Transportation Study PROPOSED MIXED USE DEVELOPMENT Yonge Street, Aurora ON TOWN OF AURORA. December 2016 Project No: NT

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1 Conslting A Division of NextEng Conslting Grop Inc. Transportation Planning Traffic Impact Assessment Parking Assessment Site Access Design & Review Site Servicing and Grading Stormwater Management Mnicipal Road Design Transportation Stdy PROPOSED MIXED USE DEVELOPMENT Yonge Street, Arora ON TOWN OF AURORA December 216 Project No: NT-16-11

2 A Division of NextEng Conslting Grop Inc. December 3, 216 Sccessions Development Corp. c/o FOTENN Planning and Design Attention: Ms. Sarah Miller, MCIP, RPP Re: Transportation Impact Stdy Proposed Official Plan Amendment and Rezoning Application Yonge Street, Arora ON Or Project No. NT NexTrans Engineering (A Division of NextEng Conslting Grop Inc.) is pleased to present the enclosed Transportation Impact Stdy in spport of an Official Plan Amendment and Zoning By-law Amendment for the above noted property. The sbject property is located at the northwest corner of Yonge Street and Tyler Street intersection, in the Town of Arora. The development proposal is to provide a Chrch with a capacity of 45 seats and a 159-nit Retirement Residence. A total of 133 parking spaces will be provided to the sbject site comprising of 48 spaces for the Chrch and 85 spaces for the Retirement Residence. A total of three (3) vehiclar entrances are provided via Yonge Street, Tyler Street and Temperance Street. The stdy concldes that the development proposal can adeqately be accommodated by the existing transportation network with manageable traffic impact to the adjacent pblic roadways. Moreover, the proposed parking spply can sfficiently accommodate the expected parking demand generated from the proposed development. We trst the enclosed sfficiently addresses yor needs. Shold yo have any qestions, please do not hesitate to contact the ndersigned. Yors trly, NEXTRANS ENGINEERING Prepared by: Annosan Srikantha, EIT Transportation Analyst Reviewed by: Richard Pernicky, CET, MITE Principal 1526 Yonge Street, Site 24, Arora, ON, L4G 1N4 Phone: Fax:

3 Transportation Stdy TABLE OF CONTENTS 1. INTRODUCTION EXISTING TRAFFIC CONDITIONS Existing Road Network Transit and Active Transportation Mode Assessment Existing Active Transportation Infrastrctres Active Transportation Mode and Assessment Data Collection Existing Capacity Analysis FUTURE (221) BACKGROUND CONDITIONS Backgrond Development Applications Ftre Backgrond Traffic Assessment SITE TRAFFIC TRIP GENERATION TRIP DISTRIBUTION / ASSIGNMENT FUTURE (221) TOTAL TRAFFIC CONDITIONS PARKING Town of Arora Zoning By-law No LOADING AND ON-SITE CIRCULATION CONCLUSION NT Yonge Street, Arora ON Page 2 December 216

4 Transportation Stdy LIST OF FIGURES Figre 1-1 Site Location Figre 2-1 Existing Traffic Volmes / Lane Configration Figre 3-1 Ftre (221) Backgrond Traffic Volmes Figre 4-1 Site Traffic Volmes Figre 5-1 Ftre (221) Traffic Volmes Figre 7-1 AtoTURN Analysis (MSU TAC-1999) Figre 7-2 AtoTURN Analysis (P TAC-1999) LIST OF TABLES Table 2.1 Existing Traffic Level of Service Table 3.1 Backgrond Site Traffic Trip Generation (15277 Yonge Street Development) Table 3.2 Ftre (221) Backgrond Traffic Level of Services Table 4.1 Site Traffic Trip Generation Table 4.2 Site Traffic Trip Distribtion Table 5.1 Ftre (221) Traffic Levels of Service Table 6.1 Town of Arora Zoning By-law No APPENDICES Appendix A Proposed Site Plan Appendix B Transit Network Appendix C Existing Traffic Data & Signal Timing Plan Appendix D Existing Traffic Level of Service Appendix E Town of Arora Planning Application Stats List Appendix F Nextrans Conslting and Cole Engineering TIS Site Generated Traffic Volmes Appendix G Ftre (221) Backgrond Traffic Level of Service Calclations Appendix H Ftre (221) Traffic Level of Service Calclations NT Yonge Street, Arora ON Page 3 December 216

5 Transportation Stdy 1. INTRODUCTION NexTrans Engineering (A Division of NextEng Conslting Grop Inc.) pleased to present the enclosed Transportation Impact Stdy in spport of an Official Plan Amendment and Zoning By-law Amendment for the proposed Chrch and Retirement Residence development. The sbject lands are located at the northwest corner of Yonge Street and Tyler Street, in the Town of Arora, herein referred to as the sbject site. Figre 1-1 illstrates the sbject site location. The proposed development consist of a Chrch with a capacity of 45 seats and a 159-nit Retirement Residence. A total of 133 parking spaces will be provided to the sbject site comprising of 48 spaces for the Chrch and 85 spaces for the Retirement Residence. A total of three (3) vehiclar entrances are provided via Yonge Street, Tyler Street and Temperance Street. The proposed Site Plan is provided in Appendix A. 2. EXISTING TRAFFIC CONDITIONS 2.1. Existing Road Network The existing sbject lands are located at the northwest corner of Yonge Street and Tyler Street intersection in the Town of Arora. The road network is described as follows: Yonge Street: is a north-soth arterial road nder the jrisdiction control of Town of Arora. It has for (4)-lane cross-section with sidewalks on both sides of the roadway and maintains an n-posted speed limit of 5 km/h in the vicinity of the sbject site. Wellington Street: is an east-west regional road nder the jrisdiction control of York Region. It has for (4)-lane cross-section and maintains a posted speed limit of 5 km/h in the vicinity of the sbject site. An exclsive westbond right-trning lane is provided on approach to Yonge Street. Wellington Street meets Yonge Street as a signalized intersection. Mosley Street: is a east-west local road nder the jrisdiction control of Town of Arora. It has two (2)-lane crosssection and maintains a posted speed limit of 4 km/h in the vicinity of the sbject site. Mosley Street meets Yonge Street as an nsignalized intersection with access to pedestrian crossing. Tyler Street: is a east-west local road nder the jrisdiction control of Town of Arora. It has two (2)-lane crosssection and maintains a posted speed limit of 4 km/h in the vicinity of the sbject site. Tyler Street meets Yonge Street as an nsignalized intersection. Temperance Street: is a north-soth local road nder the jrisdiction control of Town of Arora. It has two (2)-lane cross-section and maintains a posted speed limit of 4 km/h in the vicinity of the sbject site. Temperance Street meets Tyler Street as an nsignalized intersection. The existing road network and existing traffic volmes dring the weekday AM and PM peak hors are illstrated in Figre 2-1. NT Yonge Street, Arora ON Page 4 December 216

6 Transportation Stdy 2.2. Transit and Active Transportation Mode Assessment The sbject site is well serviced by srface transit rotes provided by York Region Transit (YRT) along with Arora's Go Station illstrated in Appendix B. The rote services in the immediate area are described below: 33/33A Wellington: The rote 33/33A Wellington bs service rns eastbond (i.e. Wellington St./Mrray Dr. to St.John's Sdrd./Earl Stewart Dr.) and westbond (i.e. State Farm/16 Ave. to Wellington St./Mrray Dr). The bs service rns Monday to Satrday, with 2 mintes headway. Selected trips dring morning and evening peak hors rote to the Go Train at Arora Go Station. 54 Bayview: The Rote 54 Bayview bs service rns eastbond and westbond (i.e. Hron Heights/Davis Dr. to Victoria St./Wellington S). The bs service rns Monday to Satrday, with 2 mintes headway. Selected trips dring morning and evening peak hors rotes to the Go Train at Arora Go Station. 22/22A King City: The Rote22/22A King City bs service rns northbond and sothbond (i.e. New Market GO bs terminal to York University). The bs service rns Monday to Satrday, with 25 mintes headway. 98/98E Yonge: The rote 98/98E Yonge bs service rns northbond and sothbond (i.e. Bernard Terminal to Finch GO Bs Terminal). The bs service rns all day of the year inclding weekend and holidays, with 25 mintes headway dring Weekdays/Satrday and 31 mintes headway dring Snday/Holidays. 32 Arora Soth: The Rote 32 Arora Soth bs service rns northbond and sothbond (i.e. Seneca College King Camps to Bayview Ave. and Stone Rd). The bs service rns Monday to Satrday, with 25 mintes headway. Selected trips dring morning and evening peak hors rotes to the Go Train at Arora GO Station. 31 Arora North: The Rote 31 Arora North bs service rns clockwise at Arora GO Station and heads throgh Yonge St./Indstrial Pkwy to St. Maximillian Kolbe Catholic H.S. The bs service rns only on weekdays, with 25 mintes headway. Viva Ble this bs rote operates between Finch GO Bs Terminal and Newmarket Terminal, generally in a north-soth direction. Stops are located at northwest and northeast corner of Yonge St. / Wellington Street. This bs service rns on weekdays sothbond (4:45 a.m. 11:35 p.m.) and northbond (5:3 a.m. 12:38 a.m.) with 2 mintes headway. The proposed development is located approximately 13 meters (abot a 2-minte walk) from the existing Chrch Street / Yonge Street bs stops, and 23 meters (abot a 3-minte walk) away from the existing Wellington Street / Yonge Street bs stops. The bs stops are serviced by the aforementioned bs rotes. Frthermore, all rotes are crrently eqipped with PRESTO and wheelchair accessible systems. Based on the stdy prepared by the Ministry of Transportation Ontario entitled: Transit Spportive Gidelines, dated Janary 212, transit sers are generally willing to walk 4 meters to a local stop or 8 meters to a rapid transit station. The Arora GO Station is approximately 75 meters from the proposed sbject site. NT Yonge Street, Arora ON Page 5 December 216

7 Transportation Stdy Existing Active Transportation Infrastrctres Sidewalks The area srronding the proposed development is serviced with dedicated walkways. Crrently, sidewalks are available on both sides of Yonge Street, Tyler Street, Mosley Street and Wellington Street. Bicycle Lanes There are no dedicated bicycle lanes within the vicinity of the sbject site however, there is a high density of amenities indicating many necessities are within walking distance Active Transportation Mode and Assessment Existing Conditions The review of the area srronding the proposed development indicates nmeros retail, food, and service establishments in the area inclding the Arora Pblic Library 1m away (only a 1-minte walk), Bank of Montreal 2m away (abot a 3-minte walk), and T.C. s Brgers directly beside the proposed development to the north. In addition, along Yonge Street in either direction are extensive plazas to service many of the needs of the elderly residents. Figre 2-2 illstrates the walking radis to the srronding amenities Data Collection The traffic data for the Yonge Street and Wellington Street East / Wellington Street West intersection was collected on Tesday Febrary 3, 215 by the Region. The remaining intersections Yonge Street / Mosley Street, Yonge Street / Tyler Street, Tyler Street / Temperance Street were ndertaken by NexTrans Engineering on Monday Agst 22, 216 and Thrsday Agst 25, 216 dring the morning (7: a.m. to 1: a.m.) and afternoon (4: p.m. to 7: p.m.) peak periods. Detailed existing traffic data and signal timing plan is provided in Appendix C Existing Capacity Analysis Capacity analysis at the stdy area intersections were carried ot sing Synchro version 8. Table 2.1 smmarizes the existing Levels of Service for these intersections. A detailed capacity analysis is provided in Appendix D. NT Yonge Street, Arora ON Page 6 December 216

8 Transportation Stdy Intersection Yonge Street & Wellington Street East / Wellington Street West (Signalized) Yonge Street & Existing Site Access/Mosley St (Unsignalized) Yonge Street & Tyler St (Unsignalized) Temperance St & Tyler St (Unsignalized) Temperance St & Wellington Street West (Unsignalized) Table 2.1: Existing Traffic Levels of Service Movement OVERALL EBLTR WBLT WBR NBLTR SBLTR EBLTR WBLTR SBLTR EBLR NBLT EBLTR WBLTR NBLTR SBLTR WBLT NBLR Table 2.1 indicates that the stdy area intersection are crrently operating at excellent levels of service with LOS 'D' or better dring both peak hor periods. Frthermore, all individal trning movements are operating below capacity with acceptable LOS with no critical movements identified. 3. FUTURE (221) BACKGROUND CONDITIONS 3.1. Backgrond Development Applications Weekday AM Peak Hor Weekday PM Peak Hor v/c ratio Delay (s) v/c ratio Delay (s) C (.8) 26. C (.73) 25.4 D (.83) 36.3 D (.81) 36.8 C (.52) 26.1 C (.6) 28.6 C (.5) 2.9 C (.4) 21.7 B (.38) 17.6 B (.57) 18.9 C (.67) 22. B (.44) 18. A (<.1) B (.6) A (.18) B (.6) A (.3) A (.3) A (.4) A (.5) A (.11) A (.4) C (.13) A (<.1) C (.43) A (.3) A fll review of the active developments within the stdy area was reviewed based on the Town of Arora Planning Application Stats List provided in Appendix E. The selected developments identified to be inclded in the ftre backgrond analysis are as follows: B (.9) A (.5) A (.4) A (.6) A (.8) A (.9) A (.4) C (.1) Yonge Street the proposed development consists of 126 nit townhose development. 45 Tyler Street - the proposed development consists of 68 nit condominim townhose development Yonge Street the proposed development consists of 95 nit residential condominim townhose development. Active developments within the stdy area intersection obtained from the City of Arora Planning Application were assessed and the site generated traffic volmes were sed as the baseline for the stdy area intersections ftre (221) backgrond traffic volmes. Nextrans Conslting and Cole Engineering completed the Traffic Impact Stdies for the Yonge Street and 45 Tyler Street, respectively. The site generated traffic volmes from the two stdies are provided in Appendix F. The Yonge Street development proposes 95 nit residential condominim townhose development. As sch, the NT Yonge Street, Arora ON Page 7 December 216

9 Transportation Stdy trip generation forecasts were ndertaken sing the information contained in the Trip Generation Manal, 9 th Edition pblished by the Institte of Transportation Engineers (ITE) for Residential Condominim/Townhose (LUC 23). The expected trip generation calclation is provided in Table 3.1. To remain conservative, no transit redctions were applied to accont for transit or other modes of transportation. Table 3.1 Backgrond Site Traffic Trip Generation (15277 Yonge Street Development) Morning Peak Afternoon Peak Development Magnitde Parameter In Ot In Ot Residential Rate (trips/nit) Condominim/ 95 nits Townhose Units Trips The Yonge Street development proposal is expected to generate 5 two-way new trips (9 inbond and 41 otbond) dring the weekday morning peak hor and 58 two-way new trips (39 inbond and 19 otbond) dring the afternoon peak hor. The trip distribtion and assignment have been derived from the 211 Transportation Tomorrow Srvey (TTS) data smmarized in Table 4.2 of this report Ftre Backgrond Traffic Assessment A five (5)-year (221) horizon period was selected for analysis, which generally coincides with the fll bild ot of the proposed development. It is or opinion the remainder of backgrond developments have been acconted for with a general growth rate of.5% componded annally applied to the throgh movements along Yonge Street and Wellington Street. The general growth rate will represent traffic growth from beyond the stdy area considering the srronded neighborhood is qite matre. Table 3.2 smmarizes the level of service at the given intersections nder ftre (221) backgrond traffic conditions. The ftre (221) backgrond development total site traffic volmes are illstrated in Figre 3-1. Detailed otpt analysis can be fond in Appendix G. Table 3.2: Ftre (221) Backgrond Traffic Levels of Service Intersection Yonge Street & Wellington Street East / Wellington Street West (Signalized) Yonge Street & Existing Site Access/Mosley St (Unsignalized) Yonge Street & Tyler St (Unsignalized) Movement OVERALL EBLTR WBLT WBR NBLTR SBLTR EBLTR WBLTR SBLTR EBLR NBLT Weekday AM Peak Hor Weekday PM Peak Hor v/c ratio Delay (s) v/c ratio Delay (s) C (.87) 27.4 C (.79) 26.4 D (.84) 37.1 D (.83) 37.3 C (.53) 25.8 C (.61) 28.3 C (.5) 2.5 C (.5) 21.2 B (.42) 18.8 C (.65) 21.1 C (.77) 25.6 B (.52) 19.9 A (<.1) B (.7) A (.5) B (.9) A (.3) A (<.1) C (.46) A (.3) B (.1) A (.6) NT Yonge Street, Arora ON Page 8 December 216

10 Transportation Stdy Intersection Temperance St & Tyler St (Unsignalized) Temperance St & Wellington Street West (Unsignalized) Movement EBLTR WBLTR NBLTR SBLTR WBLT NBLR Weekday AM Peak Hor Weekday PM Peak Hor v/c ratio Delay (s) v/c ratio Delay (s) A (.3) 7.3 A (.4) 7.3 A (.4) 7.3 A (.6) 7.5 A (.5) 7.3 A (.8) 7.6 A (.11) 7.7 A (.9) 7.6 A (.5) C (.14) As smmarized in Table 3.2 it is shown that dring ftre backgrond traffic conditions, the sbject stdy area intersections contine to operate at overall excellent level of services with no changes to expected operations. Dring ftre backgrond traffic conditions, the intersections are operating at overall LOS 'D' or better dring the peak hor periods. 4. SITE TRAFFIC TRIP GENERATION TRIP DISTRIBUTION / ASSIGNMENT According to the site plan, the proposed development consists of a Chrch with a capacity of 45 seats and a 159- nit Retirement Residence. Trip generation forecasts were ndertaken sing the information contained in the Trip Generation Manal, 9 th Edition pblished by the Institte of Transportation Engineers (ITE) for Residential Condominim/Townhose (LUC 23). The expected trip generation calclation is provided in Table A (.4) C (.11) Land Use (Size) Residential Condominim/Townhose Units (159 Units) Chrch (49,975 ft 2 ) Table 4.1: Site Traffic Trip Generation Parameter Weekday AM Peak Hor Weekday PM Peak Hor In Ot In Ot Gross Rate New Trips Gross Rate New Trips Based on the trip generation calclations, the proposed development is expected to generate 13 two-way trips (3 inbond and 73 otbond) dring the weekday morning peak hor and 115 two-way trips (72 inbond and 43 otbond) dring the afternoon peak hor. To remain conservative, no trip redctions were applied to accont for transit or other modes of transport. Provided in Table 4.2 are the assmptions for the trip distribtion rates. It is based on the information extracted from the 211 Transportation Tomorrow Srvey (TTS) and the existing road pattern. The site traffic volmes are illstrated in Figre 4-1. NT Yonge Street, Arora ON Page 9 December 216

11 Transportation Stdy Table 4.2: Site Traffic Trip Distribtion Direction Via Trips In Trips Ot North Yonge Street 15% 15% Soth Yonge Street 45% 45% East Wellington Street East 3% 3% West Wellington Street West 1% 1% 1% 1% 5. FUTURE (221) TOTAL TRAFFIC CONDITIONS Ftre (221) total traffic was determined by adding site generated traffic to ftre backgrond traffic volmes dring the weekday AM and PM peak hors, and is illstrated in Figre 5-1. Table 5.1 smmarizes the level of services at the intersections nder ftre total traffic conditions. Detailed analysis otpts are provided in Appendix H. Intersection Yonge Street & Wellington Street East / Wellington Street West (Signalized) Yonge Street & Existing Site Access 1/Mosley St (Unsignalized) Yonge Street & Tyler St (Unsignalized) Temperance St & Tyler St (Unsignalized) Temperance St & Wellington Street West (Unsignalized) Tyler St & Site Access 2 (Unsignalized) Temperance St & Site Access 3 (Unsignalized) Table 5.1: Ftre (221) Traffic Levels of Service Movement OVERALL EBLTR WBLT WBR NBLTR SBLTR EBLTR WBLTR NBLTR SBLTR EBLR NBLT EBLTR WBLTR NBLTR SBLTR WBLT NBLR Weekday AM Peak Hor Weekday PM Peak Hor v/c ratio Delay (s) v/c ratio Delay (s) C (.89) 28.1 C (.81) 27.4 D (.85) 37.6 D (.84) 38. C (.56) 26.3 C (.69) 2.4 C (.5) 2.2 C (.5) 2.9 B (.44) 19.4 C (.67) 22. C (.79) 26.7 C (.54) 2.7 C (.27) B (.7) A (.3) A (.5) C (.24) A (.5) A (.3) A (.4) A (.5) A (.11) A (.5) C (.21) D (.26) D (.56) A (.7) A (.3) C (.29) A (.8) A (.4) A (.6) A (.8) A (.9) As smmarized in Table 5.1, it is shown that dring ftre total traffic conditions, the sbject stdy area intersection as well as the ftre site accesses will to operate at excellent levels of services with only minor changes over Ftre Backgrond Traffic conditions. The stdy area intersections contine operating at LOS 'D' or better dring the peak hor periods. It is important to note, the sothbond throgh and right trn movements from Yonge Street to Wellington Street will frther improve with the addition of the sothbond right trn lane. Based on above, it is or A (.4) C (.15) SBLR A (.3) 8.9 A (.4) 8.9 WBLR SBLT A (.2) A (.) A (.1) A (>.) NT Yonge Street, Arora ON Page 1 December 216

12 Transportation Stdy opinion that the proposed site traffic will have negligible impact to the ftre operations of the external road network and may remain in their crrent state. 6. PARKING 6.1. Town of Arora Zoning By-law No According to the proposed site plan, a total of 133 parking spaces will be provided to the sbject site comprising of 48 spaces for the Chrch and 85 spaces for the Retirement Residence, which incldes a total of 4 Barrier Free spaces. We have reviewed the existing Town of Arora Zoning By-law No which stiplates the aforementioned sbject site development is nder the Instittional Zone. Parking reqirements are otlined in Section of the crrent By-Law. For chrches the minimm parking reqirements are one (1) parking space for each ten (1) seats or six (6) metres of bench space of its maximm seating capacity. The proposed chrch with a total of 1,467.2 sqare metres is assmed to be able to hose 45 people. As sch, the proposed chrch wold be reqired to provide 45 parking spaces. Based on discssion with the owner, the intent of the proposed site plan application is to comply with the existing Chrch reqirements. The proposed development is providing a total of 48 parking spaces for the chrch, inclding two (2) Barrier Free spaces which meets the crrent By-Law reqirement. The crrent By-Law does not define parking spaces specifically for the retirement home se. Using the minimm reqirements for residential dwelling nit in an apartment bilding, or a bilding containing both commercial and residential ses, the parking space reqirements will be 1.5 spaces/nit where a minimm of 2 percent of the spaces provided shall be set aside for and visally identified as visitors' parking. As sch, the proposed retirement home wold reqire a total of 239 total parking spaces, with 48 set aside as visitor parking spaces. Other Site Specific exceptions within the existing zoning By-Law nder the Instittional (I) se otlines parking rates for retirement homes in the range of.393 spaces per nit. The proposed development is providing a total of 85 parking spaces for the retirement home, with 17 dedicated visitor spaces, and two (2) Barrier Free spaces. This does not meet the parking provisions nder the By-Law for residential dwelling nits in an apartment bilding, bt does achieve an average of.5 parking spaces/nit. The achieved rate is above the average site specific parking rates for other retirement homes in Town as noted in other sections of this By-Law, and therefore considered appropriate for this property. It is also in line with the newly drafted comprehensive Zoning By-Law pdate xxxx-16 which incldes a parking rate of.5/dwelling nit specifically for the Retirement Home se. The owner will be sbmitting a Zoning By-law Parking Amendment adhering to a.5 space per site parking reqirement for the Retirement Residence. Barrier Free parking spaces are otlined nder a separate By-Law in the Town of Arora, known as the Parking By- Law Disabled Permit Parking provisions are listed nder Section 5.5a), and reqire a total of 2 parking spaces for parking lots with a total of spaces for which the pblic has access. The proposed development is providing a total of 4 barrier free spaces, which exceeds this reqirement. Based on the above noted parking rates, the parking reqirement for the proposed Chrch and Retirement Residence is detailed in Table 6.1. NT Yonge Street, Arora ON Page 11 December 216

13 Transportation Stdy Table 6.1 Town of Arora Zoning By-law No Parking Reqirements Land Use Units/Variable Parking Rates Parking Reqirement Amendment Proposed Parking Reqirement Parking Provided Difference Retirement Home (Instittional Zone) 159 Chrch 45 Barrier Free 1.5 spaces per site (2% visitor) 1 space per 1 seats 2 spaces for a pblic parking lot btw spaces 239 (48 visitor).5 spaces/dwelling nit In accordance with the parking provisions otlined in the existing Town of Arora Zoning By-law No and the owner s Zoning By-law Parking Amendment, the proposed Chrch and Retirement Home is reqired to provide 127vehicle parking spaces. In comparing the provided parking spply with the by-law reqirements, the sbject site has a parking srpls of 6 spaces. On this basis, it is or opinion the parking provided can sfficiently meet the site reqirements. 7. LOADING AND ON-SITE CIRCULATION According to the site plan provided, a total of three (3) vehiclar entrances are provided via Yonge Street, Tyler Street and Temperance Street. As mentioned earlier, Mosley Street meets Yonge Street as an nsignalized intersection with access to pedestrian crossing. An otbond shared lane configration is provided at all site accesses and it is recommended a Stop Bar (Ra-1) inside the property be provided in accordance to Ontario Traffic Manal (OTM) Book 5. Based on the reslts of the ftre total Synchro otpts, there will be no minimal inbond or otbond qeing isses. The site accesses will operate at excellent levels of services and will not reqire axiliary lanes de to the low site related traffic volmes. An AtoTURN analysis was ndertaken to confirm the adeqacy of the trning radis and the site circlation available for a typical 1m Garbage Trck/Fire Trck (MSU TAC-1999) provided in Figre 7-1. As detailed in Figre 7-1, the MSUTAC-1999 deigns vehicle can manoevre within the proposed site with ease. We have also ndertaken an AtoTURN analysis in the parking lot area sing a 5.6 m long large size Passenger Car (P-TAC 1999) and it was determined that these fll sized passenger vehicles can effectively manever throgh the sbject development as illstrated in Figre 7-2. NT Yonge Street, Arora ON Page 12 December 216

14 Transportation Stdy CONCLUSION The findings and conclsions of or analysis are as follows: The development proposal consist of a Chrch with 45 seats and a 159-nit Retirement Residence. Active developments within the stdy area intersection obtained from the City of Arora Planning Application were assessed and the site generated traffic volmes were sed as the baseline for the stdy area intersections ftre (221) backgrond traffic volmes. The proposed development is expected to generate 13 two-way trips (3 inbond and 73 otbond) dring the weekday morning peak hor and 115 two-way trips (72 inbond and 43 otbond) dring the afternoon peak hor. The site will be serviced with a total of three (3) vehiclar entrances are provided via Yonge Street, Tyler Street and Temperance Street. The proposed site entrances are expected to operate within capacity and excellent level of service with no critical movements identified. It is or opinion that the proposed site traffic will have negligible impact to the ftre operations to the external road network and may remain in their crrent state. In accordance with the parking provisions otlined in the existing Town of Arora Zoning By-law No for the Chrch and the owner s Zoning By-law Parking Amendment for the Retirement Residence, the proposed 133 parking spaces can sfficiently meet the site reqirements. The garbage loading and on-site circlation design is appropriate and meets Town standards. Garbage and emergency vehicles will be able to circlate within the proposed site and exit the site in a cab forward manner. NT Yonge Street, Arora ON Page 13 December 216

15 15186 Yonge Street, Arora ON Transportation Impact Stdy Project No. NT , December 216 Figre 1-1 Site Location Wellington Street Project North (N.T.S) Temperance Street Yonge Street Tyler Street Legend Sbject Site Location

16 Existing Lane Config. Existing Lane Config. Existing Lane Config. Existing Lane Config. Tyler Street Existing Lane Config. Figre 2-1 Existing Traffic Volmes 67 (57) 465 (56) 41 (61) 153 (16) 53 (339) 118 (79) (23) 22 (74) 212 (8) 5 (77) 46 (675) 365 (83) 64 Yonge Street 582 (535) 27 (14) 19 (68) 4 (9) (71) 399 (23) 29 9 (14) 577 (53) (1) 2 (29) 26 (35) 17 (723) 426 Project North (N.T.S) Wellington Street Sbject Site Site Access 3 (Fll Movement) Site Access 1 (Fll Movement) Site Access 2 (Fll Movement) 25 (34) (3) 28 Legend xx - AM Peak Hor (xx) - PM Peak Hor - Existing Signalized - Ftre Stop Sign Yonge Street, Arora ON Transportation Impact Stdy Project No. NT , December (689) 33 (28) (681) 72 (29) 33 (15) 18 (16) 18 Temperance Street 66 (57) 36 (31) 1 (5) 7 (26) 8 (3) 1 (4) 46 (37) 19 (16) (19) 4 (24) 24 (3) 3 (2) 2 (7) 6 (5) 4

17 15186 Yonge Street, Arora ON Transportation Impact Stdy Project No. NT , December 216 Figre 2-2 Srronding Amentities Project North (N.T.S) Legend Sbject Site Location 4 m Radis or 6-minte walk

18 Tyler Street Figre 3-1 Ftre (221) Backgrond Traffic Volmes Project North (N.T.S) 71 (57) 479 (53) 41 (61) 159 (18) 576 (363) 142 (9) Wellington Street (149) 116 (469) 566 (83) 64 (92) 5 (716) 379 (83) 64 Yonge Street 635 (562) 27 (14) Sbject Site 19 (68) 4 (9) Site Access 3 (Fll Movement) Site Access 1 (Fll Movement) Site Access 2 (Fll Movement) (757) 417 (23) 29 9 (16) 63 (557) 25 (34) (1) 4 (34) 37 (3) 28 (7) 19 (779) 444 Legend xx - AM Peak Hor (xx) - PM Peak Hor - Existing Signalized - Ftre Stop Sign Yonge Street, Arora ON Transportation Impact Stdy Project No. NT , December (743) 33 (28) (712) 76 (29) 33 (15) 18 (16) 18 Temperance Street 66 (57) 36 (31) 1 (5) 7 (26) 8 (3) 1 (4) 46 (37) 19 (16) (19) 4 (24) 24 (3) 3 (2) 2 (7) 6 (5) 4

19 Tyler Street Figre 4-1 Site Traffic Volmes Project North (N.T.S) 5 (11) 9 (22) (2) 3 (8) 8 (4) 8 (5) 13 Yonge Street 14 (33) (3) 1 (1) 16 (16) 7 (6) (1) (6) 11 (1) 17 (16) 6 (16) 7 Wellington Street Sbject Site Site Access 3 (Fll Movement) Site Access 1 (Fll Movement) Site Access 2 (Fll Movement) 28 (16) 6 (16) Legend xx - AM Peak Hor (xx) - PM Peak Hor Yonge Street, Arora ON Transportation Impact Stdy Project No. NT , December Existing Signalized - Ftre Stop Sign (7) 3 (4) 8 (1) 11 3 (7) 19 (14) Temperance Street

20 Tyler Street Figre 5-1 Ftre (221) Traffic Volmes Yonge Street, Arora ON Transportation Impact Stdy Project No. NT , December 216 Project North (N.T.S) 71 (73) 479 (53) 5 (83) 159 (18) 581 (374) 142 (9) 7 (743) 33 (28) Wellington Street (151) 119 (477) 574 (83) 64 (712) 76 (36) 36 (92) 5 (72) 387 (88) 77 (19) 26 (26) 29 Yonge Street 14 (33) 635 (562) 27 (14) Sbject Site Temperance Street 19 (68) 4 (9) Site Access 3 (Fll Movement) Site Access 1 (Fll Movement) 19 (14) 66 (57) 3 (7) (3) 1 (1) 16 Site Access 2 (Fll Movement) 36 (31) Ftre Lane Config. (16) 7 (763) 428 (23) 29 9 (16) 646 (567) 28 (16) 1 (5) 7 (26) 8 (3) 1 (4) 46 (37) 19 (16) 6 (16) 25 (34) (7) 15 (44) 54 (3) 28 (61) 25 (795) 451 (2) 2 (7) 6 (5) 4 Legend xx - AM Peak Hor (xx) - PM Peak Hor (19) 4 (24) 24 (3) 3 Ftre Lane Config. - Existing Signalized - Ftre Stop Sign

21 KEY PLAN 4 A32 A33 1 TEMPERANCE STREET 1 A32 NEW SIDEWALK EXISTING SIDEWALK A33 2 GREEN HOUSE 42.8 m² BEAUTY SALON 42.6 m² VISITING PROF.. WELLNESS OFFICE W/C 12.3 m² W/C 11.6 m² FIRESIDE LOUNGE 44.3 m² Loading 59. m² SUN ROOM 24.1 m² GENERAL MANAGER LIFE ENRICHMENT COORD. GARBAGE STORAGE 42.8 m² AL & MC COORDINATORS ACTIVITY COORD. Longe 54.9 m² TUCK SHOP CONCIERGE 7.7 m² 7.5 m² BUSINESS OFFICE COORD. MARKETING RECEIVING STORAGE 64.9 m² COPY ROOM CLOSING CCFA 9.3 m² MAIL ROOM 1.5 m² Ret. Main Entrance 2.5 Vest 2.2 m² Ret. Home Drop off LOBBY 8.8 m² N 1 O 53' 5" W (M) 6.7(P1,P4,P5&M) RETIREMENT HOME PARKING (2 SPACES) BUILDING ABOVE HD HD N 72 O 15' 45" E (M) 23.17(M) 1 A TYLER STREET 2 A BUILDING ABOVE A PARKING (1 SPACES) 8 15% BUILDING ABOVE CHURCH ENTRANCE % DN RAMP DOWN BUILDING ABOVE BUILDING ABOVE N 9 1' 45" W (M) 5.88(M) REVISONS grop closets 32. m² Vest. 2.6 m² A35 2 Kitchen 58.5 m² 9.4 m² Sports 1.35 NO REVISION DATE BY STAMP 9.4 m² Chair Nrsery 3 A32 N 72 O 8' 5" E (P,P1&M) 84.39(P,P1&M) Social Hall Flex Space Scots 1.5 m² Sports 14.1 m² Jc. Parish 39.6 m² Nrse 19. m² 4. m² Shw. Wr.M m² 1 nassigned area A m² CHURCH LOWER PARKING (24 SPACES) CIVIL CONSULTANT: 267. m² Corridor Chair 14.4 m² m² Wr.F m² N 72 O 45' 3" E (P,P2,P3&SET) 61.21(P2,P3&SET) PROJECT NAME: Elev. mach. IT Mech. Elec. Spr. nassigned area 41.6 m² N 1 O 58' 1" W (P, P2&M) (P2&M) 35. m² 37.2 m² 38. m² 25. m² DRAWING TITLE: 1 A35 2 A34 DESIGN BY: CHECKED BY: DRAWN BY: SCALE: NTS A.S. R.P. A.S. DATE: December 5, 216 PROJECT NO. DRAWING NO. NT Figre 7-1

22 KEY PLAN 4 A32 A33 1 TEMPERANCE STREET 1 A32 NEW SIDEWALK EXISTING SIDEWALK A33 2 GREEN HOUSE 42.8 m² BEAUTY SALON 42.6 m² VISITING PROF.. WELLNESS OFFICE W/C 12.3 m² W/C 11.6 m² FIRESIDE LOUNGE 44.3 m² Loading 59. m² SUN ROOM 24.1 m² GENERAL MANAGER LIFE ENRICHMENT COORD. GARBAGE STORAGE 42.8 m² AL & MC COORDINATORS ACTIVITY COORD. Longe 54.9 m² TUCK SHOP CONCIERGE 7.7 m² 7.5 m² BUSINESS OFFICE COORD. MARKETING RECEIVING STORAGE 64.9 m² COPY ROOM CLOSING CCFA 9.3 m² MAIL ROOM 1.5 m² Ret. Main Entrance 2.5 Vest 2.2 m² Ret. Home Drop off LOBBY 8.8 m² N 1 O 53' 5" W (M) 6.7(P1,P4,P5&M) RETIREMENT HOME PARKING (2 SPACES) BUILDING ABOVE HD HD N 72 O 15' 45" E (M) 23.17(M) 1 A TYLER STREET 2 A BUILDING ABOVE A PARKING (1 SPACES) 8 15% BUILDING ABOVE CHURCH ENTRANCE % DN RAMP DOWN BUILDING ABOVE BUILDING ABOVE N 9 1' 45" W (M) 5.88(M) REVISONS grop closets 32. m² Vest. 2.6 m² A35 2 Kitchen 58.5 m² 9.4 m² Sports 1.35 NO REVISION DATE BY STAMP 9.4 m² Chair Nrsery 3 A32 N 72 O 8' 5" E (P,P1&M) 84.39(P,P1&M) Social Hall Flex Space Scots 1.5 m² Sports 14.1 m² Jc. 19. m² Parish Nrse Wr.M m² Shw. 4. m² 35.4 m² 1 nassigned area A m² CHURCH LOWER PARKING (24 SPACES) CIVIL CONSULTANT: 267. m² Corridor Chair 14.4 m² m² Wr.F m² N 72 O 45' 3" E (P,P2,P3&SET) 61.21(P2,P3&SET) PROJECT NAME: Elev. mach. IT Mech. Elec. Spr. nassigned area 41.6 m² N 1 O 58' 1" W (P, P2&M) (P2&M) 35. m² 37.2 m² 38. m² 25. m² DRAWING TITLE: 1 A35 2 A34 DESIGN BY: CHECKED BY: DRAWN BY: SCALE: NTS A.S. R.P. A.S. DATE: December 5, 216 PROJECT NO. DRAWING NO. NT Figre 7-2

23 Appendix A - Proposed Site Plan

24 SITE STATISTICS Copyright reserved This plan and design are, and at all times remain the exclsive property of the architect/designer and cannot be sed or reprodced withot written consent. Written dimensions shall have precedence over scaled dimensions. Contractors shall verify and be responsible for all dimensions and conditions on the job and this office shall be informed of any variations from the dimensions and conditions shown on the drawing. REVISIONS No. Date Issed for By Issed for zoning review RM Issed for pre consltation RM TEMPERANCE STREET Issed for coordination RM Issed for coordination RM NEW SIDEWALK RETIREMENT HOME MAIN ENTRANCE N 1 O 53' 5" W (M) 6.7(P1,P4,P5&M) 2.75 EXISTING TREE TO BE RETAINED 1-FLOOR TERRACE 2-FLOOR TERRACE 5-FLOOR BALCONY LEVEL 4.41 SIDEWALK 4-FLOOR TERRACE STAIR 1 7-FLOOR GREEN ROOF 6-FLOOR TERRACE 7-FLOOR TERRACE 8-FLOOR GREEN ROOF 5-FLOOR BALCONY STAIR 2 N 72 O 15' 45" E (M) 23.17(M). PROPERTY LINE SIDE YARD SETBACK ELEVATOR MACHINE ROOM TYLER STREET FLOOR TERRACE LEVEL 2-FLOOR TERRACE 2-FLOOR TERRACE LEVEL PROPERTY LINE. N 9 1' 45" W (M) 5.88(M) EXISTING TREE TO BE REMOVED.63 STAIR 2 SUITE SUMMARY GFA SUMMARY Consltant EXISTING TREE TO BE REMOVED SIDEWALK N 72 O 8' 5" E (P,P1&M) 84.39(P,P1&M) FRONT YARD ENCROACHMENT.45 PROPOSED 2-STOREY CHURCH PORCH SKYLIGHT CHURCH MAIN ENTRANCE PORCH BALCONIES PROPOSED 8-STOREY RETIREMENT HOME STAIR 3 ROOF 8-FLOOR GREEN ROOF 6-FLOOR TERRACE 4-FLOOR TERRACE 5-FLOOR BALCONY BALCONIES CHURCH LEVEL N 72 O 45' 3" E (P,P2,P3&SET) 61.21(P2,P3&SET) Area Schedle (1 Bedroom) Level Name Cont Area Area, SF Level 4 1 BR 21 1,245.2 m² 13,43.7 SF Level 5 1 BR 21 1,24.7 m² 13,355. SF Level 6 1 BR 16 1,119.8 m² 12,53.7 SF Level 7 1 BR m² 9,665.3 SF Level 8 1 BR m² 5,614.9 SF Grand total: 8 8 5,25.4 m² 54,92.6 SF Area Schedle (2 Bedroom) Level Name Cont Area Area, SF Level 4 2 BR m² 2,127.3 SF Level 5 2 BR m² 2,13.1 SF Level 6 2 BR m² 2,27.1 SF Level 7 2 BR m² 1,48.3 SF Level 8 2 BR m² 1,918.5 SF Grand total: m² 9,431.3 SF Area Schedle (Companion) Level Name Cont Area Area, SF Level 2 Companion m² 3,196.7 SF Level 3 Companion m² 2,44.9 SF Grand total: m² 5,637.6 SF GFA Smmary - Chrch Level Name Area Area, SF Not Placed - C Not Placed Level 1 1-C 77.8 m² 8,297.3 SF Level C m² 6,344.8 SF Level C 83. m² SF Level C 6. m² 64.9 SF Level 5 5- C 5.9 m² 63.2 SF Level C 5.9 m² 63.2 SF Level C 6.2 m² 67. SF 1,467.3 m² 15,794.2 SF Level P1 GFA Smmary - Retirement Home. Level Name Area Area, SF Level R m² 9,522. SF Level 7 7- R 1,119.3 m² 12,48.3 SF Level R 1,514.2 m² 16,298.3 SF Level R 1,655.5 m² 17,819.8 SF Level R 1,67. m² 17,975.5 SF Level R 1,911.2 m² 2,571.7 SF Level 2 2- R 1,873. m² 2,161.1 SF Level 1 1- R 1,177.5 m² 12,674.1 SF Level - R m² 7,241.5 SF 12,478. m² 134,312.4 SF Parkade Level Name Area Area, SF P1- Undergrond Parking 3,287.9 m² 35,39.3 SF 3,287.9 m² 35,39.3 SF Client Arora United Chrch & Baybridge Senior Hosing Project Arora United Chrch & Retirement Residence Yonge Street Arora, ON Drawing Title Site Plan, Statistics TRUE NORTH.83 SURVEY CREDITS: INFORMATION ON THIS SITE PLAN IS BASED ON DRAWING BY DAVID B. SEARLES SURVEY INC., ONTARIO LAND SURVEYORS 4255 SHERWOODTOWNE BLVD. STE. 25 MISSISSAUGA, ON, L47 1Y5 TE. (95) info@dbsearles.ca 1 Level 1 (Site Planl) 1 : 2 YONGE STREET LEVEL 1 N 1 O 58' 1" W (P, P2&M) (P2&M). Area Schedle (Stdio) Level Name Cont Area Area, SF Level 2 Stdio 29 1,51.7 m² 11,32.5 SF Level 3 Stdio 34 1,22.9 m² 13,141.6 SF Grand total: ,272.6 m² 24,462.1 SF TOTAL NUMBERS OF SUITES City File No. Date Scale Drawn By JK File Name : 2 Checked By RM Project No. 216 Arora Yonge Drawing No. A11 11/28/216 3:3:11 PM

25 Appendix B Transit Network

26

27 Appendix C - Existing Traffic Data & Signal Timing Plan

28 Tesday, Febrary 3, 215 Mnicipality Location Cont Date Arora Wellington Street East & Yonge Street/Wellington Street West Trning Movement Cont - Details Report North Approach Soth Approach East Approach West Approach TOT U-Trn RT TH LT TOT U-Trn RT TH LT TOT U-Trn RT TH LT TOT U-Trn RT TH LT Time Period Wellington Street East Yonge Street/Wellington Street West :15 7: :3 7: :45 7: : 7: Horly :15 8: :3 8: :45 8: : 8: Horly :15 11: :3 11: :45 11: : 11: Horly :15 12: :3 12: :45 12: : 12: Horly :15 13: :3 13: :45 13: : 13: Horly :15 15: :3 15: :45 15: : 15: Horly Page 1 of 2 Monday, Febrary 1, 216

29 North Approach Soth Approach East Approach West Approach TOT U-Trn RT TH LT TOT U-Trn RT TH LT TOT U-Trn RT TH LT TOT U-Trn RT TH LT Time Period Wellington Street East Yonge Street/Wellington Street West :15 16: :3 16: :45 16: : 16: Horly :15 17: :3 17: :45 17: : 17: Horly Grand 4% % 3% 4% 3% 4% % 7% 4% 4% 5% % 5% 5% 5% 5% % 3% 5% 6% Trck % Page 2 of 2 Monday, Febrary 1, 216

30 Nextrans,, Trn Cont Smmary Location: Yonge St at Mosley St, GPS Coordinates: Date: Day of week: Thrsday Weather: Analyst: Lara vehicle traffic Interval starts SothBond Westbond Northbond Eastbond Left Thr Right Left Thr Right Left Thr Right Left Thr Right 7:29 7: : : : : : : : : Car traffic Interval starts SothBond Westbond Northbond Eastbond Left Thr Right Left Thr Right Left Thr Right Left Thr Right 7:29 7: : : : : : : : : Trck traffic Interval starts SothBond Westbond Northbond Eastbond Left Thr Right Left Thr Right Left Thr Right Left Thr Right 7:29 7: : : 2 2 8: : : : : :3 Bicycle traffic Interval starts SothBond Westbond Northbond Eastbond Left Thr Right Left Thr Right Left Thr Right Left Thr Right 7:29 7: : : 8:15 8: : : 1 1 9:15 9:3 1 1 Pedestrian volmes Interval starts NE NW SW SE Left Right Left Right Left Right Left Right 7:29 7: : : : : : : : :3

31 Intersection Peak Hor 8: - 9: SothBond Westbond Northbond Eastbond Left Thr Right Left Thr Right Left Thr Right Left Thr Right Vehicle Factor Approach Factor Peak Hor Vehicle Smmary Vehicle SothBond Westbond Northbond Eastbond Left Thr Right Left Thr Right Left Thr Right Left Thr Right Car Trck Bicycle Peak Hor Pedestrians NE NW SW SE Left Right Left Right Left Right Left Right Pedestrians

32 Intersection Peak Hor Location: Yonge St at Mosley St, GPS Coordinates: Date: Day of week: Thrsday Weather: Analyst: Lara SB: Yonge St EB: Mosley St 19 4 WB: Mosley St NB: Yonge St Intersection Peak Hor 8: - 9: SothBond Westbond Northbond Eastbond Left Thr Right Left Thr Right Left Thr Right Left Thr Right Vehicle Factor Approach Factor

33 Nextrans,, Trn Cont Smmary Location: Yonge at Mosley, GPS Coordinates: Lat=44.252, Lon= Date: Day of week: Thrsday Weather: Analyst: Lara vehicle traffic Interval starts SothBond Westbond Northbond Eastbond Left Thr Right Left Thr Right Left Thr Right Left Thr Right 16: : : : : : : : : : : Car traffic Interval starts SothBond Westbond Northbond Eastbond Left Thr Right Left Thr Right Left Thr Right Left Thr Right 16: : : : : : : : : : : Trck traffic Interval starts SothBond Westbond Northbond Eastbond Left Thr Right Left Thr Right Left Thr Right Left Thr Right 16: : : : : 17: :3 17:45 18: : :3 Bicycle traffic Interval starts SothBond Westbond Northbond Eastbond Left Thr Right Left Thr Right Left Thr Right Left Thr Right 16: : : : : : :3 17:45 18: : :3 Pedestrian volmes Interval starts NE NW SW SE Left Right Left Right Left Right Left Right 16: : : : : : : : : : :3

34 Intersection Peak Hor 16:3-17:3 SothBond Westbond Northbond Eastbond Left Thr Right Left Thr Right Left Thr Right Left Thr Right Vehicle Factor Approach Factor Peak Hor Vehicle Smmary Vehicle SothBond Westbond Northbond Eastbond Left Thr Right Left Thr Right Left Thr Right Left Thr Right Car Trck Bicycle Peak Hor Pedestrians NE NW SW SE Left Right Left Right Left Right Left Right Pedestrians

35 Intersection Peak Hor Location: Yonge at Mosley, GPS Coordinates: Lat=44.252, Lon= Date: Day of week: Thrsday Weather: Analyst: Lara SB: Yonge EB: Mosley WB: Mosley NB: Yonge Intersection Peak Hor 16:3-17:3 SothBond Westbond Northbond Eastbond Left Thr Right Left Thr Right Left Thr Right Left Thr Right Vehicle Factor Approach Factor

36 ,, Trn Cont Smmary Location: Temperance Street at Tyler Street, Arora ON GPS Coordinates: Date: Day of week: Monday Weather: Snny Analyst: Lc vehicle traffic Interval starts SothBond Westbond Northbond Eastbond Left Thr Right Left Thr Right Left Thr Right Left Thr Right 7:28 7: : : : : : : : :3 1 1 Car traffic Interval starts SothBond Westbond Northbond Eastbond Left Thr Right Left Thr Right Left Thr Right Left Thr Right 7:28 7: : : : : : : : :3 1 1 Trck traffic Interval starts SothBond Westbond Northbond Eastbond Left Thr Right Left Thr Right Left Thr Right Left Thr Right 7:28 7:3 7:45 8: : : :45 9: 9:15 9:3 Bike traffic Interval starts SothBond Westbond Northbond Eastbond Left Thr Right Left Thr Right Left Thr Right Left Thr Right 7:28 7:3 7:45 8: 8:15 8:3 8:45 9: 9:15 9:3 Pedestrian volmes Interval starts NE NW SW SE Left Right Left Right Left Right Left Right 7:28 7: : : : : : : : :3

37 Intersection Peak Hor 8:15-9:15 SothBond Westbond Northbond Eastbond Left Thr Right Left Thr Right Left Thr Right Left Thr Right Vehicle Factor Approach Factor Peak Hor Vehicle Smmary Vehicle SothBond Westbond Northbond Eastbond Left Thr Right Left Thr Right Left Thr Right Left Thr Right Car Trck Bike Peak Hor Pedestrians NE NW SW SE Left Right Left Right Left Right Left Right Pedestrians

38 Intersection Peak Hor Location: Temperance Street at Tyler Street, Arora ON GPS Coordinates: Date: Day of week: Monday Weather: Snny Analyst: Lc SB: Temperance Street EB: Tyler Street WB: Tyler Street NB: Temperance Street Intersection Peak Hor 8:15-9:15 SothBond Westbond Northbond Eastbond Left Thr Right Left Thr Right Left Thr Right Left Thr Right Vehicle Factor Approach Factor