Proposed Addition to Pickering Islamic Centre

TRAFFIC IMPACT STUDY, PARKING STUDY, SITE CIRCULATION REVIEW & TDM PLAN Proposed Addition to Pickering Islamic Centre 265 Brock Road City of Pickering, Ontario Prepared for: Pickering Islamic Centre Masjid Usman June 217

June 8, 217 Mr. Mohammed Naeem Pickering Islamic Centre 265 Brock Road Pickering, ON Re: Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON - Traffic Impact and Parking Study, Site Circulation Review and Transportation Demand Management Plan Dear Mr. Naeem, TRANS-PLAN is pleased to submit this Traffic Impact and Parking Study, Site Circulation Review and Transportation Demand Management Plan in support of a Zoning By-law Amendment and Site Plan Application for a proposed addition to the Pickering Islamic Centre, located at 265 Brock Road in the City of Pickering, Ontario. The development proposal includes a three-storey addition with a building increase from 1,724 sq.m. of gross floor area (GFA) to 4,886 sq.m. of GFA. The proposed parking supply is 16 spaces (115 spaces on the surface and 45 spaces with the construction of a new parking deck). Our traffic impact study findings indicate that the proposed addition could be accommodated by introducing signal timing adjustments at two signalized intersections at Brock Road with Major Oaks Road and with Finch Avenue. Usman Road, as an opened road allowance, and the residential development at the rear of the site are also incorporated in our study. Our parking study includes a review of the parking requirements based on the City of Pickering Zoning Bylaw. Peak parking demands of the site, during Friday early afternoon prayers, is expected to be just under 3 spaces, while the proposed parking supply is 16 spaces; however, the surge in parking demands is very brief, and as typical with the operation of mosques, parking would also occur in the parking aisles (on a vehicle last in, first out basis), as to not impact roadway operations and designated on-site fire routes. Some on-street parking would also continue to occur on the adjacent street, Usman Road, during this time. A Transportation Demand Management plan is also provided, outlining measures to encourage fewer single-occupant auto trips to and from the site and to encourage other travel modes. Sincerely, Anil Seegobin, P.Eng. Partner, Engineer Trans-Plan Transportation Inc. Transportation Consultants

Table of Contents Transmittal Letter Table of Contents 1. INTRODUCTION... 1 2. SITE LOCATION & EXISITNG CONDITIONS... 1 3. PROPOSED DEVELOPMENT... 2 4. EXISTING CONDITIONS... 4 4.1 Road Network... 4 4.2 Traffic Counts... 4 4.3 Transit Service... 5 5. FUTURE BACKGROUND CONDITIONS... 6 5.1 Background Growth Rate... 6 5.2 Planned Background Developments... 6 5.3 Planned Roadway and Transit Improvements... 7 5.4 Horizon Years... 7 6. SITE TRAFFIC... 7 6.1 Traffic Survey Methodology... 7 6.2 Survey Results of Existing Site Traffic... 8 6.3 Site Trip Generation for the Proposed Addition... 1 6.4 Trip Distribution and Assignment... 11 7. FUTURE TOTAL TRAFFIC CONDITIONS... 12 7.1 Future Walk Trips & Pedestrian Crossing... 12 8. CAPACITY AND VEHICLE QUEUING ANALYSIS... 12 9. PARKING STUDY... 18 9.1 Parking Requirements, City of Pickering Zoning By-law... 18 9.2 Parking Survey Methodology... 18 9.3 Parking Survey Results... 18 9.4 Future Parking Demands for School and Prayer Hall Uses... 2 9.5 Allocation of Residual Parking Demands during Friday Prayers... 2 9.6 Durham Region Bus Rapid Transit (BRT) & HOV lanes... 21 1. TRANSPORTATION DEMAND MANAGEMENT PLAN... 21 i

11. SITE CIRCULATION REVIEW... 23 12. CONCLUSIONS... 23 12.1 Traffic Impact Study... 23 12.2 Parking Study... 24 12.3 Transportation Demand Management Plan... 25 12.4 Site Circulation Review... 26 Appendix A Turning Movement Counts and Signal Timing Plans Appendix B Background Traffic Information Appendix C Pickering Islamic Centre Site Survey Results Appendix D Capacity and Queue Analysis Sheets Appendix E Level of Service Definitions Appendix F City of Pickering Zoning By-law Parking Requirements Excerpts & Parking Survey Results Appendix G Transportation Demand Management Plan Documents List of Tables Table 1 Current Uses, School and Prayer Hall... 2 Table 2 - Site Statistics, Existing and Future Uses... 3 Table 3 Intersection Turning Movement Count Details... 5 Table 4 Transit Service in the Study Area... 6 Table 5 Background Developments in the Study Area... 6 Table 6 - Summary of Existing Auto Trip Generation and Passenger Drop-offs / Pick-ups of Students... 9 Table 7 - Summary of Walk Trips and Pedestrian Crossing... 1 Table 8 - Trip Generation of Place of Worship... 1 Table 9 Site Trip Generation of the School... 11 Table 1 - Combined Trip Generation of Place of Worship and School Uses... 11 Table 11 - Capacity Analysis Results... 16 Table 12 - Vehicle Queue Analysis Results... 17 Table 13 Parking Requirements (City of Pickering Zoning By-law) and Supply... 18 Table 14 - Parking Survey Results, Peak Demands... 19 Table 15 Future Parking Demand of School... 2 Table 16 - Bicycle Parking Requirements... 22 ii

List of Figures Figure 1 Site Location... 27 Figure 2 Site Plan... 28 Figure 3 Existing Study Area Roadway Characteristics... 29 Figure 4 Existing Traffic Volumes, Weekday AM, Midday and PM Peak Hours... 3 Figure 5 Study Area Transit Service... 31 Figure 6 224 Background Traffic Volumes, Weekday AM, Midday and PM Peak Hours... 32 Figure 7 Site Traffic Assignment, Weekday AM, Midday and PM Peak Hours... 33 Figure 8 224 Total Traffic Volumes, Weekday AM, Midday and PM Peak Hours... 34 Figure 9 Spillover Parking Locations... 35 Figure 1 Review of Vehicles Parking on the Aisle... 36 Figure 11 School Bus Student Drop-off / Pick-up (Inbound)... 37 Figure 12 School Bus Student Drop-off / Pick-up (Outbound)... 38 Figure 13 Waste Collection Vehicle Site Circulation (Inbound)... 39 Figure 14 Waste Collection Vehicle Site Circulation (Outbound)... 4 Figure 15 Review of Passenger Vehicles Parking Manoeuvres... 41 iii

Traffic Impact & Parking Study, Circulation Review & TDM Plan Proposed Addition to Pickering Islamic Centre 265 Brock Road, Pickering, ON 1. INTRODUCTION Trans-Plan has been retained by Pickering Islamic Centre to complete a transportation study for a proposed three-storey addition to the current building (school and prayer hall use) located at 265 Brock Road in the City of Pickering, Ontario. This assessment includes the following studies and tasks: Traffic Impact Study a review and assessment of the existing road network a review of the existing and future pedestrian safety along Brock Road related to the site an assessment of boundary road operations under future background conditions, including a review of traffic growth, area developments and proposed transportation improvements in the study area an assessment of the impact of site-generated traffic on the study area intersections and proposed boundary roadway connections under future traffic conditions recommendations to mitigate any identified traffic impacts on the boundary roadways, resulting from the proposed development Parking Study a review of site parking supply and requirements based on the City of Pickering s current Zoning Bylaw a review of the existing site parking demand and the estimated future parking demand of the site recommendations to accommodate the existing and future parking demand Transportation Demand Management a review of existing and future transportation demand management (TDM) opportunities near the study area recommendation of various TDM measures for the site to encourage a reduction in single-occupant auto trips and auto parking demands Site Circulation Review a review of the on-site circulation for school bus drop-offs / pick-ups, waste collection operations and parking manoeuvres for passenger vehicles Prior to commencing this study, Transportation and Planning staff at the City of Pickering and at the Region of Durham were contacted to discuss the scope and methodology and were provided with a study Terms of Reference. This report follows Durham Region Traffic Impact Study Guidelines, October 211. Comments were received from the Region of Durham and the City of Pickering and were incorporated in our study. 2. SITE LOCATION & EXISITNG CONDITIONS The site, shown in Figure 1, is located at 265 Brock Road, Pickering, and is an Islamic school and a place of worship / prayer hall, known as the Pickering Islamic Centre (PIC). The site is located approximately 2 metres (m) south of Major Oaks Road, on the east side of Brock Road. 1

Traffic Impact & Parking Study, Circulation Review & TDM Plan Proposed Addition to Pickering Islamic Centre 265 Brock Road, Pickering, ON Surrounding land uses in the study area are mainly residential developments along Brock Road. Other land uses include a place of worship, school and a commercial plaza north of the site. South of the site along Brock Road, there is the Brock Ridge Community Park and a few commercial uses. The current details for the school and prayer hall, including catchment area (approximate boundary area served), programs and hours of operation, are summarized in Table 1. Table 1 Current Uses, School and Prayer Hall Elementary School Catchment Area Pickering, western parts of Ajax, and some eastern parts of Scarborough Grades Junior Kindergarten (JK) to 6 Schedule: Weekdays, 8:15am to 3:3pm; grades JK to 6 Peak Day / Period of Activity Catchment Area Attendees Prayer Times Peak Day / Period of Activity Friday (Girls School), 6:pm to 9:pm; ages 6 to 15 Saturday (Boys School), 1:3am to 1:3pm; ages 5 to 17 Weekday start / dismissal periods (8:15am and 3:3pm) Prayer Hall Regional: Pickering, western parts of Ajax, and some eastern parts of Scarborough For students, staff and additional worshippers 6:45am, 12:45pm (or approx. 1:45pm), 4:pm (or approx. 3:pm), 6:pm and 8:pm (for approximately 2 minutes in duration each) Friday afternoon prayers (12:45pm and 4:pm) The existing Pickering Islamic Centre contains approximately 1,724 sq.m. of gross floor area (GFA). Access to the site is provided via two driveways: a right-in / out driveway at the west limit of the site, at Brock Road, just north of Usman Road, and a full-moves driveway at the south limit of the site, at Usman Road. The existing parking supply is approximately 62 spaces for the combined school and prayer hall uses. 3. PROPOSED DEVELOPMENT The proposed site plan, prepared by Khalil U. Syed Architect, is shown in Figure 2. The proposed threestorey addition includes the following: Building increase from approximately 1,724 to 4,886 sq.m. of GFA Construction of a new parking deck, with a total parking supply of 16 spaces for the site Increase from 2 to 21 classrooms (including a daycare room, kindergarten room and computer lab as classrooms) Slight increase in the worship area size from approximately 299 to 347 sq.m. of GFA A parking structure is proposed at the rear of the property at the north-east corner (with 1,528 sq.m. of GFA). A right-out only access is proposed on Brock Road and a full moves access is proposed to be 2

Traffic Impact & Parking Study, Circulation Review & TDM Plan Proposed Addition to Pickering Islamic Centre 265 Brock Road, Pickering, ON maintained on Usman Road. The site statistics of the existing and future building and operations is shown in Table 2. Table 2 - Site Statistics, Existing and Future Uses Existing Future Horizon Year 217 224 No. of Storeys 2 3 Building Size [GFA] (excludes parking deck) 1,723.8 4,886.54 Parking Supply (spaces) ~62 16 Barrier Free (spaces) 2 6 Elementary School Enrollment (students) 72 3 (within next 5 to 1 years) 42 (building capacity) Classrooms: 2 21 (incl. daycare room, kindergarten room and computer lab) Staff: Teachers 8 21 Administration 1 to 2 5 School Buses: Large Small 1 to 2 Prayer Hall Worship Area (GFA) 298.7 346.63 Person Capacity (@ 1.2 sq.m. of GFA per worshipper) 249 289 Islamic School: The Islamic school accommodates Junior Kindergarten to grade 6 students. The school currently has 72 students and is planned to increase to approximately 3 students (within a five- to ten-year horizon after the addition is completed). The school is operational on weekdays, with a start time of 8:15am and a dismissal time of 3:3pm. Additional classes for students (with smaller enrollment sizes compared to regular daytime school programs) are available on Fridays and Saturdays. The Friday class runs from 6:pm to 9:pm, for girls, ages 6 to 15, and the Saturday class runs from 1:3am and 1:3pm, for boys, ages 5 to 17. Place of Worship: The place of worship holds prayers throughout the week, with Friday being the busiest day of the week. The typical prayer times last for approximately 15 to 2 minutes in duration and occur five times per day, at 3

Traffic Impact & Parking Study, Circulation Review & TDM Plan Proposed Addition to Pickering Islamic Centre 265 Brock Road, Pickering, ON approximately 6:3am, 2:pm, 3:pm, 6:pm and 8:pm. Prayer times are subject to changes based on the time of year (lunar calendar) and daylight savings time. The Friday prayers held in the afternoon, at approximately 1:45pm in the spring, typically has the most attendees visiting the place of worship, with a total of approximately 367 persons in attendance (to be discussed further in Section 6, Site Traffic). 4. EXISTING CONDITIONS 4.1 Road Network The boundary roadways located in the study area are described as follows: Brock Road (Highway 1) is a major arterial road (Type "A" Arterial) under the jurisdiction of the Region of Durham that generally runs in a north-south direction, with four travel lanes: two per direction. A two way centre left turn lane is provided from Dellbrook Avenue to Major Oaks Road, while a raised concrete centre median spans from Major Oaks Road to Finch Avenue (with a median break at Usman Road to permit southbound left turns). The posted speed limit on Brock Road is 6 km/h in the vicinity of the site. Finch Avenue (Highway 37) is a minor arterial road (Type "B" Arterial) under the jurisdiction of the Region of Durham that generally runs in an east-west direction, with two travel lanes. The roadway continues west into the Scarborough District of the City of Toronto. The posted speed limit on Finch Avenue is 6 km/h. Dellbrook Avenue is a local road under the jurisdiction of the City of Pickering that generally runs in an east-west oriented direction, with two travel lanes, terminating at Brock Road, with a plaza on the east leg. The roadway continues west to Valley Farm Road. The posted speed limit on Dellbrook Avenue is 4 km/h. Major Oaks Road is a local road under the jurisdiction of the City of Pickering. Major Oaks Road connects to Brock Road as an east-west oriented road and curves to a north-south orientation approximately 5m west of Brock Road. The roadway has two travel lanes and has a posted speed limit of 4 km/h. Usman Road is a local road under the jurisdiction of the City of Pickering and services the Pickering Islamic Centre as well as future residential development to the east (the road allowance is currently unassumed). Usman Road forms a crescent shape to connect with Brock Road at two intersection points: at Major Oaks Road, north leg, signalized intersection, and just south of Major Oaks Road, south leg, sidestreet stop controlled. Usman Road has two travel lanes and has an assumed speed limit of 4 km/h. 4.2 Traffic Counts To determine existing operating conditions in the study area, Trans-Plan conducted a site visit and conducted Turning Movement Counts (TMCs) where counts were not readily available or current from the Region s database. The count hours chosen coincide with the morning school arrival period, the busier early afternoon Friday prayer times and the afternoon school dismissal period at the PIC. A summary of the count date, count hours and peak hours obtained for each intersection counted is shown in Table 3. Detailed TMC data and current signal timing plans provided by Durham Region are provided in Appendix A. 4

Brock Road at Finch Avenue Traffic Impact & Parking Study, Circulation Review & TDM Plan Proposed Addition to Pickering Islamic Centre 265 Brock Road, Pickering, ON Table 3 Intersection Turning Movement Count Details Intersection Source Count Date Count Hours Peak Hours Trans- 7:am - 9:3am 7:45am - 8:45am Plan 12:pm - 14:pm 1:pm - 2:pm Brock Road at Pickering Islamic Centre Access Brock Road at Major Oaks Road Brock Road at Usman Road Brock Road at Dellbrook Avenue Trans- Plan Trans- Plan Trans- Plan Trans- Plan Tues. March 28, 217 Fri. March 24, 217 Fri. March 24, 217 Fri. March 24, 217 Tues. March 28, 217 15:pm - 18:3pm 7:am - 9:3am 12:pm - 14:pm 15:pm - 18:3pm 7:am - 9:3am 12:pm - 14:pm 15:pm - 18:3pm 7:am - 9:3am 12:pm - 14:pm 15:pm - 18:3pm 7:am - 9:3am 12:pm - 14:pm 15:pm - 18:3pm 3:15pm - 4:15pm 7:45am - 8:45am 1:pm - 2:pm 3:15pm - 4:15pm 7:45am - 8:45am 1:pm - 2:pm 3:15pm - 4:15pm 7:45am - 8:45am 1:pm - 2:pm 3:15pm - 4:15pm 7:3am - 8:3am 12:pm - 1:pm 4:45pm - 5:45pm The existing traffic volumes along Brock Road were also reviewed for consistency of upstream and downstream traffic volumes, based on turning movement volumes at the intersections, and were balanced where appropriate. The existing traffic volumes for the weekday morning (AM), midday (MD) and afternoon (PM) peak hours are shown in Figure 4. 4.3 Transit Service The site is served by Durham Region Transit (DRT), connecting transit riders to major locations including the Pickering Golf Club and the Pickering GO Station. DRT operates the following bus routes within the study area: Route 111, East Pickering generally runs along Pickering Parkway, Finch Avenue and Dixie Road, connecting riders between Pickering Parkway Terminal and the communities of Maple Ridge, William Dunbar, Bainebridge/Southview and Valley Farm. The route operates at a frequency of 2 minutes during the weekdays and 3 minutes on the weekends. The nearest stop close to the site is located at Brock Road and Finch Avenue, approximately 4m south of the site. Route 112, Brock is mainly a north-south transit route operating generally along Bayly Street and Brock Road, connecting riders from Pickering GO Station and DRT Pulse to Zents Drive in the north. The route operates at a frequency of 15 minutes during the weekdays and 3 minutes during the weekend. The nearest stop is located on Brock Road at the entrance of the Brock Ridge Community Park, approximately 12m south of the site (and bus stops were previously located in front of the PIC, west of Major Oaks Road, prior to construction of the subdivision in the area, which would likely be replaced afterwards). Route 199, Claremont generally runs along Brock Road, connecting transit riders between the Pickering Parkway Terminal to the Claremont community. Route 199 runs on Fridays only and services the community of Claremont. This route shares a bus stop with Route 112 in the vicinity of the site. Details for each route and nearest bus stops to the site are shown in Table 4. Figure 5 shows the transit provided within the study area. 5

Traffic Impact & Parking Study, Circulation Review & TDM Plan Proposed Addition to Pickering Islamic Centre 265 Brock Road, Pickering, ON Table 4 Transit Service in the Study Area Route No. Nearest Bus Stop to the Site East Pickering 111 Brock 112 Brock Road and Finch Avenue Brock Road at the entrance of Brock Ridge Community Park Claremont 199 Same as Route 112 Source: Durham Region Transit website Approximate Service Times Approximate Peak Service Frequency (min) Weekdays Weekends AM PM SAT 6:5 22:35 7:5 22:21 2 2 3 5:29 22:5 7:26 22:45 15 15 3 9:25 9:53 13:3 13:55 N/A N/A N/A N/A 5. FUTURE BACKGROUND CONDITIONS Future background traffic volumes were based on a review of planned developments and future traffic volume growth in the study area. Planned roadway improvements are also reviewed in this section. 5.1 Background Growth Rate Analysis of historical AADT data obtained from the Durham Region database resulted in inconclusive rates, with the analysis provided in Appendix B. Based on discussion with Regional staff, a two percent (compounded) growth rate per annum, for a seven-year period (five years after full build-out, assumed in year 219), was recommended due to new developments in Duffin Heights and Seaton (located near Brock Road and Highway 47, to the north of the site). This growth rate was applied to the study roadways to determine future background traffic volumes. 5.2 Planned Background Developments Based on a review of the development applications of the City of Pickering and discussions with City staff, there are three notable background developments in the study area planned and currently under construction within the study horizon. These future developments are listed in Table 5. Table 5 Background Developments in the Study Area No. Location Development Application and Land Use Description 1 255 Brock Road, Pickering, located at the southeast corner Residential Townhouses: 59 units Completion of site possibly by late 218 of Brock Road and Usman Road (south leg) 2 29 Duberry Drive, Pickering Residential Single Family Homes: 4 units Completion of site possibly by 218 3 295 Brock Road, Pickering Residential Townhouses and Single Family Homes: 119 units Currently under construction 6

Traffic Impact & Parking Study, Circulation Review & TDM Plan Proposed Addition to Pickering Islamic Centre 265 Brock Road, Pickering, ON Estimates of site traffic generation and assignment of volumes for each development are provided in Appendix B. The above noted developments have been incorporated into our analysis of future background traffic conditions. 5.3 Planned Roadway and Transit Improvements The Usman Road, at the east leg of the Major Oaks Road and Brock Road intersection, is currently unassumed; however, based on our field visit to review the percent completion of build-out of the development, the intersection (all approaches, including the east leg) is expected available to the public by year 219. As per discussions with Durham Region and City of Pickering staff, Brock Road is to be widened to six lanes with the outer lanes (one lane per direction) dedicated for High Occupancy Vehicles (HOV) and bus rapid transit (BRT) for high-frequency transit service. The implementation of the widening is not expected until after 226 (which is outside of our study horizon). 5.4 Horizon Years As per discussions with Durham Region, with opening day presumed to occur in year 219, a five-year planning horizon thereafter (year 224) was assessed. The future background traffic volumes for the 224 horizon year, for the weekday morning (AM), midday (MD) and afternoon (PM) peak hours are shown in Figure 6. 6. SITE TRAFFIC 6.1 Traffic Survey Methodology Detailed traffic surveys were conducted at the property to determine the existing traffic generated by the school and the place of worship. The vast majority of persons attending the PIC arrive by auto (considering the Regional draw). The school mainly generates auto trips during the school student arrival period (before and up to 8:15am) to drop-off children and during the school dismissal period (before and after 3:3pm) to pick-up children. The place of worship generates peak auto trips before and after afternoon prayer times (2:pm and 3:pm). Based on discussions with staff at the PIC, Friday afternoon prayers are typically the busiest day and time period of the week. Surveys were conducted by Trans-Plan on Friday March 24, 217 (which was a typical day of operations). Details of the survey methodology is provided as follows: Recorded the number of vehicles (volumes of autos) entering and exiting the site at the driveway(s) at 15-minute intervals during the peak periods Recorded the number of vehicles that dropped-off / picked-up students during the arrival and dismissal times of the school Counted the number of attendees entering the building during the prayer times of 2:pm (~1:45pm) and 3:pm Noted persons that parked off-site at Usman Road or at the neighbouring subdivision to the west (i.e. on-street) and at the Brock Ridge Community Park parking lot (crossing Brock Road) to attend prayers 7

Made general observations of on-site operations and circulation Traffic Impact & Parking Study, Circulation Review & TDM Plan Proposed Addition to Pickering Islamic Centre 265 Brock Road, Pickering, ON 6.2 Survey Results of Existing Site Traffic The detailed survey results can be found in Appendix C and are further summarized in Table 6. Auto Trip Rates The site trips of the school was expressed vehicles as per student, where there are 72 students currently enrolled at the school (which was consistent with our observations). The place of worship trip rates were expressed vehicles as per attendee for the prayer sessions. The 2:pm prayer held approximately 367 attendees. Vehicles entered the site from around 1:pm to attend the 2:pm prayer. Some attendees parked their vehicle outside of the site; these attendees were also included in our trip rates. After the 2:pm prayer, the majority of the attendees left the site; however, a portion of these attendees stayed for the 3:pm prayer. Additionally, after the 3:pm prayer, some attendees would remain to pick up their children from the Islamic school, which dismissed shortly after prayers ended. The student attendees were recorded separately to determine the school auto trip rates. The 3:pm prayer held approximately 172 attendees (not including the attendees picking up students). The trips rates were obtained for the weekday AM, MD and PM peak hours and the average two-way trip rates was: Weekday AM peak hour:.89 trips per student Weekday MD peak hour (2:pm prayer time):.83 trips per attendee Weekday PM peak hour (3:pm prayer time): 1.4 trips per attendee and.97 trips per student (which were combined to determine total site trips) Auto Passenger Drop-offs / Pick-ups The vast majority of parents / guardians parked their vehicle at the parking lot on-site and dropped-off / picked up their children at the entrance of the school. The duration of drop-offs was approximately 5 minutes on average. Approximately 35 vehicles were observed during the peak one-hour student drop-off and pick-up (school arrival and dismissal) periods (unrelated to prayer hall traffic). Approximately 12 vehicular drop-offs and 7 vehicular pick-ups occurred during the peak 5-minute period for school activity. All students were observed to arrive or depart the site by vehicle. The 3:pm prayers ended before the 3:3pm school dismissal period. The majority of attendees at the 3:pm prayers exited the site, therefore, allowing for ample parking availability on the property for parents / guardians to park and pick up students during the 3:3pm school dismissal period. 8

Traffic Impact & Parking Study, Circulation Review & TDM Plan Proposed Addition to Pickering Islamic Centre 265 Brock Road, Pickering, ON Table 6 - Summary of Existing Auto Trip Generation and Passenger Drop-offs / Pick-ups of Students Peak Hour No. of Vehicle Volumes (peak hour) Drop-offs (vehicles) Start Time Students In Out Two-way Peak 1-hr Peak 5-min 8:am; 72 School Volumes 31 33 64 35 12 Arrival Trip Rate.43.46.89.49.17 No. of Vehicle Volumes (peak hour) Attendees In Out Two-way 367* 1:pm Volumes 253 52 35 Prayers Trip Rate.69.14.83 No. of Vehicle Volumes (peak hour) Attendees In Out Two-way 172* 2:45pm Volumes 83 158 241 Prayers Trip Rate.48.92 1.4 No. of Vehicle Volumes (peak hour) Pick-ups (vehicles) Students In Out Two-way Peak 1-hr Peak 5-min 3:3pm; 72 School Volumes 35 35 7 35 7 Dismissal Trip Rate.49.49.97.49.1 Note: (*) Includes attendees that parked outside of the site and walked to prayer hall. Attendees (Pedestrians) Crossing at Brock Road Attendees were required to find alternative parking locations when the site was unable to accommodate demands during the Friday afternoon prayers. Attendees parked at the Brock Ridge Community Park, the vacant lot at the southeast corner of Brock Road and Usman Road (south leg), the presentation centre located north of the site, and at the residential neighbourhood on the west side of Brock Road. The volume of attendees that parked off-site, walked from their parked vehicles and crossed at Brock Road to attend the prayer hall were recorded. Table 7 includes the number of crossings at the signalized intersection of Brock Road at Major Oaks Road / Usman Road (i.e. protected crossings) and at the mid-block on Brock Road, between Finch Avenue and Major Oaks Road (i.e. unprotected crossings). There were no walk trips and / or crossing along Brock Road observed during the school morning arrival and afternoon dismissal periods, given that students arrived / departed by auto drop-offs and pick-ups onsite. 9

Table 7 - Summary of Walk Trips and Pedestrian Crossing Event 2:pm Prayers 3:pm Prayers Peak Time Peak Walk Trips Traffic Impact & Parking Study, Circulation Review & TDM Plan Proposed Addition to Pickering Islamic Centre 265 Brock Road, Pickering, ON Pedestrian Crossings at Brock Road Crossing at Crossing at the Major Oaks Road Midblock of Brock Road (signalized) (unprotected) 1:45pm 67 25 42 3:pm 14 2 12 The results indicate that 42 attendees crossed the mid-block of Brock Road (south of Major Oaks Road) against traffic to attend the Friday afternoon prayers at 2:pm (recorded on Friday March 24, 217). Similarly, 12 attendees crossed the mid-block of Brock Road against traffic to attend the Friday afternoon prayers at 3:pm. It was noted, however, that all illegal crossings at the midblock were by adults. 6.3 Site Trip Generation for the Proposed Addition Site trips were generated separately for the individual uses at the PIC: the prayer hall and the school components, and combined where appropriate. Place of Worship Auto site trips generated for the place of worship is expected to be similar to the existing trip generation, given the modest proposed increase to the prayer hall and given that any growth would be offset by the increase in walk trips, seeing as some attendees would live in area, at the future residential development to the east of Usman Road. The site trip generation for the prayer hall component of the PIC is shown in Table 8. Table 8 - Trip Generation of Place of Worship Midday Peak Hour PM Peak Hour Land Use 367 Attendees 172 Attendees IN OUT TOTAL IN OUT TOTAL Place of Worship Distribution 83% 17% 1% 34% 66% 1% Rate.69.14.83.48.92 1.4 Trips 253 52 35 83 158 241 The place of worship generates approximately 35 two-way trips in the weekday MD peak hour (during early afternoon prayers) and 241 two-way trips in the weekday PM peak hour (during mid-afternoon prayers). Islamic School The additional school trips were generated using the trip rates determined from our traffic survey results. The student enrollment is planned to increase from 72 students to approximately 3 students in the fiveto ten-year horizon. Among the 3 students, approximately 3 students are assumed to be bussed. Furthermore, approximately 2 students are assumed to walk to the school from the future residential development east of Usman Road. Teachers and administrative staff are expected to drive to the site and 1

Traffic Impact & Parking Study, Circulation Review & TDM Plan Proposed Addition to Pickering Islamic Centre 265 Brock Road, Pickering, ON were also incorporated into the trip generation estimates for the school. The site trip generation for the weekday school component of the PIC is shown in Table 9. Table 9 Site Trip Generation of the School Trip Type Number of Persons Morning School Peak Hour (8:am to 9:am) Afternoon School Peak Hour (3:pm to 4:pm; coincides with 3:pm prayer time) IN OUT TOTAL IN OUT TOTAL Students Auto Drop-off / Pick-up 25 Trips 8 113 192 12 94 213 School Bus Trips 3 2 2 4 2 2 4 Walking Trips 2 2 2 2 2 Total 3 12 115 216 122 116 237 Staff Teachers 21 Trips 21 21 21 21 Administrative Staff 5 5 5 5 5 Total 26 26 26 26 26 Total School Auto Trips 25 Rate.43.46.89.49.49.97 Trips 18 115 222 122 122 243 The school is expected to generate approximately 222 new two-way trips in the weekday AM peak hour with a trip rate of.89 trips per student. The 222 two-way trips include 192 student drop-offs auto trips, 4 school bus trips and 26 staff auto trips. During the weekday PM peak hour, the school is expected to generate approximately 243 new two-way trips with a trip rate of.97 trips per student. The 243 two-way trips include 213 student pick-up auto trips, 4 school bus trips and 26 staff auto trips. Additionally, there are 2 walk trips expected to occur in the weekday AM peak hour and weekday PM peak hour. Given that the Friday afternoon (3:pm) prayer time and the weekday PM school peak hour (afternoon dismissal) overlap, the site traffic was combined to obtain an estimated total of 484 (241 school + 243 prayer hall) two-way peak hour auto trips in the Friday (mid) afternoon peak hour. The combined site trips for the place of worship and for the school are summarized in Table 1. Table 1 - Combined Trip Generation of Place of Worship and School Uses Trip Type AM Peak Hour MD Peak Hour PM Peak Hour IN OUT TOTAL IN OUT TOTAL IN OUT TOTAL Place of Worship Site Trips 253 52 35 83 158 241 School Site Trips 18 115 222 122 122 243 Total Site Trips 18 115 222 253 52 35 25 28 484 6.4 Trip Distribution and Assignment Site trips were distributed and assigned to / from the boundary roadways and the subject site using the existing traffic patterns obtained from our traffic counts. Major travel routes such as the Highway 41 and Kingston Road and general observations from the site survey were considered in the distribution and assignment. 11

Traffic Impact & Parking Study, Circulation Review & TDM Plan Proposed Addition to Pickering Islamic Centre 265 Brock Road, Pickering, ON The existing traffic volume percent split along Brock Road is approximately 3 percent northbound / 7 percent southbound in the weekday AM peak hour and approximately 55 percent northbound / 45 percent southbound in the weekday MD and PM peak hours. The site traffic assignments for the horizon year for the weekday AM, MD and PM peak hours are shown in Figure 7. 7. FUTURE TOTAL TRAFFIC CONDITIONS Site traffic volumes were added to the future background traffic volumes to obtain future total traffic volumes for the peak hours. The future total traffic volumes for the year 224 weekday AM, MD and PM peak hours are shown in Figure 8. The peak hours assessed are summarized as follows: Weekday AM 7:45am to 8:45am; roadway traffic volumes plus school morning arrival period Weekday MD 2:pm to 3:pm; roadway traffic volumes plus Friday 2:pm prayer time Weekday PM 3:pm to 4:pm; roadway traffic volumes plus Friday 3:pm prayer time and school afternoon dismissal period 7.1 Future Walk Trips & Pedestrian Crossing As noted in existing conditions, attendees were required to park at alternative parking areas due to insufficient parking within the site. Attendees crossed the midblock of Brock Road between Major Oaks Road and Finch Avenue after parking at the Brock Ridge Community Park and the residential neighbourhood west of Brock Road to get to the site. Due to safety concerns, it is recommended that PIC staff direct pedestrians to either cross at the intersection of Major Oaks Road or Finch Avenue. The future increase to the parking supply (proposed parking deck), as part of the building addition, is expected to reduce the occurrences of spillover parking (compared to existing conditions), as discussed further in Section 9. Therefore, the volume of (unprotected) midblock crossings to attend prayers is expected to be reduced after the proposed addition. If some spillover parking occurs to the west side of Brock Road, it is recommended that PIC staff inform attendees that pedestrians should cross Brock Road at nearby signalized locations located at Major Oaks Road or at Finch Avenue. 8. CAPACITY AND VEHICLE QUEUING ANALYSIS A capacity and queuing analysis was performed for the study area intersections and site driveway using Synchro and SimTraffic analysis software. The capacity and vehicle queue analysis results of the weekday AM, MD and PM peak hours are shown in Table 11 and Table 12 respectively. Capacity Analysis Sheets and Level of Service (LOS) definitions are provided in Appendix D and Appendix E, respectively. The vehicle queuing analyses were completed based on SimTraffic simulation runs to determine whether queues would exceed available storage lengths of turn lanes. 12

Signal Timing Adjustments: Traffic Impact & Parking Study, Circulation Review & TDM Plan Proposed Addition to Pickering Islamic Centre 265 Brock Road, Pickering, ON Signal timing was optimized for some of the signalized intersection under future background and future total conditions for the weekday AM, MD and PM peak hour to accommodate increased traffic volumes. However, the existing intersection cycle lengths for the intersections were maintained. The summary of the signal timing adjustments is listed below: Major Oaks Road / Usman Road & Brock Road Weekday AM peak hour: provide an advance northbound left turn phase Weekday MD and PM peak hours: increase green-time for east-west phase Finch Avenue & Brock Road Weekday AM peak hour: slight increase to green time for north-south through phase Weekday PM peak hour: slight increase to green time for east-west through phase and slight increase to green time for advance northbound left turn phase Capacity Analysis Thresholds: The Durham Region Traffic Impact Study Guidelines state that a level of service (LOS) of D or better in urban areas is considered acceptable. Additionally, a volume-to-capacity (v/c) ratio above.9 is generally considered critical. The results of the capacity analysis and queuing analysis are summarized in this section for each intersection: Brock Road & Dellbrook Avenue Under existing conditions, the intersection operates at an overall good LOS of A with minimal delays for all weekday AM, MD and PM peak hours. For all periods, the eastbound and westbound movements operate at an acceptable LOS of C and D. Under future 224 total conditions, weekday AM peak hour, the intersection is expected to operate at an overall good LOS of B, with minimal delays of 11 seconds. In the weekday MD and PM peak hours, the intersection is expected to operate similarly to the existing conditions, with an overall good LOS of A. For all periods, the eastbound and westbound movements would continue to operate at an acceptable LOS of C and D. The 95th percentile vehicle queues of all the approaches are expected to be contained within the available storage lengths provided. Brock Road & Major Oaks Road / Usman Road (North Leg) Under existing conditions, weekday AM peak hour, the intersection operates at an overall good LOS of B, with minimal delays of 13 seconds. The intersection operates with reserve capacity, with a volume-tocapacity (v/c) ratio of.54 in the weekday AM peak hour. The intersection, in the weekday MD and PM peak hours, operates at a good overall LOS of A, with minimal delays. For all periods, the eastbound and westbound movements operate at an acceptable LOS of C and D. Under future 224 conditions (when the connection at Usman Road is open to the public), with minor signal timing adjustments, the intersection is expected to operate at a good overall LOS of B, with minimal to 13

Traffic Impact & Parking Study, Circulation Review & TDM Plan Proposed Addition to Pickering Islamic Centre 265 Brock Road, Pickering, ON average delays of up to 2 seconds in the weekday AM peak hour. In the weekday MD peak hour, the intersection is expected to operate similarly to the existing conditions, at a good overall LOS of A. In the weekday PM peak hour, the intersection is expected to operate at a good overall LOS of B, with minimal delays of 17 seconds. For all periods, the eastbound and westbound movements would continue to operate at an acceptable LOS of C and D. Under future conditions, the modelled 95th percentile vehicle queue lengths are contained within the available storage lengths provided at the intersection, except for the northbound left turn movement in the weekday PM peak hour (73m queues vs. 67m storage); however, additional storage is provided within the centre lane. Brock Road at Site Access (Existing Right-in / out; Future Right-out Only) Under existing conditions, the site access operates at a good LOS of B with a delay of up to 14 seconds during the weekday AM and MD peak hours. The site access, in the weekday PM peak hour, operates at an acceptable LOS of C with a minimal delay of 2 seconds. Under future 224 total conditions, the site access is expected to operate similarly as the existing conditions. The vehicle queues exiting the driveway is expected be approximately 28m (~4 vehicles), which would be contained within the driveway throat length. Usman Road at Site Access (Full-moves) Under existing conditions, the site access operates at a good LOS of A, with minimal delays, for southbound traffic exiting the development. Under future 224 total conditions, the site access is expected to operate at a good LOS of A to B with minimal delays of up to 12 seconds, for southbound traffic exiting the development. The site traffic queue is expected to be approximately 25m (~4 vehicles) and is expected to be contained within the site. Brock Road & Usman Road (South Leg) Under existing conditions, the (unsignalized, westbound left turn restricted) intersection operates at an overall good LOS of B, with delays of up to 13 seconds or less in the weekday AM, MD and PM peak hours. Under future 224 total conditions, the intersection would continue to operate at an overall good LOS of B. The southbound left approach is expected to operate at a LOS of B in the weekday AM and MD peak hours, and at an acceptable LOS of C in the weekday PM peak hour. The 95 th percentile vehicle queues for the westbound right turning movement are expected to be approximately 9m (~2 vehicles) and are not expected to block the upstream site driveway for the PIC at Usman Road. Similarly, the southbound left turn queues are expected to be contained within the available 6m storage length for the movement. 14

Brock Road & Finch Avenue Traffic Impact & Parking Study, Circulation Review & TDM Plan Proposed Addition to Pickering Islamic Centre 265 Brock Road, Pickering, ON Under existing conditions, the intersection operates at an overall good LOS of B with minimal overall delays of up to 17 seconds during each of the weekday AM, MD and PM peak hours. The eastbound and westbound movements operate at an acceptable LOS of C to D, with average delays of 31 to 47 seconds. Under future 224 background traffic conditions, in the weekday AM peak hour, the intersection is expected to operate at an overall acceptable LOS of C, with an overall v/c ratio of.89. The southbound through / right movement is expected to operate at an acceptable LOS of C, but with a v/c of.94. Under future 224 total traffic conditions, weekday AM peak hour, with the addition of site traffic, the v/c ratio increases slightly from a v/c of.89 to.91 and the southbound through / right movement increases slightly from a v/c of.94 to.98. Given that the operations of the intersection southbound through movements at the arterial road intersection is related to background traffic growth, this is expected to be addressed by area-wide public transportation improvements, including the planned HOV lanes on Brock Road within the study area, planned for year 226. Under future 224 background and total traffic conditions, in the weekday MD peak hour, the intersection is expected to operate at an overall acceptable LOS of B with an overall v/c ratio of.47 to.5, operating with reserve capacity. Under future 224 background and total traffic conditions, in the weekday PM peak hour, the intersection is expected to operate at an overall acceptable LOS of C with an overall v/c ratio of.82. The northbound left turn lane, 95th percentile vehicle queues, may exceed the available storage under future 224 total traffic conditions (33m storage vs. 77m queues in the weekday PM peak hour); however, the taper lane (providing a full centre lane width for an additional 4m) allows for additional vehicles to store. From our SimTraffic results, queues clear after each cycle. The 95th percentile vehicle queues for all other turn lanes are expected to be contained within the storage lengths provided. 15

Table 11 - Capacity Analysis Results Intersection Individual Movement Existing Conditions Future 224 Background Conditions AM Peak Hour MD Peak Hour PM Peak Hour AM Peak Hour MD Peak Hour PM Peak Hour Future 224 Total Conditions AM Peak Hour MD Peak Hour PM Peak Hour V/C Delay LOS V/C Delay LOS V/C Delay LOS V/C Delay LOS V/C Delay LOS V/C Delay LOS V/C Delay LOS V/C Delay LOS V/C Delay LOS (sec.) (sec.) (sec.) (sec.) (sec.) (sec.) (sec.) (sec.) (sec.) Brock Road & Dellbrook Avenue.46 9 A.21 6 A.39 6 A.56 11 B.23 6 A.47 7 A.59 11 B.26 6 A.47 7 A Eastbound Left.36 37 D.28 42 D.47 42 D.33 35 D.3 42 D.51 42 D.33 35 D.3 42 D.51 42 D Eastbound Through/Right.51 39 D.5 4 D.5 38 D.65 42 D.6 39 D.6 37 D.67 43 D.6 39 D.6 37 D Westbound Left/Through/Right.1 34 C. 39 D.2 37 D.1 33 C. 39 D.2 37 D.1 33 C. 39 D.2 37 D Northbound Left.18 5 A.14 3 A.3 4 A.28 8 A.17 3 A.46 7 A.31 9 A.19 3 A.46 7 A Northbound Through/Right.22 4 A.21 3 A.38 4 A.27 5 A.22 3 A.44 4 A.28 5 A.23 3 A.44 4 A Southbound Left.3 3 A. A. A.4 4 A. A. A.4 4 A. A. A Southbound Through/Right.45 5 A.2 2 A.28 3 A.54 7 A.21 3 A.37 4 A.57 8 A.26 3 A.37 4 A Brock Road & Major Oaks Road / Usman Road.59 13 B.26 9 A.54 8 A.73 18 B.33 9 A.71 17 B.76 2 B.4 1 A.71 17 B Eastbound Left/Through.11 3 C.13 35 D.17 36 D.15 3 C.17 3 C.12 21 C.15 3 C.14 3 C.12 21 C Eastbound Right.72 41 D.11 35 D.13 35 D.74 41 D.12 3 C.16 21 C.75 42 D.13 29 C.16 21 C Westbound Left/Through/Right.1 29 C.9 35 C.12 35 D.27 31 C.21 3 C.65 28 C.54 34 C.36 31 C.65 28 C Northbound Left.55 17 B.29 3 A.61 5 A.61 17 B.37 4 A.79 22 C.69 24 C.43 4 A.79 22 C Northbound Through/Right.25 6 A.24 3 A.45 4 A.29 6 A.27 4 A.64 1 A.3 6 A.28 4 A.64 1 A Southbound Left.1 5 A.1 5 A. 5 A.2 8 A.5 6 A.16 16 B.2 9 A.5 7 A.16 16 B Southbound Through/Right.55 8 A.25 6 A.35 7 A.73 16 B.28 8 A.76 22 C.77 18 B.34 8 A.76 22 C Brock Road & Usman Road Westbound Right 1 B 13 B 12 B 11 B 12 B 1 A 11 B 12 B 1 A Northbound Through B A A B A A A A A Northbound Right B A A B A A A A A Southbound Left 9 A 11 B 12 B 9 A 11 B 18 C 1 A 13 B 18 C Southbound Through B A A B A A A A A Brock Road & Finch Avenue.7 17 B.42 14 B.57 15 B.89 26 C.47 15 B.82 23 C.91 31 C.5 16 B.82 23 C Eastbound Left/Through.59 41 D.7 44 D.75 47 D.64 43 D.72 46 D.84 53 D.68 45 D.78 5 D.84 53 D Eastbound Right.32 36 D.14 32 C.16 32 C.72 47 D.16 32 C.29 31 C.72 47 D.16 31 C.29 31 C Westbound Left/Through/Right.12 34 C.5 31 C.9 31 C.14 34 C.5 31 C.9 29 C.14 34 C.5 31 C.9 29 C Northbound Left.54 14 B.33 6 A.55 9 A.81 47 D.43 7 A.86 43 D.82 49 D.45 7 A.86 43 D Northbound Through/Right.23 5 A.35 7 A.51 9 A.28 5 A.34 7 A.68 13 B.29 6 A.4 8 A.68 13 B Southbound Left.1 7 A.1 9 A.2 9 A.1 8 A.1 9 A.5 13 B.1 8 A.1 1 A.5 13 B Southbound Through/Right.76 16 B.35 11 B.52 14 B.94 28 C.42 12 B.77 23 C.98 35 C.44 13 B.77 23 C Brock Road & Site Access (Right-in / Right-out) Westbound Right 11 B 14 B 2 C 11 B 15 B 23 C Northbound Through/Right A A A Nrothbound Through A A A Southbound Through A A A A A A Usman Road & Full Moves Site Access Eastbound Left / Through 7 A 7 A 7 A 5 A 6 A 5 A Westbound Through / Right A A A A A A Southbound Left / Right 8 A 9 A 9 A 1 A 11 B 12 B

Table 12 - Vehicle Queue Analysis Results Intersection 95th Percentile Vehicle Queue(m) Available Storage Individual Movement [Taper Length] (m) 224 Future Total Traffic Conditions AM Peak Hour MD Peak Hour PM Peak Hour Brock Road & Dellbrook Avenue Eastbound Left 26 [26] 25 21 26 Eastbound Through/Right 97 32 17 17 Westbound Left/Through/Right 93 13 7 13 Northbound Left 65 2 23 5 Northbound Through - 24 4 51 Northbound Through/Right 424 32 52 61 Southbound Left 75 8 Southbound Through - 54 31 67 Southbound Through/Right 152 59 4 39 Brock Road & Major Oaks Road / Usman Road Eastbound Left/Through 97 18 16 19 Eastbound Right - 8 26 42 Westbound Left/Through/Right 93 45 23 44 Northbound Left 67 [7] 36 38 73 Northbound Through - 29 29 75 Northbound Through/Right 424 35 36 87 Southbound Left 6 [74] 6 11 15 Southbound Through - 111 44 85 Southbound Through/Right 152 131 49 88 Brock Road & Usman Road Westbound Right - 9 8 9 Northbound Through - Northbound Right 15 [77] 7 8 Southbound Left 61 [4] 15 19 28 Southbound Through - Brock Road & Finch Avenue Eastbound Left/Through 176 57 63 87 Eastbound Right - 81 25 53 Westbound Left/Through/Right 269 25 9 17 Northbound Left 33 [4] 77 39 58 Northbound Through - 58 45 124 Northbound Through/Right 132 41 48 111 Southbound Left 16 [38] 5 19 Southbound Through - 273 54 97 Southbound Through/Right 352 282 62 115 Brock Road & Site Access (Right-out only) Westbound Right - 14 12 28 Northbound Through - Southbound Through - Usman Road & Full Moves Site Access Eastbound Left / Through 55 4 Westbound Through / Right 55 Southbound Left / Right - 14 1 25

Traffic Impact & Parking Study, Circulation Review & TDM Plan Proposed Addition to Pickering Islamic Centre 265 Brock Road, Pickering, ON 9. PARKING STUDY A parking study was conducted to determine the current and future parking demands of the PIC and to compare the demand with the proposed parking supply and Zoning By-law requirements for parking. The existing site currently has a parking supply of 62 spaces and the proposed parking supply after the addition is 16 spaces (115 on surface parking and 45 spaces on the parking deck). 9.1 Parking Requirements, City of Pickering Zoning By-law The parking requirements for the PIC are based on the City of Pickering Zoning By-law, Section 5.21.1, and are shown in Table 13, in comparison to the parking supply. Source information is provided in Appendix F. Table 13 Parking Requirements (City of Pickering Zoning By-law) and Supply Land Use Site Statistics Parking Rate Parking Required Parking Supply (spaces) (spaces) Place of Worship 289 Person Capacity 1 space per 4 person capacity 73 26 Staff 1 space per staff 26 Private School 42 Student Capacity 1 space per 1 students 42 Total 141 16 Source: City of Pickering Zoning By-law, Section 5.21.1 In summary, the parking requirement is 141 spaces and the proposed parking supply is 16 spaces, which indicates an overall surplus of 19 spaces for the site. However, given that Friday afternoon prayers are a busy time period with typically higher than usual parking demands, parking surveys were conducted at the property to gain a better understanding. 9.2 Parking Survey Methodology Details of the parking survey conducted by Trans-Plan are as follows: Conducted on Friday March 24, 217 during the school arrival (from 8:am to 9:pm) / dismissal periods and during the afternoon prayers (from 12:pm to 4:pm). Recorded parking demand (number of spaces occupied) at the site was recorded at 15-minute intervals Recorded student drop-offs and pick-ups by auto at the school were recorded separately from the attendees of the place of worship. Noted spillover parking to the adjacent roadways (on-street parking), to vacant lots, to the neighbourhood on the west side of Brock Road and to the Brock Ridge Community Park, were recorded at 15-minute intervals. 9.3 Parking Survey Results The locations of where the spillover parking occurred are shown in Figure 9. 18

Traffic Impact & Parking Study, Circulation Review & TDM Plan Proposed Addition to Pickering Islamic Centre 265 Brock Road, Pickering, ON The survey results, showing the peak parking demand of the site and the spill over parking peak demand is summarized in Table 14. The detailed survey results are shown in tabular form in Appendix F. Table 14 - Parking Survey Results, Peak Demands Peak Parking Demand (spaces) Time Spillover Parking (Peak Neighbourhood Subject 15-min at West Side of Site Interval) Brock Road Event School Arrival 2:pm Prayers 3:pm Prayers School Dismissal 3:pm Prayers & School Dismissal 8:3AM & 8:45AM Usman Road & Vacant Lot Brock Ridge Community Park Parking Lot of Residential Presentation Centres Total Spillover Parking 1 1 2:15PM 133 5 45 42 26 163 296 3:15PM 123 6 8 14 137 23 23 146 6 8 14 16 The site peak parking demand of the school and place of worship are summarized as follows: The school peak parking demand during the morning school arrival period was 1 spaces occupied, occurring at 8:3am & 8:45am. The vast majority of parents / guardians parked their vehicle in the parking lot and walked their children to the entrance of the school. The parking rate for school uses is calculated to be.14 spaces occupied per student (1 spaces / 72 student enrollment). The Friday 2:pm prayers had a peak parking demand total of 296 spaces occupied, occurring at 2:15pm. The site accommodated 133 spaces within the lot (with vehicles parked illegally in the parking aisles). The parking spillover was 163 spaces. When parking at the site reached capacity, attendees for the prayer hall parked at the various aforementioned locations off-site. The Friday 3:pm prayers and school dismissal period had a combined peak parking demand of 16 spaces occupied, occurring at 3:15pm. The site accommodated 146 spaces within the lot (123 spaces related to prayer hall traffic and 23 spaces related to school traffic). The parking spillover was 14 spaces. The parking rate for school uses is calculated to be.32 spaces occupied per student (23 spaces / 72 student enrollment). It was generally observed that attendees were guided by PIC staff to park along some of the driveway aisles. Staff limited the number of vehicles parking at the site to provide room for vehicles to leave the site after prayer. A number of parents / guardians of students who attended the 3:pm prayer picked up their children afterwards for the 3:3pm school dismissal. Total 19

Traffic Impact & Parking Study, Circulation Review & TDM Plan Proposed Addition to Pickering Islamic Centre 265 Brock Road, Pickering, ON 9.4 Future Parking Demands for School and Prayer Hall Uses Parking demands generated by the school use is expected to increase after the addition, with the student enrollment increasing from 72 to 3 students (but accounting for approximately 5 the 3 students arriving by school bus or walking to school from the new residential development nearby). The existing parking rate during school arrival was recorded to be.14 spaces per student and the school dismissal parking rate was.32 spaces per student. The rates were applied to the expected number of students that would be dropped-off / picked-up by a parent / guardian with a vehicle. Table 15 shows the anticipated future parking demands for the school uses. Table 15 Future Parking Demand of School Existing Parking Demand Future Parking Demand Parking Demand Rate Parking Demand Parking Demand Students Students (spaces) (spaces) School.14 spaces per Student 1 35 Arrival 72 25 School.32 spaces per Student 23 8 Dismissal The school uses are expected to have a peak parking demands of 35 spaces during the morning school arrival period and 8 spaces during afternoon school dismissal period. The peak parking demand for the site during the Friday 3:pm prayers and the afternoon school dismissal period, combined, is estimated to be 217 spaces: 137 spaces occupied for the prayer hall uses (as previously shown in Table 14) and 8 spaces occupied for school uses. By comparison The Friday 2:pm prayers would continue to have the highest parking demand at 296 spaces (as previously shown in Table 14) and is the critical parking demand for the site. 9.5 Allocation of Residual Parking Demands during Friday Prayers The proposed parking supply of 16 spaces is deficient by 136 spaces when compared to the parking demand during the Friday 2:pm prayers; however, the deficiency is short-term, lasting about 2 minutes on a Friday early afternoon (prior to the roadway weekday PM peak hour and when visitor parking demands on-street in the neighbourhood would typically be lower). PIC staff currently direct traffic within the site to park within the driving aisles within the site to remedy the current parking situation. Vehicles would therefore enter and exit in a last in first out (LIFO) method to ensure that parking occurs in an orderly manner. Consequently, the site plan was reviewed to determine the number of vehicles able to park within the drive aisles without blocking the designated fire route or impacting roadway traffic on Brock Road, as illustrated in Figure 1. The drive aisles could fit approximately 46 vehicles, which would result in a residual short-term spillover parking demand of approximately 9 spaces. Attendees for the prayers could park on local roads for a short duration on Fridays, provided that they adhere to the City of Pickering Traffic and Parking By-law 664/5. Vehicles are permitted to park on the street for up to 3 hours and should not block residential driveways and / or fire hydrants. In close proximity of the site, approximately 37 on-street spaces (3 spaces on Usman Road and 7 spaces on Jade Street) 2

Traffic Impact & Parking Study, Circulation Review & TDM Plan Proposed Addition to Pickering Islamic Centre 265 Brock Road, Pickering, ON are available. It is noteworthy that a number of residents in the future subdivision are anticipated to also attend prayers at the PIC. A portion of the excess parking demand of approximately 53 spaces could continue to be accommodated (on a short-term basis on Fridays for the 2 minute duration) at the Brock Ridge Community Park. Additionally, future transit improvements and TDM measures, as discussed in the following section, may encourage a reduction in parking demands for Friday afternoon prayers. 9.6 Durham Region Bus Rapid Transit (BRT) & HOV lanes The future widening of Brock Road (from four the six lanes) for dedicated HOV lanes and BRT would promote alternative forms of transportation for the attendees and could potentially reduce parking demands at the site. The improvements are expected to be implemented sometime after 226. A Transportation Demand Management (TDM) plan was prepared to go into more details of alternative modes of transportation to help encourage a reduction in traffic and parking demand at the site. 1. TRANSPORTATION DEMAND MANAGEMENT PLAN A TDM plan is provided as part of the proposed addition to the PIC in an effort to assist minimize congestion, improve air quality, reduce greenhouse gas emissions, reduce parking demand, and improve public health in the long-term. This TDM plan for the PIC proposed building addition, along with the Durham Region transportation policies and initiatives for the surrounding road network, will help provide the public greater choice, incentives and opportunities to choose travel modes other than single-occupant vehicles. Our proposed TDM plan for the site is outlined as follows: Transit Increasing public transit use has many benefits such as protecting the environment, reducing traffic congestion on Regional roads, providing convenience, saving energy, strengthening communities and improving liveability. The site is currently well served by transit with DRT buses operating along Brock Road at service frequencies of at least approximately 15 to 2 minutes in the weekday AM, MD and PM peak hours, respectively. Transit stops are located south of the site near the community park, approximately a two minute walk from the subject site. The BRT is to be implemented on Brock Road in 226 and it will be supplemented with a HOV lane to maintain a high frequency of 5 to 1 minute headways. The BRT would encourage attendees, staff and teachers to consider transit as an alternative from driving. To encourage attendees and staff at the site to travel by transit, they should be provided with DRT information packages containing route maps, schedules and other useful information. Cycling Encouraging more people to cycle would result in taking more cars off the road during peak hours, helping to reduce traffic congestion, and is more environmentally friendly. 21

Traffic Impact & Parking Study, Circulation Review & TDM Plan Proposed Addition to Pickering Islamic Centre 265 Brock Road, Pickering, ON Within the study area, there are available multi-use pathways (MUP) for cyclists and pedestrians along both sides of Brock Road. The MUPs provide added safety for cyclists by reducing auto and cycle conflicts. To encourage more cycle trips to / from the site, bicycle parking spaces, provided at convenient locations near PIC main entrance, would be beneficial. The bicycle parking rates provided in the Draft Pickering City Centre Zoning By-law was reviewed to determine the appropriate number of bicycle spaces recommended. Although the site is not located in the City Centre, the bicycle rates are to be used as a guide to the number of bicycle spaces to be provided. Table 16 shows the results of the analysis and Appendix G provides the excerpt of the Zoning By-law. Table 16 - Bicycle Parking Requirements Land Use Non-Residential Uses: Place of Worship and School Gross Floor Area Source: Draft Pickering City Centre Zoning By-law, Section 3.9 Bicycle Parking Rate Bicycle Parking Requirements 4,886 sq.m. Greater of 2 or 1 space per 5 sq.m. 1 spaces Based on the Draft Pickering City Centre Zoning By-law, the site would require 1 bicycle spaces (bike racks) on-site. The bicycle parking spaces could be utilized by attendees for prayers, staff and students. The provision of bicycle parking would further encourage a reduction in parking demand for the site. Walking As mentioned, MUPs are provided along both sides of Brock Road. The study area intersections also contain either a sidewalk or multi-use pathways. The site plan provides a sidewalk connection to the multiuse pathway along Brock Road. A crosswalk crossing Usman Road is delineated and sidewalks are also provided along Usman Road adjacent to the site. Carpooling To help reduce travel by single-occupant automobiles, attendees, staff and teachers are encouraged to carpool, if applicable. Parents of students could also consider setting up a carpool for their children with other parents. Carpooling will allow attendees, staff and teachers to utilize the future HOV lanes along Brock Road. Attendees, staff and teachers should be encouraged to join programs such as the Durham Smart Commute and seek opportunities to carpool, where practicable. Smart Commute is one of a network of local transportation management associations (TMA s) across the GTA-Hamilton delivering TDM programs and services. A travel information package should be provided to new staff and teachers of the site that includes information for Smart Commute and other variety of carpool options. 22

Traffic Impact & Parking Study, Circulation Review & TDM Plan Proposed Addition to Pickering Islamic Centre 265 Brock Road, Pickering, ON 11. SITE CIRCULATION REVIEW A site circulation review was completed using AutoTurn vehicle turning template software for design vehicles that include a school bus, waste collection vehicle and passenger vehicles. Details of the site circulation review for each vehicle type is provided in this section: Small School Buses The school is expected to have two small school buses to pick up students. Figure 11 shows a school bus entering the site through at the Usman Road access parking at the edge of the curb near the daycare. Figure 12 shows the bus exiting via the right-out only site access. Waste Collection Vehicles A waste bin is located at the east side of the site at the south side of the parking deck. Figure 13 shows a waste collection vehicle entering the site and driving to towards the bins. Waste collection is expected to occur outside of school and prayer times at the site. Figure 14 shows the waste collection vehicle exiting the site through the full moves site access on Usman Road. Passenger Vehicles Figure 15 shows passenger vehicles parking on surface parking spaces and the spaces on the parking deck with no major issues; however, some minor red-line modifications are shown in Figure 15, for the parking deck and surface parking under the deck, for passenger vehicles to enter / exit the stalls at the end of the parking aisles. Our site circulation review for each design vehicle reviewed indicates that school buses, waste collection vehicles and passenger vehicles are able to circulate without incident. 12. CONCLUSIONS This traffic impact and parking study, TDM plan and site circulation review for the proposed addition to the PIC, located at 265 Brock Road in the City of Pickering, is summarized as follows: 12.1 Traffic Impact Study The proposed addition to the PIC includes a building expansion from two to three stories, with a planned increase from 1,724 to 4,886 sq.m. of GFA. The number of classrooms is planned to increase from 2 to 21, to accommodate an increased enrollment from 72 to 3 students. The prayer hall worship area is planned to increase slightly from 299 to 347 sq.m. of GFA. Parking at the site would be accommodated by a parking deck, which would increase the supply from approximately 62 spaces to 16 spaces. The proposed access scheme for the site is a full-moves access at Usman Road and a right-out only access at Brock Road. Traffic ultimately heading southbound on Brock Road to Finch Avenue would access the signalized intersection of Brock Road at Major Oaks Road / Usman Road, which is expected to be open to the public (i.e. the east leg of the intersection) prior to the building addition (i.e. year 219). The Region of Durham planned improvements in the study area include a widening from 4 to 6 lanes along Brock Road, with the outer lanes operating as HOV and BRT lanes. The 23

Traffic Impact & Parking Study, Circulation Review & TDM Plan Proposed Addition to Pickering Islamic Centre 265 Brock Road, Pickering, ON implementation of the widening is expected to occur around year 226 (just outside of our study horizon year for the PIC). Existing site traffic was surveyed and student drop-offs / pick-ups were recorded on a typical Friday during the school morning arrival and dismissal periods and during afternoon prayers, occurring around 2:pm and 3:pm. It was noted that the afternoon school dismissal period coincides with the Friday afternoon 3:pm prayer time. However, the site peaked during Friday afternoon 2:pm prayers, where approximately 367 attendees arrived, generating a parking demand of 296 vehicles. From our review of pedestrian crossings on Brock Road, approximately 42 attendees crossed at the mid-block (unprotected, against traffic) of Brock Road (opposite the PIC) for the Friday 2:pm prayer time and 12 attendees crossed in a similar fashion for the Friday 3:pm prayer time. Only adult (not children) attendees were observed to cross at the mid-block. Nevertheless, these occurrences are expected to reduce as the on-site parking supply is increased (and with some reliance for on-street parking at Usman Road on the east side of Brock Road for the short duration of 2 minutes on a Friday afternoon). PIC staff should direct pedestrians to cross at the signalized intersections along Brock Road, including Major Oaks Road or Finch Avenue to address these safety concerns. Minor signal timing adjustments are proposed for the intersections of Brock Road with Major Oaks Road / Usman Road (north leg), and with Finch Avenue to accommodate future traffic volumes. The existing cycle lengths of the intersections were maintained. All intersections are expected to operate at good to acceptable levels of service, with minimal to average delays, under future year 224 total traffic conditions; however, for the intersection of Brock Road and Finch Avenue, in the weekday AM peak hour, the v/c ratio is expected to be.89 in future background conditions and increases slightly to.91 in future total conditions. The southbound through / right movement increases slightly from a v/c of.94 to.98 when comparing future background and total conditions. Given that the operations of the intersection southbound through movements at the arterial road intersection is mainly related to background traffic growth, this is expected to be addressed by area-wide public transportation improvements, including the aforementioned planned HOV and BRT lanes on Brock Road within the study area. The proposed addition to the PIC is not expected to have any significant impact on the roadway network based on our capacity and queue analysis results. The proposed development could be accommodated within the existing road network (subsequent to the full completion of the Brock Road and Major Oaks Road / Usman Road intersection). 12.2 Parking Study A total parking supply of 16 spaces (115 on surface spaces and 45 spaces on the parking deck) is proposed on-site. Based on the City of Pickering Zoning By-law for parking requirements, a total of 141 spaces is required of the site, which is met by the proposed supply of 16 spaces, with a surplus of 19 spaces. Given that parking demands are typically busier during Friday afternoon prayer times for an Islamic place of worship, parking surveys were conducted. 24

Traffic Impact & Parking Study, Circulation Review & TDM Plan Proposed Addition to Pickering Islamic Centre 265 Brock Road, Pickering, ON - A peak parking demand of approximately 1 spaces occurred during school arrival, which resulted in a parking rate of.14 spaces per student (1 spaces / 72 students enrolled). - The Friday 2:pm prayers had a parking demand of approximately 296 spaces (133 spaces on-site and 163 spaces of spillover parking). - The 3:pm prayer had a parking demand of approximately 147 spaces (123 spaces onsite and 14 spaces of spillover parking). - The school dismissal had a peak parking demand of approximately 23 spaces with a parking rate of.32 spaces per student (23 spaces / 72 students enrolled). The school, after the proposed addition, is estimated to have a peak parking demand of 35 spaces during the morning school arrival period and 8 spaces during the afternoon school dismissal period. The combined peak parking demand of the site during the Friday 3:pm prayers and afternoon school dismissal period is estimated to be 217 spaces. The Friday 2:pm prayers would continue to have the highest peak parking demand for the day, at approximately 296 spaces. A number of worshippers may live in the future residential development to the east of the site (and therefore, walk to prayers), which would likely offset and increased activity due to the modest planned increase to the prayer hall worship area size, as part of the building addition). As is typical with places of worship that see a brief surge in parking demands, attendees could park within the driveway aisles to remedy the parking demand during the Friday 2:pm prayers without impacting the designated on-site fire route and roadway operations. The driveway aisles of the site could accommodate approximately 46 vehicles. PIC staff should continue to marshal traffic entering and exiting during Friday afternoon prayers. Attendees could potentially park on the street along Usman Road (for the short approximate 2- minute duration of the Friday afternoon prayer times) provided that they adhere to the City of Pickering Traffic and Parking By-law 664/5. Future road widening of Brock Road with outer lanes dedicated to HOV lanes and BRT would provide alternative modes of transportation for attendees at the prayer hall and for school staff or parents / guardians dropping off students by auto. The future parking traffic demand therefore has the potential to be reduced from the noted auto parking demand estimates. 12.3 Transportation Demand Management Plan To accommodate the existing site and the proposed addition, the following TDM recommendations are proposed: The site is well served by transit and the future HOV lanes and BRT will provide more frequent transit service along Brock Road to help reduce traffic demand. Provide attendees and staff with a TDM package including information such as maps and schedules of transit service and maps of cycling routes and pedestrian trails / walkways in the study area. A total of 5 or more bicycle parking spaces (cycle racks) are recommended near the entrance of the building. Brock Road has multi-use pathways for both pedestrians and cyclist and the proposed pedestrian connections to the site would accommodate alternative modes of travel. 25

Traffic Impact & Parking Study, Circulation Review & TDM Plan Proposed Addition to Pickering Islamic Centre 265 Brock Road, Pickering, ON Information on carpool programs such as Smart Commute Durham, should be provided to attendees and staff to encourage carpooling. The future HOV lanes provide incentives for attendees and / or staff to carpool to the site. 12.4 Site Circulation Review Vehicle turning templates show that a school bus and waste collection vehicle can safely circulate the site with no issues. Passenger vehicles are able to park on the parking spaces of the surface parking and the parking deck and circulate the site without conflict; however, some minor red-line modifications are shown for passenger vehicles to enter / exit the stalls at the end of the parking aisles on the parking deck and surface parking under the deck. Respectfully submitted, Anil Seegobin, P.Eng. Partner, Engineer Trans-Plan Transportation Inc. Transportation Consultants 26

Traffic Impact & Parking Study, Circulation Review & TDM Plan Proposed Addition to Pickering Islamic Centre 265 Brock Road, Pickering, ON Figure 1 Site Location SITE Source: Google Maps 27

Figure 2 - Site Plan

TRAFFIC IMPACT STUDY Proposed Addition to Pickering Islamic Centre 265 Brock Road, City of Pickering, Ontario Figure 3: Existing Study Area Roadway Characteristics 6 Dellbrook Avenue 4 1 Pine Ridge Garden Gallery Access Major Oaks Road 4 2 4 3 Pickering Islamic Centre Access (Right in / Right out) SITE Full Moves Site Access 4 4 4 Usman Road Finch Avenue 6 5 Brock Road 6 LEGEND Traffic Signal Stop Sign 6 Posted Speed Limit Lane Configuration Schematic; Not To Scale

TRAFFIC IMPACT STUDY Proposed Addition to Pickering Islamic Centre 265 Brock Road, City of Pickering, Ontario Figure 4: Existing Traffic Volumes, Weekday AM, Midday and PM Peak Hours 27 4 633 442 16 4 3 Dellbrook Avenue 4 111 16 Pine Ridge Garden Gallery Access 49 21 52 1 73 66 181 52 48 17 85 492 1 12 22 683 1 493 152 3 95 16 2 4 Major Oaks Road 13 1177 2 6 2 2 8 17 Usman Road 2 18 31 2 3 1 17 518 5 24 164 281 94 38 183 194 23 558 24 665 146 27 1 122 Pickering Islamic Centre Access (Right-in / Right-out) 3 63 755 133 7 37 27 SITE 91 3 82 Full Moves Site Access 66 59 3 42 82 42 1445 15 3 Usman Road 67 22 4 3 136 22 6 96 81 4 1248 7 534 2 75 3 136 8 2 5 Finch Avenue 185 1254 4 5 1 3 16 8 17 162 148 98 5 1 1 2 127 523 8 217 193 237 16 736 7 LEGEND Brock Road 198 184 16 xx xx xx Traffic Signal Stop Sign AM / MID / PM Peak Hour Schematic; Not To Scale

Traffic Impact & Parking Study, Circulation Review & TDM Plan Proposed Addition to Pickering Islamic Centre 265 Brock Road, Pickering, ON Figure 5 Study Area Transit Service SITE Source: Durham Region Transit Map 31

TRAFFIC IMPACT STUDY Proposed Addition to Pickering Islamic Centre 265 Brock Road, City of Pickering, Ontario Figure 6: 224 Background Traffic Volumes, Weekday AM, Midday and PM Peak Hours 31 46 762 472 18 5 34 Dellbrook Avenue 46 1154 18 Pine Ridge Garden Gallery Access 56 24 6 1 84 76 28 6 557 2 98 531 1 18 34 786 21 512 175 18 965 18 13 8 12 Major Oaks Road 18 1338 6 7 2 71 28 5 Usman Road 31 26 42 2 3 1 122 581 6 243 184 342 179 293 219 1116 26 596 28 724 1752 Pickering Islamic Centre Access (Right-out only) 3 78 891 1436 SITE 174 5 Full Moves Site Access 721 3 12 9 13 1751 1 12 9 13 Usman Road 696 2 4 68 44 2 6 12 949 5 1423 87 631 2 834 68 44 9 2 6 Finch Avenue 229 1515 5 6 1 3 18 9 2 199 157 117 5 11 1 2 146 59 9 249 222 272 184 719 8 LEGEND Brock Road 227 1285 18 xx xx xx Traffic Signal Stop Sign AM / MID / PM Peak Hour Schematic; Not To Scale

TRAFFIC IMPACT STUDY Proposed Addition to Pickering Islamic Centre 265 Brock Road, City of Pickering, Ontario Figure 7: Site Traffic Assignment, Weekday AM, Midday and PM Peak Hours 114 92 Dellbrook Avenue 59 Pine Ridge Garden Gallery Access 1 92 34 22 117 Major Oaks Road 114 59 6 3 14 69 23 126 Usman Road 2 6 34 41 13 6 22 228 22 117 15 34 23 126 189 Pickering Islamic Centre Access (Right-out only) 3 6 SITE 126 12 14 14 14 3 23 127 6 3 14 3 26 69 65 6 75 4 12 127 43 6 43 127 29 97 12 Full Moves Site Access Usman Road Finch Avenue 5 12 18 57 2 25 11 5 32 Brock Road 11 82 xx xx xx LEGEND Traffic Signal Stop Sign AM / MID / PM Peak Hour Schematic; Not To Scale

TRAFFIC IMPACT STUDY Proposed Addition to Pickering Islamic Centre 265 Brock Road, City of Pickering, Ontario Figure 8: 224 Total Traffic, Weekday AM, Midday and PM Peak Hours 46 31 854 586 18 5 34 Dellbrook Avenue 46 1213 18 Pine Ridge Garden Gallery Access 56 24 6 1 84 76 28 6 591 2 98 553 1 18 626 34 878 21 175 182 18 18 13 8 12 Major Oaks Road 18 1397 6 6 1 16 14 51 176 Usman Road 31 26 42 2 3 1 128 615 6 253 197 348 223 137 315 1233 618 26 28 874 34 23 126 1941 Pickering Islamic Centre Access (Right-out only) 3 714 894 145 SITE 12 17 Full Moves Site Access 14 744 14 13 18 12 27 3 26 182 66 6 75 12 9 13 Usman Road 4 12 127 43 6 696 834 63 171 68 44 2 149 92 649 2 146 5 1423 17 9 2 6 241 1572 5 6 1 3 Finch Avenue 18 9 2 219 182 128 5 11 1 2 146 622 9 249 222 272 184 82 8 LEGEND Brock Road 227 1367 18 xx xx xx Traffic Signal Stop Sign AM / MID / PM Peak Hour Schematic; Not To Scale

Traffic Impact & Parking Study, Circulation Review & TDM Plan Proposed Addition to Pickering Islamic Centre 265 Brock Road, Pickering, ON Figure 9 Spillover Parking Locations PARKING LOT (RESIDENTIAL PRESENTATION CENTRE) NEIGHBOUR- HOOD WEST SIDE OF BROCK ROAD SITE USMAN ROAD AND VACANT LOT COMMUNITY PARK Source: Google Maps 35

Traffic Impact & Parking Study, Circulation Review & TDM Plan Proposed Addition to Pickering Islamic Centre 265 Brock Road, Pickering, ON APPENDICES Appendix A Turning Movement Counts and Signal Timing Plans Appendix B Background Traffic Information Appendix C Pickering Islamic Centre Site Survey Results Appendix D Capacity and Queue Analysis Sheets Appendix E Level of Service Definitions Appendix F City of Pickering Zoning By-law Parking Requirements Excerpts & Parking Survey Results Appendix G Transportation Demand Management Plan Documents 42

APPENDIX A Turning Movement Counts

Turning Movement Count Diagram Intersection: Brock Road at Dellbrook Avenue Intersection ID: Municipality: Pickering, Ontario Date: Tuesday March 28, 217 AM Peak Hour: 7:3 to 8:3 MD Peak Hour: 12: to 13: Brock Road Brock Road North Total 1572 East Total 49 North Total 789 East Total 5 North Entering 167 Cyclists East Entering 16 North Entering 432 Cyclists East Entering 4 North Receiving 55 Truck 5 43 East Receiving 33 North Receiving 357 Truck 5 34 East Receiving 1 North Peds Cars 35 968 16 East Peds North Peds 34 Cars 22 371 East Peds 71 DellBrook Avenue 6 46 16 4 17 4 1 18 2 64 DellBrook Avenue West Total 325 51 42 17 South Total 1698 West Total 176 62 32 1 South Total 866 West Entering 233 1 35 South Entering 56 West Entering 87 3 South Entering 395 West Receiving 92 South Receiving 1192 West Receiving 89 South Receiving 471 West Peds 1 South Peds 1 West Peds 34 South Peds 12 PM Peak Hour: 16:45 to 17:45 Total 8-Hour Count Brock Road Brock Road North Total 1593 East Total 47 North Total 9128 East Total 289 North Entering 564 Cyclists East Entering 31 North Entering 4519 Cyclists East Entering 112 North Receiving 129 Truck 4 2 East Receiving 16 North Receiving 469 Truck 28 27 9 East Receiving 177 North Peds 2 Cars 36 54 East Peds 2 North Peds 44 Cars 29 3959 44 East Peds 78 DellBrook Avenue 4 45 3 28 24 11 1 1 72 1 11 74 1 DellBrook Avenue West Total 314 152 94 15 South Total 1716 West Total 1827 63 433 13 South Total 996 West Entering 122 1 1 South Entering 1118 West Entering 983 4 197 21 South Entering 4961 West Receiving 192 South Receiving 598 West Receiving 844 South Receiving 4945 West Peds 2 South Peds West Peds 58 South Peds 15

Turning Movement Count Diagram Intersection: Brock Road at Major Oaks Road Intersection ID: Municipality: Pickering, Ontario Date: Friday March 24, 217 AM Peak Hour: 7:45 to 8:45 MD Peak Hour: 13: to 14: Brock Road Brock Road North Total 1564 East Total 9 North Total 166 East Total 44 North Entering 181 Cyclists East Entering 2 North Entering 58 Cyclists East Entering 16 North Receiving 483 Truck 2 25 1 East Receiving 7 North Receiving 558 Truck 19 East Receiving 28 North Peds Cars 11 141 1 East Peds North Peds 1 Cars 12 474 3 East Peds 5 Major Oaks Road 1 3 18 2 1 6 6 275 2 2 162 8 Major Oaks Road West Total 432 13 418 4 South Total 1913 West Total 384 179 515 21 South Total 141 West Entering 312 4 34 1 South Entering 564 West Entering 183 4 23 3 South Entering 745 West Receiving 12 South Receiving 1349 West Receiving 21 South Receiving 665 West Peds South Peds West Peds 8 South Peds 53 PM Peak Hour: 15:15 to 16:15 Total 8-Hour Count Brock Road Brock Road North Total 1713 East Total 5 North Total 1424 East Total 165 North Entering 64 Cyclists East Entering 23 North Entering 5224 Cyclists East Entering 73 North Receiving 173 Truck 1 31 East Receiving 27 North Receiving 52 Truck 4 197 1 East Receiving 92 North Peds 1 Cars 21 586 1 East Peds 6 North Peds 6 Cars 19 49 13 East Peds 17 Major Oaks Road 3 17 4 7 129 15 3 2 1 4 9 1 6 198 17 36 143 48 Major Oaks Road West Total 559 298 128 23 South Total 2218 West Total 38 1312 488 67 South Total 1383 West Entering 227 1 21 South Entering 138 West Entering 167 38 169 6 South Entering 6472 West Receiving 332 South Receiving 838 West Receiving 1473 South Receiving 6611 West Peds 6 South Peds 7 West Peds 44 South Peds 62

Turning Movement Count Diagram Intersection: Brock Road at Pickering Islamic Centre Access Intersection ID: Municipality: Pickering, Ontario Date: Friday March 24, 217 AM Peak Hour: 7:45 to 8:45 MD Peak Hour: 13: to 14: Brock Road Brock Road North Total 1874 East Total 34 North Total 1411 East Total 48 North Entering 1314 Cyclists East Entering 27 North Entering 657 Cyclists East Entering 11 North Receiving 56 Truck 26 East Receiving 7 North Receiving 754 Truck 23 East Receiving 37 North Peds Cars 1288 East Peds 16 North Peds Cars 634 East Peds 117 Pickering Islamic 27 1 1 Pickering Islamic West Total 496 7 South Total 1854 West Total 1 717 37 South Total 1438 West Entering 37 South Entering 54 West Entering 27 South Entering 781 West Receiving South Receiving 1314 West Receiving 1 South Receiving 657 West Peds South Peds West Peds South Peds 1 PM Peak Hour: 15:15 to 16:15 Total 8-Hour Count Brock Road Brock Road North Total 2291 East Total 149 North Total 1318 East Total 341 North Entering 899 Cyclists East Entering 122 North Entering 669 Cyclists 1 East Entering 234 North Receiving 1392 Truck 36 East Receiving 27 North Receiving 6499 Truck 212 East Receiving 17 North Peds Cars 863 East Peds 94 North Peds 2 Cars 6396 East Peds 272 Pickering Islamic 122 233 1 Pickering Islamic West Total 1239 27 South Total 2196 West Total 1 663 17 South Total 12982 West Entering 31 South Entering 1297 West Entering 23 South Entering 6373 West Receiving South Receiving 899 West Receiving 1 South Receiving 669 West Peds South Peds West Peds South Peds 1

Turning Movement Count Diagram Intersection: Brock Road at Usman Road Intersection ID: Municipality: Pickering, Ontario Date: Friday March 24, 217 AM Peak Hour: 7:45 to 8:45 MD Peak Hour: 13: to 14: Brock Road Brock Road North Total 1895 East Total 4 North Total 1455 East Total 238 North Entering 1351 Cyclists East Entering 3 North Entering 661 Cyclists East Entering 43 North Receiving 544 Truck 31 East Receiving 37 North Receiving 794 Truck 27 East Receiving 195 North Peds Cars 135 15 East Peds North Peds 6 Cars 575 59 East Peds 62 Usman Road 3 42 1 Usman Road West Total 52 22 South Total 1899 West Total 721 136 South Total 1491 West Entering 39 South Entering 563 West Entering 29 South Entering 888 West Receiving South Receiving 1336 West Receiving 2 South Receiving 63 West Peds South Peds West Peds South Peds 16 PM Peak Hour: 15:15 to 16:15 Total 8-Hour Count Brock Road Brock Road North Total 221 East Total 88 North Total 1312 East Total 548 North Entering 94 Cyclists East Entering 82 North Entering 6711 Cyclists 1 East Entering 141 North Receiving 1297 Truck 37 East Receiving 6 North Receiving 649 Truck 235 East Receiving 47 North Peds 7 Cars 864 3 East Peds 22 North Peds 16 Cars 6334 141 East Peds 96 Usman Road 82 139 1 1 Usman Road West Total 1182 3 South Total 2119 West Total 652 266 South Total 1316 West Entering 33 South Entering 1218 West Entering 214 South Entering 6535 West Receiving South Receiving 91 West Receiving 3 South Receiving 6571 West Peds South Peds 5 West Peds South Peds 24

Turning Movement Count Diagram Intersection: Brock Road & Finch Avenue Intersection ID: Municipality: Pickering, Ontario Date: Tuesday March 28, 217 AM Peak Hour: 7:45 to 8:45 MD Peak Hour: 13: to 14: Brock Road Brock Road North Total 272 East Total 44 North Total 1192 East Total 21 North Entering 1443 Cyclists East Entering 29 North Entering 552 Cyclists East Entering 11 North Receiving 629 Truck 9 48 East Receiving 15 North Receiving 64 Truck 2 39 East Receiving 1 North Peds 1 Cars 176 126 4 East Peds 1 North Peds Cars 68 441 2 East Peds 1 Finch Avenue 6 92 8 5 13 2 2 4 1 1 1 11 226 13 3 5 188 6 2 Finch Avenue West Total 654 115 488 5 South Total 2166 West Total 533 156 53 6 South Total 1378 West Entering 337 12 35 3 South Entering 659 West Entering 32 4 26 1 South Entering 697 West Receiving 317 1 South Receiving 157 West Receiving 231 1 South Receiving 681 West Peds 5 South Peds 2 West Peds 7 South Peds 2 PM Peak Hour: 15:15 to 16:15 Total 8-Hour Count Brock Road Brock Road North Total 269 East Total 55 North Total 753 East Total 19 North Entering 11 Cyclists 1 East Entering 25 North Entering 4283 Cyclists 2 East Entering 112 North Receiving 168 Truck 4 1 East Receiving 3 North Receiving 277 Truck 22 193 1 East Receiving 78 North Peds Cars 92 3 East Peds North Peds 3 Cars 558 3496 11 East Peds 3 Finch Avenue 7 155 5 28 52 18 3 1 1 9 3 3 15 17 3 1 27 15 2 52 143 63 7 Finch Avenue West Total 686 196 15 South Total 45 West Total 36 759 224 41 South Total 793 West Entering 389 2 1 South Entering 215 West Entering 1661 4 173 6 South Entering 347 West Receiving 297 1 South Receiving 235 West Receiving 1399 3 1 South Receiving 4856 West Peds 16 South Peds 1 West Peds 5 South Peds 7

APPENDIX B Background Traffic Information

AADT Growth Calculation Review of Traffic Volume Growth on Brock Road north of Finch Avenue Year AADT xy x^2 Growth by Annual (vehicles) Linear Growth Regression Rate 213 29,46 593298 452169 29583 214 29,16 5872824 456196 28913 215 28,12 566618 46225 28243-2.3% 642 8674 1.75E+8 1216859 Source: Durham Region Transportation Studies and Data AADT Program events 3 m -67 b 1378293

Background Site Trip Generation 265 Brock Road Background Developments Dev 1-255 Brock Road, Pickering, Proposed Residential Development Dwelling Size AM Peak Hour MIDDAY Peak Hour PM Peak Hour Type (Units) In Out Total In Out Total In Out Total Residential Condominium 59 Distribution 17% 83% 1% 67% 33% 1% 67% 33% 1% & Townhouses Equation Ln(T)=.8Ln(X)+.26 Ln(T)=.82Ln(X)+.32 ITE Code 23 Rate.1.47.58.3.15.44.44.22.66 Trips 6 28 34 17 9 26 26 13 39 Total Trips 6 28 34 17 9 26 26 13 39 Dev 2-29 Duberry Drive, Pickering, Proposed Residential Development Dwelling Size AM Peak Hour MIDDAY Peak Hour PM Peak Hour Type (Units) In Out Total In Out Total In Out Total Single Homes 4 Dir. Distr. 25% 75% 1% 63% 37% 1% 63% 37% 1% ITE Code 21 Equation T =.7 (X) + 9.74 Ln(T)=.9Ln(X)+.51 Rate.24.71.95.47.28.75.72.43 1.15 Trips 1 28 38 19 11 3 29 17 46 Total Trips 1 28 38 19 11 3 29 17 46 Dev 3-295 Brock Road, Pickering, Proposed Residential Development Dwelling Size AM Peak Hour MIDDAY Peak Hour PM Peak Hour Type (Units) In Out Total In Out Total In Out Total Residential Condominium 59 Distribution 17% 83% 1% 67% 33% 1% 67% 33% 1% & Townhouses Equation Ln(T)=.8Ln(X)+.26 Ln(T)=.82Ln(X)+.32 ITE Code 23 Rate.1.47.58.3.15.44.44.22.66 Trips 6 28 34 17 9 26 26 13 39 Single Homes 6 Dir. Distr. 25% 75% 1% 63% 37% 1% 63% 37% 1% ITE Code 21 Equation T =.7 (X) + 9.74 Ln(T)=.9Ln(X)+.51 Rate.22.65.87.46.27.73.69.41 1.1 Trips 13 39 52 28 16 44 42 24 66 Total Trips 19 67 86 45 25 7 68 37 15

TRAFFIC IMPACT STUDY Proposed Addition to Pickering Islamic Centre 265 Brock Road, City of Pickering, Ontario Dev 1: 255 Brock Road, Proposed Residential Development 3 5 Dellbrook Avenue 1 Pine Ridge Garden Gallery Access 1 6 5 5 3 7 Major Oaks Road 1 22 4 6 Usman Road 2 6 11 7 5 7 23 Pickering Islamic Centre Access (Right-out only) 3 6 SITE 4 6 22 5 7 3 1 5 6 5 7 6 5 7 5 4 21 14 5 6 1 5 21 14 Full Moves Site Access Usman Road 1 3 2 2 Finch Avenue 4 3 1 5 4 11 LEGEND Brock Road 17 xx xx xx Traffic Signal Stop Sign AM / MID / PM Peak Hour Schematic; Not To Scale

TRAFFIC IMPACT STUDY Proposed Addition to Pickering Islamic Centre 265 Brock Road, City of Pickering, Ontario Dev 2: 29 Duberry Drive, Proposed Residential Development 4 9 Dellbrook Avenue 3 Pine Ridge Garden Gallery Access 1 6 5 4 9 8 Major Oaks Road 3 Usman Road 8 5 6 2 7 9 6 22 15 6 9 2 22 Pickering Islamic Centre Access (Right-out only) 3 7 SITE 9 6 22 2 15 7 4 6 2 7 2 15 Full Moves Site Access Usman Road 1 5 4 18 Finch Avenue 5 4 1 5 6 11 LEGEND Brock Road 15 xx xx xx Traffic Signal Stop Sign AM / MID / PM Peak Hour Schematic; Not To Scale

TRAFFIC IMPACT STUDY Proposed Addition to Pickering Islamic Centre 265 Brock Road, City of Pickering, Ontario Dev 3: 295 Brock Road, Proposed Residential Development 15 2 Dellbrook Avenue 4 Pine Ridge Garden Gallery Access 1 2 2 13 1 Major Oaks Road 15 4 13 6 7 47 15 24 Usman Road 2 24 6 7 4 15 47 Pickering Islamic Centre Access (Right-out only) 3 7 SITE 24 15 47 6 4 7 4 6 7 4 6 15 4 48 3 15 6 7 17 48 3 Full Moves Site Access Usman Road 5 Finch Avenue 1 1 37 1 6 5 5 1 24 LEGEND Brock Road 38 xx xx xx Traffic Signal Stop Sign AM / MID / PM Peak Hour Schematic; Not To Scale

APPENDIX C Pickering Islamic Centre Site Survey Results

School & Place of Worship Observation Survey Location: Pickering Islamic Centre Date and Day of Week: Friday March 24, 217 Start and End Times: 7:3am-8:5am, 12:3pm-2:15pm & 2:45pm-3:55pm Weather: Light Showers, 11 C Surveyors: Tyrone D. & Paulo I. Peak Hour - :5 Time Period (5 mins) Place of Worship Attendees Attendees School Drop Off / Pick Up in Lot Vehicles Students 7:3 AM 7:35 AM 7:4 AM 2 3 7:45 AM 7:5 AM 7:55 AM 8: AM 1 3 8:5 AM 3 4 8:1 AM 5 7 8:15 AM 6 12 8:2 AM 6 12 8:25 AM 1 2 8:3 AM 5 9 8:35 AM 1 1 8:4 AM 4 6 8:45 AM 8:5 AM 4 4 Place of Worship Attendees on Usman Road Attendees Pedestrians along Brock Road & Crossing Brock Road Attendees Attendees Crossing at Attendees Crossing at 12:3 PM 1 12:35 PM 2 12:4 PM 8 1 1 12:45 PM 2 1 12:5 PM 1 12:55 PM 6 2 1 1 1: PM 18 2 1 1 1:5 PM 23 1 1 1:1 PM 21 1 6 1 1 1:15 PM 15 8 2 2 1:2 PM 22 1:25 PM 11 1:3 PM 25 1:35 PM 5 6 15 22 1:4 PM 14 1:45 PM 4 1:5 PM 19 88 42 25 1:55 PM 25 2: PM 7 2:5 PM 6 61 34 12 2:1 PM 3 2:15 PM 1 2:45 PM 17 1 2 2:5 PM 2 4 1 2 2:55 PM 3 1 2 3: PM 3 4 5 5 7 5 2 3:5 PM 1 1 5 9 3 3 3:1 PM 7 7 1 1 7 1 3:15 PM 16 4 1 5 1 3:2 PM 16 7 5 5 3:25 PM 14 2 13 3:3 PM 13 1 3 3:35 PM 2 2 3:4 PM 5 3 3:45 PM 2 1 3:5 PM 1 4 3:55 PM 1 1

APPENDIX D Capacity and Queue Analysis Summary Sheets

217-4-25 Lane Group EBL EBT WBT NBL NBT SBL SBT Volume (vph) 52 52 48 16 111 Turn Type Perm Perm Perm Protected Phases 4 8 2 6 Permitted Phases 4 2 6 Detector Phase 4 4 8 2 2 6 6 Switch Phase Minimum Initial (s) 8. 8. 8. 2. 2. 2. 2. Minimum Split (s) 25.7 25.7 25.7 26.2 26.2 26.2 26.2 Total Split (s) 3. 3. 3. 7. 7. 7. 7. Total Split (%) 3.% 3.% 3.% 7.% 7.% 7.% 7.% Yellow Time (s) 3.7 3.7 3.7 4.6 4.6 4.6 4.6 All-Red Time (s) 2. 2. 2. 1.6 1.6 1.6 1.6 Lost Time Adjust (s)....... Total Lost Time (s) 5.7 5.7 5.7 6.2 6.2 6.2 6.2 Lead/Lag Lead-Lag Optimize? Recall Mode None None None Max Max Max Max Act Effct Green (s) 11.5 11.5 11.5 66.7 66.7 66.7 66.7 Actuated g/c Ratio.13.13.13.74.74.74.74 v/c Ratio.36.67.3.18.22.3.45 Control Delay 4.7 27.9.1 6.2 4.2 4.2 5.7 Queue Delay....... Total Delay 4.7 27.9.1 6.2 4.2 4.2 5.7 LOS D C A A A A A Approach Delay 3.8.1 4.4 5.6 Approach LOS C A A A Cycle Length: 1 Actuated Cycle Length: 9.1 Natural Cycle: 6 Control Type: Semi Act-Uncoord Maximum v/c Ratio:.67 Intersection Signal Delay: 8.4 Intersection LOS: A Intersection Capacity Utilization 64.6% ICU Level of Service C Splits and Phases: 1: Dellbrook Avenue & Brock Road Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON Synchro 7 - Report Trans-Plan Page 1 217-4-25 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 52 181 16 52 48 17 16 111 4 Ideal Flow (vphpl) 19 19 19 19 19 19 19 19 19 19 19 19 Lane Width 3.4 3.4 3.4 3.4 3.4 3.4 3.5 3.5 3.5 3.5 3.5 3.5 Total Lost time (s) 5.7 5.7 5.7 6.2 6.2 6.2 6.2 Lane Util. Factor 1. 1. 1. 1..95 1..95 Frpb, ped/bikes 1..99 1. 1. 1. 1. 1. Flpb, ped/bikes 1. 1. 1. 1. 1. 1. 1. Frt 1..85.86 1..99 1..99 Flt Protected.95 1. 1..95 1..95 1. Satd. Flow (prot) 1576 1543 167 1749 3297 1785 3399 Flt Permitted.75 1. 1..23 1..45 1. Satd. Flow (perm) 1238 1543 167 42 3297 847 3399 Peak-hour factor, PHF.92.92.92.92.92.92.92.92.92.92.92.92 Adj. Flow (vph) 57 197 17 57 522 18 17 199 43 RTOR Reduction (vph) 97 15 2 2 Lane Group Flow (vph) 57 1 2 57 538 17 114 Confl. Peds. (#/hr) 1 1 1 1 Heavy Vehicles (%) 12% % 1% % % % 2% 8% % % 4% 13% Turn Type Perm Perm Perm Perm Protected Phases 4 8 2 6 Permitted Phases 4 8 2 6 Actuated Green, G (s) 11.5 11.5 11.5 66.6 66.6 66.6 66.6 Effective Green, g (s) 11.5 11.5 11.5 66.6 66.6 66.6 66.6 Actuated g/c Ratio.13.13.13.74.74.74.74 Clearance Time (s) 5.7 5.7 5.7 6.2 6.2 6.2 6.2 Vehicle Extension (s) 3. 3. 3. 3. 3. 3. 3. Lane Grp Cap (vph) 158 197 25 311 244 627 2515 v/s Ratio Prot c.6..16 c.34 v/s Ratio Perm.5.14.2 v/c Ratio.36.51.1.18.22.3.45 Uniform Delay, d1 35.9 36.6 34.3 3.5 3.6 3.1 4.6 Progression Factor 1. 1. 1. 1. 1. 1. 1. Incremental Delay, d2 1.4 2.1. 1.3.2.1.6 Delay (s) 37.3 38.7 34.3 4.8 3.8 3.2 5.2 Level of Service D D C A A A A Approach Delay (s) 38.4 34.3 3.9 5.1 Approach LOS D C A A HCM Average Control Delay 9.2 HCM Level of Service A HCM Volume to Capacity ratio.46 Actuated Cycle Length (s) 9. Sum of lost time (s) 11.9 Intersection Capacity Utilization 64.6% ICU Level of Service C c Critical Lane Group Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON Synchro 7 - Report Trans-Plan Page 2

217-4-25 Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT Volume (vph) 31 281 2 17 518 2 1177 Turn Type Perm Perm Perm Perm Perm Protected Phases 4 8 2 6 Permitted Phases 4 4 8 2 6 Detector Phase 4 4 4 8 8 2 2 6 6 Switch Phase Minimum Initial (s) 8. 8. 8. 8. 8. 2. 2. 2. 2. Minimum Split (s) 28.6 28.6 28.6 28.6 28.6 25.7 25.7 25.7 25.7 Total Split (s) 34. 34. 34. 34. 34. 66. 66. 66. 66. Total Split (%) 34.% 34.% 34.% 34.% 34.% 66.% 66.% 66.% 66.% Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 4.2 4.2 4.2 4.2 All-Red Time (s) 2.1 2.1 2.1 2.1 2.1 1.5 1.5 1.5 1.5 Lost Time Adjust (s)......... Total Lost Time (s) 5.4 5.4 5.4 5.4 5.4 5.7 5.7 5.7 5.7 Lead/Lag Lead-Lag Optimize? Recall Mode None None None None None Max Max Max Max Act Effct Green (s) 17.5 17.5 17.5 6.5 6.5 6.5 6.5 Actuated g/c Ratio.2.2.2.68.68.68.68 v/c Ratio.11.76.1.55.25.1.55 Control Delay 29.1 38.7 27. 22. 6.5 6.5 9.1 Queue Delay....... Total Delay 29.1 38.7 27. 22. 6.5 6.5 9.1 LOS C D C C A A A Approach Delay 37.7 27. 9.2 9.1 Approach LOS D C A A Cycle Length: 1 Actuated Cycle Length: 89.1 Natural Cycle: 8 Control Type: Semi Act-Uncoord Maximum v/c Ratio:.76 Intersection Signal Delay: 13.3 Intersection LOS: B Intersection Capacity Utilization 7.8% ICU Level of Service C Splits and Phases: 2: Major Oaks Road & Brock Road Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON Synchro 7 - Report Trans-Plan Page 3 217-4-25 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 31 281 2 17 518 5 2 1177 13 Ideal Flow (vphpl) 19 19 19 19 19 19 19 19 19 19 19 19 Lane Width 4.8 4.8 4.8 4.8 4.8 4.8 3.5 3.5 3.5 3.5 3.5 3.5 Total Lost time (s) 5.4 5.4 5.4 5.7 5.7 5.7 5.7 Lane Util. Factor 1. 1. 1. 1..95 1..95 Frt 1..85 1. 1. 1. 1. 1. Flt Protected.95 1..95.95 1..95 1. Satd. Flow (prot) 1986 1794 246 1716 3298 119 3489 Flt Permitted.76 1..73.17 1..44 1. Satd. Flow (perm) 1582 1794 1583 312 3298 549 3489 Peak-hour factor, PHF.92.92.92.92.92.92.92.92.92.92.92.92 Adj. Flow (vph) 34 35 2 116 563 5 2 1279 14 RTOR Reduction (vph) 51 1 1 Lane Group Flow (vph) 34 254 2 116 567 2 1292 Heavy Vehicles (%) 3% % 2% % % % 4% 8% 2% 5% 2% 15% Turn Type Perm Perm Perm Perm Perm Protected Phases 4 8 2 6 Permitted Phases 4 4 8 2 6 Actuated Green, G (s) 17.5 17.5 17.5 6.5 6.5 6.5 6.5 Effective Green, g (s) 17.5 17.5 17.5 6.5 6.5 6.5 6.5 Actuated g/c Ratio.2.2.2.68.68.68.68 Clearance Time (s) 5.4 5.4 5.4 5.7 5.7 5.7 5.7 Vehicle Extension (s) 3. 3. 3. 3. 3. 3. 3. Lane Grp Cap (vph) 311 352 311 212 2239 373 2369 v/s Ratio Prot.17.37 v/s Ratio Perm.2 c.14. c.37. v/c Ratio.11.72.1.55.25.1.55 Uniform Delay, d1 29.4 33.5 28.8 7.3 5.5 4.6 7.3 Progression Factor 1. 1. 1. 1. 1. 1. 1. Incremental Delay, d2.2 7.1. 9.8.3..9 Delay (s) 29.6 4.6 28.8 17.1 5.8 4.6 8.2 Level of Service C D C B A A A Approach Delay (s) 39.5 28.8 7.7 8.2 Approach LOS D C A A HCM Average Control Delay 12.6 HCM Level of Service B HCM Volume to Capacity ratio.59 Actuated Cycle Length (s) 89.1 Sum of lost time (s) 11.1 Intersection Capacity Utilization 7.8% ICU Level of Service C c Critical Lane Group Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON Synchro 7 - Report Trans-Plan Page 4

217-4-25 Movement WBL WBR NBT NBR SBL SBT Volume (veh/h) 27 63 7 146 Sign Control Stop Free Free Grade % % % Peak Hour Factor.92.92.92.92.92.92 Hourly flow rate (vph) 29 655 8 1587 Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 166 px, platoon unblocked.8 vc, conflicting volume 1453 332 663 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 17 332 663 tc, single (s) 6.8 6.9 4.1 tc, 2 stage (s) tf (s) 3.5 3.3 2.2 p queue free % 1 96 1 cm capacity (veh/h) 173 664 922 Direction, Lane # WB 1 NB 1 NB 2 SB 1 SB 2 Volume Total 29 437 226 793 793 Volume Left Volume Right 29 8 csh 664 17 17 17 17 Volume to Capacity.4.26.13.47.47 Queue Length 95th (m) 1.1.... Control Delay (s) 1.7.... Lane LOS B Approach Delay (s) 1.7.. Approach LOS B Average Delay.1 Intersection Capacity Utilization 43.7% ICU Level of Service A Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON Synchro 7 - Report Trans-Plan Page 5 217-4-25 Movement WBL WBR NBT NBR SBL SBT Volume (veh/h) 3 67 22 15 1445 Sign Control Stop Free Free Grade % % % Peak Hour Factor.92.92.92.92.92.92 Hourly flow rate (vph) 3 66 24 16 1571 Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 369 222 px, platoon unblocked.8 vc, conflicting volume 1478 33 684 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 115 33 684 tc, single (s) 6.8 6.9 4.1 tc, 2 stage (s) tf (s) 3.5 3.3 2.2 p queue free % 1 1 98 cm capacity (veh/h) 162 666 95 Direction, Lane # WB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total 3 33 33 24 16 785 785 Volume Left 16 Volume Right 3 24 csh 666 17 17 17 95 17 17 Volume to Capacity..19.19.1.2.46.46 Queue Length 95th (m).1....4.. Control Delay (s) 1.4... 9... Lane LOS B A Approach Delay (s) 1.4..1 Approach LOS B Average Delay.1 Intersection Capacity Utilization 43.3% ICU Level of Service A Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON Synchro 7 - Report Trans-Plan Page 6

217-4-25 Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT Volume (vph) 98 2 237 16 5 127 523 4 1254 Turn Type Perm Perm Perm pm+pt Perm Protected Phases 4 8 5 2 6 Permitted Phases 4 4 8 2 6 Detector Phase 4 4 4 8 8 5 2 6 6 Switch Phase Minimum Initial (s) 8. 8. 8. 8. 8. 5. 2. 2. 2. Minimum Split (s) 26.3 26.3 26.3 26.3 26.3 8. 27.7 26.2 26.2 Total Split (s) 28. 28. 28. 28. 28. 14. 72. 58. 58. Total Split (%) 28.% 28.% 28.% 28.% 28.% 14.% 72.% 58.% 58.% Yellow Time (s) 4.2 4.2 4.2 4.2 4.2 3. 4.2 4.2 4.2 All-Red Time (s) 2.1 2.1 2.1 2.1 2.1. 2. 2. 2. Lost Time Adjust (s)......... Total Lost Time (s) 6.3 6.3 6.3 6.3 6.3 3. 6.2 6.2 6.2 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Recall Mode None None None None None None Max Max Max Act Effct Green (s) 13. 13. 13. 69.2 65.9 54.8 54.8 Actuated g/c Ratio.14.14.14.76.72.6.6 v/c Ratio.59.63.15.53.23.1.76 Control Delay 49.7 15.5 27.7 16.1 4.9 1. 17.5 Queue Delay....... Total Delay 49.7 15.5 27.7 16.1 4.9 1. 17.5 LOS D B C B A A B Approach Delay 25.6 27.7 7.1 17.5 Approach LOS C C A B Cycle Length: 1 Actuated Cycle Length: 91.5 Natural Cycle: 8 Control Type: Semi Act-Uncoord Maximum v/c Ratio:.76 Intersection Signal Delay: 15.9 Intersection LOS: B Intersection Capacity Utilization 77.6% ICU Level of Service D Splits and Phases: 5: Finch Avenue & Brock Road Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON Synchro 7 - Report Trans-Plan Page 7 217-4-25 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 98 2 237 16 5 8 127 523 8 4 1254 185 Ideal Flow (vphpl) 19 19 19 19 19 19 19 19 19 19 19 19 Lane Width 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 Total Lost time (s) 6.3 6.3 6.3 3. 6.2 6.2 6.2 Lane Util. Factor 1. 1. 1. 1..95 1..95 Frt 1..85.96 1. 1. 1..98 Flt Protected.95 1..97.95 1..95 1. Satd. Flow (prot) 1756 1566 1723 175 3492 175 3432 Flt Permitted.71 1..8.8 1..43 1. Satd. Flow (perm) 133 1566 1411 156 3492 81 3432 Peak-hour factor, PHF.92.92.92.92.92.92.92.92.92.92.92.92 Adj. Flow (vph) 17 2 258 17 5 9 138 568 9 4 1363 21 RTOR Reduction (vph) 186 8 1 1 Lane Group Flow (vph) 19 72 23 138 576 4 1554 Turn Type Perm Perm Perm pm+pt Perm Protected Phases 4 8 5 2 6 Permitted Phases 4 4 8 2 6 Actuated Green, G (s) 13. 13. 13. 65.9 65.9 54.8 54.8 Effective Green, g (s) 13. 13. 13. 65.9 65.9 54.8 54.8 Actuated g/c Ratio.14.14.14.72.72.6.6 Clearance Time (s) 6.3 6.3 6.3 3. 6.2 6.2 6.2 Vehicle Extension (s) 3. 3. 3. 3. 3. 3. 3. Lane Grp Cap (vph) 185 223 21 254 2518 48 258 v/s Ratio Prot c.5.17 c.45 v/s Ratio Perm c.8.5.2.34. v/c Ratio.59.32.12.54.23.1.76 Uniform Delay, d1 36.7 35.2 34.2 11.6 4.3 7.4 13.4 Progression Factor 1. 1. 1. 1. 1. 1. 1. Incremental Delay, d2 4.7.8.3 2.4.2. 2.6 Delay (s) 41.4 36.1 34.4 14. 4.5 7.4 16. Level of Service D D C B A A B Approach Delay (s) 37.7 34.4 6.3 16. Approach LOS D C A B HCM Average Control Delay 16.6 HCM Level of Service B HCM Volume to Capacity ratio.7 Actuated Cycle Length (s) 91.4 Sum of lost time (s) 15.5 Intersection Capacity Utilization 77.6% ICU Level of Service D c Critical Lane Group Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON Synchro 7 - Report Trans-Plan Page 8

217-4-25 Movement EBL EBT WBT WBR SBL SBR Volume (veh/h) 22 3 Sign Control Free Free Stop Grade % % % Peak Hour Factor.92.92.92.92.92.92 Hourly flow rate (vph) 24 3 Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked vc, conflicting volume 48 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 48 tc, single (s) 4.1 6.4 6.2 tc, 2 stage (s) tf (s) 2.2 3.5 3.3 p queue free % 99 1 1 cm capacity (veh/h) 1636 953 191 Direction, Lane # EB 1 WB 1 SB 1 Volume Total 24 3 Volume Left 24 Volume Right 3 csh 1636 17 191 Volume to Capacity.1.. Queue Length 95th (m).4..1 Control Delay (s) 7.2. 8.3 Lane LOS A A Approach Delay (s) 7.2. 8.3 Approach LOS A Average Delay 7.4 Intersection Capacity Utilization 13.3% ICU Level of Service A Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON Synchro 7 - Report Trans-Plan Page 9 217-4-25 Lane Group EBL EBT WBT NBL NBT SBT Volume (vph) 21 85 492 442 Turn Type Perm Perm Protected Phases 4 8 2 6 Permitted Phases 4 2 Detector Phase 4 4 8 2 2 6 Switch Phase Minimum Initial (s) 8. 8. 8. 2. 2. 2. Minimum Split (s) 25.7 25.7 25.7 26.2 26.2 26.2 Total Split (s) 3. 3. 3. 7. 7. 7. Total Split (%) 3.% 3.% 3.% 7.% 7.% 7.% Yellow Time (s) 3.7 3.7 3.7 4.6 4.6 4.6 All-Red Time (s) 2. 2. 2. 1.6 1.6 1.6 Lost Time Adjust (s)...... Total Lost Time (s) 5.7 5.7 5.7 6.2 6.2 6.2 Lead/Lag Lead-Lag Optimize? Recall Mode None None None Max Max Max Act Effct Green (s) 8.5 8.5 8.5 74.2 74.2 74.2 Actuated g/c Ratio.9.9.9.82.82.82 v/c Ratio.22.15.1.13.2.19 Control Delay 42..7. 3.2 2.7 2.6 Queue Delay...... Total Delay 42..7. 3.2 2.7 2.6 LOS D A A A A A Approach Delay 1.7. 2.8 2.6 Approach LOS B A A A Cycle Length: 1 Actuated Cycle Length: 9.4 Natural Cycle: 55 Control Type: Semi Act-Uncoord Maximum v/c Ratio:.22 Intersection Signal Delay: 3.3 Intersection LOS: A Intersection Capacity Utilization 61.9% ICU Level of Service B Splits and Phases: 1: Dellbrook Avenue & Brock Road Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON Synchro 7 - Report Trans-Plan Page 1

217-4-25 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 21 66 4 85 492 1 442 27 Ideal Flow (vphpl) 19 19 19 19 19 19 19 19 19 19 19 19 Lane Width 3.4 3.4 3.4 3.4 3.4 3.4 3.5 3.5 3.5 3.5 3.5 3.5 Total Lost time (s) 5.7 5.7 5.7 6.2 6.2 6.2 Lane Util. Factor 1. 1. 1. 1..95.95 Frpb, ped/bikes 1..97.94 1. 1..99 Flpb, ped/bikes.95 1. 1..95 1. 1. Frt 1..85.86 1. 1..99 Flt Protected.95 1. 1..95 1. 1. Satd. Flow (prot) 1414 149 151 174 3273 3238 Flt Permitted.76 1. 1..46 1. 1. Satd. Flow (perm) 1124 149 151 833 3273 3238 Peak-hour factor, PHF.92.92.92.92.92.92.92.92.92.92.92.92 Adj. Flow (vph) 23 72 4 92 535 1 48 29 RTOR Reduction (vph) 67 4 2 Lane Group Flow (vph) 23 5 92 536 57 Confl. Peds. (#/hr) 34 12 12 34 34 71 71 34 Confl. Bikes (#/hr) 1 Heavy Vehicles (%) 19% % 3% % % % % 9% % % 8% 19% Turn Type Perm Perm Perm Perm Protected Phases 4 8 2 6 Permitted Phases 4 8 2 6 Actuated Green, G (s) 6.8 6.8 6.8 72.9 72.9 72.9 Effective Green, g (s) 6.8 6.8 6.8 72.9 72.9 72.9 Actuated g/c Ratio.7.7.7.8.8.8 Clearance Time (s) 5.7 5.7 5.7 6.2 6.2 6.2 Vehicle Extension (s) 3. 3. 3. 3. 3. 3. Lane Grp Cap (vph) 83 111 112 663 265 2577 v/s Ratio Prot.. c.16.16 v/s Ratio Perm c.2.11 v/c Ratio.28.5..14.21.2 Uniform Delay, d1 4.1 39.4 39.3 2.1 2.3 2.3 Progression Factor 1. 1. 1. 1. 1. 1. Incremental Delay, d2 1.8.2..4.2.2 Delay (s) 41.9 39.6 39.3 2.6 2.5 2.4 Level of Service D D D A A A Approach Delay (s) 4.1 39.3 2.5 2.4 Approach LOS D D A A HCM Average Control Delay 5.5 HCM Level of Service A HCM Volume to Capacity ratio.21 Actuated Cycle Length (s) 91.6 Sum of lost time (s) 11.9 Intersection Capacity Utilization 61.9% ICU Level of Service B c Critical Lane Group Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON Synchro 7 - Report Trans-Plan Page 2 217-4-25 Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT Volume (vph) 18 1 164 8 6 183 558 3 493 Turn Type Perm Perm Perm pm+pt Perm Protected Phases 4 8 5 2 6 Permitted Phases 4 4 8 2 6 Detector Phase 4 4 4 8 8 5 2 6 6 Switch Phase Minimum Initial (s) 8. 8. 8. 8. 8. 5. 2. 2. 2. Minimum Split (s) 28.6 28.6 28.6 28.6 28.6 8. 25.7 25.7 25.7 Total Split (s) 29. 29. 29. 29. 29. 1. 71. 61. 61. Total Split (%) 29.% 29.% 29.% 29.% 29.% 1.% 71.% 61.% 61.% Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3. 4.2 4.2 4.2 All-Red Time (s) 2.1 2.1 2.1 2.1 2.1. 1.5 1.5 1.5 Lost Time Adjust (s)......... Total Lost Time (s) 5.4 5.4 5.4 5.4 5.4 3. 5.7 5.7 5.7 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Recall Mode None None None None None None Max Max Max Act Effct Green (s) 8.6 8.6 8.6 68. 65.3 55.5 55.5 Actuated g/c Ratio.1.1.1.8.77.65.65 v/c Ratio.13.54.1.29.24.1.25 Control Delay 36.6 12.5 33.2 3.1 3.1 5.7 6.6 Queue Delay....... Total Delay 36.6 12.5 33.2 3.1 3.1 5.7 6.6 LOS D B C A A A A Approach Delay 15.1 33.2 3.1 6.6 Approach LOS B C A A Cycle Length: 1 Actuated Cycle Length: 85.1 Natural Cycle: 65 Control Type: Semi Act-Uncoord Maximum v/c Ratio:.54 Intersection Signal Delay: 6.1 Intersection LOS: A Intersection Capacity Utilization 64.4% ICU Level of Service C Splits and Phases: 2: Major Oaks Road & Brock Road Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON Synchro 7 - Report Trans-Plan Page 3

217-4-25 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 18 1 164 8 6 2 183 558 24 3 493 12 Ideal Flow (vphpl) 19 19 19 19 19 19 19 19 19 19 19 19 Lane Width 4.8 4.8 4.8 4.8 4.8 4.8 3.5 3.5 3.5 3.5 3.5 3.5 Total Lost time (s) 5.4 5.4 5.4 3. 5.7 5.7 5.7 Lane Util. Factor 1. 1. 1. 1..95 1..95 Frpb, ped/bikes 1..93 1. 1. 1. 1. 1. Flpb, ped/bikes 1. 1..97 1. 1. 1. 1. Frt 1..85.98 1..99 1. 1. Flt Protected.95 1..98.95 1..95 1. Satd. Flow (prot) 253 1686 27 1745 3395 1777 3421 Flt Permitted.72 1..85.42 1..41 1. Satd. Flow (perm) 1556 1686 1743 779 3395 77 3421 Peak-hour factor, PHF.92.92.92.92.92.92.92.92.92.92.92.92 Adj. Flow (vph) 2 1 178 9 7 2 199 67 26 3 536 13 RTOR Reduction (vph) 16 2 2 1 Lane Group Flow (vph) 21 18 16 199 631 3 548 Confl. Peds. (#/hr) 1 53 53 1 8 5 5 8 Heavy Vehicles (%) % % 1% % % % 2% 4% 13% % 4% % Turn Type Perm Perm Perm pm+pt Perm Protected Phases 4 8 5 2 6 Permitted Phases 4 4 8 2 6 Actuated Green, G (s) 8.6 8.6 8.6 65.4 65.4 55.5 55.5 Effective Green, g (s) 8.6 8.6 8.6 65.4 65.4 55.5 55.5 Actuated g/c Ratio.1.1.1.77.77.65.65 Clearance Time (s) 5.4 5.4 5.4 3. 5.7 5.7 5.7 Vehicle Extension (s) 3. 3. 3. 3. 3. 3. 3. Lane Grp Cap (vph) 157 17 176 677 269 52 2231 v/s Ratio Prot c.2.19.16 v/s Ratio Perm c.1.1.1 c.2. v/c Ratio.13.11.9.29.24.1.25 Uniform Delay, d1 34.9 34.8 34.7 2.6 2.8 5.2 6.1 Progression Factor 1. 1. 1. 1. 1. 1. 1. Incremental Delay, d2.4.3.2.2.2..3 Delay (s) 35.2 35. 34.9 2.9 3. 5.2 6.4 Level of Service D D C A A A A Approach Delay (s) 35.1 34.9 3. 6.4 Approach LOS D C A A HCM Average Control Delay 8.5 HCM Level of Service A HCM Volume to Capacity ratio.26 Actuated Cycle Length (s) 85.1 Sum of lost time (s) 8.4 Intersection Capacity Utilization 64.4% ICU Level of Service C c Critical Lane Group Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON Synchro 7 - Report Trans-Plan Page 4 217-4-25 Movement WBL WBR NBT NBR SBL SBT Volume (veh/h) 1 755 37 665 Sign Control Stop Free Free Grade % % % Peak Hour Factor.92.92.92.92.92.92 Hourly flow rate (vph) 11 821 4 723 Pedestrians 117 Lane Width (m) 3.8 Walking Speed (m/s) 1.2 Percent Blockage 1 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 166 px, platoon unblocked.96 vc, conflicting volume 1319 547 978 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 1248 547 978 tc, single (s) 6.8 6.9 4.1 tc, 2 stage (s) tf (s) 3.5 3.3 2.2 p queue free % 1 98 1 cm capacity (veh/h) 145 436 64 Direction, Lane # WB 1 NB 1 NB 2 SB 1 SB 2 Volume Total 11 547 314 361 361 Volume Left Volume Right 11 4 csh 436 17 17 17 17 Volume to Capacity.2.32.18.21.21 Queue Length 95th (m).6.... Control Delay (s) 13.5.... Lane LOS B Approach Delay (s) 13.5.. Approach LOS B Average Delay.1 Intersection Capacity Utilization 32.3% ICU Level of Service A Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON Synchro 7 - Report Trans-Plan Page 5

217-4-25 Movement WBL WBR NBT NBR SBL SBT Volume (veh/h) 42 75 136 59 66 Sign Control Stop Free Free Grade % % % Peak Hour Factor.92.92.92.92.92.92 Hourly flow rate (vph) 46 815 148 64 659 Pedestrians 62 Lane Width (m) 4.8 Walking Speed (m/s) 1.2 Percent Blockage 7 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 369 222 px, platoon unblocked.99 vc, conflicting volume 1335 47 125 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 1322 47 125 tc, single (s) 6.8 6.9 4.1 tc, 2 stage (s) tf (s) 3.5 3.3 2.2 p queue free % 1 91 9 cm capacity (veh/h) 125 58 638 Direction, Lane # WB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total 46 48 48 148 64 329 329 Volume Left 64 Volume Right 46 148 csh 58 17 17 17 638 17 17 Volume to Capacity.9.24.24.9.1.19.19 Queue Length 95th (m) 2.4... 2.7.. Control Delay (s) 12.8... 11.3.. Lane LOS B B Approach Delay (s) 12.8. 1. Approach LOS B Average Delay.8 Intersection Capacity Utilization 3.7% ICU Level of Service A Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON Synchro 7 - Report Trans-Plan Page 6 217-4-25 Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT Volume (vph) 148 1 193 8 1 16 736 2 534 Turn Type Perm Perm Perm pm+pt Perm Protected Phases 4 8 5 2 6 Permitted Phases 4 4 8 2 6 Detector Phase 4 4 4 8 8 5 2 6 6 Switch Phase Minimum Initial (s) 8. 8. 8. 8. 8. 5. 2. 2. 2. Minimum Split (s) 26.3 26.3 26.3 26.3 26.3 8. 27.7 26.2 26.2 Total Split (s) 31. 31. 31. 31. 31. 11. 69. 58. 58. Total Split (%) 31.% 31.% 31.% 31.% 31.% 11.% 69.% 58.% 58.% Yellow Time (s) 4.2 4.2 4.2 4.2 4.2 3. 4.2 4.2 4.2 All-Red Time (s) 2.1 2.1 2.1 2.1 2.1. 2. 2. 2. Lost Time Adjust (s)......... Total Lost Time (s) 6.3 6.3 6.3 6.3 6.3 3. 6.2 6.2 6.2 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Recall Mode None None None None None None Max Max Max Act Effct Green (s) 16.7 16.7 16.7 66.2 63. 52.5 52.5 Actuated g/c Ratio.18.18.18.72.68.57.57 v/c Ratio.7.47.5.31.35.1.35 Control Delay 51.6 8.2 27.9 6.5 7.2 11. 11.8 Queue Delay....... Total Delay 51.6 8.2 27.9 6.5 7.2 11. 11.8 LOS D A C A A B B Approach Delay 27.1 27.9 7.1 11.8 Approach LOS C C A B Cycle Length: 1 Actuated Cycle Length: 92.2 Natural Cycle: 65 Control Type: Semi Act-Uncoord Maximum v/c Ratio:.7 Intersection Signal Delay: 12.4 Intersection LOS: B Intersection Capacity Utilization 63.6% ICU Level of Service B Splits and Phases: 5: Finch Avenue & Brock Road Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON Synchro 7 - Report Trans-Plan Page 7

217-4-25 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 148 1 193 8 1 2 16 736 7 2 534 7 Ideal Flow (vphpl) 19 19 19 19 19 19 19 19 19 19 19 19 Lane Width 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 Total Lost time (s) 6.3 6.3 6.3 3. 6.2 6.2 6.2 Lane Util. Factor 1. 1. 1. 1..95 1..95 Frpb, ped/bikes 1..99 1. 1. 1. 1. 1. Flpb, ped/bikes 1. 1. 1. 1. 1. 1. 1. Frt 1..85.98 1. 1. 1..98 Flt Protected.95 1..96.95 1..95 1. Satd. Flow (prot) 1695 1528 1488 173 3391 1784 3252 Flt Permitted.72 1..79.36 1..35 1. Satd. Flow (perm) 128 1528 1213 651 3391 651 3252 Peak-hour factor, PHF.92.92.92.92.92.92.92.92.92.92.92.92 Adj. Flow (vph) 161 1 21 9 1 2 174 8 8 2 58 76 RTOR Reduction (vph) 172 2 1 9 Lane Group Flow (vph) 162 38 1 174 87 2 647 Confl. Peds. (#/hr) 2 2 7 1 1 7 Confl. Bikes (#/hr) 1 Heavy Vehicles (%) 5% 1% 3% 25% % % 3% 5% 14% % 8% 3% Turn Type Perm Perm Perm pm+pt Perm Protected Phases 4 8 5 2 6 Permitted Phases 4 4 8 2 6 Actuated Green, G (s) 16.7 16.7 16.7 63. 63. 52.5 52.5 Effective Green, g (s) 16.7 16.7 16.7 63. 63. 52.5 52.5 Actuated g/c Ratio.18.18.18.68.68.57.57 Clearance Time (s) 6.3 6.3 6.3 3. 6.2 6.2 6.2 Vehicle Extension (s) 3. 3. 3. 3. 3. 3. 3. Lane Grp Cap (vph) 232 277 22 533 2317 371 1852 v/s Ratio Prot.3 c.24.2 v/s Ratio Perm c.13.2.1.2. v/c Ratio.7.14.5.33.35.1.35 Uniform Delay, d1 35.4 31.7 31.2 5.4 6.1 8.6 1.7 Progression Factor 1. 1. 1. 1. 1. 1. 1. Incremental Delay, d2 8.8.2.1.4.4..5 Delay (s) 44.2 31.9 31.3 5.8 6.5 8.6 11.2 Level of Service D C C A A A B Approach Delay (s) 37.3 31.3 6.4 11.2 Approach LOS D C A B HCM Average Control Delay 13.8 HCM Level of Service B HCM Volume to Capacity ratio.42 Actuated Cycle Length (s) 92.2 Sum of lost time (s) 12.5 Intersection Capacity Utilization 63.6% ICU Level of Service B c Critical Lane Group Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON Synchro 7 - Report Trans-Plan Page 8 217-4-25 Movement EBL EBT WBT WBR SBL SBR Volume (veh/h) 136 42 Sign Control Free Free Stop Grade % % % Peak Hour Factor.92.92.92.92.92.92 Hourly flow rate (vph) 148 46 Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked vc, conflicting volume 296 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 296 tc, single (s) 4.1 6.4 6.6 tc, 2 stage (s) tf (s) 2.2 3.5 3.7 p queue free % 91 1 95 cm capacity (veh/h) 1636 636 979 Direction, Lane # EB 1 WB 1 SB 1 Volume Total 148 46 Volume Left 148 Volume Right 46 csh 1636 17 979 Volume to Capacity.9..5 Queue Length 95th (m) 2.4. 1.2 Control Delay (s) 7.4. 8.9 Lane LOS A A Approach Delay (s) 7.4. 8.9 Approach LOS A Average Delay 7.8 Intersection Capacity Utilization 17.5% ICU Level of Service A Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON Synchro 7 - Report Trans-Plan Page 9

217-4-25 Lane Group EBL EBT WBT NBL NBT SBT Volume (vph) 49 152 95 633 Turn Type Perm Perm Protected Phases 4 8 2 6 Permitted Phases 4 2 Detector Phase 4 4 8 2 2 6 Switch Phase Minimum Initial (s) 8. 8. 8. 2. 2. 2. Minimum Split (s) 25.7 25.7 25.7 26.2 26.2 26.2 Total Split (s) 3. 3. 3. 7. 7. 7. Total Split (%) 3.% 3.% 3.% 7.% 7.% 7.% Yellow Time (s) 3.7 3.7 3.7 4.6 4.6 4.6 All-Red Time (s) 2. 2. 2. 1.6 1.6 1.6 Lost Time Adjust (s)...... Total Lost Time (s) 5.7 5.7 5.7 6.2 6.2 6.2 Lead/Lag Lead-Lag Optimize? Recall Mode None None None Max Max Max Act Effct Green (s) 9.7 9.7 9.7 7.9 7.9 7.9 Actuated g/c Ratio.11.11.11.8.8.8 v/c Ratio.38.19.11.29.37.27 Control Delay 44.1 1.1.8 5.2 3.9 3.4 Queue Delay...... Total Delay 44.1 1.1.8 5.2 3.9 3.4 LOS D A A A A A Approach Delay 18.3.8 4.1 3.4 Approach LOS B A A A Cycle Length: 1 Actuated Cycle Length: 88.4 Natural Cycle: 6 Control Type: Semi Act-Uncoord Maximum v/c Ratio:.38 Intersection Signal Delay: 4.7 Intersection LOS: A Intersection Capacity Utilization 67.9% ICU Level of Service C Splits and Phases: 1: Dellbrook Avenue & Brock Road Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON Synchro 7 - Report Trans-Plan Page 1 217-4-25 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 49 73 3 152 95 16 633 4 Ideal Flow (vphpl) 19 19 19 19 19 19 19 19 19 19 19 19 Lane Width 3.4 3.4 3.4 3.4 3.4 3.4 3.5 3.5 3.5 3.5 3.5 3.5 Total Lost time (s) 5.7 5.7 5.7 6.2 6.2 6.2 Lane Util. Factor 1. 1. 1. 1..95.95 Frpb, ped/bikes 1. 1..98 1. 1. 1. Flpb, ped/bikes 1. 1. 1. 1. 1. 1. Frt 1..85.86 1. 1..99 Flt Protected.95 1. 1..95 1. 1. Satd. Flow (prot) 163 1563 1579 1782 3522 3386 Flt Permitted.74 1. 1..37 1. 1. Satd. Flow (perm) 1262 1563 1579 71 3522 3386 Peak-hour factor, PHF.92.92.92.92.92.92.92.92.92.92.92.92 Adj. Flow (vph) 53 79 33 165 133 17 688 43 RTOR Reduction (vph) 72 3 1 3 Lane Group Flow (vph) 53 7 3 165 149 728 Confl. Peds. (#/hr) 2 2 2 2 2 2 Confl. Bikes (#/hr) 1 Heavy Vehicles (%) 8% % 1% % % % % 1% 6% % 4% 1% Turn Type Perm Perm Perm Perm Protected Phases 4 8 2 6 Permitted Phases 4 8 2 6 Actuated Green, G (s) 8. 8. 8. 69.7 69.7 69.7 Effective Green, g (s) 8. 8. 8. 69.7 69.7 69.7 Actuated g/c Ratio.9.9.9.78.78.78 Clearance Time (s) 5.7 5.7 5.7 6.2 6.2 6.2 Vehicle Extension (s) 3. 3. 3. 3. 3. 3. Lane Grp Cap (vph) 113 14 141 545 274 2634 v/s Ratio Prot.. c.3.22 v/s Ratio Perm c.4.24 v/c Ratio.47.5.2.3.38.28 Uniform Delay, d1 38.8 37.3 37.2 2.9 3.1 2.8 Progression Factor 1. 1. 1. 1. 1. 1. Incremental Delay, d2 3.1.2.1 1.4.4.3 Delay (s) 41.8 37.5 37.3 4.3 3.6 3.1 Level of Service D D D A A A Approach Delay (s) 39.2 37.3 3.7 3.1 Approach LOS D D A A HCM Average Control Delay 6.2 HCM Level of Service A HCM Volume to Capacity ratio.39 Actuated Cycle Length (s) 89.6 Sum of lost time (s) 11.9 Intersection Capacity Utilization 67.9% ICU Level of Service C c Critical Lane Group Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON Synchro 7 - Report Trans-Plan Page 2

217-4-25 Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT Volume (vph) 2 3 24 17 2 38 194 1 683 Turn Type Perm Perm Perm pm+pt Perm Protected Phases 4 8 5 2 6 Permitted Phases 4 4 8 2 6 Detector Phase 4 4 4 8 8 5 2 6 6 Switch Phase Minimum Initial (s) 8. 8. 8. 8. 8. 5. 2. 2. 2. Minimum Split (s) 28.6 28.6 28.6 28.6 28.6 8. 25.7 25.7 25.7 Total Split (s) 29. 29. 29. 29. 29. 1. 71. 61. 61. Total Split (%) 29.% 29.% 29.% 29.% 29.% 1.% 71.% 61.% 61.% Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3. 4.2 4.2 4.2 All-Red Time (s) 2.1 2.1 2.1 2.1 2.1. 1.5 1.5 1.5 Lost Time Adjust (s)......... Total Lost Time (s) 5.4 5.4 5.4 5.4 5.4 3. 5.7 5.7 5.7 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Recall Mode None None None None None None Max Max Max Act Effct Green (s) 8.8 8.8 8.8 68. 65.3 55.3 55.3 Actuated g/c Ratio.1.1.1.8.77.65.65 v/c Ratio.17.59.14.59.45..35 Control Delay 37.7 12.1 32.5 6.9 4.3 6. 7.4 Queue Delay....... Total Delay 37.7 12.1 32.5 6.9 4.3 6. 7.4 LOS D B C A A A A Approach Delay 14.7 32.5 4.8 7.4 Approach LOS B C A A Cycle Length: 1 Actuated Cycle Length: 85.2 Natural Cycle: 65 Control Type: Semi Act-Uncoord Maximum v/c Ratio:.59 Intersection Signal Delay: 6.8 Intersection LOS: A Intersection Capacity Utilization 7.9% ICU Level of Service C Splits and Phases: 2: Major Oaks Road & Brock Road Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON Synchro 7 - Report Trans-Plan Page 3 217-4-25 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 2 3 24 17 2 4 38 194 23 1 683 22 Ideal Flow (vphpl) 19 19 19 19 19 19 19 19 19 19 19 19 Lane Width 4.8 4.8 4.8 4.8 4.8 4.8 3.5 3.5 3.5 3.5 3.5 3.5 Total Lost time (s) 5.4 5.4 5.4 3. 5.7 5.7 5.7 Lane Util. Factor 1. 1. 1. 1..95 1..95 Frpb, ped/bikes 1..98 1. 1. 1. 1. 1. Flpb, ped/bikes 1. 1..99 1. 1. 1. 1. Frt 1..85.98 1. 1. 1. 1. Flt Protected.96 1..96.95 1..95 1. Satd. Flow (prot) 182 1742 213 1731 3488 1781 338 Flt Permitted.73 1..76.32 1..23 1. Satd. Flow (perm) 1396 1742 1595 591 3488 434 338 Peak-hour factor, PHF.92.92.92.92.92.92.92.92.92.92.92.92 Adj. Flow (vph) 22 3 222 18 2 4 335 1189 25 1 742 24 RTOR Reduction (vph) 199 4 1 2 Lane Group Flow (vph) 25 23 2 335 1213 1 764 Confl. Peds. (#/hr) 1 7 7 1 6 6 6 6 Heavy Vehicles (%) 15% % 3% % % % 3% 2% % % 5% 5% Turn Type Perm Perm Perm pm+pt Perm Protected Phases 4 8 5 2 6 Permitted Phases 4 4 8 2 6 Actuated Green, G (s) 8.8 8.8 8.8 65.3 65.3 55.3 55.3 Effective Green, g (s) 8.8 8.8 8.8 65.3 65.3 55.3 55.3 Actuated g/c Ratio.1.1.1.77.77.65.65 Clearance Time (s) 5.4 5.4 5.4 3. 5.7 5.7 5.7 Vehicle Extension (s) 3. 3. 3. 3. 3. 3. 3. Lane Grp Cap (vph) 144 18 165 547 2673 282 2194 v/s Ratio Prot c.5.35.23 v/s Ratio Perm c.2.1.1 c.42. v/c Ratio.17.13.12.61.45..35 Uniform Delay, d1 34.9 34.7 34.7 3.3 3.6 5.3 6.8 Progression Factor 1. 1. 1. 1. 1. 1. 1. Incremental Delay, d2.6.3.3 2..6..4 Delay (s) 35.5 35. 35. 5.3 4.1 5.3 7.2 Level of Service D D D A A A A Approach Delay (s) 35.1 35. 4.4 7.2 Approach LOS D D A A HCM Average Control Delay 8.4 HCM Level of Service A HCM Volume to Capacity ratio.54 Actuated Cycle Length (s) 85.2 Sum of lost time (s) 8.4 Intersection Capacity Utilization 7.9% ICU Level of Service C c Critical Lane Group Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON Synchro 7 - Report Trans-Plan Page 4

217-4-25 Movement WBL WBR NBT NBR SBL SBT Volume (veh/h) 122 133 27 94 Sign Control Stop Free Free Grade % % % Peak Hour Factor.92.92.92.92.92.92 Hourly flow rate (vph) 133 1416 29 983 Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 166 px, platoon unblocked.91 vc, conflicting volume 1922 723 1446 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 1821 723 1446 tc, single (s) 6.8 6.9 4.1 tc, 2 stage (s) tf (s) 3.5 3.3 2.2 p queue free % 1 64 1 cm capacity (veh/h) 64 373 475 Direction, Lane # WB 1 NB 1 NB 2 SB 1 SB 2 Volume Total 133 944 51 491 491 Volume Left Volume Right 133 29 csh 373 17 17 17 17 Volume to Capacity.36.56.29.29.29 Queue Length 95th (m) 12.6.... Control Delay (s) 19.9.... Lane LOS C Approach Delay (s) 19.9.. Approach LOS C Average Delay 1. Intersection Capacity Utilization 51.1% ICU Level of Service A Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON Synchro 7 - Report Trans-Plan Page 5 217-4-25 Movement WBL WBR NBT NBR SBL SBT Volume (veh/h) 82 1248 3 3 91 Sign Control Stop Free Free Grade % % % Peak Hour Factor.92.92.92.92.92.92 Hourly flow rate (vph) 89 1357 3 3 979 Pedestrians 22 Lane Width (m) 4.8 Walking Speed (m/s) 1.2 Percent Blockage 2 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 369 222 px, platoon unblocked.87.84.84 vc, conflicting volume 1875 7 1382 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 1332 251 166 tc, single (s) 6.8 6.9 4.1 tc, 2 stage (s) tf (s) 3.5 3.3 2.2 p queue free % 1 86 99 cm capacity (veh/h) 126 616 54 Direction, Lane # WB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total 89 678 678 3 3 49 49 Volume Left 3 Volume Right 89 3 csh 616 17 17 17 54 17 17 Volume to Capacity.14.4.4..1.29.29 Queue Length 95th (m) 4.....1.. Control Delay (s) 11.8... 11.7.. Lane LOS B B Approach Delay (s) 11.8.. Approach LOS B Average Delay.4 Intersection Capacity Utilization 46.2% ICU Level of Service A Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON Synchro 7 - Report Trans-Plan Page 6

217-4-25 Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT Volume (vph) 162 1 217 17 3 198 184 4 81 Turn Type Perm Perm Perm pm+pt Perm Protected Phases 4 8 5 2 6 Permitted Phases 4 4 8 2 6 Detector Phase 4 4 4 8 8 5 2 6 6 Switch Phase Minimum Initial (s) 8. 8. 8. 8. 8. 5. 2. 2. 2. Minimum Split (s) 26.3 26.3 26.3 26.3 26.3 8. 27.7 26.2 26.2 Total Split (s) 31. 31. 31. 31. 31. 11. 69. 58. 58. Total Split (%) 31.% 31.% 31.% 31.% 31.% 11.% 69.% 58.% 58.% Yellow Time (s) 4.2 4.2 4.2 4.2 4.2 3. 4.2 4.2 4.2 All-Red Time (s) 2.1 2.1 2.1 2.1 2.1. 2. 2. 2. Lost Time Adjust (s)......... Total Lost Time (s) 6.3 6.3 6.3 6.3 6.3 3. 6.2 6.2 6.2 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Recall Mode None None None None None None Max Max Max Act Effct Green (s) 18.1 18.1 18.1 66.2 63. 52.2 52.2 Actuated g/c Ratio.19.19.19.71.67.56.56 v/c Ratio.75.49.1.53.51.2.52 Control Delay 54. 8. 26.6 1.4 9.2 11.8 14.6 Queue Delay....... Total Delay 54. 8. 26.6 1.4 9.2 11.8 14.6 LOS D A C B A B B Approach Delay 28.3 26.6 9.4 14.6 Approach LOS C C A B Cycle Length: 1 Actuated Cycle Length: 93.6 Natural Cycle: 65 Control Type: Semi Act-Uncoord Maximum v/c Ratio:.75 Intersection Signal Delay: 14.2 Intersection LOS: B Intersection Capacity Utilization 75.3% ICU Level of Service D Splits and Phases: 5: Finch Avenue & Brock Road Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON Synchro 7 - Report Trans-Plan Page 7 217-4-25 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 162 1 217 17 3 5 198 184 16 4 81 96 Ideal Flow (vphpl) 19 19 19 19 19 19 19 19 19 19 19 19 Lane Width 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 Total Lost time (s) 6.3 6.3 6.3 3. 6.2 6.2 6.2 Lane Util. Factor 1. 1. 1. 1..95 1..95 Frpb, ped/bikes 1..99 1. 1. 1. 1..99 Flpb, ped/bikes 1. 1. 1. 1. 1. 1. 1. Frt 1..85.97 1. 1. 1..98 Flt Protected.96 1..97.95 1..95 1. Satd. Flow (prot) 172 151 1632 1765 3456 1428 3357 Flt Permitted.72 1..76.22 1..24 1. Satd. Flow (perm) 1296 151 1279 415 3456 355 3357 Peak-hour factor, PHF.92.92.92.92.92.92.92.92.92.92.92.92 Adj. Flow (vph) 176 11 236 18 3 5 215 1178 17 4 871 14 RTOR Reduction (vph) 19 4 1 8 Lane Group Flow (vph) 187 46 22 215 1194 4 967 Confl. Peds. (#/hr) 1 1 16 16 Confl. Bikes (#/hr) 1 1 Heavy Vehicles (%) 4% 1% 5% 12% % % 1% 3% 6% 25% 4% 4% Turn Type Perm Perm Perm pm+pt Perm Protected Phases 4 8 5 2 6 Permitted Phases 4 4 8 2 6 Actuated Green, G (s) 18.1 18.1 18.1 63. 63. 52.3 52.3 Effective Green, g (s) 18.1 18.1 18.1 63. 63. 52.3 52.3 Actuated g/c Ratio.19.19.19.67.67.56.56 Clearance Time (s) 6.3 6.3 6.3 3. 6.2 6.2 6.2 Vehicle Extension (s) 3. 3. 3. 3. 3. 3. 3. Lane Grp Cap (vph) 251 29 247 39 2326 198 1876 v/s Ratio Prot c.5.35.29 v/s Ratio Perm c.14.3.2 c.33.1 v/c Ratio.75.16.9.55.51.2.52 Uniform Delay, d1 35.6 31.4 31. 7.2 7.6 9.2 12.8 Progression Factor 1. 1. 1. 1. 1. 1. 1. Incremental Delay, d2 11.4.3.2 1.7.8.2 1. Delay (s) 46.9 31.7 31.1 8.9 8.5 9.4 13.8 Level of Service D C C A A A B Approach Delay (s) 38.4 31.1 8.5 13.8 Approach LOS D C A B HCM Average Control Delay 15. HCM Level of Service B HCM Volume to Capacity ratio.57 Actuated Cycle Length (s) 93.6 Sum of lost time (s) 9.3 Intersection Capacity Utilization 75.3% ICU Level of Service D c Critical Lane Group Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON Synchro 7 - Report Trans-Plan Page 8

217-4-25 Movement EBL EBT WBT WBR SBL SBR Volume (veh/h) 3 82 Sign Control Free Free Stop Grade % % % Peak Hour Factor.92.92.92.92.92.92 Hourly flow rate (vph) 3 89 Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked vc, conflicting volume 7 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 7 tc, single (s) 4.1 6.4 6.6 tc, 2 stage (s) tf (s) 2.2 3.5 3.7 p queue free % 1 1 91 cm capacity (veh/h) 1636 118 979 Direction, Lane # EB 1 WB 1 SB 1 Volume Total 3 89 Volume Left 3 Volume Right 89 csh 1636 17 979 Volume to Capacity...9 Queue Length 95th (m).. 2.4 Control Delay (s) 7.2. 9. Lane LOS A A Approach Delay (s) 7.2. 9. Approach LOS A Average Delay 9. Intersection Capacity Utilization 15.1% ICU Level of Service A Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON Synchro 7 - Report Trans-Plan Page 9 217-4-25 Lane Group EBL EBT WBT NBL NBT SBL SBT Volume (vph) 6 6 557 18 1154 Turn Type Perm Perm Perm Protected Phases 4 8 2 6 Permitted Phases 4 2 6 Detector Phase 4 4 8 2 2 6 6 Switch Phase Minimum Initial (s) 8. 8. 8. 2. 2. 2. 2. Minimum Split (s) 25.7 25.7 25.7 26.2 26.2 26.2 26.2 Total Split (s) 3. 3. 3. 7. 7. 7. 7. Total Split (%) 3.% 3.% 3.% 7.% 7.% 7.% 7.% Yellow Time (s) 3.7 3.7 3.7 4.6 4.6 4.6 4.6 All-Red Time (s) 2. 2. 2. 1.6 1.6 1.6 1.6 Lost Time Adjust (s)....... Total Lost Time (s) 5.7 5.7 5.7 6.2 6.2 6.2 6.2 Lead/Lag Lead-Lag Optimize? Recall Mode None None None Max Max Max Max Act Effct Green (s) 14.6 14.6 14.6 65.6 65.6 65.6 65.6 Actuated g/c Ratio.16.16.16.71.71.71.71 v/c Ratio.33.73.4.28.27.4.54 Control Delay 37.6 37.1.1 1. 5.6 5.5 7.9 Queue Delay....... Total Delay 37.6 37.1.1 1. 5.6 5.5 7.9 LOS D D A A A A A Approach Delay 37.2.1 6. 7.8 Approach LOS D A A A Cycle Length: 1 Actuated Cycle Length: 92.1 Natural Cycle: 6 Control Type: Semi Act-Uncoord Maximum v/c Ratio:.73 Intersection Signal Delay: 1.9 Intersection LOS: B Intersection Capacity Utilization 72.9% ICU Level of Service C Splits and Phases: 1: Dellbrook Avenue & Brock Road Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON Synchro 7 - Report Trans-Plan Page 1

217-4-25 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 6 28 18 6 557 2 18 1154 46 Ideal Flow (vphpl) 19 19 19 19 19 19 19 19 19 19 19 19 Lane Width 3.4 3.4 3.4 3.4 3.4 3.4 3.5 3.5 3.5 3.5 3.5 3.5 Total Lost time (s) 5.7 5.7 5.7 6.2 6.2 6.2 6.2 Lane Util. Factor 1. 1. 1. 1..95 1..95 Frpb, ped/bikes 1..99 1. 1. 1. 1. 1. Flpb, ped/bikes 1. 1. 1. 1. 1. 1. 1. Frt 1..85.86 1..99 1..99 Flt Protected.95 1. 1..95 1..95 1. Satd. Flow (prot) 1576 1543 167 1749 3297 1785 3399 Flt Permitted.74 1. 1..18 1..41 1. Satd. Flow (perm) 1235 1543 167 329 3297 778 3399 Peak-hour factor, PHF.92.92.92.92.92.92.92.92.92.92.92.92 Adj. Flow (vph) 65 226 2 65 65 22 2 1254 5 RTOR Reduction (vph) 66 17 2 2 Lane Group Flow (vph) 65 16 3 65 625 2 132 Confl. Peds. (#/hr) 1 1 1 1 Heavy Vehicles (%) 12% % 1% % % % 2% 8% % % 4% 13% Turn Type Perm Perm Perm Perm Protected Phases 4 8 2 6 Permitted Phases 4 8 2 6 Actuated Green, G (s) 14.6 14.6 14.6 65.6 65.6 65.6 65.6 Effective Green, g (s) 14.6 14.6 14.6 65.6 65.6 65.6 65.6 Actuated g/c Ratio.16.16.16.71.71.71.71 Clearance Time (s) 5.7 5.7 5.7 6.2 6.2 6.2 6.2 Vehicle Extension (s) 3. 3. 3. 3. 3. 3. 3. Lane Grp Cap (vph) 196 245 255 234 2348 554 2421 v/s Ratio Prot c.1..19 c.38 v/s Ratio Perm.5.2.3 v/c Ratio.33.65.1.28.27.4.54 Uniform Delay, d1 34.4 36.4 32.7 4.8 4.7 3.9 6.2 Progression Factor 1. 1. 1. 1. 1. 1. 1. Incremental Delay, d2 1. 6.1. 2.9.3.1.9 Delay (s) 35.4 42.4 32.7 7.7 5. 4. 7. Level of Service D D C A A A A Approach Delay (s) 4.9 32.7 5.2 7. Approach LOS D C A A HCM Average Control Delay 1.9 HCM Level of Service B HCM Volume to Capacity ratio.56 Actuated Cycle Length (s) 92.1 Sum of lost time (s) 11.9 Intersection Capacity Utilization 72.9% ICU Level of Service C c Critical Lane Group Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON Synchro 7 - Report Trans-Plan Page 2 217-4-25 Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT Volume (vph) 42 342 71 122 581 6 1338 Turn Type Perm Perm Perm pm+pt Perm Protected Phases 4 8 5 2 6 Permitted Phases 4 4 8 2 6 Detector Phase 4 4 4 8 8 5 2 6 6 Switch Phase Minimum Initial (s) 8. 8. 8. 8. 8. 5. 2. 2. 2. Minimum Split (s) 28.6 28.6 28.6 28.6 28.6 9. 25.7 25.7 25.7 Total Split (s) 34. 34. 34. 34. 34. 9. 66. 57. 57. Total Split (%) 34.% 34.% 34.% 34.% 34.% 9.% 66.% 57.% 57.% Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3. 4.2 4.2 4.2 All-Red Time (s) 2.1 2.1 2.1 2.1 2.1. 1.5 1.5 1.5 Lost Time Adjust (s)......... Total Lost Time (s) 5.4 5.4 5.4 5.4 5.4 3. 5.7 5.7 5.7 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Recall Mode None None None None None None Max Max Max Act Effct Green (s) 17.9 17.9 17.9 63.3 6.6 51.5 51.5 Actuated g/c Ratio.2.2.2.71.68.57.57 v/c Ratio.15.8.29.6.29.2.73 Control Delay 29.5 34.5 28.8 2.5 7. 11. 17.9 Queue Delay....... Total Delay 29.5 34.5 28.8 2.5 7. 11. 17.9 LOS C C C C A B B Approach Delay 34. 28.8 9.3 17.9 Approach LOS C C A B Cycle Length: 1 Actuated Cycle Length: 89.6 Natural Cycle: 8 Control Type: Semi Act-Uncoord Maximum v/c Ratio:.8 Intersection Signal Delay: 18.3 Intersection LOS: B Intersection Capacity Utilization 79.2% ICU Level of Service D Splits and Phases: 2: Major Oaks Road & Brock Road Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON Synchro 7 - Report Trans-Plan Page 3

217-4-25 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 42 342 71 13 122 581 6 6 1338 18 Ideal Flow (vphpl) 19 19 19 19 19 19 19 19 19 19 19 19 Lane Width 4.8 4.8 4.8 4.8 4.8 4.8 3.5 3.5 3.5 3.5 3.5 3.5 Total Lost time (s) 5.4 5.4 5.4 3. 5.7 5.7 5.7 Lane Util. Factor 1. 1. 1. 1..95 1..95 Frt 1..85.98 1. 1. 1. 1. Flt Protected.95 1..96.95 1..95 1. Satd. Flow (prot) 1986 1794 223 1716 3296 119 3487 Flt Permitted.73 1..73.9 1..41 1. Satd. Flow (perm) 153 1794 1532 168 3296 513 3487 Peak-hour factor, PHF.92.92.92.92.92.92.92.92.92.92.92.92 Adj. Flow (vph) 46 372 77 14 133 632 7 7 1454 2 RTOR Reduction (vph) 18 7 1 1 Lane Group Flow (vph) 46 264 84 133 638 7 1473 Heavy Vehicles (%) 3% % 2% % % % 4% 8% 2% 5% 2% 15% Turn Type Perm Perm Perm pm+pt Perm Protected Phases 4 8 5 2 6 Permitted Phases 4 4 8 2 6 Actuated Green, G (s) 17.9 17.9 17.9 6.6 6.6 51.6 51.6 Effective Green, g (s) 17.9 17.9 17.9 6.6 6.6 51.6 51.6 Actuated g/c Ratio.2.2.2.68.68.58.58 Clearance Time (s) 5.4 5.4 5.4 3. 5.7 5.7 5.7 Vehicle Extension (s) 3. 3. 3. 3. 3. 3. 3. Lane Grp Cap (vph) 36 358 36 217 2229 295 28 v/s Ratio Prot c.4.19 c.42 v/s Ratio Perm.3 c.15.5.37.1 v/c Ratio.15.74.27.61.29.2.73 Uniform Delay, d1 29.6 33.6 3.3 11.6 5.8 8.2 14. Progression Factor 1. 1. 1. 1. 1. 1. 1. Incremental Delay, d2.2 7.7.5 5.1.3.1 2.4 Delay (s) 29.8 41.4 3.8 16.6 6.1 8.3 16.4 Level of Service C D C B A A B Approach Delay (s) 4.1 3.8 7.9 16.3 Approach LOS D C A B HCM Average Control Delay 18.1 HCM Level of Service B HCM Volume to Capacity ratio.73 Actuated Cycle Length (s) 89.6 Sum of lost time (s) 14.1 Intersection Capacity Utilization 79.2% ICU Level of Service D c Critical Lane Group Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON Synchro 7 - Report Trans-Plan Page 4 217-4-25 Movement WBL WBR NBT NBR SBL SBT Volume (veh/h) 12 696 2 1 1751 Sign Control Stop Free Free Grade % % % Peak Hour Factor.92.92.92.92.92.92 Hourly flow rate (vph) 13 757 22 1 193 Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 369 222 px, platoon unblocked.67 vc, conflicting volume 171 378 778 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 166 378 778 tc, single (s) 6.8 6.9 4.1 tc, 2 stage (s) tf (s) 3.5 3.3 2.2 p queue free % 1 98 1 cm capacity (veh/h) 147 625 847 Direction, Lane # WB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total 13 378 378 22 1 952 952 Volume Left 1 Volume Right 13 22 csh 625 17 17 17 847 17 17 Volume to Capacity.2.22.22.1..56.56 Queue Length 95th (m).5...... Control Delay (s) 1.9... 9.3.. Lane LOS B A Approach Delay (s) 1.9.. Approach LOS B Average Delay.1 Intersection Capacity Utilization 51.7% ICU Level of Service A Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON Synchro 7 - Report Trans-Plan Page 5

217-4-25 Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT Volume (vph) 117 2 272 18 6 146 59 5 1515 Turn Type Perm Perm Perm pm+pt Perm Protected Phases 4 8 5 2 6 Permitted Phases 4 4 8 2 6 Detector Phase 4 4 4 8 8 5 2 6 6 Switch Phase Minimum Initial (s) 8. 8. 8. 8. 8. 5. 2. 2. 2. Minimum Split (s) 26.3 26.3 26.3 26.3 26.3 8. 27.7 26.2 26.2 Total Split (s) 28. 28. 28. 28. 28. 1. 72. 62. 62. Total Split (%) 28.% 28.% 28.% 28.% 28.% 1.% 72.% 62.% 62.% Yellow Time (s) 4.2 4.2 4.2 4.2 4.2 3. 4.2 4.2 4.2 All-Red Time (s) 2.1 2.1 2.1 2.1 2.1. 2. 2. 2. Lost Time Adjust (s)......... Total Lost Time (s) 6.3 6.3 6.3 6.3 6.3 3. 6.2 6.2 6.2 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Recall Mode None None None None None None Max Max Max Act Effct Green (s) 15.3 15.3 15.3 69.2 66. 56. 56. Actuated g/c Ratio.16.16.16.74.7.6.6 v/c Ratio.64.81.17.8.28.1.94 Control Delay 5.7 37.3 27.7 46.5 6. 9.6 29.4 Queue Delay....... Total Delay 5.7 37.3 27.7 46.5 6. 9.6 29.4 LOS D D C D A A C Approach Delay 41.4 27.7 14. 29.4 Approach LOS D C B C Cycle Length: 1 Actuated Cycle Length: 93.9 Natural Cycle: 9 Control Type: Semi Act-Uncoord Maximum v/c Ratio:.94 Intersection Signal Delay: 27. Intersection LOS: C Intersection Capacity Utilization 88.4% ICU Level of Service E Splits and Phases: 5: Finch Avenue & Brock Road Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON Synchro 7 - Report Trans-Plan Page 6 217-4-25 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 117 2 272 18 6 9 146 59 9 5 1515 229 Ideal Flow (vphpl) 19 19 19 19 19 19 19 19 19 19 19 19 Lane Width 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 Total Lost time (s) 6.3 6.3 6.3 3. 6.2 6.2 6.2 Lane Util. Factor 1. 1. 1. 1..95 1..95 Frt 1..85.96 1. 1. 1..98 Flt Protected.95 1..97.95 1..95 1. Satd. Flow (prot) 1691 1521 1545 1638 3314 1785 3361 Flt Permitted.7 1..8.7 1..4 1. Satd. Flow (perm) 1246 1521 1268 117 3314 76 3361 Peak-hour factor, PHF.92.92.92.92.92.92.92.92.92.92.92.92 Adj. Flow (vph) 127 2 296 2 7 1 159 641 1 5 1647 249 RTOR Reduction (vph) 116 8 1 11 Lane Group Flow (vph) 129 18 29 159 65 5 1885 Heavy Vehicles (%) 6% % 5% 19% 2% % 9% 7% 38% % 4% 5% Turn Type Perm Perm Perm pm+pt Perm Protected Phases 4 8 5 2 6 Permitted Phases 4 4 8 2 6 Actuated Green, G (s) 15.3 15.3 15.3 66. 66. 56. 56. Effective Green, g (s) 15.3 15.3 15.3 66. 66. 56. 56. Actuated g/c Ratio.16.16.16.7.7.6.6 Clearance Time (s) 6.3 6.3 6.3 3. 6.2 6.2 6.2 Vehicle Extension (s) 3. 3. 3. 3. 3. 3. 3. Lane Grp Cap (vph) 23 248 27 196 2332 454 27 v/s Ratio Prot c.6.2 c.56 v/s Ratio Perm.1 c.12.2.51.1 v/c Ratio.64.72.14.81.28.1.94 Uniform Delay, d1 36.6 37.2 33.6 24.9 5.1 7.7 17.3 Progression Factor 1. 1. 1. 1. 1. 1. 1. Incremental Delay, d2 6.4 1..3 21.8.3. 1.1 Delay (s) 43. 47.3 33.9 46.7 5.4 7.7 27.5 Level of Service D D C D A A C Approach Delay (s) 46. 33.9 13.5 27.4 Approach LOS D C B C HCM Average Control Delay 26.4 HCM Level of Service C HCM Volume to Capacity ratio.89 Actuated Cycle Length (s) 93.8 Sum of lost time (s) 15.5 Intersection Capacity Utilization 88.4% ICU Level of Service E c Critical Lane Group Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON Synchro 7 - Report Trans-Plan Page 7

217-4-25 Lane Group EBL EBT WBT NBL NBT SBT Volume (vph) 24 98 531 472 Turn Type Perm Perm Protected Phases 4 8 2 6 Permitted Phases 4 2 Detector Phase 4 4 8 2 2 6 Switch Phase Minimum Initial (s) 8. 8. 8. 2. 2. 2. Minimum Split (s) 25.7 25.7 25.7 26.2 26.2 26.2 Total Split (s) 3. 3. 3. 7. 7. 7. Total Split (%) 3.% 3.% 3.% 7.% 7.% 7.% Yellow Time (s) 3.7 3.7 3.7 4.6 4.6 4.6 All-Red Time (s) 2. 2. 2. 1.6 1.6 1.6 Lost Time Adjust (s)...... Total Lost Time (s) 5.7 5.7 5.7 6.2 6.2 6.2 Lead/Lag Lead-Lag Optimize? Recall Mode None None None Max Max Max Act Effct Green (s) 8.6 8.6 8.6 73.1 73.1 73.1 Actuated g/c Ratio.1.1.1.82.82.82 v/c Ratio.24.19.1.16.22.21 Control Delay 42..9. 3.5 2.8 2.7 Queue Delay...... Total Delay 42..9. 3.5 2.8 2.7 LOS D A A A A A Approach Delay 1.7. 2.9 2.7 Approach LOS B A A A Cycle Length: 1 Actuated Cycle Length: 89.5 Natural Cycle: 55 Control Type: Semi Act-Uncoord Maximum v/c Ratio:.24 Intersection Signal Delay: 3.5 Intersection LOS: A Intersection Capacity Utilization 61.9% ICU Level of Service B Splits and Phases: 1: Dellbrook Avenue & Brock Road Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON Synchro 7 - Report Trans-Plan Page 1 217-4-25 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 24 76 5 98 531 1 472 31 Ideal Flow (vphpl) 19 19 19 19 19 19 19 19 19 19 19 19 Lane Width 3.4 3.4 3.4 3.4 3.4 3.4 3.5 3.5 3.5 3.5 3.5 3.5 Total Lost time (s) 5.7 5.7 5.7 6.2 6.2 6.2 Lane Util. Factor 1. 1. 1. 1..95.95 Frpb, ped/bikes 1..97.94 1. 1..99 Flpb, ped/bikes.95 1. 1..96 1. 1. Frt 1..85.86 1. 1..99 Flt Protected.95 1. 1..95 1. 1. Satd. Flow (prot) 1415 149 1511 179 3274 3232 Flt Permitted.75 1. 1..45 1. 1. Satd. Flow (perm) 1124 149 1511 85 3274 3232 Peak-hour factor, PHF.92.92.92.92.92.92.92.92.92.92.92.92 Adj. Flow (vph) 26 83 5 17 577 1 513 34 RTOR Reduction (vph) 77 5 3 Lane Group Flow (vph) 26 6 17 578 544 Confl. Peds. (#/hr) 34 12 12 34 34 71 71 34 Confl. Bikes (#/hr) 1 Heavy Vehicles (%) 19% % 3% % % % % 9% % % 8% 19% Turn Type Perm Perm Perm Perm Protected Phases 4 8 2 6 Permitted Phases 4 8 2 6 Actuated Green, G (s) 6.9 6.9 6.9 71.8 71.8 71.8 Effective Green, g (s) 6.9 6.9 6.9 71.8 71.8 71.8 Actuated g/c Ratio.8.8.8.79.79.79 Clearance Time (s) 5.7 5.7 5.7 6.2 6.2 6.2 Vehicle Extension (s) 3. 3. 3. 3. 3. 3. Lane Grp Cap (vph) 86 113 115 638 2595 2561 v/s Ratio Prot.. c.18.17 v/s Ratio Perm c.2.13 v/c Ratio.3.6..17.22.21 Uniform Delay, d1 39.6 38.8 38.7 2.2 2.4 2.3 Progression Factor 1. 1. 1. 1. 1. 1. Incremental Delay, d2 2..2..6.2.2 Delay (s) 41.6 39. 38.7 2.8 2.6 2.5 Level of Service D D D A A A Approach Delay (s) 39.6 38.7 2.6 2.5 Approach LOS D D A A HCM Average Control Delay 5.7 HCM Level of Service A HCM Volume to Capacity ratio.23 Actuated Cycle Length (s) 9.6 Sum of lost time (s) 11.9 Intersection Capacity Utilization 61.9% ICU Level of Service B c Critical Lane Group Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON Synchro 7 - Report Trans-Plan Page 2

217-4-25 Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT Volume (vph) 26 1 184 28 7 219 596 18 512 Turn Type Perm Perm Perm pm+pt Perm Protected Phases 4 8 5 2 6 Permitted Phases 4 4 8 2 6 Detector Phase 4 4 4 8 8 5 2 6 6 Switch Phase Minimum Initial (s) 8. 8. 8. 8. 8. 5. 2. 2. 2. Minimum Split (s) 28.6 28.6 28.6 28.6 28.6 8. 25.7 25.7 25.7 Total Split (s) 4. 4. 4. 4. 4. 1. 6. 5. 5. Total Split (%) 4.% 4.% 4.% 4.% 4.% 1.% 6.% 5.% 5.% Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3. 4.2 4.2 4.2 All-Red Time (s) 2.1 2.1 2.1 2.1 2.1. 1.5 1.5 1.5 Lost Time Adjust (s)......... Total Lost Time (s) 5.4 5.4 5.4 5.4 5.4 3. 5.7 5.7 5.7 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Recall Mode None None None None None None Max Max Max Act Effct Green (s) 8.6 8.6 8.6 57. 54.3 44.4 44.4 Actuated g/c Ratio.12.12.12.77.73.6.6 v/c Ratio.17.54.25.36.27.5.28 Control Delay 31.7 11. 28.7 3.9 3.6 6.8 7.6 Queue Delay....... Total Delay 31.7 11. 28.7 3.9 3.6 6.8 7.6 LOS C B C A A A A Approach Delay 13.6 28.7 3.7 7.6 Approach LOS B C A A Cycle Length: 1 Actuated Cycle Length: 74 Natural Cycle: 65 Control Type: Semi Act-Uncoord Maximum v/c Ratio:.54 Intersection Signal Delay: 6.9 Intersection LOS: A Intersection Capacity Utilization 65.1% ICU Level of Service C Splits and Phases: 2: Major Oaks Road & Brock Road Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON Synchro 7 - Report Trans-Plan Page 3 217-4-25 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 26 1 184 28 7 8 219 596 28 18 512 18 Ideal Flow (vphpl) 19 19 19 19 19 19 19 19 19 19 19 19 Lane Width 4.8 4.8 4.8 4.8 4.8 4.8 3.5 3.5 3.5 3.5 3.5 3.5 Total Lost time (s) 5.4 5.4 5.4 3. 5.7 5.7 5.7 Lane Util. Factor 1. 1. 1. 1..95 1..95 Frpb, ped/bikes 1..94 1. 1. 1. 1. 1. Flpb, ped/bikes 1. 1..97 1. 1. 1. 1. Frt 1..85.97 1..99 1..99 Flt Protected.95 1..97.95 1..95 1. Satd. Flow (prot) 252 17 1964 1746 3392 1779 3415 Flt Permitted.7 1..79.4 1..39 1. Satd. Flow (perm) 154 17 1599 743 3392 737 3415 Peak-hour factor, PHF.92.92.92.92.92.92.92.92.92.92.92.92 Adj. Flow (vph) 28 1 2 3 8 9 238 648 3 2 557 2 RTOR Reduction (vph) 177 8 2 2 Lane Group Flow (vph) 29 23 39 238 676 2 575 Confl. Peds. (#/hr) 1 53 53 1 8 5 5 8 Heavy Vehicles (%) % % 1% % % % 2% 4% 13% % 4% % Turn Type Perm Perm Perm pm+pt Perm Protected Phases 4 8 5 2 6 Permitted Phases 4 4 8 2 6 Actuated Green, G (s) 8.6 8.6 8.6 54.3 54.3 44.4 44.4 Effective Green, g (s) 8.6 8.6 8.6 54.3 54.3 44.4 44.4 Actuated g/c Ratio.12.12.12.73.73.6.6 Clearance Time (s) 5.4 5.4 5.4 3. 5.7 5.7 5.7 Vehicle Extension (s) 3. 3. 3. 3. 3. 3. 3. Lane Grp Cap (vph) 175 198 186 639 2489 442 249 v/s Ratio Prot c.3.2.17 v/s Ratio Perm.2.1 c.2 c.24.3 v/c Ratio.17.12.21.37.27.5.28 Uniform Delay, d1 29.5 29.3 29.6 3.1 3.3 6.1 7.1 Progression Factor 1. 1. 1. 1. 1. 1. 1. Incremental Delay, d2.4.3.6.4.3.2.3 Delay (s) 29.9 29.6 3.2 3.5 3.5 6.3 7.5 Level of Service C C C A A A A Approach Delay (s) 29.6 3.2 3.5 7.4 Approach LOS C C A A HCM Average Control Delay 8.9 HCM Level of Service A HCM Volume to Capacity ratio.33 Actuated Cycle Length (s) 74. Sum of lost time (s) 8.4 Intersection Capacity Utilization 65.1% ICU Level of Service C c Critical Lane Group Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON Synchro 7 - Report Trans-Plan Page 4

217-4-25 Movement WBL WBR NBT NBR SBL SBT Volume (veh/h) 9 834 44 3 721 Sign Control Stop Free Free Grade % % % Peak Hour Factor.92.92.92.92.92.92 Hourly flow rate (vph) 1 97 48 3 784 Pedestrians 62 Lane Width (m) 4.8 Walking Speed (m/s) 1.2 Percent Blockage 7 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 369 222 px, platoon unblocked.98.97.97 vc, conflicting volume 1367 515 116 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 1219 451 965 tc, single (s) 6.8 6.9 4.1 tc, 2 stage (s) tf (s) 3.5 3.3 2.2 p queue free % 1 98 1 cm capacity (veh/h) 16 59 655 Direction, Lane # WB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total 1 453 453 48 3 392 392 Volume Left 3 Volume Right 1 48 csh 59 17 17 17 655 17 17 Volume to Capacity.2.27.27.3..23.23 Queue Length 95th (m).5....1.. Control Delay (s) 12.2... 1.5.. Lane LOS B B Approach Delay (s) 12.2.. Approach LOS B Average Delay.1 Intersection Capacity Utilization 33.1% ICU Level of Service A Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON Synchro 7 - Report Trans-Plan Page 5 217-4-25 Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT Volume (vph) 157 1 222 9 1 184 719 2 631 Turn Type Perm Perm Perm pm+pt Perm Protected Phases 4 8 5 2 6 Permitted Phases 4 4 8 2 6 Detector Phase 4 4 4 8 8 5 2 6 6 Switch Phase Minimum Initial (s) 8. 8. 8. 8. 8. 5. 2. 2. 2. Minimum Split (s) 26.3 26.3 26.3 26.3 26.3 8. 27.7 26.2 26.2 Total Split (s) 31. 31. 31. 31. 31. 11. 69. 58. 58. Total Split (%) 31.% 31.% 31.% 31.% 31.% 11.% 69.% 58.% 58.% Yellow Time (s) 4.2 4.2 4.2 4.2 4.2 3. 4.2 4.2 4.2 All-Red Time (s) 2.1 2.1 2.1 2.1 2.1. 2. 2. 2. Lost Time Adjust (s)......... Total Lost Time (s) 6.3 6.3 6.3 6.3 6.3 3. 6.2 6.2 6.2 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Recall Mode None None None None None None Max Max Max Act Effct Green (s) 17.3 17.3 17.3 66.2 63. 52.3 52.3 Actuated g/c Ratio.19.19.19.71.68.56.56 v/c Ratio.72.5.6.41.34.1.42 Control Delay 52.8 8.1 27.7 7.7 7.3 11. 12.9 Queue Delay....... Total Delay 52.8 8.1 27.7 7.7 7.3 11. 12.9 LOS D A C A A B B Approach Delay 26.7 27.7 7.4 12.9 Approach LOS C C A B Cycle Length: 1 Actuated Cycle Length: 92.8 Natural Cycle: 65 Control Type: Semi Act-Uncoord Maximum v/c Ratio:.72 Intersection Signal Delay: 13.1 Intersection LOS: B Intersection Capacity Utilization 63.5% ICU Level of Service B Splits and Phases: 5: Finch Avenue & Brock Road Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON Synchro 7 - Report Trans-Plan Page 6

217-4-25 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 157 1 222 9 1 2 184 719 8 2 631 87 Ideal Flow (vphpl) 19 19 19 19 19 19 19 19 19 19 19 19 Lane Width 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 Total Lost time (s) 6.3 6.3 6.3 3. 6.2 6.2 6.2 Lane Util. Factor 1. 1. 1. 1..95 1..95 Frpb, ped/bikes 1..99 1. 1. 1. 1. 1. Flpb, ped/bikes 1. 1. 1. 1. 1. 1. 1. Frt 1..85.98 1. 1. 1..98 Flt Protected.95 1..96.95 1..95 1. Satd. Flow (prot) 1696 1528 1484 1731 339 1784 3249 Flt Permitted.72 1..78.3 1..35 1. Satd. Flow (perm) 1279 1528 1196 546 339 662 3249 Peak-hour factor, PHF.92.92.92.92.92.92.92.92.92.92.92.92 Adj. Flow (vph) 171 1 241 1 1 2 2 782 9 2 686 95 RTOR Reduction (vph) 196 2 1 1 Lane Group Flow (vph) 172 45 11 2 79 2 771 Confl. Peds. (#/hr) 2 2 7 1 1 7 Confl. Bikes (#/hr) 1 Heavy Vehicles (%) 5% 1% 3% 25% % % 3% 5% 14% % 8% 3% Turn Type Perm Perm Perm pm+pt Perm Protected Phases 4 8 5 2 6 Permitted Phases 4 4 8 2 6 Actuated Green, G (s) 17.3 17.3 17.3 63. 63. 52.3 52.3 Effective Green, g (s) 17.3 17.3 17.3 63. 63. 52.3 52.3 Actuated g/c Ratio.19.19.19.68.68.56.56 Clearance Time (s) 6.3 6.3 6.3 3. 6.2 6.2 6.2 Vehicle Extension (s) 3. 3. 3. 3. 3. 3. 3. Lane Grp Cap (vph) 238 285 223 469 231 373 1831 v/s Ratio Prot c.4.23.24 v/s Ratio Perm c.13.3.1 c.25. v/c Ratio.72.16.5.43.34.1.42 Uniform Delay, d1 35.5 31.6 31. 6. 6.2 8.9 11.6 Progression Factor 1. 1. 1. 1. 1. 1. 1. Incremental Delay, d2 1.3.3.1.6.4..7 Delay (s) 45.8 31.9 31.1 6.6 6.6 8.9 12.3 Level of Service D C C A A A B Approach Delay (s) 37.7 31.1 6.6 12.3 Approach LOS D C A B HCM Average Control Delay 14.6 HCM Level of Service B HCM Volume to Capacity ratio.47 Actuated Cycle Length (s) 92.8 Sum of lost time (s) 9.3 Intersection Capacity Utilization 63.5% ICU Level of Service B c Critical Lane Group Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON Synchro 7 - Report Trans-Plan Page 7 217-4-25 Lane Group EBL EBT WBT NBL NBT SBT Volume (vph) 56 175 182 854 Turn Type Perm Perm Protected Phases 4 8 2 6 Permitted Phases 4 2 Detector Phase 4 4 8 2 2 6 Switch Phase Minimum Initial (s) 8. 8. 8. 2. 2. 2. Minimum Split (s) 25.7 25.7 25.7 26.2 26.2 26.2 Total Split (s) 3. 3. 3. 7. 7. 7. Total Split (%) 3.% 3.% 3.% 7.% 7.% 7.% Yellow Time (s) 3.7 3.7 3.7 4.6 4.6 4.6 All-Red Time (s) 2. 2. 2. 1.6 1.6 1.6 Lost Time Adjust (s)...... Total Lost Time (s) 5.7 5.7 5.7 6.2 6.2 6.2 Lead/Lag Lead-Lag Optimize? Recall Mode None None None Max Max Max Act Effct Green (s) 1.1 1.1 1.1 69.8 69.8 69.8 Actuated g/c Ratio.12.12.12.8.8.8 v/c Ratio.42.28.14.45.43.36 Control Delay 44.7 2.8 1.1 8.7 4.5 4.1 Queue Delay...... Total Delay 44.7 2.8 1.1 8.7 4.5 4.1 LOS D A A A A A Approach Delay 19.6 1.1 5.1 4.1 Approach LOS B A A A Cycle Length: 1 Actuated Cycle Length: 87.7 Natural Cycle: 7 Control Type: Semi Act-Uncoord Maximum v/c Ratio:.45 Intersection Signal Delay: 5.5 Intersection LOS: A Intersection Capacity Utilization 72.% ICU Level of Service C Splits and Phases: 1: Dellbrook Avenue & Brock Road Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON Synchro 7 - Report Trans-Plan Page 1

217-4-25 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 56 84 34 175 182 18 854 46 Ideal Flow (vphpl) 19 19 19 19 19 19 19 19 19 19 19 19 Lane Width 3.4 3.4 3.4 3.4 3.4 3.4 3.5 3.5 3.5 3.5 3.5 3.5 Total Lost time (s) 5.7 5.7 5.7 6.2 6.2 6.2 Lane Util. Factor 1. 1. 1. 1..95.95 Frpb, ped/bikes 1. 1..98 1. 1. 1. Flpb, ped/bikes 1. 1. 1. 1. 1. 1. Frt 1..85.86 1. 1..99 Flt Protected.95 1. 1..95 1. 1. Satd. Flow (prot) 163 1563 158 1783 3521 3392 Flt Permitted.73 1. 1..28 1. 1. Satd. Flow (perm) 1258 1563 158 534 3521 3392 Peak-hour factor, PHF.92.92.92.92.92.92.92.92.92.92.92.92 Adj. Flow (vph) 61 91 37 19 1176 2 928 5 RTOR Reduction (vph) 82 34 1 3 Lane Group Flow (vph) 61 9 4 19 1195 975 Confl. Peds. (#/hr) 2 2 2 2 2 2 Confl. Bikes (#/hr) 1 Heavy Vehicles (%) 8% % 1% % % % % 1% 6% % 4% 1% Turn Type Perm Perm Perm Perm Protected Phases 4 8 2 6 Permitted Phases 4 8 2 6 Actuated Green, G (s) 8.4 8.4 8.4 68.5 68.5 68.5 Effective Green, g (s) 8.4 8.4 8.4 68.5 68.5 68.5 Actuated g/c Ratio.9.9.9.77.77.77 Clearance Time (s) 5.7 5.7 5.7 6.2 6.2 6.2 Vehicle Extension (s) 3. 3. 3. 3. 3. 3. Lane Grp Cap (vph) 119 148 149 412 2716 2617 v/s Ratio Prot.1..34.29 v/s Ratio Perm c.5 c.36 v/c Ratio.51.6.2.46.44.37 Uniform Delay, d1 38.3 36.6 36.5 3.6 3.5 3.3 Progression Factor 1. 1. 1. 1. 1. 1. Incremental Delay, d2 3.7.2.1 3.7.5.4 Delay (s) 41.9 36.8 36.5 7.3 4. 3.7 Level of Service D D D A A A Approach Delay (s) 38.8 36.5 4.5 3.7 Approach LOS D D A A HCM Average Control Delay 6.7 HCM Level of Service A HCM Volume to Capacity ratio.47 Actuated Cycle Length (s) 88.8 Sum of lost time (s) 11.9 Intersection Capacity Utilization 72.% ICU Level of Service C c Critical Lane Group Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON Synchro 7 - Report Trans-Plan Page 2 217-4-25 Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT Volume (vph) 31 3 253 176 16 315 1233 21 878 Turn Type Perm Perm Perm pm+pt Perm Protected Phases 4 8 5 2 6 Permitted Phases 4 4 8 2 6 Detector Phase 4 4 4 8 8 5 2 6 6 Switch Phase Minimum Initial (s) 8. 8. 8. 8. 8. 5. 2. 2. 2. Minimum Split (s) 28.6 28.6 28.6 28.6 28.6 8. 25.7 25.7 25.7 Total Split (s) 54. 54. 54. 54. 54. 15. 46. 31. 31. Total Split (%) 54.% 54.% 54.% 54.% 54.% 15.% 46.% 31.% 31.% Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3. 4.2 4.2 4.2 All-Red Time (s) 2.1 2.1 2.1 2.1 2.1. 1.5 1.5 1.5 Lost Time Adjust (s)......... Total Lost Time (s) 5.4 5.4 5.4 5.4 5.4 3. 5.7 5.7 5.7 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Recall Mode None None None None None None Max Max Max Act Effct Green (s) 14.3 14.3 14.3 43.1 4.4 25.4 25.4 Actuated g/c Ratio.22.22.22.65.61.39.39 v/c Ratio.12.46.65.77.64.16.76 Control Delay 21. 5.8 32.5 25.5 1.5 18.6 23.3 Queue Delay....... Total Delay 21. 5.8 32.5 25.5 1.5 18.6 23.3 LOS C A C C B B C Approach Delay 7.6 32.5 13.5 23.2 Approach LOS A C B C Cycle Length: 1 Actuated Cycle Length: 65.9 Natural Cycle: 8 Control Type: Semi Act-Uncoord Maximum v/c Ratio:.77 Intersection Signal Delay: 17.2 Intersection LOS: B Intersection Capacity Utilization 83.6% ICU Level of Service E Splits and Phases: 2: Major Oaks Road & Brock Road Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON Synchro 7 - Report Trans-Plan Page 3

217-4-25 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 31 3 253 176 16 12 315 1233 26 21 878 34 Ideal Flow (vphpl) 19 19 19 19 19 19 19 19 19 19 19 19 Lane Width 4.8 4.8 4.8 4.8 4.8 4.8 3.5 3.5 3.5 3.5 3.5 3.5 Total Lost time (s) 5.4 5.4 5.4 3. 5.7 5.7 5.7 Lane Util. Factor 1. 1. 1. 1..95 1..95 Frpb, ped/bikes 1..98 1. 1. 1. 1. 1. Flpb, ped/bikes 1. 1. 1. 1. 1. 1. 1. Frt 1..85.99 1. 1. 1..99 Flt Protected.96 1..96.95 1..95 1. Satd. Flow (prot) 188 1745 236 1733 3488 1782 3377 Flt Permitted.73 1..73.15 1..2 1. Satd. Flow (perm) 1383 1745 1548 271 3488 372 3377 Peak-hour factor, PHF.92.92.92.92.92.92.92.92.92.92.92.92 Adj. Flow (vph) 34 3 275 191 17 13 342 134 28 23 954 37 RTOR Reduction (vph) 215 3 1 2 Lane Group Flow (vph) 37 6 218 342 1367 23 989 Confl. Peds. (#/hr) 1 7 7 1 6 6 6 6 Heavy Vehicles (%) 15% % 3% % % % 3% 2% % % 5% 5% Turn Type Perm Perm Perm pm+pt Perm Protected Phases 4 8 5 2 6 Permitted Phases 4 4 8 2 6 Actuated Green, G (s) 14.3 14.3 14.3 4.4 4.4 25.4 25.4 Effective Green, g (s) 14.3 14.3 14.3 4.4 4.4 25.4 25.4 Actuated g/c Ratio.22.22.22.61.61.39.39 Clearance Time (s) 5.4 5.4 5.4 3. 5.7 5.7 5.7 Vehicle Extension (s) 3. 3. 3. 3. 3. 3. 3. Lane Grp Cap (vph) 31 379 336 433 2142 144 134 v/s Ratio Prot c.14.39.29 v/s Ratio Perm.3.3 c.14 c.34.6 v/c Ratio.12.16.65.79.64.16.76 Uniform Delay, d1 2.7 2.9 23.5 12.6 8.1 13.2 17.5 Progression Factor 1. 1. 1. 1. 1. 1. 1. Incremental Delay, d2.2.2 4.3 9.3 1.5 2.4 4.2 Delay (s) 2.9 21.1 27.7 21.9 9.5 15.6 21.7 Level of Service C C C C A B C Approach Delay (s) 21. 27.7 12. 21.6 Approach LOS C C B C HCM Average Control Delay 16.9 HCM Level of Service B HCM Volume to Capacity ratio.71 Actuated Cycle Length (s) 65.8 Sum of lost time (s) 8.4 Intersection Capacity Utilization 83.6% ICU Level of Service E c Critical Lane Group Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON Synchro 7 - Report Trans-Plan Page 4 217-4-25 Movement WBL WBR NBT NBR SBL SBT Volume (veh/h) 27 1423 17 17 12 Sign Control Stop Free Free Grade % % % Peak Hour Factor.92.92.92.92.92.92 Hourly flow rate (vph) 29 1547 185 116 134 Pedestrians 22 Lane Width (m) 4.8 Walking Speed (m/s) 1.2 Percent Blockage 2 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 369 222 px, platoon unblocked.84.74.74 vc, conflicting volume 2454 795 1754 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 121 1 135 tc, single (s) 6.8 6.9 4.1 tc, 2 stage (s) tf (s) 3.5 3.3 2.2 p queue free % 1 96 7 cm capacity (veh/h) 14 781 385 Direction, Lane # WB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total 29 773 773 185 116 652 652 Volume Left 116 Volume Right 29 185 csh 781 17 17 17 385 17 17 Volume to Capacity.4.45.45.11.3.38.38 Queue Length 95th (m).9... 1... Control Delay (s) 9.8... 18.3.. Lane LOS A C Approach Delay (s) 9.8. 1.5 Approach LOS A Average Delay.8 Intersection Capacity Utilization 51.9% ICU Level of Service A Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON Synchro 7 - Report Trans-Plan Page 5

217-4-25 Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT Volume (vph) 219 11 249 2 3 227 1367 5 146 Turn Type Perm Perm Perm pm+pt Perm Protected Phases 4 8 5 2 6 Permitted Phases 4 4 8 2 6 Detector Phase 4 4 4 8 8 5 2 6 6 Switch Phase Minimum Initial (s) 8. 8. 8. 8. 8. 5. 2. 2. 2. Minimum Split (s) 26.3 26.3 26.3 26.3 26.3 8. 27.7 26.2 26.2 Total Split (s) 33. 33. 33. 33. 33. 13. 67. 54. 54. Total Split (%) 33.% 33.% 33.% 33.% 33.% 13.% 67.% 54.% 54.% Yellow Time (s) 4.2 4.2 4.2 4.2 4.2 3. 4.2 4.2 4.2 All-Red Time (s) 2.1 2.1 2.1 2.1 2.1. 2. 2. 2. Lost Time Adjust (s)......... Total Lost Time (s) 6.3 6.3 6.3 6.3 6.3 3. 6.2 6.2 6.2 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Recall Mode None None None None None None Max Max Max Act Effct Green (s) 22.3 22.3 22.3 64.2 61. 47.9 47.9 Actuated g/c Ratio.23.23.23.67.64.5.5 v/c Ratio.84.52.11.84.68.5.77 Control Delay 58.8 11. 24.3 42.5 14. 15.4 23.8 Queue Delay....... Total Delay 58.8 11. 24.3 42.5 14. 15.4 23.8 LOS E B C D B B C Approach Delay 33.9 24.3 18. 23.8 Approach LOS C C B C Cycle Length: 1 Actuated Cycle Length: 95.8 Natural Cycle: 8 Control Type: Semi Act-Uncoord Maximum v/c Ratio:.84 Intersection Signal Delay: 22.4 Intersection LOS: C Intersection Capacity Utilization 87.1% ICU Level of Service E Splits and Phases: 5: Finch Avenue & Brock Road Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON Synchro 7 - Report Trans-Plan Page 6 217-4-25 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 219 11 249 2 3 6 227 1367 18 5 146 149 Ideal Flow (vphpl) 19 19 19 19 19 19 19 19 19 19 19 19 Lane Width 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 Total Lost time (s) 6.3 6.3 6.3 3. 6.2 6.2 6.2 Lane Util. Factor 1. 1. 1. 1..95 1..95 Frpb, ped/bikes 1..99 1. 1. 1. 1..99 Flpb, ped/bikes 1. 1. 1. 1. 1. 1. 1. Frt 1..85.97 1. 1. 1..98 Flt Protected.95 1..97.95 1..95 1. Satd. Flow (prot) 172 151 1627 1767 3457 1428 3344 Flt Permitted.71 1..74.1 1..14 1. Satd. Flow (perm) 1284 151 1245 193 3457 215 3344 Peak-hour factor, PHF.92.92.92.92.92.92.92.92.92.92.92.92 Adj. Flow (vph) 238 12 271 22 3 7 247 1486 2 5 1137 162 RTOR Reduction (vph) 17 5 1 1 Lane Group Flow (vph) 25 11 27 247 155 5 1289 Confl. Peds. (#/hr) 1 1 16 16 Confl. Bikes (#/hr) 1 1 Heavy Vehicles (%) 4% 1% 5% 12% % % 1% 3% 6% 25% 4% 4% Turn Type Perm Perm Perm pm+pt Perm Protected Phases 4 8 5 2 6 Permitted Phases 4 4 8 2 6 Actuated Green, G (s) 22.3 22.3 22.3 61. 61. 48. 48. Effective Green, g (s) 22.3 22.3 22.3 61. 61. 48. 48. Actuated g/c Ratio.23.23.23.64.64.5.5 Clearance Time (s) 6.3 6.3 6.3 3. 6.2 6.2 6.2 Vehicle Extension (s) 3. 3. 3. 3. 3. 3. 3. Lane Grp Cap (vph) 299 349 29 287 221 18 1675 v/s Ratio Prot c.9.44.39 v/s Ratio Perm c.19.7.2 c.46.2 v/c Ratio.84.29.9.86.68.5.77 Uniform Delay, d1 35. 3.2 28.8 2.5 11.2 12.2 19.4 Progression Factor 1. 1. 1. 1. 1. 1. 1. Incremental Delay, d2 18..5.1 22.2 1.7.8 3.5 Delay (s) 53. 3.7 28.9 42.7 12.9 13. 22.9 Level of Service D C C D B B C Approach Delay (s) 41.4 28.9 17.1 22.8 Approach LOS D C B C HCM Average Control Delay 22.8 HCM Level of Service C HCM Volume to Capacity ratio.82 Actuated Cycle Length (s) 95.8 Sum of lost time (s) 9.3 Intersection Capacity Utilization 87.1% ICU Level of Service E c Critical Lane Group Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON Synchro 7 - Report Trans-Plan Page 7

217-4-25 Lane Group EBL EBT WBT NBL NBT SBL SBT Volume (vph) 6 6 591 18 1213 Turn Type Perm Perm Perm Protected Phases 4 8 2 6 Permitted Phases 4 2 6 Detector Phase 4 4 8 2 2 6 6 Switch Phase Minimum Initial (s) 8. 8. 8. 2. 2. 2. 2. Minimum Split (s) 25.7 25.7 25.7 26.2 26.2 26.2 26.2 Total Split (s) 3. 3. 3. 7. 7. 7. 7. Total Split (%) 3.% 3.% 3.% 7.% 7.% 7.% 7.% Yellow Time (s) 3.7 3.7 3.7 4.6 4.6 4.6 4.6 All-Red Time (s) 2. 2. 2. 1.6 1.6 1.6 1.6 Lost Time Adjust (s)....... Total Lost Time (s) 5.7 5.7 5.7 6.2 6.2 6.2 6.2 Lead/Lag Lead-Lag Optimize? Recall Mode None None None Max Max Max Max Act Effct Green (s) 15. 15. 15. 65.6 65.6 65.6 65.6 Actuated g/c Ratio.16.16.16.71.71.71.71 v/c Ratio.33.73.4.31.28.4.57 Control Delay 37.1 39..2 11.3 5.8 5.7 8.4 Queue Delay....... Total Delay 37.1 39..2 11.3 5.8 5.7 8.4 LOS D D A B A A A Approach Delay 38.6.2 6.3 8.4 Approach LOS D A A A Cycle Length: 1 Actuated Cycle Length: 92.5 Natural Cycle: 6 Control Type: Semi Act-Uncoord Maximum v/c Ratio:.73 Intersection Signal Delay: 11.3 Intersection LOS: B Intersection Capacity Utilization 72.9% ICU Level of Service C Splits and Phases: 1: Dellbrook Avenue & Brock Road Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON Synchro 7 - Report Trans-Plan Page 1 217-4-25 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 6 28 18 6 591 2 18 1213 46 Ideal Flow (vphpl) 19 19 19 19 19 19 19 19 19 19 19 19 Lane Width 3.4 3.4 3.4 3.4 3.4 3.4 3.5 3.5 3.5 3.5 3.5 3.5 Total Lost time (s) 5.7 5.7 5.7 6.2 6.2 6.2 6.2 Lane Util. Factor 1. 1. 1. 1..95 1..95 Frpb, ped/bikes 1..99 1. 1. 1. 1. 1. Flpb, ped/bikes 1. 1. 1. 1. 1. 1. 1. Frt 1..85.86 1. 1. 1..99 Flt Protected.95 1. 1..95 1..95 1. Satd. Flow (prot) 1576 1543 167 1749 3297 1785 34 Flt Permitted.74 1. 1..16 1..4 1. Satd. Flow (perm) 1235 1543 167 3 3297 747 34 Peak-hour factor, PHF.92.92.92.92.92.92.92.92.92.92.92.92 Adj. Flow (vph) 65 226 2 65 642 22 2 1318 5 RTOR Reduction (vph) 58 17 2 2 Lane Group Flow (vph) 65 168 3 65 662 2 1366 Confl. Peds. (#/hr) 1 1 1 1 Heavy Vehicles (%) 12% % 1% % % % 2% 8% % % 4% 13% Turn Type Perm Perm Perm Perm Protected Phases 4 8 2 6 Permitted Phases 4 8 2 6 Actuated Green, G (s) 15. 15. 15. 65.6 65.6 65.6 65.6 Effective Green, g (s) 15. 15. 15. 65.6 65.6 65.6 65.6 Actuated g/c Ratio.16.16.16.71.71.71.71 Clearance Time (s) 5.7 5.7 5.7 6.2 6.2 6.2 6.2 Vehicle Extension (s) 3. 3. 3. 3. 3. 3. 3. Lane Grp Cap (vph) 2 25 261 213 2338 53 2411 v/s Ratio Prot c.11..2 c.4 v/s Ratio Perm.5.22.3 v/c Ratio.33.67.1.31.28.4.57 Uniform Delay, d1 34.3 36.4 32.5 5. 4.9 4. 6.5 Progression Factor 1. 1. 1. 1. 1. 1. 1. Incremental Delay, d2 1. 7.. 3.7.3.1 1. Delay (s) 35.2 43.4 32.6 8.7 5.2 4.2 7.5 Level of Service D D C A A A A Approach Delay (s) 41.6 32.6 5.5 7.5 Approach LOS D C A A HCM Average Control Delay 11.2 HCM Level of Service B HCM Volume to Capacity ratio.59 Actuated Cycle Length (s) 92.5 Sum of lost time (s) 11.9 Intersection Capacity Utilization 72.9% ICU Level of Service C c Critical Lane Group Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON Synchro 7 - Report Trans-Plan Page 2

217-4-25 Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT Volume (vph) 42 348 14 6 128 615 6 1397 Turn Type Perm Perm Perm pm+pt Perm Protected Phases 4 8 5 2 6 Permitted Phases 4 4 8 2 6 Detector Phase 4 4 4 8 8 5 2 6 6 Switch Phase Minimum Initial (s) 8. 8. 8. 8. 8. 5. 2. 2. 2. Minimum Split (s) 28.6 28.6 28.6 28.6 28.6 9. 25.7 25.7 25.7 Total Split (s) 34. 34. 34. 34. 34. 9. 66. 57. 57. Total Split (%) 34.% 34.% 34.% 34.% 34.% 9.% 66.% 57.% 57.% Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3. 4.2 4.2 4.2 All-Red Time (s) 2.1 2.1 2.1 2.1 2.1. 1.5 1.5 1.5 Lost Time Adjust (s)......... Total Lost Time (s) 5.4 5.4 5.4 5.4 5.4 3. 5.7 5.7 5.7 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Recall Mode None None None None None None Max Max Max Act Effct Green (s) 18.4 18.4 18.4 63.3 6.6 51.6 51.6 Actuated g/c Ratio.2.2.2.7.67.57.57 v/c Ratio.15.8.55.67.3.2.77 Control Delay 29.3 35. 37.5 29.8 7.3 11.3 19.4 Queue Delay....... Total Delay 29.3 35. 37.5 29.8 7.3 11.3 19.4 LOS C D D C A B B Approach Delay 34.4 37.5 11.2 19.4 Approach LOS C D B B Cycle Length: 1 Actuated Cycle Length: 9.2 Natural Cycle: 8 Control Type: Semi Act-Uncoord Maximum v/c Ratio:.8 Intersection Signal Delay: 2.4 Intersection LOS: C Intersection Capacity Utilization 83.3% ICU Level of Service E Splits and Phases: 2: Major Oaks Road & Brock Road Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON Synchro 7 - Report Trans-Plan Page 3 217-4-25 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 42 348 14 6 13 128 615 6 6 1397 18 Ideal Flow (vphpl) 19 19 19 19 19 19 19 19 19 19 19 19 Lane Width 4.8 4.8 4.8 4.8 4.8 4.8 3.5 3.5 3.5 3.5 3.5 3.5 Total Lost time (s) 5.4 5.4 5.4 3. 5.7 5.7 5.7 Lane Util. Factor 1. 1. 1. 1..95 1..95 Frt 1..85.99 1. 1. 1. 1. Flt Protected.95 1..96.95 1..95 1. Satd. Flow (prot) 1986 1794 24 1716 3297 119 3487 Flt Permitted.73 1..72.8 1..4 1. Satd. Flow (perm) 1524 1794 1532 143 3297 495 3487 Peak-hour factor, PHF.92.92.92.92.92.92.92.92.92.92.92.92 Adj. Flow (vph) 46 378 152 7 14 139 668 7 7 1518 2 RTOR Reduction (vph) 15 3 1 1 Lane Group Flow (vph) 46 273 17 139 674 7 1537 Heavy Vehicles (%) 3% % 2% % % % 4% 8% 2% 5% 2% 15% Turn Type Perm Perm Perm pm+pt Perm Protected Phases 4 8 5 2 6 Permitted Phases 4 4 8 2 6 Actuated Green, G (s) 18.4 18.4 18.4 6.6 6.6 51.6 51.6 Effective Green, g (s) 18.4 18.4 18.4 6.6 6.6 51.6 51.6 Actuated g/c Ratio.2.2.2.67.67.57.57 Clearance Time (s) 5.4 5.4 5.4 3. 5.7 5.7 5.7 Vehicle Extension (s) 3. 3. 3. 3. 3. 3. 3. Lane Grp Cap (vph) 311 366 313 21 2218 283 1997 v/s Ratio Prot c.5.2 c.44 v/s Ratio Perm.3 c.15.11.42.1 v/c Ratio.15.75.54.69.3.2.77 Uniform Delay, d1 29.4 33.7 32.1 13.8 6.1 8.3 14.7 Progression Factor 1. 1. 1. 1. 1. 1. 1. Incremental Delay, d2.2 8. 1.9 9.8.4.2 2.9 Delay (s) 29.6 41.7 34. 23.6 6.4 8.5 17.6 Level of Service C D C C A A B Approach Delay (s) 4.4 34. 9.4 17.6 Approach LOS D C A B HCM Average Control Delay 19.6 HCM Level of Service B HCM Volume to Capacity ratio.76 Actuated Cycle Length (s) 9.1 Sum of lost time (s) 14.1 Intersection Capacity Utilization 83.3% ICU Level of Service E c Critical Lane Group Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON Synchro 7 - Report Trans-Plan Page 4

217-4-25 Movement WBL WBR NBT NBR SBL SBT Volume (veh/h) 34 714 1941 Sign Control Stop Free Free Grade % % % Peak Hour Factor.92.92.92.92.92.92 Hourly flow rate (vph) 37 776 211 Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 166 px, platoon unblocked.64 vc, conflicting volume 1831 388 776 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 1177 388 776 tc, single (s) 6.8 6.9 4.1 tc, 2 stage (s) tf (s) 3.5 3.3 2.2 p queue free % 1 94 1 cm capacity (veh/h) 12 616 849 Direction, Lane # WB 1 NB 1 NB 2 SB 1 SB 2 Volume Total 37 388 388 155 155 Volume Left Volume Right 37 csh 616 17 17 17 17 Volume to Capacity.6.23.23.62.62 Queue Length 95th (m) 1.5.... Control Delay (s) 11.2.... Lane LOS B Approach Delay (s) 11.2.. Approach LOS B Average Delay.1 Intersection Capacity Utilization 57.% ICU Level of Service B Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON Synchro 7 - Report Trans-Plan Page 5 217-4-25 Movement WBL WBR NBT NBR SBL SBT Volume (veh/h) 18 696 63 66 182 Sign Control Stop Free Free Grade % % % Peak Hour Factor.92.92.92.92.92.92 Hourly flow rate (vph) 2 757 68 72 1978 Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 369 222 px, platoon unblocked.65 vc, conflicting volume 1889 378 825 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 13 378 825 tc, single (s) 6.8 6.9 4.1 tc, 2 stage (s) tf (s) 3.5 3.3 2.2 p queue free % 1 97 91 cm capacity (veh/h) 93 625 814 Direction, Lane # WB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total 2 378 378 68 72 989 989 Volume Left 72 Volume Right 2 68 csh 625 17 17 17 814 17 17 Volume to Capacity.3.22.22.4.9.58.58 Queue Length 95th (m).8... 2.3.. Control Delay (s) 1.9... 9.8.. Lane LOS B A Approach Delay (s) 1.9..3 Approach LOS B Average Delay.3 Intersection Capacity Utilization 53.6% ICU Level of Service A Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON Synchro 7 - Report Trans-Plan Page 6

217-4-25 Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT Volume (vph) 128 2 272 18 6 146 622 5 1572 Turn Type Perm Perm Perm pm+pt Perm Protected Phases 4 8 5 2 6 Permitted Phases 4 4 8 2 6 Detector Phase 4 4 4 8 8 5 2 6 6 Switch Phase Minimum Initial (s) 8. 8. 8. 8. 8. 5. 2. 2. 2. Minimum Split (s) 26.3 26.3 26.3 26.3 26.3 8. 27.7 26.2 26.2 Total Split (s) 28. 28. 28. 28. 28. 1. 72. 62. 62. Total Split (%) 28.% 28.% 28.% 28.% 28.% 1.% 72.% 62.% 62.% Yellow Time (s) 4.2 4.2 4.2 4.2 4.2 3. 4.2 4.2 4.2 All-Red Time (s) 2.1 2.1 2.1 2.1 2.1. 2. 2. 2. Lost Time Adjust (s)......... Total Lost Time (s) 6.3 6.3 6.3 6.3 6.3 3. 6.2 6.2 6.2 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Recall Mode None None None None None None Max Max Max Act Effct Green (s) 15.7 15.7 15.7 69.2 66. 55.9 55.9 Actuated g/c Ratio.17.17.17.73.7.59.59 v/c Ratio.68.81.17.8.3.1.98 Control Delay 53.4 37.2 27.6 46.9 6.2 9.6 36.5 Queue Delay....... Total Delay 53.4 37.2 27.6 46.9 6.2 9.6 36.5 LOS D D C D A A D Approach Delay 42.4 27.6 13.9 36.4 Approach LOS D C B D Cycle Length: 1 Actuated Cycle Length: 94.2 Natural Cycle: 1 Control Type: Semi Act-Uncoord Maximum v/c Ratio:.98 Intersection Signal Delay: 31.3 Intersection LOS: C Intersection Capacity Utilization 9.3% ICU Level of Service E Splits and Phases: 5: Finch Avenue & Brock Road Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON Synchro 7 - Report Trans-Plan Page 7 217-4-25 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 128 2 272 18 6 9 146 622 9 5 1572 241 Ideal Flow (vphpl) 19 19 19 19 19 19 19 19 19 19 19 19 Lane Width 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 Total Lost time (s) 6.3 6.3 6.3 3. 6.2 6.2 6.2 Lane Util. Factor 1. 1. 1. 1..95 1..95 Frt 1..85.96 1. 1. 1..98 Flt Protected.95 1..97.95 1..95 1. Satd. Flow (prot) 1691 1521 1545 1638 3315 1785 336 Flt Permitted.7 1..8.7 1..39 1. Satd. Flow (perm) 1245 1521 1263 117 3315 734 336 Peak-hour factor, PHF.92.92.92.92.92.92.92.92.92.92.92.92 Adj. Flow (vph) 139 2 296 2 7 1 159 676 1 5 179 262 RTOR Reduction (vph) 113 8 1 11 Lane Group Flow (vph) 141 183 29 159 685 5 196 Heavy Vehicles (%) 6% % 5% 19% 2% % 9% 7% 38% % 4% 5% Turn Type Perm Perm Perm pm+pt Perm Protected Phases 4 8 5 2 6 Permitted Phases 4 4 8 2 6 Actuated Green, G (s) 15.7 15.7 15.7 66. 66. 56. 56. Effective Green, g (s) 15.7 15.7 15.7 66. 66. 56. 56. Actuated g/c Ratio.17.17.17.7.7.59.59 Clearance Time (s) 6.3 6.3 6.3 3. 6.2 6.2 6.2 Vehicle Extension (s) 3. 3. 3. 3. 3. 3. 3. Lane Grp Cap (vph) 28 254 211 195 2323 436 1997 v/s Ratio Prot c.6.21 c.58 v/s Ratio Perm.11 c.12.2.51.1 v/c Ratio.68.72.14.82.29.1.98 Uniform Delay, d1 36.9 37.2 33.5 26.1 5.3 7.8 18.6 Progression Factor 1. 1. 1. 1. 1. 1. 1. Incremental Delay, d2 8.5 9.4.3 22.4.3. 16.2 Delay (s) 45.3 46.5 33.8 48.5 5.6 7.8 34.8 Level of Service D D C D A A C Approach Delay (s) 46.1 33.8 13.7 34.7 Approach LOS D C B C HCM Average Control Delay 3.8 HCM Level of Service C HCM Volume to Capacity ratio.91 Actuated Cycle Length (s) 94.2 Sum of lost time (s) 15.5 Intersection Capacity Utilization 9.3% ICU Level of Service E c Critical Lane Group Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON Synchro 7 - Report Trans-Plan Page 8

217-4-25 Movement EBL EBT WBT WBR SBL SBR Volume (veh/h) 43 2 12 75 6 Sign Control Free Free Stop Grade % % % Peak Hour Factor.92.92.92.92.92.92 Hourly flow rate (vph) 47 22 13 82 7 Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked vc, conflicting volume 13 128 13 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 13 128 13 tc, single (s) 4.1 6.4 6.2 tc, 2 stage (s) tf (s) 2.2 3.5 3.3 p queue free % 97 9 99 cm capacity (veh/h) 165 841 167 Direction, Lane # EB 1 WB 1 SB 1 Volume Total 68 13 88 Volume Left 47 82 Volume Right 7 csh 165 17 854 Volume to Capacity.3.1.1 Queue Length 95th (m).7. 2.7 Control Delay (s) 5.1. 9.7 Lane LOS A A Approach Delay (s) 5.1. 9.7 Approach LOS A Average Delay 7.1 Intersection Capacity Utilization 21.3% ICU Level of Service A Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON Synchro 7 - Report Trans-Plan Page 9 217-4-25 Lane Group EBL EBT WBT NBL NBT SBT Volume (vph) 24 98 553 586 Turn Type Perm Perm Protected Phases 4 8 2 6 Permitted Phases 4 2 Detector Phase 4 4 8 2 2 6 Switch Phase Minimum Initial (s) 8. 8. 8. 2. 2. 2. Minimum Split (s) 25.7 25.7 25.7 26.2 26.2 26.2 Total Split (s) 3. 3. 3. 7. 7. 7. Total Split (%) 3.% 3.% 3.% 7.% 7.% 7.% Yellow Time (s) 3.7 3.7 3.7 4.6 4.6 4.6 All-Red Time (s) 2. 2. 2. 1.6 1.6 1.6 Lost Time Adjust (s)...... Total Lost Time (s) 5.7 5.7 5.7 6.2 6.2 6.2 Lead/Lag Lead-Lag Optimize? Recall Mode None None None Max Max Max Act Effct Green (s) 8.6 8.6 8.6 73.1 73.1 73.1 Actuated g/c Ratio.1.1.1.82.82.82 v/c Ratio.24.22.1.18.23.25 Control Delay 42. 1.3. 3.7 2.9 2.9 Queue Delay...... Total Delay 42. 1.3. 3.7 2.9 2.9 LOS D A A A A A Approach Delay 11.. 3. 2.9 Approach LOS B A A A Cycle Length: 1 Actuated Cycle Length: 89.5 Natural Cycle: 55 Control Type: Semi Act-Uncoord Maximum v/c Ratio:.25 Intersection Signal Delay: 3.5 Intersection LOS: A Intersection Capacity Utilization 62.5% ICU Level of Service B Splits and Phases: 1: Dellbrook Avenue & Brock Road Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON Synchro 7 - Report Trans-Plan Page 1

217-4-25 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 24 76 5 98 553 1 586 31 Ideal Flow (vphpl) 19 19 19 19 19 19 19 19 19 19 19 19 Lane Width 3.4 3.4 3.4 3.4 3.4 3.4 3.5 3.5 3.5 3.5 3.5 3.5 Total Lost time (s) 5.7 5.7 5.7 6.2 6.2 6.2 Lane Util. Factor 1. 1. 1. 1..95.95 Frpb, ped/bikes 1..97.94 1. 1..99 Flpb, ped/bikes.95 1. 1..96 1. 1. Frt 1..85.86 1. 1..99 Flt Protected.95 1. 1..95 1. 1. Satd. Flow (prot) 1415 149 1511 1721 3274 3245 Flt Permitted.75 1. 1..4 1. 1. Satd. Flow (perm) 1124 149 1511 719 3274 3245 Peak-hour factor, PHF.92.92.92.92.92.92.92.92.92.92.92.92 Adj. Flow (vph) 26 83 5 17 61 1 637 34 RTOR Reduction (vph) 77 5 2 Lane Group Flow (vph) 26 6 17 62 669 Confl. Peds. (#/hr) 34 12 12 34 34 71 71 34 Confl. Bikes (#/hr) 1 Heavy Vehicles (%) 19% % 3% % % % % 9% % % 8% 19% Turn Type Perm Perm Perm Perm Protected Phases 4 8 2 6 Permitted Phases 4 8 2 6 Actuated Green, G (s) 6.9 6.9 6.9 71.8 71.8 71.8 Effective Green, g (s) 6.9 6.9 6.9 71.8 71.8 71.8 Actuated g/c Ratio.8.8.8.79.79.79 Clearance Time (s) 5.7 5.7 5.7 6.2 6.2 6.2 Vehicle Extension (s) 3. 3. 3. 3. 3. 3. Lane Grp Cap (vph) 86 113 115 57 2595 2572 v/s Ratio Prot...18 c.21 v/s Ratio Perm c.2.15 v/c Ratio.3.6..19.23.26 Uniform Delay, d1 39.6 38.8 38.7 2.3 2.4 2.5 Progression Factor 1. 1. 1. 1. 1. 1. Incremental Delay, d2 2..2..7.2.2 Delay (s) 41.6 39. 38.7 3. 2.6 2.7 Level of Service D D D A A A Approach Delay (s) 39.6 38.7 2.7 2.7 Approach LOS D D A A HCM Average Control Delay 5.5 HCM Level of Service A HCM Volume to Capacity ratio.26 Actuated Cycle Length (s) 9.6 Sum of lost time (s) 11.9 Intersection Capacity Utilization 62.5% ICU Level of Service B c Critical Lane Group Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON Synchro 7 - Report Trans-Plan Page 2 217-4-25 Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT Volume (vph) 26 1 197 51 1 223 618 18 626 Turn Type Perm Perm Perm pm+pt Perm Protected Phases 4 8 5 2 6 Permitted Phases 4 4 8 2 6 Detector Phase 4 4 4 8 8 5 2 6 6 Switch Phase Minimum Initial (s) 8. 8. 8. 8. 8. 5. 2. 2. 2. Minimum Split (s) 28.6 28.6 28.6 28.6 28.6 8. 25.7 25.7 25.7 Total Split (s) 4. 4. 4. 4. 4. 1. 6. 5. 5. Total Split (%) 4.% 4.% 4.% 4.% 4.% 1.% 6.% 5.% 5.% Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3. 4.2 4.2 4.2 All-Red Time (s) 2.1 2.1 2.1 2.1 2.1. 1.5 1.5 1.5 Lost Time Adjust (s)......... Total Lost Time (s) 5.4 5.4 5.4 5.4 5.4 3. 5.7 5.7 5.7 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Recall Mode None None None None None None Max Max Max Act Effct Green (s) 9.1 9.1 9.1 57. 54.3 44.4 44.4 Actuated g/c Ratio.12.12.12.77.73.6.6 v/c Ratio.14.55.38.41.28.5.34 Control Delay 3.7 1.5 33.4 4.7 3.9 7.2 8.4 Queue Delay....... Total Delay 3.7 1.5 33.4 4.7 3.9 7.2 8.4 LOS C B C A A A A Approach Delay 12.9 33.4 4.1 8.3 Approach LOS B C A A Cycle Length: 1 Actuated Cycle Length: 74.5 Natural Cycle: 65 Control Type: Semi Act-Uncoord Maximum v/c Ratio:.55 Intersection Signal Delay: 7.8 Intersection LOS: A Intersection Capacity Utilization 65.7% ICU Level of Service C Splits and Phases: 2: Major Oaks Road & Brock Road Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON Synchro 7 - Report Trans-Plan Page 3

217-4-25 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 26 1 197 51 1 8 223 618 28 18 626 18 Ideal Flow (vphpl) 19 19 19 19 19 19 19 19 19 19 19 19 Lane Width 4.8 4.8 4.8 4.8 4.8 4.8 3.5 3.5 3.5 3.5 3.5 3.5 Total Lost time (s) 5.4 5.4 5.4 3. 5.7 5.7 5.7 Lane Util. Factor 1. 1. 1. 1..95 1..95 Frpb, ped/bikes 1..94 1. 1. 1. 1. 1. Flpb, ped/bikes 1. 1..96 1. 1. 1. 1. Frt 1..85.98 1..99 1. 1. Flt Protected.95 1..96.95 1..95 1. Satd. Flow (prot) 252 1699 1966 1747 3394 1779 3418 Flt Permitted.78 1..77.34 1..38 1. Satd. Flow (perm) 1668 1699 156 633 3394 72 3418 Peak-hour factor, PHF.92.92.92.92.92.92.92.92.92.92.92.92 Adj. Flow (vph) 28 1 214 55 11 9 242 672 3 2 68 2 RTOR Reduction (vph) 188 7 2 2 Lane Group Flow (vph) 29 26 68 242 7 2 698 Confl. Peds. (#/hr) 1 53 53 1 8 5 5 8 Heavy Vehicles (%) % % 1% % % % 2% 4% 13% % 4% % Turn Type Perm Perm Perm pm+pt Perm Protected Phases 4 8 5 2 6 Permitted Phases 4 4 8 2 6 Actuated Green, G (s) 9.1 9.1 9.1 54.3 54.3 44.4 44.4 Effective Green, g (s) 9.1 9.1 9.1 54.3 54.3 44.4 44.4 Actuated g/c Ratio.12.12.12.73.73.6.6 Clearance Time (s) 5.4 5.4 5.4 3. 5.7 5.7 5.7 Vehicle Extension (s) 3. 3. 3. 3. 3. 3. 3. Lane Grp Cap (vph) 24 28 191 565 2474 429 237 v/s Ratio Prot c.4.21.2 v/s Ratio Perm.2.2 c.4 c.27.3 v/c Ratio.14.13.36.43.28.5.34 Uniform Delay, d1 29.2 29.2 3. 3.4 3.5 6.3 7.6 Progression Factor 1. 1. 1. 1. 1. 1. 1. Incremental Delay, d2.3.3 1.1.5.3.2.5 Delay (s) 29.5 29.4 31.2 4. 3.7 6.5 8.1 Level of Service C C C A A A A Approach Delay (s) 29.4 31.2 3.8 8.1 Approach LOS C C A A HCM Average Control Delay 9.5 HCM Level of Service A HCM Volume to Capacity ratio.4 Actuated Cycle Length (s) 74.5 Sum of lost time (s) 8.4 Intersection Capacity Utilization 65.7% ICU Level of Service C c Critical Lane Group Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON Synchro 7 - Report Trans-Plan Page 4 217-4-25 Movement WBL WBR NBT NBR SBL SBT Volume (veh/h) 23 894 874 Sign Control Stop Free Free Grade % % % Peak Hour Factor.92.92.92.92.92.92 Hourly flow rate (vph) 25 972 95 Pedestrians 117 Lane Width (m) 3.8 Walking Speed (m/s) 1.2 Percent Blockage 1 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 166 px, platoon unblocked.92 vc, conflicting volume 1564 63 189 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 1433 63 189 tc, single (s) 6.8 6.9 4.1 tc, 2 stage (s) tf (s) 3.5 3.3 2.2 p queue free % 1 94 1 cm capacity (veh/h) 15 41 582 Direction, Lane # WB 1 NB 1 NB 2 SB 1 SB 2 Volume Total 25 486 486 475 475 Volume Left Volume Right 25 csh 41 17 17 17 17 Volume to Capacity.6.29.29.28.28 Queue Length 95th (m) 1.6.... Control Delay (s) 14.6.... Lane LOS B Approach Delay (s) 14.6.. Approach LOS B Average Delay.2 Intersection Capacity Utilization 34.7% ICU Level of Service A Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON Synchro 7 - Report Trans-Plan Page 5

217-4-25 Movement WBL WBR NBT NBR SBL SBT Volume (veh/h) 12 834 171 13 744 Sign Control Stop Free Free Grade % % % Peak Hour Factor.92.92.92.92.92.92 Hourly flow rate (vph) 13 97 186 141 89 Pedestrians 62 Lane Width (m) 4.8 Walking Speed (m/s) 1.2 Percent Blockage 7 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 369 222 px, platoon unblocked.98.98.98 vc, conflicting volume 1655 515 1154 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 152 457 1111 tc, single (s) 6.8 6.9 4.1 tc, 2 stage (s) tf (s) 3.5 3.3 2.2 p queue free % 1 97 76 cm capacity (veh/h) 77 56 579 Direction, Lane # WB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total 13 453 453 186 141 44 44 Volume Left 141 Volume Right 13 186 csh 56 17 17 17 579 17 17 Volume to Capacity.3.27.27.11.24.24.24 Queue Length 95th (m).6... 7.6.. Control Delay (s) 12.3... 13.2.. Lane LOS B B Approach Delay (s) 12.3. 2. Approach LOS B Average Delay 1. Intersection Capacity Utilization 36.9% ICU Level of Service A Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON Synchro 7 - Report Trans-Plan Page 6 217-4-25 Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT Volume (vph) 182 1 222 9 1 184 82 2 649 Turn Type Perm Perm Perm pm+pt Perm Protected Phases 4 8 5 2 6 Permitted Phases 4 4 8 2 6 Detector Phase 4 4 4 8 8 5 2 6 6 Switch Phase Minimum Initial (s) 8. 8. 8. 8. 8. 5. 2. 2. 2. Minimum Split (s) 26.3 26.3 26.3 26.3 26.3 8. 27.7 26.2 26.2 Total Split (s) 31. 31. 31. 31. 31. 11. 69. 58. 58. Total Split (%) 31.% 31.% 31.% 31.% 31.% 11.% 69.% 58.% 58.% Yellow Time (s) 4.2 4.2 4.2 4.2 4.2 3. 4.2 4.2 4.2 All-Red Time (s) 2.1 2.1 2.1 2.1 2.1. 2. 2. 2. Lost Time Adjust (s)......... Total Lost Time (s) 6.3 6.3 6.3 6.3 6.3 3. 6.2 6.2 6.2 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Recall Mode None None None None None None Max Max Max Act Effct Green (s) 18.9 18.9 18.9 66.2 62.9 52.2 52.2 Actuated g/c Ratio.2.2.2.7.67.55.55 v/c Ratio.78.48.5.43.4.1.45 Control Delay 56.2 7.7 27.2 8.5 8.3 11.5 13.8 Queue Delay....... Total Delay 56.2 7.7 27.2 8.5 8.3 11.5 13.8 LOS E A C A A B B Approach Delay 29.6 27.2 8.4 13.8 Approach LOS C C A B Cycle Length: 1 Actuated Cycle Length: 94.4 Natural Cycle: 65 Control Type: Semi Act-Uncoord Maximum v/c Ratio:.78 Intersection Signal Delay: 14.3 Intersection LOS: B Intersection Capacity Utilization 67.8% ICU Level of Service C Splits and Phases: 5: Finch Avenue & Brock Road Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON Synchro 7 - Report Trans-Plan Page 7

217-4-25 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 182 1 222 9 1 2 184 82 8 2 649 92 Ideal Flow (vphpl) 19 19 19 19 19 19 19 19 19 19 19 19 Lane Width 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 Total Lost time (s) 6.3 6.3 6.3 3. 6.2 6.2 6.2 Lane Util. Factor 1. 1. 1. 1..95 1..95 Frpb, ped/bikes 1..99 1. 1. 1. 1. 1. Flpb, ped/bikes 1. 1. 1. 1. 1. 1. 1. Frt 1..85.98 1. 1. 1..98 Flt Protected.95 1..96.95 1..95 1. Satd. Flow (prot) 1697 1528 1484 1731 3391 1784 3248 Flt Permitted.72 1..78.29 1..32 1. Satd. Flow (perm) 1279 1528 1195 522 3391 594 3248 Peak-hour factor, PHF.92.92.92.92.92.92.92.92.92.92.92.92 Adj. Flow (vph) 198 1 241 1 1 2 2 891 9 2 75 1 RTOR Reduction (vph) 193 2 1 1 Lane Group Flow (vph) 199 48 11 2 899 2 795 Confl. Peds. (#/hr) 2 2 7 1 1 7 Confl. Bikes (#/hr) 1 Heavy Vehicles (%) 5% 1% 3% 25% % % 3% 5% 14% % 8% 3% Turn Type Perm Perm Perm pm+pt Perm Protected Phases 4 8 5 2 6 Permitted Phases 4 4 8 2 6 Actuated Green, G (s) 18.9 18.9 18.9 63. 63. 52.3 52.3 Effective Green, g (s) 18.9 18.9 18.9 63. 63. 52.3 52.3 Actuated g/c Ratio.2.2.2.67.67.55.55 Clearance Time (s) 6.3 6.3 6.3 3. 6.2 6.2 6.2 Vehicle Extension (s) 3. 3. 3. 3. 3. 3. 3. Lane Grp Cap (vph) 256 36 239 447 2263 329 1799 v/s Ratio Prot c.4.27.24 v/s Ratio Perm c.16.3.1 c.26. v/c Ratio.78.16.5.45.4.1.44 Uniform Delay, d1 35.8 31.2 3.5 6.6 7.1 9.4 12.4 Progression Factor 1. 1. 1. 1. 1. 1. 1. Incremental Delay, d2 13.8.2.1.7.5..8 Delay (s) 49.5 31.4 3.6 7.4 7.6 9.5 13.2 Level of Service D C C A A A B Approach Delay (s) 39.6 3.6 7.6 13.2 Approach LOS D C A B HCM Average Control Delay 15.6 HCM Level of Service B HCM Volume to Capacity ratio.5 Actuated Cycle Length (s) 94.4 Sum of lost time (s) 9.3 Intersection Capacity Utilization 67.8% ICU Level of Service C c Critical Lane Group Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON Synchro 7 - Report Trans-Plan Page 8 217-4-25 Movement EBL EBT WBT WBR SBL SBR Volume (veh/h) 127 44 9 26 3 Sign Control Free Free Stop Grade % % % Peak Hour Factor.92.92.92.92.92.92 Hourly flow rate (vph) 138 48 1 28 3 Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked vc, conflicting volume 1 334 1 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 1 334 1 tc, single (s) 4.1 6.4 6.2 tc, 2 stage (s) tf (s) 2.2 3.5 3.3 p queue free % 91 95 1 cm capacity (veh/h) 1623 69 178 Direction, Lane # EB 1 WB 1 SB 1 Volume Total 186 1 32 Volume Left 138 28 Volume Right 3 csh 1623 17 638 Volume to Capacity.9.1.5 Queue Length 95th (m) 2.2. 1.2 Control Delay (s) 5.7. 1.9 Lane LOS A B Approach Delay (s) 5.7. 1.9 Approach LOS B Average Delay 6.2 Intersection Capacity Utilization 26.% ICU Level of Service A Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON Synchro 7 - Report Trans-Plan Page 9

217-4-25 Lane Group EBL EBT WBT NBL NBT SBT Volume (vph) 56 175 182 854 Turn Type Perm Perm Protected Phases 4 8 2 6 Permitted Phases 4 2 Detector Phase 4 4 8 2 2 6 Switch Phase Minimum Initial (s) 8. 8. 8. 2. 2. 2. Minimum Split (s) 25.7 25.7 25.7 26.2 26.2 26.2 Total Split (s) 3. 3. 3. 7. 7. 7. Total Split (%) 3.% 3.% 3.% 7.% 7.% 7.% Yellow Time (s) 3.7 3.7 3.7 4.6 4.6 4.6 All-Red Time (s) 2. 2. 2. 1.6 1.6 1.6 Lost Time Adjust (s)...... Total Lost Time (s) 5.7 5.7 5.7 6.2 6.2 6.2 Lead/Lag Lead-Lag Optimize? Recall Mode None None None Max Max Max Act Effct Green (s) 1.1 1.1 1.1 69.8 69.8 69.8 Actuated g/c Ratio.12.12.12.8.8.8 v/c Ratio.42.28.14.45.43.36 Control Delay 44.7 2.8 1.1 8.7 4.5 4.1 Queue Delay...... Total Delay 44.7 2.8 1.1 8.7 4.5 4.1 LOS D A A A A A Approach Delay 19.6 1.1 5.1 4.1 Approach LOS B A A A Cycle Length: 1 Actuated Cycle Length: 87.7 Natural Cycle: 7 Control Type: Semi Act-Uncoord Maximum v/c Ratio:.45 Intersection Signal Delay: 5.5 Intersection LOS: A Intersection Capacity Utilization 72.% ICU Level of Service C Splits and Phases: 1: Dellbrook Avenue & Brock Road Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON Synchro 7 - Report Trans-Plan Page 1 217-4-25 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 56 84 34 175 182 18 854 46 Ideal Flow (vphpl) 19 19 19 19 19 19 19 19 19 19 19 19 Lane Width 3.4 3.4 3.4 3.4 3.4 3.4 3.5 3.5 3.5 3.5 3.5 3.5 Total Lost time (s) 5.7 5.7 5.7 6.2 6.2 6.2 Lane Util. Factor 1. 1. 1. 1..95.95 Frpb, ped/bikes 1. 1..98 1. 1. 1. Flpb, ped/bikes 1. 1. 1. 1. 1. 1. Frt 1..85.86 1. 1..99 Flt Protected.95 1. 1..95 1. 1. Satd. Flow (prot) 163 1563 158 1783 3521 3392 Flt Permitted.73 1. 1..28 1. 1. Satd. Flow (perm) 1258 1563 158 534 3521 3392 Peak-hour factor, PHF.92.92.92.92.92.92.92.92.92.92.92.92 Adj. Flow (vph) 61 91 37 19 1176 2 928 5 RTOR Reduction (vph) 82 34 1 3 Lane Group Flow (vph) 61 9 4 19 1195 975 Confl. Peds. (#/hr) 2 2 2 2 2 2 Confl. Bikes (#/hr) 1 Heavy Vehicles (%) 8% % 1% % % % % 1% 6% % 4% 1% Turn Type Perm Perm Perm Perm Protected Phases 4 8 2 6 Permitted Phases 4 8 2 6 Actuated Green, G (s) 8.4 8.4 8.4 68.5 68.5 68.5 Effective Green, g (s) 8.4 8.4 8.4 68.5 68.5 68.5 Actuated g/c Ratio.9.9.9.77.77.77 Clearance Time (s) 5.7 5.7 5.7 6.2 6.2 6.2 Vehicle Extension (s) 3. 3. 3. 3. 3. 3. Lane Grp Cap (vph) 119 148 149 412 2716 2617 v/s Ratio Prot.1..34.29 v/s Ratio Perm c.5 c.36 v/c Ratio.51.6.2.46.44.37 Uniform Delay, d1 38.3 36.6 36.5 3.6 3.5 3.3 Progression Factor 1. 1. 1. 1. 1. 1. Incremental Delay, d2 3.7.2.1 3.7.5.4 Delay (s) 41.9 36.8 36.5 7.3 4. 3.7 Level of Service D D D A A A Approach Delay (s) 38.8 36.5 4.5 3.7 Approach LOS D D A A HCM Average Control Delay 6.7 HCM Level of Service A HCM Volume to Capacity ratio.47 Actuated Cycle Length (s) 88.8 Sum of lost time (s) 11.9 Intersection Capacity Utilization 72.% ICU Level of Service C c Critical Lane Group Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON Synchro 7 - Report Trans-Plan Page 2

217-4-25 Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT Volume (vph) 31 3 253 176 16 315 1233 21 878 Turn Type Perm Perm Perm pm+pt Perm Protected Phases 4 8 5 2 6 Permitted Phases 4 4 8 2 6 Detector Phase 4 4 4 8 8 5 2 6 6 Switch Phase Minimum Initial (s) 8. 8. 8. 8. 8. 5. 2. 2. 2. Minimum Split (s) 28.6 28.6 28.6 28.6 28.6 8. 25.7 25.7 25.7 Total Split (s) 54. 54. 54. 54. 54. 15. 46. 31. 31. Total Split (%) 54.% 54.% 54.% 54.% 54.% 15.% 46.% 31.% 31.% Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3. 4.2 4.2 4.2 All-Red Time (s) 2.1 2.1 2.1 2.1 2.1. 1.5 1.5 1.5 Lost Time Adjust (s)......... Total Lost Time (s) 5.4 5.4 5.4 5.4 5.4 3. 5.7 5.7 5.7 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Recall Mode None None None None None None Max Max Max Act Effct Green (s) 14.3 14.3 14.3 43.1 4.4 25.4 25.4 Actuated g/c Ratio.22.22.22.65.61.39.39 v/c Ratio.12.46.65.77.64.16.76 Control Delay 21. 5.8 32.5 25.5 1.5 18.6 23.3 Queue Delay....... Total Delay 21. 5.8 32.5 25.5 1.5 18.6 23.3 LOS C A C C B B C Approach Delay 7.6 32.5 13.5 23.2 Approach LOS A C B C Cycle Length: 1 Actuated Cycle Length: 65.9 Natural Cycle: 8 Control Type: Semi Act-Uncoord Maximum v/c Ratio:.77 Intersection Signal Delay: 17.2 Intersection LOS: B Intersection Capacity Utilization 83.6% ICU Level of Service E Splits and Phases: 2: Major Oaks Road & Brock Road Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON Synchro 7 - Report Trans-Plan Page 3 217-4-25 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 31 3 253 176 16 12 315 1233 26 21 878 34 Ideal Flow (vphpl) 19 19 19 19 19 19 19 19 19 19 19 19 Lane Width 4.8 4.8 4.8 4.8 4.8 4.8 3.5 3.5 3.5 3.5 3.5 3.5 Total Lost time (s) 5.4 5.4 5.4 3. 5.7 5.7 5.7 Lane Util. Factor 1. 1. 1. 1..95 1..95 Frpb, ped/bikes 1..98 1. 1. 1. 1. 1. Flpb, ped/bikes 1. 1. 1. 1. 1. 1. 1. Frt 1..85.99 1. 1. 1..99 Flt Protected.96 1..96.95 1..95 1. Satd. Flow (prot) 188 1745 236 1733 3488 1782 3377 Flt Permitted.73 1..73.15 1..2 1. Satd. Flow (perm) 1383 1745 1548 271 3488 372 3377 Peak-hour factor, PHF.92.92.92.92.92.92.92.92.92.92.92.92 Adj. Flow (vph) 34 3 275 191 17 13 342 134 28 23 954 37 RTOR Reduction (vph) 215 3 1 2 Lane Group Flow (vph) 37 6 218 342 1367 23 989 Confl. Peds. (#/hr) 1 7 7 1 6 6 6 6 Heavy Vehicles (%) 15% % 3% % % % 3% 2% % % 5% 5% Turn Type Perm Perm Perm pm+pt Perm Protected Phases 4 8 5 2 6 Permitted Phases 4 4 8 2 6 Actuated Green, G (s) 14.3 14.3 14.3 4.4 4.4 25.4 25.4 Effective Green, g (s) 14.3 14.3 14.3 4.4 4.4 25.4 25.4 Actuated g/c Ratio.22.22.22.61.61.39.39 Clearance Time (s) 5.4 5.4 5.4 3. 5.7 5.7 5.7 Vehicle Extension (s) 3. 3. 3. 3. 3. 3. 3. Lane Grp Cap (vph) 31 379 336 433 2142 144 134 v/s Ratio Prot c.14.39.29 v/s Ratio Perm.3.3 c.14 c.34.6 v/c Ratio.12.16.65.79.64.16.76 Uniform Delay, d1 2.7 2.9 23.5 12.6 8.1 13.2 17.5 Progression Factor 1. 1. 1. 1. 1. 1. 1. Incremental Delay, d2.2.2 4.3 9.3 1.5 2.4 4.2 Delay (s) 2.9 21.1 27.7 21.9 9.5 15.6 21.7 Level of Service C C C C A B C Approach Delay (s) 21. 27.7 12. 21.6 Approach LOS C C B C HCM Average Control Delay 16.9 HCM Level of Service B HCM Volume to Capacity ratio.71 Actuated Cycle Length (s) 65.8 Sum of lost time (s) 8.4 Intersection Capacity Utilization 83.6% ICU Level of Service E c Critical Lane Group Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON Synchro 7 - Report Trans-Plan Page 4

217-4-25 Movement WBL WBR NBT NBR SBL SBT Volume (veh/h) 126 145 137 Sign Control Stop Free Free Grade % % % Peak Hour Factor.92.92.92.92.92.92 Hourly flow rate (vph) 137 1576 1421 Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 166 px, platoon unblocked.76 vc, conflicting volume 2286 788 1576 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 256 788 1576 tc, single (s) 6.8 6.9 4.1 tc, 2 stage (s) tf (s) 3.5 3.3 2.2 p queue free % 1 6 1 cm capacity (veh/h) 37 338 423 Direction, Lane # WB 1 NB 1 NB 2 SB 1 SB 2 Volume Total 137 788 788 71 71 Volume Left Volume Right 137 csh 338 17 17 17 17 Volume to Capacity.4.46.46.42.42 Queue Length 95th (m) 15.2.... Control Delay (s) 22.7.... Lane LOS C Approach Delay (s) 22.7.. Approach LOS C Average Delay 1. Intersection Capacity Utilization 54.6% ICU Level of Service A Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON Synchro 7 - Report Trans-Plan Page 5 217-4-25 Movement WBL WBR NBT NBR SBL SBT Volume (veh/h) 27 1423 17 17 12 Sign Control Stop Free Free Grade % % % Peak Hour Factor.92.92.92.92.92.92 Hourly flow rate (vph) 29 1547 185 116 134 Pedestrians 22 Lane Width (m) 4.8 Walking Speed (m/s) 1.2 Percent Blockage 2 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 369 222 px, platoon unblocked.84.74.74 vc, conflicting volume 2454 795 1754 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 121 1 135 tc, single (s) 6.8 6.9 4.1 tc, 2 stage (s) tf (s) 3.5 3.3 2.2 p queue free % 1 96 7 cm capacity (veh/h) 14 781 385 Direction, Lane # WB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total 29 773 773 185 116 652 652 Volume Left 116 Volume Right 29 185 csh 781 17 17 17 385 17 17 Volume to Capacity.4.45.45.11.3.38.38 Queue Length 95th (m).9... 1... Control Delay (s) 9.8... 18.3.. Lane LOS A C Approach Delay (s) 9.8. 1.5 Approach LOS A Average Delay.8 Intersection Capacity Utilization 51.9% ICU Level of Service A Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON Synchro 7 - Report Trans-Plan Page 6

217-4-25 Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT Volume (vph) 219 11 249 2 3 227 1367 5 146 Turn Type Perm Perm Perm pm+pt Perm Protected Phases 4 8 5 2 6 Permitted Phases 4 4 8 2 6 Detector Phase 4 4 4 8 8 5 2 6 6 Switch Phase Minimum Initial (s) 8. 8. 8. 8. 8. 5. 2. 2. 2. Minimum Split (s) 26.3 26.3 26.3 26.3 26.3 8. 27.7 26.2 26.2 Total Split (s) 33. 33. 33. 33. 33. 13. 67. 54. 54. Total Split (%) 33.% 33.% 33.% 33.% 33.% 13.% 67.% 54.% 54.% Yellow Time (s) 4.2 4.2 4.2 4.2 4.2 3. 4.2 4.2 4.2 All-Red Time (s) 2.1 2.1 2.1 2.1 2.1. 2. 2. 2. Lost Time Adjust (s)......... Total Lost Time (s) 6.3 6.3 6.3 6.3 6.3 3. 6.2 6.2 6.2 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Recall Mode None None None None None None Max Max Max Act Effct Green (s) 22.3 22.3 22.3 64.2 61. 47.9 47.9 Actuated g/c Ratio.23.23.23.67.64.5.5 v/c Ratio.84.52.11.84.68.5.77 Control Delay 58.8 11. 24.3 42.5 14. 15.4 23.8 Queue Delay....... Total Delay 58.8 11. 24.3 42.5 14. 15.4 23.8 LOS E B C D B B C Approach Delay 33.9 24.3 18. 23.8 Approach LOS C C B C Cycle Length: 1 Actuated Cycle Length: 95.8 Natural Cycle: 8 Control Type: Semi Act-Uncoord Maximum v/c Ratio:.84 Intersection Signal Delay: 22.4 Intersection LOS: C Intersection Capacity Utilization 87.1% ICU Level of Service E Splits and Phases: 5: Finch Avenue & Brock Road Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON Synchro 7 - Report Trans-Plan Page 7 217-4-25 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 219 11 249 2 3 6 227 1367 18 5 146 149 Ideal Flow (vphpl) 19 19 19 19 19 19 19 19 19 19 19 19 Lane Width 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 Total Lost time (s) 6.3 6.3 6.3 3. 6.2 6.2 6.2 Lane Util. Factor 1. 1. 1. 1..95 1..95 Frpb, ped/bikes 1..99 1. 1. 1. 1..99 Flpb, ped/bikes 1. 1. 1. 1. 1. 1. 1. Frt 1..85.97 1. 1. 1..98 Flt Protected.95 1..97.95 1..95 1. Satd. Flow (prot) 172 151 1627 1767 3457 1428 3344 Flt Permitted.71 1..74.1 1..14 1. Satd. Flow (perm) 1284 151 1245 193 3457 215 3344 Peak-hour factor, PHF.92.92.92.92.92.92.92.92.92.92.92.92 Adj. Flow (vph) 238 12 271 22 3 7 247 1486 2 5 1137 162 RTOR Reduction (vph) 17 5 1 1 Lane Group Flow (vph) 25 11 27 247 155 5 1289 Confl. Peds. (#/hr) 1 1 16 16 Confl. Bikes (#/hr) 1 1 Heavy Vehicles (%) 4% 1% 5% 12% % % 1% 3% 6% 25% 4% 4% Turn Type Perm Perm Perm pm+pt Perm Protected Phases 4 8 5 2 6 Permitted Phases 4 4 8 2 6 Actuated Green, G (s) 22.3 22.3 22.3 61. 61. 48. 48. Effective Green, g (s) 22.3 22.3 22.3 61. 61. 48. 48. Actuated g/c Ratio.23.23.23.64.64.5.5 Clearance Time (s) 6.3 6.3 6.3 3. 6.2 6.2 6.2 Vehicle Extension (s) 3. 3. 3. 3. 3. 3. 3. Lane Grp Cap (vph) 299 349 29 287 221 18 1675 v/s Ratio Prot c.9.44.39 v/s Ratio Perm c.19.7.2 c.46.2 v/c Ratio.84.29.9.86.68.5.77 Uniform Delay, d1 35. 3.2 28.8 2.5 11.2 12.2 19.4 Progression Factor 1. 1. 1. 1. 1. 1. 1. Incremental Delay, d2 18..5.1 22.2 1.7.8 3.5 Delay (s) 53. 3.7 28.9 42.7 12.9 13. 22.9 Level of Service D C C D B B C Approach Delay (s) 41.4 28.9 17.1 22.8 Approach LOS D C B C HCM Average Control Delay 22.8 HCM Level of Service C HCM Volume to Capacity ratio.82 Actuated Cycle Length (s) 95.8 Sum of lost time (s) 9.3 Intersection Capacity Utilization 87.1% ICU Level of Service E c Critical Lane Group Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON Synchro 7 - Report Trans-Plan Page 8

217-4-25 Movement EBL EBT WBT WBR SBL SBR Volume (veh/h) 12 68 13 14 14 Sign Control Free Free Stop Grade % % % Peak Hour Factor.92.92.92.92.92.92 Hourly flow rate (vph) 111 74 14 152 15 Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked vc, conflicting volume 14 31 14 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 14 31 14 tc, single (s) 4.1 6.4 6.2 tc, 2 stage (s) tf (s) 2.2 3.5 3.3 p queue free % 93 76 99 cm capacity (veh/h) 1617 64 172 Direction, Lane # EB 1 WB 1 SB 1 Volume Total 185 14 167 Volume Left 111 152 Volume Right 15 csh 1617 17 664 Volume to Capacity.7.1.25 Queue Length 95th (m) 1.8. 8. Control Delay (s) 4.6. 12.2 Lane LOS A B Approach Delay (s) 4.6. 12.2 Approach LOS B Average Delay 7.9 Intersection Capacity Utilization 31.2% ICU Level of Service A Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON Synchro 7 - Report Trans-Plan Page 9 217-4-25 Movement EB EB WB NB NB NB SB SB SB Directions Served L TR LR L T TR L T TR Maximum Queue (m) 28.1 34.6 15.7 22.1 37.2 36.5 9.2 61.4 65.3 Average Queue (m) 12.5 2.3 4.7 1.3 8. 15.2 2. 29.2 34.6 95th Queue (m) 24.9 31.5 13.2 2.3 24. 32.2 8.1 53.6 59. Link Distance (m) 96.6 93.2 424.3 424.3 152.4 152.4 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (m) 26. 65. 75. Storage Blk Time (%) 1 2 Queuing Penalty (veh) 1 1 Movement EB EB WB NB NB NB SB SB SB Directions Served LT R LTR L T TR L T TR Maximum Queue (m) 21.3 91.2 54.6 57.3 36.4 4.9 14.4 148.9 167.6 Average Queue (m) 8.4 49.8 25.4 16.5 11.7 16.5.7 65.1 76.7 95th Queue (m) 18.4 79.7 45. 36.1 28.6 34.5 5.5 11.8 131.3 Link Distance (m) 99.7 99.7 119.9 142.8 142.8 424.3 424.3 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (m) 67. 6. Storage Blk Time (%) 6 Queuing Penalty (veh) Movement WB Directions Served R Maximum Queue (m) 15. Average Queue (m) 6.1 95th Queue (m) 13.5 Link Distance (m) 72.5 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (m) Storage Blk Time (%) Queuing Penalty (veh) Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON SimTraffic Report Trans-Plan Page 1

217-4-25 Movement WB SB Directions Served R L Maximum Queue (m) 7. 15.6 Average Queue (m) 3.8 6.8 95th Queue (m) 9.2 14.9 Link Distance (m) 47.5 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (m) 61. Storage Blk Time (%) Queuing Penalty (veh) Movement EB EB WB NB NB NB SB SB SB Directions Served LT R LTR L T TR L T TR Maximum Queue (m) 81.4 12.2 4. 72.9 94.7 46. 9.2 34.1 346. Average Queue (m) 29. 44.2 9. 42.9 24.1 22.6.9 171.3 187.4 95th Queue (m) 56.7 8.6 25.1 77. 57.9 4.8 5.2 272.8 282.3 Link Distance (m) 176.1 176.1 269.6 132.3 132.3 352.1 352.1 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (m) 33. 16. Storage Blk Time (%) 41 1 37 Queuing Penalty (veh) 128 1 2 Movement SB Directions Served LR Maximum Queue (m) 16.6 Average Queue (m) 9.1 95th Queue (m) 13.9 Link Distance (m) 33.9 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (m) Storage Blk Time (%) Queuing Penalty (veh) Network wide Queuing Penalty: 134 Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON SimTraffic Report Trans-Plan Page 2 217-4-25 Movement EB EB WB NB NB NB SB SB Directions Served L TR LR L T TR T TR Maximum Queue (m) 21.8 2.3 9. 28. 66.6 71.1 38. 48.1 Average Queue (m) 1.1 1.2 1.5 12.6 14.6 21.3 14.2 16.8 95th Queue (m) 21.1 17.4 7.1 22.9 39.9 51.7 3.6 39.7 Link Distance (m) 96.6 93.2 424.3 424.3 152.4 152.4 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (m) 26. 65. Storage Blk Time (%) Queuing Penalty (veh) Movement EB EB WB NB NB NB SB SB SB Directions Served LT R LTR L T TR L T TR Maximum Queue (m) 15.9 35.7 28.1 42.8 42.5 42.2 14.9 57. 57.1 Average Queue (m) 6.8 14.9 11.2 22. 12.1 18.3 3.4 22.1 26.9 95th Queue (m) 16.1 25.6 22.8 38.4 28.8 35.5 1.6 43.9 49.2 Link Distance (m) 99.7 99.7 119.9 142.8 142.8 424.3 424.3 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (m) 67. 6. Storage Blk Time (%) Queuing Penalty (veh) Movement WB Directions Served R Maximum Queue (m) 9.2 Average Queue (m) 4.9 95th Queue (m) 12.1 Link Distance (m) 72.5 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (m) Storage Blk Time (%) Queuing Penalty (veh) Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON SimTraffic Report Trans-Plan Page 1

217-4-25 Movement WB NB SB Directions Served R R L Maximum Queue (m) 7. 9.2 22.2 Average Queue (m) 2.7 1.6 11.9 95th Queue (m) 8.1 6.6 19.9 Link Distance (m) 47.3 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (m) 15. 61. Storage Blk Time (%) Queuing Penalty (veh) Movement EB EB WB NB NB NB SB SB Directions Served LT R LTR L T TR T TR Maximum Queue (m) 65.6 28.6 13.6 46.9 53.1 58.7 58.4 72.4 Average Queue (m) 39. 14.5 2.7 23.1 23.5 25.4 28. 36.1 95th Queue (m) 62.5 25.3 9.1 38.9 45.1 48.3 53.7 61.9 Link Distance (m) 176.1 176.1 269.6 132.3 132.3 352.1 352.1 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (m) 33. Storage Blk Time (%) 3 3 18 Queuing Penalty (veh) 11 6 Movement EB SB Directions Served LT LR Maximum Queue (m) 9.2 8.5 Average Queue (m).6 3.4 95th Queue (m) 4.4 1.2 Link Distance (m) 47.3 33.6 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (m) Storage Blk Time (%) Queuing Penalty (veh) Network wide Queuing Penalty: 18 Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON SimTraffic Report Trans-Plan Page 2 217-4-25 Movement EB EB WB NB NB NB SB SB Directions Served L TR LR L T TR T TR Maximum Queue (m) 34.6 16.6 15. 67.3 67.7 71.9 157. 48.2 Average Queue (m) 1.9 1.5 5.4 25.1 23.5 31. 23. 22.9 95th Queue (m) 26. 17.4 13.1 49.8 5.6 6.7 67.2 39.3 Link Distance (m) 96.6 93.2 424.3 424.3 152.4 152.4 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (m) 26. 65. Storage Blk Time (%) 1 1 Queuing Penalty (veh) 1 3 Movement EB EB WB NB NB NB SB SB SB Directions Served LT R LTR L T TR L T TR Maximum Queue (m) 22.1 59.7 47.4 82.5 17.2 123.4 2.9 112.6 11.4 Average Queue (m) 7.4 24.2 27. 39.5 35. 43.3 5. 48.1 53.2 95th Queue (m) 18.6 41.9 44.2 73.2 74.8 87.3 14.7 85. 87.6 Link Distance (m) 99.7 99.7 119.9 142.8 142.8 424.3 424.3 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (m) 67. 6. Storage Blk Time (%) 4 1 4 Queuing Penalty (veh) 23 3 1 Movement WB Directions Served R Maximum Queue (m) 34.4 Average Queue (m) 16.7 95th Queue (m) 27.8 Link Distance (m) 72.5 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (m) Storage Blk Time (%) Queuing Penalty (veh) Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON SimTraffic Report Trans-Plan Page 1

217-4-25 Movement WB NB SB Directions Served R R L Maximum Queue (m) 7. 15.9 36. Average Queue (m) 3.6 1.5 14.9 95th Queue (m) 9. 7.5 27.7 Link Distance (m) 45.5 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (m) 15. 61. Storage Blk Time (%) Queuing Penalty (veh) 1 Movement EB EB WB NB NB NB SB SB SB Directions Served LT R LTR L T TR L T TR Maximum Queue (m) 19.4 9.4 32.6 72.8 136.9 136.9 52.9 1.5 132.5 Average Queue (m) 46.5 25.4 5. 33.6 59.9 58.5 3.3 65. 76.2 95th Queue (m) 86.7 53.2 17.2 58.1 123.6 111.4 19.3 97.2 114.6 Link Distance (m) 176.1 176.1 269.6 132.3 132.3 352.1 352.1 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (m) 33. 16. Storage Blk Time (%) 13 1 32 Queuing Penalty (veh) 88 24 2 Movement SB Directions Served LR Maximum Queue (m) 36. Average Queue (m) 14.1 95th Queue (m) 24.6 Link Distance (m) 31.4 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (m) Storage Blk Time (%) Queuing Penalty (veh) Network wide Queuing Penalty: 145 Proposed Addition to Pickering Islamic Centre, 265 Brock Road, Pickering, ON SimTraffic Report Trans-Plan Page 2

APPENDIX E Level of Service Definitions

APPENDIX F City of Pickering Zoning By-law Parking Requirements Excerpts & Parking Survey Results

Parking Demand Survey Location: Pickering Islamic Centre Date and Day of Week: Friday March 24, 217 Start and End Times: 7:3am-8:45am, 12:3pm-2:15pm & 2:45pm-3:45pm Parking Supply: 62 spaces Weather: Light Showers, 11 C Surveyors: Tyrone D. & Paulo I. :15 Peak Interval - Time Parking Demand Parking Demand at Parking Demand at Parking Demand at Parking at Lot at Site Usman Road Neighbourhood Park Adjacent to Centre Total 7:45 AM 5 5 8: AM 5 5 8:15 AM 9 9 8:3 AM 1 1 8:45 AM 1 1 12:3 PM 14 2 1 17 12:45 PM 24 2 26 1: PM 38 38 1:15 PM 7 8 2 8 1:3 PM 117 13 13 1:45 PM 133 17 29 26 25 2: PM 133 33 45 42 26 279 2:15 PM 133 5 45 42 26 296 2:45 PM 82 3 1 95 3: PM 12 3 1 133 3:15 PM 146 6 8 16 3:3 PM 44 4 48 3:45 PM 7 1 8

APPENDIX G Transportation Demand Management Plan Documents