ORLEANS GARDENS SHOPPING CENTRE 1615 ORLEANS BOULEVARD CITY OF OTTAWA, ONTARIO TRANSPORTATION IMPACT STUDY. Prepared for:

ORLEANS GARDENS SHOPPING CENTRE 1615 ORLEANS BOULEVARD CITY OF OTTAWA, ONTARIO TRANSPORTATION IMPACT STUDY Prepared for: Orleans Gardens Shopping Centre Inc. 2851 John Street, Suite 1 Markham, ON K3R 5R7 July 15, 2013 113-579 Report_2.doc D. J. Halpenny & Associates Ltd. Consulting Transportation Engineers P.O. Box 774, Manotick, ON K4M 1A7 Tel (613) 692-8662 Fax (613) 692-1945

TABLE OF CONTENT PAGE 1. INTRODUCTION... 1 1.1 Scope of Work... 1 2. EXISTING ROADS AND INTERSECTIONS... 3 3. PROPOSED DEVELOPMENT... 5 3.1 Trip Generation... 8 3.2 Trip Generated Primary Trips and Pass-by Trips... 9 3.3 Trip Distribution... 10 4. TRANSPORTATION IMPACT... 12 4.1 Background and Total Traffic Volumes... 14 4.2 Traffic Analysis... 14 4.3 Site Circulation of Traffic... 23 4.4 Collision Reports... 24 4.5 Pedestrian, Cycling, and Transit Facilities... 24 5. JEANNE D ARC BOULEVARD/MONTCERF COURT INTERSECTION... 25 6. FINDINGS... 26 APPENDIX... 28 LIST OF FIGURES 1.1 SITE LOCATION PLAN... 2 2.1 EXISTING PEAK AM AND PM HOUR TRAFFIC COUNTS... 6 3.1 CONCEPTUAL SITE PLAN... 7 3.2 WEEKDAY PEAK AM AND PM HOUR PRIMARY TRIPS... 11 3.3 WEEKDAY PEAK AM AND PM HOUR PASS-BY TRIPS... 13 4.1 2014 WEEKDAY PEAK AM AND PM HOUR BACKGROUND TRAFFIC... 15 4.2 2019 WEEKDAY PEAK AM AND PM HOUR BACKGROUND TRAFFIC... 16 4.3 2014 WEEKDAY PEAK AM AND PM HOUR TOTAL TRAFFIC... 17 4.4 2019 WEEKDAY PEAK AM AND PM HOUR TOTAL TRAFFIC... 18 LIST OF TABLES 3.1 SITE INVENTORY... 8 3.2 TRIP GENERATION RATES... 8 3.3 PEAK HOUR SITE TRIPS GENERATED... 9 3.4 PRIMARY AND PASS-BY TRIPS... 10 4.1 EAST ACCESS/JEANNE D ARC LoS & Volume/Capacity (v/c)... 19 4.2 WEST ACCESS/JEANNE D ARC LoS & 95 th Percentile Queue... 20 4.3 NORTH ACCESS/ORLEANS LoS & 95 th Percentile Queue... 21 4.4 SOUTH ACCESS/ORLEANS LoS & 95 th Percentile Queue... 22 4.5 JEANNE D ARC/ORLEANS LoS & Volume/Capacity (v/c)... 23 4.6 COLLISION SUMMARY... 24

ORLEANS GARDENS SHOPPING CENTRE 1615 ORLEANS BOULEVARD CITY OF OTTAWA, ONTARIO TRANSPORTATION IMPACT STUDY 1. INTRODUCTION The Orleans Gardens Shopping Centre is located at the southeast corner of the intersection of Orleans Boulevard and Jeanne d Arc Boulevard (south of Ottawa Road 174) in the City of Ottawa. The existing shopping centre contains a Your Independent Grocer (YIG) at the south end, with commercial retail units (CRU) along the east portion of the site containing a mixture of retail, restaurants and commercial offices. A free-standing building is located at the northwest corner of the site which contains a Pharma Plus drug store and medical facilities. Figure 1.1 shows the location of the shopping centre. The shopping centre currently has five accesses to the site. The main accesses are a full movement access onto Orleans Boulevard controlled by a stop sign and located approximately in the middle of the site, and an access onto Jeanne d Arc Boulevard at the east limit of the site which was modified to be controlled by traffic signals in the fall of 2012. Two right-in/right-out accesses are located at the northwest corner of the site, one onto Orleans Boulevard and a second onto Jeanne d Arc Boulevard. The fifth access provides right-in/right/out access onto Orleans Boulevard and is located at the south portion of the site providing access to the YIG and some retail at the south end of the shopping centre. Orleans Gardens Shopping Centre Inc. has proposed the construction of two free-standing buildings to be located at the north end of the site adjacent to Jeanne d Arc Boulevard. The development would contain a Starbucks coffee shop and retail in one building, and a fast-food restaurant and retail in the second building. The additional development will utilize the existing shopping centre access points onto Jeanne d Arc Boulevard and Orleans Boulevard. The development is expected to be substantially completed by 2014. As part of the Site Plan Application for the project, City of Ottawa staff has requested that a transportation assessment report be prepared to address the impact of the additional traffic generated by the site. Orleans Gardens Shopping Centre Inc. has engaged the firm of D. J. Halpenny & Associated Ltd. to prepare the transportation assessment report which would examine the operation of the site accesses and the impact that the site would have on the intersection of Orleans Boulevard and Jeanne d Arc Boulevard. 1.1 Scope of Work The proposed land use and expected volume of site generated trips would require that a report be prepared which would examine the impact of the

2 FIGURE 1.1 SITE LOCATION PLAN

3 proposed development on the adjacent streets. The scope of the would be to examine the existing four accesses to the shopping centre. The fifth right-in/rightout access at the south portion of the site adjacent to the YIG would not be examined as minimal traffic from the proposed development is expected to use the access. The study would also include the analysis of the operation of the Orleans Boulevard and Jeanne d Arc Boulevard intersection. The analysis would be for the existing traffic counts, the expected traffic volumes at substantial completion of the site in 2014, and at 2019 which represents five years beyond completion. The study would use the weekday peak AM and PM hour counts which would be the critical time period for traffic in the area. The Traffic Impact Study will follow the assessment procedure as documented in the City of Ottawa Transportation Impact Assessment Guidelines. 2. EXISTING ROADS AND INTERSECTIONS The north limit of the Orleans Gardens Shopping Centre will border onto Jeanne d Arc Boulevard. The Ottawa 20/20 Transportation Master Plan (TMP) classifies Jeanne d Arc Boulevard (Ottawa Road 55) as a four-lane urban divided arterial road with a posted speed limit of 60 km./h. There are pedestrian sidewalks along both sides of the road. Orleans Boulevard borders the west limit of the site. Orleans Boulevard (Ottawa Road 56) is classified as a four-lane divided arterial road. The posted speed limit in the vicinity of the site is 60 km./h. with sidewalks along both sides of the road. The shopping centre s north access onto Jeanne d Arc Boulevard has Montcerf Court forming the north approach (southbound) to the intersection. Moncerf Court is a local street which has no sidewalks along the roadway. The street terminates at a cul-de-sac at the north end, but does provide a route to Orleans Boulevard by way of Rodin Way and Du Sommet Place. East Access/Jeanne d Arc Intersection The East Access is located at the northeast portion of the site with access onto Jeanne d Arc Boulevard. The intersection is located approximately 185 metres east of the Jeanne d Arc/Orleans intersection (centreline to centreline). Traffic signals were installed at the intersection in the fall of 2012. The intersection has the following lane configuration: Northbound Site Access - Southbound Montcerf - Eastbound Jeanne d Arc - Westbound Jeanne d Arc - one left turn lane (not painted) one through/right lane (not painted) one shared left/through/right lane one shared left/through lane one shared through/right lane one exclusive left turn lane (36 m storage) one through lane one through/right lane

4 West Access/Jeanne d Arc Intersection The West Access is a right-in/right-out access onto Jeanne d Arc Boulevard. The access is located approximately 70 meters east of the Jeanne d Arc/Orleans intersection (centreline to centreline). The intersection has the following lane configuration: Northbound Site Access - Eastbound Jeanne d Arc - Westbound Jeanne d Arc - one right turn lane one through lane one shared through/right lane two through lanes North Access/Orleans Intersection The North Access is a right-in/right-out access onto Orleans Boulevard, and is located approximately 82 meters south of the Jeanne d Arc/Orleans intersection (centreline to centreline). The intersection has the following lane configuration: Northbound Orleans - Southbound Orleans - Westbound Site Access - one through lane one shared through/right lane two through lanes one right turn lane South Access/Orleans Intersection The South Access is the shopping centre s main access onto Orleans Boulevard. The access is a full movement access located approximately 187 metres south of the Jeanne d Arc/Orleans intersection (centreline to centreline). The intersection is a T intersection controlled by a stop sign at the westbound site exit approach. The intersection has the following lane configuration: Northbound Orleans - Southbound Orleans - Westbound Site Access - one through lane one shared through/right lane two through lanes one exclusive left turn lane (45 m storage) one left turn lane (not painted) one right turn lane (not painted) Jeanne d Arc/Orleans Intersection The Orleans Gardens Shopping Centre is located at the southeast corner of the intersection of Jeanne d Arc Boulevard and Orleans Boulevard. There are two Jeanne d Arc/Orleans intersections, with the intersection examined in the study located at approximately 1.5 kilometres south of Ottawa Road 174. The intersection is controlled by a three phase traffic signal. All approaches to the intersection contain exclusive left turn lanes and exclusive right turn lanes which are channelized by the construction of traffic islands. The intersection has the following lane configuration:

5 Northbound Orleans - Southbound Orleans - Eastbound Orleans - Westbound Orleans - one left turn lane two through lanes one channelized right turn lane one left turn lane two through lanes one channelized right turn lane one left turn lane two through lanes one channelized right turn lane one left turn lane two through lanes one channelized right turn lane Figure 2.1 shows the weekday peak AM and PM hour traffic counts taken by the City of Ottawa at the intersection of Jeanne d Arc Boulevard and Orleans Boulevard on May 12, 2011, and the balanced traffic counts taken by the consultant at the two accesses onto Jeanne d Arc Boulevard on June 18, 2013 and the two site accesses onto Orleans Boulevard on June 19, 2013. 3. PROPOSED DEVELOPMENT The Orleans Gardens Shopping Centre Inc. has proposed additional development on the existing shopping centre at 1615 Orleans Boulevard. The site is located at the southeast corner of the intersection of Jeanne d Arc Boulevard and Orleans Boulevard. The site has a total area of approximately 55,727 m 2 (13.77 acres) with 10,327 m 2 of retail space. The existing CRU is a mixture of the YIG store, small retail, restaurant, and office land uses. There is a free-standing building at the northwest corner of the site which contains a Pharma Plus and a medical facility. The site currently has five accesses. A full movement signalized access and a right-in/right-out access are located onto Jeanne d Arc Boulevard, and a full movement stop controlled access and two right-in/right-out accesses are located onto Orleans Boulevard. The proposed development will consist of one free-standing building (Pad A) which will have a total gross floor area of 557.4 m 2 (6000 ft 2 ). The building will contain a Starbucks restaurant and drive-through with a floor area of 160.3 m 2 (1,725 ft 2 ), and a small retail store with a floor area of 397.2 m 2 (4,275 ft 2 ). The Starbucks drive-through would contain sufficient space for 11 queued vehicles. The second free-standing building will be Pad B with a gross floor area of 503.1 m 2 (5,420 ft 2 ). The building will contain a fast-food restaurant with a drive-through having a floor area of 232.3 m 2 (2,500 ft 2 ) with sufficient space for 11 queued vehicles, and 271.4 m 2 (2,920 ft 2 ) of retail space. The additional development would utilize the existing shopping centre s accesses. The plan will provide 49 parking spaces in the vicinity of the proposed development and facilities to park bicycles. Figure 3.1 shows a conceptual site plan of the development which is expected to be completed by 2014.

6 FIGURE 2.1 EXISTING PEAK AM AND PM HOUR TRAFFIC COUNTS

7 FIGURE 3.1 CONCEPTUAL SITE PLAN

8 3.1 Trip Generation The trips generated from the proposed additional site development were determined using the Institute of Transportation Engineers (ITE) document, Trip Generation. The analysis utilized the average trip rates for the various land uses to calculate the trip rate for the peak AM and PM hour of the adjacent street traffic. Pad A would consist of a Starbucks coffee shop. The type of use would best be represented by the ITE category for a coffee/donut shop with a drive-through window. The remaining portion of the building would be occupied by a small retail store and would be represented by a specialty retail store land use. The use of Pad B would consist of a fast-food restaurant with drive-through and retail store as shown on the Site Plan. Table 3.1 shows the expected size and land use of both Pad A and B. Table 3.2 shows the trip generation rates and ITE land Use Code for each type of use examined in the study. TABLE 3.1 SITE INVENTORY BUILDING TYPE PAD A Starbucks Coffee Shop with Drive-Through Window Specialty Retail PAD B Fast-Food Restaurant with Drive-Through Window Specialty Retail BUILDING SIZE 1,725 ft 2 4,275 ft 2 2,500 ft 2 2,920 ft 2 TOTAL 11,420 ft 2 TABLE 3.2 TRIP GENERATION RATES LAND USE Starbucks Coffee/Donut Shop with Drive-Through Window (ITE Land Use Code 937) Fast-Food Restaurant with Drive-Through Window (ITE Land Use Code 934) Specialty Retail (ITE Land Use Code 814) TRIP GENERATION RATE Peak AM Hr. Peak PM Hr. 110.75 T/1000 ft 2 42.93 T/1000 ft 2 49.35 T/1000 ft 2 33.84 T/1000 ft 2-2.71 T/1000 ft 2

9 The trip generation rates were utilized in the determination of the expected number of peak AM and PM hour site generated trips. Patrons of shopping centres typically make multiple stops at various retail stores within the same shopping centre. Statistical data has found that 15 to 20 percent of the patrons will stop at more than one store. The study has assumed that 15 percent of the trips were shared with other uses within the shopping centre. The shared trip reduction was applied to the peak PM hour trips when the commercial and retail stores were open. During the peak AM hour only other fast-food and sit-down restaurants were open resulting in no shared trips. Table 3.3 shows the expected additional peak hour trips generated by the development of Pad A & B. TABLE 3.3 PEAK HOUR SITE TRIPS GENERATED UNIT TYPE WEEKDAY PEAK AM HR. WEEKDAY PEAK PM HR. TOTAL ENTER EXIT TOTAL ENTER EXIT Starbucks 191 97 (51%) 94 (49%) 74 37 (50%) 37 (50%) Fast-Food Restaurant 123 63 (51%) 60 (49%) 85 44 (52%) 41 (48%) Retail - - - 19 8 (44%) 11 (56%) 15% Share Trip Reduction - - - -27-13 -14 Total Trips 314 160 154 151 76 75 With the majority of trips generated by food related uses with drive-through windows for vehicular traffic, the study has not assigned a transit trip reduction to the trips generated by the site. It is recognized that there may be some walk-in patrons stopping off on their way to the bus stops which are located on Jeanne d Arc Boulevard adjacent to the site. These patrons may be considered transit trips which may reduce the number of pass-by site generated trips. The study has taken a conservative approach by not applying a reduction due to transit. Table 3.3 shows the expected site generated trips. 3.2 Trip Generated Primary Trips and Pass-By Trips The total number of site generated trips is a combination of primary trips and pass-by trips. Primary trips are trips where the primary destination is to/from the proposed development, and pass-by trips can be defined as traffic already on the adjacent street, which stops off at the development while passing by on-route to its primary destination. Coffee shops and fast-food restaurants are known to experience a high volume of pass-by trips. The Institute of Transportations Engineers (ITE) Trip Generation Handbook, March 2001, presents statistical data which shows that the pass-by and diverted link trips from fast-food restaurants with drivethrough windows can vary between 60 to 80 percent during a weekday peak PM hour time period. The study has examined the existing volume and direction of trips entering and exiting

10 the site and has assumed that 50 percent of the site trips would be pass-by trips and 50 percent primary trips (new trips). The primary/pass-by ratio was applied to both the peak AM and PM hour site generated trips. The site generated trips from Table 3.3 were divided into primary and pass-by trips which are presented in Table 3.4. TABLE 3.4 PRIMARY AND PASS-BY TRIPS UNIT TYPE WEEKDAY PEAK AM HR. WEEKDAY PEAK PM HR. TOTAL ENTER EXIT TOTAL ENTER EXIT Primary Trips (50%) 157 80 77 76 38 38 Pass-By Trips (50%) 157 80 77 75 38 37 Total Trips 314 160 154 151 76 75 3.3 Trip Distribution The distribution of primary trips to the site was determined by examining the density and proximity of the surrounding residential development, and convenience of the route to the development. The peak hour primary trips were distributed to the following proportion: Peak AM & PM Hour To/From the North 10% To/From the South 30% To/From the East 20% To/From the West 40% The above distribution was used for both the peak AM and PM hours. Figure 3.2 shows the expected distribution of site generated primary trips during the weekday peak AM and PM hours. The pass-by trips were distributed to the same proportion as the peak hour background traffic volumes. The following is the distribution of pass-by site generated trips: Peak AM Hour To the North 10% From the North 50% To the South 50% From the South 10% To the East 20% From the East 20% To the West 20% From the West 20% Peak PM Hour To the North 35% From the North 20% To the South 20% From the South 35% To the East 20% From the East 25% To the West 25% From the West 20%

11 FIGURE 3.2 WEEKDAY PEAK AM AND PM HOUR PRIMARY TRIPS

12 Figure 3.3 shows the peak hour distribution of pass-by site generated trips 4. TRANSPORTATION IMPACT The study will examine the operation of the site s accesses and the Jeanne d Arc/Orleans intersection. The site accesses which will be analyzed will comprise of the East and West Accesses onto Jeanne d Arc Boulevard and the North and South Accesses onto Orleans Boulevard. The most southerly right-in/right-out access onto Orleans Boulevard located at the YIG was not examined as the proposed development would have little impact on the operation of the access. The study will analyze the operation of the intersections for the existing traffic counts, for the intersection and site accesses for the 2014 traffic volumes at substantial completion of the development, and at 2019 which represents five years beyond completion of the development. The analysis will use the Highway Capacity Software, which utilizes the intersection capacity analysis procedure as documented in the 2010 Highway Capacity Manual. For unsignalized intersections, the level of service of each lane movement is determined as a function of the delay of vehicles at the approach. The following relates the level of service of each lane movement with the expected delay at the approach. LEVEL OF SERVICE DELAY Level of Service A 0-10 sec./vehicle Little or No Delay Level of Service B >10-15 sec./vehicle Short Traffic Delays Level of Service C >15-25 sec./vehicle Average Traffic Delays Level of Service D >25-35 sec./vehicle Long Traffic Delays Level of Service E >35-50 sec./vehicle Very Long Traffic Delays Level of Service F >50 sec./vehicle Extreme Delays Demand Exceeds Capacity The expected length of queue at the critical lane movements for an unsignalized intersection was determined by the calculation of the 95 th percentile queue at the lane approach. The 95 th percentile queue length is the calculated 95 th greatest queue length out of 100 occurrences at a movement during a 15-minute peak period. The 95 th percentile queue length is a function of the capacity of a movement and the total expected traffic, with the calculated value determining the magnitude of the queue by representing the queue length as fractions of vehicles. For a signalized intersection, the operation or level of service of an intersection is determined from the volume to capacity ratio (v/c) for each lane movement as documented by the City of Ottawa in the Assessment Guidelines, October 2006. The following relates the level of service with the volume to capacity ratio at each lane movement. LEVEL OF SERVICE VOLUME TO CAPACITY RATIO Level of Service A 0 to 0.60 Level of Service B 0.61 to 0.70 Level of Service C 0.71 to 0.80 Level of Service D 0.81 to 0.90 Level of Service E 0.91 to 1.00 Level of Service F > 1.00

13 FIGURE 3.3 WEEKDAY PEAK AM AND PM HOUR PASS-BY TRIPS

14 4.1 Background and Total Traffic Volumes The study will examine the impact of the site generated trips at the years 2014 and 2019. The growth in background traffic was determined from historical traffic counts taken by the City of Ottawa at the years 2006, 2009 and 2011. The counts determined that the traffic volumes along Jeanne d Arc Boulevard has increased at an annual average rate of approximately 5 percent, which was probably due to the development south of Innes Road and east of Mer Bleue Road. Traffic counts showed that traffic volumes along Orleans Boulevard showed little growth. The study has therefore utilized an annual growth in background traffic volumes of 5.0 percent along Jeanne d Arc Boulevard and 2.0 percent along Orleans Boulevard. A survey of the shopping centre determined that when the traffic counts were taken, the shopping centre experienced a vacancy rate of 11.5 percent. With the normal vacancy at 5 percent, the analysis has increased the background traffic entering and exiting the site by 6.5 percent which would bring the site trips into line with the normal occupancy of the shopping centre. Figure 4.1 shows the expected 2014 peak AM and PM hour balanced background traffic volumes utilizing the above growth rates (excluding site generated trips), and Figure 4.2 the 2019 peak hour balanced background traffic volumes. The total traffic volumes are the addition of the future background traffic and the expected site generated trips (Figure 3.2) and pass-by trips (Figure 3.3). Figure 4.3 shows the 2014 total traffic volumes and Figure 4.4 the 2019 total traffic volumes. 4.2 Traffic Analysis The report will examine the operation of the four site accesses onto Jeanne d Arc Boulevard and Orleans Boulevard, and the operation of the Jeanne d Arc/Orleans intersection. The results of the analysis are discussed in detail in the following sections: East Access and Jeanne d Arc Boulevard Intersection The intersection of the East Access and Jeanne d Arc Boulevard is located approximately 185 metres east of Orleans Boulevard. The intersection is controlled by traffic signals which were installed in the fall of 2012. The traffic signals were installed to improve the movement of pedestrians crossing Jeanne d Arc Boulevard. The northbound East Access approach has sufficient width to provide exclusive left and right turn lanes. Although the pavement markings at the approach did not delineate two separate turn lanes, vehicles at the approach queued in two separate lanes, therefore the analysis assumed an exclusive left and shared through/right lane at the northbound approach. Jeanne d Arc Boulevard forms the eastbound and westbound approaches, the site access the northbound approach, and Montcerf Court the southbound approach. The operational analysis was performed for the existing 2013 traffic counts (Figure 2.1) at the intersection. The analysis utilized a two phase signal with an 80 second cycle for both the peak AM and PM hours. The analysis determined that the intersection would operate at a LoS A during both the weekday peak AM and PM hours, with all approaches functioning at a Level of Service (LoS) A.

15 FIGURE 4.1 2014 WEEKDAY PEAK AM AND PM HOUR BACKGROUND TRAFFIC

16 FIGURE 4.2 2019 WEEKDAY PEAK AM AND PM HOUR BACKGROUND TRAFFIC

17 FIGURE 4.3 2014 WEEKDAY PEAK AM AND PM HOUR TOTAL TRAFFIC

18 FIGURE 4.4 2019 WEEKDAY PEAK AM AND PM HOUR TOTAL TRAFFIC

19 Table 4.1 summarizes the operation of the intersection with the analysis sheets provided in the Appendix as Exhibits 1 and 2. For the expected traffic volumes at the year 2014 which would include the expected trips from the proposed Pad A & B, the operational analysis determined that the intersection would continue to operate at a LoS A during both the peak AM and PM hours. The northbound through/right movement would function at a LoS B with all remaining movements functioning at a LoS A. Table 4.1 summarizes the operation of the intersection with the analysis sheets provided as Exhibits 3 and Exhibit 4. TABLE 4.1 EAST ACCESS/JEANNE D ARC LoS & Volume/Capacity (v/c) Intersection Approach WEEKDAY PEAK AM HOUR YEAR 2013 2014 (2019) WEEKDAY PEAK PM HOUR YEAR 2013 2014 (2019) LoS v/c LoS v/c EB Left/Through/ Jeanne d Arc A A (A) 0.15 0.16 (0.19) A A (C) 0.57 0.59 (0.73) WB Left Jeanne d Arc A A (A) 0.04 0.16 (0.17) A A (C) 0.31 0.44 (0.73) WB Through/ Jeanne d Arc A A (C) 0.54 0.55 (0.71) A A (A) 0.26 0.27 (0.35) NB Left East Access A A (A) 0.02 0.35 (0.35) A A (A) 0.10 0.19 (0.20) NB Through/ East Access A A (A) 0.04 0.19 (0.20) A B (C) 0.57 0.68 (0.72) SB Left/Through/ Montcerf A A (A) 0.14 0.14 (0.14) A A (A) 0.17 0.20 (0.21) TOTAL LoS A A (B) 0.48 0.52 (0.66) A A (C) 0.57 0.60 (0.73) At the year 2019, which represents five years beyond completion of the proposed development, the intersection would operate at a LoS B during the peak AM hour and LoS C during the peak PM hour using the same traffic signal timing plan. All lane movements would function between a LoS A and LoS C. The required vehicular storage at the northbound through/right lane movement would be 32 metres (peak PM hour), with the site plan providing 55 metres of clear throat distance. The westbound Jeanne d Arc left turn movement would require 23 metres of storage (peak AM hour) with 36 metres provided. Table 4.1 summarizes the operation of the intersection with the analysis sheets provided as Exhibits 5 and Exhibit 6. West Access and Jeanne d Arc Boulevard Intersection The West Access is a right-in/right-out access which provides access onto Jeanne d Arc Boulevard. The access is located approximately 70 metres east of the Jeanne d Arc/Orleans intersection. Jeanne d Arc Boulevard forms the eastbound and westbound approaches and the West Access the northbound approach which is controlled by a stop sign.

20 The 2013 operational analysis determined that the northbound right turn lane movement would function at a LoS A during the peak AM hour and LoS B during the peak PM hour. The 95 th percentile queue at the northbound right turn movement would be 0.15 vehicles (7 metres) with the site plan providing 30 metres of clear throat distance. Table 4.2 summarizes the operation of the intersection with the analysis sheets for the existing traffic volumes provided as Exhibit 7 for the peak AM hour and Exhibit 8 for the peak PM hour. TABLE 4.2 WEST ACCESS/JEANNE D ARC LoS & 95 th Percentile Queue Intersection Approach WEEKDAY PEAK AM HOUR YEAR 2013 2014 (2019) WEEKDAY PEAK PM HOUR YEAR 2013 2014 (2019) LoS Q 95 (Veh.) LoS Q 95 (Veh.) NB West Access A A (A) 0.00 0.03 (0.03) B B (C) 0.15 0.22 (0.28) At the year 2014 following the completion of Pad A and Pad B, the northbound right turn movement would continue to function at a LoS A during the peak AM hour and LoS B during the peak PM hour. The analysis results are shown in Table 4.2 with the work sheets provided as Exhibits 9 and 10. For the expected traffic volumes at the year 2019, the northbound right turn movement would function at a LoS A during the peak AM hour and a LoS C during the peak PM hour. The right turn movement would experience a 95 th percentile queue of 0.28 vehicles (7 metres) during the peak PM hour with 30 metres of clear throat distance provided. Table 4.2 summarizes the year 2019 operation of the intersection, with the analysis sheets provided as Exhibits 11 and Exhibit 12. North Access and Orleans Boulevard Intersection The North Access is a right-in/right-out access onto Orleans Boulevard. The access is located approximately 82 metres south of Jeanne d Arc Boulevard. The access provides access to/from a small parking lot at the north end of Pharma Plus. Orleans Boulevard forms the northbound and southbound approaches, and the North Access the westbound right turn movement. The operational analysis determined that using the 2013 traffic counts, the westbound right turn movement functioned at a LoS A during the peak AM hour and LoS B during the peak PM hour. Table 4.3 summarizes the operation of the intersection with the analysis sheets for the existing traffic volumes provided as Exhibit 13 for the peak AM hour and Exhibit 14 for the peak PM hour. Following the construction of Pad A and Pad B, the 2014 operational analysis determined that the westbound right turn movement would continue to function at a LoS A during the peak

21 AM hour and LoS B during the peak PM hour. The analysis results are shown in Table 4.3 with the work sheets provided as Exhibits 15 and 16. TABLE 4.3 NORTH ACCESS/ORLEANS LoS & 95 th Percentile Queue Intersection Approach WEEKDAY PEAK AM HOUR YEAR 2013 2014 (2019) WEEKDAY PEAK PM HOUR YEAR 2013 2014 (2019) LoS Q 95 (Veh.) LoS Q 95 (Veh.) WB North Access A A (A) 0.00 0.00 (0.00) B B (C) 0.00 0.00 (0.00) At the year 2019 which is five years beyond completion, the westbound right turn movement would function at a LoS A during the peak AM hour and LoS C during the peak PM hour. With the low volume of expected traffic at the access, the 95 th percentile queue was determined to be 0.00 vehicles. The access provides 17 metres of clear throat distance. The analysis results are shown in Table 4.3 with the work sheets provided as Exhibits 17 and 18. South Access and Orleans Boulevard Intersection The South Access to the site is the main access point onto Orleans Boulevard and is located approximately 187 metres south of the Jeanne d Arc/Orleans intersection. The intersection is a full movement T intersection with Orleans Boulevard forming the northbound and southbound approaches and the South Access the westbound approach. Although the westbound exit does not have pavement markings to delineate separate left and right turn lanes, the 6 metre wide exit lane is of sufficient width to provide separate lanes which was confirmed by observations during the traffic counts and aerial photographs showing vehicles queuing in separate left and right turn lanes. The analysis has therefore assumed that the westbound exit comprises of an exclusive left and right turn lane. The 2013 traffic counts determined that the southbound Orleans left turn movement functioned at a LoS A and westbound left turn at a LoS B and right turn at a LoS A during the peak AM hour. During the peak PM hour the southbound Orleans left turn movement functioned at a LoS A and westbound left turn at a LoS E and right turn at a LoS B. The analysis results are shown in Table 4.4 with the work sheets provided as Exhibit 19 and Exhibit 20. For the post development analysis, a traffic signal warrant analysis was conducted at the South Access/Orleans intersection using the expected year 2019 traffic volumes (Figure 4.4). The warrant analysis, which is provided as Exhibit 21 in the Appendix, determined that the intersection met 87 percent of the warrants for the installation of traffic control signals. The intersection was therefore analyzed as a two-way stop controlled intersection for the 2014 and 2019 operational analysis.

22 TABLE 4.4 SOUTH ACCESS/ORLEANS LoS & 95 th Percentile Queue Intersection Approach WEEKDAY PEAK AM HOUR YEAR 2013 2014 (2019) WEEKDAY PEAK PM HOUR YEAR 2013 2014 (2019) LoS Q 95 (Veh.) LoS Q 95 (Veh.) SB Left - Orleans A A (A) 0.06 0.13 (0.14) A B (B) 0.46 0.53 (0.62) WB Left South Access B C (C) 0.25 0.41 (0.47) E F (F) 4.01 5.46 (7.71) WB South Access A B (B) 0.07 0.33 (0.36) B B (B) 0.48 0.58 (0.67) At the year 2014 following the completion of Pad A and Pad B, the southbound left turn movement functioned at a LoS A, and westbound left at a LoS C and right at a LoS B during the peak AM hour. During the peak PM hour the southbound movement functioned at a LoS B and westbound left at a LoS F and right at a LoS B. The low level of service at the westbound left turn movement would translate to a lane delay of 52.2 seconds. Table 4.4 summarizes the operation of the intersection with the analysis sheets provided as Exhibit 22 and Exhibit 23. For the expected 2019 traffic volumes which represent five year beyond completion of the proposed development, the southbound Orleans left turn movement would function at a LoS A during the peak AM hour, and the westbound left turn at a LoS C and right turn at a LoS B. During the peak PM hour the southbound left turn movement would function at a LoS B, and the westbound left turn at a LoS F and right turn at a LoS B. The westbound left turn movement would experience a lane delay of 86.7 seconds with a 95 th percentile queue of 7.71 vehicles (56 metres). The site plan provides a clear throat distance of 45 metres for the westbound left turn movement. Any delay at the westbound left turn movement would be within the shopping centre site and would not have an impact on the operation of the public road. The analysis results are shown in Table 4.4 with the work sheets provided as Exhibits 24 and 25. Jeanne d Arc and Orleans Boulevard Intersection The intersection of Jeanne d Arc Boulevard and Orleans Boulevard is controlled by three phase traffic signals. The signal timing plan obtained from the City of Ottawa showed a peak AM and PM hour cycle length of 80 seconds. Utilizing the existing lane geometry, signal timing plan, and 2011 traffic counts which were obtained from the City of Ottawa and provided as Exhibit 26, the intersection functioned at an overall LoS A during the peak AM hour and LoS B during the peak PM hour. Table 4.5 summarizes the operation of the intersection with the analysis sheets provided as Exhibit 27 for the peak AM hour and Exhibit 28 the peak PM hour.

23 At the year 2014 following the completion of Pad A and Pad B, the intersection was determined to function at a LoS B during the peak AM hour and LoS C during the peak PM hour. The traffic signal timing was adjusted to allow more green time to the westbound Jeanne d Arc Boulevard traffic in order to handle the increasing background traffic volumes. The signal cycle length remained at 80 seconds for both the peak AM and PM hours. Table 4.5 summarizes the operation of the intersection with the analysis sheets provided as Exhibit 29 for the peak AM hour and Exhibit 30 for the peak PM hour. TABLE 4.5 JEANNE D ARC/ORLEANS LoS & Volume/Capacity (v/c) Intersection Approach WEEKDAY PEAK AM HOUR YEAR 2011 2014 (2019) WEEKDAY PEAK PM HOUR YEAR 2011 2014 (2019) LoS v/c LoS v/c EB Left Jeanne d Arc A A (A) 0.41 0.45 (0.60) A A (A) 0.14 0.15 (0.20) EB Through Jeanne d Arc A A (A) 0.18 0.18 (0.19) C C (D) 0.77 0.78 (0.89) WB Left Jeanne d Arc A A (A) 0.09 0.08 (0.10) A A (A) 0.28 0.34 (0.44) WB Through Jeanne d Arc D C (D) 0.84 0.78 (0.85) A A (A) 0.33 0.33 (0.38) NB Left Orleans A A (A) 0.23 0.31 (0.43) A A (A) 0.34 0.39 (0.50) NB Through Orleans A A (C) 0.40 0.56 (0.75) A C (D) 0.48 0.73 (0.90) SB Left Orleans A A (A) 0.17 0.24 (0.33) A A (B) 0.48 0.54 (0.69) SB Through - Orleans A A (B) 0.37 0.51 (0.68) A A (B) 0.37 0.55 (0.68) TOTAL LoS A B (C) 0.57 0.64 (0.78) B C (D) 0.67 0.75 (0.89) For the expected year 2019 traffic volumes, the Jeanne d Arc/Orleans intersection would function at a LoS C during the peak AM hour and LoS D during the peak PM hour. Table 4.5 summarizes the operation of the intersection with the analysis sheets provided as Exhibit 31 and Exhibit 32. 4.3 Site Circulation of Traffic The proposed Site Plan presents an efficient movement of vehicles throughout the site. The layout of Pad A and Pad B distributes site traffic to three access points to the site. The new site generated trips would be distributed to the East Access and West Access onto Jeanne d Arc Boulevard, and to the South Access onto Orleans Boulevard. The design of the drive-through lanes provides queuing for 11 vehicles at both the Starbucks and fast-food restaurant. The drive-through aisles would not interfere with the circulation and parking of vehicles at either Pad A or Pad B.

24 The Site Plan provides sufficient clear through distance and space to allow for queued vehicles at the East, West and North accesses. Queuing at the South Access for westbound left turning vehicles may at times extend past the first parking aisle during peak PM hours. 4.4 Collision Reports A three year collision report summary was obtained from the City of Ottawa for the year 2010 through 2012 at the intersection of Jeanne d Arc Boulevard and Montcerf Court (East Access). The reports determined that there were 3 reported collisions over the three year time period. Of the 3 collisions, all were angular collisions which are collisions which may be reduced by the installation of traffic signals or modifications to the intersection. Table 4.3 summarizes the types of collisions reported at the intersections over the three year period, with the City of Ottawa collision reports provided in the Appendix as Exhibit 33. TABLE 4.6 COLLISION SUMMARY COLLISION DATA Jeanne d Arc/Montcerf (East Access) Intersection Year Rear-End Angular Turning Other Total 2010 0 0 0 0 0 2011 0 0 0 0 0 2012 0 3 0 0 3 4.5 Pedestrian, Cycling, and Transit Facilities The Site Plan provides sidewalks for access to Pad A and B, which extends to link with the public sidewalk along Jeanne d Arc Boulevard. The sidewalks along the proposed buildings also link to the existing shopping centre parking lot. Both buildings on Pad A and Pad B would provide bicycle racks for patrons. Jeanne d Arc Boulevard and Orleans Boulevard are both identified in the City of Ottawa TMP as an On-road Cycling Route. The site is well served by OC Transpo Regular Route 130 and Peak Hour Route 30 along Jeanne d Arc Boulevard and Regular Route 134 and Peak Hour Route 34 along Orleans Boulevard. Eastbound bus stops are located along Jeanne d Arc Boulevard adjacent to the site and westbound across the road from the site. Bus stops along Orleans Boulevard are located at the Jeanne d Arc/Orleans intersection. The location of bus stops are shown in Figure 3.1

25 5. JEANNE D ARC BOULEVARD / MONTCERF COURT INTERSECTION The intersection of Jeanne d Arc Boulevard and Montcerf Court (East Access) was originally a two-way stop controlled intersection with stop signs placed at the northbound East Access approach and southbound Montcerf Court approach. Due to safety concerns, the City of Ottawa conducted a study which examined the safety of pedestrians crossing Jeanne d Arc Boulevard between Montcerf Court and Champneuf Crescent. The recommendations of the study are documented in the City of Ottawa Jeanne d Arc Boulevard Safety Review: Final Report. The study determined that utilizing 2009 traffic counts, the Jeanne d Arc/Montcerf intersection did not meet the traffic control signals warrants. The report did conclude that pedestrian signals were warranted due to the volume of pedestrians crossing Jeanne d Arc Boulevard between Montcerf Court and Champneuf Crescent. The warrants were based on the installation of a fence along Jeanne d Arc Boulevard from Montcerf Court to a point east of Champneuf Crescent and closure of the Jeanne d Arc Boulevard median at Champneuf Crescent which would direct all pedestrian crossings to one location (Montcerf Court). Mid-block pedestrian signals were not recommended due to the close proximity of the two intersections (back-to-back left turn lanes) and the horizontal alignment of the road. The recommendation would be the installation of full traffic signals installed at the Jeanne d Arc/Montcerf intersection. The traffic signals were installed in the fall of 2012, but the recommended fence along the median was only installed from Montcerf Court to a point west of Champneuf Crescent, which would still allow pedestrians to cross at the Jeanne d Arc/Champneuf intersection. This study has examined the Jeanne d Arc/Montcerf intersection to determine if the intersection met the traffic or pedestrian warrants using traffic counts taken on June 18, 2013. The traffic signal warrant analysis used the 8 hour counts which are provided in Exhibit 34 and collision summary in Exhibit 33. The traffic counts and number of collisions determined that the intersection met 56 percent of the warrants for the installation of traffic control signals. The analysis sheets are provided in the Appendix as Exhibit 35. The pedestrian warrants were determined from counts also taken on June 18, 2013 which was a sunny Tuesday (high 20 ºC) which captured students walking between Garneau Catholic Secondary School and the shopping centre at noon and breaks. The pedestrian warrant analysis, which is provided as Exhibit 36, determined that the intersection met 57.5 percent of the warrants for the installation of pedestrian signals. Observations did note many students crossing Jeanne d Arc Boulevard at Champneuf Crescent to access the pathway to school. The conclusions of the signal warrant analyses were that the traffic signals at the intersection of Jeanne d Arc Boulevard and Montcerf Court (East Access) did not meet the warrants for the installation of signals.

26 6. FINDINGS Orleans Gardens Shopping Centre Inc. has proposed the construction of two additional freestanding buildings at the Orleans Gardens Shopping Centre at 1615 Orleans Boulevard. The shopping centre is located on a 5.573 hectare site at the southeast corner of the intersection of Jeanne d Arc Boulevard and Orleans Boulevard. The shopping centre is currently occupied by Your Independent Grocery (YIG) and a mixture of retail, restaurants, office, and a drug store. The proposal includes the construction of two buildings which would contain a Starbucks, retail, and a fast-food restaurant with a drive-through window. The additional development would utilize the existing accesses to the shopping centre. The study analysis has examined four of the existing site accesses onto Jeane d Arc Boulevard and Orleans Boulevard, and the Jeanne d Arc/Orleans intersection for the impact of the additional site traffic during the weekday peak AM and PM hour of the adjacent roads. The site is expected to be substantially completed by the year 2014. The findings and recommendations of the study are summarized in the following: 1) The trip generation analysis determined that the proposed development on Pad A and B would generate 160 vehicles entering and 154 vehicles exiting the site during the peak AM hour, and 76 vehicles entering and 75 vehicles exiting during the peak PM hour. 2) The study analysis has examined the impact on four of the existing accesses to the shopping centre. The accesses examined consist of the East Access and West Access onto Jeanne d Arc Boulevard, and the North Access and South Access onto Orleans Boulevard. The most southerly right-in/right-out access at YIG was not examined as trips to/from the proposed development would have a negligible impact on the access. The traffic impact analysis determined that the proposed development on Pad A and B would generate the majority of trips during the peak AM hour when most of the retail in the shopping centre was not open, and a lower number of trips during the peak PM hour when the retail stores are open. This would tend to better distribute the peak hour traffic entering and exiting the shopping centre. The operational analysis utilizing the expected traffic volumes at the year 2019 at the four accesses and the Jeanne d Arc/Orleans intersection determined that the proposed development would have a minor impact of the intersections, with no roadway modifications required due to development. It is recommended that the signal timing at the Jeanne d Arc/Orleans intersection be reviewed to optimize the timing to accommodate the increasing background traffic volumes along Jeanne d Arc Boulevard. 3) A traffic signal warrant analysis and pedestrian warrant analysis at the Jeanne d Arc/Montcerf intersection determined that the intersection did not meet the warrants for the installation of traffic signals. 4) A Check List is provided in the Appendix as Exhibit 37.

27 The traffic impact analysis concluded that there would be no roadway modifications required at the shopping centre assesses onto Jeanne d Arc Boulevard and Orleans Boulevard due to the development of Pad A and Pad B. Pavement markings are recommended at the northbound approach to the East Access onto Jeanne d Arc Boulevard providing an exclusive left turn lane, and the westbound approach to the South Access onto Orleans Boulevard which would delineate separate left turn and right turn lanes. The analysis also recommended that no roadway modifications were required at the Jeanne d Arc/Orleans intersection due to the proposed development and that the traffic signal timing may need to be adjusted due to the increasing background traffic along Jeanne d Arc Boulevard. Prepared by: David J. Halpenny, P. Eng.

28 APPENDIX OPERATIONAL ANALYSIS WORK SHEETS COLLISION SUMMARY REPORT 8 HOUR TRAFFIC COUNTS (Jeanne d Arc/Montcerf) TRAFFIC SIGNAL WARRANTS PEDESTRIAN SIGNAL WARRANTS TRANSPORTATION IMPACT STUDY - CHECK LIST

29 EXHIBIT 1 2013 PEAK AM HOUR TOTAL TRAFFIC ANALYSIS East Access/Jeanne d Arc HCS+: Signalized Intersections Release 5.4 Analyst: Inter.: Jeanne d'arc/montcerf Period: Peak AM hour Year: Year 2013 Project ID: Orleans Gardens Shopping Centre E/W St: Jeanne d'arc Boulevard N/S St: Montcerf Crescent SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound Northbound Southbound No. Lanes 0 2 0 1 2 0 1 1 0 0 1 0 LGConfig LTR L TR L TR LTR Volume 4 305 8 26 1222 8 4 0 8 8 0 18 Lane Width 3.6 3.6 3.6 3.6 3.6 3.6 RTOR Vol 0 0 0 0 _ Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left A NB Left P Thru A Thru P A P Peds X Peds X WB Left A SB Left P Thru A Thru P A P Peds X Peds X NB EB SB WB Green 58.0 10.0 Yellow 3.7 3.7 All Red 2.3 2.3 Cycle Length: 80.0 secs CAPACITY AND LOS WORKSHEET Capacity Analysis and Lane Group Capacity Adj Adj Sat Flow Green --Lane Group-- Appr/ Lane Flow Rate Flow Rate Ratio Ratio Capacity v/c Mvmt Group (v) (s) (v/s) (g/c) (c) Ratio _ Eastbound Left Thru LTR 345 3153 0.11 0.74 2325 0.15 Westbound Left L 28 934 0.03 0.74 689 0.04 Thru TR 1337 3357 # 0.40 0.74 2476 0.54 Northbound Left L 4 1336 0.00 0.13 167 0.02 Thru TR 9 1530 0.01 0.14 210 0.04 Southbound Left Thru LTR 29 1498 # 0.02 0.14 206 0.14 _ Sum of flow ratios for critical lane groups, Yc = Sum (v/s) = 0.42 Total lost time per cycle, L = 10.00 sec Critical flow rate to capacity ratio, Xc = (Yc)(C)/(C-L) = 0.48

30 EXHIBIT 2 2013 PEAK PM HOUR TOTAL TRAFFIC ANALYSIS East Access/Jeanne d Arc HCS+: Signalized Intersections Release 5.4 Analyst: Inter.: Jeanne d'arc/montcerf Period: Peak PM hour Year: Year 2013 Project ID: Orleans Gardens Shopping Centre E/W St: Jeanne d'arc Boulevard N/S St: Montcerf Crescent SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound Northbound Southbound No. Lanes 0 2 0 1 2 0 1 1 0 0 1 0 LGConfig LTR L TR L TR LTR Volume 20 1186 10 68 588 11 16 2 109 11 2 13 Lane Width 3.6 3.6 3.6 3.6 3.6 3.6 RTOR Vol 0 0 0 0 _ Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left A NB Left P Thru A Thru P A P Peds X Peds X WB Left A SB Left P Thru A Thru P A P Peds X Peds X NB EB SB WB Green 58.0 10.0 Yellow 3.7 3.7 All Red 2.3 2.3 Cycle Length: 80.0 secs CAPACITY AND LOS WORKSHEET Capacity Analysis and Lane Group Capacity Adj Adj Sat Flow Green --Lane Group-- Appr/ Lane Flow Rate Flow Rate Ratio Ratio Capacity v/c Mvmt Group (v) (s) (v/s) (g/c) (c) Ratio _ Eastbound Left Thru LTR 1322 3152 # 0.42 0.74 2325 0.57 Westbound Left L 74 323 0.23 0.74 238 0.31 Thru TR 651 3352 0.19 0.74 2472 0.26 Northbound Left L 17 1404 0.01 0.13 176 0.10 Thru TR 120 1535 # 0.08 0.14 211 0.57 Southbound Left Thru LTR 28 1191 0.02 0.14 164 0.17 _ Sum of flow ratios for critical lane groups, Yc = Sum (v/s) = 0.50 Total lost time per cycle, L = 10.00 sec Critical flow rate to capacity ratio, Xc = (Yc)(C)/(C-L) = 0.57

31 EXHIBIT 3 2014 PEAK AM HOUR TOTAL TRAFFIC ANALYSIS East Access/Jeanne d Arc HCS+: Signalized Intersections Release 5.4 Analyst: Inter.: Jeanne d'arc/montcerf Period: Peak AM hour Year: Year 2014 Project ID: Orleans Gardens Shopping Centre E/W St: Jeanne d'arc Boulevard N/S St: Montcerf Crescent SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound Northbound Southbound No. Lanes 0 2 0 1 2 0 1 1 0 0 1 0 LGConfig LTR L TR L TR LTR Volume 4 311 21 98 1245 8 53 0 37 8 0 18 Lane Width 3.6 3.6 3.6 3.6 3.6 3.6 RTOR Vol 0 0 0 0 _ Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left A NB Left P Thru A Thru P A P Peds X Peds X WB Left A SB Left P Thru A Thru P A P Peds X Peds X NB EB SB WB Green 58.0 10.0 Yellow 3.7 3.7 All Red 2.3 2.3 Cycle Length: 80.0 secs CAPACITY AND LOS WORKSHEET Capacity Analysis and Lane Group Capacity Adj Adj Sat Flow Green --Lane Group-- Appr/ Lane Flow Rate Flow Rate Ratio Ratio Capacity v/c Mvmt Group (v) (s) (v/s) (g/c) (c) Ratio _ Eastbound Left Thru LTR 365 3133 0.12 0.74 2311 0.16 Westbound Left L 107 916 0.12 0.74 676 0.16 Thru TR 1362 3357 # 0.41 0.74 2476 0.55 Northbound Left L 58 1336 # 0.04 0.13 167 0.35 Thru TR 40 1530 0.03 0.14 210 0.19 Southbound Left Thru LTR 29 1484 0.02 0.14 204 0.14 _ Sum of flow ratios for critical lane groups, Yc = Sum (v/s) = 0.45 Total lost time per cycle, L = 11.00 sec Critical flow rate to capacity ratio, Xc = (Yc)(C)/(C-L) = 0.52

32 EXHIBIT 4 2014 PEAK PM HOUR TOTAL TRAFFIC ANALYSIS East Access/Jeanne d Arc HCS+: Signalized Intersections Release 5.4 Analyst: Inter.: Jeanne d'arc/montcerf Period: Peak PM hour Year: Year 2014 Project ID: Orleans Gardens Shopping Centre E/W St: Jeanne d'arc Boulevard N/S St: Montcerf Crescent SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound Northbound Southbound No. Lanes 0 2 0 1 2 0 1 1 0 0 1 0 LGConfig LTR L TR L TR LTR Volume 20 1214 19 91 612 11 31 2 131 11 2 13 Lane Width 3.6 3.6 3.6 3.6 3.6 3.6 RTOR Vol 0 0 0 0 _ Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left A NB Left P Thru A Thru P A P Peds X Peds X WB Left A SB Left P Thru A Thru P A P Peds X Peds X NB EB SB WB Green 58.0 10.0 Yellow 3.7 3.7 All Red 2.3 2.3 Cycle Length: 80.0 secs CAPACITY AND LOS WORKSHEET Capacity Analysis and Lane Group Capacity Adj Adj Sat Flow Green --Lane Group-- Appr/ Lane Flow Rate Flow Rate Ratio Ratio Capacity v/c Mvmt Group (v) (s) (v/s) (g/c) (c) Ratio _ Eastbound Left Thru LTR 1363 3149 # 0.43 0.74 2322 0.59 Westbound Left L 99 306 0.32 0.74 226 0.44 Thru TR 677 3352 0.20 0.74 2472 0.27 Northbound Left L 34 1404 0.02 0.13 176 0.19 Thru TR 144 1534 # 0.09 0.14 211 0.68 Southbound Left Thru LTR 28 1018 0.03 0.14 140 0.20 _ Sum of flow ratios for critical lane groups, Yc = Sum (v/s) = 0.53 Total lost time per cycle, L = 10.00 sec Critical flow rate to capacity ratio, Xc = (Yc)(C)/(C-L) = 0.60

33 EXHIBIT 5 2019 PEAK AM HOUR TOTAL TRAFFIC ANALYSIS East Access/Jeanne d Arc HCS+: Signalized Intersections Release 5.4 Analyst: Inter.: Jeanne d'arc/montcerf Period: Peak AM hour Year: Year 2019 Project ID: Orleans Gardens Shopping Centre E/W St: Jeanne d'arc Boulevard N/S St: Montcerf Crescent SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound Northbound Southbound No. Lanes 0 2 0 1 2 0 1 1 0 0 1 0 LGConfig LTR L TR L TR LTR Volume 4 383 22 100 1606 8 53 0 38 8 0 18 Lane Width 3.6 3.6 3.6 3.6 3.6 3.6 RTOR Vol 0 0 0 0 _ Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left A NB Left P Thru A Thru P A P Peds X Peds X WB Left A SB Left P Thru A Thru P A P Peds X Peds X NB EB SB WB Green 58.0 10.0 Yellow 3.7 3.7 All Red 2.3 2.3 Cycle Length: 80.0 secs CAPACITY AND LOS WORKSHEET Capacity Analysis and Lane Group Capacity Adj Adj Sat Flow Green --Lane Group-- Appr/ Lane Flow Rate Flow Rate Ratio Ratio Capacity v/c Mvmt Group (v) (s) (v/s) (g/c) (c) Ratio _ Eastbound Left Thru LTR 444 3128 0.14 0.74 2307 0.19 Westbound Left L 109 849 0.13 0.74 626 0.17 Thru TR 1755 3358 # 0.52 0.74 2477 0.71 Northbound Left L 58 1336 # 0.04 0.13 167 0.35 Thru TR 41 1530 0.03 0.14 210 0.20 Southbound Left Thru LTR 29 1483 0.02 0.14 204 0.14 _ Sum of flow ratios for critical lane groups, Yc = Sum (v/s) = 0.57 Total lost time per cycle, L = 11.00 sec Critical flow rate to capacity ratio, Xc = (Yc)(C)/(C-L) = 0.66

34 EXHIBIT 6 2019 PEAK PM HOUR TOTAL TRAFFIC ANALYSIS East Access/Jeanne d Arc HCS+: Signalized Intersections Release 5.4 Analyst: Inter.: Jeanne d'arc/montcerf Period: Peak PM hour Year: Year 2019 Project ID: Orleans Gardens Shopping Centre E/W St: Jeanne d'arc Boulevard N/S St: Montcerf Crescent SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound Northbound Southbound No. Lanes 0 2 0 1 2 0 1 1 0 0 1 0 LGConfig LTR L TR L TR LTR Volume 20 1510 20 95 790 11 32 2 138 11 2 13 Lane Width 3.6 3.6 3.6 3.6 3.6 3.6 RTOR Vol 0 0 0 0 _ Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left A NB Left P Thru A Thru P A P Peds X Peds X WB Left A SB Left P Thru A Thru P A P Peds X Peds X NB EB SB WB Green 58.0 10.0 Yellow 3.7 3.7 All Red 2.3 2.3 Cycle Length: 80.0 secs CAPACITY AND LOS WORKSHEET Capacity Analysis and Lane Group Capacity Adj Adj Sat Flow Green --Lane Group-- Appr/ Lane Flow Rate Flow Rate Ratio Ratio Capacity v/c Mvmt Group (v) (s) (v/s) (g/c) (c) Ratio _ Eastbound Left Thru LTR 1685 3144 0.54 0.74 2319 0.73 Westbound Left L 103 192 # 0.54 0.74 142 0.73 Thru TR 871 3354 0.26 0.74 2474 0.35 Northbound Left L 35 1404 0.02 0.13 176 0.20 Thru TR 152 1534 # 0.10 0.14 211 0.72 Southbound Left Thru LTR 28 963 0.03 0.14 132 0.21 _ Sum of flow ratios for critical lane groups, Yc = Sum (v/s) = 0.64 Total lost time per cycle, L = 10.00 sec Critical flow rate to capacity ratio, Xc = (Yc)(C)/(C-L) = 0.73

35 EXHIBIT 7 2013 PEAK AM HOUR TOTAL TRAFFIC ANALYSIS West Access/Jeanne d Arc HCS+: Unsignalized Intersections Release 5.6 TWO-WAY STOP CONTROL SUMMARY Analysis Time Period: Peak AM hour Intersection: West Access/Jeanne d'arc Analysis Year: Year 2013 Project ID: Orleans Gardens Shopping Centre East/West Street: Jeanne d'arc Boulevard North/South Street: West Access Intersection Orientation: EW Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Eastbound Westbound Movement 1 2 3 4 5 6 Volume 317 21 1244 Peak-Hour Factor, PHF 0.92 0.92 0.92 Hourly Flow Rate, HFR 344 22 1352 Percent Heavy Vehicles -- -- -- -- Median Type/Storage Raised curb / 1 RT Channelized? Lanes 2 0 2 Configuration T TR T Upstream Signal? No No Minor Street: Approach Northbound Southbound Movement 7 8 9 10 11 12 Volume 0 Peak Hour Factor, PHF 0.92 Hourly Flow Rate, HFR 0 Percent Heavy Vehicles 0 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage / / Lanes 1 Configuration R Delay, Queue Length, and Level of Service Approach EB WB Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Config R v (vph) 0 C(m) (vph) 865 v/c 0.00 95% queue length 0.00 Control Delay 9.2 LOS A Approach Delay Approach LOS

36 EXHIBIT 8 2013 PEAK PM HOUR TOTAL TRAFFIC ANALYSIS West Access/Jeanne d Arc HCS+: Unsignalized Intersections Release 5.6 TWO-WAY STOP CONTROL SUMMARY Analysis Time Period: Peak PM hour Intersection: West Access/Jeanne d'arc Analysis Year: Year 2013 Project ID: Orleans Gardens Shopping Centre East/West Street: Jeanne d'arc Boulevard North/South Street: West Access Intersection Orientation: EW Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Eastbound Westbound Movement 1 2 3 4 5 6 Volume 1195 46 617 Peak-Hour Factor, PHF 0.92 0.92 0.92 Hourly Flow Rate, HFR 1298 49 670 Percent Heavy Vehicles -- -- -- -- Median Type/Storage Raised curb / 1 RT Channelized? Lanes 2 0 2 Configuration T TR T Upstream Signal? No No Minor Street: Approach Northbound Southbound Movement 7 8 9 10 11 12 Volume 21 Peak Hour Factor, PHF 0.92 Hourly Flow Rate, HFR 22 Percent Heavy Vehicles 0 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage / / Lanes 1 Configuration R Delay, Queue Length, and Level of Service Approach EB WB Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Config R v (vph) 22 C(m) (vph) 458 v/c 0.05 95% queue length 0.15 Control Delay 13.3 LOS B Approach Delay 13.3 Approach LOS B

37 EXHIBIT 9 2014 PEAK AM HOUR TOTAL TRAFFIC ANALYSIS West Access/Jeanne d Arc HCS+: Unsignalized Intersections Release 5.6 TWO-WAY STOP CONTROL SUMMARY Analysis Time Period: Peak AM hour Intersection: West Access/Jeanne d'arc Analysis Year: Year 2014 Project ID: Orleans Gardens Shopping Centre East/West Street: Jeanne d'arc Boulevard North/South Street: West Access Intersection Orientation: EW Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Eastbound Westbound Movement 1 2 3 4 5 6 Volume 328 38 1316 Peak-Hour Factor, PHF 0.92 0.92 0.92 Hourly Flow Rate, HFR 356 41 1430 Percent Heavy Vehicles -- -- -- -- Median Type/Storage Raised curb / 1 RT Channelized? Lanes 2 0 2 Configuration T TR T Upstream Signal? No No Minor Street: Approach Northbound Southbound Movement 7 8 9 10 11 12 Volume 8 Peak Hour Factor, PHF 0.92 Hourly Flow Rate, HFR 8 Percent Heavy Vehicles 0 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage / / Lanes 1 Configuration R Delay, Queue Length, and Level of Service Approach EB WB Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Config R v (vph) 8 C(m) (vph) 848 v/c 0.01 95% queue length 0.03 Control Delay 9.3 LOS A Approach Delay 9.3 Approach LOS A

38 EXHIBIT 10 2014 PEAK PM HOUR TOTAL TRAFFIC ANALYSIS West Access/Jeanne d Arc HCS+: Unsignalized Intersections Release 5.6 TWO-WAY STOP CONTROL SUMMARY Analysis Time Period: Peak PM hour Intersection: West Access/Jeanne d'arc Analysis Year: Year 2014 Project ID: Orleans Gardens Shopping Centre East/West Street: Jeanne d'arc Boulevard North/South Street: West Access Intersection Orientation: EW Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Eastbound Westbound Movement 1 2 3 4 5 6 Volume 1225 58 656 Peak-Hour Factor, PHF 0.92 0.92 0.92 Hourly Flow Rate, HFR 1331 63 713 Percent Heavy Vehicles -- -- -- -- Median Type/Storage Raised curb / 1 RT Channelized? Lanes 2 0 2 Configuration T TR T Upstream Signal? No No Minor Street: Approach Northbound Southbound Movement 7 8 9 10 11 12 Volume 28 Peak Hour Factor, PHF 0.92 Hourly Flow Rate, HFR 30 Percent Heavy Vehicles 0 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage / / Lanes 1 Configuration R Delay, Queue Length, and Level of Service Approach EB WB Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Config R v (vph) 30 C(m) (vph) 444 v/c 0.07 95% queue length 0.22 Control Delay 13.7 LOS B Approach Delay 13.7 Approach LOS B

39 EXHIBIT 11 2019 PEAK AM HOUR TOTAL TRAFFIC ANALYSIS West Access/Jeanne d Arc HCS+: Unsignalized Intersections Release 5.6 TWO-WAY STOP CONTROL SUMMARY Analysis Time Period: Peak AM hour Intersection: West Access/Jeanne d'arc Analysis Year: Year 2019 Project ID: Orleans Gardens Shopping Centre East/West Street: Jeanne d'arc Boulevard North/South Street: West Access Intersection Orientation: EW Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Eastbound Westbound Movement 1 2 3 4 5 6 Volume 401 39 1677 Peak-Hour Factor, PHF 0.92 0.92 0.92 Hourly Flow Rate, HFR 435 42 1822 Percent Heavy Vehicles -- -- -- -- Median Type/Storage Raised curb / 1 RT Channelized? Lanes 2 0 2 Configuration T TR T Upstream Signal? No No Minor Street: Approach Northbound Southbound Movement 7 8 9 10 11 12 Volume 8 Peak Hour Factor, PHF 0.92 Hourly Flow Rate, HFR 8 Percent Heavy Vehicles 0 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage / / Lanes 1 Configuration R Delay, Queue Length, and Level of Service Approach EB WB Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Config R v (vph) 8 C(m) (vph) 806 v/c 0.01 95% queue length 0.03 Control Delay 9.5 LOS A Approach Delay 9.5 Approach LOS A

40 EXHIBIT 12 2019 PEAK PM HOUR TOTAL TRAFFIC ANALYSIS West Access/Jeanne d Arc HCS+: Unsignalized Intersections Release 5.6 TWO-WAY STOP CONTROL SUMMARY Analysis Time Period: Peak PM hour Intersection: West Access/Jeanne d'arc Analysis Year: Year 2019 Project ID: Orleans Gardens Shopping Centre East/West Street: Jeanne d'arc Boulevard North/South Street: West Access Intersection Orientation: EW Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Eastbound Westbound Movement 1 2 3 4 5 6 Volume 1521 61 835 Peak-Hour Factor, PHF 0.92 0.92 0.92 Hourly Flow Rate, HFR 1653 66 907 Percent Heavy Vehicles -- -- -- -- Median Type/Storage Raised curb / 1 RT Channelized? Lanes 2 0 2 Configuration T TR T Upstream Signal? No No Minor Street: Approach Northbound Southbound Movement 7 8 9 10 11 12 Volume 29 Peak Hour Factor, PHF 0.92 Hourly Flow Rate, HFR 31 Percent Heavy Vehicles 0 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage / / Lanes 1 Configuration R Delay, Queue Length, and Level of Service Approach EB WB Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Config R v (vph) 31 C(m) (vph) 359 v/c 0.09 95% queue length 0.28 Control Delay 16.0 LOS C Approach Delay 16.0 Approach LOS C

41 EXHIBIT 13 2013 PEAK AM HOUR TOTAL TRAFFIC ANALYSIS North Access/Orleans HCS+: Unsignalized Intersections Release 5.6 TWO-WAY STOP CONTROL SUMMARY Analysis Time Period: Peak AM hour Intersection: North Access/Orleans Analysis Year: Year 2013 Project ID: Orleans Gardens Shopping Centre East/West Street: Orleans Boulevard North/South Street: North Access Intersection Orientation: NS Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Northbound Southbound Movement 1 2 3 4 5 6 Volume 507 2 420 Peak-Hour Factor, PHF 0.92 0.92 0.92 Hourly Flow Rate, HFR 551 2 456 Percent Heavy Vehicles -- -- -- -- Median Type/Storage Raised curb / 1 RT Channelized? Lanes 2 0 2 Configuration T TR T Upstream Signal? No No Minor Street: Approach Westbound Eastbound Movement 7 8 9 10 11 12 Volume 0 Peak Hour Factor, PHF 0.92 Hourly Flow Rate, HFR 0 Percent Heavy Vehicles 0 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage / / Lanes 1 Configuration R Delay, Queue Length, and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Config R v (vph) 0 C(m) (vph) 768 v/c 0.00 95% queue length 0.00 Control Delay 9.7 LOS A Approach Delay Approach LOS

42 EXHIBIT 14 2013 PEAK PM HOUR TOTAL TRAFFIC ANALYSIS North Access/Orleans HCS+: Unsignalized Intersections Release 5.6 TWO-WAY STOP CONTROL SUMMARY Analysis Time Period: Peak PM hour Intersection: North Access/Orleans Analysis Year: Year 2013 Project ID: Orleans Gardens Shopping Centre East/West Street: Orleans Boulevard North/South Street: North Access Intersection Orientation: NS Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Northbound Southbound Movement 1 2 3 4 5 6 Volume 760 0 670 Peak-Hour Factor, PHF 0.92 0.92 0.92 Hourly Flow Rate, HFR 826 0 728 Percent Heavy Vehicles -- -- -- -- Median Type/Storage Raised curb / 1 RT Channelized? Lanes 2 0 2 Configuration T TR T Upstream Signal? No No Minor Street: Approach Westbound Eastbound Movement 7 8 9 10 11 12 Volume 1 Peak Hour Factor, PHF 0.92 Hourly Flow Rate, HFR 1 Percent Heavy Vehicles 0 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage / / Lanes 1 Configuration R Delay, Queue Length, and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Config R v (vph) 1 C(m) (vph) 643 v/c 0.00 95% queue length 0.00 Control Delay 10.6 LOS B Approach Delay 10.6 Approach LOS B

43 EXHIBIT 15 2014 PEAK AM HOUR TOTAL TRAFFIC ANALYSIS North Access/Orleans HCS+: Unsignalized Intersections Release 5.6 TWO-WAY STOP CONTROL SUMMARY Analysis Time Period: Peak AM hour Intersection: North Access/Orleans Analysis Year: Year 2014 Project ID: Orleans Gardens Shopping Centre East/West Street: Orleans Boulevard North/South Street: North Access Intersection Orientation: NS Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Northbound Southbound Movement 1 2 3 4 5 6 Volume 530 2 440 Peak-Hour Factor, PHF 0.92 0.92 0.92 Hourly Flow Rate, HFR 576 2 478 Percent Heavy Vehicles -- -- -- -- Median Type/Storage Raised curb / 1 RT Channelized? Lanes 2 0 2 Configuration T TR T Upstream Signal? No No Minor Street: Approach Westbound Eastbound Movement 7 8 9 10 11 12 Volume 0 Peak Hour Factor, PHF 0.92 Hourly Flow Rate, HFR 0 Percent Heavy Vehicles 0 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage / / Lanes 1 Configuration R Delay, Queue Length, and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Config R v (vph) 0 C(m) (vph) 755 v/c 0.00 95% queue length 0.00 Control Delay 9.8 LOS A Approach Delay Approach LOS

44 EXHIBIT 16 2014 PEAK PM HOUR TOTAL TRAFFIC ANALYSIS North Access/Orleans HCS+: Unsignalized Intersections Release 5.6 TWO-WAY STOP CONTROL SUMMARY Analysis Time Period: Peak PM hour Intersection: North Access/Orleans Analysis Year: Year 2014 Project ID: Orleans Gardens Shopping Centre East/West Street: Orleans Boulevard North/South Street: North Access Intersection Orientation: NS Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Northbound Southbound Movement 1 2 3 4 5 6 Volume 778 0 713 Peak-Hour Factor, PHF 0.92 0.92 0.92 Hourly Flow Rate, HFR 845 0 774 Percent Heavy Vehicles -- -- -- -- Median Type/Storage Raised curb / 1 RT Channelized? Lanes 2 0 2 Configuration T TR T Upstream Signal? No No Minor Street: Approach Westbound Eastbound Movement 7 8 9 10 11 12 Volume 1 Peak Hour Factor, PHF 0.92 Hourly Flow Rate, HFR 1 Percent Heavy Vehicles 0 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage / / Lanes 1 Configuration R Delay, Queue Length, and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Config R v (vph) 1 C(m) (vph) 636 v/c 0.00 95% queue length 0.00 Control Delay 10.7 LOS B Approach Delay 10.7 Approach LOS B

45 EXHIBIT 17 2019 PEAK AM HOUR TOTAL TRAFFIC ANALYSIS North Access/Orleans HCS+: Unsignalized Intersections Release 5.6 TWO-WAY STOP CONTROL SUMMARY Analysis Time Period: Peak AM hour Intersection: North Access/Orleans Analysis Year: Year 2019 Project ID: Orleans Gardens Shopping Centre East/West Street: Orleans Boulevard North/South Street: North Access Intersection Orientation: NS Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Northbound Southbound Movement 1 2 3 4 5 6 Volume 584 2 505 Peak-Hour Factor, PHF 0.92 0.92 0.92 Hourly Flow Rate, HFR 634 2 548 Percent Heavy Vehicles -- -- -- -- Median Type/Storage Raised curb / 1 RT Channelized? Lanes 2 0 2 Configuration T TR T Upstream Signal? No No Minor Street: Approach Westbound Eastbound Movement 7 8 9 10 11 12 Volume 0 Peak Hour Factor, PHF 0.92 Hourly Flow Rate, HFR 0 Percent Heavy Vehicles 0 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage / / Lanes 1 Configuration R Delay, Queue Length, and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Config R v (vph) 0 C(m) (vph) 727 v/c 0.00 95% queue length 0.00 Control Delay 10.0- LOS A Approach Delay Approach LOS

46 EXHIBIT 18 2019 PEAK PM HOUR TOTAL TRAFFIC ANALYSIS North Access/Orleans HCS+: Unsignalized Intersections Release 5.6 TWO-WAY STOP CONTROL SUMMARY Analysis Time Period: Peak PM hour Intersection: North Access/Orleans Analysis Year: Year 2019 Project ID: Orleans Gardens Shopping Centre East/West Street: Orleans Boulevard North/South Street: North Access Intersection Orientation: NS Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Northbound Southbound Movement 1 2 3 4 5 6 Volume 859 0 840 Peak-Hour Factor, PHF 0.92 0.92 0.92 Hourly Flow Rate, HFR 933 0 913 Percent Heavy Vehicles -- -- -- -- Median Type/Storage Raised curb / 1 RT Channelized? Lanes 2 0 2 Configuration T TR T Upstream Signal? No No Minor Street: Approach Westbound Eastbound Movement 7 8 9 10 11 12 Volume 1 Peak Hour Factor, PHF 0.92 Hourly Flow Rate, HFR 1 Percent Heavy Vehicles 0 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage / / Lanes 1 Configuration R Delay, Queue Length, and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Config R v (vph) 1 C(m) (vph) 601 v/c 0.00 95% queue length 0.00 Control Delay 11.0 LOS B Approach Delay 11.0 Approach LOS B

47 EXHIBIT 19 2013 PEAK AM HOUR TOTAL TRAFFIC ANALYSIS South Access/Orleans HCS+: Unsignalized Intersections Release 5.6 TWO-WAY STOP CONTROL SUMMARY Analysis Time Period: Peak AM hour Intersection: South Access/Orleans Analysis Year: Year 2013 Project ID: Orleans Gardens Shopping Centre East/West Street: Orleans Boulevard North/South Street: South Access Intersection Orientation: NS Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Northbound Southbound Movement 1 2 3 4 5 6 Volume 493 6 20 400 Peak-Hour Factor, PHF 0.92 0.92 0.92 0.92 Hourly Flow Rate, HFR 535 6 21 434 Percent Heavy Vehicles -- -- 0 -- -- Median Type/Storage Raised curb / 1 RT Channelized? Lanes 2 0 1 2 Configuration T TR L T Upstream Signal? No No Minor Street: Approach Westbound Eastbound Movement 7 8 9 10 11 12 Volume 31 16 Peak Hour Factor, PHF 0.92 0.92 Hourly Flow Rate, HFR 33 17 Percent Heavy Vehicles 2 2 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage / / Lanes 1 1 Configuration L R Delay, Queue Length, and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Config L L R v (vph) 21 33 17 C(m) (vph) 1038 427 767 v/c 0.02 0.08 0.02 95% queue length 0.06 0.25 0.07 Control Delay 8.5 14.1 9.8 LOS A B A Approach Delay 12.7 Approach LOS B

48 EXHIBIT 20 2013 PEAK PM HOUR TOTAL TRAFFIC ANALYSIS South Access/Orleans HCS+: Unsignalized Intersections Release 5.6 TWO-WAY STOP CONTROL SUMMARY Analysis Time Period: Peak PM hour Intersection: South Access/Orleans Analysis Year: Year 2013 Project ID: Orleans Gardens Shopping Centre East/West Street: Orleans Boulevard North/South Street: South Access Intersection Orientation: NS Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Northbound Southbound Movement 1 2 3 4 5 6 Volume 673 21 107 563 Peak-Hour Factor, PHF 0.92 0.92 0.92 0.92 Hourly Flow Rate, HFR 731 22 116 611 Percent Heavy Vehicles -- -- 0 -- -- Median Type/Storage Raised curb / 1 RT Channelized? Lanes 2 0 1 2 Configuration T TR L T Upstream Signal? No No Minor Street: Approach Westbound Eastbound Movement 7 8 9 10 11 12 Volume 161 87 Peak Hour Factor, PHF 0.92 0.92 Hourly Flow Rate, HFR 174 94 Percent Heavy Vehicles 0 0 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage / / Lanes 1 1 Configuration L R Delay, Queue Length, and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Config L L R v (vph) 116 174 94 C(m) (vph) 866 272 675 v/c 0.13 0.64 0.14 95% queue length 0.46 4.01 0.48 Control Delay 9.8 39.1 11.2 LOS A E B Approach Delay 29.3 Approach LOS D

49 EXHIBIT 21 2019 TRAFFIC SIGNAL WARRANT ANALYSIS South Access/Orleans

50 EXHIBIT 22 2014 PEAK AM HOUR TOTAL TRAFFIC ANALYSIS South Access/Orleans HCS+: Unsignalized Intersections Release 5.6 TWO-WAY STOP CONTROL SUMMARY Analysis Time Period: Peak AM hour Intersection: South Access/Orleans Analysis Year: Year 2014 Project ID: Orleans Gardens Shopping Centre East/West Street: Orleans Boulevard North/South Street: South Access Intersection Orientation: NS Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Northbound Southbound Movement 1 2 3 4 5 6 Volume 486 46 38 402 Peak-Hour Factor, PHF 0.92 0.92 0.92 0.92 Hourly Flow Rate, HFR 528 49 41 436 Percent Heavy Vehicles -- -- 0 -- -- Median Type/Storage Raised curb / 1 RT Channelized? Lanes 2 0 1 2 Configuration T TR L T Upstream Signal? No No Minor Street: Approach Westbound Eastbound Movement 7 8 9 10 11 12 Volume 46 69 Peak Hour Factor, PHF 0.92 0.92 Hourly Flow Rate, HFR 49 74 Percent Heavy Vehicles 2 2 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage / / Lanes 1 1 Configuration L R Delay, Queue Length, and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Config L L R v (vph) 41 49 74 C(m) (vph) 1006 405 749 v/c 0.04 0.12 0.10 95% queue length 0.13 0.41 0.33 Control Delay 8.7 15.1 10.3 LOS A C B Approach Delay 12.2 Approach LOS B

51 EXHIBIT 23 2014 PEAK PM HOUR TOTAL TRAFFIC ANALYSIS South Access/Orleans HCS+: Unsignalized Intersections Release 5.6 TWO-WAY STOP CONTROL SUMMARY Analysis Time Period: Peak PM hour Intersection: South Access/Orleans Analysis Year: Year 2014 Project ID: Orleans Gardens Shopping Centre East/West Street: Orleans Boulevard North/South Street: South Access Intersection Orientation: NS Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Northbound Southbound Movement 1 2 3 4 5 6 Volume 678 42 118 595 Peak-Hour Factor, PHF 0.92 0.92 0.92 0.92 Hourly Flow Rate, HFR 736 45 128 646 Percent Heavy Vehicles -- -- 0 -- -- Median Type/Storage Raised curb / 1 RT Channelized? Lanes 2 0 1 2 Configuration T TR L T Upstream Signal? No No Minor Street: Approach Westbound Eastbound Movement 7 8 9 10 11 12 Volume 179 100 Peak Hour Factor, PHF 0.92 0.92 Hourly Flow Rate, HFR 194 108 Percent Heavy Vehicles 0 0 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage / / Lanes 1 1 Configuration L R Delay, Queue Length, and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Config L L R v (vph) 128 194 108 C(m) (vph) 845 257 663 v/c 0.15 0.75 0.16 95% queue length 0.53 5.46 0.58 Control Delay 10.0+ 52.2 11.5 LOS B F B Approach Delay 37.6 Approach LOS E

52 EXHIBIT 24 2019 PEAK AM HOUR TOTAL TRAFFIC ANALYSIS South Access/Orleans HCS+: Unsignalized Intersections Release 5.6 TWO-WAY STOP CONTROL SUMMARY Analysis Time Period: Peak AM hour Intersection: South Access/Orleans Analysis Year: Year 2019 Project ID: Orleans Gardens Shopping Centre East/West Street: Orleans Boulevard North/South Street: South Access Intersection Orientation: NS Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Northbound Southbound Movement 1 2 3 4 5 6 Volume 539 46 39 466 Peak-Hour Factor, PHF 0.92 0.92 0.92 0.92 Hourly Flow Rate, HFR 585 49 42 506 Percent Heavy Vehicles -- -- 0 -- -- Median Type/Storage Raised curb / 1 RT Channelized? Lanes 2 0 1 2 Configuration T TR L T Upstream Signal? No No Minor Street: Approach Westbound Eastbound Movement 7 8 9 10 11 12 Volume 47 71 Peak Hour Factor, PHF 0.92 0.92 Hourly Flow Rate, HFR 51 77 Percent Heavy Vehicles 2 2 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage / / Lanes 1 1 Configuration L R Delay, Queue Length, and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Config L L R v (vph) 42 51 77 C(m) (vph) 959 372 722 v/c 0.04 0.14 0.11 95% queue length 0.14 0.47 0.36 Control Delay 8.9 16.2 10.6 LOS A C B Approach Delay 12.8 Approach LOS B

53 EXHIBIT 25 2019 PEAK PM HOUR TOTAL TRAFFIC ANALYSIS South Access/Orleans HCS+: Unsignalized Intersections Release 5.6 TWO-WAY STOP CONTROL SUMMARY Analysis Time Period: Peak PM hour Intersection: South Access/Orleans Analysis Year: Year 2019 Project ID: Orleans Gardens Shopping Centre East/West Street: Orleans Boulevard North/South Street: South Access Intersection Orientation: NS Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Northbound Southbound Movement 1 2 3 4 5 6 Volume 753 43 125 715 Peak-Hour Factor, PHF 0.92 0.92 0.92 0.92 Hourly Flow Rate, HFR 818 46 135 777 Percent Heavy Vehicles -- -- 0 -- -- Median Type/Storage Raised curb / 1 RT Channelized? Lanes 2 0 1 2 Configuration T TR L T Upstream Signal? No No Minor Street: Approach Westbound Eastbound Movement 7 8 9 10 11 12 Volume 189 106 Peak Hour Factor, PHF 0.92 0.92 Hourly Flow Rate, HFR 205 115 Percent Heavy Vehicles 0 0 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage / / Lanes 1 1 Configuration L R Delay, Queue Length, and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Config L L R v (vph) 135 205 115 C(m) (vph) 787 223 628 v/c 0.17 0.92 0.18 95% queue length 0.62 7.71 0.67 Control Delay 10.5 86.7 12.0 LOS B F B Approach Delay 59.9 Approach LOS F

54 EXHIBIT 26 2011 PEAK AM AND PM HOUR TRAFFIC COUNTS Jeanne d Arc/Orleans

55 EXHIBIT 27 2011 PEAK AM HOUR TOTAL TRAFFIC ANALYSIS Jeanne d Arc/Orleans HCS+: Signalized Intersections Release 5.4 Analyst: Inter.: Jeanne d'arc/orleans Period: Peak AM hour Year: Year 2011 Project ID: Orleans Gardens Shopping Centre E/W St: Jeanne d'arc Boulevard N/S St: Orleans Boulevard SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound Northbound Southbound No. Lanes 1 2 0 1 2 0 1 2 0 1 2 0 LGConfig L T L T L T L T Volume 34 192 30 911 148 332 108 308 Lane Width 3.6 3.6 3.6 3.6 3.6 3.6 3.6 3.6 RTOR Vol _ Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left P NB Left A A Thru P Thru A Peds X Peds X WB Left P SB Left A A Thru P Thru A Peds X Peds X NB EB SB WB Green 27.0 14.2 20.8 Yellow 3.7 3.7 3.7 All Red 2.3 2.1 2.5 Cycle Length: 80.0 secs CAPACITY AND LOS WORKSHEET Capacity Analysis and Lane Group Capacity Adj Adj Sat Flow Green --Lane Group-- Appr/ Lane Flow Rate Flow Rate Ratio Ratio Capacity v/c Mvmt Group (v) (s) (v/s) (g/c) (c) Ratio _ Eastbound Left L 37 252 0.15 0.35 90 0.41 Thru T 209 3360 0.06 0.35 1176 0.18 Westbound Left L 33 1096 0.03 0.35 384 0.09 Thru T 990 3360 # 0.29 0.35 1176 0.84 Northbound 161 1676 # 0.10 0.262 440 0.37 0 744 0.00 0.338 251 0.00 Left L 161 0.60 691 0.23 Thru T 361 3327 # 0.11 0.27 907 0.40 Southbound 117 1676 0.07 0.262 440 0.27 0 707 0.00 0.338 239 0.00 Left L 117 0.60 679 0.17 Thru T 335 3327 0.10 0.27 907 0.37 _ Sum of flow ratios for critical lane groups, Yc = Sum (v/s) = 0.50 Total lost time per cycle, L = 9.60 sec Critical flow rate to capacity ratio, Xc = (Yc)(C)/(C-L) = 0.57

56 EXHIBIT 28 2011 PEAK PM HOUR TOTAL TRAFFIC ANALYSIS Jeanne d Arc/Orleans HCS+: Signalized Intersections Release 5.4 Analyst: Inter.: Jeanne d'arc/orleans Period: Peak PM hour Year: Year 2011 Project ID: Orleans Gardens Shopping Centre E/W St: Jeanne d'arc Boulevard N/S St: Orleans Boulevard SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound Northbound Southbound No. Lanes 1 2 0 1 2 0 1 2 0 1 2 0 LGConfig L T L T L T L T Volume 39 837 25 353 193 496 247 376 Lane Width 3.6 3.6 3.6 3.6 3.6 3.6 3.6 3.6 RTOR Vol _ Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left P NB Left A A Thru P Thru A Peds X Peds X WB Left P SB Left A A Thru P Thru A Peds X Peds X NB EB SB WB Green 27.0 9.2 25.8 Yellow 3.7 3.7 3.7 All Red 2.3 2.1 2.5 Cycle Length: 80.0 secs CAPACITY AND LOS WORKSHEET Capacity Analysis and Lane Group Capacity Adj Adj Sat Flow Green --Lane Group-- Appr/ Lane Flow Rate Flow Rate Ratio Ratio Capacity v/c Mvmt Group (v) (s) (v/s) (g/c) (c) Ratio _ Eastbound Left L 42 875 0.05 0.35 306 0.14 Thru T 910 3360 # 0.27 0.35 1176 0.77 Westbound Left L 27 281 0.10 0.35 98 0.28 Thru T 384 3360 0.11 0.35 1176 0.33 Northbound 210 1676 0.13 0.200 335 0.63 0 700 0.00 0.400 280 0.00 Left L 210 0.60 615 0.34 Thru T 539 3327 # 0.16 0.33 1115 0.48 Southbound 268 1676 # 0.16 0.200 335 0.80 0 550 0.00 0.400 220 0.00 Left L 268 0.60 555 0.48 Thru T 409 3327 0.12 0.33 1115 0.37 _ Sum of flow ratios for critical lane groups, Yc = Sum (v/s) = 0.59 Total lost time per cycle, L = 9.60 sec Critical flow rate to capacity ratio, Xc = (Yc)(C)/(C-L) = 0.67

57 EXHIBIT 29 2014 PEAK AM HOUR TOTAL TRAFFIC ANALYSIS Jeanne d Arc/Orleans HCS+: Signalized Intersections Release 5.4 Analyst: Inter.: Jeanne d'arc/orleans Period: Peak AM hour Year: Year 2014 Project ID: Orleans Gardens Shopping Centre E/W St: Jeanne d'arc Boulevard N/S St: Orleans Boulevard SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound Northbound Southbound No. Lanes 1 2 0 1 2 0 1 2 0 1 2 0 LGConfig L T L T L T L T Volume 39 237 35 1061 165 358 122 328 Lane Width 3.6 3.6 3.6 3.6 3.6 3.6 3.6 3.6 RTOR Vol _ Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left P NB Left A A Thru P Thru A Peds X Peds X WB Left P SB Left A A Thru P Thru A Peds X Peds X NB EB SB WB Green 34.0 12.2 15.8 Yellow 3.7 3.7 3.7 All Red 2.3 2.1 2.5 Cycle Length: 80.0 secs CAPACITY AND LOS WORKSHEET Capacity Analysis and Lane Group Capacity Adj Adj Sat Flow Green --Lane Group-- Appr/ Lane Flow Rate Flow Rate Ratio Ratio Capacity v/c Mvmt Group (v) (s) (v/s) (g/c) (c) Ratio _ Eastbound Left L 42 214 0.20 0.44 94 0.45 Thru T 258 3360 0.08 0.44 1470 0.18 Westbound Left L 38 1046 0.04 0.44 458 0.08 Thru T 1153 3360 # 0.34 0.44 1470 0.78 Northbound 179 1676 # 0.11 0.237 398 0.45 0 633 0.00 0.275 174 0.00 Left L 179 0.51 572 0.31 Thru T 389 3327 # 0.12 0.21 699 0.56 Southbound 133 1676 0.08 0.237 398 0.33 0 583 0.00 0.275 160 0.00 Left L 133 0.51 558 0.24 Thru T 357 3327 0.11 0.21 699 0.51 _ Sum of flow ratios for critical lane groups, Yc = Sum (v/s) = 0.57 Total lost time per cycle, L = 9.60 sec Critical flow rate to capacity ratio, Xc = (Yc)(C)/(C-L) = 0.64

58 EXHIBIT 30 2014 PEAK PM HOUR TOTAL TRAFFIC ANALYSIS Jeanne d Arc/Orleans HCS+: Signalized Intersections Release 5.4 Analyst: Inter.: Jeanne d'arc/orleans Period: Peak PM hour Year: Year 2014 Project ID: Orleans Gardens Shopping Centre E/W St: Jeanne d'arc Boulevard N/S St: Orleans Boulevard SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound Northbound Southbound No. Lanes 1 2 0 1 2 0 1 2 0 1 2 0 LGConfig L T L T L T L T Volume 45 970 29 410 211 523 268 398 Lane Width 3.6 3.6 3.6 3.6 3.6 3.6 3.6 3.6 RTOR Vol _ Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left P NB Left A A Thru P Thru A Peds X Peds X WB Left P SB Left A A Thru P Thru A Peds X Peds X NB EB SB WB Green 31.0 13.2 17.8 Yellow 3.7 3.7 3.7 All Red 2.3 2.1 2.5 Cycle Length: 80.0 secs CAPACITY AND LOS WORKSHEET Capacity Analysis and Lane Group Capacity Adj Adj Sat Flow Green --Lane Group-- Appr/ Lane Flow Rate Flow Rate Ratio Ratio Capacity v/c Mvmt Group (v) (s) (v/s) (g/c) (c) Ratio _ Eastbound Left L 49 813 0.06 0.40 325 0.15 Thru T 1054 3360 # 0.31 0.40 1344 0.78 Westbound Left L 32 235 0.14 0.40 94 0.34 Thru T 446 3360 0.13 0.40 1344 0.33 Northbound 229 1676 0.14 0.250 419 0.55 0 558 0.00 0.300 167 0.00 Left L 229 0.55 586 0.39 Thru T 568 3327 # 0.17 0.23 782 0.73 Southbound 291 1676 # 0.17 0.250 419 0.69 0 382 0.00 0.300 115 0.00 Left L 291 0.55 534 0.54 Thru T 433 3327 0.13 0.23 782 0.55 _ Sum of flow ratios for critical lane groups, Yc = Sum (v/s) = 0.66 Total lost time per cycle, L = 9.60 sec Critical flow rate to capacity ratio, Xc = (Yc)(C)/(C-L) = 0.75

59 EXHIBIT 31 2019 PEAK AM HOUR TOTAL TRAFFIC ANALYSIS Jeanne d Arc/Orleans HCS+: Signalized Intersections Release 5.4 Analyst: Inter.: Jeanne d'arc/orleans Period: Peak AM hour Year: Year 2019 Project ID: Orleans Gardens Shopping Centre E/W St: Jeanne d'arc Boulevard N/S St: Orleans Boulevard SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound Northbound Southbound No. Lanes 1 2 0 1 2 0 1 2 0 1 2 0 LGConfig L T L T L T L T Volume 50 298 45 1352 181 395 134 362 Lane Width 3.6 3.6 3.6 3.6 3.6 3.6 3.6 3.6 RTOR Vol _ Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left P NB Left A A Thru P Thru A Peds X Peds X WB Left P SB Left A A Thru P Thru A Peds X Peds X NB EB SB WB Green 40.0 9.2 12.8 Yellow 3.7 3.7 3.7 All Red 2.3 2.1 2.5 Cycle Length: 80.0 secs CAPACITY AND LOS WORKSHEET Capacity Analysis and Lane Group Capacity Adj Adj Sat Flow Green --Lane Group-- Appr/ Lane Flow Rate Flow Rate Ratio Ratio Capacity v/c Mvmt Group (v) (s) (v/s) (g/c) (c) Ratio _ Eastbound Left L 54 172 0.31 0.51 90 0.60 Thru T 324 3360 0.10 0.51 1722 0.19 Westbound Left L 49 981 0.05 0.51 503 0.10 Thru T 1470 3360 # 0.44 0.51 1722 0.85 Northbound 197 1676 # 0.12 0.200 335 0.59 0 504 0.00 0.237 120 0.00 Left L 197 0.44 455 0.43 Thru T 429 3327 # 0.13 0.17 574 0.75 Southbound 146 1676 0.09 0.200 335 0.44 0 445 0.00 0.237 106 0.00 Left L 146 0.44 441 0.33 Thru T 393 3327 0.12 0.17 574 0.68 _ Sum of flow ratios for critical lane groups, Yc = Sum (v/s) = 0.68 Total lost time per cycle, L = 9.60 sec Critical flow rate to capacity ratio, Xc = (Yc)(C)/(C-L) = 0.78

60 EXHIBIT 32 2019 PEAK PM HOUR TOTAL TRAFFIC ANALYSIS Jeanne d Arc/Orleans HCS+: Signalized Intersections Release 5.4 Analyst: Inter.: Jeanne d'arc/orleans Period: Peak PM hour Year: Year 2019 Project ID: Orleans Gardens Shopping Centre E/W St: Jeanne d'arc Boulevard N/S St: Orleans Boulevard SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound Northbound Southbound No. Lanes 1 2 0 1 2 0 1 2 0 1 2 0 LGConfig L T L T L T L T Volume 57 1237 37 523 232 578 295 438 Lane Width 3.6 3.6 3.6 3.6 3.6 3.6 3.6 3.6 RTOR Vol _ Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left P NB Left A A Thru P Thru A Peds X Peds X WB Left P SB Left A A Thru P Thru A Peds X Peds X NB EB SB WB Green 35.0 11.2 15.8 Yellow 3.7 3.7 3.7 All Red 2.3 2.1 2.5 Cycle Length: 80.0 secs CAPACITY AND LOS WORKSHEET Capacity Analysis and Lane Group Capacity Adj Adj Sat Flow Green --Lane Group-- Appr/ Lane Flow Rate Flow Rate Ratio Ratio Capacity v/c Mvmt Group (v) (s) (v/s) (g/c) (c) Ratio _ Eastbound Left L 62 694 0.09 0.45 312 0.20 Thru T 1345 3360 # 0.40 0.45 1512 0.89 Westbound Left L 40 196 0.20 0.45 90 0.44 Thru T 568 3360 0.17 0.45 1512 0.38 Northbound 252 1676 0.15 0.225 377 0.67 0 455 0.00 0.275 125 0.00 Left L 252 0.50 502 0.50 Thru T 628 3327 # 0.19 0.21 699 0.90 Southbound 321 1676 # 0.19 0.225 377 0.85 0 321 0.00 0.275 90 0.00 Left L 321 0.50 467 0.69 Thru T 476 3327 0.14 0.21 699 0.68 _ Sum of flow ratios for critical lane groups, Yc = Sum (v/s) = 0.78 Total lost time per cycle, L = 9.60 sec Critical flow rate to capacity ratio, Xc = (Yc)(C)/(C-L) = 0.89

61 EXHIBIT 33 COLLISION SUMMARY REPORT Jeanne d Arc/Montcerf (East Access)

62 EXHIBIT 34 8 HOUR TRAFFIC COUNTS (June 18, 2013) Jeanne d Arc/Montcerf (East Access)

63 EXHIBIT 35 TRAFFIC SIGNAL WARRANTS Jeanne d Arc/Montcerf (East Access)

64

65 EXHIBIT 36 PEDESTRIAN SIGNAL WARRANTS Jeanne d Arc/Montcerf (East Access)