Out In Total Pinnancle Dr Horizon Data Services Ltd 318 Simonston Blvd Thornhill, ON L3T 4T5 "we always count...never estimated" File Name : 110 Pinnacle Drive Site Code : 00000000 Start Date : 1/31/2019 Page No : 8